HomeMy WebLinkAboutPRODUCT APPROVAL fL30343.01
26GA 5V Crimp over 15/32 Plywood
Premier Metal Roof Manufacturing
17613 S. Hwy 475 | Summerfield FL 34491
www.PMRoof.com | 352-356-1609
Product Description
5V style metal roof panel anchored by exposed fasteners. Panel
coverage is nominally 24” with nominal rib height of 1/2”
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 x 1.5 inch fastener with sealing washer
Compliant with FBC 1506.6 where required.
Substrate/Deck: 15/32” (min) plywood
Maximum Allowable Loads & Installation Requirements:
Method A: #10 x 1.5” fastener in 12”-12 pattern at 12”: 108.5 PSF
A factor of safety of 2 has been applied.
Evaluated by:
David Eng, PE | Timberlake Cove, LLC
3324 W Univ Ave #206 | Gainesville FL
FL PE 81377 | FL CA 33344
www.TimberLakeCove.com
FL30343.01-R2
PG 1
5VCRIMP
Classic Exposed Fastener Panel
fL30343.01
Underlayment: Comply with local building code or FBC 1507.1.1.
Slope: Comply with local building code or FBC 1507.4.2.
Technical Documentation:
This product has been tested to UL 580 by Intertek Testing (TST-1527), report K9550.03-450-44.
Compliance Statement:
This product as described has demonstrated compliance with Florida Building Code 2020, 1504.3.2 (non-
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
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.
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.
FL30343.01-R2
PG 2
fL30343.01
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 the manufacturer for further information, or consult a
licensed design professional.
FL30343.01-R2
PG 3
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 12:12
Have a mean Roof Height of 30 feet or less
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 2:A A A A A A A A A A NR
Zone 3:A A A A A A A A NR NR NR
Use this load table for structures which meet the following criteria:
Are located in Exposure B area
Have either a flat roof less than 1.5:12, hip roof with
max slope of 12:12, or gable roof with slope betwee n 4.4:12 and 12:12
Have a mean Roof Height of 30 feet or less
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 2:A A A A A A A A A A A
Zone 3:A A A A A A A A A NR NR
FL30343.01: 26ga 5V Crimp on 15/32" plywood
FL30343.01: 26ga 5V Crimp on 15/32" plywood
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 max slope of 12:12
Have a mean Roof Height of 30 feet or less
Wind 105 110 120 130 140 150 160 170 180 190 200
Zone 1:A A A A A A A A A NR NR
Zone 2:A A A A A NR NR NR 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:
Are located in B, C, or D exposure area
Have either a flat roof less than 1.5:12, hip roof with
max slope of 12:12, or gable roof with slope between 4.4:12 and 12:12
Have a mean Roof Height of 30 feet or less
Wind 105 110 120 130 140 150 160 170 180 190 200
Zone 1:A A A A A A A A A NR NR
Zone 2:A A A A A A A NR NR NR NR
Zone 3:A A A A A NR NR NR NR NR NR
FL30343.01: 26ga 5V Crimp on 15/32" plywood
FL30343.01: 26ga 5V Crimp on 15/32" plywood