HomeMy WebLinkAboutPRODUCT EVALUATION REPORTr
WED
MAR 13 Z018
Product Evaluation Report
GULF COAST SUPPLY & MANUFACTURBNG, LLC
26 Ga. SV Crimv Roof Pavel over 1S1.32" Plywood
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Florida/Product Approval #1165�1.12 J - _ SIGN
Florida Building Code 2017 S1. LVCM,, �'ryY1NTYRUIi-nT..*r
9 / 11FV�i4'�0 FOR Col
Per Rule 61 G20-3 KEVILIVED ly
Method: 1 —D / DATE 5l , IV
Si. Lucie County, Permltting
PUNS AND PERMIT MUS BE KEPT ON JOE
/ � O
Category: Roofing
Subcategory: Metal Roofing
ompliance Method: 61 G 26-3.005(1)(d)
HVHZ
AV IMPECTION WILL BE M.Or,
Product Manufacturer:
Gulf Coast Supply & Manufacturing, LLC.
14429 SW 2nd Place, Suite G30
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD:INSPECTORS THAT
MAYBE NECESSARY IN ORDER TO
COMPLY WITH A_"'APPW0AA9 BODES,
Newberry, FL 32669 %% 1EL S. '
Engineer/Evaluator:
Dan Kuhn', P.E. #75519 = No, 75519
Florida Evaluation ANE ID: 10743
Validator:
Locke Bowden, P.E. #49704
9450 Alysbury Place
Montgomery, AL 36117
i
Contents:
Evaluation Report Pages 1 — 5
STATE -OF : Q:
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CONCFAED FASTENERS ON AITACHMENn
ARE THE RESpONSISILITY OF THE
CONTRACTOR OFRECORD
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Compliance Statement: The product as describeld in this report has demonstratled compliance with the
Florida Building Code 2017, Sections 1504.3.2, 1518.9; 1523.6.5.2.4.
Product Description:
Panel Material/Standards:
Panel Dimension(s)
Panel Fastener:
Substrate Description:
Design Uplift Pressures:
FL# 11651.12 R3 • OCTOBER 5, 2017
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 hpplication. I
Material: Minimum 26 G'a. 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 l
Corrosion Resistance: Panel Material shall comply with Florida Building
Code 2017, Section 1507.4 .3.
Thickness: 0.018" Minimum II
Width: 24" Coverage
Rib Height: 3/8" Major Rib
#9-15x1.5" with sealing washing through panel rib.
1/4" minimum penetration through plywood. i
Corrosion Resistance: Per Florida Building Code 2017, Section 1506.6, 1507.4.4
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.
Table "A"
R Q 1 $i,� e5,i\`�i Y" d Yf> ss
FMa}�'ot�(��pi�ft�C3esEgn I'_re�sur�-�14i18
�✓= �%, p
p,v r��
Y:v; �9. �+
156�a��psf
Fastener
Panel Rib j
Panel Rib
�YPattern
Fas',q,1{6
N
FJr. x
_.,
Design Pressure includes a Safety Factor = 2.0. j
Code Compliance:
Evaluation Report Scope:
Performance Standards:
Reference Data:
Test Standard Equivalence:
Quality Assurance Entity:
FL# 11651.12 R3 • OCTOBER 5, 2017
i
1GU1fC5jKt
I SUPPLY & MANUFACTURING
The product described herein has demonstrated co pliance with the
Florida Building Code 2017, Sections 1504.3.2, 15118.9, 1523.6.5.2.4.
The product evaluation is limited to compliance with the structural wind load
requirements of the Florida Building Code 2017, asl relates to Rule 61 G20-3.
The product described herein has demonstrated compliance with:
• TAS 125-03
• UL-580-06 - Test for Uplift Resista J ce of Roof Assemblies
S 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
i TABS 1 10-00 - Accel. Weathering ASTM G 155 / Salt Spray ASTM
B 117.
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 /2+'6/2007
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 medal panel testing
A) ASTM G 26 by PRI Asphalt Technologies dated 01/19/2004
B) ASTM B117 by PRI Asphalt Technologies dated 01/19/2004
4. Certificate: of Independence i
By Dan Kuhn, P.E. (FL# 75519) @ Kuhn Engineering, LLC
(FBC Organization # ANE ID: 10743)
I
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
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.
