HomeMy WebLinkAboutPRODUCT APPROVAL - NAILSTRIP PANEL14
INTEGRITY METALS
Architectural Fabrication
M 1 DOFF
26ga (min) 16" wide (max) nailstrip panel over 15/32"
plywood
Ate%
Product Description: Nailstrip panel with 16" maximum panel width, and nominal rib height of 1
Product Material: 26ga (min) steel. Corrosion resistance per FBC 1507.4.3 where required.
Fastener: #10 x 1" low profile fastener. Larger diameter and longer length fasteners are acceptable. Stainless fasteners are
acceptable. 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).
Max. Allowable Loads & Installation Reauirements:
Method A:18.5 psf I Install fasteners every other hole ({10" o.c.)
Method 13:108.5 psf I Use self -adhering underlayment and install fasteners every hole (±5l
Factor of Safety of 2.0 applied to calculate allowable loads.
METHOD A
FEMALE LEG SNAPS
ONTO MALE LEG
#10FASTENER
EVER OTHER
HOLE (t 10- O.C. }
Evaluated By: David Frig, PE I Timberlake Cove, LLC
1311 Edgewater Dr Ste 2339 1 Orlando FL
PE Lic. No: 81377 1 CA Lic. No: 33344
wwwJim berLakeCove, com
METHOD B
FEMALE LEG SNAPS
` ONTO MALE LEG
PANEL INSTALLED OVER
SELF -ADHERING UN(3ERLAYMENT
#10FASTENER
EVERY HOLE
(t50,C }
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� OP' • 1GENS NC ,
Digitally signed by David E Eng
��V}���) ;✓� contact In,.:No. 81377
"b L david.Bnp@bmrbertakecave.mm v
Date: 2081.06,0816:40-10-04'00'
This item has been digitally signed and41
r 7S
sealed by p_E Eng. PE. on the date �0 '• STATE OF 4 -
indicated Printed copies of this document T • •• RZOFi1DP{�N
are not considered signed and sealed and
the signature must be verified on any i S/ANAL
electronic copies /�/ % r r r l# r k W\
Compliance Statement:
This product as described has demonstrated compliance with Florida Building Code 2020,1504.3.2 (non-HVHZ) as required by FL Rule
61 G20-3, method 1 D; subject to the exclusions/limitations noted below.
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.
Panel Accessories: The manufacturer does not require the use of closures, sealants, butyl, or other similar accessories between bottom edge
of panel and drip edge, or in other locations. The use of closures and sealants may be advisable in some cases, however that decision is the
discretion of the project owner and the installer.
Technical Documentation:
This product has been tested to the following standards by now Intertek Testing (TST 1527).
• UL5801UL1897: report 17726.05-450-44 (used with permission) and K4846.01-450-44.
Design Process:
Compare the maximum allowable loads on page 1 to the ASD uplift pressures for the project to determine sufficiency and installation
requirements.
Alternatively, as an option, 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 toads 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 and 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.
Certification of Independence:
David Eng, PE and Timberlake Cove, LLC do not have, nor will they acquire a financial interest in any company manufacturing or distributing products
under this evaluation. The same entities do not have, nor will they acquire, a financial interest in any other entity involved in the approval or testing
process of the product.
Exclusions and 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 weatheringlsatt spray is outside the scope of this
evaluation. Static water leakage 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 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.
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 fee It or less
FL28113.1: 26ga IM10OFF on 15/32" otvwood
Wind 120
130
140
150
160
170
180 190 200
Zone 1: A
A
A
A
A
A
A A
Zone 2: A
A
A
A
A
B
B B_,
Zone 3: A
A
A
A
B
B ..
Use this load table for structures which meet the following criteria:
Are located in Exposure B area
Have either a flat roof less than 7B, hip roof with
max slope of 458, or gable roof with slope between 20' and 45'
Have a mean roof height of 30 feet or less
FL28113.1: 26ga IM10OFF on 15132" DNwood
Wind
120
130
140
150
160
170
180 190 200
Zone 1:
A
A
A
A
A
A
A A A
Zone 2:
A
A
A
A
A
A
B B B
Zone 3:
A
A
A
A
B
B
B
Use this bad fable 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
Ff28113.1: 26ga IM100FF on 15132" DNwood
Wind 120 130 140 150 160 170 180 190 200
Zone 1: A A A A
Zone 2: A B B
Zone 3: B B
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 70, hip roof with
max slope of 46, or gable roof with slope between 20' and 45°
Flave a mean roof height of 30 feet or less
FL28113.1: 26ga IM10CFF on 15/32" Dtvwood
Wind 120 130 140 150 160 110 180 190J2O0
Zone 1: A A A A A B
Zone 2: A A B B. B
Zone 3: A B
OPTIONAL ENGINEERING LOAD TABLES
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 adapt 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.
Application:
There are conservative assumptions used in combining scenarios for these load tables for cases
when the required design load is unknown. The maximum allowable loads for this product are
shown on page 1 of this approval. If the required allowable design loads are known, and the
required design loads are less than the allowable load of the product, then the product is
sufficient for use, and these optional load tables can be ignored.
If the required design loads are NOT known, then the appropriate load table here may be used.
These optional load tables are subordinate to the max allowable loads shown on page 1(they are
merely one conservative application of those loads). In no case shall these load tables be
interpreted to restrict the application of this product more than the max allowable loads shown on
page 1. The max allowable loads shown on page 1 are the controlling design data far this product
NOT these optional load tables.
•:1p%OF LEAST NOiIpfIM1LOI.YFNSgNOR Bin. WNICXEVEfl RSYLLLEP.BVI Eqi
LESS XTRNHWD B OGLEBSTI p0.QONTAL IM LEOMg1
IXi PS OEiEWMNEO BY BESIQ! Oli OTXE0.MPLILTBLE GCOE.
ROOF ZONES FOR GENERIC BUILDING
a
t
a