HomeMy WebLinkAboutPRODUCT EVALUATION REPORT - METAL ROOFINGGulfcaaNt
SUPPLY & MANUFACIURING
Product Evaluation Report
GULF COAST SUPPLY & MANUFACTURING, LLC.
26 Ga. 51L4'' Crimp Roof Panel over 15132" Plywood
Florida Product Approval #11651 J 3 R3
Florida Building Code 2017
Per Rule 61 G20-3
Method: 'i --E)
Category: Roofing
Subcategory, Metal Roofing
C.c)rnpliance Method: 61 G20-.3.005(1)(d)
NON HVHZ
Product Manufacturer:
Gulf Coast Supply & Manufacturing, LLC.
14429 SW 2nd Place, Suite G30
Newberry, HL 32669 %6
\F-L S
Engineer Evaluator:
Dan Kuhn, RE. #75519
Florida Evaluation APSE ID: 10743
Validator:
Lacke Bowden, P.E. #49704
9/450 Alysbljry Place
Montgomery, AIL 36117
y NE IV 4,
No,
STATE ol= :,4z-
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Contents:
Evaluation Report Pages 1 - 5
mm 9 m 10"2
A.z
a
Compliance Statement:
Product Description:
Panel Material/Standards:
Panel Dirnension(s):
Panel Fastener:
Substrate Description:
Design Uplift Pressures:
FL# 11651.13 R3-s OCTOBER 5, 2017
The product as described in this report has demonstrated cornpliar1-ce with ;
Florida Building Code 2017, Sections 1504.3.21.
5V Crimp Roof Panel, 26 Ga. Steel, 24" Coverage, thro:agh a,if.ene'd
roof panel with fasteners in the panel flat over minirnurn �`::�" 0yv,;ood dec.
Non Structural application.
Material: Minimum 26 Ga. Steel, ASTM A792 or ASTM � 65--- G90 confio'rn-l..1,
to
Florida Building Code 2017 Section 1507.4.31.
Paint Finish Optional
Yield Strength: 80.0 ksi
I
Corrosion Resistance: Panel Material shall comply with Florida Bui!:-+ing
Code 2017, Section '1507.4.3.
Thickness: 0.018" Minimum
Width: 24" Coverage
Rib Height: 3/s" Major Rib
#9-15x1.5" with sealing washing in the flat of the panel or approved equa:
1/4" minirnum penetration through plywood.
Corrosion Resistance: Per Florida Building Code 2017, Sect;;,>j 1'_;C �.6, 1 `:G
(Minimum 15432" thick, APA Rated plywood over supports at rnaximurn 24" C
Design of plywood and plywood supports are outside the sco e of this
�
evaluation. Must be designed in accordance vvI Florida Building Cocle 201 7
Table "A"
�.....
Fastener Pattern 12 •-12" Fi5i Z 9.5
F
... ....... .. ..... ...t'...
Design Pressure includes a Safety Factor = 2.0.
I
I
M'Val;,
>Ii:: ,c:e: "he product described herein has demonstrated compliance with the
Florida Building Code 2017, Sections 1504.3.2.
Re'lor" 'Sr-0Pe: 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.
Peri+:!. ctt : pan,. lards: The product described herein has demonstrated compliance with:
0 UL 580-06 - Test for Uplift Resistance of Roof Assemblies
M
Te f
I
i
FL# 11651.
z
G UL 189/-12 - Uplift Test for Roof Covering Systems.
I. UL 580-94 / 1897-98 Uplift Test
Force Engineering & Testing, Inc. (FBC Organization # TST-5328)
Report No. 117-0053T-05 & 117-0331T-08
2. Certificate of independence
By Dan Kuhn, P.E. (FL# 75519) C Kuhn Engineering, LLC
(FBC Organization # ANE ID: 10743)
F qu'l ,valence:
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.
r .nci., Entity:
he 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.
R? Iflg1e:
Nlinimum 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.
Install per Manufacturer's recommended details.
Shall comply with Florida Building Code 2017 section 1507.1.1.
ication:
Fire classification is not part of this acceptance.
i•'r11:
Shear Diaphragm values are outside the scope of this report.
