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By: EPK
Title
Foundation
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Project No. 2112
Date: 6/10/2021
By: EPK
Title
Foundation
Plan
Drawing No.
S.2.1
2x6 WALL
PLYWOOD/ ZIP SHEATHING
PLYWOOD SUBFLOOR, TYP. 1/4" EXP. JT. MAT'L.
SEE GENERAL NOTES x WALL,
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SEE SOIL REPORT SEE
PLAN
VERTICAL BARS MAY BE WET -STABBED DURING FOOTING
POUR.
2x WALL,
SEE PLAN
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® 4'-0" O.C., TYP.
T.O. WALL
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NOTE: ABU POST BASES MAY BE USED FOR 3-2x6
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8" CONC. WALL
II 2x6x24" SCAB PLATE
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ANCHORS ®16" O.C.
c, BUILT-UP COLUMN
(TREATED WOOD)
SEE PLAN
FOR REINFORCING SEE DEN FTNG. AS REQ'D TO PROVIDE
OTHER SECTIONS ADEQUATE BEARING FOR COL.
2x6 WALL
1/2" EXP. JT. MAT L.
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BEAR ON COMPACTED
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WHERE
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SEE SOIL REPORT SEE
PLAN
VERTICAL BARS MAY BE WET -STABBED DURING FOOTING
POUR.
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SEE PLAN
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® 4'-0" O.C., TYP.
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-COLUMN; SEE PLAN
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NOTE: ABU POST BASES MAY BE USED FOR 3-2x6
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SHOWN.
TREATED WOOD c
COLUMN
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BEAR ON COMPACTED
STRUCTURAL FILL;
SEE SOIL REPORT
1 7
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EACH ANGLE
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SES E pAN FLOOR JSTS.
SEE FRAMING PLAN
LVL. BEAM
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8" CONC. WALL
II 2x6x24" SCAB PLATE
5 RAM -SET OR EQUAL
ANCHORS ®16" O.C.
c, BUILT-UP COLUMN
(TREATED WOOD)
SEE PLAN
FOR REINFORCING SEE DEN FTNG. AS REQ'D TO PROVIDE
OTHER SECTIONS ADEQUATE BEARING FOR COL.
2x6 WALL
1/2" EXP. JT. MAT L.
4" CONC. SLAB
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DEN FTNG.; SEE PLAN
STRUCTURAL FILL;
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POUR.
3
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SEE PLAN
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8"
d®
`A CONC. WALL
EXTERIOR SLABS
NOTE: These drawing revisions must accompany the
previously approved set of plans at job site for
Building Inspector's reference.
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Project No. 2112
Date: 6/10/2021
By: EPK
Date Revision
Title
Details
Drawing No.
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Project No. 2112
Date: 6/10/2021
By: EPK
Date Revision
Title
Details
Drawing No.
S.6.1
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