HomeMy WebLinkAboutFOUNDATION DESIGN - 06-00424 - Airplane Hanger - Lone Bugle LLCFOUNDATION DESIGN FOR ALEX CHESTER BIUMDING
For SteelV'Isl'on Construction
NOTES-.
1 _
Foundation configuration provided by Mike Bressler of SteelVision Construction-
Foundat'on
loads from Behlen Drawings, Sheet 2,, Job No. M5214, dated 8118/06.
3. Exact anchor bolt locations shall be as shown an Behlen Drawings.
4�
7 -
Concrete 28 day strength shall be 2500 psi minimum_ Slump shah be 3-4.5in.
Reinforcement bars shall be ASTM A615 with FY = 60,000 psi.
Concrete construction per ACI -3 1 S.
Allowable soil bearing pressure = 2000 psf
8. Rectangular piers shown on drawings may be replaced with circular piers farmed by
sanotubes if the reinforcement is the same, the concrete area i's equal to that of the
rectangular pier, and there 'is sufficient mover for the reinforcement as required by ACI -
3 18.
INDEX
Detail
Column Foundation for Framefine I (Detail D)
Interior column Foundation for Frameline 1 (Detai'l A)
Column Foundation for Framellnes 2 and 3
Corner Column Foundafion for Frameline 4
Interior Column Foundation for Framefine 4
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Sit
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0600424
Airplane Hanger -Lone Bugle LLC
2
01
4
410
L
4+-�
[IA
46 VERTICAL
INTO FOOTING �
# 3 TIE, T)
4 ARDUND
PLAN VIEW
L�;" WIDE CONTINUOUS
DWALL WITH IDE F011TI I
PI BAj EXTEND
'T. TNTU SLAB
WALL FOU T I G
'SPACED AS SHOW
SECTION
ALEX CHESTER BUILDING
MINIMUM
BAR INTO SLAB
TIO!
Cf�' �LUMFOUNDATIEN FOR FRAMELINE 1 (DETAIL D)
0 - t f
ISI BAR,
'LAR.
— L
e
P L A N V I F-- \iivl
/A T)TA
S 1: C T 111 N
ANCHOR BOLTS
ALEX CHESTER BUDDING
EXTEND
I�JTERIER COLUMN FEUNDATI❑N FOR FRAMELINE 1 CDETaIL -L..)
8/23/0.6
ig
1
GRADE -
4 46 VERTICAL BAR S
,NTD r DD ! [I SG AS SHE]
TIE, TYP,.
4 AROUND
PLAN VIEW
SECTION
ALEX CHESTER
I ` IDE CONTINUOUS
i-�,MKITTKII iAi 1 47% nrrtiet iA%I
BUILDING
ALL F UTI G
4 T INUOU ##'�
.DE AROUND
4 DARE
SPACED AS
�GLUMN FEUNDATIDN FER FRAMELINES 2 &
8/22/06
24'
12"
1 -TIES
BARS F -Rom ME
ANCHOR BOLTS
EACH DIRECTION
H❑'
O-RAIDE
—wool— jr
WALE
e -i _0 r 7--\ T . a . . .-r . . r-, .--. ,.._. —.
"_.�e��udw �� r :. L_jr!16Nr-1II v L-r%3E-
SECT IE N
ALEX CHESTER BUILDING
NER L'ui1iJ r uuiJDA i iuN r uR r i-N<Af�iELiiv` 4
fi-Gff
PLAN VIEW
SECTION
I1 WALL
•N EA R.
L
11
EXTEND
'HDR BOLTS
EA OF ANCHOR
4
4T[l SLAB
E [ FOEME T
B IIL T
'T. BARS EN COPNERS
6E O WAIL
NCITUDINAL BARS
FULITINO
0,, TRANSVERSE
A�E_X CHESTER BUDDING
INTF-RI❑R COLUMN FDUNDATION FER FRAMELINE 4
8/22/06