HomeMy WebLinkAboutPRODUCT APPROVAL METAL ROOFTM
Compliance Statement:
Product Description:
Panel Material/Standards:
Panel Dimension(s):
Panel Fastener:
Substrate Description:
Design Uplift Pressures:
FL# 11651.13 R3 * OCTOBE
G ull 'C Woa, f
SUPPLYZ MANUFACTURING
The produ& as described in this report has demonstrated compliance with the
Florida Building Code 2017, Sections 1504.3.2.
5V Crimp/Roof Panel, 26 Ga. Steel, 24" Coverage, through fastened
roof pane/1 with fasteners in the panel flat over minimum'5/32 plywood decking.
Non Stru/ctural application.
Material: Minimum 26 Ga. Steel, ASTM A792 or ASTM A653 G90 conforming to
Floridd Building Code 2017 Section 1507.4.3.
Paint Finish Optional
Yiel�/Strength: 80.0 ksi
Cor osion Resistance: Panel Material shall comply with Florida Building
Co e 2017, Section 1507.4.3.
Th�ckness: 0.018" Minimum
Width- 24" Coverage
1 7 b He ight: 3/8" Major Rib
9-15xl.'5" with sealing washing in the flat of the panel or approved equal,
/1/4" minimum penetration through plywood.
Corrosion Resistance: Per Florida Building Code 2017, Sectio.n 1506.6, 1507.4.4
Minimum'5/32" 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"
Lif 4 igD, Lvre�! utb!
Fastener Pattern
12"-12"
9.5"-2"-9.5"
5 NO
wm""' 'A-z"L
MWNIN Mv
I NO IN
@ CM
11AL
Design Pressure includes a Safety Factor = 2.0.
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SUPPLY & MANUFACTURIN
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Code Compliance:
The prod uct/lescri bed 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
I
requirements of the Florida Building Code 2017, as relates to Rule 61 G20-3.
Performance Standards:
The prodd(ct 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
I Force Engineering & Testing, Inc. (FBC Organization # TST-5328)
Report No. 11 7-0053T-05 & 117-0331 T-08
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
aLrdance with the Florida Building Code and Rule 61 G20-3.005(3) for
anufacturing under a quality assurance program audited by an approved quality
assurance entity.
Minimum Slope Range: /M inimum Slope shall comply with Florida Building Code 2017, including
Sc c
e _tion 1107.4.2 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.
Roof Panel Fire Classification: Fire classification is not part of this acceptance.
Shear Diaphragm: Shear Diaphragm values are outside the scope of this report.
FL# 11651.13 R3 * OCTOBER
G 6 i1C Waa
SUPPLY & MANUFACTURING
TM
Design Procedure: For roofs wiihin the parameters listed on the load table, fastening pattern must
at a minimu/m 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 p/roject in accordance with FBC 2017 Section 1609 or ASCE 7-10
using allowable stress design. The maximum fastener spacing listed herein shall
not be e7ceeded. This evaluation report is not applicable in High Velocity
Hurr / e Zone. Refer to current NOA or HVHZ evaluation report for use of this
producl in High Velocity Hurricane Zone.
FL# 11651.13 R3 e OCTOBER
2017
f I I
ENGINEER LOAD TABLE: 26 Ga. 5VCrimp Roof Panel gver 15/32" Plywood
86! avio n -H q,,�
-dSp `12
-,:V k66k-Win'
V '2 &h�
loop
"O-It", .. . .. ......... .
Cit6gqry
or 201T`
MP
L�ase on,. q_e
120
1 §0
140
150
160
170
180
WIIND
FASTENER
SUBSTRATE
il
SPEED
(MIN. 1/4"
Penetration)
(MIN. 15/32")
ON CENTER
ON CENTER
ON CENTER
ON CENTER
ON CENTER
ON CENTER
ON CENTER
SPACING
SPA, CING
SPACING
SPACING
SPACING
SPACING
SPACING
ZONEIr
'1 '50
Plywoco,
11!��
IT�E 1
16- TYPE 4,
VA TYPEJ,
'11V TYPE11 zi
��T�V Ej,
P
_TY E 1
ZONE 2
#9-1 Sxl.S"
Plywood
16" TYPE 1
16'1 TYPE I
16"TYPE1
16" TYPE 1
16" TYPE 1
16"TYPE1
16" TYPE 1
�;"�'IiiTYPE i
"'11 ggoa'
1711671YPE,1�
�',;16."TTYTE1�,,
1p,167,-TYPE,2
P lyw
El,
-1 6' IYPE�47
�"j 7,TYPE
' " /' , -"T
- -
a
1.) PANEL DESCRIPTION: 5V CRIMP, MIN. 26 GA., GRADE 80 24"COVERAGE.
2.) PANEL FASTENER: #9-15X1.5" HWH WITH SEALING WXSHER W/ MIN. 1/4- PENETRATION.
3.) MAXIMUM ALLOWABLE PANEL UPLIFI` PRESSURE: -94.25 PSF@ 16" O.C. FASTENER SPACING TYPE 1 FASTENER PATTERN, -131.0
PSF @16" O.C. FASTENER SPACING TYPE 2 FASTENER PATT ! �RN BASED ON TAS 125, UL 580/UL 1897 TESTING.
4.) PLYWOOD DECKING: MIN. 11/32" 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.
,,,fONE 2 .... .. ZONE 3-,,r
RIDGE
----------
ZONE I
/ --------------
I
Note: Dimension (a) is defined as 10% of the minimum width of the building or
L
-L�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.
TYPE 1 FASTENER PATTERN
ZONE 2 GABLEROOF
K-j ----- ------------
L
---,I-RIDGE
-------------
a
4 - - - - - - - - - - - - - - - -
ZONE 1
- - - - - - 4-
-'�--ZONE 3 \-EAVE
FL# 11651.13 R3 * OCTOBER 5. 2017
(1) #9-15 x 1-1 /2" HWH w/Sealing Washer
1211 -1211
At Panel Lap:::/ -
TYPE 2 FASTENER PATIFERN
(1) #9-15 x 1-1/2" HWH w/Sealing Washer