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HomeMy WebLinkAboutPRODUCT APPROVAL - - REVISEDI1Z I/ZUZ-1 f londa Building Gode Online � a � 4 BCIS Home ( Log In ( User Registration Hot Topics i Submit Surcharge_ r Stats & Facts Publications y Contact Us BCIS Site Map Links Search i dbap- Product ER:Pub Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL18355-R6 Application Type Revision Code Version 2020 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 LLC Address/Phone/Email PO Box 97 Galena, KS 66739 (417) 624-6644 Ext2305 kerri—eden@tamko.com Authorized Signature Kerri Eden kerri—eden@tamko.com Technical Representative Kerr! Eden Address/Phone/Email PO Box 1404 Joplin, MO 64802 (417)624-6644 Ext2305 kerri_eden@tamko.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Product Evaluation Entity Evaluation Entity UL LLC Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 11/18/2021 Validated By Robert Nieminen, PE, NEMO ETC, LLC Validation Checklist - Hardcopy Received Certificate of Independence FL18355 R6 COI UL Standards of Business Conduct - Independence.pd Referenced Standard and Year (of Standard) Standard ASTM D3161 ASTM D3462 ASTMD D7158 Equivalence of Product Standards Certified By Sections from the Code Year 2016 2010 2019 hUps://www.floridabuilding.org/pr/pr app_dfl.aspx?param=wGEVXQwtDquvosrHazGXQW83MPT3uofKAoKylAzpH5w7DkXuKoJ51Qp/o3d%3d 1/2 1/21/2021 Florida Building Code Online Product Approval Method Method 1 Option C Date Submitted 11/20/2020 Date Validated 11/23/2020 Date Pending FBC Approval Date Approved 11/24/2020 Summar of Products I _I FL # Model, Number or Flame Description 18355.1 TAMKO Asphalt Shingles ASTM D3462 asphalt shingles and hip and ridge shingles Limits of Use Installation Instructions Approved for use in HVHZ: No FL18355 R6 II 2020 11 18 TAMKO UL ER2919-01.pdf Verified By: UL LLC Approved for use outside HVHZ: Yes Impact Resistant: N/A Created by Independent Third Party: Design Pressure: N/A Evaluation Reports Other: See evaluation report for limits of use. FL18355 R6 AE 2020 11 18 TAMKO UL ER2919-01.pdf Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Cop roht 2007-2013 State of Florida :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: . ,y W eClgsi Credit. f Safe https://www.floridabuilding.org/pr/pr app_dtf.aspx?param=wGEVXQwtDquvosrHazGXQW83MPT3uofKAoKylAzpH5w7DkXuKoJ51Q%3d%3d 2/2 I I *'0, 1 - Issued: May 21, 2013 Revised: November 18, 2020 Visit UL, LLC's Product iQTm database for the status of th! 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 X61 iv, I a F-A LT 11 ri 6 TAMKO BUILDING PRODUCTS LLC 198 FOUR STATES DRIVE GALENA, KANSAS 66739 (417) 624-6644 www.tamko.com 1. SUBJECT: Asphalt Shingles ELITE GLASS -SEAL, HERITAGE, HERITAGE IR, HERITAGE PREMIUM, HERITAGE WOODGATE, HERITAGE VINTAGE, AND HERITAGE PROLINE TITAN XT HERITAGE VINTAGE 12 X 12 HIP AND RIDGE, 12-1/4X 12 HIP AND RIDGE, AND 12-% X 12 HERITAGE HIP AND RIDGE IR HERITAGE VINTAGE STARTER 2. SCOPE OF EVALUATION 2018, 2015, 2012, and 2009 International Building Code @) (IBC) 2018, 2015, 2012, and 2009 International Residential Code @ (IRC) 2020 Florida Building Code — Building 2020 Florida Building Code — Residential N ICC ES Acceptance Criteria for Quality Documentation (AC1 0) The products were evaluated for the following properties: • Exterior Fire Exposure (ANSKUL7QD.A8TME1O8) • Wind Resistance (ASTMD31G1;ASTK8D7158 • Physical Properties (ASTND34G2) • Impact Resistance (\NS|/UL2218) 3. REFERENCED DOCUMENTS • UL780 0ASTME1O8\Standard Test Methods for Fire Tests ofRoof Coverings • UL2218.Standard Test Methods for Impact Resistance ofPrepared Roof Covering Materials • ASTMD31G1.Standard Test Method for Wind -Resistance ofAsphalt Shingles (Fen-|ndunodMethod) • AGTk8 07158, Standard Test Method for Wind Resistance of Asphalt Shingles (Uplift Force/Uplift Resistance Method) • ASTM D3462, Standard Specification for Asphalt Shingles Made from Glass Felt and Surfaced with Mineral Granules 11 UL Subject 2375 Issue No. 2, Outline of Investigation for Hip and Ridge Shingles (UL Fire and Wind Tests) 11 |CC-ESAcceptance Criteria for Quality Documentation (\C1O) 4. USES TAMKOasphalt shingles are used aaroof coverings for new and existing roofs. 