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Product valuation Report
GULF COAST SUPPLY & MANUFACTURING, LLC
26 Ga. SV Crimp
Florida Produ
Florida
Pe
Subcai
Compliance
Prod
(9 _0833Gulf Coast Sul
6�2c,�t�� R—Pff, 1442 Ne
ST. LUCIE COUNTY BUILDING DIVISION
REVIEWED FOR COMPLI Pd_LE
REVIEWED BY _ / E
DATES Z Di
AND PERMIT MUST BE KEPT ON JOB Florida
SITE OR NO INSPECTION(S) WILL BE MADE
FL# 11651.13 R3 - OCTOBER 5, 2017
Panel over 151.32" Plywood
t Approval #11651.13 R3
uilding Code 2017 RECEIVED
Rule 61 G20-3 MAR '2 S 1010
ethod: 1 -D
Permitting Department
St. Lucie County
agory: Roofing
gory: Metal Roofing
lethod: 61 G20-3.005(1)(d)
NON HVHZ
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
ct Manufacturer:
COMPLNECESSARY WITH PPLIICABLE CODES.
ply & Manufacturing,
LLC.
2nd Place, Suite G30S+�''
/berry, FL 32669
�� `P�1 , , • • .
lineer Evaluator:
Kuhn, P.E. #75519
aluation ANE ID: 10743
Validator:
Locke Bowden, P.E. #49704
9450 Alysbury Place
Montgomery, AL 36117
Contents:
Evaluation Report Pages 1 — 5
i
F
* • No. 75519
STATE OF
<ORIDP'.`���.`
0 0NA L EN�`ioio si�o�
CONCEALED FASTENERS OR A77ACHMENTS
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OR RECORD
CT I C ran DV
Compliance Statement:
Product Description:
Panel Material/Standards:
Panel Dimension(s):
Panel Fastener:
Substrate Description:
Design Uplift Pressures:
FL# 11651.13 R3 • OCTOBER 5, 2017
The product as dIlescribed in this report has demonstrated compliance with the
Florida Building i ode 2017, Sections 1504.3.2.
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.
Material: Minimlum 26 Ga. Steel, ASTM A792 or ASTM A653 G90 conforming to
Florida Building Code 2017 Section 1507.4.3.
Paint Finish Op iional
Yield Strength:180.0 ksi
Corrosion Resistance: Panel Material shall comply with Florida Building
Code 2017, Sei tion 1507.4.3.
Thickness: 0.018" Minimum
Width: 1 24" Coverage
Rib Height: I 3/8" Major Rib
#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
Minimum 75/32i 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.
Table "A"
N1a?tr� rri Tat f 1i C�2st n PCessi r
°2#A,
, .
Fastener Patiern
12"-12"
9.5"-2"-9.5"
�,
air'i
P xis n aT+F
4 44 ,�, I�
Design Pressure includes a Safety Factor = 2.0.
Code Compliance:
Gulf
'C' WoA. \ t
SUPPLY-& MANUFACTURING
-ibed herein has demonstrated compliance with the
ode 2017, Sections 1504.3.2.
Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load
requirements of he 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 580i94 / 1897-98 Uplift Test
Force E gineering & Testing, Inc. (FBC Organization # TST 5328)
Report No. 117-0053T-05 & 117-0331 T-08
2. Certificate of Independence
By Dan IKuhn, P.E. (FL# 75519) Q Kuhn Engineering, LLC
(FBC Organization # ANE ID: 10743)
Test Standard Equivalence:
1. The ULI580-94 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
manufacturingl under a quality assurance program audited by an approved quality
assurance entitiy-
Minimum Slope Range:
Minimum Slopie 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.
i
Underlayment:
Shall comply with Florida Building Code 2017 section 1507.1.1.
Roof Panel Fire Classification:
Fire classificatiI n is not part of this acceptance.
Shear Diaphragm:
Shear Diaphragm values are outside the scope of this report.
