HomeMy WebLinkAboutAPPROVED product approvalFL 38763.02
10877 NW 33RD ST I DORAL, FL 33172
.,$ 786.-349-4009
rr Mechanical standing seam panel with 16" maximum coverage and a nominal rib height of 1.5"
y' 24ga (min) steel Corrosion resistant per FBC 1507.4.3 where required
CAStC— ler,.
jll�� #10 x 1-inch pancake style fastener, 2 per clip Compliant with FBC 1506.6 where required.
Substrate/Deco,
Ws I • 111RWA ••• 1 • • I. 11111111 I N IC • t
Wa MethocLA: 901 seam & (2) #10 x 1" fasteners per clip with clips at 24" o_c_- 96 PSF
Method B: 90' seam & (2) #10 x 1" fasteners per clip with clips at 6" o_c_: 176 PSF
Pr
nc�'
7
A factor of safety of 2 has been applied.
METHOD A
90" SEAM
«� CLIP WITH 2" BASE @
24" O.C.
1l � (2) 00 FASTENERS
PER CLIP
24ga. 2" long fixed clip
METHOD B
90" SEAM
CLIP WITH 2" BASE @
6' D.C.
'-- (2) 910 FASTENERS
PER CLIP
David Eng, PE j Timberlake Cove, LLC 1 1317 Edgewater Dr Ste 2339 Orlando FL
FL PE 81377 1 FL CA 33344 1 , % 11 ,
Digitally $igned by Dawd E Eng
u� Contaes Into,
d vid.eiig9timberlakeceve.00m
Date: 2021,06.02 14:49:46-04'00'
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
04'•��cEtus� • �'G' '
IVo.81377
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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.
Technical Documentation:
This product has been tested to the following standards by Intertek Testing (TST 1527):
• TAS 125-03 & UL580/UL1897: report L2072.01-450-18 RO
• TAS 100-95: report L2072.02-450-18 RO
Compliance Statement:
This product as described has demonstrated compliance with Florida Building Code 2020,
1504.3.2 (non-E VEW and 1518.9.1/1523.6.5.2.4 (HVHZ), as required by FL Rule 61G20-3, method
1D; subject to the exclusions/limitations noted below.
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.
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 some 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 weathering/salt 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
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.
CO.®STiSL 2
MET®L
METHOD A METHOD B
80' SEAM 90' SEAM
CLIP WITH 2' BASE ® 11 CLIP WITH 2' BASE (�
" O.C. 6'O.C.
(2) #10 FASTENERS (2) #10 FASTENERS
PER CLIP PER CLIP
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 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.
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, andthesg
load tables can be Ignored_
If the required design loads are NOT known, then the appropriate
load table here may be used.
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\ 2 2 3 a
2 2 3
P 1 1 21
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a 3 _ _� 3 _ a
a 4 HIP ROOF GABLE ROOF a
•'. �0%Oi L@AST NW.T. GMEN51b, O OM, WlIIGIPYC,1,9 SM 6.,BVT NOt
LE89TXAN EITHER 940i LEPST NOR20NfAL04EHW. q VT IOW
0R49 G:TETiMW W By pESIGH ON OTXEP PPR,LRBI.E C(bE
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 45°
Have a mean Roof Height of 30 feet or less
FL38763.02: 24na 15OMS on 15/32" plywood
105 110 120 130 140 150 160 170
180 190
200
A A A A A A A A
Fne
A A
A
A A A A A A A A
B B
B
A A A A A A '" B
B 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 7', hip roof with
max slope of 45", or gable roof with slope between 200 and 450
Have a mean Roof Height of 30 feet or less
FL38763.02: 24aa 15OMS on 15132" plywood
Wind
105
110
120
130
140
150
160
170
180
190
200
Zonal:
A
A
A
A
A
A
A
A
A
A
A
Zone 2:
A
A
A
A
A
A
A
A
A
B
B
Zone 3:
A
A
A
A
A
A
A
B
B
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, or gable/hip roof with max slope of 460
Have a mean Roof Height of 30 feet or less
FL38763.02: 24aa 15OMS on 15/32" plywood
Wind
105
110
120
130
140
150
160
170 180 190 200
Zone 1:
A
A
A
A
A
A
A
B B B B
Zone 2:
A
A
A
A
B
B
B
B BB
Zone 3:
A
A
A
B
B
B
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 450, or gable roof with slope between 200 and 45°
Have a mean Roof Height of 30 feet or less
FL38763.02: 24aa 150MS on 15/32" plywood
Wind
105
110
120
130
140
150
160
170
180 190 200
Zone 1:
A
A
A
A
A
A
A
B
B 8 B
Zone 2:
A
A
A
A
A
B
B
B
B B B
Zone 3:
A
A
A
B
B
B
B
8
B
r
/�ST/�L 3
MET/&L