5.PRODUCT DESCRIPTION TAMKO asphalt shingles are roof covering materials complying with the following properties when installed as described in this report. The products are three -tab shingles, laminated shingles and hip & ridge shingles. Fine Classification: TAyWKO onphob shingles covered under this Report have been tested for fina classification Class A in accordance with UL 790 (ASTM E 108). Shingles tested in accordance with UL790 (\STM E108) qualify for use under Section 1505.1 of the 2820 Florida Building Coda ' Building, IBC, Section R0O2.1ofthe |RCand 2U2OFlorida Building Code 'Residential. Wind Resistance: TAK4KD asphalt shingles covered under this Report have been bmobad for wind resistance inaccordance with ASTyWD3161orASTK4D7158. Shingles tested in accordance with ASTM D3161 are classified as Class Fand qualify for use under the exception tuSection 15Q4.1.1nfthe 2U18and 2O15IBC and Section 15O7.2.7.1ofthe 2O12and 2OO9IBC and 2020 Florida Building Code - 8ui|ding, the exception to Section R905.2.4.1 of the |RC. and Section R085.2.4of2D2OFlorida Building Code -Residential. Shingles tested in accordance with ASTM D7158 are classified as Class H and qualify for use in locations as shown in Table 1507.2.7.1 of the 2012. 2080 IBC and 2020 Florida Building Code - Building, Table RQO5.2.4.1ofthe %012and 2OOQ|RC.orTable RQO5.2.6.1ofthe 2O2OFlorida Building Code -Residential, where the maximum basic wind speed is 150 mph (67 m/s) or less with exposure category of B or C (ASCE 7) and o maximum building height ufGO feet (18.3 m). |notoUoUon must be in accordance with Section 15U7.2.6ofthe 2018IBC, 2U20Florida Building Code ' Building, and Section 15O7.2.7ofthe 2O15'2O12. and 2009 IBC, or Section R905.2 of the IRC and 2020 Florida Building Code - Residential, as applicable. Page 2v[18 Physical Properties: TAMN]asphalt shingles covered under this Report have been tested for physical properties in accordance with ASTM D3462. Shingles tested in accordance with ASTK4 D3462 qualify for use under Section 15OT2.4ofthe 2O18IBC, Section 1507.2.5ofthe 2O15.2O12.and 2000IBC, Section 1507.2.5 of the 2020 Florida Building Code - Building, or Section R005.2.4 of the |RC and 2020 Florida Building Code - Residential. When innb*Uad on new construction in accordance with this report and the TAWiKD Building Products LLC installation inaboctiono, the shingles are a Class Aroof covering. When the shingles are installed over existing roof coverings, the Class A fire classification is maintained. 51 Three -Tab SbinQles—E}DeGlamm-Soa: Elite Glass -Seal shingles are three -tab shingles manufactured with asingle fiberglass mat, coated onboth sides with asphalt, and surfaced onthe side with mineral granules. The shingles are self-sealing and have beads of thermal -tab sealing adhesive above the shingle butt onthe weather side. See Table 2for product dimensions and manufacturing locations. 5.2 Laminated Shingles — Heritage, Heritage IR, Heritage Premium, Heritage Woodgate, Heritage Vintage, and Heritage Pru|ine TitamXT: Heritage, Heritage |R. Heritage Pnamium, Heritage VVoodgab», Heritage Vintage, and Heritage Proline Titan XT shingles are laminated shingles manufactured with a double layer of fiberglass mats coated with asphalt on all aidee, and surfaced on dhaweothapoxpueud side with mineral granules. See Table 3. ��. ��. ��. ��. ��. and ���r productdimenmiunoandmonufao�uring|ucaUonu. 