HomeMy WebLinkAboutFOUNDATION DESIGN - 23-00268 - Golden West Irrigation - Shell OnlyFOUNDATION DESIGN FOR GOLDEN WEST BUILDING
REXBURG, IDAHO
For SteelVision Construction
NOTES:
1. Foundation configuration provided by Trevor Haslem of SteelVision Construction.
2. Foundation loads from Nucor Drawings, Sheet F2 of 2, Job No. U23M0274A, dated
05/15/23.
3. Exact anchor bolt locations shall be as shown on Nucor Drawings.
4. Concrete 28 -day strength shall be 3000 psi minimum. Slump shall be 3-4.5 in.
5. Reinforcement bars shall be ASTM A615 with Fy = 60,000 psi.
6. Concrete construction per ACI -318.
7. Assumed allowable soil bearing pressure = 2000 ps£
8. Rectangular piers shown on drawings may be replaced with circular piers formed by
sonotubes if the reinforcement is the same, the concrete area is equal to that of the
rectangular pier, and there is sufficient cover for the reinforcement as required by ACI -318.
9. The "jab" method of placing anchor bolts or vertical reinforcing bars is acceptable if the
following conditions are met:
a. The anchor bolts and vertical bars are placed when the footing concrete is still fluid
enough for it to fill in around the bolts and bars when they are placed and hand vibrated
into the correct position as shown on the Behlen drawings and the foundation details.
b. The vertical bars are located, relative to the horizontal bars in the footing, as shown on
the foundation details. The details show the horizontal bend on the vertical bars going
below the horizontal bars in the footing.
c. The vertical bars meet the ACI code development length requirements.
INDEX TO ATTACHED DOCUMENTS
Detail
Yat
Foundation Plan
I
Detail 1—Foundation
for Corner Columns on Framelines 1 & 7
2
Detail 2
—Foundation for Interior Columns on Framelines 1 & 7
3
Detail 3
Foundation for Columns A2 thru A6
4
Detail 4
— Foundation for Columns D2 thru D6
5
Detail 5
— Foundation for Interior Partition Wall Columns
6
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ENDWALL
4'-0'
�- 24'
PLAN VIEW
EWALL F❑❑TING REINFORCEMENT:
k4 CONTINUOUS LONGITUDINAL BARS,
) #4 TRANSVERSE BARS @ 18' O.C.
LL FOOTING REINF❑RCEMENT1
CONTINUOUS LONGITUDINAL BARS,
4 TRANSVERSE BARS @ 18' O,C.
12" 3/4' DIA. ANCHOR BOLTS
��- 1/2"
---
7 #3 TIES; 4 IN AREA ❑F
ANCH❑R BOLTS, THEN AT
10' ❑.C. BEL❑W.
TYP. SIDEWALL & ENDWALL REINFORCEMENT
5 #4 HORIZONTAL BARS EVENLY
SPACED. #4 VERTICAL BARS @ 18' ❑.C.
4 #4 VERT. BARS IN CORNERS
❑F ENLARGED WALL
3 #4 LONGITUDINAL BARS
IN ENDWALL FOOTING
#4 @ TRANSVERSE BARS @ 18' O.C.
4"-----�
SECTION
GOLDEN WEST BUILDING
DETAIL 1
FOUNDATION FOR CORNER COLUMNS ❑N F-RAMELINES 1 & 7
05/16/2023
3'-6' SQ,
GRADE
4 HAIRPIN BAR. EXTEND
IN. OF 5' INTO SLAB.
12"
3/4 DIA. ANCHOR BOLTS
-�I- 1/2"
�--19.5' --I
7 #3 TIES; 4 IN AREA OF ANCHOR
BOLTS, THEN 3 @ 10" SPACING
#4 HAIRPIN BAR INT❑ SLAB, PR❑VIDE
MIN. OF 3' CONCRETE BETWEEN BAR
AND SOIL.
4'-0" ---------
4 VERT. BARS 18' D.C.
5 #4 HORIZ. BARS CONTINUOUS
IN WALL
I I
12"
I---------- I
I----- 3'-6' SQ. --�
SECTION
GOLDEN WEST BUILDING
4 #4 VERT, BARS IN CORNERS
OF ENLARGED WALL
4 #4 BARS EACH WAY
EVENLY SPACED IN
ENLARGED FOOTING
DETAIL 2
FOUNDATI❑N FOR INTERI❑R COLUMNS ON ERAMELINES 1 & 7
05/16/2023
8'-0' SQ,
I I I
I I
18" WIDE SIDEWALL FOOTING
PLAN VIEW
SIDEWALL I 81-}- -18"
i I
I
I I
I I
I I
GRADE I
I
I I
I
I
I
I
I
6 #6 VERTICAL BARS, EXTEND
INTO FOOTING AS SHOWN
8'-0" SQ.
SECTION
SIX 1' DIA. ANCH❑R BOLTS,
5 #3 TIES IN AREA OF
ANCH❑R BOLTS.
RS FOR
i. EXTEND
MIN. ❑F
SOIL.
2 #6 X -TIE BARS
2 #6 X -TIE BARS FROM SIDE TO SIDE
AROUND ANCHOR BOLTS, PR❑VIDE MIN,
OF 3" CONCRETE BETWEEN BARS & SOIL.
24"
16'
1
GOLDEN WEST BUILDING
DETAIL _3
FOUNDATION F❑R COLUMNS A2 THRU AC
05/16/2023
8 #6 BARS EACH WAY
EVENLY SPACED
7'-0" SQ.
GRADE
'IERS FOR
D5, EXTEND
IDE MIN. OF
& SOIL.
2 #6 X -TIE BARS
I I I I
I I I I
I I I I
I
18" WIDE SIDEWALL FOOTING
PLAN VIEW
SIDEWALL I 8°18"
I I
I
I I
I I
I I
I I
I I
I (
I
I
I
I
6 #6 VERTICAL BARS. EXTEND
INTO FOOTING AS SHOWN
7'-0" SQ.
SECTI❑N
SIX 1" DIA. ANCHOR BOLTS,
II�1/2'
5 #3 TIES IN AREA OF
ANCHOR BOLTS.
2 #6 X -TIE BARS FROM SIDE TO SIDE
AROUND ANCHOR BOLTS, PROVIDE MIN.
OF 3" CONCRETE BETWEEN BARS & SOIL.
GOLDEN WEST BUILDING
DETAIL 4
FOUNDATION FOR COLUMNS D2 THRU D6
05/16/2023
24"
14"
9 #5 BARS EACH WAY
EVENLY SPACED
• #4 HAIRP
2'-0" SQ, 10" INT❑ SLAB
0 0
FLOOR SLAB
PLAN VIEW
10"
16"
�---- 2'-0' SQ, - -�
SECTI❑N
IN BAR; EXTEND
MIN. OF 5 FT.
3/4 DIA. ANCHOR BOLTS
195 -
TWO #3 TIES
#4 HAIRPIN BAR; PR❑VIDE MINIMUM
OF 3" CONCRETE BETWEEN BAR & S❑IL.
FOUR #5 VERTICAL BARS
THREE #4 BARS EACH WAY
EVENLY SPACED
GOLDEN WEST BUILDING
DETAIL 5
FOUNDATI❑N FOR INTERI❑R PARTITION WALL COLUMNS
05/17/2023