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HomeMy WebLinkAboutEVALUATION REPORTr- C �� � � — Certificate of Authorization No. 29824 �—•I I __/1 7520 Edinburgh Drive FT LE C®� Tampa, 33647 TECHNICAL SERVICES, LL (813) 4a0-3421 EVALUATION REPORT FLORIDA BUILDING CODE, 67 EDITION Manufacturer: TAMKO BUILDING TQDUCTS, INC. Issued October 19, 2017 P.O. Box 1404 TC t2 v� -1 'mil q 5 —SL 0 3��c i' htto�//www_t;;mko co„lIEVIEWED FOR COMELIANCE Joplin, M064802 (417) 6ST. LUCIE COUNTY BUILDING DIMS am,//. Quality Assurance: UL LLC (QUA9625) uA l t PLANS AND PERMIT MUST BE KEPI SCOPE SITE OR NO INSPECTION(S) WILL Category: Subcategory: Code Sections: Properties: PRODUCT DESCRIPTION Roofing SCANNED Undedayments THESE PLANS AND ALL PROPOSED WORK BY 1507.1.1 ARE SUBJECT TO ANY CORRECTIONS Physical propertie!REQUIRED BY FIELD INSPECTORS THAT St. Lucie County rAfXY BE NECESSARY IN ORDER TO CCPAPLY WITH ALL APPLICABLE CODES. TAMKOV ASTM Slate ASTM D 6380, Class M, Type II underlayment constructed from organic felt saturated Surfaced Roll Roofing with asphalt and coated on both sides with asphalt and surfaced with granules. TAMKO® ASTM Tile ASTM D 6380, Class M, Type It underlayment constructed from an organic felt saturated Underlayment with asphalt then coated on both sides with asphalt and surfaced with granules. TAMKO® Master ASTM D 6380, Class S, Type IV underlayment constructed from an organic felt saturated Smooth with asphalt then coated on both sides with asphalt and surfaced with a fine mineral. For use in non-HVHZ only. TAMKOO Moisture Self -adhered, ASTM D 1970, fiberglass reinforced, modified bitumen sheet membrane Guard® with a mineral surfacing and a removable release film on the adhesive side and removable selvedge release tape. TAMKO@ No.15 ASTM ASTM D 226, Type I underlay TBfC�� fl�Fpl.� nic felt that is Asphalt Saturated saturated with asphalt. ARETFtERESPONSIBILI71lOFTHE Organic Felt CONTRACTOR OR RECORD TAMKO® No.15 UL ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt Jr { JAptiaR'§attirated- MKOVNo130 ASTMS ASTM D 226, Type II undedayment constructed from a non -perforated organic felt that is `+Aasaturated with asphalL Or anic Felf TAMKO® No. 30 UL ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt Organic Felt TAMKO® TW Metal and Self -adhered, flexible, ASTM D 1970 and TAS 103, rubberized asphalt sheet membrane Tile Underlayment with a polymer film on the surface and a removable release film on the adhesive side. TAMKO0 TW Self -adhered, flexible, ASTM D 1970, rubberized asphalt sheet membrane with a Underlayment polymer film on the surface and a removable release film on the adhesive side. TBP14001.4 FL12328-R8 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G203. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. rr 4_11 r CREEKTAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICESj-LLC- - -- -- - TAMKO® TAM -FELT Alternate to ASTM D 226, Type I and Type II underlayment constructed from a non - perforated organic felt that is saturated with asphalt APPLICATION METHOD Installation shall be in accordance with the published manufacturers installation instructions, the FBC, and the requirements below. Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. The roof deck shall be constructed of closely fitted plywood sheathing for new or existing construction. Plywood deck shall be installed in accordance with FBC requirements. Roof decks shall have no more than 1/8" gap at abutting joints. The minimum application temperature shall be 50°F except as follows: a) The minimum application temperature of TAMKO®TW Metal and Tile Undedayment and TAMKO®TW Underlayment shall be 40°F. b) The minimum application temperature of TAMKO® Moisture Guard® shall be 35°F. The minimum roof slope shall be in accordance with FBC requirements except as follows: a) The minimum slope of TAMKO®ASTM Slate Surfaced Roll Roofing shall be 2:12. Underlayments shall be exposed in accordance with the manufacturer's recommendations, but in no case shall exposure exceed 30 days. Exception. TAMKO® TW Metal and Tile Underlayment may be exposed for a maximum 90 days. Self -adhering underlayments may be adhered to primed or unprimed plywood substrates in the non-HVHZ. All roof coverings shall be mechanically fastened through the underayment to the roof deck. Allowable Roof Coverings: -' - Metal Roof Mineral Wood - - - Asphalt Panels and Surfaced Roll Shingles and Slate Clay and Underlayment _ Shin lm Shlb les Roofing Shaken-. Shingles Concrete Tile TAMKO® ASTM Slate Yr N N N N Y Surfaced Roll Roofing TAMKO® ASTM Tile N N N N N Y Underlayment TAMKO®Master Smooth Y' N N N N N TAMKOG Moisture Guard® Y N N N N N TAMKO® No.15 ASTM Asphalt Saturated Organic Y Y Y Y2 N N Felt TAMKOG No.15 UL Asphalt Y Y Y Y' Y N Saturated. Organic Felt TAMKO® No: 30ASTM'1-- Asphalt Saturated Orga} kr Y Y Y Y Y Y .Felt"';•,"... -:. _tR{, 'TAMKO® No. 30 UL Asphalt Saturated Organic Felt Y Y Y N Y N TAMKOOTW Metal and Tile Y Y N N N Y Underlayment TAMKO(DTW Underlayment Y Y N N N N TAMKO®TAM-FELT Y N N N N N Notes: 1) Open valley applications per 1507.29.2 2) Wood shingles only TBP14001.4 FL12328-R8 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. .-- TAMKOBUILINC.CREEK TAMKOUnderlayments TECHNICAL-SERVICES,-LLC--- LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) Wind uplift resistance in not within scope of this evaluation. 3) Installation of the evaluated product shall comply with this report, the FBC, and the manufacturers published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 4) Contact the manufacturer when installing at temperatures below the minimum application temperature. 5) Unless otherwise stated, the minimum roof slope shall be in accordance with FBC requirements. 6) All undedayments shall be installed with the roll length parallel to the eave, starting at the eave, and lapped in successive courses installed up the deck in a manner that effectively sheds water from the deck. End laps shall be staggered between courses in accordance with the manufacturer's application instructions. 7) The underlayment may be used as described in other current FBC product approval documents. 8) The underlayment shall not be installed over existing roof coverings. 9) Contact the manufacturer regarding specific exposure limits for each underlayment. 10) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 6113203. REFERENCES ED& Report No. Standard Year PRI Construction Materials Technologies (TST6049) TAP-192-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-193-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-214-02-01 ASTM D.4869 2016 PRI Construction Materials Technologies (TST6049) TAP-215-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-216-02-03 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6D49) TAP-217-02-01REV ASTMD 6380 20D3(2013) PRI Construction Materials Technologies (TST6049) TAP-218-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-219-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-220-02-01 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-222-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP-245-02-01 TAS 103 1995 ASTM D 4798 2011 PRI Construction Materials Technologies (TST6049) TAP311-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP319-02-01.1 ACC 188 2012 PRI Construction