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FL #
FL29523-R1
Application Type
Revision
Code Version
2020
Application Status
Approved
Comments
Archived
Product Manufacturer Metal Alliance Inc.
Address/Phone/Email 2120 SW Poma Dr.
Palm City, FL 34990
(844)638-2548
orders@metalalliance.com
Authorized Signature Tara Faulkner
orders@metalalliance.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 David Eng
Evaluation Report
Florida License PE-81377
Quality Assurance Entity Keystone Certifications, Inc.
Quality Assurance Contract Expiration Date 04/22/2030
Validated By James R Wally, PE
Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
FL29523 R1 COI 32AI 100SL plywood nonHVHZ.pdf
Standard
Year
TAS 100
1995
TAS 125
2003
UL 580
2006
Product Approval Method Method 1 Option D
Date Submitted
08/11/2020
Date Validated
08/13/2020
Date Pending FBC Approval
08/19/2020
Date Approved
10/13/2020
Summary of Products
j FL # Model, Number or Name
Description J
29523.1 01: 100SL 1" Nailstrip 032 Aluminum
(
100SL 1" Nailstrip panel from nominal 0.032" aluminum or --
thicker 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
Installation Instructions
FL29523 R1 II 32AI 100SL plywood nonHVHZ.pdf
Verified By: David Eng, PE 81377
Impact Resistant: N/A
Created by Independent Third Party: Yes
Design Pressure: +N/A/-168.5
Other: 168.5 psf @ 6" oc
Evaluation Reports
FL29523 Rl AE 32AI 100SL plywood nonHVHZ.pdf
Created by Independent Third Party: Yes
29523.2 02: 100SL 1" Nailstrip 24ga
100SL 1" Nailstrip panel from 24ga (min) on 15/32" (min)
plywood or 3/4" (min) wood plank
Limits of Use
Approved for use in HVHZ: No
Installation Instructions
FL29523 Rl II 24ga 100SL plywood nonHVHZ.pdf
Verified By: David Eng, PE 81377
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Created by Independent Third Party: Yes
Design Pressure: +N/A/-206
Other: 206 psf @ 6 oc
Evaluation Reports
FL29523 Rl AE 24ga 100SL plywood nonHVHZ,pdf
Created by Independent Third Party: Yes
29523.3 03: 100SL i" Nailstrip 26ga HVHZ 100SL 1" Nailstrip panel from 26ga (min) on 15/32" (min)
I plywood or 3/4" (min) wood plank j
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL29523 Rl II 26ga 10051 plywood, df
Approved for use outside HVHZ: Yes Verified By: David Eng, PE 81377
Impact Resistant: N/A Created by Independent Third Party: Yes
Design Pressure: +N/A/-176 Evaluation Reports
Other: 176 psf @ 6" oc WITH sealant, 116 psf @ 6" oc without FL29523 R1 AE 26ga 100SL plywood.Ddf
sealant Created by Independent Third Party: Yes
29523.4 j 04: 100SL 1" Nailstrip 032 Aluminum 100SL 1" Nailstrip panel from nominal 0.032" aluminum or
HVHZ thicker on 15/32" (min) plywood or 3/4" (min) wood plank
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL29523 R1 II 32AI 100SL plywo pdf
Approved for use outside HVHZ: Yes Verified By: David Eng, PE 81377
Impact Resistant: N/A Created by Independent Third Party: Yes
Design Pressure: +N/A/-175 Evaluation Reports
Other: 175 psf @ 6" oc WITH sealant FL29523 R1 AE 32AI 100SL plyw o .p ff
Created by Independent Third Party: Yes
29523.5 j 05: 150SL 1.5" Nailstrip 24ga
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-153.5
Other: 153.5 psf @ 6" oc WITH sealant
150SL 1.5" Nailstrip panel from 24ga (min) on 15/32" (min)
plywood or 3/4" (min) wood plank
Installation Instructions
FL29523 R1 II 24ga 150SL plywood nonHVHZ.pdf
Verified By: David Eng, PE 81377
Created by Independent Third Party: Yes
Evaluation Reports
FL29523 R1 AE 24ga 150SL plywood nonHVHZ.pdf
Created by Independent Third Party: Yes
29523.6 06: 150SL 1.5" Nailstrip 032 150SL 1.5" Nailstrip panel from nominal 0.032" aluminum or
Aluminum thicker on 15/32" (min) plywood or 3/4" (min) wood plank
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL29523 Rl II 32AI 150SL plywood nonHVHZ.pdf
