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Product AQproval Menq > Product or Application Search > ARphot,on USr > Application Detail
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 04122/2030
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 2lywood nonHVHZ.Rdf_
Standard
Year
TAS 100
1995
TAS 125
2003
UL 580
2006
https:lModdabuilding.orglprlpr_app_dll.aspx?param=wGEVXQwtDquDjJZOKCHOBeuJtRZVS4wAPLbCuLWf8sMgrM4sxtfrSA%3d%3d 113
11/1821, 10:13 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
O8/1912020
10/13/2020
FL i I Model, Number or Name Description
29523.1 01: 100SL 1" Nallstrip 032 Aluminum 100SL 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
29523.2 1 02: 100SL 1" Nallstrip 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
Installation Instructions
FL29523 RI II 32AI 10051 plywood nonHVHZ.p9f
Verified By: David Eng, PE 81377
Created by Independent Third Party: Yes
Evaluation Reports
FL29523 Rl AE 32AI 100SL Plywood nonHVH2.pdf
Created by Independent Third Party: Yes
100SL 1" Nallstrip panel from 249a (min) on 15/32" (min)
plywood or 3/4" (min) wood plank
Installation Instructions
FL29523 RI II 24ga 100SL *.wood nonHVHZ.odf
Verified By: David Eng, PE 81377
Created by Independent Third Party: Yes
Evaluation Reports
FL29523 Rl AE 24ga 100SL plywood 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 Rl 11 26ga 1005E olyypggg,of
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 plywoPd.otlf
sealant
Created by Independent Third Party: Yes
29523.4 04: IOOSL 1" Nallstrip 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
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 O5: 1505L 1.5" Nallatrip 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: 1505L 1.5' Nallstrip 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
r
i 29523.7 07: 1505E 1.5" Nallstrip 032
Aluminum HVHZ
Limits of Use
Installation Instructions
FL29523 Rl II 32AI IOOSL plywood off
Verified By: David Eng, PE 81377
Created by Independent Third Party: Yes
Evaluation Reports
FL29523 RI AE 32AI 1005E olywood.odf
Created by Independent Third Party: Yes
150SL 1.5' Nallstrip panel from 249a (min) on 15/32' (min)
plywood or 3/4" (min) wood plank
Installation Instructions
FL29523 R1 II 24ga 1505E Plywood nonHVHZ.pdf
Verified By: David Eng, PE 81377
Created by Independent Third Party: Yes
Evaluation Reports
FL29523 RI AE 24ga 1505L olvwood nonHVHZpdf
Created by Independent Third Party: Yes
1505L 1.5" Nallstrip panel from nominal 0.032" aluminum or
thicker on 15/32" (min) plywood or 3/4" (min) wood plank
Installation Instructions
FL29523 RI II 32AI 150SL plywood nonHVHZ.p4
Verified By: David Eng, PE 81377
Created by Independent Third Party: Yes
Evaluation Reports
FL29523 RI AE 32AI 1505L oJywood ngnHVHZ Pdf
Created by Independent Third Party: Yes
1505L 1.5" Nallstrip panel from nominal 0.032" aluminum or
thicker on 15/32" (min) plywood or 3/4" (min) wood plank I
19" coverage
Installation Instructions
https:/Moridabuilding.orglprlpr_app_d8.aspxTparem--.vGEVXUMDquDJJZOKCHOBeuJU3ZVS4wAPLbCuLWfesMgrM4sxtfrSA % 3d%3d
2/3
11/18/21. 10:13 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 0 6" oc WITH sealant
FL29523 RI 11 32AI 150SL olywood.odf
Verified By: David Eng, PE 81377
Created by Independent Third Party: Yes
Evaluation Reports
FL29523 R1 AE 32AI 150SL olywood.odf
Created by Independent Third Party: Yes
29523.8 08: 150SL 1.5" Nailstrip 24ga HVHZ 1505L 1.5' Nailstrip panel from 24ga (min) on 15/32' (min)
plywood or 3/4" (min) wood plank I ig" coverage
cimib 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
Contact us :: 2601 Blair Some Road
The State of Florida Is an AFIEEO employer. CooMaht 2007-2013 5tab
Installation Instructions
Verified By: David Eng, PE 81377
Created by Independent Third Party: Yes
Evaluation Reports
FL29523 Rl AE 24ga 150SL Dly3y q.;Lpdt
Created by Independent Third Party: Yes
Under Florida law, email addresses are public recartls. If you do not want your e-mail address released In response W a public -records request, do not send electronic
mall ts this entity. Instead, Contact me office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. "pursuam to Section 455.275(1),
Florida Statutes, ¢Reactive October 1, 2012, licensees licensed under chapter 455, F.S. must provide the Department with an email address if they have one. The smalls
provided may he used for official communication with the licensee. flowever email addresses are public record. If you do not wish to supply a personal address, please
provide the Department win an email address which can be made available fo Me public. To determine If you are a licensee under chapter 455, F.S., please dick bI
Prowl Approval Accepts:
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Credit Card
Safe
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Ak
METALALLIANCE
A Value Added Supplier of Metals
1.5" NailStrip 24ga Steel Panels
24ga (min) 1.5" 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 15" maximum panel width and a
nominal rib height of 1.5"
Product Material
24ga (min) steel
24ga is nominally 0.0239" 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 „tlllllfiii
3324 W Univ Ave #206 1 Gainesville FL �D E.
FL PE 81377 1 FL CA 33344 \ QP'\tGENSP C
www.TimberLakeCove.com
No. 81377
0 STATE OF �Z11
41
09Vid E Eng
15 0 S L - T 2020.08.10
19:18:07-04'00'
This item has been digitally signed and sealed
1.51' NAI LSTR I P 24GA by D E Eng. PE on the date indicated Primed
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 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 of 6"_o._c._along nail strip WITH_. sealant:. 153,5 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
J6368.12-450-44 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.
METALALLIANCE
A Value Added Supplier of Metals
Instructions: i a
Select the appropriate load table that applies to e 3
the structure in question. a
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 a
standard zones 1-2-3: 1
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
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
2 —. - _z_ -
2 1 1 2
2
1
2 2 3 2 1 a
2 2 3 � a
1 1 2
2
3 3 2 .3�
— a — HIP ROOF GABLE ROOF — a —
N �NENSPw vNa,n ,n,WNEVER i55WLLEP PUTNCT
WN OTA..1 (Y 1EAS1.0 CNTAL p.E .TA 61'n.P
iw i5 CY [reM�N� B� OLu,h •w..THP u'n,•CVN! cWt
ROOF ZONES FOR GENERIC BUILDING
— FEMALE LEG SNAPS
ONTO MALE LEG
SEALANT APPLIED TO
BOTH SIDES
•10 FASTENER
AT 6"OC
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
FL29523.05: 24aa 150SL 1.5" nail strip on 15/32" Dlvwood FL29523.05: 24aa 150SL 1.5" nail strip 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 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
Zone 3:
A
A
A
A
A
A
A
A
A
A A
Zone 3:
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 45P, 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 45P, or gable roof with slope between 20° and 45°
Have a mean Roof Height of 30 feet or less
FL29523.05: 24aa 150SL 1.5" nail strip on 15/32" plywood FL29523.05: 24ga 150SL 1.5" nail strip on 15/32" 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 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
Zone 3:
A
A
A
A
A
A
A
A
A
A
A
Zone 3:
A
A
A
A
A
A
A
A
u
METALALLIANCE
,9
A Value Added Supplier of Metals I