5.3 Hip & Ridge Shingles —1244X12Hip and Ridge, Heritage Vintage 12X12Hip and Ridge, 12-% X1%Heritage Hip and Ridge IR: Hip and Ridge are prefabricated hip and ridge shingles available as12-%X12Hip and Ridge and 12-yix12HerdugoHipendRidQe|RLHeritageVintagnHipandRidgeenaprofobhcotedhipond ridge shingles available as 12 X 12 Hip and Ridge. As an alternative, Elite Glass -Seal shingles are cud into three 12-1/4 inch by 12-inch (305 mm by 305 mm) hip and ridge shingles. See Table 8.Table D.and Table 11. for product dimensions and manufacturing locations. 6. INSTALLATION 7AJNKD asphalt shingles must be installed in accordance with the applicable oode, 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 |RC 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 jobobo during 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 5.2ofthis Report. Page um10 81 Umdarlaymentand Ice Barriers: For roof slopes 412and greater, the roof deck must bocovered with ominimum ofone layer uf undedaymendosdescribed inSections 7.2and 7.3ofthis Report. UndedoymentappUcoion must beinaccordance with Table 1507.1.1nfthe 2U18IBC, 2O20Florida Building Code - Building, and Section 15U7.2.8ofthe 2O15.2U12.and 2OO9IBC orSection RQ05.3.7ufthe |RC and Section 8OE.2.3nfthe 2020Florida Building Code - Residential, auapplicable. For roof slopes 212 and up to but less than 4k12, two layers of the undodeyment described in Section 7.2 or one layer of the self -adhering polymer modified bitumen sheet in described in Section 7.3 of this Report are required. Undedaymnntapp|ioadnn must be in accordance with Section 1507.1.1ofthe 2O18IBC, 2O2OFlorida Building Code ' Building, and Section 1507.2.8ofthe 2O15. 2O12.and 200AIBC, Section R8O5.1.iofthe |RC.and 202UFlorida Building Code -Residential, as applicable. In areas where there has been ohistory of ice forming along the eaves, causing obackup of water. an ice barrier must be provided in accordance with Section 1507.1.2 of the 2018 IBC and Section 1507.2.8.2 of the 2020 Florida Building Code ' Building, 2015. 2012. and 2009 IBC or Section RS05.2.7ofthe 2D18|RC.2U2UFlorida Building Code ' Residential, and Section RQO5.16.4.12O15 6.2 Starter Shingle: Astarter course, eadescribed inSection 7.4ofthis Report, must beattached tothe eavnedge using fasteners described inSection 7.5ofthis Report, located 1-1/2bo3inches (38.1to7S.2mm) from the oeve edge and spaced 1 inch (25.4 mm) and 12 inches (305 mm) from each and, fore total offour fasteners per shingle. Starter strips must overhang the oeveand rake edges 1/4to% inch (6.4 to 19.1 mm) if no drip edge flashing is present. If drip edge flashing is pnesent, install shingles even with the drip edge oroverhang the drip edge uphu%inch. 6.3 Asphalt Shingles: The first course offield shingles must be installed over the starter course described in Section 7.4 ofthis Report. Shingles must be installed with vertical joints offset a minimum of 4 inches (102 mm) from adjacent G�.f Thrma~TabShimQkys—ElbeGhasm-Smob For roof slopes 2:12uptobut less than 2112(1G.67%bo17596alopo), each shingle must be fastened to the roof deck using a minimum of four fasteners, spaced as shown in Table 2. For roof slopes equal to orgreater than 21:12 (17596 alope), six fasteners must be used, spaced oashown inTable 2. Fasteners must be in o nail area between 5-98 inches and 6-7/8 inches from the buff edge of the shingle. Maximum exposure tothe weather must bo5'}{inches (130mm). 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. A1-indiameter (25'4 mm) epcd ofasphalt cement complying with ASTK4 O4586. Type |. Class |, should be placed under the corner ofeach tab (two spots per bab). Page ^m10 6�.2 Laminated Shingles — Heritage, Heritage IR, Heritage Premium, Heritage Woodgate, and Heritage PndineXT: For roof slopes 2:12uptobut less than 21:12(1S.87%to17596o|ope).each shingle must ba fastened to the roof deck using a minimum of four fasteners, spaced as shown in Tables 3, 4, S.G. 10'and 13. For roof slopes equal to orgreater than 21:12 (175Y6 slope), six fasteners must be used, spaced eoshown in Tables 3. 