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TL ;R FL29523-1111 •
Application Type Revision
Code Version 2020
Apptication Status Approved
Comments
Archived
Product Manufacturer Metal Alllance Inc.
Address/Phone/Email 2120 SW Poma Dr.
Palm City, FL 34990
(844)638-2548
orders@rnetalailiance.com
Authorized Signature Tara Faulkner
orders@metalaIliance.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Metal Roofing s
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
FL29523 R1 COl 32AI 100SL plywood nonHVHZ.p[�f
Referenced Standard and Year (of Standard) Standard
TAS 100
TAS 125
uL 580
Equivalence of Product Standards
Certified By
Sections from the Code
Year
1995
2003
2006
https:l/floridabuilding,orglprlpr_app_dtl.aspx?param=wGEVXQwtDquDjJZOKCHOBeuJtRZVS4wAPLbCuLWfBsMgrM4sxtfrSA%3d%3d 113
3/16/22, 11:32 AM Florida Building Code Online
Product Approval Method Method 1 Option D
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
08/11/2020
08/13/2020
08/19/2020
10/13/2020
Summary of Products
FL # Model, Number or Name
29523.1 01: 100SL 1" Nailstrip 032 Aluminum
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
29523.2 02: 100SL 1" Nailstrlp 24ga
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
29523.3 03: 100SL 1" Nailstrip 26ga HVHZ
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: 176 psf @ 6" oc WITH sealant, 116 psf @ 6" oc without
sealant
29523A 04: 100SL i" Nailstrip 032 Aluminum
HVHZ
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: 175 psf @ 6" oc WITH sealant
29523.5 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
29523.6 06: 150SL 1.5" Nailstrip 032
Aluminum
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 WITH sealant
29523.7 07: 150SL 1.5" Nailstrip 032
Aluminum HVHZ
Description
100SL 1" Nallstrip panel from nominal 0.032" aluminum or
thicker on 15/32" (min) plywood or 3/4" (min) wood plank
Installation Instructions -
FL29523 Rl Il 32AI 100SL olywogd nonHVHZ.pd-f
Verified By: David Eng, PE 81377
Created by Independent Third Party: Yes
Evaluation Reports
FL29523 Rl AE 32AI 100SL gjywggd nonHVtJLRdf
Created by Independent Third Parry: Yes
100SL 1" Nailstrip panel from 24ga (min) on 15/32" (min)
plywood or 3/4" (min) wood plank
Installation Instructions
FL29523 RI II 24ga 1005E g)ywogd nonHVHZ.odf
Verified By: David Eng, PE 81377
Created by Independent Third Party: Yes
Evaluation Reports
FL29523 R1 AE 24ga 100SL plywood nonHVHZ. R2f
Created by Independent Third Party: Yes
100SL 1" Nailstrip panel from 26ga (min) on 15/32"
plywood or 3/4" (min) wood plank a
Installation Instructions
FL29523 R1 11 26ga 1005L oivwood.pQ
Verified By: David Eng, PE 81377
Created by Independent Third Party: Yes
Evaluation Reports
FL29523 Rl AE 26ga 1005L plyJdgg Pdf
Created by Independent Third Party: Yes
IOOSL 1" Nailstrip panel from nominal 0.032" aluminum or
thicker on 15/32" (min) plywood or 3/4" (min) wood plank
Installation Instructions
FL29523 Rl 11 32AI 1005E pjywood.odf
Verified By: David Eng, PE 81377
Created by Independent Third Party: Yes
Evaluation Reports
FJ29523 RI AF 32AI 100SL Rjywood.odf
Created by Independent Third Party: Yes
150SL 1.5" Nailstrlp panel from 24ga (min) on 15/32" (min)
plywood or 3/4" (min) wood plank
Installation Instructions
FL29523 RI II 24ga 150SL plywood nonHVHZ.ggf
Verified By: David Eng, PE 81377
Created by Independent Third Party: Yes
Evaluation Reports
FL29523 R1 AE 24ga 1505L *.wood nonHVHZ.odf
Created by Independent Third Party: Yes
150SL 1.5" Nailstip panel from nominal 0.032" aluminum or
thicker on 15/32" (min) plywood or 3/4" (min) wood plank
Installation Instructions
FL29523 RI 11 32AI 1505L pjywood aQadVHZ.rLdf
Verified By: David Eng, PE 81377
Created by Independent Third Party: Yes
Evaluation Reports
FL29523 RI AE 32AI ISUSL gjywgod nonHVHZ.odf
Created by Independent Third Party: Yes
I50SL 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
Installation Instructions
https://floridabuilding.orgtprfpr_app_ ti.aspx?pamm=wGEVXQwtDquDjJZOKCHOBeuJtRZVS4wAPLbCuLWfBsMgrM4sxtfrSA%3d%3d 2/3
3/16/22, 11:32 AM
