HomeMy WebLinkAboutPRODUCT APPROVAL - ROOF DECK. . , :... GUIf
• i SUPPLY & MANUFACTURING-
TM
GULFPBR
24 GUAGE GULFPBRTmPANEL OVER OPEN FRAMING
FLORIDA PRODUCT APPROVAL NO. 11650.2 R3
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i
Product Evaluation Report" SCANNED
GULF COAST SUPPLY & MANUFACTURING, LLC. '
St Lucie County
24 Ga. GuifPBRTm Roof Panel over Open Framing
arning
Florida Product Approval #11650.2 R3
RECEIVED Florida Building Code 2017
. Per Rule 61 G20-3
NOV 2 6 2018 Method: 1 —D
g'r, Lucie county, Permitting
Category: Structural Components
'Subcategory: Roof Deck
Compliance Method: 61 G20-3.005(1)(di)
HVHZ , .,
Product Manufacturer:
Gulf Coast Supply & Manufacturing, LLC.
14429 SW 2nd Place, Suite'G30 I
Newberry FL32669 I
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���• STATE OF Q:
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S; 1NA L ISV"1111101'C,N ••
10/05/i7
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 — 4
FL# 11650.2 R3 • OCTOBER 5. 2017
He COPY
Compliance Statement:
The product as described in this report has demonstrated compliance with the
Florida- Building Code 2017, Sections 1504.3.2,1504.7, 1518.9.
Product Description:
GulfPBRTM, Minimum 24 Ga. Steel, 36" Coverage, through fastened
structural roof panel. Structural Application.
Panel Material/Standards:
Material: Minimum 24 Ga. Steel, ASTVA792 or ASTM A653 G90 conforming to
Florida Building Code 2017 Section 1507.4.3.
Paint Finish Optional
Yield Strength: Minimum 50.0 ksi l j
Corrosion Resistance: Panel Material shall comply with Florida Building i
Code 2017, Section 1507.4.3. i-
Panel Dimension(s):
Thickness: 0.0235" min.
Width: 36".Coverage
Rib Height: 11/4" Major Rib at 12" O.C.
Panel Fastener:
012-14 x 1 �/4" HWH SD with sealing washing or approved equal at 12"-12"-12"
fastener pattern. Panel side laps fastened together w/Y4 -14 x %" HWH ISD w/
sealer washer at Maximum 18" O.C.
Corrosion Resistance: Per Florida Building Code 2017, Section 1506.6, 1507.4.4
Substrate Description:
I Minimum 16 Ga. Steel Framing. Must be designed in accordance w/ Florida
Building Code 2017.
Design Uplift Pressures:
Maximum Allowable Uplift Pressures Based on ASTM E 1592 Testing
12 "-12"-12" Fastener Pattern
-60.0 psf ® 5'-0" O.C.
12"-12": 12'; Fastener Pattern
-150.0 psf ® 2'-0" O.C.
Design Pressure includes a Safety Factor = 2.0.
Gulf Kt
SUPPLY & MANUFACTURING
Code Compliance:
Evaluation Report Scope:
Performance Standards:
Reference Data:
FL# 11650.2 R3 • OCTOBER 5. 2017
The product described herein has demonstrated compliance with the
Florida Building Code 2017, Sections 1504.3.2,1504.7, 1518.9.
The product evaluation is limited to compliance with the structural wind load
requirements of the Florida Building Cade 2017, as relates to Rule 61 G20-3.
The product described herein has demonstrated compliance with:
• TAS 125-03 - •
• ASTM E 1592-12 Test method for structural performance of
sheet metal rroof and siding systems by uniform static air pressure
difference.
• TAS 201-94 Impact Testing
• FM 4471 Appendix G for roof slopes less than 2:12
• TAS 110-00 - Accel. Weathering ASTM G 155 / Salt Spray ASTM
B 117.
• FM 4471-1992, Section 4.4 Foot Traffic Resistance Test
1. TAS 125-03: ASTM E 1592-01
Force Engineering & Testing, Inc. (FBC Organization # TST-5328)
Report No. 84-0320T-06A-D, Dated 04/092007
2. TAS'201-94
Farabaugh Engineering & Testing, Inc. (FBC Organization # TST-1654)
Report No.T202-07 FM
3. FM 4471 Appendix G
Farabaugh Engineering & Testing, Inc. (FBC Organization # TST 1654)
Report No.T203-07
4., TAS 110-00: Valspar Fluropon coated metal panel testing
A) ASTM G 26 by PRl Asphalt Technologies dated 01/192004
B) ASTM B 117 by PRI Asphalt Technologies dated 01/192004
5. FM 4471-10, Section 4.4 Foot Traffic Resistance Test
Force Engineering & Testing, Inc. (FBC Organization # TST-5328)
Report No. 1 17-0378T-1 1 A, Dated 02/152012
6. Certificate of Independence
By Dan Kuhn, P.E. (FL# 75519) ® Kuhn Engineering, LLC
(FBC Organization # ANE ID: 10743)
Test Standard Equivalence:
Quality Assurance Entity:
Minimum Slope Range:
Installation:
Underlayment:
Fire Barrier:
Shear Diaphragm:
Design Procedure.
FLN 11650.2 R3 •OCTOBER 5. 2017
1. ASTM E 1592-01 is equivalent to /
2. ASTM G 26 is equivalent to ASTM
.3. The FM 4471-95,test standard is e
standard.
The manufacturer has established compliar
,accordance with the Florida Building Code
manufacturing under a quality assurance p
assurance entity.
1/2:12. Minimum Slope shall comply with I
Section 1515.2 and in accordance with Ma
slopes less than 3:12, lap sealant must be c
Install per Manufacturer's recommended di
Per Manufacturers installation guidelines p
1518.2, 1518.3, 1518.4.
Any approved fire barrier having a current I
listing for fire ratings of this roofing system
fire barrier within the assembly. Fire classifil
Shear Diaphragm values are outside the scc
The design professional shall select the ak
in his drawings for proper fastener attachn
panel fasteners for pullout. The maximum
be exceeded. Support framing must be in c
wind loads shall be determined for each pr
ASCE7-10 using allowable stress design me
Gulf c'
S U,PI'M & WANUP
"M E 1592-12.
1S5. "
iva lent to the FM 4471-1992 test
RING
of roof panel products in
I Rule 61G20-3.005(3) for
ram audited by an approved quality
,ida Building Code 2017, including
facturers recommendations. For
d in the panel side laps. I
ils and RAS 133.
Florida Building Code 2017 sectior
k. Refer to a current fire c
=mbly as well as the local
in is not part of this accel
of this report.
date erection details to re
to his structure and anal,
mer spacing listed herein
3liance with FBC 2017. D
t in accordance with FCB
of the
ice.
!nce
the
ill not
In
17 or
1