HomeMy WebLinkAboutFOUNDATION DESIGN - 02-00051 - Pioneer Farm EquipmentFOUNDATION DESIGN FOR PIONEER E
IPMEN,,'T BUILDINGS
REXBURGJDAHO
For SteelVision Construction
Foundation configuration Provided 6y Mike Bressier of S ee Vision
C bT1Sti1.3 Ct l 0I1.
2, Foundation loads from Behien Mfg. Drawings 2, 3 & 4 dated 71'0 1 10% for Jab
M2.239
3. Exact anchor boli locations shall be as sown an Behlen Drawings.
4. Concrete 28 day strength shall be 250Q psi mznimum_ Slump shall be 3-4.S in.
Reinforcement bars shad] be ASTM AGES with Fy, = 40,000 psi.
5. Concrete construction per,ACI-318.
6. Allowable said bearing preSsure = 3000 psf
7. RectanLzular biers shown on drawings may be replaced with circular piers
formed by sonotubes if the reinforcement is the same, tarea is equal
to that of the rectangular pier, and there is sufficient cover for the
reinforcement as required by ACX -318.
INDEX
Detail Pale
BuildinR A
Corner Column Foundation for Fi-ameiines l & 6 �
Interior column Foundation for Frameiines 1 & G 3
Column Foundation for Framelines 2 Tl -u -u 5, Except 3E & 4E 4
Foundations for Columns 3E and 4F, 5
Buil
Comer Column Foundation fOFFramehne A 6
Interior Column Foundation for Frameline A 7
Exterior Column Foundation for Framelines B, C & D $
Foundation for Interior Calumny on Framelines B, C D q
Exterior Column Foundation for Frameline E 10
Foundation dor Interior Colunins on Frameline E I �
%IREER
ISTER
Cz
33
Sit,
Z1,,��, of
G4
I
$,0-W
Ar
"-Or SQ.
PLAN VIEW
S ECTI�JN
TYPICAL STEMWALL REINFORCEMENT
ff4 V�"RT. BARS 169
5 44 Hl7RIZ. BARS
EVENLY SPACED IBJ
7'
HU
_ETH
LINE
H
4
I
z4
IDE LL
BOLT
EXTEND
SHOWN,
Q.C. ASID
CONTINUOUS
WALL
95 BARS SACH WAY
ENLARGED FOOTING
PIONEER EQUjF�l'--N-'-- BUILDING A
C❑RNER COLUMN FEUNDATIGN FSR FRAMELINEs 1 & 6
q
P
4F
L,
.f e-
4'-olp
El
4X_0s
PLAN VIEW
EXTEND
3� INTO SLABL
ALL REINFORCEMENT
16 0 � C.
iRS CONTINUOUS
IN WALL'
S T 110
w
IN CORNERS
L
4 45 BARS EACH WAY I
ENLARGED FOU T IG
PI❑NEER EQUIPMEiVT B�ILDING A
INTERiOR COLUMiN FCIU!`1DATION FER FRAMEL INES i & 6
r* --t / Ip
-yv.J-
v
r - 'F .
?lr -BES.
GRADE
4 #5 VERTICAL BA
INTO FOOTING
TIE, TP.
10, MAX, SPAC
e E
I
18' WIDE CONTFNI}DU5 waLL FOOTING
PLAN VIEW
u _ r J-'? �, rte. ,
TO N
SPACED A
PIONEER EQUIPMEiv? BUTLD'VG A
'IOU
AROUND
BARS
ANCHEIR
- BEAM
FRDH SIDE
OL T
54' SLAB
EACH DIRECTION
H O',r/
COLUMN FOUNDATION- R �RAMELINES 2 -HRJ � EXCEPT 3E & 4E
7/15/02
1T(
VERTICAL PARS., XTFt'
FIOT I
N.
T
S SHOWS! IN
12" X -BEAM
tel, A N V o W
18' WADE CEINTINUDUS
`: T I'L BARS, EXTEND
7[1T1 NG
I,
AS SHOWN I
WALL F007ING
�NCHOR BU.TS.
