HomeMy WebLinkAboutFOUNDATION DESIGN - 22-00385 - Tri-Steel - Commercial ShopFOUNDATION DESIGN FOR TRISTEEL BUILDING
REXBURG, IDAHO
For SteelVision Construction
NOTES:
1. Foundation configuration provided by Trevor Haslem of SteelVision Construction.
2. Foundation loads from Behlen Drawings, Sheet 4, Job No. X3491 dated 02/2212022.
3. Exact anchor bolt locations shall be as shown on Behlen 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. Allowable soil bearing pressure was assumed to be 2000 psf.
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
Page
Foundation Plan
1
Detail 1—
Foundation for Corner Column D1
2
Detail 2 —
Foundation for Corner Column J1
3
Detail 3
— Foundation for Interior Column F1
4
Detail 4 - Foundation for Columns on Frameline 2
5
Detail 5
— Foundation for Corner Columns A3, A8, J3 & J8
6
Detail 6
— Foundation for Interior Columns on Framelines 3 & 8
7
Except Columns D3 & D8
Detail 7
— Foundation for Exterior Columns on Framelines 4 Thru 7
8
Except Columns J4 & J5
Detail 8 - Foundation for Columns J4 & J5
9
Detail 9
— Foundation for Column D3 (Detail G & Detail Q)
10
Page 1 of 2
Detail 14 — Foundation for Interior Columns D4 & Db 11
Detail 11 — Foundation for Interior Column DS 12
Detail 12 — Foundation for Interior Column. D7 13
Detail 13 Foundation for Column D8 14
Page 2 of 2
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ENDWALL
4
a a
` o a 16' SIDEWALL
SILEWALL FTG, REINFORCEMENT:
2 #4 LONGITUDINAL BARS EVENLY
�2n SPACED AND 44 TRANSVERSE
BARS AT 18' ❑,C.
ENDWALL FTG, REINFORCEMENT:
24'--I 3 #4 LONGITUDINAL BARS EVENLY
SPACES AND #4 TRANSVERSE
BARS AT 18' D.C.
PLAN VIEW
r -r1110 -7) in - nIA, ANCI-I❑R I)nl TS
24'�
SECTION
>; 4 IN AREA OF
OLTS, THEN AT
=LOW.
'YP, SIDEWALL & ENDWALL REINFORCEMENT
i #4 H❑RIZ❑NTAL BARS EVENLY
PACED, #4 VERTICAL BARS @ 18' D.C.
44 VERT. BARS IN ENLARGED WALL,
EE PLAN VIEW,
#4 LONGITUDINAL BARS
q ENDWALL FO❑TING
A TPAIVC'VF7r?CF" RAP'Z ra 1R" n_r_
TRISTEEL BUILDING
DETAIL I
F-EUNDATIAN EER CORNER CELUMN Ul
03/03/2022
18"
0 0
0 0
SIDEWALL
22'
SIDEWALL FTG. REINFORCEMENT:
2 44 LONGITUDINAL BARS EVENLY
SPACED AND #4 TRANSVERSE
BARS AT 18° O.C.
�2p FNDWALL FTG. REINF®RCEMFNT:
3 #4 LONGITUDINAL BARS EVENLY
ENDWALL SPACED AND #4 TRANSVERSE
BARS AT 18' D.C.
24` — --
4
PLAN VIEW
DIA, ANCH❑R BOLTS
4�1/2"
ate'
SECTIHN
=S; 4 IN AREA ❑F
BOLTS, THEN AT
BELOW.
TYP, SIDEWALL & ENDWALL RLINF"❑RCEMENT
5 #4 HORIZONTAL BARS EVENLY
SPACED. #4 VERTICAL BARS @ 18" D.C.
5 #4 VERT, BARS IN ENLARGED WALL
SEE PLAN VIEW.
3 #4 LLNGITUDINAL BARS
IN ENDWALL F❑❑TING
#4 TRANSVERSE BARS @ 18" ❑,C,
TRISTE L BUILDING
DETAIL 2
O❑UNDATION FOR CORNER COLUMN J1
03i0:3i2022
3' -
PLAN VIEW
TYPICAL ENDWALL REINFORCEMENT
#4 VERT. BARS 18° O.C.
5 #4 HORIZ. BARS CONTINUOUS
EVENLY SPACED IN WALL
S[- Ell 11N
TRISTEEL BUILDING
OF ANCHOR BOLTS
�S IN CORNERS
'ALL
4 44 BARS EACH WAY IN
ENLARGED FOOTING
DETAIL 3
FOUNDATILN FOR INTERI❑R COLUMN E1
03/C3/2022
5'-
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GRADE
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4 #6 VERTICAL BARS, EXTEND
INTO FOOTING AS SHOWN I
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5'-0' SQ.
