HomeMy WebLinkAboutCONCRETE ENGINEERING - 20-00700 - Kodiak LLC - Gorilla PerformanceFOUNDATION DESIGN FOR NEAL STODDARD 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. X2627, dated 08/2012020.
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 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 ACT -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 I
Detail 1 -- Foundation for Corner Columns on Frameline 1 2
Detail 2 — Foundation for Corner Columns on Frameline 5 3
Detail 3 — Foundation for Interior Columns on Framelines 1 & 5 4
Detail 4 — Foundation for Exterior Columns on Framelines 2 Thru 4 5
Detail 5 Foundation for Interior Columns on Framelines 2 Thru 4 6
0
H
0
NEAL STEDDARD BUILDING - ENUNDATIDN PLAN
08/26/2020
24'
12i 111M.l4a
TYP. ENDWALL FOOTING REINFORCEMENT;
3 #4 LONGITUDINAL BARS & #4 TRANSVERSE
BARS @ 18' U.C.
TYPICAL ENDWALL & SIDEWALL
REINFORCEMENT,
#4 VERT. BARS IS' O.C. AND
5 #4 HORIZ, BARS CONTINUOUS
EVENLY SPACED IN WALL
18'
TYP. SIDEWALL FTG, REINFORCEMENT:
2 #4 LONGITUDINAL BARS & #4
TRANSVERSE BARS @ IS' O.C.
FLAN VIEW
SIDEWALL
12" FOUR 3/4' DIA. ANCHOR BOLTS
P7 19.5'
GRADE u � Z #3 TIES; 4 IN AREA OF ANCHOR BOLTS
THEN AT 10' SPACING
4'-0.
IN
4 114 BARS. EXTEND INTO
FOOTING AS SHOWN.
24'
NEALSTQD_DARD BUILDING
DETAIL 1
FOUNDATION FOR CORNER COLUMNS ON ERAMELINE 1
08/26/2020
ENDWALL
4
PLAN VIEW
-1 .1 1 -
DIM. ANLI"Lim
41/2"
24°�
SECTION
BELTS
_S, 4 IN AREA ❑F
BOLTS, THEN AT
BELOW,
SIDEWALL
-❑RCEMENT:
BARS EVENLY
gSVERSE
TYP, SIDEWALL & ENDWALL REINF❑RCEMFNT
5 #4 HORIZONTAL BARS EVENLY
SPACED. #4 VERTICAL BARS 2 18" O,C.
4 #4 VERT. BARS IN CORNERS
LF ENLARGED WALL
3 #4 LONGITUDINAL BARS
IN ENDWALL FOOTING
#4 TRANSVERSE BARS 2 18" E.C.
NEAL ST❑DDARD BUILDING
DETAIL 2
FOUNDATION FOR C❑RNER COLUMNS ON ERAMELINE 5
08/26/2020
T -G
• $Q.
4"
0 0
0 0 la -
GRADE
12,
PLAN VIEW
4 HAIRPIN BAR, EXTEND
MINIMUM OF 5 FT. INT❑ SLAB,
FOUR 3/4 DIA, ANCHOR BOLTS
-��1/2`
#3 71ES; 4 IN AREA OF ANCHOR
OLTS, THEN 3 R 10• SPACING
#4 HAIRPIN BAR INTO SLAB
------------
4 VERT. BARS 18" O.C.
5 #4 HORIZ. BARS CONTINUOUS
IN WALL
4 #4 VERT. BARS IN CORNFRS
OF ENLARGED WALL. EXTEND INTO
FOOTING AS SHOWN.
L- - - - - - - --
�
SQ. 4 #4 BARS EACH WAY IN
SECTION ENLARGED FOOTING
N AE 'STODDARD BUTLDING
DETAIL 3
F❑UNDATI®N E❑R INTERI❑R C❑LUMNS ❑N F RAMELINES 1& 5
08/26/202D
VAC
#5 HAIRPIN BAR, EXTEND MINIMUM
❑F 6 FT, INTI ❑ SLAB.
18' WIDE SIDEWALL FO❑TING,
I I i j TYP, REINFORCEMENT: 2 #4 BARS
LONGITUDINALLY, AND #4 BARS
P I8',O.C. TRANSVERSE.
2 44 X -TIE BARS BETWEEN COLUMNS A3 & A4,
PLAN VTFW AND F3 & F4. PLACE IN SLAB AND PROVIDE
MINIMUM OF 3' CONCRETE COVER ALL AROUND,
SIDEWALL
I I
I I
I
GRADE
E
I
I
I
1
I
4 #6 VERTICAL BARS. EXTEND
INT❑ FOOTING AS SHOWN
7'-0' SQ.
SECTION
FOUR 3/4' DIA. ANCHOR BOLTS.
SII --i/2•
5 #3 TIES; 4 IN AREA OF ANCHOR BOLTS,
AND 1 AT 10' O,C
5 HAIRPIN BAR INTO SLAB
24'
16'
8 #5 BARS EACH WAY
EVENLY SPACED AS SHOWN
N AL ..STODDARD BUILDING
DETAIL 4
FOUNDATION FOR LXTERIUR COLUMNS ON FRAMELINES 2 THRU 4
08/26/2020
d I I
I � I
J" SQ, 12'
#5 HAIRPIN BAR, EXTEND MINIMUM
❑F 6 FT, INTI ❑ SLAB.
18' WIDE SIDEWALL FO❑TING,
I I i j TYP, REINFORCEMENT: 2 #4 BARS
LONGITUDINALLY, AND #4 BARS
P I8',O.C. TRANSVERSE.
2 44 X -TIE BARS BETWEEN COLUMNS A3 & A4,
PLAN VTFW AND F3 & F4. PLACE IN SLAB AND PROVIDE
MINIMUM OF 3' CONCRETE COVER ALL AROUND,
SIDEWALL
I I
I I
I
GRADE
E
I
I
I
1
I
4 #6 VERTICAL BARS. EXTEND
INT❑ FOOTING AS SHOWN
7'-0' SQ.
SECTION
FOUR 3/4' DIA. ANCHOR BOLTS.
SII --i/2•
5 #3 TIES; 4 IN AREA OF ANCHOR BOLTS,
AND 1 AT 10' O,C
5 HAIRPIN BAR INTO SLAB
24'
16'
8 #5 BARS EACH WAY
EVENLY SPACED AS SHOWN
N AL ..STODDARD BUILDING
DETAIL 4
FOUNDATION FOR LXTERIUR COLUMNS ON FRAMELINES 2 THRU 4
08/26/2020
PLAN VIEW
Fns rD '7� / ° Amrunp Pni Te
SECTILIN.
5" SLAB
„ - BARS EACH WAY
EQUALLY SPACED
N_EAL SIMARD BUILDING
DETAIL 5
FOUNDATION FOR INTERI❑R COLUMNS ❑N FRAMELINES 2 TH_RU 4
08/26/2020
O
O
0
0
E
PLAN VIEW
Fns rD '7� / ° Amrunp Pni Te
SECTILIN.
5" SLAB
„ - BARS EACH WAY
EQUALLY SPACED
N_EAL SIMARD BUILDING
DETAIL 5
FOUNDATION FOR INTERI❑R COLUMNS ❑N FRAMELINES 2 TH_RU 4
08/26/2020