5, 6. 10' and Table 13' Maximum exposure tothe weather must be5-%inches (143mm). In colder o|imohee or wind regions where it is questionable whether the thermal -sealing adhesive will activate to seal the mhing/ea, the shingles can be hand -sealed. Four evenly spaced 1-inch diameter (25.4 mm) spots of cement should be placed underthe exposed portion ofthe shingle, approximately 1inch (7Gmm)above the butt edge. 6'3'3 Laminated Shingles — Heritage Vintage: For roof slopes 212up&obut less than 2112(16.6796bo175Y6alope), 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 orgreater than 2112 (175Y6 slope), nine fasteners must be used, spaced anshown inTable 7' Fasteners must be located 6 and 11-1/2 inches (152 and 292 mm) above the butt edge of the shingles. Maximum exposure tuthe weather must bo5inches (127mm). In colder climates or wind regions where it is questionable whether the thermal -sealing adhesive will activate to u*u| the mhing|oa, the shingles must be hand -sealed. Four evenly spaced 1-inch diameter (25.4mm)spots nfcement should beplaced under the exposed portion ofthe shingle, approximately 1inch (127mm)above the butt edge. 8.4 Valley Construction and Other Flashing: Valleys must consist ufwoven, open valley orclosed-cut construction and must beflashed in accordance with Section 15O7.2.8.2ofthe 2O18IBC, and Section 15U7.2.0.2ofthe 2020Florida Building Code - Building, 2U1G.2O12.and 2OO9IBC orSection R005.2.8.2ofthe |RCand 2U2O Florida Building Code -Residential. Other Oeahingomust beinaccordance with Sections 15O3.2 and 15U7.2.8of2O2UFlorida Building Code - Building, 2O18IBC, Section 15U7.2.8ofthe 2015. 2O12.and 3ODQIBC, orSection R9O3.2and Section RQ05.2.8ofthe |RCand 202OFlorida Building Code-Reaidentie|. as applicable. Page 5nf1e Hip and ridge shingles must be placed evenly over hips and ridges, and must be fastened to the roof deck using two fasteners, one located on either side of the shingle, 5-1/2 inches (140 mm) or 5 % inches (143 mm) from the exposed end, and 1 inch (25.4 mm) in from the edge as shown in Tables 8 and 9. Fasteners must be a minimum'/ inch (6.4 mm) longer than those used in the field of the roof, as specified in Section 7.5 of this report. The 12-1/ X 12 Hip and Ridge and 12-'/4 x 12 Heritage Hip and Ridge IR prefabricated hip and ridge shingles must be applied with a maximum exposure of 5-'/ inches. (130 mm). Heritage Vintage 12 X 12 Hip and Ridge prefabricated hip and ridge shingles must be installed 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 prevailing wind. 6.6 Reroofing: The existing asphalt shingle roof covering must be inspected in accordance with the provisions and limitations of Section 1510 of the IBC, Section 1511 of the 2020 Florida Building Code - Building, Section R908.1 of the IRC, or Section 901.1 of the 2020 Florida Building Code - Residential, as applicable. Prior to the reroofing, hip and ridge coverings must be removed. Except as noted in this section, the shingles must be installed in accordance with Section 6.3 and 6.5 of this Report. Fasteners must be of sufficient length to penetrate % inch (19.1 mm) into the sheathing, or through the sheathing where the sheathing is less than 3/ inch (19.1 mm) thick. Flashing and edging must comply with Section 6.4 and with Section1511.6 of the 2018 and 2015 IBC and 2020 Florida Building Code - Building, Section 1510.6 of the 2012, and 2009 IBC and Section R908.6 of the 2018 and 2015 IRC, 2020 Florida Building Code - Residential, and R907.6 of the 2012, and 2009 IRC, as applicable. 