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HomeMy WebLinkAboutProduct Approval Metal RoofingFlorida Building Code Online- Page 1 of 4 T , BCIS Home Log In User Registration Hot Topics Submit Surcharge stats & Facts Publications i FBC}Staff BCIS Site Map Links Search Flarida "p, Product Approval �� r � USER: Public User F�l LE 'to '0"4- 0 P y Product Approval Menu > Product or Application Search > Application Llst > Application Detail FL # FL17022-R6 P Application Type Revision THESE, PU6,,i 9 AND ALL PROPOSE-D VVORYX Code Version 2014 L� Application Status Approved ARE SUNECT TO ANY �+OR•REC E IC?43 -REQUIRED BYFIELD IMS>`ECTORS THAT Comments illAY BE NECESSARY III; 0111 Ci 10 Archived Q C10jle'aKY l ITl l I A,,' -I. A.QFI.1C. SSE CCV cam. Product Manufacturer Extreme Metal Fabricators, LLC. Address/Phone/Email 2160 SW Poma Drive Palm City, FL 34990 . (772)872-8034 tara@extrememetalfabricators.com Authorized Signature James Buckner jimmy@cbuckinc.net Technical Representative Richard McKuhen 0 Address/Phone/Email 2160 SW Poma Drive Palm City, FL 34990' ST. LUCIE C&NTY (772) 872-8034 BUILDING DIVISION rchard@emfab,net REVIEWED FOR COMPL Quality Assurance Representative REVIEWED BY Address/Phone/Email DATE ��— PLANsAND PE IT Category Roofing MUST BE KEPT O JOB OR Subcategory Metal Roofing N O INSPECTION WILL BE MADE Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed James L. Buckner, P.E. @ CBUCK, Inc. the Evaluation Report Florida License PE-31242 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 04/22/2024 Validated By Michael John Riemer, P.E. © Validation Checklist - Hardcopy Received Certificate of Independence FL17022 R6 COI CertOfIndep.pdf Referenced Standard and Year (of Standard) Standard Year TAS 125 2003 UL 1897 2004 UL 580 2006 Equivalence of Product Standards Certified By Sections from the Code http: //www. floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEVXQwtD gv2aB QpHp Q Qe... 8/4/2017 Florida Building Code Online Page 2 of 4 Product Approval Method Method 1 Option D Date Submitted 10/21/2016 Date Validated 12/29/2016 Date Pending FBC Approval 10/24/2016 Date Approved 01/01/2017 Summary of Products FL # Model, Number or Name I Description 17022.1 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +N/A/ -Table A Other: Refer to evaluation report for conditions and limitations of use. Install the assembly in compliance with the installation method listed in this report and applicable code sections of FBC. Refer to manufacturer's installation instructions as a supplemental guide for attachment. 26 Gauge steel, 3/8" rib height, 24" wide lapped roof panel mechanically attached to Wood Deck with screws Installation Instructions FL17022 R6 II 1 5VCrimo 26oa WoodDeck EVALREPORT R6.pdf Verified By: James L. Buckner, P.E. @ CBUCK Engineering P.E. #31242 Created by Independent Third Party: Yes Evaluation Reports FL17022 R6 AE 1 5VCrimD 26oa WoodDeck EVALREPORT R6.odf Created by Independent Third Party: Yes 17022.2 "SV Crimp" (R6e F 0.032" Aluminum, 3/8" Rib height, 21" wide lapped roof panel, mechanically attached to wood deck with exposed screws. Limits of Use Installation Instructions Approved for use in HVHZ: No FL17022 R6 II 2 5VCrimo 032A1un1 WoodDeck EVALREPORT R6.1)df Verified By: James L. Buckner, P.E. @ CBUCK Engineering P.E. #31242 Approved for use outside HVHZ: Yes Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +N/A/ -Table A Evaluation Reports Other: Refer to evaluation report for FL17022 R6 AE 2 5VCrimo 032A1um WoodDeck EVALREPORT R6.udf Created by Independent Third Party: Yes conditions and limitations of use. Install the assembly in compliance with the installation method listed in this report and applicable code sections of FBC. Refer to manufacturer's installation instructions as a supplemental' guide for attachment. 