REVISED_DRAWINGS._AMEND_0005.pdf
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- W912ES-13-T-0110
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REVISED DRAWINGS (9/3/2013)
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| File | Type | Posted |
|---|---|---|
| RESPONSES_TO_QUESTIONS_9.18.13.pdf | ||
| AMENDMENT_0007.pdf | ||
| AMENDMENT_0006.pdf | ||
| AMENDMENT_0005.pdf | ||
| AMENDMENT_0004.pdf | ||
| AMENDMENT_0003.pdf | ||
| AMENDMENT_0002.pdf | ||
| AMENDMENT_0001.pdf | ||
| W912ES-13-T-0110_REQUEST_FOR_QUOTATION.pdf | ||
| Site_Layout.pdf | ||
| Drawing_Sheet_ID_S-101.pdf |
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ATTACHMENTS
b6ctslad Typewritten Text
Typewritten Text
Typewritten Text
REVISED SEPTEMBER 3, 2013
POST (TYP.)
STRUCTURE'S
JOINT (TYP.)
CONSTRUCTION
#5 @ 12"
4 #4
@ 8"
#3 STIRRUP
4 #4
@ 8"
#3 STIRRUP
12'-0" 4'-0"2'-0"
2'-0" (TYP.)
1'-3"
1/2 "
/2
1'-0" (TYP.)
(T
Y P
102'-0"
20'-0" 15'-0"20'-0"16'-0" 15'-0"
20'-0" (TYP.)1'-0" (TYP.)
102'-0"
SEALANT
POURED JOINT
#5 @ 12"
PAINTED AND OILED
2'-6" LONG, ONE END
#5" DOWEL @ 12" C.C.,
#5 @ 12"
CAISSON
CONCRETE
12" DIA.
LATER DATE
SLAB IS ERRECTED AT
CAISSON & SLAB WHEN
FILLER BETWEEN
PREFORMED JOINT
FORM TUBE
CONCRETE
(TYP.)
FORM TUBE
CONCRETE
CAISSON (TYP.)
12" DIA. CONCRETE
2 #4 STIRRUPS AROUND
CAISSON (TYP.)
12" DIA. CONCRETECAISSON (TYP.)
12" DIA. CONCRETE OF WORK)
(SEE SCOPE
GRANULAR FILL
WORK)
(SEE SCOPE OF
GRANULAR FILL
GROUND
EXISTING
10'-0"
2'-0"
4'-0"
2'-0"
4'-0"
OUTLINE
BUILDING ROOF
B
A
PLAN VIEW
SCALE: 1/4" = 1'-0"
SCALE: 3/8" = 1'-0"
CONSTRUCTION JOINT
SCALE: 1/4" = 1'-0"
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B
SCALE: 3/8" = 1'-0"
C C
SCALE: 1 1/2" = 1'-0"
SCALE: 1 1/2" = 1'-0"
SECTION - OPTIONAL
SECTION - OPTIONAL
SECTION
SECTION
DETAIL - OPTIONAL
OPTIONAL CONCRETE SLAB LAYOUT
STORAGE BUILDING FOOTING AND
STORAGE BUILDING CONCRETE SLAB - OPTIONAL
STORAGE BUILDING CONCRETE SLAB - OPTIONAL
CAISSON FOOTING
CAISSON FOOTING
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