HomeMy WebLinkAboutENGINEERING SUBMITTALEngineering Submittal
Steel Fabrication Shop Drawing
February 22, 2018
Design Parameters:
FBC 2017 Residential
Live: 801b psf
Dead: 351b psf
Railing: 501b plf/200 lb Point
Torsional: 6001b @ End of Tread
Job Name & Location:
Klass Residence
Saint Lucie County, FL
Sr, Lucie County
BENCHMARK EEEINEERM6
Of THE TREASURE COAST LLC.
806 Delaware Ave. (772) 267-1399
Fort Pierce, FL 34946 benchmarkengineeringtc@gmail.com
SCANNED
BY
St. Lucie Countv
Bowdoin G. Hutchinson P.E.
FL#P.E. 70878
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Tread from solid oak: 11. deeg.x,42" across x'2" thick
secured.to tread mount using;3ilO lag into,pre drilled .tread
in four locations each
Tread riser, tread mount, lower mount, and upper' mount will be"welded
using ERZOs'wire around entire',part fitment
lower mount sercured to existing slab with four
.625x 6- tapcon or equivalent:
Top, mounting'plate will be secured to new beam
`(installed by others),With eight .500": bolts
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I910
using.a through bolt configuration. `o�1yc,. _
Rise and tread will be
MSO-x 11.50' hetyti�?
Tread
Post
Railing will be a s s cable. construction using . 3„
5M s stable. 10;cables equally spaced over
'the36, height.
Railing top cap to be,oak with ;afinished,height of'4O'
Top mount
9
2x2x25o post
6061 't6 aluminum
spaced every 48"'
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360 bott
and'nut z4`
0 .750- typ 0 —L 8.00
a Top.view
Top view g of tread `riser stub from
Lower mount plate g 4x8x.250 rec: steel tube.
from .190'steel plate
1 total pieces —
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33 Degrees
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Side View tread rise`
stub from .48x.250
side view steel rerc. tube
lower mount _
147 Degrees;
Top View
Tread support to be bent up, at
90 degrees from ,19o- steel plate
.500 byp 16 total pieces
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32
e
Side View I to
8.W
.0. 'Top nevi U'
upper mounting plate to be
bentat90'degreesfrom .190- wy,
•steel plate Y;
O.YJOtjp- O. 1 total pieces
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O. O —
32' ,
Side View
9.50"
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878
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