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Code Version 2017
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Product Manufacturer Gulf Coast Supply&Manufacturing.Lr,
Address P one a 2 9th Street
Horseshoe Beach,FL 32648
(352)498-0778
lnfo@gulfcoastsupply.com
Authorized Signature Eng David
info@gulfcoastsupply.com
Technical Representative David Eng
Address/Phone/Email 14429 SW 2nd PI
Ste G30
Newberry,FL 32669 3/R
(352)498-0778
info@gulfcoastsupply.com L,
Ole
Quality Assurance Representative David Eng
Address/Phone/Emall 14429 SW 2nd PISte G30
®�
Newberry, FL 32669 G®® ��®f
(352)498-0778 1 o o ®CC
david.eng@gulfcoastsupply.com
,1a
Category Roof�in
Sumttr Metal Roofing
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
0 Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed the Daniel S.Kuhn
Evaluation Report
Florida License PE-75519
Quality Assurance Entity Keystone Certifications,Inc.
Quality Assurance Contract Expiration Date 04/12/2024
Validated By Locke Bowden P.E.
0 Validation Checklist-Hardcopy Received
Certificate of Independence FL11651 R3 COI Cert of Independence 2017-10-09.pdf
Referenced Standard and Year(of Standard) Standard Year
FM 4471 1992
TAS 100 1995
TAS 110 2000
TAS 125 2003
UL1897 2012
UL 580 2006
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clip spacing.Install per manufacturers details. For use in HVHZ FL11651 R3 AE FL11651 5 R3 lin 032VersaLoc SR 16 15-
Zones. 32Plywood HVHZ-signed.pdf
Created by Independent Third Party:Yes
11651.E 1.5"24ga.Gulf Snap 1.5"Gulf Snap 24ga. 16"Wide Roof Panel over 15/32"Plywood.
Limits of Use Installation Instructions
Approved for use In HVHZ:Yes FL11651 R3 II FL11651 6 R3 Metal Roof Panel Detail-
Approved for use outside HVHZ:Yes glgngd•pdf
Impact Resistant:N/A Verified By: Dan Kuhn,P.E.75519
Design Pressure: +N/A/-116.OPSF Created by Independent Third Party:Yes
Other:-86.0 psf @ 24"o.c.clip spacing.-108.5 psf @ 12"o.c. Evaluation Reports
clip spacing.-116.0 psf @ 6"o.c.clip spacing.Install per FL11651 R3 AE FL11651 6 R3 1.5 24GulfSnap 16 15-
manufacturers detals. For use in HVHZ Zones. 32Plywood HVHZ-signed.pdf
Created by Independent Third Party:Yes
11651.7 1.5"24ga.VersaLoc 1.5"VersaLoc min 24ga. 16"wide Roof Panel over 15/32"
Plywood
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL11651 R3 II FL11651 7 R3 Metal Roof Panel Detail-
Approved for use outside HVHZ:Yes signed pdf
Impact Resistant: N/A Verified By: Dan Kuhn,P.E.75519
Design Pressure:+N/A/-123.5PSF Created by Independent Third Party:Yes
Other:-59.75 psf @ 24"o.c.clip spacing.-123.5 psf @ 12" Evaluation Reports
o.c.clip spacing.Install per manufacturers details. For use in FL11651 R3 AE FL11651 7 R3 1.5 24VersaLoc 16 IS-
HVHZ Zones. 32Plywood HVHZ-sianed.pdf
Created by Independent Third Party:Yes
11651.8 2"24ga. MegaLoc Min 24 Ga. 2"MegaLoc 18"wide Roof Panel over 15/32"
Plywood
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL11651 R3 II FL11651 8 R3 Metal Roof Panel Detail-
Approved for use outside HVHZ:Yes signed.pdf
Impact Resistant: N/A Verified By: Dan Kuhn,P.E.75519
Design Pressure: +N/A/-108.5PSF Created by Independent Third Party:Yes
Other:-71.0 psf @ 24"o.c.clip spacing.-108.5 psf @ 12"o.c. Evaluation Reports
clip spacing.Install per manufacturers details.Not for use in FL11651 R3 AE FL11651 8 R3 24VersaLoc 18 IS-
HVHZ Zones. 32Plywood NonHVHZ-signed.pdf
Created by Independent Third Party:Yes
11651.9 24 Ga.Gulf Lok Min 24 Ga. Gulf Lok 16"Wide over 15/32"Plywood
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL11651 R3 II FL11651 9 R3 Metal Roof Panel Detail-
Approved for use outside HVHZ:Yes signed pdf
Impact Resistant: N/A Verified By.: Dan Kuhn,P.E.75519