I
Minimum Slope Range:
Installation:
Underlayment:
Fire Barrier:
Shear Diaphragm:
Design Procedure:
FL# 11651.12 R3 o OCTOBER 5, 2017
G'A'"'t
ulf
' IoL
SUPPLY & MANUFACTURING
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.
Install per Manufacturer's recommended details and RAS 133.
Per Manufacturer's installlation guidelines per Florida Building Code 2017 Section
1518.2, 1518.3, 1518.4.
Any approved fire barrier having a current NOA. Refer to a current fire directory
listing for fire ratings of6is roofing system assembly asi well as the location of the
fire barrier within the aslsembly. Fire classification is not1part of this acceptance.
Shear Diaphragm valuesl are outside the scope of this report.
For roofs within the parameters listed on the load table; fastening pattern must
at a minimum meet those listed for the applicable wind ozone. 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.
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ENGINEER LOAD TABLE: 26 Ga. 5VCrimp Roof Panel over 15/32" Plywood
f u11d1n s ha�inr a Rc1of.Mear1"H6gh 2Q' ^ R inI
Slope 2''19t "p 12"112 ' C�akile orxHlp` tc tif, V�Ilnd Spe ck 12Q
180rriph; Expc1511e Q Risk-Categc� ll,kr nelo5etl tslld:nr
based,c n Flo0'#, Bullring Cede
�
120
130
�I 140
150
166
170
180
WIND
FASTENER(MIN
SUBSTRATE
SPEED
Penetration)
Penetration)
do
(MIN. 15/32")
ON CENTER
ON CENTER
ON CENTER
ON CENTER
ON CENTER
ON CENTER
ON CENTER
SPACING
SPACING
I SPACING
SPACING
SPACING
SPACING
SPACING
ZONEII
#9-15x1.5"
Plywood
12" TYPE 1
12" TYPE 1
!12" TYPE 1
I
12" TYPE 1
12" TYPE 1
12" TYPE 1
12" TYPE 1
2fJ111E"Z
#3 95x1 5"•
Plyfuood
�12"TYPI M
9`2"TS'PE°1i
12"TYPE 1
` 1i" TYPE 1
12"TYPE 1
ry12RTYPEs1�
2 TYpE 1
..
ZONE 3
#9-15x1.5"
Plywood
12" TYPE 1
12" TYPE 1
1.2" TYPE 1
12" TYPE 1
12" TYPE 1
12" TYPE 1
12" TYPE 1
:1: }oPAPIEI' DESCRIPTION: 5V-CRIMP MiN. 26 CAA:, GRAb,E 50 2A"COVCRAGE;'a° TALL
. i�
tHWH
WIH5EAUNGVWAHERW/vlP}N=
,E ETRATION 2PANFSNER"0-1 X.
3 }MAXIMUM ALLOWABLE PANEL UF?l IFT PR 55URI 1 Q8 "PSG@ FASTENER=SPACING TYPE i��ENErt PAirEI�NR,156 5
, &wM #c ' °F IItYtll M
PSF ®6"-,C3 :FASTENER 5PACiN TYPE t A5TEN R 0ACrtRN BASED ON TAB I25;131;58�tU1 °1897 TE5Ti G�
} PLYWOOD L?ECKWG MIN.1 2' TNICiC PLY, 'O D MUST BE DESIGNED 1N ACCORbANGE WITHTI LC)RII Bt 11 q�NG CC)DI' 2t 7
5 } RQgF SLOPE: ON, ROOF SI.GPES LESS,THAN,,,12, LAP SEALANT MUST• BE USED IN PANEL SME
6 } LOADTABU 645Ei3 OI,t WIND, PRESS`t1RE CAL ULArEO PER ASCI 10i(KD 'L1$5) VILIET1PLIED BY 0 fS�P> i� Ft brilLiA BUIL�iI�G° ,
CODE��17 E
',j,ZONE Z ZONE 3 'd-
'---------------
--RIDGE
ZONE
------------------�
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
la less than either 4%'of the minimum width of the building or 3 feet.
li I
(1) #9-15 x 1-1 /2" HWH w/Sealing Washer
12" -121'
n.�
ZONE 2 GABLE ROOF ?ai
..............
\\ r RIDGE
\ '
1............................ - ........./.........._ ......... ...... ..... .... ._...._ ..........._ — a
+ ----------------------t- ............ a
\ i
ZONE 1 '
`-ZONE 3 —EAVE
FL# 11651.12 R3 • OCTOBER 5, 2017
At Panel Lap —/
W14