FL# 11651.13 R3 • OCTOBER 5, 2017
i
GUIK5�Nt
SUPPLY & MANUFACTURING
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 i� accordance with FBC 2017 Section 1609 or ASCE 7-10
using allowable stress design. The maximum fastener spacing listed herein shall
not be exceed4 This evaluation report is not applicable in High Velocity
Hurricane Zone. Kefer to current NOA or HVHZ evaluation report for use of this
product in High 1 elocity Hurricane Zone.
.o ■ 0 .D .0
ENGINEER LOAD TABLE: 26 Ga. 5VCrimp,� Roof Panel over 15/32" Plywood
y
M1I �tSa(
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&Y. S1Nx
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8 t £1q
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ry(•~,jj
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��733i
120 130 140
150
160 170
180
WIIND
FASTENER
SUBSTRATE
SPEED
(MIN.1/4"
penetration)
(MI N. 15/32")
ON CENTER
ON CENTER
ON CENTER
ON CENTER
ON CENTER
ON CENTER
ON CENTER
SPACING
SPACING
i
SPACING
SPACING
SPACING
SPACING
SPACING
,g#
4 i,�x�Il�
-rr•
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�..yRs,n'�§
k�*`ta
r.L�y}��'Y'tc�<.Y�i�ii�%U,�,�Y
Plywood
16" TYPE 1
16" T i PE 1
16" TYPE 1
16" TYPE 1
.....�'
1.a_ '".°td.....�
s.
16" TYPE 1
16" TYPE 1
i
16" TYPE 1
ZONE 2
#9-15x1.5"
'tae 7� z �i hi @.�
ClN� IM9i5x1i 1 T�t6) E 1�'� C Tyl')E� 16" YP 1 1i 2 76 TYPE
t �y... yu>oaw „, �E
_<._. gm'
.N .. ..s�!.,cdt`...'3.1�'.az
1.) PANEL DESCRIPTION: 5V CRIMP, MIN. 26 GA., GRADE 80, 24"COVERAGE.
2.) PANEL FASTENER: #9-15X1.5" HWH WITH SEALING WASHER W/ MIN. ''/4" PENETRATION.
3.) MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE:-94.2I5 PSFQ 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.
4.) PLYWOOD DECKING: MIN. 15/3z" 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. i
W D DAAC
ZONE 2 ZONE3-,
..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... .... .....
r RIDGE
ZONE 1
R
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' i either 4% of the minimum width of the building or 3 feet.
TYPE FASTENER PATTERN
ZONE 2 GABLE ROOF
—.
i
j--RIDGE
-'-------1---------------�a
\ ZONE 1
N, ZONE 3 -SAVE
FL# 11651.13 R3 • OCTOBER 5, 2017
(1) #9-15 x 1-1 /2" HWH w/Sealing Washer
�12" 12"
At Panel Lap —
TYPE 2 FASTENER PATTERN
(1) #9-15 x 1-1/2" HWH w/Sealing Washer
�2119.5"--Z'9.5"2111
T
i
Underlayment is to be 30# ASTM D226 felt, tin
tagged to code.
o
MAR 2 S IN
Permitting Department
St. Lucie County
I
P5 54bo 1q.
MEASUREMENTS
SQUARES
LINE MEASUREMENTS
Actual Squares:
40.26 Sqs. Eaves:
Total Squares
Rakes:
(Inc. Waste at 11 %):
44.64 Sqs. Ridges:
Hips:
Valleys:
Step:
Wall:
j Pitch Change:
PITCH MEASUREMENTS
CATEGORY MEASUREMENTS
Pitch 5/12:
40.26 Sqs.
Ice & Water Shield:
Ridge Vent:
Rake Edge:
Eave Edge:
Step Flashing:
Apron Flashing:
Gutters:
Gutter Toppers:
Down Spouts:
RECEIVED
MAR 2 8.2010
Perm ltting Department
St. Lucle Count,
137 Ft.
194 Ft.
117 Ft.
0 Ft.
82 Ft.
0 Ft.
26 Ft.
0 Ft.
0 Ft.
0 Ft.
0 Ft.
0 Ft.
0 Ft.
0 Ft.
0 Ft.
0 Ft.
0 Ft.