Design Pressure: +N/A/-96.7PSF Created by Independent Third Party:Yes
Other:-81.75 psf @ 10-1/4"o.c.fastener spacing.-96.76 psf Evaluation Reports
@ 5-1/8"o.c.fastener spacing.-121.75 psf @ 5-1/8"fastener FL1•1651 R3 AE FL11651 9 R3 24GulfLok 16 15-
spacing.-161 psf @ 5-1/8"fastener spacing.Install per 32Plywood NonHVHZ-signed.pdf
manufacturers details. Not for use in HVHZ Zones. Created by Independent Third Party:Yes
11651.10 24 Ga.Gulf Seam Min 24 Ga. Gulf Seam 16"Wide Roof Panel over 1x4 Wood
Purlins over 15/32"Plywood
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL11651 R3 II FL11651 10 R3 Metal Roof Panel Detail-
Approved for use outside HVHZ:Yes signe .pdf
Impact Resistant:N/A Verified By: Dan Kuhn, P.E.75519
Design Pressure:+N/A/-93.5PSF Created by Independent Third Party:Yes
Other:-93.5 psf @ 18"o.c.Install per manufacturers details. Evaluation Reports
Not for use in HVHZ Zones. FL11651 R3 AE FL11651 10 R3 24GulfSeam 16 1x4 15-
2Pywood NonHVHZ-signed.pdf
Created by Independent Third Party:Yes
11651.11 24 Ga.Gulf Seam Min 24 Ga. Gulf Seam, 1 3/4"Snap Lock, 18"Wide Roof Panel
over 15/32"Plywood
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL11651 R3 II FL11651 11 R3 Metal Roof Panel Detail-
Approved for use outside HVHZ:Yes signed pdf
Impact Resistant:N/A Verified By: Dan Kuhn,P.E.75519
Design Pressure: +N/A/-108.5PSF Created by Independent Third Party:Yes
Other:-69.25 psf @ 24"o.c.clip spacing.-108.5 psf @ 12" Evaluation Reports
o.c.clip spacing.Install per manufacturers details. Not for use FL11651 R3 AE FL11651 11 R3 24GulfSeam 18 15-
in HVHZ Zones. 32PIy_wood NonHVHZ-signed.pdf
Created by Independent Third Party:Yes
11651.12 26 Ga.5V Crimp Min 26 Ga. 5V Crimp Roof Panel over 15/32"Plywood
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL11651 R3 II FL11651 12 R3 Metal Roof Panel Detail-
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SUPPLY & MANUFACTURING
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• GA. 5VCRIMP ROOF PANEL OVER • •
FLORIDA
PRODUCT
APPROVAL N(•i 11651.13 R
TM
TYPE 1 FASTENER PATTERN
(1 ) #9-15 x 1 -1/2" HWH w/Sealing Washer
12 7 12"
At Panel —
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p
TYPE 2 FASTENER PATTERN
(1 ) #9-15 x 1 -1/2" HWH w/Sealing Washer
211 � 9.5" 1" 9.511 2111 .
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AJEL S. h-
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No. 75519
= STATE OF
'Q
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J, NA L 'E ++`10/05/201 j
FL#11651.13 R3•OCTOBER 5,2017
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SUPPLY & fiflANUFACTURING
26 GA. 5VCRIMP ROOF PANEL OVER • •
FLORIDA PRODUCT APPROVAL NO. 11651.13 R3
TM
Product Evaluation Report
GULF COAST SUPPLY& MANUFACTURING, LLC.
26 Ga. 5V Crimp Roof Panel over 15132"Plywood
Florida Product Approval #11651.13 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, LLC.
14429 SW 2nd Place, Suite G30
ttltlll/t
Newberry, FL 32669 �.•'A�rUEL S,
Engineer Evaluator: No. 75519
Dan Kuhn, P.E. #75519 -
Florida Evaluation ANE ID: 10743
STATE OF :Q:
Validator: R
Locke Bowden, P.E. #49704 �'S'1VAL
9450 Alysbury Place
Montgomery, AL 36117
Contents:
Evaluation Report Pages 1 - 5
FL#11651.13 R3•OCTOBER 5,2017
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ENGINEERING,KUHN
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SUPPLY & MANUFACTURING
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2 GA. 5VCRIMP ROOF PANEL OVER 15/32" PLYWOOD
FLORIDA PRODUCT APPROVAL
NO. 11651.13 113
TM
Compliance Statement: The product as described in this report has demonstrated compliance with the
Florida Building Code 2017, Sections 1504.3.2.
