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Home My WebLink AboutRoof Affidavit ♦ � • / III{` Gulf . . > Nt1G.NUPACTURIN6 TMI GULFRIB FLORIDA PRODtJr-T APPROVAL NO. 11651.22 R2 Product Evaluation Report GULF COAST SUPPLY& MANUFACTURING, LL 26 Ga. GulfRibTm Roof Panel over 75132"Ply ood ST, LUCIE COUNTY BUILDING DIVISION REVIdrVl'vD Florida Product Approval #11651.22 R2 �EVIMvE�FOR 1'HFSE PLANS AND ALL RRnnn-qFD WORN' Florida Building Code 2014 DATE --2Z— ARE 51J31E0T"c) ,,4;;r;N7*(;T10N8 Per Rule 61 G20-3 PLANS AND PERMIT RFQUIRE11 i r Fig LC 16J , C n:+,1 TtJpT Method: 1 -D NO MUSPE S Ti E KEPT ON JOB OR INSPECTION WILL EE MADE MAY BE NECESSARY IN ONFR ID COMPLY Y111•H AI,L•APPUCABLE CODES. y Category: Roofing 00V Subcategory: Metal Roofing FILE C Compliance Method: 61 G20-3.005(1)(d) NON HVHZ Product Manufacturer: Gulf Coast Supply & Manufacturing, LLC. 14429 SW 2nd Place, Suite G30 Newberry, FL 32669 OP\,\G ENS•�ti'L'; Engineer Evaluator: ''k. NO 75519 - Dan Kuhn, P.E. #75519 = �• _ Florida Evaluation ANE ID: 10743 ; 0•, STATE of .•Q: '�Fs Al � ORIDP • ��'�.� " ' • � �Df S NFRS valid ator: ONq� ENC',rOR ATTACHMENTS , • A�;L TN'S Rr�?OP�SIBllffl'OFTHE Locke Bowden, P.E. #49704 0.6�30�20�5 9450 Alysbury Place ONTPo i OF RcCCR Montgomery, AL 36117 Contents: Evaluation Report Pages 1 - 5 FL#11651.22 R2•1UNE 15,2015 PRODUCT ' a. • • . ENGINEERING,KUHN • • ."0 Gulf "'*Oast AANU FACT URING TM Lk I GULFRIB 26 GUAGE GULFROTNI PANEL OVER PLYWOOD FLORIDA PRODUCT APPROVAL NO. 11651.22 U- Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2014, Sections 1504.3.2. Product Description: GulfRibTM, 3/4" 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 2014 Section 1507.4.3. Paint Finish Optional Yield Strength: Min. 80.Oksi Corrosion Resistance: Panel Material shall comply with Florida Building Code 2014, Section 1507.4.3. Panel Dimension(s): Thickness: 0.018" Minimum Width: 36" Coverage Rib Height: 3/4" Major Rib at 9" O.C. Panel Fastener: #9-15x1.5" HWH with sealing washing or approved equal '/4" minimum penetration through plywood. Corrosion Resistance: Per Florida Building Code 2014, Section 1506.6, 1507.4.4 Substrate Description: Minimum'%2" 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 2014. Design Uplift Pressures: Table "A" Maximum Total Uplift Design Pressure 69.25 psf 159.25 psf Fastener Pattern 9"-9"-9"-91, 6.5"-2.5"-6.5"- 25"6.5"-? -"-61) Fastener Pattern Spacing 24" O.C. 12" O.C. Design Pressure includes a Safety Factor =2.0. FI-LF COP FL#11651.22 R2•JUNE 15,2015 PRODUCT REPORT • • / FLORIDA . . , , APPROVAL Gulf SUPPLY GULF • GUAGE GULFRIB PANEL OVER • • FLORIDA PRODUCT APPROVAL NO. 11651.22 R2 Code Compliance: The product described herein has demonstrated compliance with the Florida Building Code 2014, 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 2014, 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 1897-04- 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 02/19/2007 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 1897-04 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 2014, 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 2014 section 1507.4.5.1 and 1507.4.5.2. FL#11651.22 R2•JUNE 15,2015 • • , , REPORT ENGINEERING,KUHN LANL, 130CA RATON, 33498 -F1,COA#30464 • 0 FLORIDA PRODUCT APPROVAL e� GuIfCoast SUPPLY & MANUFACTURING GULFRIB 26 GUAGE GULFRIBT1,1 PANEL OVER OVER 15/32" PLYWO• FLORIDA PRODUCT APPROVAL NO. 11651 77 P? 