HomeMy WebLinkAboutFOUNDATION DESIGN - 04-00104 - Wilcox & Sons - Warehouse AdditionFO U N DA rf ION DESIGN FOR FLOYD WILCOX & SONS BUILDING
REXBiiRG, IDAHO
For Teton West Construction
NQTES: 1. Foundation Configuration provided b4- John Baglev of Teioii Wc:st
Construction.
�. Foundation loads from VP Buildings Stnictural Design Data Report for Project
CAO -10 1 SSK-a ME 1 dated 01{19!04.
3. Exact anchor bolt locations to be determined from UP DraNvings.
4. Concrete 2$ day strength shall be 200 psi minimum. Slump shall be 3-4.5 in.
Reknfarccnlent bars shall be ASTM A615 with FY = 40,000 psi.,
5 - Collcrctc 0011structioii Pcr ACI -318.
G. Allowable sail fearing pressure = 3000 psi
7. RectanguLl'ir piers shown on drawings may be replaced with circular piers formed by
sanotubcs if the reinforcement is the sane, the concrete area is equal to that of the
rectanguIar pier, and there is sufficient cover for the reinforcement as required b�"
ACI -318.
INDEX
Detail pa �
Column Fniundatian for Frameline I (Detail I)
Column Foundation for Frameline 1 (Detail 2) 3
CaIunin Foundation for Frameline ] (Details 3-7) 4
Column Foundation for Franieline I Detail 8) 5
Column Foundation for Frameline 2 Detail 9)
IriicHor Column Fotindation for FrameIinc 2 (DeLall 11 ) 7
Coluinji Foundation for Frameline 3 (DctaiI 13) g
Column Foundation for Detail 15 on Frameline 3, and Detail 12 on 9
Frarneline 2
CoRinin Foundation for Detail 16 on Framelinc 3 i()
Corner Column Foundation for FraAneline 3 Detail 1 9)
Foundations for Details 14 & 14 are Existing.
E�16►nttR
GISTERF p
333
� o
m
/ter
Bsr�hc' OF
GRADE
WALL
WALL
SECTION
FLEYD WILC❑X & SANS BUILDING
CJRNER COLUMN--.- FOUNDATIDN FIIR- FRAMLLINE- 3 (DETAIL 19)
2/18/04
GRAD
—EXISTING
PLAN
VIEW
SECTION
BUIL DING LINE
EXTEND
D SLAB,
dOR BOLTS
H
OR SLAB
T,a 13A 16-f 0,C.
HO I # BARS CONTINUOUS
�LL. EXTEND A OUND CORNER.
#4 VERT, T, BAIL AT END OF WALE
.ONGII TUDINAL BARS
,L TOUTING
3" Q.C. TRANSVERSE
FLEYD WILCOX & SDNS BUILDING
COLUMN FaUNDATI❑N FOR FRAMELINE 1 (DETAIL 1)
2/113/04
4
EXISTING IRUILM G WALL
LO
SECTI❑N
LLOYD WILCOX
& SONS
R I IT
IN
C]IBLUMN FC7UND4TION FOR FRAMELINE 1 (DETAIL 2)_
2/19/04
SECTI❑N
LLOYD WILCOX
& SONS
R I IT
IN
C]IBLUMN FC7UND4TION FOR FRAMELINE 1 (DETAIL 2)_
2/19/04
L
f
EXISTING BUILDING WALL
4f -,r sot
FLOYD
SECTION
WILCOX
0611
SPACED AS SHOWN
IINS BUILDING
-r
6' SLAB
JAV
A
COLUMN FC7UNDATION AOR FRAMELINE 1 (DETAILS 3-7J
E I TTI f-,, UIL_ U IN L iNF
0_off
PLAN VIEW
fff'—uo'
SECTION
EXTEND 3-0
SLABP
WALL
ANCHOR
-ETH
LA13
BOLTS
VERT.. BARS 16.& 0�C.
#4 HD I , BARS CONTINUOUS
IN WALL, TE D AROUND CORNER.
VERT, BAR AT E1 [IF WALL
#4 LON II TUDII AL BARS
4 WALL FOOTING
TRANSVERSE
r L❑YD WILCOX & SANS BUILDING
COLUMN FDUNDATIDN FOR FRAMELINE 1 (DETAIL 8)
18/0
It
6f -c
AN
ALAN VIEW
SELTU
5 HAI RPIN,j E TE - E INT D
_AR MINIMUM OF 4 ET,
il EXTEND
IWN
240
ze�
8 #fib BARS EACH DIRECTION
SPACED A H!J N
FL-DYD WILCOX & SANS BUILDING
COLUMN F❑UNDATION FOR FRAMELINE 2 (DETAIL 9)
2/18/04
e _ o IV
0
SQ.
PLAN VIEW
Jul; I ILJN
r`r-l1 1r%
FLDYD WILCOX & SONS BUILDINGCOLUMN
1NTERI�R FOUNDATION FOR FRAMFI TNF
2116104
A t
ANCHOR
B❑LTS
11 #6 BARS
SPACED AS
C lr1 F T A T I
5" SLAB
EACH
SHEIWN
1 1 �
WAY
E
GRA D -
I WALL
1 41 f A T% T A A. L A�.
SECTION
FLOYD WILCOX & SENS BUILDING
CORNER F
OLUMN FOUND--ATION FDR FPAMFI TNS
2/18/ o
CPFTATI t'-)�
1:0LUMN
?_ON
PLAN VIEW
.0 .0 0 fl w i
SECTION
WALL
HN
EXTEND
HOR BOLTS
. 1) S H IIN
4T [l LAR
REINFORCEMENT
T. BARS !N CORNERS
]ED WALL
451TUDINAL BARS
FOOTING
D,, TRANSVERSE
FLOYD WILCOX & S❑NS BUILDING
FOUNDA
TION FER DETAIL I - 5 [IN FRAMELIIVE
DETAIL 12 DN FRA-YELINE 2
2/18/04
3, AND
is P-0 OF
' WALL
PLAN VIEW
.r -Mr
SECTION
EXTEND
ANCHOR BOLTS
�D AS SHOWN
4TD SLAB
REINFORCEMENT
T. BARS IN CORNERS
�Ell WALL
qGITUDINAL BARS
FOOTING
D.C. TRANSVERSE
LQYD WILCOX & SANS BUILDING
COLUMN FDUNDATIEN FOR DETAIL IG QN FRAMELINE 3'
2/18/04