1025 EAST COAST DR RES24-0032 D4_RoofingProd_NonSttuctMetal_FL33818_R4_II
METAL ROOFING PRODUCTSMETAL ROOFING PRODUCTSMETAL ROOFING PRODUCTSMETAL ROOFING PRODUCTS
1.888.393.03351.888.393.03351.888.393.03351.888.393.0335
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FL33818.02-R4
032 Aluminum (min) 5V Crimp5V Crimp5V Crimp5V Crimp
over 15/32” (min) plywood
Gulf Coast Supply & ManufacturingGulf Coast Supply & ManufacturingGulf Coast Supply & ManufacturingGulf Coast Supply & Manufacturing 14229 SW 2nd Pl G30, Newberry FL 32669
Product DescriptionProduct DescriptionProduct DescriptionProduct Description:::: 5V exposed fastener panel with nominal 24” max coverage and nominal rib
height of 7/16”.
Product Product Product Product MaterialMaterialMaterialMaterial:::: Nominally 0.032” aluminum or thicker
FastenerFastenerFastenerFastener:::: #9 x 1.5-inch fastener with sealing washer Compliant with FBC 1506.6 where required.
Substrate/DeckSubstrate/DeckSubstrate/DeckSubstrate/Deck:::: 15/32” (min) plywood or ¾” (min) SYP wood plank.
Maximum Allowable Loads & Installation Requirements:Maximum Allowable Loads & Installation Requirements:Maximum Allowable Loads & Installation Requirements:Maximum Allowable Loads & Installation Requirements:
MethodMethodMethodMethod Fastener Fastener Fastener Fastener PatternPatternPatternPattern Fastener SpacingFastener SpacingFastener SpacingFastener Spacing Allowable PressureAllowable PressureAllowable PressureAllowable Pressure
Method A #9 fastener in 12”-12” pattern 12” o.c ----108.5108.5108.5108.5 PSFPSFPSFPSF
A factor of safety of 2 has been applied.
Evaluated by: Evaluated by: Evaluated by: Evaluated by:
David Eng, PE
Timberlake Cove, LLC
1317 Edgewater Dr, Ste 2339
Orlando FL
FL PE 81377 | FL CA 33344
www.TimberLakeCove.com
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 sealed and the
signature must be verified on any electronic copies
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5V Crimp5V Crimp5V Crimp5V Crimp FL33818.02-R4
Underlayment:Underlayment:Underlayment:Underlayment: Comply with local building code or FBC 1507.1.1 where required.
Slope:Slope:Slope:Slope: Comply with local building code or FBC 1507.4.2 where required.
ReReReRe----RoofingRoofingRoofingRoofing: This panel may be 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.
Technical Documentation: Technical Documentation: Technical Documentation: Technical Documentation: This product has been tested to the UL 580 standard by Force Engineering (TST-5328), report
117-0165T-11B.
Compliance Statement: Compliance Statement: Compliance Statement: Compliance Statement: This product as described has demonstrated compliance with Florida Building Code 2023,
1504.3.2 (nonnonnonnon----HVHZHVHZHVHZHVHZ) 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
Design Process:Design Process:Design Process:Design Process: Compare the maximum allowable loads on page 1 to the ASD 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 7-22. 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:Certification of Independence:Certification of Independence: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:Exclusions and Limitations:Exclusions and Limitations: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.
Installation shall be subject to the local building code and authority having jurisdiction; this report shall not be construed to supersede local codes in
force.
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5V Crimp5V Crimp5V Crimp5V Crimp FL33818.02-R4
Use of Load Tables:Use of Load Tables:Use of Load Tables:Use of Load Tables: These load tables are provided as a courtesy to
provide one possible prescriptive option for a generic, typical
structure without calculating the design pressures.
For structures outside the parameters of these load tables (e.g.
height above 30 feet), calculate the required allowable design
pressure and compare to the maximum allowable loads shown on
page 2. These load tables shall not be construed to in any way limit
the installation of this product to the cases shown.
Instructions:Instructions:Instructions: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.
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, or gable/hip roof with max slope of 12:12 Have either a flat roof, or gable/hip roof with max slope of 12:12
Have a mean Roof Height of 30 feet or less Have a mean Roof Height of 30 feet or less
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 NR NR
Zone 2:A A A A A A A A A A A Zone 2:A A A A A A NR NR NR NR NR
Zone 3:A A A A A A A A NR NR NR Zone 3:A A A A NR NR NR NR NR NR NR
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 7°, hip roof with Have either a flat roof less than 7°, hip roof with
max slope of 12:12, or gable roof with slope between 4.4:12 & 12:12 max slope of 12:12, or gable roof with slope between 4.4:12 & 12:12
Have a mean Roof Height of 30 feet or less Have a mean Roof Height of 30 feet or less
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 A NR
Zone 2:A A A A A A A A A A A Zone 2:A A A A A A A NR NR NR NR
Zone 3:A A A A A A A A A NR NR Zone 3:A A A A A NR NR NR NR NR NR
FL33818.02: 032Al 5V Crimp on 15/32" plywood FL33818.02: 032Al 5V Crimp on 15/32" plywood
FL33818.02: 032Al 5V Crimp on 15/32" plywood FL33818.02: 032Al 5V Crimp on 15/32" plywood