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Q/P/!Cpy!2515 qiztjdbm!obuvsf!pg!uijt!qspevdu!nbz!ifmq!mjnju!boz!joibmbujpot!ps!efsnbm!ib{bse!evsjoh!bqqmjdbujpo!boe!0ps!sfnpwbm/!Ipxfwfs-!gpsdft!tvdi!bt! Kpqmjo-!NP!75913.2515 tbxjoh-!hsjoejoh!ps!esjmmjoh!evsjoh!efnpmjujpo!xpsl!boe!ifbujoh!ps!cvsojoh!nbz!jodsfbtf!uif!joibmbujpo!ps!efsnbm!fyqptvsf!ib{bse!pg!uijt!qspevdu/ 911.752.57:2 ubnlp/dpn ª312:!UBNLP!Cvjmejoh!Qspevdut-!Jod/!UBNLP!boe!UBNLP!mphp!bsf!sfhjtufsfe!usbefnbslt!pg!UBNLP!Cvjmejoh!Qspevdut-!Jod/Sfw/!150410312: GCD!218!.!!SFNJOEFS .!3131!GCD!Sftjefoujbm!8ui!Fejujpo!sfrvjsft!uif!jotubmmbujpo!pg!uxp mbzfst!pg!xbufs!cbssjfs!)voefsmbznfou* Tff;!S:16/2/2/2/5!.!Voefsmbznfou!gps!btqibmu-!nfubm-!njofsbm tvsgbdfe-!tmbuf!boe!tmbuf.uzqf!sppg!dpwfsjoht UL Evaluation Report UL ER2919-01 Issued: May 21, 2013 Revised: November 18, 2020 Visit UL, LLC’s Product iQ™ database for the status of this Report. UL Category Code: ULEZ CSI MasterFormat® DIVISION: 07 00 00 – THERMAL AND MOISTURE PROTECTION 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, 12-¼ X 12 HIP AND RIDGE, AND 12-¼ 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 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 2218 , 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 asphaltshingles 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 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. 5.1Three-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 andhave beads of thermal-tab sealing adhesive above the shingle butt on the weather side. See Table 2 for product dimensions and manufacturing locations. 5.2Laminated 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. 5.3Hip & Ridge Shingles – 12-¼ X 12 Hip and Ridge, Heritage Vintage 12 X 12 Hip and Ridge, 12-¼ X 12 Heritage Hip and Ridge IR: Hip and Ridge are prefabricated hip and ridge shingles available as 12-¼ X 12 Hip and Ridge and 12-¼ 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 12-¼ 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 6.1Underlayment 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 R905.2.7 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. 6.2Starter 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 1-½ 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 ¼ to ¾ 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 ¾ inch. 6.3Asphalt 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. 6.3.1Three-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. 57 Fasteners must be in a nail area between 5-/ inches and 6-/ inches from the butt edge of 88 the shingle. Maximum exposure to the weather must be 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 6.3.2Laminated 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 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. 1 Fasteners must be located 6 and 11-/ inches (152 and 292 mm) above the butt edge of the 2 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. 6.4Valley 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 2015, 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 6.5Hip and Ridge Application: Hip and ridge shingles must be placed evenly over hips and ridges, and must be fastened to the 1 roof deck using two fasteners, one located on either side of the shingle, 5-/ inches (140 mm) or 2 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 ¼ inch (6.4 mm) longer than those used in the field of the roof, as specified in Section 7.5 of this report. The 12-¼ X 12 Hip and Ridge and 12-¼ x 12 Heritage Hip and Ridge IR prefabricated hip and ridge shingles must be applied with a maximum exposure of 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. 6.6Reroofing: 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 ¾ inch (19.1 mm) into the sheathing, or through the sheathing where the sheathing is less than ¾ 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 7.1Sheathing: The roof deck must be code-complying, minimum 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. 7.2Underlayment: 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. 7.3Self-adhering Polymer Modified Bitumen Sheet: The self-adhering polymer modified bitumen sheet must comply with ASTM D1970. 