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Product Approval Menu > Product or Apphwtion Search > Application List > APPlication Wtail
FL #
FL31652-PI
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 05/06/2029
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
FL31652 R1 COI 26ga 5V plywood.o f
Standilli[t%
TAS 100
TAS 125
UL 580
Year
1995
2003
2006
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12/17121, 12:48 PM 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
08/20/2020
10/13/2020
FL f I Model, Number or Name Description
31652.1 01: SOALLV SV Crimp 26ga SOALLV 5V Crimp panel from 26ga (min) on 15/32" (min)
plywood or 3/4" (min) wood plank
Umlts of Use
i Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-206
Other: 206psf with 12"-12" pattern @ 8" oc, 117.75psf @ 16"
Installation InstruWons
FL31652 R3 II 26 a 5V pywggdodf
Verified By: David Eng, PE 81377
Created by Independent Third Party: Yes
Evaluation Reports
FL31652 RI AE 26ga SV plvwood.odf
Created by Independent Third Party: Yes
31652.2 02: SOALLV 5V Crimp 032 Aluminum SOALLV 5V Crimp panel from nominal 0.032" aluminum or
thicker on 15/32' (min) plywood or 3/4" (min) wood plank
Limit of Use Installation Instructions
Approved for use in HVHZ: Yes FL31652 Rl II 32AI 5V olywood.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/-183.5 Evaluation Report
Other: 183.5psf with 12"-12" pattern @ 12" oc, 116.25psf @ FL31652 Rl AE 32AI 5V olywood.odf
16" oc Created by Independent Third Party: Yes
31652.3 03: 50ALLV SV Crimp 26ga
Limits oT Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-206
Other: 206psf with 12"-12' pattern @ 8" oc, 101psf @ 16" oc
SOALLV SV Crimp panel from 26ga (min) on 15/32" (min)
plywood or 3/4" (min) wood plank
Installation Instructions
FL31652 RI II 26ga 5V QI'ywood-nonHV V gg(
Verified By: David Eng, PE 81377
Created by Independent Third Party: Yes
Evaluation Report
FL31652 RI AE 26ga 5V-Rlywood-nondy±iL i11
Created by Independent Third Party: Yes
31652.4 04: SOALLV SV Crimp 032 Aluminum SOALLV SV Crimp panel from nominal 0.032" aluminum or
thicker on 15/32" (min) plywood or 3/4" (min) wood plank
Limits of Use Installation Instructions
Approved for use In HVHZ: No FL31652 R3 11 32AI 5V olvwood-nonHVHZ.o I
Approved for use outside HVHZ: Yes Verified By: David Eng, PE 81377
Impact Resistant: N/A Created by Independent Third Party: Yes
Design Prepuro: +N/A/-183.5 Evaluation Reports
Other. 183.Spsf with 12"-12" pattern @ 12" oc FL31652 RI AE 32AI 5V olvwood-nonHVHZ.odf
Created by Independent Third Party: Yes
31652.5 05: SOALLCOR Corrugated 26ga SOALLCOR 0.75" Corrugated panels from 26ga(min) on 2z4
(nom) battens
Units of Use
Installation Instructions
Approved for use in HVHZ: No
FL31652 R1 II 26ga 50AIICor battens-nonHVHZ odf
Approved for use outside ll Yes
Verified By: David Eng, PE 81377
Impact Resistant: N/A
Created by Independent Third Party: Yes
Design Pressure: +N/A/-161
Evaluation Reports
Other: 161psf with fastener every peak, 101psf with fastener
every other peak, battens @ 24"
FL31652 Rl AE 26ga SOAIICor battens-nonHVHZ pgf
I Created by Independent Third Party: Yes
31652.6 06: SOALLCOR Corrugated 26ga 50ALLCOR 0.75" Corrugated panels 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
FL31652 Rl II 26ga SOAIICor olywootl.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/-161
Evaluation Reports
Other: 161psf with fastener every other peak @ 12" oc, 101
FL31652 R1 AE 26ga SOAIICor plywood.odf
psf Cd 16"oc
Created by Independent Third Party: Yes
F]o
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12/17/21, 12:48 PM
Florida Building Code Online
Contact Os :: 2601 Blair Stoll Road Tallahassee FL 32399 phone: 850-487-1824
The State of Florida Is an AHEM employer. =tdaht d00y-2013 State of Florida.:: privacy, Statement :: Accessibility Statement :: Refund Statement
Under Mrida law, email addresses are public records. If you do not want your e-mall address released In response th a public -records request, do not send electronic
mall 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),
Fbrida Solutes, effective October 1, 2012, licensee 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 on be made available to the public. To determine If you are a Ihensee under Chapter 455, Es., please click �.
