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HomeMy WebLinkAboutPRODUCT APPROVAL - ASPHALT SHINGLES2/25/2021 Florida Building Code Online Business & Professional Regulation w BCIS Home I Log In ! User Registration � Hot Topics Submit Surcharge Stats & Facts Publications or _ PApproval USER:ER: Public User Pry APPmYai Mena a PrpduU or Ap_pEicat on 5 arch > Application L,� > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Evaluation Entity Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence k Contact Us BCIS site 11zp Links Search FL18355-R6 Revision 2020 Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary, TAMKO Building Products LLC PO Box 97 Galena, KS 66739 (417) 624-6644 Ext2305 kerri_eden @tamko.com Kerri Eden kerri_eden@tamko.com Kerri Eden PO Box 1404 Joplin, MO 64802 (417) 624-6644 Ext2305 kerri_eden@ta m ko, co m Roofing Asphalt Shingles Evaluation Report from a Product Evaluation Entity UL LLC UL LLC 11/18/2021 Robert Nieminen, PE, MEMO ETC, LLC Validation Checklist - Hardcopy Received FLIS 55 R6 COI UL StaoLards of Business Conduct - Independence,pdf Referenced Standard and Year (of Standard) Standard Year ASTM D3161 2016 ASTM D3462 2010 ASTMD D7158 2019 Equivalence of Product Standards Certified By Sections from the Code https:Ilwww.floridabuilding.orglprlpr_app_dtl.aspx?param=wGEVXQwtDquvosrHazGXQW83MPT3uofKAoKylAzpH5w7DkXuKoi51Q%3d%3d 112 212512021 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 Summary of Products FL # Model, Number or Name 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 Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. rLi8355 R6 II ZQ20 11 18 TAMKQ L R2 1 -01.� {d Verified By: UL LLC Created by Independent Third Party: Evaluation Reports FL1835-5_ R6 AE 2020 it 18 TgMKO UL ER2219-Q1 p_df 6atk f+iexY Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-18 4 The State of Florida is an AA/EEO employer, copyright 20D7-2013 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 mall 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(I), 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 avallable to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: W1 � Mick Credit Carr) Safe https:llwww.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquvosrHazGXQW83MPT3uotKAOKy[AzpH5w7DkXuKoJ5lQ%3d%3d 2/2 UL Evaluation Report UL ER2919-01 Issued: May 21, 2013 Revised: November 18, 2020 Visit UL, LLC's Product iQTM database for the status of this UL Category Code: ULEZ CSI MasterFormat® DIVISION: 07 00 00 — THERMAL AND MOISTURE P 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 (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 '/4 X 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) 1112018, 2015, 2012, and 2009 International Residential Code ® (IRC) ■ 2020 Florida Building Code — Building ■ 2020 Florida Building Code — Residential ■ ICC ES Acceptance Criteria for Quality Documentation (AC10) The products were evaluated for the following properties: ■ Exterior Fire Exposure (ANSI/UL790, ASTM E108) ■ Wind Resistance (ASTM D3161; ASTM D7158 ■ Physical Properties (ASTM D3462) ■ Impact Resistance (ANSI/UL 2218) 3. REFERENCED DOCUMENTS ■ UL790 (ASTM E108), Standard Test Methods for Fire Tests of Roof Coverings ■ UL 2216 , Standard Test Methods for Impact Resistance of Prepared Roof Covering Materials ■ ASTM D3161, Standard Test Method for Wind -Resistance of Asphalt Shingles (Fan -Induced Method) ■ ASTM D7158, 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 ■ UL Subject 2375 Issue No. 2, Outline of Investigation for Hip and Ridge Shingles (UL Fire and Wind Tests) ■ ICC-ES Acceptance Criteria for Quality Documentation (AC10) 4. USES TAMKO asphalt shingles are used as roof 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. Fire Classification: TAMKO asphalt shingles covered under this Report have been tested for fire classification Class A in accordance with UL 790 (ASTM E108). Shingles tested in accordance with