17022.3 3 - "1.5" Mechanical 1.5" rib height, 16" wide, 24 gauge steel, standing seam roof panel Seam" (115) 1 mechanically attached to wood deck with clips and screws. Limits of Use Installation Instructions Approved for use in HVHZ: No FL17022 R6 II 3 1.5 MechSeam 24ga WoodDeck EVALREPORT.pdf Approved for use outside HVHZ: Yes Verified By: James L. Buckner, P.E. @ eBUeK Engineering P.E. #31242 Impact Resistant: No ereated by Independent Third Party: Yes Design Pressure: +N/A/ -Table A Evaluation Reports Other, Refer to evaluation report for FL1e022 Re AE 3 1.5 MechSeam 24ga Woodeeck EVALREPORT.odf conditions and limitations of use. Install the ereated by Independent Third Party: Yes assembly in compliance with the installation method listed in this report and applicable code sections of FBC. Refer'to manufacturer's Installation instructions as a supplemental guide for attachment. le022.4 4 - "1.5" Mechanical 1.5" rib height, le" wide, 0.032" aluminum, standing seam roof panel Seam" (115) 1 mechanically attached to wood deck with clips and screws, Limits of Use Installation Instructions Approved for use in HVHZ: No FL1e022 Re II 4 1,5 Approved for use outside HVHZ: Yes MechSeam 032A1um Woodeeck EVALREPORT.pdf Impact Resistant: No Verified By: James L. Buckner, P.E. @ CBUCK Engineering P.E. #31242 Design Pressure: +N/A/ -Table A Created by Independent Third Party: Yes Other: Refer to evaluation report for Evaluation Reports conditions and limitations of use. Install the FL17022 R6 AE 4 1.5 assembly in compliance with the installation MechSeam 032A1um WoodDeck EVALREPORT.odf method listed in this report and applicable code Created by Independent Third Party: Yes sections of FBe. Refer to manufacturer's installation instructions as a supplemental guide for attachment. 17022.5 15 - "l in. Nail'Strip" (R5e 1" rib height, 16" wide, 26 gauge steel, standing seam roof panel mechanically attached to wood deck with screws. InstallationLimits of Use Instructions Approved for use in HVHZ: No I FL17022 R6II5 1Nail 2_Strip 26oa WoodDeck EVALREPORT.odf http://www.floridabuilding.org/pr/Pr�_app_dtl.aspx?param --wGEVXQwtDqv2aBQpHpQQe... 8/4/2017 Florida Building Code Online Page 3 of 4 Approved for use outside HVHZ: Yes Verified By: James L. Buckner, P.E. @ CBUCK Engineering P.E, #31242 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +N/A/ -Table A Evaluation Reports Other: Refer to evaluation report for FL17022 R6 AE 5 1NailStrip 26aa WoodDeck EVALREPORT.pdf Created by Independent Third Party: Yes conditions and limitations of use. Install the assembly in compliance with the Installation method listed in this report and applicable code sections of FBC. Refer to manufacturer's installation Instructions as a supplemental guide for attachment. 17022.6 6 - "1 in. Nail Strip" (115) 1" rib height, 16" wide, 0.032" aluminum, standing seam roof panel mechanically attached to wood deck with screws. Limits of Use Installation Instructions Approved for use in HVHZ: No FL17022 R6 II 6 1NailStrip 032A1um WoodDeck EVALREPORT.pdf Verified By: James L. Buckner, P.E. @ CBUCK Engineering P.E. #31242 Approved for use outside HVHZ: Yes Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +N/A/ -Table A Evaluation Reports Other: Refer to evaluation report for FL17022 R6 AE 6 1NailStrip 032Alurn WoodDeck EVALREPORT.pdf Created by Independent Third Party: Yes conditions and limitations of use. Install the assembly in compliance with the installation method listed in this report and applicable code sections of FBC. Refer to manufacturer's installation instructions as a supplemental guide for attachment. 