HomeMy WebLinkAboutAPPROVED, Standing Seam Metal 1.0 26 ga8/24/2021 Florida Building Code Online
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Product Approval Menu > Product or Application Search > Application List > Application Detail
FL #FL25621-R2
Application Type Revision
Code Version 2020
Application Status Approved
Comments
Archived
Product Manufacturer Extreme Metal Fabricators, LLC
Address/Phone/Email 2160 SW Poma Drive
Palm City, FL 34990
(772) 872-8034
flvalidation@yahoo.com
Authorized Signature Richard McKuhen
flvalidation@yahoo.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Metal Roofing
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the
Evaluation Report
David Eng
Florida License PE-81377
Quality Assurance Entity Keystone Certifications, Inc.
Quality Assurance Contract Expiration Date 04/22/2024
Validated By James R Wally, PE
Validation Checklist - Hardcopy Received
Certificate of Independence FL25621_R2_COI_26ga_SnapMax_plywood.pdf
Referenced Standard and Year (of Standard)Standard Year
TAS 100 1995
TAS 125 2003
UL 580 2006
Equivalence of Product Standards
Certified By
Sections from the Code
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Product Approval Method Method 1 Option D
Date Submitted 12/16/2020
Date Validated 12/17/2020
Date Pending FBC Approval 12/26/2020
Date Approved 02/09/2021
Summary of Products
FL #Model, Number or Name Description
25621.1 01: 26ga SnapMax on Plywood 26ga (min) SnapMax 1.0" nail strip on 15/32" (min) plywood or
3/4" (min) wood plank
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-97.25
Other: Refer to evaluation report
Installation Instructions
FL25621_R2_II_26ga_SnapMax_plywood.pdf
Verified By: David Eng, PE 81377
Created by Independent Third Party: Yes
Evaluation Reports
FL25621_R2_AE_26ga_SnapMax_plywood.pdf
Created by Independent Third Party: Yes
25621.2 02: 032 Aluminum SnapMax on
Plywood
Nominally 0.032" aluminum (or thicker) SnapMax 1.0" nail strip
on 15/32" (min) plywood or 3/4" wood plank
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-78.5
Other: Refer to evaluation report
Installation Instructions
FL25621_R2_II_032_SnapMax_plywood.pdf
Verified By: David Eng, PE 81377
Created by Independent Third Party: Yes
Evaluation Reports
FL25621_R2_AE_032_SnapMax_plywood.pdf
Created by Independent Third Party: Yes
25621.3 03: 032 Aluminum 12" SnapMax on
Plywood
Nominally 0.032" aluminum (or thicker) SnapMax 1.0" nail strip
with 12" coverage on 15/32" (min) plywood or 3/4" wood plank
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-69.25
Other: Refer to evaluation report
Installation Instructions
FL25621_R2_II_032_SnapMax_12in_Plywood.pdf
Verified By: David Eng, PE 81377
Created by Independent Third Party: Yes
Evaluation Reports
FL25621_R2_AE_032_SnapMax_12in_Plywood.pdf
Created by Independent Third Party: Yes
25621.4 04: 26ga SnapMax on Plywood 26ga (min) SnapMax 1.0" nail strip on 15/32" (min) plywood or
3/4" (min) wood plank
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-121.75
Other: Refer to evaluation report
Installation Instructions
FL25621_R2_II_26ga_SnapMax_plywood_D.pdf
Verified By: David Eng, PE 81377
Created by Independent Third Party: Yes
Evaluation Reports
FL25621_R2_AE_26ga_SnapMax_plywood_D.pdf
Created by Independent Third Party: Yes
25621.5 05: 26ga SnapMax on Plywood HVHZ 26ga (min) SnapMax 1.0" nail strip on 15/32" (min) plywood or
3/4" (min) wood plank
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-176
Other: Refer to evaluation report
Installation Instructions
FL25621_R2_II_26ga_SnapMax_plywood_HVHZ.pdf
Verified By: David Eng, PE 81377
Created by Independent Third Party: Yes
Evaluation Reports
FL25621_R2_AE_26ga_SnapMax_plywood_HVHZ.pdf
Created by Independent Third Party: Yes
25621.6 06: 24ga SnapMax on Plywood 24ga (min) SnapMax 1.0" nail strip on 15/32" (min) plywood or
3/4" (min) wood plank
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-206
Other: Refer to evaluation report
Installation Instructions
FL25621_R2_II_24ga_SnapMax_plywood.pdf
Verified By: David Eng, PE 81377
Created by Independent Third Party: Yes
Evaluation Reports
FL25621_R2_AE_24ga_SnapMax_plywood.pdf
Created by Independent Third Party: Yes
25621.7 07: 032 Aluminum SnapMax on
Plywood
Nominally 0.032" aluminum (or thicker) SnapMax 1.0" nail strip
on 15/32" (min) plywood or 3/4" wood plank
Limits of Use
Approved for use in HVHZ: No
Installation Instructions
FL25621_R2_II_032_SnapMax_plywood_d.pdf
8/24/2021 Florida Building Code Online
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Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-168.5
Other: Refer to evaluation report
Verified By: David Eng, PE 81377
Created by Independent Third Party: Yes
Evaluation Reports
FL25621_R2_AE_032_SnapMax_plywood_d.pdf
Created by Independent Third Party: Yes
25621.8 08: 032 Aluminum SnapMax on
Plywood HVHZ
Nominally 0.032" aluminum (or thicker) SnapMax 1.0" nail strip
on 15/32" (min) plywood or 3/4" wood plank
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-175
Other: Refer to evaluation report
Installation Instructions
FL25621_R2_II_032_SnapMax_plywood_HVHZ.pdf
Verified By: David Eng, PE 81377
Created by Independent Third Party: Yes
Evaluation Reports
FL25621_R2_AE_032_SnapMax_plywood_HVHZ.pdf
Created by Independent Third Party: Yes
25621.9 09: 26ga 19" TopMax on Plywood 26ga (min) TopMax 1.5" nail strip with 19" coverage on 15/32"