UL790 (ASTM E108) qualify for use under Section 1505.1 of the 2020 Florida Building Code - Building, IBC, Section R902.1 of the IRC and 2020 Florida Building Code - Residential. Wind Resistance: TAMKO asphalt shingles covered under this Report have been tested for wind resistance in accordance with ASTM D3161 or ASTM D7158. Shingles tested in accordance with ASTM D3161 are classified as Class F and qualify for use under the exception to Section 1504.1.1 of the 2018 and 2015 IBC and Section 1507.2.7.1 of the 2012 and 2009 IBC and 2020 Florida Building Code - Building, the exception to Section R905.2.4.1 of the IRC, and Section R905.2.4 of 2020 Florida 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, 2009 IBC and 2020 Florida Building Code - Building, Table R905.2.4.1 of the 2012 and 2009 IRC, or Table R905.2.6.1 of the 2020 Florida 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 a maximum building height of 60 feet (18.3 m). Installation must be in accordance with Section 1507.2.6 of the 2018 IBC, 2020 Florida Building Code - Building, and Section 1507.2.7 of the 2015, 2012, and 2009 IBC, or Section R905.2 of the IRC and 2020 Florida Building Code - Residential, as applicable. Page 2 of 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 f]3462 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 13 for product dimensions and manufacturing locations. 6.3 Hip & Ridge Shingles — 12-'/a 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 12-1/ inch by 12-inch (305 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 Underlayment and Ice Barriers: For roof slopes 4:12 and greater, the roof deck must be covered with a minimum of one layer of underlayment as described in Sections 7.2 and 7.3 of this Report. Underlayment application must be in accordance with Table 1507.1.1 of the 2018 IBC, 2020 Florida Building Code - Building, and Section 1507.2.8 of the 2015, 2012, and 2009 IBC or Section R905.2.7 of the IRC and Section 905.2.3 of the 2020 Florida Building Code - Residential, as applicable. For roof slopes 2:12 and up to but less than 4:12, two layers of the underlayment 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. Underlayment application must be in accordance with Section 1507.1.1 of the 2018 IBC, 2020 Florida Building Code - Building, and Section 1507.2.8 of the 2015, 2012, and 2009 IBC, Section R905.1.1 of the IRC, and 2020 Florida Building Code - Residential, as applicable. In areas where there has been a history of ice forming along the eaves, causing a backup 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 R9052.7 of the 2018 IRC, 2020 Florida Building Code - Residential, and Section R905.16.4.1 2015 IRC, and Section R905.2.7.1 of the 2012, and 2009 IRC, as applicable. 6.2 Starter Shingle: A starter course, as described in Section 7.4 of this Report, must be attached to the eave edge using fasteners described in Section 7.5 of this Report, located 1-'/2 to 3 inches (38.1 to 76.2 mm) from the eave edge and spaced 1 inch (25.4 mm) and 12 inches (305 mm) from each end, for a total of four fasteners per shingle. Starter strips must overhang the eave and rake edges'/ to/4 inch (6.4 to 19.1 mm) if no drip edge flashing is present_ If drip edge flashing is present, install shingles even with the drip edge or overhang the drip edge up to % inch. 6.3 Asphalt Shingles: The first course of field shingles must be installed over the starter course described in Section 7.4 of this Report. Shingles must be installed with vertical joints offset a minimum of 4 inches (102 mm) from adjacent courses. 