HomeMy WebLinkAboutEngineer's Foundation DesignVtV8x 15 STEEL COL UMN — . -.
12"x12"4" STEEL PLATE
w/ (4) i-'502" ANCHOR BOLTS
25'x18'x84" TALL
CONC. PILASTER
#3 STIRRUPS
24" O.C.
(8) #5 VERT. REBAR
TURN INTO SLAB AND
FOOTING
CONC. APRON BY
OTHERS
COMPACTED FILL
PER GEOTECH
NATIVE
UNDISTURBED
SOIL
30'x10"
CONC. PAL)
FOOTING
z
NOTE:
S 10 FOOTING TO
1 PILASTER DETAIL
2'111
/
4
i
3
#5 HORIZ. REBAR
TOP OF EVERY COURSE
8" CORE
QUAD—Lt,�ti'OCK ICF
r s s t Wlj'
= 118 '4
Imo: .
k, 4.
#4 ERT. REBAR
24" O.C. TURN IN TO
SLAB
IS
•.1
• 6" CONC. SLAB W/
#4BAR Qa 18" O.C. E.W.
AND FIBERMESH
V1
-1
MIN• 4" • CRUSHED ROCK
COMPACTED FILL
PER GEOTECH
#4 HORIZ. REBAR
TOP OF EVERY COURSE
BEAR ON NATIVE UNDISTURBED GRAVELLY SOIL
CUC CONSTRUCTION
OFFICE AND SHOP
LOT 2 COKE OVENS EXEMPTION
CITY OF GLENWOOD SPRINGS, CO
1" = 1'
10"x30" CONC.
FOOTING
NATIVE
UNDISTURBED
SOIL
#5 HORIZ. REBAR
8" O.C. E.W.
ALPINE EDGE ENGINEERING LLC
MATTHEW D. HEPP, P. E.
605 RIVER PARK DR
RIDGWAY, CO 81432
970-318-1469