SOWN)
BARS FROM SIDE
aNCHpR BELTS
SLAB
BEAM
v .Ii
SECTION
PITNEER EQUIPMENT BUTLDING A
FDUNDATIONS FORIC^uLUMNS 3E AND 4
7/17/02
p
%-'rav
,
SPACED AS SHORN
WAY
w
L STELMWALL REINFORCEMENT
� T. BARS 16'r (J.C, AND
'O IZ, BARS CONTINUOUS
SPACED I ''ALL
r,om
PLAN
VIEW
j +mac
SECT I EN
EXTEND
SHOWN.
PIONEEP, EQUIFMEN i BUILDING B
CORNER COLUMN F"❑UNDATIDN FOR- FRAMELINE A
17/04
-0 V
PLAN VIEW
4.9
s �
L—..�,—�—�—
'L0 C`
SECTION
:—i
4 DIA. ANCHOR BE -L T
ti
�4 HAIRPIN BAR_
INTO L .
E T E I)
In
W -L REINFORCEMENT
1, 0. C,
QRS CONTINUCUS
D TN WALL
E
M
BOLTS ON CCLJMN LINE
4 BOLTS ON COLIJMN LINES 3 &
44 HAY.IRPIN BAR
TIES AT 12' &C,
INTO SLAB
4 44, VERT. PARS IN CURINJERS
F ENLARGED BALL
E DAPS EACI I WoAY rN
PIONEER LQUIPMENT BUILDING B
N T'-- P I LJ R COLUMN FOUNDATION FOR FRAMEL-TNE A
7/17/0
J-
GRAD
4 #5 VERT
INTO FOOT11
43 TI;
1
PLAN
VIEW
18' WILE CONTS OU BALL � 0l1T'
SECTION
LdT--h 11
P CI -En A
PIGNEER EQUIPMENT BUILDING B
ILT
BAR)
I,"�LJ_
RPI ! INTO
'E AROUND
I XTEND INTO
SLAB
ANCHOR BOLTS
FAH DIC T I[3
H[I
EXTERIOR CELU\IN`FOUNDATI❑N FUR FRAME' IN�S B C & D
711 15102
0
U
I
101*
o" S.
PL\
SECTION
r— r-1 I I f-11 o"N � A jr A IL I e-% i t rl-i r--%
Tru " 1\ 0
SPACED
DOLTS
EACH
WAY
AS SHOWN
PIONEER -7-
i
EQUIPME�ti' BUD DING B
FOUNBATIEIN FOR INT� RIR C�1-UMNS [IN--- FRAMELINES 13, -Cl ?x
7/17/02
11 kl�
%-..I
PLAN VIEW
4 #5 VER
T11
10, MP
L T
le
1
D INTO
W.
�PIN INTO SLAB
45 BAY'S EACH DIRE T €O
SPACED AS SHOWN
PI11N�ER FQ1.1TPMENT BUILDING B
EXTERIOR CELUMN FOUNEATICIN FUR FRAMFI TNIF �
711712
i
PLAN VIEW
4 #5 VER
T11
10, MP
L T
le
1
D INTO
W.
�PIN INTO SLAB
45 BAY'S EACH DIRE T €O
SPACED AS SHOWN
PI11N�ER FQ1.1TPMENT BUILDING B
EXTERIOR CELUMN FOUNEATICIN FUR FRAMFI TNIF �
711712
PI AN VIEW
r- r1 I I r's *-"k . A OP
BUILDING A ENDWALL
1 l I #'t a . -% .--.
r 's
Ki'L 1
''
SECTION
PIONEER EQUIPMENT BUILDING B
FOUNDATIJN FOR INTERT❑R CELUMNS ON FRAMELINE E
7/17/02
BARS
LONG
Y;
BARS
SHORT
WAY
BUILDING A ENDWALL
1 l I #'t a . -% .--.
r 's
Ki'L 1
''
SECTION
PIONEER EQUIPMENT BUILDING B
FOUNDATIJN FOR INTERT❑R CELUMNS ON FRAMELINE E
7/17/02