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Product Approval Menu a Product or ApRIIcaLion Search > Appiicauon i ist > Application Detail
FL # FL29523-Rl
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 nonHVH pdf
Standard
Year
TAS 100
1995
TAS 125
2003
UL 580
2006
hops:/Iwww.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDquDjJZOKCHOBeuJtRZVS4wAPLbCuLWf8sMgrM4sxtfrSA%3d%3d 113
1/27/2021 Florida Building Code Online
Product Approval Method Method 1 Option D
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
I FL#
' 29523.1
08/11/2020
08/13/2020
08/19/2020
10/13/2020
Nodel, Number or Name Description
01: 100SL 1" Nallstrip 032 Aluminum 1005L 1" Nallstrip 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
Impact Resistant: N/A
Design Pressure: +N/A/-168.5
Other: 168.5 psf @ 6" oc
Installation Instructions
FL29523 R1 II 32AI 100SL olywood agoLNUZf
Verified By: David Eng, PE 81377
Created by Independent Third Party: Yes
Evaluation Reports
FL29523 RI AE 32AI 10051 olywood nonHVHZ.odf
Created by Independent Third Party: Yes
29523.2 02: 100SL 1" Nallstrip 24ga 1005Eoo1" Nallstrip panel from 24ga (min) on 15/32" (min)
plywd 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: 206 psf @ 6 " oc
Installation Instructions
FL29523 R1 II 24ga 1005E plywood nonHVHZ odf
Verified By: David Eng, PE 81377
Created by Independent Third Party: Yes
Evaluation Reports
FL29523 RI AE 24ga 1005E olywood nonHVHZ.odf
Created by Independent Third Party: Yes
29523.3 03: 100SL 1" Nallstrip 26ga HVHZ 100SL 1" Nallstrip panel from 26ga (min) on 15/32" (min)
plywood or 3/4" (min) wood plank
Limits of Use Installation Instructions
Approved for use In HVHZ: Yes FL29523 RI II 26ga IOOSL olvwood,pdf
Approved for use outside HVHZ: Yes Verified By: David Eng, PE 81377
Impact Resistant: N/A Created by Indepentlent 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 1005E glv4y44Q,gpj
sealant Created by Independent Third Party: Yes
29523.4 04: 100SL 1" Nallstrlp 032 Aluminum
1005L 1" Nallstrip 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 RI II 32AI 100SL plywood.gdf
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
Other: 175 psf @ 6" oc WITH sealant
Evaluation Reports
FL29523 91 AE 32AI 100SL olyWg Aa f
Created by Independent Third Party: Yes
295�
05: 150SL 1.5" Nallstrip 24ga
150SL 1.5" Nallstrip 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 RI II 249a 1505L olywood 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/-153.5
Evaluation Reports
Other: 153.5 psf @ 6" oc WITH sealant
FL29523 R1 AE 24ga 150SL olywood rQadYHZ odf
Created by Independent Third Party: Yes
29523.E
O6: 1505E 1.5" Nallstrip 032
150SL 1.5" Nallstrip 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 lI 32AI 150SL olywood nonHVHZ. odf
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 RI AE 32AI 1505L glywootl ngnHVHZ.odf
Created by Independent Third Party: Yes
29523.7
07: 150SL 1.5" Nallstrip 032
150SL 1.5" Nallstrip panel from nominal 0.032" aluminum or
Aluminum HVHZ
thicker on 15/32" (min) plywood or 3/4" (min) wood plank I
19" coverage
Limits of Use
Installation Instructions
hftps://www.floddabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquDjJZOKCHOBeuJtRZVS4wAPLbCuLWfBsMgrM4sxtfrSA%3d%3d 213
11272021 Florida Building Code Online
Approved for use in HVHZ: Yes FL29523 R1 II 32AI 150SL 121Ywood.odf
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
Other: 168.1 psf @ 6" oc WITH sealant FL29523 R1 AE 32AI 1505L olywooC.odf
Created by Independent Third Party: Yes
29523.8 08: 150SL 1.5" Nailstrip 24ga HVHZ Plywood
1.5" NailsMp 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 1505E glywood.pgf
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 24Da 1505L Dlvyf9.4.d,plif
Created by Independent Third Party: Yes
MEM
Contact Us :: 2601 Blair Stone goad Tallahassee FL 32399 Phone: 850-987-1824
The State of Flonda is an AAIEEO employer. Copyright 2007-2013 State of Florida.:: Pavan Statement :: Aaes51bf1b Statement :: Itefund 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 sand electronic
mall to this entity. Instead, contact Me office by phone or by traditional mall. If you have any questions, please contact 850.487.1395.'Nmuant M Section 455.275(1),
Ronda Statutes, effective October 1, 2012, licensees Ilmnsed under Chapter ass, F.S. must provide Me Department with an email address :f they have one. The emalls
provided may be used for official communication with the Ilcensee. However email addresses are public mo e. 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 arc a licensee under Chapter 455, F.S., please click b=.
