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FL # FU9523-RS
Application Type Revision
Code Version 2020
Application Status Approved
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Florida Engineer or Architect Name who developed
the Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Metal Alliance Inc.
2120 SW Poma Dr.
Palm City, FL 34990
J 4444) 638-254_Q
orders@metalalliance.com
Tara Faulkner
orders@metalalliance.com
Roofing
Metal Roofing
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
David Eng
PE-81377
Keystone Certifications, Inc.
04/22/2030
James R Wally, PE
Validation Checklist - Hardcopy Received
FL29523 RI COI 32AI 1005L_plywood nonHVHZ.pdf
Standard
Year
TAS 100
1995
TAS 125
2003
UL580
2006
Ilps:fjfloridabuilding.orgjprlpr_app_dtl.aspx?param=wGEVXQwtDquDIJZOKCH08euJlR2VS4wAPLbCuLWfBsMgrM4sxtfrSA%3d%3d 4115121, 1:31 PM
Page 1 of 3
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
Method 1 Option D
08/11/2020
08/13/2020
08/19/2020
10/13/2020
FL s Modelr Number or Name
Description
29523.1 01: 100SL I" Nailstrip 032
100SL 1" Nailstrip 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-ll_32AI 1005E olvwood nonHVHZ.odf
Verified By: David Eng, PE 81377
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-168.5
Created by Independent Third Party: Yes
Evaluation Reports
Other: 168.5 psf @ 6" oc
FL29523 1 AE 32AI 100-1 plywood nonHVHZ.odf
Created by Independent Third Party: Yes
29523.2 02: 100SL 1" Nallstrip 24ga
100SL 1" Nallstrip panel from 24ga (min) on 15/32" (min)
plywood or 3/4" (min) wood plank
Installation Instructions
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
FL29523 R1 11_24aa 100SL plywood nonHVHZ odf
Verified By: David Eng, PE 81377
Impact Resistant: N/A
Created by Independent Third Party: Yes
Design Pressure: +N/A/-206
Evaluation Reports
Other: 206 psf @ 6 " oc
FL29523 Rl AE 24ga 1005L plywood nonHVHZ odf
Created by Independent Third Party: Yes
29523.3
03: 100SL 1" Nailstrip 269a HVHZ
IOOSL 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
Approved for use outside HVHZ: Yes
FL29523_R1 II 26ga 1005E olvwood odf
Verified By: David Eng, PE 81377
Impact Resistant: N/A
Design Pressure: +N/A/-176
Created by Independent Third Party: Yes
Evaluation Reports
Other: 176 psf @ 6" oc WITH sealant, 116 psf D 6" oc
FL29523 R3 AE 26ga 100SL olvwood odf
without sealant
Created by Independent Third Party: Yes
29523.4 04: 100SL 1" Nallstrip 032
100SL 1" Nailstrip panel from nominal 0.032" aluminum or
Aluminum HVHZ
thicker on 15/32" (min) plywood or 3/4" (min) wood plank
Installation Instructions
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
FL29523 R1_II 32AI 1005L plywood-12
Verified By: David Eng, PE 81377
Impact Resistant: N/A
Design Pressure: +N/A/-175
Created by Independent Third Party: Yes
Evaluation Reports
Other: 175 psf @ 6" oc WITH sealant
FL29523 RI AE 32AI 1005L plywood odf
Created by Independent Third Party: Yes
29523.5
_
05: 150SL 1.5" Nallstrip 24ga
150SL 1.5" Nailstrip panel from 24ga (min) on 15/32" (min)
plywood or 3/4" (min) wood plank
Limns of Use
Installation Instructions
Approved for use in HVHZ: No
FIFI 29529 Ri II 24ga 1505E olvwood nonHVHZ odf
Approved for use outside HVHZ; Yes
Impact Resistant: N/A
Design Pressure: +N/A/-153.5
Other: 153.5 psf @ 6" oc WITH sealant
Verified By: David Eng, PE 81377
Created by Independent Third Party: Yes
Evaluation Reports
FL29523 R1 AE 24oa_15051plywood nonHVHZ ndf
Created by Independent Third Party: Yes
29523.6
06: 150SL 1.5" Nailstrip 032
Aluminum
150SL 1.5" Nallstrip panel from nominal 0.032" aluminum or
thicker on 15/32" (min) plywood or 3/4" (min) wood plank
Limits of Use Installation Instructions
h11p5:pf1ondanu0dir;q,pr9/Dr/pr_a Dp dtl.aspaloaram_wGEVXOw1DquDIJZOKCHOB: ',I4,x1frSA%3d%3d 4j15,1 1.31 FU
Page 2 of 3
A&
METALALLIANCL
A Value Added Supplier of Metals
1" NailStrip 24ga Steel Panels
24ga (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
Nailstrip, snaplock style panel with a 16" maximum panel width and a
nominal rib height of 1"
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
3324 W Univ Ave #206 1 Gainesville FL
FL PE 81377 1 FL CA 33344
www.TimberLakeCove.com
���llnlliri
Qp`.•�`CENS,F
No. 81377
Pj
100SL
FL29523.02-R1
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- 206 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
J6368.05-450-44 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.