6.3.1 Three -Tab Shingles — Elite Glass -Seal: 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 Table 2. For roof slopes equal to or greater than 21:12 (175% slope), six fasteners must be used, spaced as shown in Table 2. Fasteners must be in a nail area between 551a inches and 6-% inches from the butt edge of the shingle. Maximum exposure to the weather must be 5-1/ inches (130 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. A 1-in diameter (25.4 mm) spot of asphalt cement complying with ASTM D4586, Type I, Class I, should be placed under the corner of each tab (two spots per tab). Page 4 of 19 6.5 Hip and Ridge Application: 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 12-1/4 X 12 Hip and Ridge and 12-'/ x 12 Heritage Hip and Ridge IR prefabricated hip and ridge shingles must be applied with a maximum exposure of 5-Ye 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 3/ 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 cf 19 7.5 Fasteners: Fasteners must be minimum No. 12 gage [0.105 inch (2.7 mm)], 3/-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 3I4-inch (19.1 mm) thick. Fasteners must be compliant with ASTM F1667. 7.6 Asphalt Cement: Asphalt cement must comply with ASTM D4586, Type 1, 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 11 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 iQT` 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 (TFWZ). 9.2.2 UL test reports and Classification in accordance with ASTM D3462 for Prepared Roof - Covering Materials (IFWZ). 9.2.3 UL test reports and Classification in accordance with ASTM D7158, Class H for Prepared Roof -Covering Materials (TGAH). 9.2.4 UL test reports and Classification in accordance with ASTM D3161, Class F Prepared Roof -Covering Materials (I-FWZ). 9.3 Quality Documentation in accordance with IMES 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 EVALUATION REPORT 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 iC 'I database. Table 1 — Manufacturing Locations LISTEE LOCATION FACTORY ID TAMKO BUILDING PRODUCTS LLC 7910 S CENTRAL EXPY DALLAS TX 75216 D TAMKO BUILDING PRODUCTS LLC 4500 TAMKO DR FREDERICK MD 21704 F TAMKO BUILDING PRODUCTS LLC 601 N HIGH ST J JOPLIN MO 64801 TAMKO BUILDING PRODUCTS LLC 1598 HWY 183 P PHILLIPSBURG KS 67661 KAUL INDUSTRIAL PARK TAMKO BUILDING PRODUCTS LLC 2300 35TH ST T . TUSCALOOSA AL 35401 Page 8 of 19 liable 2 — Elite Glass -Seal Dimensions: 12-1/4" x 36" ---------------------------------------- Plant Location(s): Frederick, Joplin ------------------------ ----------------------------------------------------------------------------------------- For slopes 2:12 up to but less than 21:12 NAILS _V Fastening Pattern: Nailing---- ------------ ------------ - 6-7/8" ---------------------------------- -- --------- Area -------------------- - L_ - - - ------------------ - - Butt Edge ---------- -------------- ----------------------------------------------------------------------------------------- For slopes equal to or greater than 21:12 NAILS Fastening Pattern: Nailin'------------------------------ -- Area g,EE ----- ----------_-------- -------- ............................ ------------- ---------- - 5-5Y8' Butt Edge Page 9 of 19 0 Dimensions il --fN?i — Merl 13 '/4" x 39318" ---------------- ---------------------------------------------------------------------------------- Plant Location(s): Dallas, Frederick, Joplin, Phillipsburg -------------- T---__----------------•---------------•._---------------- --------------__------------------ For slopes 2:12 up to but less than 21.12 NAIL ZONE COMMON ROND Fastening Pattern: 5-518" 1 - � -irk" }•- 12-3/8" - +- 12-1112-- - �-I ` ------------- T---------------------------- _---___------------`--`--------------- For slopes equal to or greater than 21:12 NAIL ZONE FASTENERS COMMON BOND Fastening Pattern: if8" EXPOSURE 5-518" Page 10 of 19 Table 4 — Heritage Dimensions: 13-'/" x 39-3/8" ------------------------T---------------------------- ---------------- Plant Location(s): Tuscaloosa -------------------------------------------------------------------------------------------------- --------------- ar slopes 2:12 up to but less than 21:12 1" 12-1/2" —�I --- 12-3I8" —em s — 12-1/2' PAIN PREFERRED FASTENER LOCATIONS LINE 7-718" 11 SNAIL ZONE Fastening Pattern: 6'1/8" 1� j� t EDGECOMOF ON BOND