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METALALLIANCE
A Value Added Supplier of Metals
26ga 5V Crimp Panels
26ga (min) 5V Crimp exposed fastener panel over 15/32"
(min) plywood
Metal Alliance, Inc
2120 SW Poma Dr I Palm City FL 34990
Produced by Metal Alliance's Network of Approved Regional Manufacturers
Product Description
Exposed fastener 5V-style panel with a 24" coverage and a nominal rib
height of 0.375"
Product Material
26ga (min) steel
26ga is nominally 0.0185" with yield strength of at least 50ksi, and shall be corrosion
resistant per FBC 1507.4.3 where required.
Fastener
#10 1.5-inch fastener with sealing washer
Nominally 12"-12" fastener pattern
Fasteners compliant with FBC 1506.6 where required.
Substrate/Deck
15/32" (min) plywood or
3/4" (min) thick wood plank (min S.G. of 0.42)
Evaluated by:
David Eng, PE �lilll!
Timberlake Cove, LLC \`��`�,p
1317 Edgewater Dr Ste 2339 ��
Orlando FL 32804
OPV%GE�usF •.G '
FL PE 81377 1 FL CA 33344 Z
www.TimberLakeCove.com No.8i377 _
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66ila4-igned by David E Eng
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as 7 4��r.ty 5 O A L LV <�- Dale: 2021.35.2412',57.31 -04'00'
This item has been digitally signed and sealed
5V CRIMP 26GA by D-E. Eng, PE, on the date indicated. Printed
copies of this document are not considered
signed and sealed and the signature must be
L verified on any electronic copies.
Underlayment: Comply with local building code or FBC 1507.1.1/1518.2 where required
Slope: Comply with local building code or FBC 1507.4.2/FBC 1515.2 where required.
Re -Roofing: This panel maybe installed over a single layer of existing shingles as permitted
by local building code or FBC 1511/1521, provided the existing roof meets the conditions required
by the applicable code.
Fire Barrier: Comply with FBC 1516.1 and 1516.2 where required.
Maximum Allowable Loads & Installation Requirements:
Method A: #10 x 1.5" fasteners in 12"-12" pattern at 12" o.c.: 104.75 PSF
Method B: #10 x 1.5" fasteners in 12"-12" pat_tern at 6" o.c.: 168.5 PSF
A factor of safety of 2 has been applied.
Technical Documentation:
This product has been tested to the TAS 125 / UL 580 standard by Intertek Testing (TST-1527),
report L2070.04-450-44 RO and to TAS 100 under report L2070.03-450-44 RO.
Compliance Statement:
This product as described has demonstrated compliance with Florida Building Code 2020, 1504.3.2
(non-HVHZ) and 1518.9.1/1523.6.5.2.4 (HVHZ), as required by FL Rule 61G20-3, method 1D.
This product as described has been tested and demonstrated compliance with:
• UL580 - Test for Uplift Resistance of Roof Assemblies
• UL 1897 - Uplift test for roof covering systems
• TAS 125 - Standard Requirements for Metal Roofing Systems
• TAS 100 - Wind and Wind -Driven Rain
Certification of Independence:
David Eng, PE and Timberlake Cove, LLC do not have, nor will acquire a financial interest in any
company manufacturing or distributing products under this evaluation. The same entities do
not have, nor will acquire, a financial interest in any other entity involved in the approval
process of the product.
Exclusions and Limitations:
Design of deck and roof structure (to include attachment of plywood or wood plank) shall be
completed by others. Fire classification and shear diaphragm design are outside the scope of
this evaluation. Accelerated weathering/salt spray is outside the scope of this evaluation.
This report is limited to compliance with structural wind load requirements of FBC 1504.3.2, as
required by Rule 61G20-3. Neither Timberlake Cove nor the manufacturer shall be responsible
for any conclusions, interpretations, or designs made by others based on this evaluation
report. This report is limited solely to documenting compliance with Rule 61G20-3, and makes no
express or implied warranty regarding performance of this product.