17022.7 7 - "1.5 in. Nail Strip" (115) 1.5" rib height, 19" wide, 26 gauge steel, standing seam roof panel mechanically attached to wood deck with screws. Limits of Use Installation Instructions Approved for use in HVHZ: No FL17022 R6 II 7 1.5NailStrip 26aa WoodDeck EVALREPQRT.odf Verified By: James L. Buckner, P.E. @ CBUCK Engineering P.E. #31242 Approved for use outside HVHZ: Yes Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +N/A/ -Table A Evaluation Reports Other: Refer to evaluation report for FL17022 R6 AE 7 1.5NWIStrio 26na WoodDeck EVALREPORT.pdF Created by Independent Third Party: Yes conditions and limitations of use. Install the assembly in compliance with the installation method listed in this report and applicable code sections of FBC. Refer to manufacturer's installation instructions as a supplemental guide for attachment. 17022.8 8 - "EMAX Rib" (R5) 29 gauge steel, lapped roof panel mechanically attached to wood deck with exposed screws. Limits of Use Installation Instructions Approved for use in HVHZ: No FL17022 R6 II 8 EMAX Rib 29oa WoodDeck EVALREPORT.pdf Approved for use outside HVHZ: Yes Verified By: James L. Buckner, P.E. @ CBUCK Engineering P.E. #31242 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +N/A/ -Table A Evaluation Reports Other: Refer to evaluation report for FL17022 R6 AE 8 EMAX Rib 29ria WoodDeck EVALREPORT.pdf Created by Independent Third Party: Yes conditions and limitations of use. Install the assembly in compliance with the installation method listed in this report and applicable code sections of FBC. Refer to manufacturer's installation instructions as a supplemental guide for attachment. 17022.9 9- " PBR MAX" (R5) 26 gauge steel, lapped roof panel mechanically attached to wood deck with exposed screws. Limits of Use Installation Instructions Approved for use in HVHZ: No FL17022 R6 II 9 PBR Rib 26na WoodDeck EVALREPORT.pdf Verified By: James L. Buckner, P.E. @ CBUCK Engineering P.E. #31242 Approved for use outside HVHZ: Yes Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +N/A/ -Table A Evaluation Reports Other: Refer to evaluation report for FL17022 R6 AE 9 PBR Rib 26ga WoodDeck EVALREPORT.pdf Created by Independent Third Party: Yes conditions and limitations of use. Install the assembly in compliance with the installation method listed in this report and applicable code sections of FBC. Refer to manufacturer's installation instructions as a supplemental guide for attachment. Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 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 http://www.floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgv2aB QpHpQQe... 8/4/2007 SpPclalfiy Structural EnglnL=erinq CBUCK, Inc. Certificate of Authorization #8064 Evaluation Report r "5-V Crimp" mlLt'"o CO-PY Metal Roof Assembly Manufacturer: Extreme Metal Fabricators; LLC. 2160 SW Poma Drive Palm City, FL 34990 (772) 872-8034 for Florida Product Approval # FL 17022.1 R6 Florida Building Code 5th Edition (2014) Per Rule 61G20-3 Method: 1- D Category: Sub - Category: Product: Material: Panel Thickness: Panel Width: Support: Prepared by: James L. Buckner, P.E., SECB Florida Professional .Engineer # 31242 Florida Evaluation ANE ID: 1916 Project Manager: Diana Galloway Report No. 16-166-5V-56W-ER (Revises 16-123-5V-56W-ER) Date: 12 / 22 / 16. Contents: Evaluation Report Pages 1—.7 Roofing Metal Roofing 5-V Crimp Roof Panel Steel 26 gauge 24" Wood Deck Digitally signed by James L. Buckner, P.E. Electronically signed and sealed documents shall comply with the provisions of FAC Rule 61G15-2 .