7. INSTALLATION MATERIALS 7.1 Sheathing: The roof deck must be code -complying, minimum %-inch thick (9.5 mm), exterior plywood complying with DOC PS-1; rated sheathing complying with DOC PS-2; or solid sheathing using minimum nominally 1 by 6 lumber. 7.2 Underlayment: Under the IBC or IRC, underlayment must comply with ASTM D226, Type I (minimum), ASTM D4869, Type I (minimum) or ASTM D6757 as specified in Section 1507.1.1 of the 2020 Florida Building Code - Building, Section 1507.2.3 of the IBC or Section R905.1.1 of the IRC, and 2020 Florida Building Code - Residential. 7.3 Self -adhering Polymer Modified Bitumen Sheet: The self -adhering polymer modified bitumen sheet must comply with ASTM D1970. 7.4 Starter Shingles: The starter course shingle consists of either TAMKO 10-inch starter, TAMKO Shingle Starter, TAMKO Perforated Starter, or a self-sealing three -tab shingle. If self-sealing three -tab shingles are used, remove the exposed tab portion and install with factory -applied sealant adjacent to the eaves. ,Heritage Vintage requires a Heritage Vintage Starter shown in Table 12 is to be installed over the starter course at the eave edge. Page 6 of 19 7.5 Fasteners: Fasteners must be minimum No. 12gago [0.105 inch (2.7 mm)]' %-inohdiameter head (9'5 mm), galvanized, stainless ebee, aluminum or copper corrosion -resistance nails. Fasteners must be of sufficient length to penetrate into the sheathing 3/4-inch (18.1 mm), orthrough the sheathing' where the sheathing ialess than 9*-inoh(1Q.1mm)thick. Fasteners must bocompUentwithASTK8F1GG7. 7.6 Asphalt Cement: Asphalt cement must comply with ASTMO4B8G'Type iClass i 8.CONDITIONS OFUSE The TAMKOAsphalt Shingl* described inthis Report comply with, mare suitable alternatives to, what is specified in those codes listed in Section 2 of this Report, subject to the following conditions: 8.1 yWoteho|a and methods of installation yheU comply with this Report and the manufacturer's published installation instructions. In the event of conflict between the installation instructions and this Report, this Report governs. 8.2 The products are manufactured at the locations listed inTable L1ofthis Report under the ULLLC Classification and Follow -Up Service PnnOrom' which includes regular audits in accordance with quality elements of ICC-ES Acceptance Criteria for Quality Documentation, AC10. 8'3 8eeUL Product iQTm database for Prepared Roof -Covering Materials (TFWZ). S.SUPPORTING EVIDENCE 9'1 Manufacturer's descriptive product literature, including installation instructions. 9.2 SeeUL Product iQTm database for the following: 9.2.1 ULtest reports and Classification in accordance with AN8I/UL790.Class Aand UL Subject 237Sfor Roof -Covering Materials ([FWZ). 9.2.2 UL test reports and Classification in accordance with ASTMO3462 for Prepared Roof - Covering Materials (TFWZ). 9.2.3 UL test reports and Classification in accordance with ASTM D7158, Class H for Prepared Roof -Covering Materials (TG4H)' 8.2.4 UL test reports and Classification in accordance with ASTM D31G1.Class FPrepared Roof -Covering Materials . 9.3 Quality Documentation in accordance with|CC-ES Acceptance Criteria for Quality Documentation, AC1D. 10. IDENTIFICATION TAMKOasphalt shingles described inthis Evaluation Report are identified by a marking on each package bearing the report holder's name(T7\MKO 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 rov10 ismu i i a •' i._' 6 i 1 11.1 The approval of building products, materials or systems is under the responsibility of the applicable authorities having jurisdiction. 