The URL can be used to link to this page

Home My WebLink AboutPRODUCT APPROVAL METAL ROOFSGANNE-0i � Professional Regulation SCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts Publications FBC Staff I` BCIS Site Map' I Links I Search Florida Approval n 4=12lic User Product Approval Menu > Product or Application Search > Application Search Criteria Refine Search Code Version 2017 FL# I 11651.22 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Complia ice Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Requitq - Anniicationq FL# Tyg_e Manufacturer I Validated B Status FL11651-113 Revision Gulf Coast Supply & Manufacturing, LLC. FL#: FL11651.22 I Locke Bowden P.E. (334) 300-11300 Approved Hi ory- Model: 26 Ga. GulfRib Description: Min 26 Ga. Gul ib over 15/32" Plywood Category: Roofing i Subcategory: Metal Roofing "Approved by DBPR. Approvals by DBPR snail be reviewed and rannea by the POc ana/ar the commission It necessary. Contact Us :: 2601 Blair Stone The State of Florida is an AA/EEO employer. CCo y[i ht 2007-2013 Under Florida law, email addresses are public records. If you do not want mail to this entity. Instead, contact the office by phone or by trdditio 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensf one. The emaiis provided may be used for official communication with the address, please provide the Department with an email address which can ,ad, Tallahassee FL 32399 Phone: 850-487-1824 :ate of Florida.:: Privacy gjgLtment :: Accessibility Statement :: Refund Statement >ur e-mail address released in response to a public -records request, do not send electronic iI mall. If you have any questions, please contact 850.487.1395. -Pursuant to Section under Chapter 4S5, F.S. must provide the Department with an email address if they have :ensee. However email addresses are public record. If you do not wish to supply a personal a made available to the public. To determine if you are a licensee under Chapter 455, F.S., ease click here . :t Approval Accepts: ® ® iChacl N Product GULF COAST SUPPLY & 26 Ga. GulfRebTm Roof RECEIVED APR 18 Z018 ST. Lucie County, Permitting Florida Product Ap Florida Buildi Per Rule ation Report Gulf SUPPLY & MANUFACTURING LLC. over 15132" Plywood roval #11651.22 R3 g Code 2017 1 G20-3 is 1 -D Category Roofing subcatLigiory: i etal 11100'ring Compliance Method: 61G20-3.005(l)(d) NON HVHZ Product Manufacturer: Gulf Coast Supply & Manufacturing, LLC. �jt 144?.q t\Al ?art Plarp _CI ite (;�(1 'v�''� Newberry, FL 32669 ; ` OP • �C EN• `�y% Engineer Dan Kuhn, Florida Evaluatio ialuator: E. #75519 ANE ID: 10743 Validator: Locke Rowdeln, PE. #49704 9450 Alysbury Place Montgomery, AL 36117 Contents: Evaluation Report Pages 1 — 5 SF•.ti No. 75599 _ r : -A : STATE OFdp -O• ��11; 0NA� ,SN'1o/o5/20-1 Compliance Statement: Product Description: Panel Material/Standards: The product as dE Florida Building C C.WcA"-t Gulf SUPPLY & MANUFACTURING in this report has demonstrated compliance with the GulfRibT^^ 3/" Rib Roof Panel, Minimum 26 Ga. Steel, 36" Coverage, through fastened roof panel over minimum 15/32" Plywood Decking. Structural application. 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. 80.01(si Corrosion Resistance: iPanel Material shall comply with Florida Building Code 2017, Section 1507.4.3. Panel Dimension(s): Thickness: 0.018" Minimum Width: 36" Coverage Rib Height: 3/a" Major Rib at 9" O.C. Panel Fastener: #9-15x1.5" HWH wi�!h 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 15f3z" thick, APA Rated plywood over supports at maximum 24" O.C. Design of plywood and plywood supports are outside the scope of this ev-a4uation: Mus-tbe-designed- ire- accordance-w/Florida- Build+ng Code20-17. I Design !Uplift Pressures: FL# 11651.22 R3 9 OCTOBER 5, 2017 Table "A" Maxirnurr� Total lJplift Qeslgn Pressure 69; 25 psf' , 159'25 psf Fastener Pattern 9"-9"-9"t-9" 6.5"-2.5"-6.5"- 2.5 "6.5 "-2.5"-6.5" Fasierer Patt"eln Spacing 24` C7 C1 Design Pressure includes a Safety Factor = 2.0. Code Compliance: The product described herein has demonstrated compliance with the Florida Building Code 2017, Sections 1504.3.2. i 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 61G20-3. Performance Standards: The product described herein has demonstrated compliance with: • UL 580-06 - Test for Uplift Resistance of Roof Assemblies • UL 11897-12 - Uplift Test for Roof Covering Systems. Reference Data: 1. UL 580-94 / i1897-98 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 1897-12 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 an 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. Gull'C,Wcya `�\t SUPPLY & MANUFACTURING TM Roof Panel Fire Classification: Fire classification is ndlIt part of this acceptance. Shear Diaphragm: Shear Diaphragm valLies 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. Referito current NOA or HVHZ evaluation report for use of this product in High Velocity Hurricane Zone. I . FL# 11651.22 R3 • OCTOBER 5, 2017 ENGINEER LOAD TABLE: 26 Ga. GulfRibTM Panel over 15/32" Plywood. B iidrngsrfiatrIng Raot Iviearl Fierghf <' u' u `, t�aaf Slope Z,' 112' :'i1',ii Z�+ abie•ar Hlp'Roof 1Nrnd 5�eeas I � 180rnph,::x�qur"e Cr ftrsk Cafegory II, Enclaset3 Buildingr based an Florida Buirlding Cade ZO`.17 120 130 140 150 160 170 180 UUIIND 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 .TONE#9 15x1 5" Plywood 24' ,TYPE#1 ;24"tTYPE 4;' 24" TYPE 12#' wTYPE 1 24"rTYPE 1 24 +TYPE 1 TYPE 1: ,24" ZONE 2 #9-15x1.5" 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'< Ply"wood d .24' TYPE 1 Zt" TYPE 1 24 ,,T1''PE 1 12 ,"TYPI2 12": TYPE 2 lr',, YPE 2` '12 TYPE 2,, 1.) PANEL DESCRIPTION: GULFRIBTM, 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. 15/32" 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. 6.) LOAD TABLE BASED ON WIND PRESSURES CALCULATED PER ASCE 7-10 (KD = 0.85) MULTIPLIED BY 0.6 PER FLORIDA BUILDING CODE 2017. um vnnc cunt c ZONE 3- T—; 'i ---------------- \ \ RIDGE // / I/------------ ZONE 1 \\ \\\ ------------------- 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 =�a less than either 4% of the minimum width of the building or 3 feet. { TYPE 1 FASTENER PATTERN �-- I 9 I 9 I 9 I At Panel LaD- I ZONE 2 GABLE ROOF na I I RIDGE ----- ---------------- a I ZONE i I i ---------------------- ''-ZONE 3 —EAVE FL# 11651.22 R3 • OCTOBER 5, 2017 Cont: Tape Seal for use on Slopes less than #9-15 x 1-1/2° w/Sealer Washer @ 2W O.C. Max. TYPE 2 FASTENER PATTERN Cont. Tape Seal for use on Slopes less than #9-15 x 1.1/2°w/Sealer Washer @ 12' O.C. Max.