\ %J llII11/1,,, Sue *' No31242 T'• STATE OF ''•.FLORIDP 2016.12.28 14:08:53-05'00' CBUCK, Inc. - Palm Beach County, Florida Phone: (561) 491-9927 • Email: cbuck@cbuckinc.net • Website: www.cbuckinc'.net Mail Address: 2637 E. Atlantic Blvd, #34069, Pompano Beach, FL 33062 FL #: FL 17022.1 R6 Date: 12 / 22 / 16 ' Report No.: 16-166-5V-S6W-ER Page 2 of 7 Specialty Structural ; Engineering CBUCK, Inc. Certificate of Authorization #8064 __F_ Manufacturer: Extreme Metal Fabricators, LLC. 2160 SW Poma Drive Palm City, FL 34990 (772) 872-8034' http://www.6xtrememetalfabricators.com/ Product Name: Product Category: Product Sub -Category Compliance Method: Product/System Description: Product Assembly as Evaluated: 5-V Crimp Roofing I . Metal Roofing State Product Approval Rule 61G20-3.005 (1) (d) 5-V Crimp Roof Panel, 26 Gauge steel, 24" wide panel mechanically attached to Wood Deck with screws. Refer to Page. 4 of this report for product assembly components/materials & standards: 1. Roof Panel 2. Fasteners 3. Underlayment 4. Insulation Board (Optional) Support: Type: Wood Deck (Design of support and its attachment to support framing is outside the scope of this evaluation.) i Description: • 15/32"jor greater plywood, • or Wood plank (min. specific gravity of 0.42) Slope: Minimum ;slope shall be in compliance with FBC Chapter 15 Section 1507.4.2, applicable' code sections and . in accordance with manufacturer's recommendations. Performance: Wind Uplift Resistance: • Design Uplift Pressure (ASD): Refer to Table A i (Refer to "Table A" attachment details herein) -Will .,.-,y. FL #: FL 17022.1 R6 Date: 12 / 22 / 16 Report No.: 16-166-5V-S6W-ER Page 3 of 7 Specldlit' j Structural 'Engineering CBUCK,.Inc. Certificate of Authorization #8064 Performance Standards: The product described herein has demonstrated compliance with: UL580-06 - Test for Uplift Resistance of Roof Assemblies UL 1897-04 — Uplift test for roof covering systems TAS 125-03 —Standard Requirements for Metal Roofing Systems Code Compliance: The product described herein have demonstrated compliance with the performance standards listed above as referenced in the current Florida Building Code. Evaluation Report This product evaluation is limited to compliance with the structural requirements Scope: of the Florida Building Code, as related to the scope section to Florida Product Approval Rule 61G20-3.001. Limitations and • This evaluation report for. "Optional Statewide Approval` contains technical Conditions of Use: documentation, specifications and installation method(s) which include "Limitations and Conditions of Use" throughout the report in accordance with Rule 61G20-3.005. Per Rule 61G20-3.004, the Florida Building Commission is the authority to approve products under "Optional Statewide Approval'. Option for application outside "Limitations and Conditions of Use" • Rule 61G20-3.005(1)(e) allows engineering analysis for "project specific approval by the local authorities having jurisdiction in accordance with the alternate methods and materials authorized in the Code". Any modification of the product as evaluated in this report and approved by the Florida Building Commission is outside the scope of this evaluation and will be the responsibility of others. • This report is a building code product evaluation per FLPE rule (FAC) 61G15-36 to ^ .,. comply with Florida product approval rule (FAC) 61G20-3. This evaluation report is part of the Florida Building Commission approval for the listed code related 'tr t criteria. This report by James Buckner, P.E. and CBUCK Engineering is not a -design certification of code compliance construction submittal documentation, per FBC section 107, for any individual structure, site specific or permit design. • Deck shall' be in compliance with applicable building code. s° _ • Design of support system is outside the scope of this report.. • Fire Classification is outside the scope of Rule 61G20-3,,and is therefore not included in this evaluation. • This evaluation report does not evaluate the use of this product for use in the High Velocity Hurricane Zone code section. (Dade & Broward Counties) Quality Assurance: The manufacturer has demonstrated compliance of roof panel products in accordance 'with the Florida Building Code and Rule 61G20-3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity through Keystone Certifications, Inc. (FBC