S302.pdf
PDF 212 KB Posted
- Attached to
- RECOVERY--Y--Replace Troop Training Quarters Federal contract opportunity
- Solicitation number
- W912KC-09-B-0009
About this file
Revised Drawing Section S302
View the file
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|---|---|---|
| Troopcamp Addendum 3.doc | DOC document | |
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| SK-C2.pdf | ||
| E102 ADD 2.pdf | ||
| 16711 - Telecommunications.pdf | ||
| E001 ADD 2.pdf | ||
| SK-A2.pdf | ||
| SK-A1.pdf | ||
| E602 ADD 2.pdf | ||
| SK-C3.pdf | ||
| E108 ADD 2.pdf | ||
| 02820 - Aluminum Louver Fencing.pdf | ||
| 04720 - Cast Stone.pdf | ||
| E604 ADD 2.pdf | ||
| SK-C1.pdf | ||
| E107 ADD 2.pdf | ||
| Troopcamp Addendum 2.doc | DOC document | |
| E601 ADD 2.pdf | ||
| 09900 Paints and Coatings.pdf | ||
| S102.pdf | ||
| Troopcamp Addendum 1.pdf | ||
| 05520 Handrails and Railing.pdf | ||
| S101.pdf | ||
| 02225 Building Demolition.pdf | ||
| Replace Troop Training Quarters.pdf | ||
| Troop Training Spec Vol 2.pdf | ||
| Troop Training Spec Vol 1.pdf |
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Text version
PVC WATERSTOP
W/ KEY
203 [8"]
[8
[2
[1'-0"]
(TYP)
[1'-0"]
[5
#6@12 EW T & B
#5@12
(TYP UNO)
#5 @ 16
DOWELS
[5'-9 3/4"]
[1'-4"]
[8
[2
[1'-0"]
(TYP)
#6@12 EW T & B
#5@12
(TYP UNO)
ICF WALL SYSTEM
#5 @ 16
DOWELS
#5 @ 16
DOWELS
BOND BREAK
MAT'L (TYP)
BOND BREAK MATERIAL
PVC WATERSTOP
W/ KEY
[2'-0"]
[1'-0"]
[8'-4 3/4"]
[5
[4
6 [1/4"] EXPANSION
JOINT W/ SEALANT
[ 0' - 8 1/2" ]
#4 TIE @ 12" O/C
#5 VERTICAL (TYP)
TOP OF CONCRETE
PILASTER
3048mm [10'-0"]
[ 0' - 8 1/2" ]
PROVIDE TRUSS TYPE
HORIZ REINF. @ 406 [16"]
TOP OF CONCRETE
PILASTER
3048mm [10'-0"]
#4 @ 1219mm [48"] HORIZ.
GROUT FILL DURING
BLOCK INSTALLATION
DRILL & EPOXY HORIZ. REINF.
WITH MIN. 152mm [6"] EMBEDMENT
#5 BAR EACH CORE
GROUT SOLID
EXTEND MIN. 610mm [24"] INTO
CONCRETE BELOW
*COORDINATE TOP OF MASONRY WALL
W/ ARCH DWGS
SECOND
FLOOR
12' - 8"
ADD'L #4 BAR CENTERED
#4 DOWEL @ 1219 [4'-0"] O/C
GROUTED SOLID @ CORE. (BAR SHALL REMAIN
VERTICAL UNTIL HOLLOWCORE IS ERECTED AND BENT BY
HOLLOWCORE ERECTOR AFTER PLANK IS SET)
BOND BEAM
WALL REINF.
AS SHOWN ON PLAN
BEARING STRIP
COORDINATE EDGE OF
SLAB EMBEDMENTS ECT.
WITH APPROVED ELEVATOR
SHOP DWGS.
1 2 3 4 5 6 7
A
B
C
D
E
F
209 SENATE AVENUE
CAMP HILL, PA 17011
APPROVAL:
PROJECT NUMBER:
DESIGNED: MODELED: CHECKED:
DATE:
DRAWING TITLE:
DRAWING NO.:
R E V
IS
IO
N S
1 2 3 4 5 6 7
STRUCTURAL
3d R
EG
IO
N A L
SU
PP
O
RT
G
RO
U P, F O R T
IN
D
IA
N
TO
W N G A P, A N N V
IL
LE
, P
EN
N
SY
LV
A N
IA
S302
CONCRETE SECTIONS
AND DETAILS
August 27, 2009
GDGIREJCL
LKLW959714
A G S S C H O O L H O U S E T R O O P C A M P D O R M
IT
O R Y
P E N N S Y L V A N
IA
A
IR
N A T
IO
N A L G U A R D
1/2" = 1'-0"
SECTION
1/2" = 1'-0"
SECTION
N o
D A T E
D E S C R
IP
T
IO
N
D a te
R e v is io n
1" = 1'-0"
SECTION
1" = 1'-0"
SECTION
1" = 1'-0"
SECTION
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