HomeMy WebLinkAboutPRODUCT EVALUATION REPORTf�E-CEIVED
APR 2 6 2`1018
ST. Lucie CountY, PermiffIT19
SCANNED
By
GULF COAST
26 Ga. SV
FL# 11651.13 R8 - OCTOBER 5, 2017
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SUPPLY & MANUFACTURING
Evaluation Report
Ly & MANUFACTURING, LLC.
Roof Panel over 15132" Piywood
a Product Approval #11651.13 R3
Florida Building Code 2017
Per Rule 61 G20-3
Method: 1 -D
Category: Roofing
Subcategory: Metal Roofing
Compliance Method: 61 G20-3.005(l)(d)
NON HVHZ
Product Manufacturer:
Gulf Coast Supply & Manufacturing, LLC.
14429 SW 2nd Place, Suite G30
Newberry, FL 32669 %%% VgF-L S
Engineer Evaluator:
Dan Kuhn, PE. #75519
Florida Evaluation ANE ID: 10743
Valiclator:
Locke Bowden, PE. #49704
9450 Alysbury Place
Montgomery, AL 36117
Contents:
Evaluation Report Pages 1 - 5
No. 7551
9
STATE OF .'Izz
-40RI -"'7"
%
Thickness: 0.018Y Minimum
Width: 24" Coverage
Rib Height: 3/a " M I. or Rib
#9-1 5x1.5" with sealin� washing in the flat of the panel or approved equal,
1/4" minimum penetrat' on through plywood.
Corrosion Resistance: Pe r Florida Building Code 2017, Section 1506.6, 1507.4.4
Minimum 1-9/32" thick ' APA Rated plywood over supports at maximum 24" O.C.
Design of plywood and p I lywood supports are outside the scope of this
evaluation. Must be designed in accordance w/ Florida Building Code 2017.
Table "A"
Fastener Pattern
12"-12"
9.5"-2"-9.5"
0 R
Design Pressure includes a' Safety Factor 2.0.
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SUPPLY & MANUFACTURING
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Compliance Statement: The product as clescr�bed in this report has demonstrated compliance with the
Florida Building CM 2017, Sections 1504.3.2.
Product Description: 5V Crimp Roof Panel� 26 Ga. Steel, 24" Coverage, through fastened
roof panel with fastei�lers in the panel flat over minimum'5/32 "plywood decking.
Non Structural application.
I
Panel Material/Standards: Material: Minimum 26 Ga. Steel, ASTM A792 or ASTM A653 G90 conforming to
Florida Building Code �101 7 Section 1507.4.3.
Paint Finish Optional
Yield Strength: 80.0 k i
Corrosion Resistance- Panel Material shall comply with Florida Building
Code 2017, Section 1 �,07.4.3.
Panel Dimension(s):
Panel Fastener:
Substrate Description:
Design Uplift Pressures:
FL# 11651.13 R3 0 OCTOBER 5, 2017
Gulfczw�f
SUPPLY & MANUFACTURING
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Code Compliance:
The product described herein has demonstrated compliance with the
Evaluation Report Scope:
Florida Building Code 20 17, Sections 1504.3.2.
The evaluation� is limited to compliance with the structural wind load
product
requirer - rida 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. 11 7-0053T-05 & 117-033 1 T-08
2. Certificate of Indepen ence
By Dan Kuhn, P.E�. (FL 75519) @ Kuhn Engineering, LLC
(FBC Organizatio n, NEID:10743)
Test Standard Equivalence:
1 . The UL 580-94 te st standard is equivalent to the UL 580-06 test standard.
1
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 Floricl� Building Code and Rule 61 G20-3.005(3) for
I
manufacturing under a quality assurance program audited by an approved quality
assurance entity.
Minimum Slope Range:
installation:
Underlayment:
Roof Panel Fire Classification:
Shear Diaphragm:
FL# 11651.13 R3 0 OCTOBER 5, 2017
HOW14
Minimum Slope shall compl�
Section 1507.4.2 and in acco
slopes less than 3:12, lap sea
install per Manufacturer's rec
Shall comply with Florida Buil
Fire classification is not part c
Shear Diaphragm values are (
with Florida Building Code 2017, including
rdance with Manufacturers recommendations. For
lant must be used in the panel side laps.
mended details.
q Code 2017 section 1507.1.1.
this acceptance.
cle the scope of this report.
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SUPPLY & MANUFACTURING
Design Procedure: For roofs within the pal ameters 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 acco dance with FBC 2017 Section 1609 or ASCE 7-10
using allowable stress d sign. The maximum fastener spacing listed herein shall
not be exceeded. This e aluation report is not applicable in High Velocity
Hurricane Zone. Refer to urrent NOA or HVHZ evaluation report for use of this
product in High Veloc �Curricane Zone.
FL# 11651.13 R3 - OCTOBER 5, 2017
ENGINEER LOAD TABLE: 26 Ga. 5VCrimp Roof Panel ov4r 15/32" Plywood
VME
'R
f722, 1
140 150 160 170 180
ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER
ene ra on SPACING SPACIN SPACING SPACING SPACING SPACING SPACING
z , ams—*
ra
VPF'
5*
M
ZONE 2 #9-15xl.S" Plywood 16" PE 1 16" TYPE I I 16"TYPE1 16"TYPE1 16" TYPE 1 16" TYPE 1 16"TYPE1
'W W
1/5
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poWE24i,
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1.) PANEL DESCRIPTION: 5V CRIMP, MIN. 26 GA., GRADE 80,24"Cl OVERAGE.
2.) PANEL FASTENER: #9-15X1.5" HWH WITH SEALING WASHER 4 MIN. 1/4" PENETRATION.
3.) MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE: -94.25 PS I �@ 16" O.C. FASTENER SPACING TYPE 1 FASTENER PATTERN, -131.0
PSF @16" O.C. FASTENER SPACING TYPE 2 FASTENER PATTERN BASED ON TAS 125; UL 580/UL 1897 TESTING. CODE 2017.
4.) PLYWOOD DECKING: MIN. 1-1/32" THICK PLYWOOD MUST BE DE� I IGNED IN ACCORDANCE WITH FLORIDA BUILDING
5.) ROOF SLOPE: ON ROOF SLOPES LESS THAN 3:12, LAP SEALANT �UST 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.
//�ONE 2 ZONE 3—,,
RIDGE
-----------
ZONE 1
N
------------------
Note: Dimensibn (a) is defined as 10% ot the minimum wiciin or iLne uu iluilly ul
-4a 40% of the rn�an height of the roof, whichever is smaller, however, (a) cannot be
less than either 4% of the minimum width of the building or 3 feet.
ZONE 2
GABLE ROOF 11#1
----------------
i
----- --
�RIDGE -------- L-
-----
----------------------
4-
a
_ja
ZONE I
�ZONE 3 —LAVC
FL# 11651.13 R3 * OCTOBER 5, 2017
TYPE I FASTENER PATTERN
) #9-15 x 1-1/2" HWH w/Sealing Washer
-1211 f 1211
At Panel Lap
TYPE 2 FASTENER PATTERN
-(1) 1 #9-15 x 1-1/2" HWH w/Sealing Washer
211 �j- 9.511 ------- f 2111