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 2014 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. FL#11651.22 R2•JUNE 15,2015 11670 ISLAND LAKES LANE, BOCA RATON, F1,33498 • • • /� e ENGINEER'S LOAD TABLE SPEC Gulf TV GULFRIB AOL . . . . . . APPROVALFLORIDA PRODUCT NO. . ENGINEER LOAD TABLE: 26 Ga. GulfRibTM Panel over 15/32" Plywood Buildings having a Roof Mean Height s 20'-0"; Roof Slope: 2"/12" - 12"/12" Gable or Hip Roof; Wind Speeds 120- 180mph, Exposure C, Risk Category II, Enclosed Building, based on Florida Building Code 2014. 120 130 140 150 160 170 180 WIIND FASTENER SUBSTRATE Penetration)(MIN. do (MIN.15/32-) ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER n) SPACING SPACING SPACING SPACING SPACING SPACING SPACING ZONE 1 #9-150.5" Plywood 24",TYPE 1 24",TYPE 1 24",TYPE 1 24",TYPE 1 24",TYPE 1 24",TYPE 1 24",TYPE 1 ZONE 2 #9-15x1.5" Plywood 24",TYPE 1 24",TYPE 1 24",TYPE 1 24",TYPE 1 24",TYPE 1 24"",TYPE 1 12",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:GULFRIB'm, MIN. 26 GA., GRADE 80, 36"COVERAGE, 3/4" TALL. 2.)PANEL FASTENER: #9-15X1.5" HWH WITH SEALING WASHER OR APPROVED EQUAL 3.)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. 15h2"THICK PLYWOOD MUST BE DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 2014. 5.)ROOF SLOPE: ON ROOF SLOPES LESS THAN 3:12, LAP SEALANT MUST BE USED IN PANEL SIDE LAPS. 6.)LOAD TABLE BASED ON WIND PRESSURES CALCULATED PER ASCE 7-10(KD=0.85)MULTIPLIED BY 0.6 PER FLORIDA BUILDING CODE 2014 HIP ROOF a Note:Dimension(a)is defined as 10%of the minimum width of the building or ZONE 2 ZONE 3 40%of the mean height of the roof,whichever is smaller,however,(a)cannot be -' --------- --- -- - ------ a less than either 4%of the minimum width of the building or 3 feet. TYPE 1 FASTENER PATTERN �. RIDGE AtPanel Lap ' - -- ZONE 1 Cont.Tape Seal for use on Slopes less than 3:12 i Z-(1)#9-15 x 1-11T w/Sealer Washer @ 24'O.C.Max. —EAVE ZONE 2 TYPE 2 FASTENER PATTERN GABLE ROOF a' (--6.5"—{2.5" 6.5-7 T-6.5"—{2.56.5—{2.5" —,a i < \ BRIDGE Cont.Tape Seal for use on Slopes less than 3:12 Z-0)#9-15 x 1-1/2'w/Seater Washer @ 12'O.C.Max. +---------------------- — a i ZONE 1 \OZONE 3 EAVE -F F Copy FL#11651.22 R2•JUNE 15,2015 PRODUCT REPORT f CREEK Certificate of Authorization bur 29824 17520 Edinburgh Drive Tampa, FL 33647 TECHNICAL SERVICES, LLC (813)480-3421 EVALUATION REPORT 2014 FLORIDA BUILDING CODE Manufacturer: TAMKO BUILDING PRODUCTS, INC. Issued April 13, 2015 P.O. Box1404 Joplin, MO 64802 (417)624-6644 http://www.tamko.com Quality Assurance: UL LLC(QUA9625) SCOPE Category: Roofing Subcategory: Underlayments Code Sections: 1507.2.3, 1507.2.4, 1507.2.8, 1507.2.9.2, 1507.3.3, 1507.4.5.1, 1507.4.5.2, 1507.4.5.3, 1507.5.3, 1507.5.3.2, 1507.6.3, 1507.6.3.2, 1507.6.5, 1507.7.3, 1507.7.3.2, 1507.8.3, 1507.8.3.2, 1507.8.8, T1507.8, 1507.9.3, 1507.9.3.2, 1507.9.5, 1507.9.9 Properties: Physical properties REFERENCES Entity Report No. Standard Year PRI Construction Materials Technologies(TST6049) TAP-191-02-01 REV ASTM D 1970 2009 PRI Construction Materials Technologies(TST6049) TAP-192-02-01 ASTM D 1970 2009 PRI Construction Materials Technologies(TST6049) TAP-193-02-01 ASTM D 1970 2009 PRI Construction Materials Technologies(TST6049) TAP-214-02-01 ASTM D 4869 2005e01 PRI Construction Materials Technologies(TST6049) TAP-215-02-01 ASTM D 226 2006 PRI Construction Materials Technologies(TST6049) TAP-216-02-03 ASTM D 6380 2003(2009) PRI Construction Materials Technologies(TST6049) TAP-217-02-01 REV ASTM D 6380 2003(2009) PRI Construction Materials Technologies(TST6049) TAP-218-02-01 