Florida Building Code Online
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
29523.8 08: 150SL 1.5" Nailstrip 24ga HVHZ
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-112.5
Other: 112.5 @ 6" oc WITH sealant
FL29523 Rl 11 32AI 150SL I&Agood.pdf
Verified By: David Eng, PE 81377
Created by Independent Third Party: Yes
Evaluation Reports
FL29523 R1 AE 32AI 1505L plywoodj&f
Created by Independent Third Party: Yes
1505L 1.5" Nailstrip panel from 24ga (min) on 15/32" (min)
plywood or 3/4" (min) wood plank 1 19" coverage
Installation Instructions
FL29523 RI Il 24g13_1i0 aly_i➢4G.R9I
Verified By: David Eng, PE 81377
Created by Independent Third Party: Yes
Evaluation Reports
FL29523 Rl AE 24ga ISOSL pjywood,pgf
Created by Independent Third Party: Yes
Contact Us :: 2E01 Blair Stone Road Tallahassee FL 32399 Phone: 850-497-1824
The State at Florida Is an WEEO employer Cgpvriaht 2007.2D33 State of Florida :: Pi Statement :: Acressiblllly 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 decbanit
mail to this entity. Instead, contact Me office by phone or by traditional mall. If you have 8" questions, please contact 850.487.1395. 'pursuant to Section 455.27S(1),
Florida Statutes, effective October 1, 2012, iicamoes licensed under chapter 455, F.S. must provide Me Department with an email address If May have one. The emaiis
provided may be used tar official communication with Me licensee. However small addresses are public record. If you do net wish to supply a personal address, please
provide Me Department will an email address which can be made available to Me public. To determine If you are a Ilcensee under Chapter 455, F.s., please dick hem .
Product Approval Accepts:
®®®EI
Cirf-dit Gard
Safe
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AAL
METALALLIANCE
A Value Added Supplier of Metals
1" NailStrip 26ga Steel Panels
26ga (min) 1" Nail Strip over 15/32" (min) plywood
Metal Alliance, Inc
2120 SW Roma Dr I Palm City FL 34990
Produced by Metal Alliance's Network of Approved Regional Manufacturers
Product Description
Noilstrip, snaplock style panel with a 16" maximum panel width and a
nominal rib height of 1"
Product Material
26ga (min) steel
26g❑ 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 B1377 I FL CA 33344
www.TimberLakeCove.com
100SL•
1" NAILSTRIP 26GA
`\\\II II I III/
E'.. Fti
�. �\GENSF.ii
No. 81377 -_
- 0 STATE OF C(y411�
SS/
�N41 David E Eng
2020.08.12
07:12:16-04'00'
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
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: 410 x 1" fastener at 6" o.c. along nail strip: 116 PSF
Method B: 4110 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 ❑s 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 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. 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.
METALALLIANCE
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.
METHOD A
I I P,F E LEG
—=W FA1nl
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
a
a i 3 2 2 3
2 2
2
I
2 1 2 2 3 a l
2 2 3 l a
1
2
2 2
1 1
a 3 2 2 3 a
: 1
a RIP ROOF G t r ROOF dl
xR--1 IA,I .1i wr
ROOF ZONES FOR GENERIC BUILDING
METHOD B
` `�SEAIANTAP=I.IEI
"n51 11 t Ai ".
etc. PAStENE9
Al !. ,.
Use this load table for stniclures which meet the fallowmy cnlen.l
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 feel or less
FL29523.03: 26ga 100SL 1" nail strip on 15/32" Dlvwood FL29523.03: 26aa 100SL 1" nail strip on 15132" Dlvwood
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 B
Zone 2:
A
A
A
A
A
A
A
A
A
A
B
Zone 2:
A
A
A
A
A
A
B
B
B B
Zone 3:
A
A
A
A
A
A
A
A
A
B
B
Zone 3:
A
A
A
A
A
B
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 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
FL29523.03: 26aa 100SL 1" nail strip on 15/32" Dlvwood FL29523.03: 26aa 100SL 1" nail strip on 15/32" Dlvwood
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 B
Zone 2:
A
A
A
A
A
A
A
A
A
A
A
Zone 2:
A
A
A
A
A
A
A
B
B B B
Zone 3:
A
A
A
A
A
A
A
A
A
A
B
Zone 3:
A
A
A
A
A
B
B
B
B
METAULLIAHCE
A Value Added Supplier of Metals