HomeMy WebLinkAbout611 SHELDON DR - SPECIAL INSPECTIONS - 10/26/2019D. M. FERRIN
4336 E. County Road 48
Fort Collins, Colorado 80524
970-493-9394
e110S-653
Date: Oct. 26, 2019
Basement Safe
Attn: Brian Stephenson
519 N. Overland Trail
Fort Collins, CO 80521
V
Site Address: 611 Sheldon
Fort Collins, CO.
P.E.#11585
The above site was personally inspected on Oct. 24, 2019. The project is installation of a
basement entry. The footings had been poured and the walls were formed and ready for
concrete. I verified the rebar placement and wall form construction. Everything was
according to plan including the rebar dowels into the existing wall. This was previously a
30" basement window. The new opening did not disturb the sill plate and rim joist that
existed and had been reinforced with a 3"x3"xl/4" aluminum frame. I am approving the
existing work and the pending wall pour. All work so far appears to be in a workmanship
manner. If I can be of further assistance please let me know.
Sincerely.
P5 G. .
David Ferrin
P.E.#11585
11585
811 o 5-65-3
f
roll Sheldon Dr Fort Collins
Not to Scale
Deck rail on each
side of new stairwell
made from treated
lumber.
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Ta d 4K4 put °tm d
b corc,ob wTN 51sp
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AB 4 p n base
De
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pv,
New concrete stairs to be
doweled Into new concrete
walls with 04 bar I' long
Concrete Wall Detail
De
°
S'x&" poured concrete °
wall on 1611x8" footing D'
o .
Footing to have 2 •4 Sars
'•
drilled and epoxy into
4
exfsting footing, and 04 L bars n
Gom cted soil
vertical at 3' OG. Wall to have
60 4 bars horizontal, 2 top 2 middle
Drain to sump
and 2 bottom, epoxy into existing wall
12"x45" ADS sump
pft with cover New Existing
pump and elect fcal
by others
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`-1------------------------------- --P oor lain connected
3'-41Ix4'x4" 3500psi concrete pad, to sump with 3" FVG at
1/4 per foot slope
top and bottom of new concrete stairs
Gut existing wall to
accept new door
Use 3"xl/4" aluminum angle
Frame to support
loads above, as long
as rim joist and sill
plate not out or disturbed
11585