product Approval Accapta:
®WI ® EE
Credit Card
Sate
https://www.floddabuilding.org/pr/pr_app_d8.aspx?paramwGEVXQwtDquDjJZOKCHOBeuJtRZVS4wAPLbCuLWfBsMgrM4sxtfrSA%3d%3d 3/3
A&
METALALLIANCE
A Value Added Supplier of Metals
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
Noilstrip, snoplock style panel with a 16" maximum panel width and a
nominal rib height of 1"
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 81377 1 FL CA 33344
www.TimberLokeCove.com
100SL•
EI,,,�
E.
\ OP'�1GENSF'.G
No.81377 =_
0 STATE OF �4/1
i AtORIO?.GN��
/0NA1 E ,.
David E Eng
- 2020.08.10
18:48:56-04'00'
This item has been digitally signed and sealed
by D E Eng. PE, on the date indicated Panted
copies of this document are not considered
signed and sealed and the signature must be
verified on any electronic copies
1" NAILSTRIP 032 ALUMINUM
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 1" 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 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.
METALALLIANCE
A Value Added Supplier of Metals
Instructions: a
Select the appropriate load table that applies to a ,3 _ 2 2 —3-
the structure in question. a
2
Determine the design wind speed for the project
location. 2
Use the attachment method indicated for that 2 1 2
2
windspeed within each roof zone.
rJ
I
2 3 a I
2 3 --1 a
1
2
NOTE: ASCE 7-16 and FBC 2020 adopt a 7-zone 2 1 1 2
concept. For the load tables below, the worst case
was taken for each zone and reported using the a 3 2 2 1 a
standard zones 1-2-3: 1 _ 3
1
Zone 1 includes zones 1 and 1' —a► HIP ROOF GABLE ROOF
Zone 2 includes zones 2e, 2r, and 2n i
Or tE/3t rtNE[Ni4 GAiNOPM dl n W nV1EVEN iB RWutEP BYE NOE
Zone 3 includes zones 3e and 3r iris iPwrnrPNPxrw.,awuoNwo,,,EN..,N tP„,,N.,,
m u oe rEPwNEo r. oEewr. oP or„Erunr-,¢tE moE
Combining these zones creates a clear, simple ROOF ZONES FOR GENERIC BUILDING
scheme, at the expense of some design efficiency.
Contact Metal Alliance Inc for further information,
or consult a licensed design professional.
METHOD A
--�FFNIAIF r O SNAPS
ONTO
ONTO MALE LEn
-
— FASTENER
AtTOc
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 gablelhip roof with
max slope of 45'
Have either a flat roof, or gablelhip roof with
max slope of 45°
Have a mean Roof Height of 30 feet or less
Have a mean Roof Height of 30 feet or less
FL29523.01: 032AI 100SL 1" nail strip
on 15132" plywood
FL29523.01: 032A1 100SL 1" nail strip
on 15132" plvwood
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 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 Ain
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 45°, or gable roof with slope between 20' and 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 less than 7°, hip roof with
max slope of 45°, or gable roof with slope between 20° and 45°
Have a mean Roof Height of 30 feet or less
FL29523.01:
032A1 100SL 1" nail strip
on 15132" plywood
FL29523.01:
032AI 100SL 1" nail strip
on 15/32" Plvwood
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 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
METALALLIANCE
A Value Added Supplier of Metals