HomeMy WebLinkAboutFoundation Plan' 52'-0"
T-0" 5'-0" 4'-0" 16'-6" 1.5'-0" 14'-6"
ANCHOR BOLTS PER #4 AT 6'. T-0" ANCHOR BOLTS PER ANCHOR BOLTS PER ANCHOR BOLTS PER
GENERAL STEEL INTO SLAB GENERAL STEEL GENERAL STEEL GENERAL STEEL
—---^------------ .I:
7' T-0"1INTOO
TXTX16"DP I SLAB
CONCRETET_#4 AT 7'-0". T-0" AT 7' 6". 3'-0"
PAD W/ #5 12 INTO SLAB INTO SLAB 4' X 4' X 20" DP J
O.C.EW
N CONCRETE PAD 5' X V X 20" DP PAD W/ #5 92
#4 AT 8'-0". 3'-0" CONCRETE PAD O.C.EW
X- " 16'-0"..LANCHOR
4 AT 7'-0". T-0" INTO SLAB #4 AT T-0".
SLAB
ABNTOTO SLAB T-0" INTO
BOLTS PER SLAB
ENERAL STEEL
#4 AT V-0".
T-0" INTO #4 AT 7'-0". —
AWL-- f, SLAB T-0" INTO
SLAB
ANCHOR BOLTS PER
GENERAL STEEL
4'X4'X26"DP
CONCRETE
o
PAD W/ #5 12
FINISH FLOOR AT 22.67 FT. 5" CONCRETE O.C.EW
18" ABOVE CROWN OF ROAD SLAB
DESIGN PRESSURES:
8' X T OVERHEAD DOOR PSF 32 / 43.3 #4 AT T 0".
4' X 7' OVERHEAD DOOR PSF 36 /-47.2 T-W INTO
ANCHOR BOLTS PER SLAB
GENERAL STEEL
"
T-0A NTO
SLAB
TX3'X16"DP
CONCRETE
PAD W/ #5 12
O.C.EW #4 AT T-0".
3'-W INTO
3'-0"INTO
#4 AT V-0". 3'-0" SLAB
SLAB
#4 AT T-0% X-0" INTO SLAB
4
INTO SLAB 4' X 4' X 20" DP
3' X 3' X 16" DP
CONCRETE
5' X 5' X 20" DP CONCRETE
C X 4' X 30" DP PAD W/ #5 12
CONCRETE PAD CONCRETE PAD
O.C.EW
PAD W/ #5 12
F
O.C.EW
#4 AT 7'-0" X-0" #4 AT 7'-6". T-0"
INTO SLAB INTO SLAB I I ANCHOR BOLTS PER
GENERAL STEEL
— — — — — — — — — — — — — — — —
—
1' 4"
ANCHOR BOLTS PER
ANCHOR BOLTS PER
10'-0"
GENERAL STEEL
GENERAL STEEL
21'-0"
21'-0"
NDATION PLAN
= -1 -u
ANCHOR BOLTS PER
GENERAL STEEL
STRUCTURES DESIGNED
WITH FBC 2017 6TH EDITION
& HVAC CH 16170 MPH.132
MPH VASD PER ASCE 7-10
o CH6. EXP C - 3 SEC. GUST
CAT 2
BILE co y
REVIEWED FOR ANCHOR BOLTS PER CO
GENERAL STEEL DE COMPLIANCE
ST. L. CIE COUNTY
�d
BOCC 4Mln
I I
YE�IIt
5" THICK
CONCRETE SLAB
.2" COVERAGE
(2) #5 BARS CONT
45 BARS 12"
O.C. EW