HomeMy WebLinkAboutPRODUCT EVALUATION REPORTW
,WANNE®
BY
S# Lucie CCU?
001,
GuIX6ast
SUPPLY & MANUFACTURING
Product Evaluation Report RECEIVED
GULF COAST SUPPLY & MANUFACTURING, LLC. JAN 2 9 2018
26 Ga. GulfRibTM Roof Panel over 1f5132" Plywood sT Lucie cAunty, Permitting]
Florida Procl ct Approval #"11651.22 R3
Florida Building Code 2017
Per Rule 61 G20-3
I Method: 1 —D
j
Category: Roofing
Subcategory: Metal Roofing
Compliance Method: 61 G20-3.005(1)(d)
NON HVHZ
Product Manufacturer:
Gulf Coast Supply & Manufacturing, LLC.
111,II08
14429 SW 2nd Place, Suite G30 •��N�EL gW,
,
Newberry, FL 32669 O• �. .N
A .• • . • y'�,
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
, sF •,ti
* ; No. 75519 _
0STATE OF : �Q
;F�i•�0R10p'•���:
Compliance Statement:
The product as described in this report has demonstrated compliance with the
Florida Building Code 2017, Sections 1504.3.2.
Product Description:
GulfRibTII 3/a" Rib Roof Panel, Minimum 26 Ga. Steel, 36" Coverage,
through fastened roof panel 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: Min. 80.Oksi
Corrosion Resistance: Panel Material shall comply with Florida Building
Code 2017, Section 1507.4.3.
Panel Dimension(s):
Thickness: 0.018" Minimum
Width: 36" Coverage
Rib Height: 3/a" Major Rib at 9" O.C.
Panel Fastener:
#9-15xl.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
Substrate Description:
Minimum Is/2" 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:
FL# 11651.22 R3 a OCTOBER 5, 2017
Table "A"
aMax in i tal U ift Desi n Pr ure
59 25 sf
m
'9.2�5 psf
Fastener Pattern
9"-9"-9"-9"
6.5"-2.5"-6.5"-
2.5"6 5"-2.5"-6.5"
�.FasfenervPatte n SpVacing
Design Pressure includes a Safety Factor = 2.0.
Age
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 / 1897798 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) Q 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.
Underlay,ment: Shall comply with Florida Building Code 2017 section 1507.1.1.
FL# 11651.22 R3 •OCTOBER 5.2017
Roof Panel Fire Classification: Fire classification is not part of this acceptance.
i
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 R3.00TOBER 5, 2017
N!�Wft\ dI
le
ENGINEER LOAD TABLE: 26 Ga. GulfRibTM Panel over 15/32" Plywood
8utld' ti gs ha irlg a Roof Mean eights
20'-0"; Roof
Slope: 2"/12"
- 12' /12°` GaI No ble ffi or
Wp Roof, Wind
Speed 1Z0-
180mh xposure �, Risk C�atego�ry'll,
H dosed Building,
based
on 11 ida 8t iilding Cad
2017.mom
120
130
140
150
160
170
180
WIIND
FASTENER
SUBSTRATE
SPEED
(MIN. 1/4"
penetration)
(MIN. 75/32")
ON CENTER
ON CENTER
ON CENTER
ON CENTER
ON CENTER
ON CENTER
ON CENTER
SPACING
SPACING
SPACING
SPACING
SPACING
SPACING
SPACING
�ZON�E1Y
1.5"
005x•
Plywood
24" TYPE 1
24", TYPE 1
24", TVP 1
24". TYPE 1
24", i YPE 1
24", YPE 7
24", i YPE 1
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
^2ON`3
#-1,5x1.5"
Plywood
24", TYPE 1
24 ,TYPE
24", TYPE 1
12 ,TYPE 2
"
i2", TYPE 2
iZ ,TYPE 2
12 ,TYPE 2
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: 69.15 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. 15A2" 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 2017.
ZONE Z ZONE 3 1-T
J------------------
RIDGE
n \
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
a less than either 4% of the minimum width of the building or 3 feet.
{TYPE 1 �FASTENER PATTERN 9. I 9„ I #9 �g I
AI Panel laps
ZONE 2 GABLE ROOF TaT
-------------------!a
I I
I I °
j RIDGE j
----- --------------� �a
4----------------------4-
I
ZONE 1
1 I
---------------------
-ZONE 3 —EAVE
R.# 11651.22 R3 •OCTOBER 5, 2017
Conti Tape Seal for use on Sk
#9-15 x 1-1/2' w/Sealer Washer @ 24' O.C. Max.
Cont: Tape Seal for use on Sh
#9-15 x 1.1/T w/Sealer Washer @ 12' O.C. Max.
less than
less than