Design Process:
The load tables in this report provides one prescriptive option for the fastening requirement
for the applicable wind loads for roofs within the parameters described. For roofs outside of
the listed parameters, design wind loads shall be determined as required by FBC 1609, ASCE 7, or
other design code in force, using allowable stress. These load tables are based on ASCE 7-16. Use
of these tables assumes that the structure is:
• Enclosed and conforms to wind-borne debris provisions and is a regular shaped building
• Is not subject to across -wind loading, vortex shedding, or instability; nor does it have a
site location for which channeling or buffeting warrant consideration
Engineering analysis may be completed by other licensed engineers for project specific
approval by local authorities having jurisdiction.
AN&
METAULLIANCE
A Value Added Supplier of Metals
Instructions:
Select the appropriate load table that applies to
the structure in question.
Determine the design wind speed for the project
location.
Use the attachment method indicated for that
windspeed within each roof zone,
NOTE: ASCE 7-16 and FBC 2020 adopt a 7-zone
concept. For the load tables below, the worst case
was taken for each zone and reported using the
standard zones 1-2-3:
Zone 1 includes zones 1 and 1'
Zone 2 includes zones 2e, 2r, and 2n
Zone 3 includes zones 3e and 3r
Combining these zones creates a clear, simple
scheme, at the expense of some design efficiency.
Contact Metal Alliance Inc for further information,
or consult a licensed design professional.
J
a
I
a
e: 0% OF LEAST HOIZONTAL OiMENSIOR OR UAh, W IGHEVER IS SMALLER, RNTNOT
LESS TWJ EITHER 4% OF LEAST HORIZONTAL DIMENSION OR aFT (0.SM).
OR AS DETERAIINEDBY DESIGN OR OTHER APPLICABLE CODE.
ROOF ZONES FOR GENERIC BUILDING
METHOD A: 12" O.C. METHOD B: 6" O.C.
I-12" (NOM
Use this load table for structures which meet the following criteria:
Are located in Exposure B area
Have either a flat roof, or gable/hip roof with max slope of 45'
Have a mean Roof Height of 30 feet or less
12" (NOM)
Use this load table for structures which meet the following criteria:
Are located in B, C, or D exposure area
Have either a flat roof, or gable/hip roof with rnax slope of 45°
Have a mean Roof Height of 30 feet or less
FL: 26 a 5V on 15132"
Plywood
FL: 26 a 5V on 15132"
Plywood
Wind
105 110
120 130
140 150
160 170
180
190 200
Wind
105 110
120 130 140 150
160
170 180 190 200
Zone 1:
A A
A A
A A
A A
A
A A
Zone 1:
A A
A A A A
A
A B B B
Zone 2:
A A
A A
A A
A A
A
B B
Zone 2:
A A
A A A B
B
B B
Zone 3:
A A
A A
A A
A A
B
B B
Zone 3:
A A
A A B B
B
B
Use this load table for structures which meet the following criteria:
Use this load table for structures which meet the following criteria:
Are located in Exposure B area
Are located in B, C, or D exposure area
Have either a flat roof less than T, hip roof with
Have either a flat roof less than 7°, hip roof with
max slope of 45°, or gable roof with slope between 20` and 45'
max slope of 45°, or gable roof with slope between 20' and 45'
Have a mean Roof Height of 30 feet or less
Have a mean Roof Height of 30 feet or less
FL: 26 a 5V on 15132" Plywood
FL: 26 a 5V on 15132" Plywood
Wind 105 110 120 130 140 150 160 170 180 190
200
Wind 105 110 120 130 140 150 160 170 180 190 200
Zone 1: A A A A A A A A A A
A
Zone 1: A A A A A A A A A B B
Zone 2: AAAA AAAA AAA
Zone 2: A A A A A A B B B B B
Zone 3: A A A A A A A A A B
B
Zone 3: A A A A A B B B
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METALALLIANCE
A Value Added Supplier of Metals