45 HAIRPIN BAR, EXTEND,
INIMUM OF 5 FT, INT❑ SLAB,
SIDEWALL
FOUR 3/4" DIA. ANCHOR BOLTS,
�--19.5" �-
5 #3 TIES; 4 IN AREA OF ANCHOR BOLTS,
AND 1 AT 10' O.C.
#5 HAIRPIN BAR INTO SLAB. PROVIDE MIN,
/-❑F 3" CONCRETE BETWEEN BARSS & S❑IL,
24'
12"
5 #4 BARS EACH WAY
SPACED AS SHOWN
TRISTEEL BUILDIN❑
DETAIL 4
F❑UNDATI❑N FOR COLUMNS ON FRAMELINE 2
03/03/2022
11'
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3" SQ, 12'
El
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GRADE
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4 #6 VERTICAL BARS, EXTEND
INTO FOOTING AS SHOWN I
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5'-0' SQ.
45 HAIRPIN BAR, EXTEND,
INIMUM OF 5 FT, INT❑ SLAB,
SIDEWALL
FOUR 3/4" DIA. ANCHOR BOLTS,
�--19.5" �-
5 #3 TIES; 4 IN AREA OF ANCHOR BOLTS,
AND 1 AT 10' O.C.
#5 HAIRPIN BAR INTO SLAB. PROVIDE MIN,
/-❑F 3" CONCRETE BETWEEN BARSS & S❑IL,
24'
12"
5 #4 BARS EACH WAY
SPACED AS SHOWN
TRISTEEL BUILDIN❑
DETAIL 4
F❑UNDATI❑N FOR COLUMNS ON FRAMELINE 2
03/03/2022
4' -
/---18° WIDE SIDEWALL FOOTING
PLAN, VIEW
SIDEWALL 8. 14'
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4 46 VERTICAL BARS, EXTEND
INT❑ F❑❑TING AS SHOWN I
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4'-6" SQ.
SECTI❑N
FOUR 3/4" DIA. X I8"
- I/--
--
HAIRPIN BAR; EXTEND INT❑
AB MINIMUM OF 5'.
ENDWALL
ANCHER BOLTS,
5 #3 TIES; 4 IN AREA OF ANCHOR
BOLTS AND ONE 10" ❑,C.
#5 HAIRPIN BAR INTO SLAB. PR❑VIDE MIN,
OF 3" CONCRETE BETWEEN BARS & SOIL.
R4"
12"
6 #4 BARS EACH WAY
EQUALLY SPACED
TRISTEEL BUILDING
DETAIL 5
FOUNDATION FOR CORNER COLUMNS Al A8 J3 & JS
03/03/2022
PLAN_ VIEW
SECTION
'IN BAR. EXTEND
5' INT❑ SLAB.
3/4' DIA. ANCHOR DOLTS
19.51
7 #3 TIES; 4 IN AREA
OF ANCHOR BOLTS, THEN
AT 10' ❑,C. BELOW.
#4 HAIRPIN INT❑ SLAB; PR❑VIDF MIN,
OF 3' C❑NCRETE COVER BETWEEN
BAR & S❑IL. i
TYP. SIDEWALL & ENDWALL REINFORCEMENT
5 #4 HURIZENTAL BARS EVENLY
SPACED. #4 VERTICAL BARS @ 18' U.C.
4 #4 VERT. BARS IN CORNERS
OF ENLARGED WALL
3 #4 LONGITUDINAL BARS
IN WALL FOUTING
4 TRANSVERSE BARS @ 18' U.C.
TRISTEEL BUILDING
DETAIL 6
F❑UNDATI❑N F❑R INTERI❑R COLUMNS ON FRAMELINES 3 & 8
EXCEPT COLUMNS D3 & T)8
-03/03/2022
4'-A
i ---f ----18" WIDE SIDEWALL F❑❑TING
PLAN VIEW
SIDEWALL r8- 14'
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4 #6 VERTICAL BARS. EXTEND
INTO FOOTING AS SHOWN
4'-6' SQ,
WNUMIL111111
HAIRPIN BAR; EXTEND INTO
�B MINIMUM OF 5'.
FTWEEN PIERS FOR
A5 & A6. EXTEND
HNuuimu "lNumum PR❑VIDE MIN. Fl E-
3 " CONCRETE COVER BETWEEN BARS & S❑IL.
FOUR 3/4" DIA. X 18" ANCHOR BOLTS.
�- -19.5"
5 43 TIES; 4 IN AREA OF ANCHOR
BOLTS AND ONE 10" ❑.C,
#5 HAIRPIN BAR INT❑ SLAB, PR❑VIDE MIN,
❑F 3" CONCRETE BETWEEN BARS & S❑IL.