ASTM D 226 2006 PRI Construction Materials Technologies(TST6049) TAP-219-02-01 ASTM D 226 2006 PRI Construction Materials Technologies(TST6049) TAP-220-02-01 ASTM D 6380 2003(2009) PRI Construction Materials Technologies(TST6049) TAP-222-02-01 ASTM D 4869 2005e01 UL LLC(TST9628) 13CA12269 ASTM D 226 2006 PRODUCT DESCRIPTION AND APPLICATION TAMKO®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. Min. slope: 2:12 Application: The underlayment shall be installed with minimum 2" side laps and minimum 4" staggered end laps and in accordance with FRSA/TRI 07230 for the applications. Allowable roof coverings: Attachment of asphalt shingle valleys and clay and concrete tile shall be permitted in accordance with th e FrWal TBP14001.1 FL12328-135 _.,,_ age 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufa er+shall n tify 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. CREEK TAMKO BUILDING PRODCUTS,INC. TAMKO Underlayments TECHNICAL SERVICES, LLC TAMKO®ASTM Tile ASTM D 6380, Class M, Type II underlayment constructed from an organic felt saturated Underlayment with asphalt then coated on both sides with asphalt and surfaced with granules. Application: The underlayment shall be installed with minimum 2" side laps and minimum 4" staggered end laps and in accordance with FRSA/TRI 07230 for tile applications. Allowable roof coverings: Attachment of clay and concrete tile shall be permitted in accordance with the FBC. 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. Application: The underlayment shall be installed along the valley in accordance with FBC requirements. Allowable roof coverings: Attachment of asphalt shingle valleys shall be permitted in accordance with the FBC. TAMKO®Moisture Self-adhered, ASTM D 1970, fiberglass reinforced, modified bitumen sheet membrane Guard Plus® with a mineral surfacing and a removable release film on the adhesive side. Application: The underlayment shall be attached by adhering directly to the roof deck with minimum 3-1/2" side laps and minimum 6"staggered end laps. Min. application temperature: 40°F. Allowable roof coverings: Attachment of asphalt shingles and mechanically fastened concrete and clay the roofing shall be permitted in accordance with the FBC. TAMKO®No. 15 ASTM ASTM D 226,Type I underlayment constructed from a non-perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt Application: The underlayment shall be installed with minimum 2" side laps and minimum 4"end laps. Allowable roof coverings: Attachment of asphalt shingles, metal roofing, wood shingles, wood shakes, and roll roofing shall be permitted in accordance with the FBC. 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 Application: The underlayment shall be installed with minimum 2" side laps and minimum 4"end laps. Allowable roof coverings: Attachment of asphalt shingles, metal roofing, wood shingles, wood shakes, and roll roofing shall be permitted in accordance with the FBC. TBP14001.1 FL12328-R5 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. 3 CREEK TAMKO BUILDING PRODCUTS,INC. TAMKO Underlayments TECHNICAL SERVICES, LLC TAMKOO No. 30 ASTM ASTM D 226,Type II underlayment constructed from a non-perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt Application: The underlayment shall be installed with minimum 2" side laps and minimum 4"end laps. Allowable roof coverings: Attachment of asphalt shingles, metal roofing, clay and concrete tile, slate shingles, wood shingles, wood shakes, and roll roofing shall be permitted in accordance with the FBC. 