HomeMy WebLinkAboutAPPROVED nail strip24ga 1.0" Nail Strip
24 gauge (min) 16" Nail Strip over 15/32" plywood
Florida Product Approval Number 17796.04-1112
Manufacturer:
Atlantic Metal II of Vero Beach, Inc
4310 45th Street, Vero Beach, FL
www.atianticmetal2.com
(772) 257-5730
A NT�C
ETAL H
of Vero Beach, Inc.
Metal Roofing Panels • Metal Roofing
Accessories • Custom Metal Fabrication
Product: Nail strip standing seam panel with nominal rib height of 1.0" and max panel width of 16".
Material: 24ga or thicker steel with yield strength of at least 50ksi, and corrosion resistance per FBC
1507.4.3.
Fastener: #10 x 1" pancake -style fastener, compliant with FBC 1506.6.
Substrate/Deck: Minimum 15/32" thick plywood.
Underlayment: Comply with FBC 1507.1.1 where required.
Slope: Comply with FBC 1507.4.2 where required.
Max. Allowable Loads & Installation Requirements:
Method A: 59.75psf I Install (1) #10 x 1" fastener in panel slot at 16"
O.C.
Method B: 101 psf I Install (1) #10 x 1" fastener in panel slot at 6.75"
o.c
Method C: 153.5psf I Install (1) #10 x 1" fastener in panel slot at
6.75" o.c AND (2) #10x1" eclipse head fastener in pan of panel at
12" o.c.
Factor of Safety of 2.0 applied to calculate allowable loads.
Compliance statement: This product as described has demonstrated compliance with Florida Building
Code 2020, Section 1504.3.2 (non-HVHZ), as required by Rule 61 G20-3, method 1 D
Evaluated By:
David Eng, PE
Timberlake Cove, LLC
3324 W Univ. Ave # 206, Gainesville FL 32607
PE Lic. No: 81377
0
\%Illlll/l,/
Q•. •��CENSF ,�i ��
David E Eng
2020.10.07 No. 81377
` 00:22:54+01'4:
CA Llc. No: 33344 This item has been digitally signed and
www.TimberLakeCove.com sealed by D.E. Eng, PE, on the date �0 '• STATE OF
indicated. Printed copies of this document �'�,c� '•. F�ORIDP.•'
are not considered signed and sealed and G
the signature must be verified on any S,S/ONAL
electronic copies l l l l l l l t\
Technical Documentation:
This product has been tested to the UL 580 standard by Force Engineering
(TST-5328), report 72-0314T-06. As referenced in FL 17796.04-R1
AJqT LII
of Vero Beach, Inc.
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 & Limitations: Design of deck and roof structure (to include deck attachment)
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. Installation shall be subject to the local building code and authority having
jurisdiction; this report shall not be construed to supersede local codes in force.
This report is limited to compliance with structural wind load requirements of FBC 1504.3.2,
as required by Rule 61 G20-3. 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 61 G20-
3, and makes no express or implied warranty regarding performance of this product.
Design Process: The load tables in this report provide several prescriptive options 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
Load Tables: 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 the manufacturer for further information, or consult a licensed design
professional.
f Y@
2 2 3
F>2
2
2 2 32 1 2
a 3 2 2 3
a
HIP ROOF GABLE ROOF a
.10% OF LEAST HOIZONTAL DIMENSION OR OAH, WHICHEVER IS SMALLER, BUT NOT
LESS THAN EITHER <%OF LEAST HORIZONTAL DIMENSION OR 3FT (0.9M).
OR AS DETERMINED BY DESIGN OR OTHER APPLICABLE COOS.
ROOF ZONES FOR GENERIC BUILDING
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 12:12
Have a mean Roof Height of 30 feet or less
a
a
AIWNT'C
-ETAL I I
of Vero Beach, Inc.
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.
See Note on previous page.
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 12:12
Have a mean Roof Height of 30 feet or less
FL17796.04: 24 a 1.0 Nail Strip on 15/32"
Plywood
FL17796.04: 24 a 1.0 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
B
B B
Zone 1: A
A
A
A
B
B B B
C
C
Zone 2: A
A
A
A
A
B B
B
B
C C
Zone 2: A
A
IM
B
B
C C-VC
NR
NR NR
Zone 3: A
A
A
A
B
B B
B
C
C C
Zone 3: B
B
B
B
C
C C R
NR
NR NR
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 12:12, or gable roof with slope between 4.4:12 & 12:12
max slope of 12:12, or gable roof with slope between 4.4:12 & 12:12
Have a mean Roof Height of 30 feet or less
Have a mean Roof Height of 30 feet or less
FL17796.04: 24 a 1.0 Nail Strip on 15/32" Plywood
FL17796.04: 24 a 1.0 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 B B
Zone 1: A A A A A B B B B C
Zone 2: A A A A A A B B B B B
Zone 2: A A A B B B C C C C NR
Zone 3: A A A A B B B B C C C
Zone 3: A B B B C C C C NR NR NR
METHOD A METHOD
B METHOD C
FEMALE LEG SNAPS
ONTO MALE LEG
#10 FASTENER, 16" O.C. MAX
NR: NOT RATED
FEMALE LEG SNAPS
ONTO MALE LEG
#10 FASTENER, 6.75" O.C. MAX
CONSULT DESIGN
PROFESSIONAL AS NEEDED
1.25" —0 1.25"--1
fMOFASTENER
FEMALE LEG SNAPS
ONTO MALE LEG
#10 FASTENER
(TYP), 12" O.0 MAX
. 6.75" O.C. MAX