S102.pdf
PDF 177 KB Posted
- Attached to
- RECOVERY--Y--Replace Troop Training Quarters Federal contract opportunity
- Solicitation number
- W912KC-09-B-0009
About this file
Revised Drawings Section S102
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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 | ||
| S302.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
[ 10' - 1" ] [ 161' - 9" ]
49301 3073 [ 10' - 1" ]
[ 181' - 11" ] 55448
3226 15621 17755 15621 3226 [ 10' - 7" ][ 51' - 3" ][ 58' - 3" ][ 51' - 3" ][ 10' - 7" ]
[ 181' - 11" ] 55448
[ 2' - 0" ]
(T Y P
[ 2' - 0" ]
HOLLOW CORE PRECAST (TYP)
S301
Typ
S301
Typ
ICF WALL
W250x39
[W10x26]
TRUSS TYPE T5 @ 1219mm [4'-0"] O/C
S301
S301
[ 11' - 0" ]
2.9 KN/m²
[61 psf]
2.9 KN/m²
[61 psf]
TRUSS TYPE T6 @ 1219 mm [4'-0"] O/C TRUSS TYPE T6 @ 1219 mm [4'-0"] O/C
S303
SNOW DRIFT
LOADING
S301
S301
S301
S301
S301 SIM
SEE TYPE T5 S304 FOR TRUSS
LAYOUT @ MECH UNITS.
COORDINATE LOCATION
W/ MECH DWGS.
OPENINGS IN FLOOR
COORDINATE LOCATION
W/ MECH DWGS
[ 2' - 2" ]
[ 1' - 0" ]
S303
Sim
S301
TRUSS TYPE T5A @ 1219mm [4'-0"] O/C
TRUSS TYPE T5 @ 1219mm [4'-0"] O/C
S302
S302
S302
OH
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
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G
RO
U P, F O R T
IN
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TO
W N G A P, A N N V
IL
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S102
SECOND FLOOR PLAN
August 27, 2009
GDGIRGJCL
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
1/8" = 1'-0"
SECOND FLOOR
NOTES:
1. SEE DWG S001&S002 FOR GENERAL NOTES AND TYPICAL DETAILS
2. FOR LOCATION OF ALL WINDOWS AND DOOR OPENINGS
SEE ARCHITECTURAL DRAWINGS
3. HOLLOWCORE PRECAST SLAB = 305 mm [12"] + 51 mm [2"] TOPPING
4. TOP OF HOLLOWCORE PRECAST SLAB + 51 mm [2"] TOPPING = 3859 mm [12'-8"]
5. TOP OF STEEL = 3048 mm [10'-0"]
6. HOLLOWCORE PRECAST SLAB TOPPING REINFORCED W/ 6x6-W2.1xW2.1 WELDED WIRE FABRIC.
TOP OF CONCRETE
= 3048 mm [10'-0"] (TYP-UNO)
N o
D A T E
D E S C R
IP
T
IO
N
D a te
R e v is io n
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