HomeMy WebLinkAboutFOUNDATION DESIGNS - 03-00018 - Moody Canyon Farms - Airplane HangarNOTES:
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1.
REXBURG.IDAHO
For SteelVision Construction
Foundation configuration provided by Mike Bressler of SteelvisionConstrucfion.
Foundation loads from Behlen Drawings, Sheet 2, Job No. M2795, dated4/01/03.
3. Exact anchor bolt rocations shan be as shown on Behren Drawings.
4. concrete 28 day strength shall be 2500 psi minimum. slump shall be 3_4.5 inReinforcement bars shall be ASTM ,4.615 with F, = 40,000 psi.
5. Concrete construction per ACI-3 lg.
6. Allowable soil bearing pressure = 3000 psf
7. Rectangular piers shown on drawings may be replaced with circular prersformed by sonotubes if the reinforcement is the same, the concrete area is equalto that of the rectangular pier, and there is suffcient cover for thereinforcement as required by ACI_319.
INDEX
columnro*du@r,.t 2
Column Foundation for Framelines2 &3 4
Corner Column Foundation for Frameline 4 5
Interior Column Foundation for Frameline 4 6
3336e/;l'u
i-.-----
i
-\_ 18' VIDf SIDEVALL FttTrNG
#5 HAIRPIN
M]N. OF 4'
?4'VIDI INDVALL FIITJNG
PLAN VIIV
-{-
'IDE!/ALL
FNUR 3,/4' DIA. X 18' ANCHIR BILTS
#3 TIES, PLACED AS SHIVN
SLAB
5' SLAI
#5 HAIRPIN INTIo*oo.\
i
4 #5 VERTICAL BARS, EXTENDINTI FIDTING AS SH[!/N
SECTIIN 3 *5 BARS IACH VAYSPACEI AS SHDWN
C!LUMN TDUNDATIlN FIR RIGID FRAMf AT FRAMfLINf 1
4/8/03
BAR; fXTEND
iNTD SLAB
18' VIDE SIDEVALL FDOTING
PLAN V]fV
SIDEVALL
/ -12'--t
FOUR 3,/4' DIA,
4 #3 TIES, PLACED
X 18' ANCHOR BOLIS,
AS SHI]VN
A CDNTINUOUS *6 BARSTE SIDE AREUND ANCHOR
, SLAB
6' X-BEAM
FRDM SIDE
BOLTS
4 #6 VERTICAL BARS, EXTENDINTO FIOTING AS SHDVN
5 #5 BARS EACH VAYSPACED AS SHE!/N
SfCT]ON
3,/4 DIA. ANCHER BI]LTS
18' iN LENGTH
b1/?' rYP,
#4 VERT, BARS 16'
4 #4 HoRIZ, SARS
IN VALL
2 #4 VERT, BARS INgF ENLARGEI VALL
na
CONTINUOUS
CORNERS
TRANSVERSE
3 #4 LENG]NTUI]INAL
iN VALL FOITING
l__.,_0.____l
SICT]IN
M![DY CANYIN TARMS BUILDING
ClRNtR C!LUMN INUNDATINN F!R FRAMtLINt 4
4/8/03
a
i
CENTER IN VALL
#4 HAIRPIN BAR. EXTEND3' INTO SLAB,
PLAN VITV
3/4' DIA, X 18' ANCHOR BOLTS
#3 TIES AT 10, 0,c,
*4 HAIRPIN INTD SLAB
ENDVALL REINFERCEMENT
4 #4 VERT, XARS IN CORNERSDF ENLARGEI VALL
3 #4 LBNGITUDINAL BARSIN VALL FNBTING
*4 E 18' O,C, TRANSVERSE
StCT]IN
10'
I
4/A/03