11.2 UL Evaluation Reports shall not be used in any manner that implies an endorsement of the product, material or system by UL. 11.3 The status of this report, as well as a complete directory of UL Evaluation Reports may be found at UL.com via the Product iQTm database. Table 1 — Manufacturinq Locations LISTEE LOCATION FACTORY ID TAMKO BUILDING PRODUCTS LLC 7910 S CENTRAL EXPY D DALLAS TX 75216 TAMKO BUILDING PRODUCTS LLC 4500 TAMKO DR F FREDERICK MD 21704 TAMKO BUILDING PRODUCTS LLC 601 N HIGH ST J JOPLIN MO 64801 TAMBUILDING PRODUCTS LLC 1598 HWY 183KO P PHILLIPSBURG KS 67661 KAUL INDUSTRIAL PARK TAMKO BUILDING PRODUCTS LLC 2300 35TH ST T TUSCALOOSA AL 35401 Page 8 of 19 — Line Glass -seal Dimensions: 12-'/4" x 36" ------------------------ ------------------------------------------------------------------------- Plant Location(s): Frederick, Joplin ------------------------ T ------------------------------------------------------------------------- For slopes 2:12 up to but less than 21:12 NAILS Fastening Pattern: Nailing Area -l8" i-5/81s Butt Edge ------------------------+----------------------------------------------------------------------------------------- For slopes equal to or greater than 21:12 MAILS Fastening Pattern:' ing Area Butt Edge M Page 9 of 19 IF1-41o49MM Dimensions: . 13-1/4"x89-98 _------------ pbantLocation(s); `_—__--_--____------_____--__—_----__—_----__- | Da|bm. Frederick, Joplin, Phillipsburg __—__—_-----'�---_—_—_—_---- � ------- —_—----- -------------- —_-----------_' For slopes 212up0obut less than 2112 � NAIL ZONE Fastening Pattern: | � 6-518~ � / 12-1/2"—��-12-��� —*��- 12-1/_�=—*� ^ / / '/ �—l" � ----_—__----';___—__--___—__--_--__—__—___—___—________—_— � For slopes equal toorgreater than 2t12 | NAIL ZONE 'FASTENERS COMMONBOND Fastening Pattern: � � 5`5/8. Page 1oof1e Dimensions: ------------------------- |--------------------------------------------' 13-%"x39-98 P&nntL000ton(a): Tuscaloosa ------------------------ � __-------------__----__—_--_-----_--------__' Forsbpoe212uptobutlea*thon2112 | ' 1"+� �--1�1�r 1�'��' i�i��--���1" | |- -|- -|- -| |- ' PAINT° LINE PREFERRED FASTENER LOCATIONS . �-NAIL ZONE . Fastening Pattern: | . "'""COMMON BOND ' —~— . ` EXPOSURE � 5-5V8" A ACCEPTABLE CCI FASTENER LOCATION DO NOT FASTEN ALONG EDGE OF COMMON BOND PREFERRED FASTENER �LOCATION� ------------------------- ---__—___----------_---' ---___----_---____—_---' � For slopes equal toorgreater than 2112 � NAIL ZONE FASTENERS COMMON BOND Fastening Pattern: � ' � = sa/8' Page 11of19 107 #1 M-1 0 1 r-T H V M— 2T-77=1 Dimensions: 13-%" x 39-3/8" ------------------------- Plant Location(s): ----------------------------------------------------------------------------------------- Phillipsburg, Frederick ---- - ----- -- -- -------------------- - For slopes 2: 12 up to but less than 21:12 FASTENERS NAIL ZONE COMMONBOND Fastening Pattern: :6-1/8" Epos URE 5-W" VL� [*-- 12-1/2" -4— 12-3/8" -+— 112-1/2"--� ------------------------------------------------------------------------------------------------------------------- For slopes equal to or greater than 21:12 NAIL ZONE FASTENERS COMMONSOND Fastening Pattern: 0 EXP SURE 5-5/8" EXPOSURE � -7-1/2"-+-7-1/2"-+- 7-318--+-7-112"-+-7-1/2'--0j Dimensions: ------------------------* Plant Location(s): ------------------------ 13-%" x 393/811 Dallas, Frederick --------------------------------------------------------------------------------------- For slopes 2:12 up to but less than 21:12 FASTENERS I M# M1101?yt v Ilk I Fastening Pattern: IT EXPOSURE 5-518" 2-1/2L+— 12-30' ------------------------- ----------------------------------------------------------------------------------------- For slopes equal to or greater than 21:12 NAIL ZONE/ ASTENERS;P COMMON BOND Fastening Pattern: �EXPOSURE 5 Sr �-v Page 12 of 19 Dimensions: 17-1/2x40^ ----------------------------------------------------------------------------------------- | PlantLocetnn(s): Phillipsburg ------------------------ -------------_-----------____—_—__—_—_--_—__' | Foralopeo212uptobutlemothan2112 � Notch m"� Fasteners Nail � . " Fastening Pattern: . _ ---------_—_+—___—_—_—_—____—___—_—__—__—__—_—_—_______-- ' For slopes equal buorgreater than 2112 Notches . � | . 