Materials Technologies (TST6049) TAP387-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP38B-02-01 ASTM D 1970 2015a UL LLC (TST9628) 13CA12269 ASTM D 226 2009 TBP14001.4 R.12328-R8 3of4 Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CD �J iAMKO BUILDING PRODCUTS, INC. CC K TAMKO Underlayments -TECHNICAL SERVICES,-L-LC - -- COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6" Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. %-�`,ppG?SRC E N V No 74021 9 STATE OF � AIN 41 •, d'S+,� N A� % CERTIFICATION OF INDEPENDENCE 2017.10.19 12:15:58 -04 00 Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial Interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest. P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product TBP14001.4 END OF REPORT FL12328-RB 4of4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Product Evaluation Report GulfCo�st® SAP -PLY & MANUFACTURING -- LE C GULF COAST SUPPLY & MANUFACTURlIIGG L`LC'.p ©' ` O I�— 26 Ga. GulfRibTM Roof Panel over 15132" Plywood Florida Product Approval #11651.22 R3 Florida Building Code 2017 Per Rule 61 G20-3 Method: 1 -D Category: Roofing Subcategory: Metal Roofing Compliance Method: 61 G20-3.005(1)(d) NON HVHZ Product Manufacturer: Gulf Coast Supply & Manufacturing, 14429 SW 2nd Place, Suite G30 Newberry, FL 32669 Engineer Evaluator: Dan Kuhn, P.E. #75519 Florida Evaluation ANE ID: 10743 Validator: Locke Bowden, P.E. #49704 9450 Alysbury Place Montgomery, AL 36117 Contents: Evaluation Report Pages 1 - 5 LLC. ,%1ii a ii10,, r11EL••. ? 4�Gtit ENSF No. 75519 9 : STATE OF Q: �O�FSiF�ORIDP •'�4i�:` t"ONAL 04 0/06/201 Gulf�st® -SU"LV & MANUFACTURIN"G— Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2017, Sections 1504.3.2. Product Description: GulfRibTM, 3/" Rib Roof Panel, Minimum 26 Ga. Steel, 36" Coverage, through fastened roof panel over minimum 15/32" Plywood Decking. Non Structural application. Panel Material/Standards: Material: Minimum 26 Ga. Steel, ASTM A792 or ASTM A653 G90 conforming to Florida Building Code 2017 Section 1507.4.3. Paint Finish Optional Yield Strength: Min. 80.Oksi Corrosion Resistance: Panel Material shall comply with Florida Building Code 2017, Section I S07.4.3. Panel Dimension(s): Thickness: 0.018" Minimum Width: 36" Coverage Rib Height: 3/a" Major Rib at 9" O.C. Panel Fastener: #9-15xl.5" HWH with sealing washing or approved equal 1/4" minimum penetration through plywood. Corrosion Resistance: Per Florida Building Code 2017, Section 1506.6, 1507.4.4 Substrate Description: Minimum 15/n" thick, APA Rated plywood over supports at maximum 24" O.C. Design of plywood and plywood supports are outside the scope of this evaluation. Must be designed in accordance w/ Florida Building Code 2017. Design Uplift Pressures: Table "A" Maximum Total Uplift Design Pressure _ 69.25 psf 159�25 psfEM Fastener Pattern 9"-9"-9"-9" 6.5"-Z.5"-6.5"- 2.5"6.5"-2.5"-6.5" uastener Pat, tern Spading Design Pressure includes a Safety Factor = 2.0. Gulf oast® -&UP-PLY & MANUFACTURING— Code Compliance: The product described herein has demonstrated compliance with the Florida Building Code 2017, Sections 1504.3.2. Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load requirements of the Florida Building Code 2017, as relates to Rule 61 G20-3. Performance Standards: The product described herein has demonstrated compliance with: • UL 580-06 - Test for Uplift Resistance of Roof Assemblies • UL 1897-12 - Uplift Test for Roof Covering Systems. Reference Data: 1. UL 580-94 / 1897-98 Uplift Test Force Engineering & Testing, Inc. (FBC Organization # TST-5328) Report No. 117-0062T-07A, B, Dated 02119/2007 2. Certificate of Independence By Dan Kuhn, P.E. (FL# 75519) @ Kuhn Engineering, LLC (FBC Organization # ANE ID: 10743) Test Standard Equivalence: 1. The UL 580-94 test standard is equivalent to the UL 580-06 test standard. 