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FL #
FL31652-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 05/06/2029
Validated By lames 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 prywood.pdf
Standard
TAS 100
TAS 125
UL 580
Year
1995
2003
2006
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1/11/2021 Florida Building Code Online
Product Approval Method Method 1 Option D
Date Submitted
08/11/2020
Date Validated
08/13/2020
Date Pending FBC Approval
08/20/2020
Date Approved
10/13/2020
Summary of Products
FL # Model, Number or Name Description
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL31652 R1 II 269a 5V 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/-206 Evaluation Reports
other: 206psf with 12"-12" pattern @ 8" oc, 117.75pSf @ 16" FL31652 R1 AE 269a 5V plywo .pdf
Created by Independent Third Party: Yes
02: 50ALLV 5V Crimp 032 Aluminum 150ALLV 5V Crimp panel from nominal 0.032" aluminum or
thicker on 15132" (min) plywood or 3/4" (min) wood plank
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FI.31652 R1 II 32AI 5V plywood.pdf
Approved for use outside HVHZ: Yes Verified By: David Eng, PE 81377
Impact Resistant: N/A Created by Independent Third Parry: Yes
Design Pressure: +N/A/-183.5 Evaluation Reports
Other: 183.5psf with 12"-12" pattern @ 12" oc, 116.25psf @ FL31652 RJR, AE 32AI 5V plywood.odf
16" oc Created by Independent Third Party: Yes
31652.3 03: 50ALLV 5V Crimp 26ga 50ALLV 5V Crimp panel from 26ga (min) on 1S/32" (min)
plywood or 3/4" (min) wood plank
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL31652 R1 II 26ga 5V plywood- 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/-206 Evaluation Reports
Other: 206psf with 12"-12" pattern @ 8" oc, 101psf @ 16" oc FL31652 R1 AE 26ga 5V plywood-nonHVHZ.pd
Created by Independent Third Party: Yes
31652.4 04: 50ALLV 5V Crimp 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/-183.5
Other: 183.5psf with 12"-12" pattern @ 12" oc
50ALLV 5V Crimp panel from nominal 0.032" aluminum or
thicker on 15/32" (min) plywood or 3/4" (min) wood plank
Installation Instructions
FL31652 R1 II 32AI 5V plywood- nonHVHZ.pdf
Verified By: David Eng, PE 81377
Created by Independent Third Party: Yes
Evaluation Reports
FL31652 R1 AE 32AI 5V plywood-nonHVHZ.pdf
Created by Independent Third Party: Yes
131652.5 05: 50ALLCOR Corrugated 26ga
50ALLCOR 0.75" Corrugated panels from 26ga(min) on 2x4
(nom) battens
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL31652 R1 Il 26ga 50AIICor battens -non HVHZ.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 peak, 101psf with fastener
FL31652 R1 AE 26ga 50AIlCor battens-nonHVHZ.W
every other peak, battens @ 24"
Created by Independent Third Party: Yes
31652.E 06: 50ALLCOR Corrugated 26ga
50ALLCOR 0.75" Corrugated panels from 26ga(min) on 15/32"
it
(min) plywood or 314" (min) wood plank
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL31652 R1 11 26ga 50AIICor plywood.DgJf
I 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 Rl AE 26ga 50AIICor plywood.odf
psf @ 16"oc
Created by Independent Third Party: Yes
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i►II5P114PAi
Florida Building Code Online
Contact U :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-467-1824
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mall to this entity. Snstead, contact the office by phone or by traditional mail. tf you have any questions, please contact 850.487.1395. "Pursuant to Section 455.275(1),
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Product Approval Accepts:
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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 5W 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 61377 1 FL CA 33344
www.TimberLakeCove.com
,`1141111+7r�/,
OP 4%GENSE C
No.81377 -_
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_PS17
Method S. #10_x. 1.5" fasteners in 12"-12"-Pottern at 8'o.c-.206 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 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) shop 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.
METAULLIANCE
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.
-a
i
t
i
2
2
3
a
2
1
1
2
2
2
2
3
a
2
1
2
2
3
--T a
2
1
1
2
2
t 1
a 3 - - -� -3 a
- a HIP RDOF GABLE ROOF — a —
LESS
n• ❑c LEAST NOIZONTILL OR.ENSR OP 0 N M14CIIE-AR IS S4 UEP N JT W.`T
fHW EitwER �� nF LtrST Pcwrtixl T.4 tlIF,IENSM]N OR TFt ,0 rbV
OR A9 OETEWmEP OT tlE51G1% OR OTNKR JWPLKAaa COPE
ROOF ZONES FOR GENERIC BUILDING
METHOD A: 18" O.C. METHOD B: 8" O.C.
i-12" (NOM
-T-
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 45°
Have a mean Roof Height of 30 feet or less
12" (NOM)
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 45°
Have a mean Roof Height of 30 feet or less
FL31652.01: 26
a 50ALLV on 15132" plywood
FL31652.01: 26
a 50ALLV 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
AAAAAA
AAA
A
Zane 1:
A
A
A
A
A
A
A
A A B B
Zone 2:
A
A
A
A
A
A
A A
A A
A
Zone 2:
A
A
A
A
A
A
B
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 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 45n, or gable roof with slope between 20'
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 15132" plywood
FL31652.01: 26 a 50ALLV 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
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 B
A
AA&
METAULLIANCE
A Value Added Supplier of Metals