EXPOSURE ACCEPTABLE 5-5l3" FASTENER LOCATION DO NOT FASTEN ALONG EDGE OF COMMON BOND -- -- ---PREFERRED FASTENER LOCATION ------------------------' ------------------------------------------------ For slopes equal to or greater than 21:12 NAIL ZONE FASTENERS COiVlMON BOND Fastening Pattern: EXPOSURE 5-5ts" �=� �#7-i12"-►�+F7 tF2"�# 7-3f8"-►�7-9/2"+�-7-il;L°� ��" Page 11 of 19 Plant Location(s): Phillipsburg, Frederick For slopes 2:12 up to but less than 21-.12 NAIL ZONE FASTENERS COMMONBOND I Fastening Pattern: NAIL ZONE FASTENERS COMMON8 ONU Fastening Pattern: 2!?EX7P0SURE 5-5M" —M ------------------------ -----------------�----------- . -------------- � Plant Location(s) Dallas, Frederick ------------'-------------------_--_----_—. � For ohpou��12upbxbut �uuthan-21-��------------ � N& ZONE� FASTENERS T COMMON BONE) Fastening Pattern: .� EXPOSURE 5~ � 1 2-112-3M" ------------------------ +-------------------------------' U � For �op000qudtoor greater than NAIL ZONE/ COMMON wo Ir Fastening Pattern: Page 1omm — Hentame Vin Dimensions: 17-1/2" x 40" ------------------------- --------------- ----------- -------------------------------- ----------------------- Plant Location(s): Phillipsburg ------------------------- --------------------------- ------------------------------------------------------------- For slopes 2:12 up to but less than 21:12 40' -9 z Exposure Z —cram. - gR Fastene[5 N34 'zone, Fastening Pattern: 0 0- 17-1121 or ---------- --------- -S---P-e-s- -e-equal io, ---- --- ----------------------------------------- For 10greater than 21:12 Alig., t4 ZozcZez 7 Fasteners Nail Fastening Pattern: 0 EXPDSUIQ 0 APPIY un&r each tab I' diam^qer Page 13 of 19 _ Heritage Vintage 1ZX12Hip and Ridmm Dimensions: 12^x12° --------------- -------- �-------------_--_----------------------------- . Pfant .- : Phillipsburg ------------;---------_--------------�------_��-----�����-- . -- Nails � | � | . .^ I it Fastening Pattern: � | U Page 14of1e Plant Location(s): Frederick, Joplin ------------r-------------------------------------------------- � . . . Fastening Pattern- Page 15m10 '12:' —Huritawm|R Dimensions: � � � 13-/4.x38-9x _-----------�----------------------------------_-----------' PbontLocmtAon(s)- ; Joplin, Philipsburg ------------------------ ------_-----_------------__-- � For slopes ��12upbobut �oothan '21�2----------- i NAIL ZONE �FASTENERS COMMON BOND Fastening Pmtbmnm. � | . .18"EXPOSURE 5-518~ ��' /�^_^J�—' f�-��" 13'1f� —"J�— ' / — ---------------------------- -----��_' ! For�opeoeqwdtourgu/ab�rthon21.1�-------------' � NAIL ZONE !FASTENERS COMMON80ND Fastening Pattern: � EXPOSURE 5-5/8" Page 1nm10 Hip and Ridge IR Dimensions: 12-,-" x 12" ------------------------' i-------------------------------------------------- ----------- Plant Location(s): ; Joplin Fastening Pattern 6 12-'/� 5 1/8" Exposure � I� ]il.� �'{ 3fF .I ZI Table 12 Heritage Vintage Starter Page 17 of 19 Table 13—Heritage PrdinoTitan XT Dimensions: ! 13-Y4"x39-3/81, �------------------------ |--------------------_____________ | � ------------ 'P|ortLocaUon(s): ! Philipsburg and Frederick -------------,---------_-----------------_-----' ! For slopes 212uptqbut less than 2112----------- P PrLIfOrred Fastener Locations refonred Fastener Locations Paint | | � | � � Lines | !T Fastening Pattern: I � —�— � '-7-L ����----°°=° U � U IFastening Pattern: �Acceptable Fastener Location � ' Preferred Fastener Location ---------------------------------------------- � For slopes equal tocxgreater Uhen2112 ----------' � Page mo/10 Line © 2020 UL LLC This UL Evaluation Report is not an endorsement or recommendation for use of the subject andfor 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 ISO/IEC Standard97025 by the International Accreditation Service (!AS) or by any other accreditation body that is a signatory to the International Laboratory Accreditation Cooperation (ILAC) 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