Page 38 - PortfolioHR_23

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T
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A
4 3/8"
STONE RAINWATER OVERFLOW
(SIDE OPPOSITE DOWNPIPE ONLY)
A7 AS 916
FOR REQUIRED HOOD TYPE/LOCATION
SEE ELEVATION REFERENCES.
FOR REQUIRED COPING TYPE/LOCATION SEE ELEVATION REFERENCES.
WHITMAN COLLEGE, PRINCETON UNIVERSITY, PRINCETON, NEW JERSEY, USA
01 02 03 04 05 06 07 08 09 10 11 01 02 03 04 05 06 07 08
A7 AS 932
2 1/8"
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K
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F
E
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A
* STONE AND CONCRETE SIZES TO BE DETERMINED BY STRUCTURAL ENGINEER
R 6 1/8"
R 2 1/2"
R 2 1/2"
R 8 1/4"
1'-7 1/2"
1'-4 3/4"
3"
+2'-9 7/8" above FFL
+3'-3 1/4" above FFL
F1 AS 916
A1 AS 916
F1 AS 916
A12 AS 932
A8 A8 AS 433 AS 433
A12 AS 932
L16 AS 402
L16 AS 402
L14 AS 916
A14 AS 916
2'-2 1/2"
2'-8"
2'-2 1/2" 3'-11 5/8"
144°
120°
4 3/8"
3"
1'-10 1/8"
10"
10"
6"
7'-11 5/8"
3 1/8"
1 3/8"
5 3/8" 4 1/2"
3 1/8"
1 3/8"
10 5/8" 2"
10" 2 7/8"
1 1/2"
6'-5 7/8"
7 1/2"
10 5/8" 2"
10"
4 1/2"
1 3/8"
3 1/8"
11 1/8"
11 7/8"
11 3/4"
1'-2 3/8"
10"
2'-8"
8"
5'-6 1/4"
5'-0 7/8"
5'-0 7/8"
5'-6 1/4"
5'-0 7/8"
4'-5 3/4"
5'-0 7/8"
4'-3 7/8"
9'-6 5/8"
10'-0"
24'-5 3/4"
4'-5 1/2"
1'-5 7/8"
1'-2 1/8"
A1
1 1/2" = 1'-0"
NICHE - ELEVATION & PLAN
5 3/8"
5 1/4"
NICHE - PLAN A7
AS - 932 1 1/2" = 1'-0"
NICHE - SECTION
01
02 03
04
05
06 07
08 09
10
A1 AS 433
3'-4 3/4"
NOTE: REFER TO K1/AS-605 BUILDING 'T' PASSAGE FOR TYPICAL ENTRY CONDITION WITHOUT HOOD MOULDING OR CORNER PANELS.
4 3/8"
2'-3 5/8" 4 1/4"
1'-6 3/8" 2'-10 5/8"
5 1/8"
PLAN
VARIES
+0'-10" ±0'-0"
5 1/4" 3 3/8"
1"
+8'- 10 3/4" FROM FFL TO UNDERSIDE OF STONE
BIRD PROTECTION
BIRD PROTECTION
1'-4"
9 3/4"
10"
6 1/4"
4" 6'-4" 11'-8"
2'-2 1/2"
06
2 5/8"
W
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T
S
R
P
5 1/8" 11 3/8"
AS - 932
11
1/2"=1'-0"
AS-921
A11 1/2"=1'-0"
TYPICAL ORIEL WINDOW
01
02
03
04
05
3'-4 3/4"
06
07
08
01
WET PLASTER FINISH
02
03
04
05
07
CUT LIMESTONE
ONLY AT BUILDING 'T' PASSAGE UPPER DOOR (SEE K1/ AS-605)
+06'-7 3/4" FROM FFL TO SPRINING POINT
CUT LIMESTONE
CUT LIMESTONE
+01'-11 1/4" FROM FFL UNDERSIDE OF STONE
SCHIST +00'-00" FFL GRANITE
SECTION
P01 STUDENT ENTRY & UPPER DOOR TO BUILDING 'T'
EXTERIOR
AS-916