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 Application: The underlayment shall be installed with minimum 2" side laps and minimum 4"end laps. Allowable roof coverings: Attachment of asphalt shingles, metal roofing, clay and concrete tile, slate shingles, wood shingles, wood shakes, and roll roofing shall be permitted in accordance with the FBC. TAMKO®TW Metal and Self-adhered, flexible, ASTM D 1970, rubberized asphalt sheet membrane with a Tile Underlayment polymer film on the surface and a removable release film on the adhesive side. Application: The underlayment shall be attached by adhering directly to the roof deck with minimum 4" side laps and minimum 6"staggered end laps. Min. application temperature: 40°F Allowable roof coverings: Attachment of asphalt shingles, metal roofing, and mechanically fastened clay and concrete tiles shall be permitted in accordance with the FBC. TAMKO®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. Application: The underlayment shall be attached by adhering directly to the roof deck with minimum 4" side laps and minimum 6"staggered end laps. Min. application temperature: 40°F Allowable roof coverings: Attachment of asphalt shingles and metal roofing shall be permitted in accordance with the FBC. TBP14001.1 FL12328-R5 Page 3 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. CREEK TAMKO BUILDING PRODCUTS,INC. TAMKO Underlayments TECHNICAL SERVICES, LLC LIMITATIONS 1) This evaluation report is not for use in the HVHZ. 2) Fire Classification is not within the scope of this evaluation. 3) Wind uplift resistance in not within scope of this evaluation. 4) Installation of the evaluated product shall comply with this report,the FBC,and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 5) Minimum application temperature shall be 50°F unless otherwise noted. Contact the manufacturer when installing at temperatures below the minimum application temperature. 6) 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. 7) The roof deck shall be constructed of closely fitted sheathing for new or existing construction. Roof deck shall be installed in accordance with FBC requirements. 8) Unless otherwise stated, the minimum roof slope shall be in accordance with FBC requirements. 9) All underlayments 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. 10) The underlayment may be used as described in other current FBC product approval documents. 11) The underlayment shall not be installed over existing roof coverings. 12) Contact the manufacturer regarding specific exposure limits for each underlayment. 13) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the 2014 Florida Building Code as evidenced in the referenced documents submitted by the named manufacturer. SPRY R. 2015.04.1 ti No 74021 3 09:06:05 *' •* 04'00' �cc �13 STATE OF '�U :0,�'•,T P �� Zachary R. Priest, P.E. �'.�FS;• O R �•�••'�j� .` Florida Registration No. 74021 5lONA\- �� Organization No. ANE9641 CERTIFICATION OF INDEPENDENCE 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. END OF REPORT TBP14001.1 FL12328-R5 Page 4 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. A ROOFING & REPAIR 0041-%j 800-533-4037 2699 NW 16" Blvd 863-763-7663 Okeechobee, FL 34972 Fax 863-763-7662 CCC046939 6-14-17 Re: Permit# 1705-0435 Address: 14463 Cancun Ave. Mr. Roseberry, Big Lake Roofing& Repairs certifies that the decking at the above address is secure and all rotten wood has been replaced. Sincerely, Kelly Johnson