HomeMy WebLinkAboutReif Metal PAMETALALLIANCE _
A Value Added Supplier of Metals � ` M_
1" NallStrip 24ga Steel Panels
24ga (min) 1" Nail Strip 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
Noilstrip, snoplock 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
1" NAILSTRIP 24GA
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No.81377
0 STATE OF ((��
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DAvid E Eng
may- 2020.08.10
18:45:33-04'00'
This item 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.
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
,76368.05-450-44 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.
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 FSC 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.
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
a: i(I". OF LEAST HO12ONTAL DIMENSION OR OAh. WHICHEVER IS SMALE FR, RUT NOT
LESS THAN EITHER.1%OF LEAST HOR12ONTAL DIMENSION OR 3" M 9MI.
OR AS CETERMINED BY DESIGN OR OTHER A PLICARI E CODE.
ROOF ZONES FOR GENERIC BUILDING
FENIALE LEG SNAPS
ONTO NIALE LEG
#10 FASTENER
ATE"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 450
Have a mean Roof Height of 30 feet or less
a
FL29523.02: 24ga 100SL 1" nail strip on 15132" plywood FL29523.02: 24ga_1_.00SL 1" nail strip on 15/32" Dlvwood
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:
AAA
AAAAA
AAA
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:
AAA
AAAAA
AAA
Zone 3:
A
A
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 7°, hip roof with
max slope of 45°, 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 450, or gable roof with slope between 20' and 45'
Have a mean Roof Height of 30 feet or less
FL29523.02: 24cla 100SL 1" nail strip
on 15/32" Plywood
FL29523.02: 24
a 1005L 1" 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 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
METAULLIANCL
A Value Added Supplier of Metals