HomeMy WebLinkAboutColumn Section & Slab0' 8"
10 L-71 ri—±71.
SCALE: 1" = 1'
_,
0 5" 10"
2' 2"
i I I I
117=:111
I I ElliE
0' 10"
V V
V V
Slab reinforcement:
1' 0" WVVF 6x6-W1.4xW1.4
BOND BREAKER
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v
V • V V a
r' •q r • .1
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17
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111.111171Prilmilimijiallir"
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VARIES
(See Footing Table)
Drawing Name: COLUMN SECTION AND SLAB
Drawn by: Sue Kupetian
Date: January 6, 2016
File Name: PrecisionRingerColSecSlab.pdf
CLEAN SAND OR
PEA GRAVEL OR 0' 6"
COMPACTED BACK-
FILLAS PER
SPECIFICATIONS
L
0' 6"
COLUMN SECTION
AND SLAB
• (Slab to be poured at a later date)
How POINf eAl&INtePINa
202 North Ave„ #252
Grand Junction, CO 81501
970-248-9200
0/17
COLUMN TABLE *
1
A
2'0"x2'0"
3x3@#4
1
B
2'6"x2'6"
4x4@#4
1
C
3'0"x3'0"
4x4@#4
1
D
3'0"x3'0"
4x4@#4
1
E
2'6"x2'6"
4x4@#4
1
F
2'0"x2'0"
3x3@#4
2
A
2'0"x2'0"
3x3@#4
2
B
6'0"x6'0"
7x7@#5
2
E
6'0"x6'0"
7x7@#5
2
F
2'0"x2'0"
3x3@#4
3
A
2'0"x2'0"
3x3@#4
3
B
6'0"x6'0"
7x7@#5
3
E
6'0"x6'0"
7x7@#5
3
F
2'0"x2'0"
3x3@#4
4
A
2'0"x2'0"
3x3@#4
4
B
2'6"x2'6"
4x4@#4
4
C
3'0"x3'0"
4x4@#4
4
D
3'0"x3'0"
4x4@#4
4
E
2'6"x2'6"
4x4@#4
4
F
2'0"x2'0"
3x3@#4
Drawing Name: FOOTING TABLE
Drawn by: Sue Kupelian
Date: January 8, 2017
File Name: PrecisionRingerFootingTable.pdf
All vertical bars in columns are # 6, 4 per column,
and all column ties are # 3.Two ties area needed
for each column.
* Column Line/Frame Line designations
refer to Precision Buildings Project
No. 15 - B - 57465 -1, Sheet F1.
HIGH P0IN �NGIN���ING
202 North Ave., #252
Grand Junction, CO 81501
970-248-9200
0//7