5, 2017
J
Design Procedure:
For roofs within the parameters listed on the load -LaL-I-ie, !(:.,rn miu. 1J 1.
at a minimum meet, those listed for the applicable wind z,).,)e. i;!:! ru,-',:)fs outs
the parameters listed on the load table, design win--' load: shall 1 u,Iermined'
for each project in accordance with FBC 201 '7 Section 1 6C,) 0i" I
using allowable stress design. The maximun-i fastener 1-1 s 11
not be exceeded. This evaluation report is n.-A., apl-Dlicable in i-Ii, I cAv
Hurricane Zone. Refer to current NOA o. HVl-[7 eva!:,Izr-'ir n ;q:%u:; of th i
product in High Velocity Hurricane Zone.
i q
jx
X
...... ........
'N"
......... . . . . . . . . . ..
. . ...... . . IN
Note: Dimension (a) is defined as 10% of the minimum width of the building or
70PJF.'::: '-- 1� 40% of the mean height of the roof, whichever is smalle , however (a) cannot be
less than either 4% of the minimum width of the building or 3 feet.
TYPE 1 FASTENER PATTERN
-----(1) #9-15 x -I.1/2,: HWH w/Seall g Washer
�Q211 --,1211
- .._. --- -------------- - --------------- ---------------- =-------
,dt Panel Lap_--/
TYPE 2 FASTENER PATTERN
kE[?uE
---------(1) #9..1 a x 1-1/2" HWH w/Sealing Washer
..--- ----�.------._----- `---ia 2
-------
------------------ ....................:...........................................
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I I' 1 i6151. i 1 :,i OCTC):J R 5, "2011
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l ENGINM LOAD TADLE. 26 Ga, 6Vawrimp Roof Panel over 15/32" Plywood j
WIIND
i7ASTENER
SUBSTRATE
('PtEil
.,,r,`1.1/4"
Fcr.eiretio�}
((.911J.15/s2 j
il'yvrood
'
120 1 130 1 140 1 150 1 160 1 170 1 180
ON CENTER I ON CENTER I ON CENTER I ON CENTER I ON CENTER� ON CE14TER � ON CENTER
SPACING SPACING SPACING ;PACING; SPACING SPACING SPACING
16" TYPE 1 1 16" TYPE 1 1 16" TYPE 1 1 16" TYPE 1 1 16" TYPE 1 1 16" TYPE 1 1 16" TYPE 1
1.) PAN'EL DES`.RiPTION: `_:'r CRIMP, MIN. 26 GA., GRADE 80, 24"COVERAGE.
2.) PAN EL FAST E..NER: K, 1 SX1.5" HW';- WITH SEALING WASHER W/ MIN. A" PENETRATION.
.) "..k. ?('•It11'F:} L.1.LCFUu: a i..0 PANEL UPLIFT PRESSURE:-94.25 PSF@ 16" O.C. FASTENER SPACING TYPE 1 FASTENER PATTERN, -131.0
P C.: ; STENEr, ;:CIi11G T'r'PE 2 FASTENER, PATTERN BASED ON TAS 125, UL 580/UL 1897 TESTING.
4.) :>l':^v'dt: OD M CKING: ,01.1%2" THICK PLYWOOD MUST BE DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 2017.
5') a.;: " SL) ON RO; SLOF,-S LESS THAN 3:12, LAP SEALANT MUST BE USED IN PANEL SIDE LAPS.
6.) 'u"AD, TA,_3I, := ;:,SE[) C;P:: WIND PRESSURES CALCULATED PER ASCE 7-10 (KD = 0.85) MULTIPLIED BY 0.6 PER FLORIDA BUILDING
COE)'F 017.
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Gulfcda
SUPPLY & P94NUFAi:"f;lfiING
j TYPE 1 FASTENER PATT
f (1) m1 x 1-1 / " HWH w/Sealing Washer ire,
t Panel Lap
f
TYPE 2 FASTENER PATTERN
i--------------- (1) -1 x 1-1 / " I°°~ WH /Sealing Washer
2 P P .__ - 5 P—__--__ __ 1 1 y __________9.511 -------------
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°]: •%"•.V•'\'s.�.ICO..._e.._._ ________PRE' /:Z��
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