(min) plywood or 3/4" (min) wood plank
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-63.5
Other: Refer to evaluation report
Installation Instructions
FL25621_R2_II_26ga_TopMax_19in_plywood.pdf
Verified By: David Eng, PE 81377
Created by Independent Third Party: Yes
Evaluation Reports
FL25621_R2_AE_26ga_TopMax_19in_plywood.pdf
Created by Independent Third Party: Yes
25621.10 10: 032 Aluminum TopMax on
plywood HVHZ
Nominally 0.032" aluminum (or thicker) TopMax 1.5" nail strip
on 15/32" (min) plywood or 3/4" wood plank
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-179.5
Other: Refer to evaluation report
Installation Instructions
FL25621_R2_II_032_TopMax_plywood_HVHZ.pdf
Verified By: David Eng, PE 81377
Created by Independent Third Party: Yes
Evaluation Reports
FL25621_R2_AE_032_TopMax_plywood_HVHZ.pdf
Created by Independent Third Party: Yes
25621.11 11: 24ga TopMax on Plywood HVHZ 24ga (min) TopMax 1.5" nail strip on 15/32" (min) plywood or
3/4" (min) wood plank
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-153.5
Other: Refer to evaluation report
Installation Instructions
FL25621_R2_II_24ga_TopMax_plywood_HVHZ.pdf
Verified By: David Eng, PE 81377
Created by Independent Third Party: Yes
Evaluation Reports
FL25621_R2_AE_24ga_TopMax_plywood_HVHZ.pdf
Created by Independent Third Party: Yes
25621.12 12: 24ga 19" TopMax on Plywood
HVHZ
24ga (min) TopMax 1.5" nail strip with 19" coverage on 15/32"
(min) plywood or 3/4" (min) wood plank
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-116.25
Other: Refer to evaluation report
Installation Instructions
FL25621_R2_II_24ga_TopMax_19in_plywood_HVHZ.pdf
Verified By: David Eng, PE 81377
Created by Independent Third Party: Yes
Evaluation Reports
FL25621_R2_AE_24ga_TopMax_19in_plywood_HVHZ.pdf
Created by Independent Third Party: Yes
25621.13 13: 032 Aluminum 19" TopMax on
plywood HVHZ
Nominally 0.032" aluminum (or thicker) TopMax 1.5" nail strip
with 19" coverage on 15/32" (min) plywood or 3/4" (min) wood
plank
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-166.75
Other: Refer to evaluation report
Installation Instructions
FL25621_R2_II_032_TopMax_19in_plywood_HVHZ.pdf
Verified By: David Eng, PE 81377
Created by Independent Third Party: Yes
Evaluation Reports
FL25621_R2_AE_032_TopMax_19in_plywood_HVHZ.pdf
Created by Independent Third Party: Yes
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Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida. :: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public-records request, do not send electronic
mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1),
Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails
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provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please
provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here .
Product Approval Accepts:
26ga (min) SNAPMAX over 15/32” (min) plywood
Extreme Metal Fabricators
2160 SW Poma Dr | Palm City FL 34990
Product Description
Nailstrip, snaplock style panel with a 16” maximum panel width and a
nominal rib height of 1”
Product Material
26ga (min) steel
Corrosion resistant per FBC 1507.4.3 where required
Fastener
#10 x 1-inch pancake style fastener
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
Timberlake Cove, LLC
3324 W Univ Ave #206 | Gainesville FL
FL PE 81377 | FL CA 33344
www.TimberLakeCove.com
SNAPMAX
FL25621.05-R2
HVHZ
SNAPMAX
1” Nail Strip Snap Lock Standing Seam
SNAPMAX
FL25621.05-R2
2
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 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.
Fire Barrier: Comply with FBC 1516.1 and 1516.2 where required.
Maximum Allowable Loads & Installation Requirements:
Method A: #10 x 1” fastener at 6” o.c. along nail strip: 116 PSF
Method B: #10 x 1” fastener at 6” o.c. along nail strip WITH sealant: 176 PSF
For Method B, use continuous bead of Geocel 2320 sealant or similar.
A factor of safety of 2 has been applied.
Fasteners are installed through the metal flange, NOT through the pre-punched slots.
Technical Documentation:
This product has been tested to the TAS 125 / UL 580 standard by Intertek Testing (TST-1527),
report G3443.48-450-44 as referenced in FL 28059.04-R0.
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
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.
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. 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.
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.
3
SNAPMAX
FL25621.05-R2 ENGINEERING LOAD TABLES
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 B
Zone 3:A A A A A A A A A B B
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 12:12, or gable roof with slope between 4.4:12 & 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 A B
FL25621.05: 26ga SnapMax on 15/32" plywood
FL25621.05: 26ga SnapMax 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 B B
Zone 2:A A A A A A B B B B NR
Zone 3:A A A A A B B B 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 7°, hip roof with
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
Wind 105 110 120 130 140 150 160 170 180 190 200
Zone 1:A A A A A A A A A A B
Zone 2:A A A A A A A B B B B
Zone 3:A A A A A B B B B NR NR
FL25621.05: 26ga SnapMax on 15/32" plywood
FL25621.05: 26ga SnapMax on 15/32" plywood