HomeMy WebLinkAboutPROJECT INFORMATIONi
FLORIDA
o ®� ee®� 0eoe® a GUIX06St
SUPPLY & MANUFACTURING
PRODUCTTM
GULFED L2)
FLORIDA APPROVAL O 11651.22 R
ST. LUCIE COUNTY
Product Evaluation Report 13UILDING DIVISI
REVIEWE
GULF COAST SUPPLY & MANUFACTURING, LL .REVIEW �O YCOI1p N
DATE
26 Ga. GulfRibTm Roof Panel over 75/32" PI o®C1I MUST BE KEPTOpIEyRN I OR
NO INSPECTION WILL BE MADE
Florida Product Approval #11651.22 R3
Florida Building Code 2017
Per Rule 61G20-3 THESE PLANS AND ALL PROPOSED WORK
SCANNED Method: 1 -D ARE SUBJECT TO ANY CORRECTIONS
'BY REQUIRED BY FLEW Ilap'IQC'i C ^S TI;,;T
St. �.ude C0u,�ty Category: Roofing MAYBE NECESU" IN ORDER TO
Subcategory: Metal Roofing COMPLY WITH 'A', PjQ'PLIc'A''LE COD-S,
Compliance Method: 61 G20-3.005(1)(d)
NON HVHZ CONCUR FASTENERS 09ATTACHMEHn
ARE THE RESPONSIBILITI' OF THE
Product Manufacturer: Gulf Coast Supply & Manufacturing, LLC. CONTRACTOROFRECORD
14429 SW 2nd Place, Suite G30 `'' S.
Newberry, FL 32669 ; `�OPN� r is-A-i
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
1651.22 R3 • OCTOBER 5, 2017
�.� sF -.ti
No, 75519
STATE OF .' Q
O R 10 P' • •a��:�
oNA EN'20/05/2017
r
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)VA L G61 �Cozk
SUPPLY & MANUFACTURING
Compliance Statement:
The product as described in this report has demonstrated compliance with the
Florida Building Code 2017, Sections 1504.3.2.
Product Description:
GulfRibTM 3/a" Rib 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: 3/a" Major Rib at 9" O.C.
Panel Fastener:
Substrate Description:
Design Uplift Pressures:
11651.22 R3 •OCTOBER 5, 2017
#9-15x1.5" HWH with sealing washing or approved equal
1/4" minimum penetration through plywood.
Corrosion Resistance: Per Florida Building Code 2017, Section 1506.6, 1507.4.4
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.
Table "A"
Max�rnum Total U lift DesiPre sure
59.25 sf
159 25 sfi'
Fastener Pattern
9"-9"-9"-9"
6.5"-2.5"-6.5"-
2.5"6.5 "-2.5"-6.5"
,Fastener Pattern Sp ciri
��
Design Pressure includes a Safety Factor = 2.0.
FLORIDA
RRODUCT.APPROVAL
Gulfc6&t
SUPPLY & MANUFACTURING
TIM
GUILF2D
L-RD�
GULFRIBTM PANEL OVER ••D
FLORIDA PRODUCT APPROVAL NO. 11651.22 R
7't-1 '
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 07A, B, Dated 02/19/2007
2. Certificate of Independence
By Dan Kuhn, P.E. (FL# 7551.9) @ 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.
11651.22 R3 • OCTOBER 5, 2017
.PRODUCT APPROVAL G61i'coakt
'I SUPPLY & MANUFACTURING
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#1i111651.22 R3 •OCTOBER 5, 2017
G u"' I f Co"m ' la'sit
SUPPLY & MANUFACTURING
ENG
WEER LOAD TABLE: 26 Ga. GulfRibTM Panel over 15/32" Plywood
Build4ags,haV►ng?a
Roof Meari�He)ght`sf20 Of ;``=Roof Slope 2'712i, x12�i1�2 Gable or ip"1. oof,��W..ind�5pe'edsLA20 + n,y„�
Encl sed Buildl on FI'on'da Buiding Co 2'017 '`c'°'
� MOWN
�ph; Exposure ����.. �`
1:Sb
C, R)sk,Categorys`ll g based .ram ,. a y'; .t.
120
130
140
150
160
170
180
WII
D
FASTENER
SUBSTRATE
SP
D
(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
ZO
i • » . •
El
9 15x1 5';,
Plywood
r24' lYi?E1
24/ TYPE1
TYPE 9
��24' TYPEti124
;wTiYPEn7�24
k24
1TYPE1
p,y2�4,r�TYPE�1
ZO
IE 2
#9-15x1.5"
Plywood
24", TYPE 1
24", TYPE 1
224", TYPE 1
24", TYPE 1
24", TYPE 1
24", TYPE 1
24", TYPE 2
ZO
E 3Om
#9 15x15
Plyvvoodt
24 TYPE1
*'#^aY4 f ±an^�A%W,
TYPE 1
3 - 'F} ,ail`. 5+.>'�i
TYPE 212',
Y.+� - wa✓k
TYPEr212
giG # .Y .N.? '� '�Ar,
Y3le,�tlr`
�12TpYPE 2�.
,',!
,24T§YPEP1�,
f
�24`
,�T,YPE2
1.) Pi!
EL DESCRIPTION: GULFRIBTM, MIN. 26 GA., GRADE 80, 36"COVERAGE, 3/4" TALL.
2.) P
EL FASTENER: #9-15X1.5" HWH WITH SEALING WASHER OR APPROVED EQUAL
3.) MAXIMUM
ALLOWABLE PANEL UPLIFT PRESSURE: 69.25 PSF ® 24" O.C. FASTENER SPACING TYPE I FASTENER PATTERN, 159.25
PSF Q
12" O.C. FASTENER SPACING TYPE 2 FASTENER PATTERN BASED ON TAS 125, UL 580/UL 1897 TESTING.
4.) P&WOOD
DECKING: MIN. 75A2" 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.) L
AD TABLE BASED ON WIND PRESSURES CALCULATED PER ASCE 7-10 (KD = 0.85) MULTIPLIED BY 0.6 PER FLORIDA BUILDING
COD
2017.
Z� ONE 2 HIP ROOF a Note: Dimension (a) is defined as 10% of the minimum width of the building or
ZONE 40% of the mean height of the roof, whichever is smaller, however, (a) cannot be
J--—————--—— — — — — —a less than either 4% of the minimum width of the building or 3 feet.
TYPE FASTENER PATTERN
\\\ \\ RIDGE�9" 9" 9" { -1.
\� \__------/ `/ I I At Panel Lap
ZONE t \\ \ \ I L Cont Tape Seal for use on Slopes less than 3:12
(1) #9-15 x 1-1IT w/Sealer Washer @ 24' O.C. Max.
'TYPE 2 FASTENER PATTERN
ZONE 2 GABLE ROOF Tad r-6.5°—# 2.5" {—�1111
2.5" {-6.5"te�25 "-6.5"-
- '— — — — — — — — — a
RIDGE LCant. Tape Seal far use on Slopes less than
(1)9-15 x w/Sealer Washer @
----- -- ------------+a
--------------------- a
I
ZONE 1
\ I
- -ZONE 3 `EAVE
FL4111651.22 R3 • OCTOBER 5, 2017