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FL11651-R3
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Gulf Coast Supply & Manufacturing, LLC.
Locke Bowden P.E. Approved
History
Category. Roofing
(334) 300-1800
Subcategory: Metal Roofing
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Product Evaluation Report
GULF COAST SUPPLY & MANUFACTURING, LLC
25 Ga. 5V Crimp Roof Panel over 15132" Plywood
Florida Product Approval #11651.12 R3
Florida Building Code 2017
Per Rule 61 G20-3
Method: 1 —D
Category: hoofing
Subcategory: Metal Roofing
Compliance Method: 61G20-3.005(1)(d)
HVHZ
Product Manufacturer:
Gulf Coast Supply & Manufacturing, LLC.
14429 SW 2nd Place, Suite G30
Newberry, FL 32669 *' %o k l l l f t j"
Engineer Evaluator:
Dare Kuhn, P.E. #75519
Florida Evaluation ANE ID: 10743
Validator:
Lucke Bowden, P.E. #49704
9450 Alysbury Place
Montgomery, AL 36117
Contents:
Evaluation Report Pages 1 — 5
FL# 11651.12 R3 0 OCTOBER 5, 2017
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NO. 75519 -
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Compliance Statement:
The product as described in this report has demonstrated compliance with the
Florida Building Code 2017, Sections 1504.3.2, 1518.9, 1523,6.5.2.4,
Product Description:
5V Crimp Roof Panel, 26 Ga, Steel, 24" Coverage, through fastened
roof panel with fasteners in the panel flat over minimum15A2" 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: 50.0 ksi
Corrosion Resistance: Panel Material shall comply with Florida Building
Code 2017, Section 1507.4.3.
Panel Dimension(s):
Thickness: 0.018" Minimum
Width: 24" Coverage
Rib Height: 3/8" Major Rib
Panel Fastener:
#9-15x1.5" with sealing washing through panel rib.
1/4" minimum penetration through plywood.
Corrosion Resistance: Per Florida Building Code 2017, Section 1506.6, 1507.4.4
Substrate Description:
Minimum 15/32" 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:
ETableAum Total UplifDe5ign'Pre55Lfre .108.5 p--f � �E 75f
1er
Pattern Panel RibPoi ei Rier
Pattern Spar_irig. 12' Q;C. 5.C.
Design Pressure includes a Safety Factor = Z.D.a._
FL# 11651.12 R3 - OCTOBER 5, 2017
Code Compliance: The product described herein has demonstrated compliance with the
Florida Building Code 2017, Sections 1504.3.2, 1518.9, 1523.6.5.2.4.
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:
• TAS 125-03
• UL 580-06 - Test for Uplift Resistance of Roof Assemblies
° UL 1897-12 - Uplift Test for Roof Covering Systems.
• TAS 100-95 - Test Procedure for Wind and Wind Driven Rain
Resistance of Discontinuous Roof Systems
• TAS 110-00 - Accel. Weathering ASTM G 155 / Salt Spray ASTM
B 117.
Reference Data: 1. TAS 125-03: UL 580-94/ 1897-98 Uplift Test
Force Engineering & Testing, Inc. (FBC Organization # TST 5328)
Report No. 117-0065T-07A-C, Dated 01/26/2007
2. TAS 100-95
Farabaugh Engineering & Testing, Inc. (FBC Organization # TST 1654)
Report No. T130-07, Dated 02/28/2007
Report No. T215-08, Dated 07/08/2008
3. TAS 110-00: Valspar Fluropon coated metal panel testing
A) ASTM G 26 by PRI Asphalt Technologies dated 01/19/2004
8) ASTM B 117 by PRI Asphalt Technologies dated 01119/2004
4. 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.
3. ASTM G 155 is equivalent to ASTM G26
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.
FL# 11651.12 R3 - OCTOBER 5, 2017
i
Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2017, including
Section 1515.2 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 and RAS 133.
Underlayment: Per Manufacturer's installation guidelines per Florida Building Code 2017 Section
1518.2, 1518.3, 1518.4.
Fire Barrier: Any approved fire barrier having a current NDA. Refer to a current fire directory
listing for fire ratings of this roofing system assembly as well as the location of the
fire barrier within the assembly. 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.
FLA 11651.12 R3 6 OCTORFR
ENGINEER LOAD TABLE: 26 Ga. SVCrirrlp Roof Panel over 15/32" Plywood
Buildings having a Roar MeanHeight = 2 .,; Roof slo 2. t1 j 'fi ".Gable or Hip 1r11incI.S.
1 aornph,. ExpOsure C, Risk Ca'Legory li., Enclosc-d Builciirlcl based on Flnrlcla Building Code 2017.
wIIND FASTENER 12030 14.0 150 160 170 'ISO
(MIN.1/4' SUBSTRATE
SPEED Penetration) (MIN. 15132") ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER
SPACING SPACING SPACING SPACING SPACING SPACING SPACING
ZONE 1 #9-15x7.5" Plywood 12" TYPE 1 12" TYPE 1 12" TYPE 1 12" TYPE 1 12" TYPE 1 12" TYPE 1 12" TYPE 1
ZONE 2 p 9- a�! €.5" B-Irrwood 1� TypE.1
12-:TYPE 1 TyPE 1 12" TYFE 1 12" TYPE 1
ZONE 3 #9-15x1.5" I'lyvuood � 12" TYPE 1 12" TYPE 1 12" TYPE 1 12" TYPE 1 12" TYPE 1 12" TYPE 1 12" TYPE 1 '
1.) IrANEL.DES(RIPTI0N., 511 CRIMP Eu11K 76 GA. GRADE SCi, 24% CG`VERA(H, J' rL;LL:
Z.) PANEFASTENER* #9-75X1.S" 1-IWH VVITH SEAlJWG'sh!ASHER VV/ M€N.'1 PENFTRAEIo,iI.
31) MAXIMUM ALLOWABLE PANEL UPLIFT P ESSURE 103.5 PSF@ 12".O.C. FASTENER SPACING TYPE 1 FASTENER FAFTERN, i 56,5
PSF @ 6" O.C. FASTENER SP,4ONG TYPE 2 FASTEi\Tl BGSFp ON, TAS 125, ltL 580f JL 1897 CL5TiI1G.
4.).PLYWOOD DECKING: THICK PL" V1100ID 1IMUS-I B'E DESIGNED IN ACCORD,4,ICE'NITI-i FLCRIDA RIJILc*,! CoDE 2617-
5J ROOF SLOPE: ON FOOF SLOPES LESS THAN 2: 12, LAI' SEALANT €AUST. BE USED IN PANEL SIDE LAFS. i
6.) LOAD TABLE BASED ON VMND PRESSURES CALCULATED PER AS€ E 7-10 (:D = 0.8S.) UiCJFULIED BY 0.6 PER FLORIDA iDA BUILDING i
CODE 2017.
ZONE 2 HIP ROOF a.
ZONE3- j 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
r less than either 4% of the minimum width of the building or 3 feet.
RIDGE
#9-15 x 1-1 /2" HWH w/Sealing Washer
r r� ZONE? \\ •\ I 1211 �]1 2fI
I
'— ZONE EAVE At Panel La —� /f` GABLE ROOF r p
_ to
—RIDGE
'- - -- ----- --- _ _fa
a
�t ZONE 1
1
1 4
ZONE 3 EAVE
i'L# 11651,12 R3 * OCTOBER 5, 2017