Approved for use outside HVHZ: Yes Verified By: David Eng, PE 81377
Impact Resistant: N/A Created by Independent Third Party: Yes
Design Pressure: +N/A/-168.5 Evaluation Reports
Other: 168.5 psf @ 6" oc WITH sealant FL29523 R1 AE 32AI 150SL plywood nonHVHZ.pdf
Created by Independent Third Party: Yes
29523.7 j 07: 150SL 1.5" Nailstrip 032
j Aluminum HVHZ
150SL 1.5" Nailstrip panel from nominal 0,032" aluminum or
thicker on 15/32" (min) plywood or 3/4" (min) wood plank
19" coverage
Limits of Use i Installation Instructions
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-168.1
Other: 168.1 psf @ 6" oc WITH sealant
FL29523 R1 II 32AI 150SL plywood.pdf
Verified By: David Eng, PE 81377
Created by Independent Third Party: Yes
Evaluation Reports
FL29523 Rl AE 32AI 1505L pllywood.pdf
Created by Independent Third Party: Yes
29523.8 1 08: 150SL 1.5" Nailstrip 24ga HVHZ 150SL 1.5" Nailstrip panel from 24ga (min) on 15/32" (min)
plywood or 3/4" (min) wood plank 1 19" coverage {
Limits of Use 'Installation Instructions
Approved for use in HVHZ: Yes FL29523 Rl II 24ga 150SL plywood.pdf
Approved for use outside HVHZ: Yes Verified By: David Eng, PE 81377
Impact Resistant: N/A Created by Independent Third Party: Yes
Design Pressure: +N/A/-112.5 Evaluation Reports
Other: 112.5 @ 6" oc WITH sealant FL29523 R1 AE 24ga 150SL plywood.Ddf
I Created by Independent Third Party: Yes
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
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:
MWIWEdE
Credit Card
Safe
1" NailStrip 032 Aluminum Panels
032 Aluminum (min) 1" Nail Strip 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
Nailstrip, snaplock style panel with a 16" maximum panel width and a
nominal rib height of I"
Product Material
Nominally 0.032" aluminum or thicker
Fastener
#10 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 1 Gainesville FL
FL PE 61377 1 FL CA 33344
www.TimberLakeCove.com
0
No. 81377
0, STATE OF
40RIO N
David E Eng
2020.08.10
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.
3!" NAILSTRIP 032 ALUMINUM
100S L
F L29523,01-91
Underlayment: Comply with local building code or FBC 1507.1.1 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.
Maximum Allowable Loads & Installation Requirements:
Method A: #10 x I" fastener at 6" o.c. along nail strip: 168.5 PSF
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 UL 580 standard by Intertek Testing (TST-1527), report
J6368.02-450-44 RO.
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 some 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.
"p"
, 16 ETALALLI -
A Value Added Supplier of Metals
100SL
• • I i
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.
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
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 450
Have a mean Roof Height of 30 feet or less
F 9 23.01: 032AI 100SL 1"
nail strip
on
15/32" Plywood
FL29523.01: 032AI 100SL 1" nail strip
on 15/32" DNvmod
Wind
106 110 120 130 140 160 160
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 A
Zone 2:
A A 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 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 Exposure B area
Have either a flat roof less than 70, hip roof with
max slope of 45% or gable roof with slope between 20° and 450
Have a mean Roof Height of 30 feet or less
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 r, hip roof with
max slope of 460, or gable roof with slope between 20° and 45°
Have a mean Roof Height of 30 feet or less
FL29523.01: 032A1100SL 1" nail strip
on 16132" plvwood
FL29523.01: 032AI 100SL 1" nail strip
on 16132" phnmvd
Wind
105 110 120 130 140 160 160 170 180
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 A
Zone 2:
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 A
Zone 3:
A A A A A A
A A
ETALALL x ,
Pi4
A Value Added Supplier of Metals