HomeMy WebLinkAboutPRODUCT APPROVAL 3-21-18Product Evaluation Report
GULF COAST SUPPLY & MANUFACTURING, LLC.
26 Ga. GuIfPBRTM Roof Panel over 15132" Plywood
/'t_ 64 9 Flo
ST. LUCIE COUNTY
BUILDING DIVISION
REVIEWED
FOR COM L�AY/
Chi
REVIEWED BY . SVa
DATE
PLANS AND PERMI
MUST BE KEPT ON JOB OR
NO INSPECTION WILL BE MADE
t
rida Product Approval #11651.17 R3
Florida Building Code 2017
Per Rule 61 G20-3
Method: 1 —D
REVISION
Category: Roofing
Subcategory: Metal Roofing
>mpliance Method: 61 G20-3.005(1)(d)
NON HVHZ
Product Manufacturer:
Gulf Coast Supply & Manufacturing, LLC. PN1EL S.• h.�,,�
14429 SW 2nd Place, Suite G30 �•'\,10ENSF y2'
Newberry, FL 32669 .
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
* , No. 75519
0•, STATE OF •'Q:
IAONA L 04 0"•
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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:
GulfPBRTm 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: 11A" Tall Rib at 12" O.C.
Panel Fastener:
#9-15x1.5" HWH with sealing washing, 1Y4-14 x 7/8" HWH with sealing washer at
24" O.C. Maximum at the panel side laps or approved equals
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
FL# 11651.17 R3 9 OCTOBER 5, 2017
Table "A"
Maximum Total Uplift Desigrl�Paessure 5= .2¢5 nsf " ` 1 154.75 ps
Fastener Pattern 12"-12"-12" 7"-5"-7"-5"-7"
Design Pressure includes a Safety Factor = 2.0.
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-07G-H, 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# 11651.17 R3 • OCTOBER 5, 2017
w �/� :` . W
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# 11651.17 R3 9 OCTOBER 5, 2017
ENGINEER LOAD TABLE: 26 Ga. GulfPBRTM Panel over 15/32" Plywood
, =-Pl § % `.:N ., �... .v. e #'. Sf3 Ys' ,a�i ! 3 M, f- F"aI �. ,. d f zF t' I,�* {'"�f/',' �';
Buildmgs haulrlg a Roof Meahn, 6ight-k, 0 a Roof Shope 42 /12 ,12 /12 Gabie or � IIp; Roof Uil nd Speeds 1k20 ��
. ?s`#e
ei
., $
�Bi(t` :l rrdasB''Idm Coele017. «��
C,�Islc CategoryRllEnclosed
„180mph.Exposure w. u sdln-g;as ::.
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
a,
SPiy wood
24"1t7 YP..E 1
24r' TYPE,1
24 TYP,E 1
24", TYRE 1TYPE,1
24", TYPE 1
24", TYPE.1,
a Woo
ZONE 2
#9-15x1.5"
Plywood
24", TYPE 1
24", TYPE 1
24", TYPE 1
24", TYPE 1
24", TYPE 1
12", TYPE 2
12", TYPE 2
"Z"#9-15x1.5'
., Plywood
24', IYPE 1
24" TYPE 112",
TYPE 2
Z', PE
1
1.) PANEL DESCRIPTION: GULFPBRTM, MIN. 26 GA., GRADE 80, 36"COVERAGE, 11/4" TALL.
2.) PANEL FASTENER: #9-15X1.5" W/SEALING WASHER OR APPROVED EQ., 1/4-14X7/8" LAP SCREW MAX. 24"O.C. IN PANEL SIDELAP.
3.) MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE: 59.25 PSF @ 24" O.C. FASTENER SPACING TYPE I FASTENER PATTERN, 154.75
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 2017.
ZONE 2 rnr nuvr a
ZONE 3-�
------------------
RIDGE
ZONE
EAVE
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 3 feet.
ZONE 2 GABLE ROOF
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I I
RIDGE
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-------------------------4- Aa
V I
ZONE 1 �
I � I
"-ZONE3 HEAVE
FL# 11651.17 R3 • OCTOBER 5, 2017
TYPE I FASTENER PATTERN
At Panel Lap
#1/4-14 x 7/8" Lap Screw @ 24" O.C. Max.
�12"-12"�12"
(1) #9-15 x 1-1/2" w/Sealer Washer
TYPE 2 FASTENER PATTERN
#1/4-14 x 7/8" Lap Screw @ 24" O.C. Max.
'T- 7, �T -T �T
(1) #9-15 x 1-1/2" w/Sealer Washer