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RECEIVED
JUL 3 0 2018
ST. Lucie County, Pormitting
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Code Version
2017
FL#
11651.12
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Sawrrh Racultc - Annliraiinne
FL#
Type
Manufacturer
Validated By,
Status
FL11651-R3
Revision
Gulf Coast Supply & Manufacturing, LLC.
FL#: FL11651.12
Locke Bowden P.E.
(334) 300-1800
Approved
His o ,
Model: 26 Ga. 5V Crimp
Description: Min 26 Ga. 5V Crimp Roof Panel over 15/32" Plywood
Category: Roofing
Subcategory: Metal Roofing
� i
-a.ppruveu uy uo . rPProvais oy v K snan ue rewewea anu raunea oy me ruk. ana/or me commission it necessary.
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: BSO-487-1824
The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: ivacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your a -mall address released in response to a public -records request, do not send electronic
mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 4S5.275(1)1
Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails
provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please
provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here .
Product Approval Accepts:
91F `7 Ek M
Credit Card THESE PLANS AND ALL PROPOSED WORK
Safe ARE SUBJECT TO ANY CORRECTIONS
ST. Lt
COUNTY BUILDING ®YV YON EQUIRED BY FIELD INSPECTORS THAT
REVIF0, COMPLIANCE BE NECESSARY IN ORDER TO
REVIBY 1l,/�1�. COMPLY WITH ALL APPLICABLE CODES.
PLAN AND PERMIT MUST BE KEPT ON JOB
SITE R NO INSPECTION(S) WILL BE MADE CONCEALED FASTENERS ORATIACHMENTS
ARAT E,RESPONSIBILITY OF THE
OR RECORD
Uulfi.
SUPPLY & MANUFACTURING
Product Evaluation Report
GULF COAST SUPPLY & MANUFACTURING, LLC
26 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: Roofing
Subcategory: Metal Roofing
Compliance Method: 61 G20-3.005(1)(d)
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
FLO 1651.12 R3 - OCTOBER 5, 2017
LLC.
.� N\EL S.
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STATE OF
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010'AIALI0NG10/05/201
000'
4t x S•,Pat"� �'`> 4w5'` %F,ay , ,'„"�-•,,-�i.�;� r.,�gi� i s"''"='3 t!'e .z.
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SUPPLY & MANUFACTURING
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.
roduct 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.
anel 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:
11651.12 R3 • OCTOBER 5, 2017
Table "A"
F.
Nlaximurn Total Uplift besigri Pressure
1048;54psf ° 1
156 5'psfr
Fastener Pattern
Panel Rib
Panel Rib
astener Pattern Spacing rt:ww�1{2'
��4.t-.,�
0 C
6" OTC �.
Design Pressure includes a Safety Factor = 2.0.
l� /
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SUPPLY & MANUFACTURING
In
e 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.
uation 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.
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.
Data: 1. TAS 125-03: UL 580-94 / 1897-98 Uplift Test
Force Engineering & Testing, Inc. (FBC Organization # TST 5328)
Report No. 117-0065T07A-C, Dated 01/262007
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
B) ASTM B 117 by PRI Asphalt Technologies dated 01/19/2004
4. Certificate of Independence
By Dan Kuhn, P.E. (FL# 75519) @ Kuhn Engineering, LLC
(FBC Organization # ANE ID: 10743)
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
ity 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# 116P1.12 R3 • OCTOBER 5, 2017
%3ulfCG�,;`)�
SUPPLY & MANUFACTURING
nimum 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.
tallation:
Install per Manufacturer's recommended details and RAS 133.
derlayment:
Per Manufacturer's installation guidelines per Florida Building Code 2017 Section
1518.2, 1518.3, 1518.4.
3 Barrier:
Any approved fire barrier having a current NOA. 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.
aar Diaphragm:
Shear Diaphragm values are outside the scope of this report.
sign 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.
FL# 116�1.12 R3 • OCTOBER 5, 2017
N S,1170
/ N. ra ,
SUPPLY & MANUFACTURING
ENGIN
R LOAD TABLE: 26 Ga. 5VCrimp Roof Panel over 15/32" Plywood
ulling
having a Roof Mrea1 Height s
2`0' 0,ftoof Slop�2�/72" 12"/12"*GaFjle oar Hip Roof Wind Speeds 120 h
I$0`z
osure C, Rls5�1'kCaiegory II
Cvnclosed Bulidm`g�based'orKFiorlda, Building'Cpde 2,0=17
(gip
6
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
I #9-15x1.5"
Plywood
12" TYPE 1
12"3 TYPE 1
12" TYPE 1
12" TYPE 1
12" TYPE 1
12" TYPE 1
12" TYPE 1
ddZONE
�4� � ' `c:"* FyL
OZONEi
es' S k � ,a1
�d : 3{ ;.
12'
1�' 3'i
3
Ra x `t,
K:i' ::
12
K ..,z*a'.y� �
;a' 1',+e t C.k •;
"12
#9 ,15x1 5"
qq
}Plywood
TYPE1
12"'TYPE1 =
12TYPE 1
12TYPE1
rTYPEI
12z TYPE, 1
TYPE1,
ZONE #9-15x1.5"
Plywood
12" TYPE 1
12" TYPE 1
12" TYPE 1
12" TYPE 1
12" TYPE 1
12" TYPE 1
12" TYPE 1
1)PANRDESCRIPTION �5U CRIMP,',fVIIN 26 GA ,GRADE 5024"C®VERAGE, 3/s' TALL ``�'._# °.
2 )SPAN L FASTENER HWH WITH SEALIf GaWASq R%W/ MIN %ax PENET:RATION,
V,I#9,15X1
„ ��
) MAX MUM ALLOWALE¢PANEL UPLII PRES, J E 108,. P§' @,112 0 C FASTENER SPACING TYPE FASTENER PATTERN, 156 5a4 s'
pfi��6) 0 C FASTENER SPAwCIN6T`(PE#2ASTENERoPAII ERN BASED ON T5 125 }U.580/UL 1$97 TESTING{'g §a° W
4)P.L �O�ODDECKING MINA xglHICKPLYWOODDDMUST',B�bESIGNED N,TA000RDANCExWTIIFLORIDABUILD�NGCODE20174Y'.
5 )yR00 SLOPE ON ROOF SLORESLESS THAN 3 1s2LAI' SEALANT MUST BE USED Ih'ANELSIDELgPS
b) LQA TABLE BASED ON 1NI D�PRESSURE,S CALCULATED PER ASCE 7 10 KD Ou85) MUITIPL ED BYrO 6 I?ER FL`ORIDa BUILDING .'
CODE Z 17 `w�� �s bfir
�ZONE 2 HIP ROOF a Note: Dimension (a) is defined as 10% of the minimum width of the building or
--- ZONE 3- ��� a 40% of the mean height of the roof, whichever is smaller, however, (a) cannot be
---'-- -� - - I less than either 4% of the minimum width of the building or 3 feet.
RIDGE
�l..... ..... ._..,!......................... n
ZONE 1 \�
EAVE
ENE 2 GABLE ROOF a_
i
\ I
l—RIDGE i
a
_...._.._...._. .................. — — — —-......L .. a
ZONE 1 I
I
11 OZONE 3 `-EAVE
FL# 1 AP51.12 R3 • OCTOBER 5, 2017
(1) #9-15 x I 1 /2 HWH w/Sealing Washer
-1211 �0 1211
At Panel Lap