61 |Fasteners� �NaR� Fastening Pattern: � � _�. � i | a^ . xp=°e � � � | � � Apply under each tab rgiammerasphalt adhesive cemenc � . � Page 13m1n vintaae iz x w Hit) ana Dimensions: 12" x 12" ------------------------ ----------------------------------------------------------------------------------------- Plant Location(s): Phillipsburg ------------------------r----------------------------------------------------------------------------------------- 12" Fastening Pattern: Exposure Nails s ffo 1 int T in. 5 1/2" Page 14 of 19 I able 9— 'IZ=/a X U Hip and K Dimensions: 12 '/4" x 12" ------------------------ T______________-__._________.______.____.___..._-_____._________.________________._____._. Plant Locations): Frederick, Joplin Nails 12 '/47 1 in.Ia- Fastening Pattern: 1 in. 118" 5 518" Exposure Page 15 of 19 1m-mennane:K Dimensions: 13-%"x30'98 . ----_-___---',_-_--_-____-_-------__-_--_-____-_-------_--' PhantLoomthoo(a): Joplin, Philipsburg ------------------------- --_----_----_-__-_-_----_----___-___------__' | Foralopee 212uphubut less than 2112 � � NAIL ZONE �FASTENERS COMMONBOND Fastening Pattern: � � ' | { \ \ / \ | ( � . -' ' 02-1/2"-^^-12'3W���" --------------- ;__-__-_-_-_____-_____-_-__--__________--____' � For slopes equal bocvgreater than2112 � NAIL ZONE � "=`ENEBOND ^'~~ '~' F � "-. 5-518. | Page 1snf10 Table 11 Heritage HiD and Ridae IR Dimensions: 12-/-" x 12" ------------------------- ----------------------------------------------------------------------------------------- Plant Location(s): Joplin ------------------------ r ----------------------------------------------------------------------------------------- 7 Nails A, Fastening Pattern: 12--!/.7 i it I in. T 5 5181* Exposure 12" Table 12 Heritage Vintage Starter Page 17 of 19 vronne i nan A i Dimensions: ----------------------------------------------------------------------------------------------------------------- 13 1/° x 39-3/8" Plant Location(s): Philipsburg and Frederick ------------------------ T ----------------------------------------------------------------------------------------- For slopes 2:12 up to but less than 21:12 12-1/7—i 12-3/9' ( 12-1/2 Preferred Fastener locations aX D—Nail Zone '� _ 5-5/8" Paint Lines d - " Exposure Fastening Pattern: M ._ 39-T7 3/8a Acceptable Fastener Location Preferred Fastener Location ------------------------- ----------------------------------------------------------------------------------------- For slopes equal to or greater than 21:12 I 16' - !. 16" + ..-7-3/8"—•i 8-1/T—► y— �11I I i11l� Required Fastener Locations c > 4 —Nail Line Fastening Pattern: - 5-5J8> Exposure Paint Lines 39-3/8" Required Fastener Location Page 18 of 19 © 2020 UL LLC This UL Evaluation Report is not an endorsement or recommendation for use of the subject and/or product described herein. This report is not the UL Listing or UL Classification Report that covers the subject product The subject product's UL Listing or UL Classification is covered under a separate UL Report. UL disclaims all representations and warranties whether express or implied, with respect to this report and the subject or product described herein. Contents of this report may be based on data that has been generated by laboratories other than UL that are accredited as complying with iSOIIEC Standard17025 by the International Accreditation Service (IAS) or by any other accreditation body that is a signatory to the International Laboratory Accreditation Cooperation (]LAC) Mutual Recognition Arrangement (MRA). The scope of the laboratory's accreditation shall include the specific type of testing covered in the test report. As the accuracy of any non-UL data is the responsibility of the accredited laboratory, UL does not accept responsibility for the accuracy of this data. Page 19 of 19