HomeMy WebLinkAboutFOUNDATION DETAIL - 22-00244 - 3954 Jake Way Suites 101 & 102 - Storage BuildingFOUNDATION DESIGN FOR FRED BAUGH BUILDING
REXBURG, IDAHO
For SteelVision Construction
NOTES:
1. Foundation configuration provided by Trevor Haslem of SteelVision Construction.
2. Foundation loads from Behlen Drawings, Sheet 2, Job No. X3389, dated 11/10/2021,
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 = 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 Page
Foundation Plan 1
Detail 1 —Foundation for Corner Columns on Framelines 1 & 9 2
Detail 2 —Foundation for Interior Columns on Framelines 1 & 9 3
Detail 3 — Foundation for Columns on Framelines 2 thru 8 4
Detail 4 -Foundation for Columns B5 & C5 5
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ENDWALL
T-6'
SQ,
7"
GRADE
TYP, ENDWALL F❑OTING REINFORCEMENT:
3 #4 L❑NGITUDINAL BARS & #4 TRANSVERSE
BARS 2 IS' i].C,
TYP. ENDWALL & SIDEWALL REINFORCEMENT;
#4 VERT. BARS IS' O.C. AND 5 44 CONTINUOUS
H❑RIZ, BARS EVENLY SPACED IN WALL.
R �i
4'
PLAN VIEW
12"
TYP, SIDEWALL FTG, REINFORCEMENT;
2 #4 LONGITUDINAL BARS & #4
TRANSVESE BARS @ 13' O.C.
F❑UR 3/4' DIA, ANCHOR RDLTS
--19,5" ----�
7 #3 TIES; 4 IN AREA OF ANCHOR BOLTS
THEN AT 10' SPACING
SLAB
SECTILN
4 44 BARS, EXTEND INTO
F❑OTING AS SHOWN.
4 #4 BARS EACH WAY
EVENLY SPACED
ERED BAUGH BUILDING
DETAIL 1
E❑UNLATI❑N FOR CORNER COLUMNS ON FRAMELINES I & 9
11/19/2021
910
4`0•
12'
PLAN VIEW
HAIRPIN BAR, EXTEND
V, OF 5' INT❑ SLAB,
3/4 DIA. ANCHOR BOLTS
7 #3 TIES; 4 IN AREA CIF ANCHOR
BOLTS, THEN 3 2 10' SPACING
#4 HAIRPIN BAR INT❑ SLAB. PROVIDE
MIN. OF 3' CONCRETE BETWEEN BAR
AND SOIL.
------------
4 VERT. BARS IB' O.C.
5 44 HORIZ. BARS CONTINUOUS
IN WALL
��'4 44 VERT. BARS IN CORNERS
OF ENLARGED WALL. EXTEND INTO
FCIOTING AS SHOWN.
E-----------I \ \
w 3'-6` SQ.-
SECTION.
FRED BAUGH BUILDING
4 #4 BARS EACH WAY
EVENLY SPACED IN
ENLARGED FOOTING
DETAIL 2
FOUNDATION FOR INTERIOR CULUMNS ON FRAMELINES 1 & 9
11/19/2021
4' --
4 46 VERTICAL BARS. EXTEND
INTO FOOTING AS SHOWN
a HA Y--T7V- i1ADV
RrT\.lrrr,} PIERS FCIR
S, D4 & D5, AND
ANCHOR BOLTS.
ETE BETWEEN
#5 X-TIE BARS
i
I I I I
I I 18' WIDE SIDEWALL FC]GTING.
I TYP. REINF❑RCEMENT: 2 #4 BARS
L❑NGITUDINALLY, AND #4 BARS
@ 18'.O.C, TRANSVERSE.
4'-5° SU.
SIDLWALL
ANCHOR BOLTS.
5 #3 TIES; 4 IN AREA OF ANCHOR
BOLTS, THEN ❑N£ BELOW.
2 #5 X-TIE BARS AROUND ❑PPOSITL COLUMN
ANCHOR BOLTS; PR❑VIDE MIN. OF 3' CONCRETE
BETWEEN BARS ANf S❑IL.
2 4'
12,
5 #4 BARS EACH WAY
EVENLY SPACED
FREE BAUGH BUSING
DETAIL 3
FOUNDATION FOR COLUMNSN FRAM IN 2 H
11/19/2021
2'-
0 0
10,
0 0
PLAN VIEW
-.) in TIT
SECTIIN
ERED BAUGH BUILDING
DETAIL 4
'•``MMMIMI'iCYMlice►
S
VERTICAL BARS
I BARS EACH WAY
SPACED
F❑UNDATI❑N FUR COLUMNS BS & C5
11/19/2021