HomeMy WebLinkAboutCONCRETE ENGINEERING - 22-00209 - 5237 S 2785 W - Thane Siddoway ShopFOUNDATION DESIGN FOR THANE SIDDOWAY 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. X3414, dated 12/01/2021.
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 & 4 2
Detail 2 - Foundation for Interior Columns on Framelines 1 & 4 3
Detail 3 - Foundation for Columns on Framelines 2 & 3 4
SIDEWALL
ENDWALL
4'-V
10"
SIDEWALL F❑❑TING REINFORCEMENT:
4° 2 #4 C❑NTINU❑US L[INGITUDINAL BARS,
AND #4 TRANSVERSE BARS @ 18' ❑.C.
• ENDWALL F❑❑TING REINFORCEMENT:
3 ##4 CONTINUOUS LONGITUDINAL BARS,
AND #4 TRANSVERSE BARS @ 18' D.C.
m_mi "T�A�
12° 3/4' DIA. ANCHOR BOLTS
-19.5" -�
7 #3 TIES; 4 IN AREA OF
ANCHOR BOLTS, THEN AT
10' ❑.C. BELOW.
TYP. SIDEWALL & ENDWALL REINF❑RCFMCNT
5 #4 H❑RIZCINTAL BARS EVENLY
SPACED. #4 VERTICAL BARS @ IS- ❑.C,
4 #4 VERT. BARS IN CORNERS
OF ENLARGED WALL
_3 #4 L❑NGITUDINAL BARS
IN ENDWALL F❑❑TING
#4 @ 18` Q.C. TRANSVERSE
-24,
SECTION
THANE SIDDOWAY BUILDING
DETAIL 1
FOUNDATION FOR CORNER COLUMNS ON FRAMELINES I& 4
12/03/2021
IN BAR. EXTEND
i' INTO SLAB.
PLAN VIEW
3/4' DIA. ANCHOR BOLTS
I---I/2'
�-- 19.5"
7 #3 TIES; 4 IN AREA
OF ANCHOR BOLTS, THEN
AT 10' D.C. BELOW.
#4 HAIRPIN INT❑ SLAB; PROVIDE MIN,
OF 3' CONCRETE COVER BETWEEN
BAR & SOIL,
TYP. SIDEWALL & EN➢WALL RLINF❑RCLMLNT
5 #4 H❑RIZ❑NTAL BARS EVENLY
SPACED. #4 VERTICAL BARS @ 18° ❑.C,
4 #4 VERT. BARS IN CORNERS
OF ENLARGED WALL
3 #4 L❑NGITUDINAL BARS
IN WALL F❑❑TING
4 TRANSVERSE BARS @ 18' ❑.C.
24'
SECTION
THANE SIDD❑WAY BUILDING
DETAIL 2
EEI _UNDATION _ FOR INTERIOR, COLUMNS ❑N ERAMELINES I & 4
12/03/2021
3,_
� j I
PLAN VIEW
I I
I I
I I
I I
I I
GRAVE I I
I I
I
I
I
I
I
I
I
I
4 46 VERTICAL BARS. EXTEND
INT❑ F❑❑TING AS SHOWN I
I
T-6' SO.
SECTION
#4 X-TIE BARS
SLAB
18" WIDE SIDEWALL FOOTING
SIDEWALL
FOUR 3/4" DIA, ANCHOR
---j 1iz°
5 #3 TIES; 4 IN AREA OF
AND 1 AT 10" P.C.
BOLTS,
ANCHOR DOLTS,
TWO #4 X-TIE BARS; EXTEND AROUND
❑PP❑SITE COLUMN ANCHOR BOLTS. PROVIDE
MIN. OF 3" CONCRETE BETWEEN BARS & S❑IL.
" CL.
2'-0.
12,
4 #4 BARS EACH WAY
EVENLY SPACED
mII !Iltljlll ALL�C 1
DETAIL 3
F❑UNDATI❑N. FOR.. COLUMNS O.N._FRAMELINES....2 & 3
12/03/2021