HomeMy WebLinkAboutPRODUCT APPROVAL PRODUCT EVALUATION REPORTAgo% ZI IreAPWNRE`d�
Product Evaluation Report
GULF COAST SUPPLY & MANUFACTURING, LLC.
0.032" Aluminum GulfSeam —16" Wide Roof Panel over 15132" Plywood
Florida Product Approval #16646.3
Florida Building Code 2014
Per Rule 61 G20-3
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ARE THE RESPONSIBlU"i f OF THE REVIEWED FOR C 'CE
CONTRACTOR OF RECORD Fjvu,` =rLu BY
Category: Roofing DATE
Subcategory: Metal Roofing PLAN§ AN IIINUT MUST BE IMPT ON JOB
Compliance Method: 61 G20-3.005(ibA*0 LNSPECTI0 �1'1'a'ILL BE MADE.
NON HVHZ
THESE PLANS AND ALL PROPOSED WORK Product Manufacturer:
ARE SUBJECT TO ANY CORRECTIONS �ulf Coast Supply & Manufacturing, LLC.
REQUIRED BY FIELD INSPECTORS THA
MAY BE NECESSARY IN ORDER TO 14429 SW 2nd Place, Suite G30
COMPLY WITH ALL APPLICABLE CODES. Newberry, FL 32669
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FL# 16646.3 • DECEMBER 7, 2015
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 0��RAC TOR COPY
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Compliance Statement:
The product as described in this report has demonstrated compliance with the
Florida Building Code 2014, Sections 1504.3.2,
Product Description:
GulfSeamTN1 Roof Panel, 13/4" Snap Lock, Minimum nominal thickness 0.032"
Aluminum, Maximum 16" Wide, Roof Panel restrained with 304 stainless steel
fixed clips into minimum 15/32" Plywood decking. Non -Structural Application.
Panel Material/Standards:
Material: Minimum nominal thickness 0.032" Aluminum, 3105 H-24
Conforming to Florida Building Code 2014 Section 1507.4.3.
Paint Finish Optional.
Corrosion Resistance: Panel Material shall comply with Florida Building Code
2014, Section 1507.4.3.
Panel Dimension(s):
Thickness: Minimum nominal thickness 0.032"
Width: 16" Coverage Maximum
Rib Height: 13/4"
Panel Seam: Snap Lock
Roof Panel Clip:
Type: Fixed, 18Ga., 304 stainless steel 31/2" Long
Corrosion Resistance: Per Florida Building Code 2014'Section 1506.7
Clip Fastener:
(2) #10x1 " Pancake Type A
1/4" Minimum penetration through Plywood
Corrosion Resistance: Per Florida Building Code 2014, 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 2014.
FL# 16646.3 • DECEMBER 7, 2015
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Design Uplift Pressures:
Table "A"
Assembly'A'
Assembly'B'
Maximum Total Uplifit Design Pressure
1138.5 osf
Clip Spacing
18" O.C.
6" O.C.
# Fasteners per Clip
Z
Z
*Design Pressure includes a Safety Factor = 2.0.
Code Compliance: The product described herein has demonstrated compliance with the
Florida Building Code 2014, 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 2014, 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
Reference Data: 1. UL 580-06 Uplift Test
Architectural Testing, Inc. (FBC Organization # TST-1527)
Report No. D0818.01-450-18, Dated 08/21/2013-06/12/2015
2. Certificate of Independence
By Dan Kuhn, P.E. (FL# 75519) @ Kuhn Engineering, LLC
(FBC Organization # ANE ID: 10743)
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# 16646.3 • DECEMBER 7, 2015
Ado"Z'eOWN"101`��
Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2014, including
Section 1507.4.2 and in accordance with Manufacturers recommendations.
Installation:
Install per Manufacturer's recommended details.
Underlayment:
Shall comply with Florida Building Code 2014 section 1507.4.5.1 and 1507.4.5.2.
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 2014 Section 1609 or ASCE 7-10 using
allowable stress design. The maximum clip/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# 16646.3 • DECEMBER 7, 2015
'.'. " �1 r i•;,We \.- ,
ENGINEER LOAD TABLE: 0.032" Alum. GulfSeamTM 16" Wide Roof Panel over 15/32" Plywood
Bullrings having,aRoofMeanHeight< 20 0 fRoofSlope 2 /1.2' 1�2'''%12t
Gable or l IIpRoof
Wlnd Speeds 120-
z1U80mphxpasure,tRlskCategolyI1E�ncloedBu Idingbasedn Florid
a BLiildi g Code 21014.
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
" ZONE1(2)#1ox7
.yr
F°{j`xwy.'l�M1'F„y'�?'
PLYWOOD
18
18"
. �n
18
y9"+. },
18
18 -
ZONE 2
(2) #10x1"
PLYWOOD
18"
18"
18"
18"
18"
18"
18"
�ZONE�3
n.�.* 'i.
(2)8#10x1
="�18
'�'.. i'
18
1.) PANEL DESCRIPTION: GULFSEAMTM, MIN. 0.032" ALUM., 16" MAX WIDTH, 13/4" TALL RIB SNAP LOCK
2.) CLIP FASTENER: (2) #10X1 " PANCAKE TYPE A PER CLIP.
3.) PANEL CLIP: 18 GA. 304 STAINLESS STEEL 31/2" LONG FIXED CLIP
4.) MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE: ASSEMBLY 'A' = 86 PSF @ 18" O.C., ASSEMBLY 'B' = 138.5 PSF AT
6" O.C. PRESSURE BASED ON UL 580 TESTING BY ARCHITECTURAL TESTING, INC.
5.) PLYWOOD DECKING: MIN.15/32" THICK, APA RATED PLYWOOD, GRADE C-D. MUST BE DESIGNED PER FBC 2014
6.) LOAD TABLE BASED ON WIND PRESSURES CALCULATED PER ASCE 7-10 (KD = 0.85) MULTIPLIED BY 0.6 PER FBC 2014.
ZONE Z ZONE 3--,,
RIDGE
I
ZONE1
Note: Dimension (a) is defined as 10% of the minimum width of the building or
-tea 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 Z GABLE ROOF
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=:�a
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-RIDGE
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a
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'ZONE 3 `-EAVE
FL# 16646.3 • DECEMBER 7, 2015
'-4" .MAX
•18 Ga. 304 Stainless Steel Fixed
Clip (See Table'A' For Spading)
(2) ##10 x 1" Pancake. Type A Per