Product Approval Accepts:
Safe
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Ak
METALALLIANCE
A Value Added Supplier of Metals
26ga 5V Crimp Panels
26ga (min) 5V Crimp exposed fastener panel 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
Exposed fastener 5V-style panel with a 24" coverage and a nominal rib
height of 0.375"
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 1.5-inch fastener with sealing washer
Nominally 12"-12" fastener pattern
Fasteners 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.-Tlm_berLa ke COve.com
•
50ALLV
5V CRIMP 26GA
A\0..E:.
OP"•00ENSF ''•.
No. 81377
0 STATE OF G(y�
tORI
SS�DNA1-
10 1111111IIIN
David E Eng
;.� 2020.08.12
- - 07:44:57-04'00'
This item has been digitally signed and sealed
by D E. Eng, PE, on the date mdicated Printed
copies of this document are nor 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: #10 x 1.5" fasteners in_12"-12" pattern at 16"_o.c.. 117.75 PSF
Method B: #10 x 1.5" fasteners in 12"-12"_pa_tte rn. at 8"_a.c_: 20_6_PSF
A factor of safety of 2 has been applied.
Technical Documentation:
This product has been tested to the TAS 125 / UL 580 standard by Intertek Testing (TST-1527),
report J6368.19-450-44 RO and to TAS 100 under report J6368.06-450-44 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 ID.
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.
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.
—a
a
\2
2
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:
Zone 1 includes zones 1 and 1'
Zone 2 includes zones 2e, 2r, and 2n
Zone 3 includes zones 3e and 3r
2 1
I
3.
JaL-
2 _2 _..3.
1 1 2
_ f
2 2 a
2 2 3
1 1 2 }
2 2 3
HIP ROOF GABLE ROOF
so.a,usr,euw..0 oNENaw+oN o.. Vn,wNE�EN ie a!wleN e,n „m
a aHw eNrcw... allM* Nwrsox*a owlxsiw w x. max.
W YR.[PYKD IY CEBIW OR OlxlN NNI�G.VI! cCq
Combining these zones creates a clear, simple ROOF ZONES FOR GENERIC BUILDI
scheme, at the expense of some design efficiency.
Contact Metal Alliance Inc for further information,
or consult a licensed design professional.
METHOD A: 16" O.C. METHOD B: 8" O.C.
12" (NOM)
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 450
Have a mean Roof Height of 30 feet or less
I12" (NOM)�
T T —
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 gablelhip roof with max slope of 45x
Have a mean Roof Height of 30 feet or less
FL31652.01:
26
a 50ALLV on 15/32" plywood
FL31652.01:
26
a 50ALLV on 15/32" plVwood
Wind
105
110
120
130
140
150
160 170
180 190
200
110
120
130
140
150
160 170
180 190 200
Zone 1:
A
A
A
A
A
A
A A
A A
A
F2A
A
A
A
A
A
A A
A B B
Zone 2:
A
A
A
A
A
A
A A
A A
A
A
A
A
A
A
B B
8 B BZone
3:
A
A
A
A
A
A
A A
A B
B
A
A
A
A
B
B B
B
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 less than 7°, hip roof with
Have either a flat roof less than 7°, hip roof with
max slope of 45°, or gable roof with slope between 200 and 45°
max slope of 45°, or gable roof with slope between 20' and 45'
Have a mean Roof Height of 30 feet or less
Have a mean Roof Height of 30 feet or less
FL31652.01: 26 a 50ALLV on 15/32" plVwood
FL31652.01: 26 a 50ALLV on 15/32" plywood
110 120 130 140 150 160 170 180 190 200
Wind 105 110 120 130 140 150 160 170
180 190 200
A A A A A A A A A A
Zone 1: A A A A A A A A
A A B
A A A A A A A A A A
C2A
Zone 2: A A A A A A A B
B B B
A A A A A A A A A B
Zone 3: A A A A A B B B
B B„
METAULLIANCE
A Value Added Supplier of Metals