2. The UL 1897-98 test standard is equivalent to the UL 1897-12 test standard. Quality Assurance Entity: The manufacturer has established compliance of roof panel products in accordance with the Florida Building Code and Rule 61 G20-3.005(3) for manufacturing under a quality assurance program audited by an approved quality assurance entity. Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2017, including Section 1507.4.2 and in accordance with Manufacturers recommendations. For slopes less than 3:12, lap sealant must be used in the panel side laps. Installation: Install per Manufacturer's recommended details. Underlayment: Shall comply with Florida Building Code 2017 section 1507.1.1. Gulf�sf --SUPPLY & MANUFACTURING -- Roof Panel Fire Classification: Fire classification is not part of this acceptance. Shear Diaphragm: Shear Diaphragm values are outside the scope of this report. Design Procedure: For roofs within the parameters listed on the load table, fastening pattern must at a minimum meet those listed for the applicable wind zone. For all roofs outside the parameters listed on the load table, design wind loads shall be determined for each project in accordance with FBC 2017 Section 1609 or ASCE 7-10 using allowable stress design. The maximum fastener spacing listed herein shall not be exceeded. This evaluation report is not applicable in High Velocity Hurricane Zone. Refer to current NOA or HVHZ evaluation report for use of this product in High Velocity Hurricane Zone. _i�""WX-. ENGINEER LOAD TABLE: 26 Ga. GulfRibTM Panel over 15/32" Plywood Bulldm9s having a Roof Mean Height < 20'-0' ; Roof Slope: 2 "/12" - 12"/12" Gable or Hip Roof; Wind Speed 1r20eI S1'80m h, Exposure C, Risk Category II, Enclosed Building, based on Florida Building Code 2017 120 130 140 150 160 170 180 WIIND FASTENER SUBSTRATE SPEED (MIN. 1/4" Penetration) (MIN. 15/32") ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER SPACING SPACING SPACING SPACING SPACING SPACING SPACING ONE§ #9-15x1.5" Plywood 24', TYPE 1 24", TYPE 1 24", TYPE 1 24", TYPE 1 24", TYPE 1 24", TYPE 1 24". TYPE 1 ZONE 2 #9-1Sx1.5" Plywood 24", TYPE 1 24", TYPE 1 24", TYPE 1 24", TYPE 1 24", TYPE 1 24", TYPE 1 24", TYPE 2 ,+ ZONE 3 #9-15X1.5" Plywood 24", TYPE 1 24", TYPE 1 24", TYPE 1 12", TYPE 2 12", TYPE 2 12", TYPE 2 12", TYPE 2 1.) PANEL DESCRIPTION: GULFRIBTh1, MIN. 26 GA., GRADE 80, 36"COVERAGE, 3/4" TALL. 2.) PANEL FASTENER: #9-15X1.S" HWH WITH SEALING WASHER OR APPROVED EQUAL 3j MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE: 69.25 PSF @ 24" O.C. FASTENER SPACING TYPE I FASTENER PATTERN, 159.25 PSF @ 12" O.C. FASTENER SPACING TYPE 2 FASTENER PATTERN BASED ON TAS 125, UL 580/UL 1897 TESTING. 4.) PLYWOOD DECKING: MIN.11,I THICK PLYWOOD MUST BE DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 2017. 5.) ROOF SLOPE: ON ROOF SLOPES LESS THAN 3:12, LAP SEALANT MUST BE USED IN PANEL SIDE LAPS. 6j LOAD TABLE BASED ON WIND PRESSURES CALCULATED PER ASCE 7-10 (KD = 0.85) MULTIPLIED BY 0.6 PER FLORIDA BUILDING CODE 2017. tuni c ZONES r ---------- n \\ \ RIDGE ZONE ZONE GABLE ROOF 1 C_ I I I 3 ZONE 1 I 2017 Note: Dimension (a) is defined as 10% of the minimum width of the building or 40% of the mean height of the roof, whichever is smaller, however, (a) cannot be =:ja less than either 4% of the minimum width of the building or 3 feet. �a a a Cant Tape Seal far use on Sk tl 15x1-1/2w/Sealer Washer@ 24.O.C. M= Cont. Tape Seal for use on Sk 69.15 x 1-1/2' w/Sealer Washer p 12' O.C. Max.