HomeMy WebLinkAboutPRODUCT APPROVAL - METAL ROOFING� sF •.ti
1*: No. 7551.9
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Gulf �.
SUPPLY & MANUFACTURING
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RESPONSIBILITY OF THE
RACTOR OR RECORD Product Evaluation Report
GULF COAST SUPPLY & MANUFACTURING, LLC.
26 Ga. GulfRibTM Roof Panel over 15132" Plywood
Flo c Approval #11651.22 R3
ST. LUCIE COUNTY BUILDING DI ON - 'ding Code 2017
REVIEWED FOR COMP IANCE g _
REVIEW B ule 61 G20-3
DATE Method: 1 —D
PLANS AND ERMIT MUST BE KEPT JOB
SITE OR NO INSPECTION(S) WILL B ADE
Category: Roofing
Subcategory: Metal Roofing
Compliance Method: 61 G20-3.005(1)(d)
NON HVHZ
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Product Manufacturer:
Gulf Coast Supply & Manufacturing, LLC.
14429 SW 2nd Place, Suite G30 % �`'`� I � �''��
Newberry, FL 32669 ; ��OPN�E,; S. k�/y
C. EN
Engineer Evaluator:
THESE PLANS AND ALL PROPOSED WORK Dan Kuhn, P.E. #75519
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT Florida Evaluation AN ID: 10743
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
Validator:
Locke Bowden, P.E. #49704
9450 Alysbury Place
Montgomery, AL 36117
Contents:
Evaluation Report Pages 1 — 5
1651.22 R3 • OCTOBER 5, 2017
Compliance Statement:
Product Description
Panel Material/Standards:
jPanel Dimension(s):
jPanel Fastener:
Substrate Description:
Design Uplift Pressures:
FL# 11651.22 R3 • OCTOBER 5, 2017
�7
Gulf
SUPPLY & MANUFACTURING
The product as described in this report has demonstrated compliance with the
Florida Building Code 2017, Sections 1504.3.2.
GulfRibT"' 3/a" Rib Roof Panel, Minimum 26 Ga. Steel, 36" Coverage,
through fastened roof panel over minimum 15/32" Plywood Decking. Non
Structural application.
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: Min. 80.Oksi
Corrosion Resistance: Panel Material shall comply with Florida Building
Code 2017, Section 1507.4.3.
Thickness: 0.018" Minimum
Width: 36" Coverage
Rib Height: 3/a" Major Rib at 9" O.C.
#9-15x1.5" HWH with sealing washing or approved equal
1/4" minimum penetration through plywood.
Corrosion Resistance: Per Florida Building Code 2017, Section 1506.6, 1507.4.4
Minimum15/32" thick, APA Rated plywood over supports at maximum 24" O.C.
Design of plywood and plywood suppor e outsi e e sc pe of
evaluation. Must be designed in actor nce w/ Florida B 1 g Code 2017.
Table "A"
Fastener Pattern
Design Pressure includes a Safety Fa
= 2.0.
6.5"-2.5"-6.5"-
2.5"6.5"-2.5"-6.5"
E
Gulf
SUPPLY & MANUFACTURING
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. 117-0062T 07A, B, Dated 02/19/2007
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.
FL# 111651.22 R3 • OCTOBER 5, 2017
7-J
Gulf
SUPPLY & MANUFACTURING
I
Roof Panel Fire Classification: Fire classification is not part of this acceptance.
Shear Diaphragm: Shear Diaphragm values are outside the scope of this report.
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# 11651.22 R3 • OCTOBER 5, 2017
a
Gulf
SUPPLY & MANUFACTURING
ENGINEER LOAD TABLE: 26 Ga. Gulf RibTM Panel over 15/32" Plywood
,Buildings having a:Roof Mean He,lght <r20' 0 Roof Slope 2'l1212/12 Gable or Hlp Roof Speeds
},Wend
1.80mph, Exposur`e;C; RsknCategory ll,;EnelosEdBulld,ing, based on Florida Bullding.Code 2017
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
ZONE:,1
#9 15X1 5'
Plywood
��a�.�
24 T.YPE 1
24'- TYPE,1
24' TYPE 124
, TYPE 1
24 , TYPEx1
24 ;TYPE"1,<
� � � .
24 ,TYPE 1.°:
n
ZONE'2
#9-15x1.5"
Plywood
24", TYPE 1
24", TYPE 1
24", TYPE 1
24", TYPE 1
24", TYPE 1
24", TYPE 1
24", TYPE 2
ZONE 3
: #9 15X1 5"
Plywood
24., TYiPE 1
24', TYPE 1
24 , TYPE'1
12' TYPE 2
"12' TYPE 2
12' -T,YPE 2
12' TYPE 2
rr _.. r e
.. » u
1.) PANEL DESCRIPTION: GULFRIBTM, MIN. 26 GA., GRADE 80, 36"COVERAGE, 3/4" TALL.
2.) PANEL FASTENER: #9-15X1.5" HWH WITH SEALING WASHER OR APPROVED EQUAL
3.) MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE: 69.25 PSF @ 24" O.C. FASTENER SPACING TYPE I FASTENER PATTERN, 159.25
PSF @ 12" 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 2.017.
uio onnc
Lurit L ZONE 3-- r 1
----- ------------
N \ �1
\ \ \ RIDGE i
\ \ / // I
----------.
ZONE1 \\ \\\
------------------�
enve
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
�a less than either 4% of the minimum width of the building or 3 feet.
TYPE 1 FASTENER PATTERN
ZONE 2 GABLE ROOF,
X,----------------------a
I I
I I
� RIDGE �
----- ------GE------- a
4-----------------------4- a
ZONE 1
I I
---------------------+
3
EAVE
At
Cont. Tape Seal for use on Slopes less than
#9-15 x 1-1/2' w/Sealer Washer @ 24' O.C. Max.
TYPE 2 FASTENER PATTERN
Cont: Tape Seal for use on Slopes less than
#9-15 x 1-1/2' w/Sealer Washer @ 12' O.C. Max.