HomeMy WebLinkAboutFOUNDATION DESIGNS - 03-00018 - Moody Canyon Farms - Airplane Hangar (2)NOTES:
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REXBURG.IDAHO
For SteeiVision Construction
Foundation configuration provided byMike Bressler of SteelVisionConstruction.
Foundation loads from Behlen Drawings, Sheet 2, Job No. M2795, dated,4/0t/03.
Exact anchor bolt locations shall be as shown on Behlen Drawings.
concrete 28 day strengthshalr be 2500 psi minimum. slump sharl be 3-4.5 in.Reinforcement barc shall be ASTM A6f5 $,ith F, = 40,000 psi.
5. Concrete construction per ACI-3 lg.
6. Allowable soil bearing pressure = 3000 psf
7 ' Rectangutar piers shown on drawings may be repraced with circular piersformed by sonotubes if the reinforcementis the iame, the concrete area rs eguarto that of the rectangurar pier, and there is suffcient cover for thereinforcement as required bT, ACI_31S.
INDEX
Column Foundation for Framelin es 2 & 3
Corner Columa Foundation for Frameline 4
Interior Column Foundation for Frameline 4
2
4
5
6
Column Foundation for Rigid F'ru*. utFrur*fl* f
3336q/g/ozki;i w
l--\l-\' -\- 18' VITI SIDfVALL FIDTING
#5 HAIRPIN
MiN, OF 4'
BAR; TXTEND
INTD SLAB
?4' VIDE INDVALL F[[T]NG
PLAN VIEV
./- SIDEVALL
_1
lra'
FNUR 3/4'DiA X 18' ANCHIRBILTS,
4 #3 TIES, PLACII AS SHIVN
#5 HAIRPJN iNT! SLAB
5' SLAB
4 +5 -VERTICAL BARS. EXTENDINTI FIITING AS SHIVN
3 *5 BARS EACH \^/AYSPACID AS SHIWN
4/8/03
PLAN VIf\,/
r
/l-t'--t
SIDEVALL
FOUR 3/4' DIA.
4 #3 TIES, PLACED
X 18' ANCHOR BOLTS,
AS SHBVN
A CINT]NUOUS *6 BARSTO SIDE AREUND ANCHIR
5' SLAI
6' X-BEAM
FRDM SIDE
BILTS
5 #5 BARS EACH VAYSPACED AS SHOVN
6RADE\
i
4 #6 VERT]CAL BARS, EXTENDINTD FCIOTING AS SHOVN
SfCT][N
ue/93
I
ENTVALL
CENTER iN VALL
SIIEVALL
3/4 DIA, ANCHER BOLTS
18' IN LENGTH
PLAN VIf V
1-1 /7' TYp
3',-0,
IIIIT-
10'l__L__-._J #4 E 18, O.C. TRANSVERSE
STCTI[N
4/8/03
#4 VERT, BARS 16'4 #4 HORIZ. BARSIN VALL
A #4 VERT. TARS iNOF ENLARGEI VALL
na
CONTiNUOUS
CORNERS
3 #4 LONGINTUDINAL BARSIN VALL FOOTING
I
CENTER IN VALL
,[?ftti^fr^R EXTEND
PLAN VIf W
3/4'
#3
DIA, X 18' ANCHOR BOLTS
TIfs AT 10, n,c,
#4 HA]RPIN INTE SLAB
DY
ENDVALL REINFDRCEMENT
Jr o&IoT&r'Soi-.t* c ERNERS
3 #4 LDNGITUDINAL BARSIN VALL FEOTING
#4 E 18'O.C. TRANSVERSE.,-,,-_J
Sf CT]!N
NYIN FAR
FIUNDA T]
ILJING
4/B/03
INT I!R
M!
UMN lNr 4