Product Description: 5V Crimp Roof Panel, 26 Ga. Steel, 24" Coverage, through fastened
roof panel with fasteners in the panel flat 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: 80.0 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/a" Major Rib
Panel Fastener: #9-15x1.5" with sealing washing in the.flat of the panel 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 75/32" 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: Table"A"
a i um Total Upli Osign ressure. [9`4`2�5s 13,1 Q nsf
Fastener Pattern 12"-12" 9.5"-2"-9.5"
Fast deter Pa`i -r, LL g
Design Pressure includes a Safety Factor;2.0.
FL#11651.13 R3•OCTOBER 5,2017
! . . •
ENGINEERING,KUHN
]
A ]:Wx.
SUPPLY & MANUFACTURING
® � l
26 GA.
5VCRIMP ROOFOVER • •
FLORIDA PRODUCT APPROVAL NO. 11651.13 R3
TM
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. 117-0053T-05 & 117-0331 T-08
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 M17 section 1507.1.1.
Roof Panel Fire Classification: Fire classification is not part of this acceptance.
Shear Diaphragm: Shear Diaphragm values are outside the scope of this report.
FL#11651.13 R3•OCTOBER 5,2017
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SUPPLY & MANUFACTURING
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FLORIDA PRODUCT APPROVAL NO. 11651.13 R3
TM
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.
FL#11651.13 R3•OCTOBER 5,2017
' �10 , G6iCoak
SUPPLY & MANUFACTURING
26 GA.
5VCRIMP ROOF PANEL OVER • • i
FLORIDA PRODUCTAPPROVAL
TM
ENGINEER LOAD TABLE:26 Ga. 5VCrimp Roof Panel over 15/32"Plywood
e�Ln � 'fit ',. '.+""d °�'`.�."°
Bu�JcingsfauingaR of,Mean *xeghts20,0RoofSfbpe2 �sf�2 " 12 /k1{"ZGableorHipRoc�fllV�r�tlSp4e
180rn h; E`a ure f31sk Ca%NjR- f n o ed Bu dingsF ed�on�Fio da Br�lidi Cade 0=17 Y -
.� .�.�_-__z3.a �9 `-
120 130 140 150 160 170 180
WIIND FASTENER SUBSTRATE
SPEED (MIN.1/4" (MIN.15/32") ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER
Penetration) SPACING SPACING SPACING SPACING SPACING SPACING SPACING
3F � k i�y, x''#E�X ' �a
s#�ZOi�lE 1 t#9 15 1 5 �t�P�l 16 NPEw1�16,"c�PE 1_7 16 ?Tcl'PE 1 t 16 H PE-. t 16k n,P,E 1 w16,,TYPE i";. 16` r1f;Pl 1'r.
,- .„ .� ,.
ZONE 2 #9-15X1.5" Plywood 16"TYPE 1 16"TYPE 1 16"TYPE 1 16"TYPE 1 16"TYPE 1 16"TYPE 1 16"TYPE 1
g, w F.... 7 i"s r ki -
ZQNE 3 #9 15x1 5" Pl` ' ood �16T�YPE�1 I67hYPE 1� 16T�Y�P�E 116xTYPE116T+YPEryg
;.`.s PE
1.)PANEL DESCRIPTION:5V CRIMP, MIN. 26 GA., GRADE 80, 24"COVERAGE.
2.)PANEL FASTENER:#9-15X1.5" HWH WITH SEALING WASHER W/MIN. �/4" PENETRATION.
3.)MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE:-94.25 PSF@ 16" O.C. FASTENER SPACING TYPE 1 FASTENER PATTERN, -131.0
PSF 016" 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.
ZONE 2 HIP ROOF ZONE a Note:Dimension(a)is defined as 10%of the minimum width of the building or
--—— — — — —_ a 40%of the mean height of the roof,whichever is smaller,however,(a)cannot be
less than either 4%of the minimum width of the building or 3 feet.
�.\ RIDGE TYPE 1 FASTENER PATTERN
--------- `.\ (1) #9-15 x 1-1/2" HWH w/Sealing Washer
ZONE \� �� 12" 12"
/------------------- 4-
--EAVE i , At Panel Lap
ZONE 2 GABLE ROOF
i I TYPE 2 FASTENER PATTERN
RIDGE (1) #9-15 x 1-1/2" HWH w/Sealing Washer
+---------------------+ a
I
ZONE 1
I I
�-ZONE3 VEAVE
FL#11651.13 R3•OCTOBER 5,2017
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