7.4Starter 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 7.5Fasteners: Fasteners must be minimum No. 12 gage \[0.105 inch (2.7 mm)\], diameter head (9.5 mm), galvanized, stainless steel, aluminum or copper corrosion-resistance nails. Fasteners must be of 3 sufficient length to penetrate into the sheathing /-inch (19.1 mm), or through the sheathing, where 4 3 the sheathing is less than /-inch (19.1 mm) thick. Fasteners must be compliant with ASTM F1667. 4 7.6Asphalt 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 iQ™ 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 iQ™ 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 (TFWZ). 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 (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 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 iQ™ database . Table 1 Manufacturing Locations LISTEELOCATIONFACTORY ID 7910 S CENTRAL EXPY TAMKO BUILDING PRODUCTS LLCD DALLAS TX 75216 4500 TAMKO DR TAMKO BUILDING PRODUCTS LLCF FREDERICK MD 21704 601 N HIGH ST TAMKO BUILDING PRODUCTS LLCJ JOPLIN MO 64801 1598 HWY 183 TAMKO BUILDING PRODUCTS LLCP PHILLIPSBURG KS 67661 KAUL INDUSTRIAL PARK TAMKO BUILDING PRODUCTS LLC2300 35TH STT TUSCALOOSA AL 35401 Page 8 of 19 Table 2 Elite Glass-Seal Dimensions: 12-¼” x 36” Plant Location(s):Frederick, Joplin For slopes 2:12 up to but less than 21:12 Fastening Pattern: For slopes equal to or greater than 21:12 Fastening Pattern: Page 9 of 19 Table 3 Heritage 3 Dimensions: 13-¼” x 39-/” 8 Plant Location(s):Dallas, Frederick, Joplin, Phillipsburg For slopes 2:12 up to but less than 21:12 Fastening Pattern: For slopes equal to or greater than 21:12 Fastening Pattern: Page 10 of 19 Table 4 Heritage 3 Dimensions: 13-¼” x 39-/” 8 Plant Location(s):Tuscaloosa For slopes 2:12 up to but less than 21:12 Fastening Pattern: For slopes equal to or greater than 21:12 Fastening Pattern: Page 11 of 19 Table 5 Heritage Premium 3 Dimensions: 13-¼” x 39-/” 8 Plant Location(s):Phillipsburg, Frederick For slopes 2:12 up to but less than 21:12 Fastening Pattern: For slopes equal to or greater than 21:12 Fastening Pattern: Table 6 Heritage Woodgate 3 Dimensions: 13-¼” x 39-/” 8 Plant Location(s):Dallas, Frederick For slopes 2:12 up to but less than 21:12 Fastening Pattern: For slopes equal to or greater than 21:12 Fastening Pattern: Page 12 of 19 Table 7 Heritage Vintage 1 Dimensions:17-/ ” x 40” 2 Plant Location(s):Phillipsburg For slopes 2:12 up to but less than 21:12 Fastening Pattern: For slopes equal to or greater than 21:12 Fastening Pattern: Page 13 of 19 Table 8 – Heritage Vintage 12 X 12 Hip and Ridge Dimensions: 12” x 12” Plant Location(s):Phillipsburg Fastening Pattern: Page 14 of 19 Table 9 12-¼ X 12 Hip and Ridge Dimensions: 12-¼” x 12” Plant Location(s):Frederick, Joplin Fastening Pattern: Page 15 of 19 Table 10 Heritage IR 3 Dimensions: 13-¼” x 39-/” 8 Plant Location(s):Joplin, Philipsburg For slopes 2:12 up to but less than 21:12 Fastening Pattern: For slopes equal to or greater than21:12 Fastening Pattern: Page 16 of 19 Table 11 Heritage Hip and Ridge IR ¼ Dimensions:12- ” x 12” Plant Location(s):Joplin Fastening Pattern: Table 12 Heritage Vintage Starter Page 17 of 19 Table 13 – Heritage Proline Titan XT 3 Dimensions: 13-¼” x 39-/” 8 Plant Location(s):Philipsburg and Frederick For slopes 2:12 up to but less than 21:12 Fastening Pattern: For slopes equal to or greater than 21:12 Fastening Pattern: 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 ISO/IEC Standard17025 by the International Accreditation Service (IAS) 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 GCD!218!.!!SFNJOEFS .!3131!GCD!Sftjefoujbm!8ui!Fejujpo!sfrvjsft!uif!jotubmmbujpo!pg!uxp mbzfst!pg!xbufs!cbssjfs!)voefsmbznfou* Tff;!S:16/2/2/2/5!.!Voefsmbznfou!gps!btqibmu-!nfubm-!njofsbm tvsgbdfe-!tmbuf!boe!tmbuf.uzqf!sppg!dpwfsjoht GCD!218!.!!SFNJOEFS .!3131!GCD!Sftjefoujbm!8ui!Fejujpo!sfrvjsft!uif!jotubmmbujpo!pg!uxp mbzfst!pg!xbufs!cbssjfs!)voefsmbznfou* Tff;!S:16/2/2/2/5!.!Voefsmbznfou!gps!btqibmu-!nfubm-!njofsbm tvsgbdfe-!tmbuf!boe!tmbuf.uzqf!sppg!dpwfsjoht