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Architectural Fabrication
I M 5VC
26 gauge (min) 24" wide exposed fastener 5V panel over
15/32" plywood
Product Description: Exposed fastener 5Vstyle panel with 24" coverage, and nominal rib height of 7116"
Product Material: 26ga (min) steel. Corrosion resistance per FBC 1507.4.3 where required.
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Fastener: #10 x 1-1/2 fastener with sealing washer. Larger diameter and longer length fasteners are acceptable. Stainless
fasteners are acceptable. Compliant with FBC 1506.6 where required.
Substrate/Deck:15/32" (min) plywood or3/4" (min) thick wood plank (min S.G. of 0.42).
Max. Allowable Loads & Installation Requirements:
Method A:116 psf I Install fasteners (1) per rib at 12" o.c. max
Factor of Safety of 2.0 applied to calculate allowable loads.
METHOD A: 12" O.C.
....12" (NOM)— -- - 12" (NOM)
Evaluated By: David Eng, PE I Timberlake Cove, LLC
1317 Edgewater Dr Ste 2339 I Orlando FL
PE Lie. No: 81377 I CA Lic. No: 33344
www.TimberLakeCove.com
' Dig[lalty igned by David E Eng
11 -Contact Info
tlayitl.eng9Q6imbedakecove,com
❑ ate: 20'21.46.06 16:3 & 30-04' Oo'
This item has been digitally signed and
sealed by D E_ Eng, PE, on the date
indicated_ Printed copies of this document
are not considered signed and seated and
the signature must be verified on any
electronic copies
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Compliance Statement:
This product as described has demonstrated compliance with Florida Building Code 2020,1504.3.2 (non-HVHZ) as required by FL Rule
61 G20-3, method 1 D; subject to the exclusionsAimitations noted below.
Underlayment: Comply with local building code or FBC 150711 where required.
Slope: Comply with local building code or FBC 1507.4.2 where required.
Re -Roofing: This panel may be installed over a single layer of existing shingles as permitted by local building code or FBC 1511, provided the
existing roof meets the conditions required by the applicable code.
Panel Accessories: The manufacturer does not require the use of closures, sealants, butyl, or other similar accessories between bottom edge
of panel and drip edge, or in other locations. The use of closures and sealants may be advisable in some cases, howeverthat decision is the
discretion of the project owner and the installer.
Technical Documentation:
This product has been tested to the following standards by Intertek Testing (TST 1527).
• UL5801UL1897: report 17226.03-450-44 (used with permission)
Design Process:
Compare the maximum allowable loads on page 1 to the ASO uplift pressures for the project to determine sufficiency and installation
requirements.
Alternatively, as an option, 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 and 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.
Certification of Independence:
David Eng, PE and Timberlake Cove, LLC do not have, nor will they acquire a financial interest in any company manufacturing or distributing products
under this evaluation. The same entities do not have, nor will they acquire, a financial interest in any other entity involved in the approval or testing
process of the product.
Exclusions and Limitations:
Design of deck and roof structure (to include deck attachment) 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. Static water leakage 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 61 G20-3. 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 61 G20-3, and makes no express or
implied warranty regarding performance of this product.
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
FL29444.4: 26aa IMSVC on 15/32" plvwoad
Wind 120 130
140
150 160
170 180 190 200
Zone 1: A A
A
A A
A A A A
Zone 2: A A
AA
AAA
A
Zone 3: A A
A
A A
A A
Use this load table for structures which meet the following criteria:
Are located in Exposure B area
Have either a flat roof less than 7°, hip roof with
max slope of 45°, or gable roof with slope betvueen 20' and 45'
Have a mean roof height of 30 feet or less
FL29444.4: 26aa IM5VC on 15132" Dlvwood
Wind 120
130
140 150
160 170
180
190 200
Zone 1: A
A
A A
A A
A
A A
Zone 2: A
A
A A
A A
A
A A
Zone 3: A
A
A A
A A
A
A
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 gablelhip roof with max slope of 45'
Have a mean roof height of 30 feet or less
FL29444.4: 26aa IM5VC on 15132" Dlvwood
Wind 120 130 140 150 160 170 180 190 200
Zone 1: A A A A A A A
Zone 2: A A A A
Zone 3: A A A
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 less than 7°, hip roof with
max slope of 45°, or gable roof with slope between 20' and 45'
Have a mean roof height of 30 feet or less
FL29444.4: 26aa IMSVC on 15132" DlVw4od
Wind 120
130
140 150
160 170 180 190 200
Zone 1: A
A
A A
A A A A.
Zone 2: A
A
A A
A NR NR
Zone 3: A
A
A
R NR NR NR
OPTIONAL ENGINEERING LOAD TABLES
Instructions:
Select the appropriate lead [able 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 7-1 b and FBC 2020 adapt a 1-zana concept. For the load tables below, the worst
case was taken for each zone and reported using the standard zones 1-2-1
Zone 1 includes zones 1 and 1'
Zone 2 includes zones 2e, 2r, and 2n
Zone 3 includes zones 3e and 3r
Combining these tones creates a clear, simple scheme, at the expense of some design efficiency,
Contact the manufacturer for further information, or consul[ a licensed design professional.
Application:
There are conservative assumptions used in cambining scenarios for these load tables for cases
when the required design load is unknown, The maximum allowable loads lorthis product are
shown an page 1 of this approval. it [he required allowable design loads are known, and the
required design loads are less than the allowable load of the product, then the product is
sufficient for use, and these optional toad tables can he ignored.
If the required design loads are NOT known, then the appropriate load table here may be used.
These optional load tables are subordinate to the max allowable loads shown on page 1 (they are
merely one conservative application of those loads). In no case shall these load tables be
interpreted to restrict the application of this product more than the max allowable loads shown on
page 1. The max allowable loads shown on page 1 are the controlling design data for this product
NOT these optional load tables.
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a. t0%Or E T HOIZONTAL DIMENSION OR 04h. "ICHEVTER 1$ SMALLER. BUT NOT
LESS THAN EITHER E% or LEAST HORIZONTAL DIMENSION OR TFT (R.9M).
OR AS DETERMINED BY DESIGN OR OTHER APPLICABLE CODE.
ROOF ZONES FOR GENERIC BUILDING
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