8204_s1v8.pdf
PDF 209 KB Posted
- Attached to
- Construct Cabin at LORA
- Solicitation number
- W911S7-19-B-0002
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8204_s1v8
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Other files
| File | Type | Posted |
|---|---|---|
| Bid_Abstract,_W911S7-19-B-0002,_LORA_Cabin.pdf | ||
| 8204_a2v8_REV1.pdf | ||
| 8204_a3v8_REV1.pdf | ||
| W911S7-19-B-0002-0001.pdf | ||
| 8204_P2v8_REV1.pdf | ||
| 8204_c1v8_REV1.pdf | ||
| 8204_P1v8_REV1.pdf | ||
| Attachment_17,_Responses_to_Question_and_Answer,_W911S7-19-B-0002.pdf | ||
| 8204_FP1v8_REV1.pdf | ||
| Attachment_1_Statement_of_Work_Rev._1.pdf | ||
| 8204_s2v8_REV1.pdf | ||
| 8204_a1v8_REV1.pdf | ||
| Sign_-_In_Sheet.pdf | ||
| 8204_P1v8.pdf | ||
| 8204_c1v8.pdf | ||
| 8204_e4v8.pdf | ||
| 8204_e3v8.pdf | ||
| 8204_e1v8.pdf | ||
| Attachment_2_Camden_County_Wage_Determination.pdf | ||
| 8204_P2v8.pdf | ||
| 8204_s2v8.pdf | ||
| 8204_M1v8.pdf | ||
| 8204_FP1v8.pdf | ||
| Attachment_1_Statement_of_Work.pdf | ||
| 8204_a2v8.pdf | ||
| W911S7-19-B-0002_LORA_Cabin.pdf | ||
| 8204_a3v8.pdf | ||
| 8204_a1v8.pdf | ||
| 8204_e2v8.pdf |
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Text version
2'-0"
8"
LINE
GRADE
#4@10" EW, EF
V A
R
IE
S
3-#4 CONT.
F1 CONT. FOOTING DETAILS
M
IN
STHD STRAPS
FOR LSTHD/
1-#4 REQD'
LSTHD/STHD STRAPS
21 JUN 18
L v
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A P
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D M
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D I
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D A
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A P
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D A
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S U
B M I
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C H
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D R
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N
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C O
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D I
N A
T I
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D A
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D A
T E
D A
T E
SCALE
DATE
PROJECT NO:
DRAWING NO:
OFSHEET
AS SHOWN
U
E L
L E
R
S1 2
C8204.14
J
B A
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S
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B
R A
C O
N S
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B
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F O
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28'-7"
5'-5"5'-5" 5'-5" 5'-5"5'-5"
28'-7"
/4
/4
9" 9"
B U
L M
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B A
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STHD
LSTHD/
STHD
LSTHD/
STHD
LSTHD/STHD
LSTHD/
14'-3 1/2 "14'-3 1/2 "
/4
F2
F2
F2
F2
F1
F1
F1
F1
3'-0"
5-#4 EW
LINE
GRADE
F2 SPREAD FOOTING
5-#4 EW
LINE
GRADE
F3 SPREAD FOOTING
2'-0"
M
IN
V A
R
IE
S
M
IN
V A
R
IE
S F2
F2
F3 F3 F3 F3
S1
FOUNDATION PLAN
S1
NTS
WALL
CONC.
2x4 STUD
STRAP
AT LEAST 95% OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D-1557
REQUIRED FILL SHALL BE CLEAN, GRANULAR MATERIAL COMPACTED TO
SHOULD BE REMOVED PRIOR TO CONSTRUCTION. ANY
4. ALL TOP SOIL, ORGANIC AND VEGETATIVE MATERIAL
LAP BARS AT SPLICES A MINIMUM OF 24" UNLES NOTED OTHERWISE.
3. EXTEND REINFORCING BARS A MINIMUM OF 36" AROUND CORNERS AND
GRADE 60 REQUIREMENTS AND SHALL BE FREE OF RUST, DIRT OR MUD.
2. REINFORCING STEEL, DOWEL AND TIES SHALL CONFORM TO ASTM-615
28 DAY COMPRESSIVE STRENGTH, UNLESS NOTED OTHERWISE.
1. CONCRETE SHALL HAVE A MINIMUM OF 3000 PSI,
NOTES:
(EXTERIOR SIDE)
IN PEA GRAVEL BASE
W/FILTER MEMBRANE
4" DIAM. DRAIN TILE
OPENING)
CORNER OR
(WITHIN 12" OF ANY
W/SILL ANCHORS @24"
SILL PLATE
1'-0"
1'-0"
6-#4
6-#4
STIRRUPS
#3 - 4@6"
STIRRUPS
#3 - 4@6"
F3
F3
F3
F3
LOA 05696-8J
C.0006246
| 2018-11-26T07:28:38-0600 | |
| BALES.JIMMIE.D.JR.1231309302 |
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