84"
12'
6 #4 BARS EACH WAY
EQUALLY SPACED
TRISTEEL BUILDING
DETAIL 7
F❑UNATI❑N F❑R EXTERI❑R COLUMNS ❑N ERAMELINES 4 THRU 7
EXCEPT COLUMNS- J4 & J5
osiaaieozz
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7'-6' SQ. 30'
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18' WIDE CONTINUOUS-
WALL
❑NTINU❑US WALL FOOTING I
4 #6 VERTICAL BARS, EXTEND
INT❑ FOOTING AS SHOWN IN
SECTI❑N VIEW.
45 HAIRPIN BAR: EXTEND INT❑
SLAB MINIMUM OF 5'.
6 #6 VERTICAL BARS, EXTEND
INTO FOOTING AS SHOWN IN
SECTION VIEW.
P #4 X -TIE BARS BETWEEN WIND BENT COLUMNS
PLACE IN SLAB AND PROVIDE MINIMUM OF 3'
OF CONCRETE BETWEEN S❑IL & BARS
PLAN VIEW_
SIX 3/4' DIA. ANCH❑R BOLTS
SEE BEHLEN ANCH❑R BOLT PLAN.
6' -{� 14'
I I
I 10 #3 TIES] 5 FOR EACH COLUMN LIN PIER.
I SEE PLAN VIEW, 8 IN AREA OF ANCHOR
BOLTS, THEN 2 AT 10'
I #5 HAIRPIN BAR INT❑ SLAB, PR❑VIDE
GRADE i MINIMUM OF 3' CONCRETE BETWEEN
° I BAR & S❑IL.
FITTE
l
I
3' MIN. CL.
I 24'
1
I
1
i
12'
7'-6' SQ.
9 #5 BARS EACH WAY
EQUALLY SPACED
TRISTEEL BUILDING
DETAIL 8
FOUNDATION E❑R COLUMNS J4 & .J5
03/03/2022
SIDE WALL ON COLUMN LINE D
SEVEN #3 TIES, FOUR IN AREA
❑F ANCHOR BOLTS, & THREE
BELOW @ 10' SPACING,
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3 I
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ENDWALL REINFORCEMENT;
#4 VERT. @ 18' O.C., AND
5 #4 HORIZ, EQUALLY SPACED„
FOUR #4 VERT, BARS IN
ENLARGED WALL, EXTEND
INT❑ FOOTING AS SHOWN,
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0 0 ° °
° o ° °10' 1 6'-0' SQ,
-F4- T
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FOUR 3/4' ANCHOR SULTS (DETAIL Q)
—�'F—lrz•
rn 12' 101—
n
0' �. 19.s• -I
FOUR 3/4' ANCH❑R BOLTS (DETAIL G)
�F--lrz•
-19.5' 4
�— FLOOR SLAB
FOUR #3 TIES IN AREA j
OF ANCH❑R BOLTS. 2`—�°
FOUR #5 VERT, BARS
IN PIER. EXTEND INT❑
FO❑TING AS SHOWN.
I
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16'
6'-0' SQ.
ilwallm
7 #5 BARS EACH WAY
EQUALLY SPACED
TRISTEEL BUILDING
DETAIL 9
FOUNDATION E MN D (DETAIL & DFTAIL. )
03/04/2022
8'-0" SQ.
PLAN VIEW
TRISTEEL BUILDING
DETAIL 10
F❑UNDATI❑N F❑R INTERI❑R COLUMNS D4 & D6
03/04/2022
6" SLAB
0
0
0
fl
4
PLAN VIEW
TRISTEEL BUILDING
DETAIL 10
F❑UNDATI❑N F❑R INTERI❑R COLUMNS D4 & D6
03/04/2022
6" SLAB
8'-6" SQ
PLAN VIEW
TUU i IUiN
TRIST EL BUILDING
DETAIL 1.1
FOUNDATION FOR INTERIOR COLUMN D5
6" SLAB
0
0
0
0
a
0
0
0
PLAN VIEW
TUU i IUiN
TRIST EL BUILDING
DETAIL 1.1
FOUNDATION FOR INTERIOR COLUMN D5
6" SLAB
6'-01 SQ,
o ll o
oil 0
PLAN, VIEW
rMl IM " /AP AA1f1Imm nns TC eT—TATI rN
TRISTEEL BUDDING
DETAIL 12
F❑UNDATIUN FOR INTERI❑R SULUMN__-7
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FOUR 3/48 ANCHOR DOLTS
FLOOR SLAB
FOUR #3 TIES IN AREA I
OF ANCHOR BOLTS, 24"
-FOUR #5 VERT. BARS
IN PIER. EXTEND INTO]
POUTING AS SHOWN.
4'-6" SQ. 6 #4 BARS EACH WAY
EQUALLY SPACED
SECTIUN
TRISTEEL BUILDING
DETAIL 13
FOUNDATION FOR COLUMN D3
03/05/2022