Organization ID# QUA 1824). FL #: FL 17022.1 R6 Date: 12 / 22 / 16 Report No.: 16-166-5V-S6W-ER Page 4 of 7 Specialty Structural Engineering ceucic Inc. Certificate of Authorization /8064 i Components/Materials Roof Panel: I 5-V Crimp (by Manufacturer): Material: i Steel "�UPY Thickness: 26 Gauge (min.) �, Panel Widths: 24" (max.) Coverage Rib Height:; 3/8" Yield Strength: 50 ksi min. Corrosion Resistance: In compliance with FBC Section 1507.4.3: • ASTM A792 coated, or • ASTM A653 G90 galvanized steel Fastener: FASTENER 1 Used for Attachment Method 1 Type: Hex Washer Head Wood Screw Size: #9 x 1-1/2" (or of sufficient length to meet 3/16" min. Corrosion Resistance: penetration through deck or 5/8" min. Standard: embedment into wood plank) Per FBC Section 1506.6 and 1507.4.4 FASTENER 2 Per ANSI/ASME B18.6.1 Type: Size: Used for Attachment Method 2, 3 & 4 Corrosion Resistance: Hex Washer Head Wood Screw Standard: #10 x 1-1/2" (or of sufficient length to meet 3/16" min. ! penetration through deck or 5/8" min. embedment into wood plank) Per FBC Section 1506.6 and 1507.4.4 Per ANSI/ASME B18.6.1 Components/Materials: Underlaymerit: (by Others) Material and application shall be in compliance with FBC Section 1507.4.5.1 and 1507.4.5.2, applicable codes and in accordance with manufacturer's recommendations. Insulation (Optional): Type: Thickness: Properties: Density:' Or Compressive Strength: Rigid Insulation Board 3" (max.) 2.25 pcf (Ibs/ft3) min. 20 psi min. Insulation Notes: • Rigid Insulation shall meet minimum density OR compressive strength. • Insulation; shall comply with FBC Section 1508. When insulation is incorporated, fastener length shall conform to meet 3/16" min. penetration through deck or 5/8" min. embedment into wood plank. ISpecicsifiy Structural ;EnQlneerinQ CB LICK, Inc. Certificate of Authorization #8064 Installation: Installation Method: (Refer to "TABLE A"'below and drawings at the end of this evaluation report.) Referenced Data: ■ Fastener Spacing: Refer to "TABLE A" Below (attached; to the tops of the V's for a total of 3 screws across the width of the panel.) ■ Row Spacing: Refer to "TABLE A" Below (along the length of the panel) ■ Rib Interlock: Lapped ■ 3/16" mini. fastener penetration through deck or 5/8" min. embedment into wood plank ■ For panel construction at the end of panels, refer to manufacturer's instructions and any site specific design. TABLE "A" ALLOWABLE LOADS METHOD 1: METHOD 2: METHOD 3: METHOD 4: Design Pressure (ASD)*: - 86 PSF - 93.5 PSF - 101 PSF - 228 PSF Row Spacing: 16" o.c. 16" o.c. 8" o.c. 6" o.c. Fastener Spacing (along rows): 12" o.c. 12" o.c. 12" o.c. 12" O.C. Fastener Size:' #9 #10 #10 #10 * Allowable design pressure(s) for allowable stress design (ASD) with a margin of safety of 2 to 1. Install the 5-V Crimp roof panel assembly in compliance with the installation method listed ;in this report and applicable code sections of FBC 5th Edition (2014). The installation method described herein is in accordance with the scope of this evaluation report. Refer to manufacturer's installation instructions as a supplemental 'guide for attachment. 1. U L 580-06 8i U L 1897-04 — Uplift Test By Architectural Testing, Inc. - West Palm Beach, FL (FBC Organization #TST ID: 1527) Report No.: D5893.01-450-18, Date: 05 / 02 /14 ReportNo.: F3366.01-450-18, Date: 12 / 18 /15 2. TAS 125 — Uplift Test By Architectural Testing, Inca- West Palm Beach, FL (FBC Organization #TST ID: 1527) Report No. D5893.02-450-18, Date: 07 / 22 /14 3. Quality Assurance Keystone Certifications, Inc. (FBC Organization ID# QUA 1824) Extreme Metal Fabricators, Inc. Licensee #974 i 4. 