HomeMy WebLinkAboutEVALUATION REPORT - METAL ROOFINGJ Gun
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Product Evaluation Report -
GULF COAST SUPPLY & MANUFACTURING, LLC
26 G . SV Crimp Roof Papel 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: 61G20-3.005(1)(d)
NON HVHZ
Product Manufacturer:
Gulf Coast Supply & fWanufacturing, L C.
14429 SW 2nd Place, Suite G30 `�,,,.
Newberry, FL 32669 p,NtEL� S . ��
Engineer Evaluator:
Dan Kuhn, P.E. #75519
Florida Evaluation ANE ID: 10743
Validator:
Locke Bo ��, ,den. P E. t;'4970f4
9450 Alysbury Place
Montgomery, AL 36117
Contents:
Evaluatuan Report Pages ®— 5
11651.13 R3 -OCTOBER 5,
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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.
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
Cade 2017, Section 1507.4.3_
Panel Dimension(s):
Thickness: 0.018" Minimum
Width: 24" Coverage
Rib Height: 3/9" 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 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:
11651.13 R3 e OCTOBER 5, 2017
Table "A"
Maamurri )c�tal Up(iDest Pssure 1`25
psf'
131'O psr �, Ja
Fastener Pattern
12"-12"
9.5"-2"-9.5"
t'asterer Pattrn Spang E
16' O C P ; YAl
b'0
Design Pressure includes a Safety Factor = 2.0.
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c rc--�.'}{..,x}.fit--�;za—`"y { _{_�''u=^�-}.+` j• y r ��';F e�'`'� '1- �,.
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SUPPLY & A.9AitiUFACTURlPlG
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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:
v 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 2017 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.
11651.13 R3 • OCTOBER 5, 2017
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Gulf
SUPPLY & n$,itNU,ACTUR.RJ&
Design Procedure: For roofs within the parameters listed on the load table, fastening pattern must
at a minimum meet those listed for the applicable wind zone. For all roofs outside
the parameters listed on the load table, design wind loads shall be determined
for each project in accordance with FBC 2017 Section 1609 or ASCE 7-10 '
using allowable stress design. The maximum fastener spacing listed herein shall
not be exceeded. This evaluation report is not applicable in High Velocity
Hurricane Zone. Refer to current NOA or HVHZ evaluation report for use of this
product in High.Velocity Hurricane Zone.
11651.13 R3 u OCTOBER 5, 2017
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SUPPLY & MANUFACT1,11,
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ENG`NEER LOAD TABLE 26 Ga. 5VCrlmp Roof Panel over 15/32" Plywood
`2oriip,Rdpf; V�/rtd Speeds 120 '
Ings Fiauin$ga Raaf�Mean HIght`�;20' U";rRoof''Slope 2"/.1 ` 1'
18C? ph,.Expostlre C, Ris. Cate 'a!Y"l "• -Rc osed Building; bafsed orr Florida Bultdmg Cotle 2037 5 ^
.i
130
140
150
160
170
180
W�120
'Np
FASTENER
SUBSTRATE
SPEED
(MIN. 1/4"
(MIN. 15132")
ON CENTER
ON CENTER
ON CENTER
ON CENTER
ON CENTER
ON CENTER
ON CENTER
Penetration)
SPACING
SPACING
SPACING
SPACING
SPACING
SPACING
SPACING
f E 1
#9�15x1 5"
' �
16" Tl(PE 1
1!6" TYPE 1
� 96 TYPE 1
TYPE�1
16"TYPE 1,
76" TYPE 1
76 TVPE 1: '
Z4
t
r
IV,,._,
Plywoodk�-`'
r
,16"
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
,,I{{
3
#95X1 5"
PI`yWood
1G TYPE 1
ifi' T)fPE t
"1
1bTYPE-
IS TYPE 1
1b". TYPE 1
ib TYPE 2
96" TYPE 2
ZfJ�tE
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1.) PANEL DESCRIPTION: 5V CRIMP, MIN. 26 GA., GRADE 80, 24"COVERAGE.
i
2.) P11 NEL FASTENER: #9-15X1.5" HWH WITH SEALING WASHER W/ MIN, 1/4" PENETRATION.
3.) IIIIAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE: -94.25 PSF@ 16" O.C. FASTENER SPACING TYPE 1 FASTENER PATTERN, -131.0
PSF Ci 16" O.C. FASTENER SPACING TYPE 2 FASTENER PATTERN BASED ON TAS 125, UL 580/UL 1897 TESTING.
4.) Pfy'iYWOOD DECKING: MIN. 75/32" THICK PLYWOOD MUST BE DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 2017.
5.) �?OF SLOPE: ON ROOF SLOPES LESS THAN 3:12, LAP SEALANT MUST BE USED IN PANEL SIDE LAPS.
7-10 0.85) MULTIPLIED BY 0.6 PER FLORIDA BUILDING
6.) LDAD TABLE BASED ON WIND PRESSURES CALCULATED PER ASCE (KD =
COD 2017.
2 HIP ROOF
ZONE
14-1 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:) feet.
I RIDGE i
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ZONE 1 \ ti
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-------------
ti- EAVE
ZONE 2 GABLE ROOF
=— �-----------------.— ,a
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\ /--RIDGE------------
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+------ -----------------4- �fa
- I
ZONE 1
I \ I
—ZONE3 '—EAVE
11651.13 R3 a OCTOBER 5, 2017
TYPE FASTENER PATTERN
(1) #9-15 x 1-1/2" HWH w/Sealing Washer
1211 1211
At Panel Lap
TYPE 2 FASTENER PATTERN
(1) #9-15 x 1-1/2" HWH w/Sealing Washer
t21I�9.5" �'�-9.511 2"1
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TYPE 1 FASTENER PATTERN
(1) #9-15 x 1-1 /21' HWH W/Sealing Washer
-- 1211 1 211
At Panel Lap
TYPE 2 FASTENER PATTERN
-(1) #9-15 x 1-1 /2" HWH W/Sealing Washer
2" - 9.5" 11 9.5'° --- 2111
�1 G E NScc
= * • No. 75519
STATE OF : Q
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11651.13 R3 u OCTOBER 5, 2017