HomeMy WebLinkAboutFOUNDATION DESIGNS - 99-00016 - Bagley Enterprises - New WarehouseW
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P'v`UND--,,-TI()N DESIGN FOR BAGLEY ENTIERPRISES
BUILDING
REXIBTIRGS 11D
Far Tuan west Cc)nstructiol,
NOTES: �. Foundation Configuration provided by John Bagley of Teton west
Construction.
Z. Foundation lads from VarCO-Pruden Reactions Report, 3f30/99,
I Concrete 28 day sta-ength shall be 2500 psi minimum. Slump shall be 3--4.5 in.
Reinforcement bars sha11 be ASTM A615 with F,, = 401,000 psi,
4.
Concrete cvns#ruction per ACX -318.
5.
Allowable soil bearing pressure = 3000 psf,
Column Foundation for Framelines 2 Thru 7 2
Intenoor Column Footing on Framelmes 1 and 8 3
Comer column Footing on Frameli_jlle 1 4
Cerner Column Footing on Frameline S 5
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W
Vq
P'v`UND--,,-TI()N DESIGN FOR BAGLEY ENTIERPRISES
BUILDING
REXIBTIRGS 11D
Far Tuan west Cc)nstructiol,
NOTES: �. Foundation Configuration provided by John Bagley of Teton west
Construction.
Z. Foundation lads from VarCO-Pruden Reactions Report, 3f30/99,
I Concrete 28 day sta-ength shall be 2500 psi minimum. Slump shall be 3--4.5 in.
Reinforcement bars sha11 be ASTM A615 with F,, = 401,000 psi,
4.
Concrete cvns#ruction per ACX -318.
5.
Allowable soil bearing pressure = 3000 psf,
Column Foundation for Framelines 2 Thru 7 2
Intenoor Column Footing on Framelmes 1 and 8 3
Comer column Footing on Frameli_jlle 1 4
Cerner Column Footing on Frameline S 5
le
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GRADE
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GLUM
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18• WIDE CONTINUOUS WALL FE10TrNG
BAGLEY
E1,11 UNDAT
SECTIDN
CONTINUOUS TE LL
I" DIA. ANCHOR BOLTS
2 4f
TIS. TYP- � PLACES
10' MAX, SPACING
'0 #5 HAIRPINS, EXTEND INTO SLAB
JIMUM OF 4 F T4
TWO #5 HAIRPINS INTO SLAB
BARS E A H DIRECTI[liq
PAMD AS SHE)wN
ENTERPRISES RI IT'l nrnir
N FOR FRAMELINES V2 THRU 7
x/30/99
0 L.
V-70
t
GRAD
4-t-CJF
100
L
SECTION
L5"
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# DIA. ANCHOR B13LT
VERT, BARS 16* D.C.
5 #4 HDRIZ. aARS CONTINUOUS
IN WALL
OF ENLARGED WALL
3 #4 LONGINTUDINAL BARS
IN WALL FIJO TJ G
P 184 TRANSVERSE
BAGLEY ENTERPRISES PHTI nTt\lr-..
CORNER
COLUMN FOgTING
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