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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
FL29523 R1 COI 32AI 100SL plywood nonHVHZ.pdf
Standard
Year
TAS 100
1995
TAS 125
2003
UL 580
2006
Sections from the Code
Product Approval Method
Method 1 Option D
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
08/11/2020
08/13/2020
08/19/2020
10/13/2020
FL #
Model, Number or Name
Description
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 R1 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
Installation Instructions
{ Approved for use in HVHZ: No
FL29523 Rl II 24ga 100SL plywood nonHVHZ.pdf
Verified By: David Eng, PE 81377
Created by Independent Third Party: Yes
iI Approved for use outside HVHZ: Yes
Impact Resistant: N/A
1 Design Pressure: +N/A/-206
Evaluation Reports
Other: 206 psf @ 6 " oc
FL29523 R1 AE 24ga 100SL plywood nonHVHZ.pdf
Created by Independent Third Party: Yes
29523.3 03: 100SL 1" Nailstrip 26ga HVHZ
100SL 1" Nailstrip panel from 26ga (min) on 15/32" (min)
plywood or 3/4" (min) wood plank
j Limits of Use
Installation Instructions
I Approved for use in HVHZ: Yes
FL29523 Rl II 26ga 100SL plywood.pdf
Approved for use outside HVHZ: Yes
Verified By: David Eng, PE 81377
Impact Resistant: N/A
Created by Independent Third Party: Yes
I Design Pressure: +N/A/-176
Evaluation Reports
Other: 176 psf @ 6" oc WITH sealant, 116 psf @ 6" oc without
FL29523 R1 AE 269a 100SL plywood.pdf
sealant
Created by Independent Third Party: Yes
29523.4
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
Approved for use outside HVHZ: Yes
FL29523 P1 II 32AI 100SL plywood.pdf
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 Rl AE 32AI 100SL plywood.pdf
Created by Independent Third Party: Yes
29523.5
05: 150SL 1.5" Nailstrip 24ga
150SL 1.5" Nailstrip panel from 24ga (min) on 15/32" (min)
plywood or 3/4" (min) wood plank
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL29523 R1 II 24ga 150SL plywood nonHVHZ.pdP
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/-153.5
Evaluation Reports
Other: 153.5 psf @ 6" oc WITH sealant
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
i 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
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/-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
Aluminum HVHZ
thicker on 15/32" (min) plywood or 3/4" (min) wood plank
j
19" coverage
Limits of Use
Installation Instructions
j Approved for use in HVHZ: Yes
FL29523 R1 II 32AI 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/-168.1
Evaluation Reports
j Other: 168.1 psf @ 6" oc WITH sealant
FL29523 R1 AE 32AI 150SL plywood.pdf
Created by Independent Third Party: Yes
j 29523.8 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 R1 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.pdf
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. Copy i ht 2007-2013 State of Florida.:: PrivacLtatement :: 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:
WeCktk
Credit Gard
Safe
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:.
METALALLiAALL
A Value Added Supplier of Metals
1" Na i IStri p 26ga Steel Panels
26ga (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 1"
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 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 F
FL PE 81377 1 FL CA 33344
www.TimberLakeCove.com
���ltllillff/fJ
1
`\ \ \A/oc Ns,
y
No. 81377
Qom` . STATE OF a�w
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 maybe 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
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 580-06 standard by Intertek Testing (TST-1527),
report J6368.17-450-44 RO and to TAS 100 under report J6368.33-450-44 RO.
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
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.
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.
r
ME�AN-L
AULU
.
A Value Added Supplier of Metals
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.
41004 ;
FEMALE LEG SNAPS
ONTO MALE LEG
#10 FASTENER
AT6"OG.
Use this load table for structures which meet the following criteria:
Are located in Exposure B area
Have either a flat roof, or gablelhip roof with max slope of 450
Have a mean Roof Height of 30 feet or less
2
2
2 2 3
2 1 % 2 2 3 a
Y / 1 1 f2
i
a 131 2 2 13 j a
11 I
a '� HIP ROOF GABLE ROOF --J a 4,.�
a: 10%OF LEAST HOIZONTAL DIMENSION OR 0.4h, WHICHEVER IS SMALLER, BUT NOT
LESS THAN EITHER 4%OF LEAST HORIZONTAL DIMENSION OR 3FT (0.9M).
OR AS DETERMINED BY DESIGN OR OTHER APPLICABLE CODE,
ROOF ZONES FOR GENERIC BUILDING
METHOD B
FEMALE LEG SNAPS
ONTO MALE LEG
SEALANT APPLIED TO
BASE OF MALE LEG
#10 FASTENER
AT 6" O.0
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 45°
Have a mean Roof Height of 30 feet or less
FL29523.03: 26aa 100SL 1" nail stria on 15/32" plywood FL29523.03: 26aa 100SL 1" nail stria on 15132" plywood
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 B,
Zone 2:
A A A
A A
A
A
A
A
A B
Zone 2:
A
A
A
A
A
A
13= B
Zone 3:
A A A
A A
A
A
A
A
B B
Zone 3:
A
A
A
A
A
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 450, or gable roof with slope between 200 and 450
Have a mean Roof Height of 30 feet or less
FL29523.03: 26aa 100SL 1" nail strip on 15/32" plvwood
Wind
105 110
120
130 140
150
160
170
180
190 200
Zane 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
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 450, or gable roof with slope between 200 and 450
Have a mean Roof Height of 30 feet or less
FL29523.03: 26 a 100SL 1" nail strip on 15/32" Plywood
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 6 13:.'3:
Zone 3: A A A A A B S, # B
ANN&
MEEAULLIA"'
A Value Added Supplier of Metals Am