'Certification of Independence By James L. Buckner, P.E. @ CBUCK Engineering (FBC Organization # ANE 1916) 1 \ FL #: FL 17022.1 R6 Date: 12 / 22 / 16 Report No.: 16-166-5V-S6W-ER Page 6 of 7 IN SpL=clalty Structural ! EngInPL=rtnq CBUCK, Inc. Certificate of Authorization #8064 Installation Method Extreme Metal Fabricators, LLC. 5-V Crimp (26 Gauge steel) Roof Panel attached to Wood Deck 3/8" Panel Overlap Drawings 24" 12" .OPTIONAL STRIATIONS Panel Profile F COPY Nominal 12 o.c. I Nominal 12" o.c. I r Fastener 1 #9 X 1-1/2" Min. or #10 X 1-1/2" Min. per Table "A" Hex Washer Head Screw Spaced 12" o.c. across the Panel Width Refer to Table "A" for Spacing Along Panel Length /-15/32" or greater Plywood, or - Wood plank Typical Assembly Profile View (Typical Fastenjing Pattern Accross Width - Interior) FL #: FL 17022.1 R6 Date: 12 / 22 / 16 Report No.: 16-166-5V-S6W-ER Page 7 of 7 SpL=cicslty Structural ;EngtnL=L=rtnq CBUCK, Inc. Certificate of Authorization #8064 Installation Method Extreme Metal Fabricators, LLC. 5-V Crimp (26 Gauge steel) Roof Panel attached to Wood Deck Fasteners - #9 x 1-1/2" Min. or #10 x 1-1/2" Min. per Table "A" Hex Washer Head Wood Screws 5-V Crimp Roof Panel Optional: Deck: Rigid Insulation -15/32" or greater Plywood, or Thickness 3" Maximum - Wood plank Typical Roof Assembly Isometric View (Optional) Rigid Insulation Board per Page 4 of this report TABLE "A" ALLOWABLE LOADS METHOD 1: METHOD 2: METHOD 3: METHOD 4: Design Pressure (ASD)*: - 86 PSF - 93.5 PSF - 101 PSF - 228 PSF Row Spacing: 16" o.c. 16" o.c. 8" o.c. 6" o.c. Fastener Spacing (across panel width): 12- o.c. 12" o.c. 12" o.c. 12" o.c. Fastener Size: #9 #10 #10 #10 *Allowable design pressures) for allowable stress design (ASD) with a margin of safety of 2 to 1. I R(v 1 V 7 D AUb 0 3 2017 TAMKO® NOr.30 Ash i M PRODUCT DATA Asphalt saturated Organic Felt Manufactured in Green Cove Springs, FL TAMKO® NO. 30 ASTM SATURATED FELT features a tough TAMKO organic felt (non -perforated) that is saturated with asphalt. Accepted for use as an underlayment felt to be applied over the deck prior to the installation of TAMKO asphalt shingles. U.L. Prepared Roofing Accessory ASTM D 226, Type II PRODUCT DATA* I NO Roll Dimensions 72' X 36" Coverage per roll 2 Squares:, Laying Lines 2", 4", 17" =" w 'All values stated as nominal THIS PRODUCT IS SOLD "AS IS" WITHOUT WARRANTIES, EXPRESSED OR IMPLIED, INCLUDING THE IMPLIED WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICUR PURPOSE. O FILE COPY TAMKO BUILDING PRODUCTS TAMKO Logo, Roofer Logo and TAMK00 are registered trademarks of TAMKOe Building Products, Inc. Visit our Web Site at tamko.com CAUTION: This product contains wood dust Wood dust has been classified as a "knowam" human carcinogen by the International Agency for Research on Cancer 6ARQ and the National Toxiodogy Program. This product also contains oxidized asphalt. Occupational spas ues to addved asphalt and its emissions during roofing have been classified by IARC as a'probable human c=itogen". Oxidized asphalt also Sans Polycydb Aromatic Hydrocarbons some of which have been classified by IARC as known or probable human carcinogermThe physical nature of fhs product may help limit any INte4Nan or dermal hazard during application and/or removal. However, physical faces such as sawing, grinding or drilling during demolition work and heating or buming may inaeasethe inhalation ordennal exposure hazard offt product. Take pmcautionsto prevent breetlnirg and contact with skin Central District 220 West 4th St. Joplin, MO 64801 800-641-4691 Northeast District 4500 Tamko Dr. Frederick, MD 21701 800-368-2055 Southeast District 2300 35th St. Tuscaloosa, AL 35401 800-228-2656 Southwest District 7910 S. Central Exp. Dallas, TX 75216 800-443-1834 Western District 5300 East 43rd Ave. • Denver, CO 80216 800-530-8868 Information included in this product data sheet was current at time of printing. To obtain a copy of the most current version of this product data sheet, visit us online at tamko.com or call us at 800-641-4691. Rev. 05/2012