METALALLIANLt
A Value Added Supplier of Metals
100SL
FL29523.02-R1
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.
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 gable/hlp roof with max slope of 46°
Have either a flat roof, or gable/hip 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
FL29623.02: 24aa 100SL 1" nail strip on 16/32" plywood
FL29623.02: 24 a 100SL 1" nail strip on 16/32" olvwood
Wind 106 110 120 130 140 150 160 170 180 190 200
Wind 106 110 120 130 140 160 160 170 180 190 200
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 I
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 A
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 20° and 46°
max slope of 46°, or gable roof with slope between 200 and 450
Have a mean Roof Height of 30 feet or less
Have a mean Roof Height of 30 feet or less
FL29523.02: 24na 100SL 1" nail strip on 16/32" P1 ood
FL29623.02: 24 a 100SL 1" nail strip on 15/32" 1 ood
Wind 105 110 120 130 140 160 160 170 180 190 200
Wind 106 110 120 130 140 150 160 170 180 190 200
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 A A
5 A&
METALALLIANCE
-f _ A Value Added Supplier of Metals
r
METALALLIANCE
A Value Added Supplier of Metals
1" NailStrip 24ga Steel Panels
24ga (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
Nailstrip, snoplock style panel with a 16" maximum panel width and a
nominal rib height of 1"
Product Material
24ga (min) steel
249a 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
3324 W Univ Ave #206 1 Gainesville FL
FL PE 81377 1 FL CA 33344
www.TimberLakeCove.com
100S L•
l" NAI LSTRI P 24GA
�tiin Ilt,,,�
� Q •'•�1GENSR '•.�i
No. 81377
.� 41
STATE OF ���
David E Eng
�- 2020.08.10
18:45:33-04'00'
This Rem 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.
100SL
FL29523.02-R1
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 206 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
J6368.05-450-44 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.
01 METAULLIANCE
A Value Added Supplier of Metals
100SL
FL29523.02-R1
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.
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
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 460
Have a mean Roof Height of 30 feet or less
FL29523.02: 24aa 100SL 1" nail strip on 16/32" plywood FL29523.02: 24ga 100SL 1" nail strip on 15/32" plywood
Wind 105 110 120 130 140 160 160 170 180 190 200 Wind 105 110 120 130 140 160 160 170 180 190 200
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 A
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 70, 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 450
max slope of 46°, or gable roof with slope between 20' and 46°
Have a mean Roof Height of 30 feet or less
Have a mean Roof Height of 30 feet or less
FL29523.02: 24ga 100SL V nail strip on 15/32" Plywood
FL29623.02: 24ga 100SL 1" nail strip on 16132" pi od
Wind 106 110 120 130 140 160 160 170 180 190 200
Wind 106 110 120 130 140 160 160 170 180 190 200
Zone 1: A A A A A A A A A A A
Zane 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
Zane 3: A A A A A A A A A A
METAL ALLIANCE
A Value Added Supplier of Metals