Press Alt + R to read the document text or Alt + P to download or print.
This document contains no pages.
HomeMy WebLinkAboutPRODUCT EVALUATION REPORTKAWNIEW', -,
BY .
G ®IfCoa' t°
SUPPLY & MANUFACTURING
Product Evaluation Report
GULF COAST SUPPLY & MANUFACTURING, LLC.
26 Ga. GulfLokTM 16" Wide Roof Panel over 15132" Plywood
FL# 11651.15 R3 9 OCTOBER 5, 2017
Florida Product Approval #11651.15 R3
Florida Building Code 2017
Per Rule 61 G20-3
Method: 1 —D
ST. LUCIE COUNTY
BUILDING DIVISIO
1,2
FOR o®iAP
REVIEWED BY
C)ATr.-
PLANS AN;) ICE" BAIT
P,USI'FEEKEPT 014JOIN0FR
Category: Roofing INSprion ,�-! V111J, cd4 R0.1-
Subcategory: Metal Roofing
Compliance Method: 61 G20-3.005(1)(d) THFSE PLANS AND ALL "'W)DOSFp WORK,
HVHZ ARE S11WE0T 0 ,
REClWRE-i) Iny F.L+ lil;: fI k.'- i}iAT
Product Manufacturer: i�1pLY I0dlifi �4L1, A!�i'I.lr:.1�u� �IaI�E�,
Gulf Coast Supply &Manufacturing, LL
14429 SW 2nd Place, Suite G30
Newberry, FL 32669 �,xEL S. �' ,
%k
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 _
10 STATE OF ; �Q
;�FsS/O0 R 10 NG`��:
NAL S �%
'" # i f 10" 10/05/2017
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIEII:I`i OF THE
CONTRACTOR OF RECORD
IM �/, !W&\Zdo
Compliance Statement: The product as described in this report has demonstrated compliance with the
Florida Building Code 2017, Sections 1504.3.2, 1518.9, 1523.6.5.2.4.
Product Description: GulfLokTM' 7/s" Nailstrip Roof Panel, 26 Ga. Steel, Maximum 16" Coverage, Roof
panel restrained with fasteners into minimum 15/3z" 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: 80.0 ksi
Corrosion Resistance: Panel Material shall comply with Florida Building
Code 2017, Section 1507.4.3.
Panel Dimension(s):
Thickness: 0.018" Minimum
Width: 16" Coverage Maximum
Female Rib: 7/81, Tall
Male Rib: 3/a" Tall Rib with Slotted Strip
Panel Seam: Snap Lock
Panel Clip:
24 Ga. Zinc Aluminum Coated Steel, 24" Long. Used at Corner Zones only,
where required design pressures exceed-121.75 psf.
Panel Fastener:
#10-12x1 " Pancake Type A
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# 11651.15 R3 • OCTOBER 5, 2017
Table "A" Maximum Design Pressures
oC
f Areas
Asse A
Assembly B
Assembly
Maximum Design Pressures
-63.5 psf
-121.75 psf
-161 psf
Ftener Spacing
Sealant
No
Yes
No
, a eI Clip
No
No
files
*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, 1518.9, 1523.6.5.2.4.
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. TAS 125-03: UL 580-94 / 1897-98 Uplift Test
Force Engineering & Testing, Inc. (FBC Organization # TST-5328)
Report No. 117-0301T-10A-C, Dated 10/11/2010
2. TAS 125
Architectural Testing, Inc. (FBC Organization # TST-1527)
Report No. B9000.01-450-18, Dated 12/12/2012
3. TAS 100-95
Farabaugh Engineering & Testing, Inc. (FBC Organization # TST-1654)
Report No. T356-10, Dated 10/29/2010
4. TAS 110-00: Valspar Fluropon coated metal panel testing
A) ASTM G 26 by PRI Asphalt Technologies dated 01/19/2004
B) ASTM B 117 by PRI Asphalt Technologies dated 01/19/2004
5. 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.
3. ASTM G 26 is equivalent to ASTM G 155.
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.
FL# 11651.15 R3 • OCTOBER 5, 2017
0 04��Wnxao
Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2017, including
Section 1.515.2 and in accordance with Manufacturers recommendations.
Installation:
Install per Manufacturer's recommended details and RAS 133.
Underlayment:
Shall comply with Florida Building Code 2017 section 1518.2, 1518.3, 1518.4.
Self Adhered roofing underlayment must be used in the valley up 18" on each
side of valley.
Fire Barrier:
Any approved fire barrier having a current NOA. Refer to a current fire directory
listing for fire ratings of this roofing system assembly as well as the location of the
fire barrier within the assembly. 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.
FL# 11651.15 R3 • OCTOBER 5, 2017
ENGINEER LOAD TABLE: 26 Ga. GulfLokTM 16" Wide Roof Panel over 15/32" Plywood
il�Inpgh hE lryht s 2©' i©r� Roof Slope': 2'"/12"
12 '/1.2"
Gable or
Hip Roof; Wind
Speeds 120-
ps�eRC;ooSRf isfVk/ego2B80rnII�En�;losed Bu�„ilding, based
on FIorllda Building
Code
2017
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
ZON�E� 1
(e1+) #10-12x+1"
PLYWOOD
ASSEMBLY A,
ASSEMBLY A
ASSEMBLY A
ASSEMBLY A
ASSEMBLY A
ASSEMBLY A
ASSEMBLY A
ZONE 2
(1) #10-12x1"
PLYWOOD
ASSEMBLY A
ASSEMBLY A
ASSEMBLY A
ASSEMBLY A
ASSEMBLY A
ASSEMBLY B
ASSEMBLY B
k } 0NEE —3
CDX
I
ASSEMBLY A
. ,.
ASSEMBLY A
ASSEMBLY B
ASSEMBLY 131
ASSEMBLY B
ASSEMBLY B
ASSEMBLY B
�p
PLYWOOD
Ss. '
.
1.) PANEL DESCRIPTION: GULFLOKTM, MIN. 26 GA, 7/8" RIB, 16" MAXIMUM COVERAGE, SNAP SEAM.
2.) PANEL FASTENER: THROUGH PANEL SLOT: (1) #10-12X1" PANCAKE TYPE A, A" MIN. PENETRATION THROUGH PLYWOOD.
3.) MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE: -63.5 PSF AT 51/s" O.C. ASSEMBLY A,-121.75 PSF AT 51/8" O.C. WITH SEALANT
ASSEMBLY B, -161 PSF AT 51/s" O.C. WITH CLIP ASSEMBLY C. PRESSURE BASED ON UL 580/UL 1897 TESTING BY FORCE ENGINEERING &
TESTING.
4.) PLYWOOD DECKING: MIN.15/32" THICK, APA RATED PLYWOOD, GRADE C-D. MUST BE DESIGNED IN ACCORDANCE W/ FBC 2017
5.) 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 HIP ROOF '
ZONE 3 1
—-------------------
\� RIDGE
"-ZONE3 —LAVE
FL# 11651.15 R3 • OCTOBER 5, 2017
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.
AQQGR/IQI v A
16" COVERAGE
(1) #10-12 X 1' TYPE A PANCAKE
SPACING: SEE UPLIFT TABLE
ASSEMBLY B
�1/4'-5/16' DIAMETER BEAD OF TITEBOND SEALANT—\,
(1) #10-12 X 1' TYPE A PANCAKE
SPACING: SEE UPLIFT TABLE
ASSEMBLY C W/CLIP
GuliLok'" CUP 24 GA.
5�L
(1) #10-12 X 1" TYPE A PANCAKE
SPACING: SEE UPLIFT TABLE