HomeMy WebLinkAbout2015.047.1 BethesdaParishHallMods_appLevel 1
304' - 7 1/2"
Level 2
13' - 0"
Level 3
25' - 6"
Level 4
38' - 0"
Roof
51' - 6 1/4"
A205.1
1
T.O.SLAB
FINISHED FLOOR
T.O.SLAB
T.O.SLAB
T.O.STEEL
SCALE
COMMISSION NO.
DATE
DRAWN BY
DRAFT
NOT FOR
CONSTRUCTION
REVISION NUMBER
1/8" = 1'-0"
Rev. 1 April 2017
A200NORTH ELEVATIONALTERNATE2014-09CBETHESDA EPISCOPAL CHURCHMARCH 3, 2017
Author A20041 WASHINGTON ST.SARATOGA SPRINGS, NYCONSTRUCTION DOCUMENTS 1/8" = 1'-0"A102 A200
1 NORTH ELEVATION ALTERNATE
Level 1
304' - 7 1/2"
Level 2
13' - 0"
Level 3
25' - 6"
Level 4
38' - 0"
Roof
51' - 6 1/4"
1
A209
1
A210
CAST STONE STRING COARSE
CONCRETE WATER TABLE BASE
LIMESTONE WATER TABLE CAP
BAY WINDOW. REFER TO A701.
LIMESTONE COPING.
T.O.SLAB
FINISHED FLOOR
T.O.SLAB
BRICK VENEER. (TYPICAL)
W
409
W
408
W
407
W
406
W
310
W
311
W
312
W
313
W
217
W
216
W
215
W
214
W
110
W
111
W
112
W
113
110
W
109
W
307
W
403
W
106
W
107
W
108
W
211
W
210
W
209
DOWNSPOUT OUTLET
1
A213
SHEET METAL COPING.
T.O.STEEL
T.O.SLAB
T.O.SLAB
SLATE ROOF.2' - 1 1/2"1' - 9 1/2"2' - 1 1/2"2' - 2 1/4"2' - 0"
4
A500
A511
1
6
A502
CAST STONE COPING.
PLANTER. REFER TO 2/L201 FOR
MORE INFORMATION.
LIMESTONE VENEER WATER
TABLE BASE. (TYPICAL)
PROVIDE EXPANSION JOINT WITH
NEOPRENE PAD, BACKER ROD AND
SEALANT AT WALL SETBACKS. (TYPICAL)
4' - 0" (TYP)
THREE (3) COAT STUCCO VENEER.
(TYPICAL)
LEGEND:
Room Name
101
XXX
X'-X"
ELEVATION TAG
ROOM TAG
XXX
X
XX
DOOR NUMBER
WINDOW NUMBER
SCALE
COMMISSION NO.
DATE
DRAWN BY
DRAFT
NOT FOR
CONSTRUCTION
REVISION NUMBER
As indicated
Rev. 1 April 2017
A201WEST ELEVATION2014-09CBETHESDA EPISCOPAL CHURCHMARCH 3, 2017
JGWA A20141 WASHINGTON ST.SARATOGA SPRINGS, NYCONSTRUCTION DOCUMENTS 1/8" = 1'-0"A100 A201
1 WEST ELEVATION
GENERAL NOTES
1.BETHESDA CHURCH IS A HISTORIC LANDMARK. ALL
ASPECTS OF THE PROPERTY CONTRIBUTE TO THIS
SIGNIFICANCE. THE CONTRACTOR SHALL NOT MAKE
JUDGEMENTS AS TO THE RELATIVE SIGNIFICANCE OF
ANY FEATURE NOR THE IMPACT OF ANY OR ALL
WORK. THIS JUDGEMENT RESPONSIBILITY SHALL
REST SOLELY WITH THE ARCHITECT.
CONSEQUENTLY, NO DEVIATIONS FROM THE
CONTRACT DOCUMENTS SHALL OCCUR WITHOUT
WRITTEN APPROVAL FROM THE ARCHITECT. IT IS THE
RESPONSIBILITY OF THE CONTRACTOR TO TAKE
APPROPRIATE CARE IN REPAIRING AND REPLACING
HISTORIC MATERIAL.
2.ALL DIMENSIONS SHOWN ARE TO FINISHED
SURFACES UNLESS NOTED OTHERWISE
Level 1
304' - 7 1/2"
Level 2
13' - 0"
Level 3
25' - 6"
Level 4
38' - 0"
Basement
-11' - 0"
Roof
51' - 6 1/4"
1
A208
5
A501
3,4
A501
CAST STONE STRING COURSE.
METAL GUARDRAIL, PREPARE
AND PAINT. METAL TYPE M-3.
CAST STONE STRING COURSE.
LIMESTONE WATER TABLE CAP
PAINTED CONCRETE BASE.
METAL GATE, PREPARE AND PAINT.
METAL TYPE M-1.
OPEN
T.O.SLAB
FINISHED FLOOR
T.O.SLAB
CAST WINDOW SILL (TYPICAL.)
ADD ALTERNATE 1
PROVIDE LIFT AND LIFT SHAFT
ADD ALTERNATE 1
PROVIDE SLATE EXTERIOR WALLS
AND SHEET METAL FLAT LOCK
SEAM ROOF. REFER TO 1/A505.
SHEET METAL COPING.
010
S
410
S
412
S
314
S
218
S
220
S
116S
114
RELOCATE AND REBUILD EXISTING BRICK WALL.
T.O.STEEL
T.O.SLAB
T.O.SLAB
THREE (3) COAT STUCCO VENEER. (TYPICAL)
ADD ALTERNATE 2
DEMO EXISTING CONCRETE SLAB AND STAIR.
PROVIDE GRAVEL FILL IN COURTYARD AND NEW CONCRETE
CODE COMPLIANT STAIR CONFORMING TO NEW YORK STATE BUILDING
CODE 2010 AND AWNING OVERHEAD. PROVIDE NEW FLUID APPLIED
WATERPROOFING TO EAST AND SOUTH WALLS OF EXISTING CHURCH
FROM GRADE TO BOTTOM OF FOOTING. PROVIDE SHORING IF NECESSARY.
4
A500
ADD ALTERNATE 2
PROVIDE AWNING
EXISTING CHURCH
ADD ALTERNATE 2.
PROVIDE CODE COMPLIANT
METAL STAIR. CONFORMING TO
THE CURRENT
NEW YORK STATE
BUILDING CODE .
PROVIDE EXPANSION JOINT WITH
NEOPRENE PAD, BACKER ROD AND
SEALANT. (TYPICAL)
S
221
S
117
SHEET METAL COPING.
SCALE
COMMISSION NO.
DATE
DRAWN BY
DRAFT
NOT FOR
CONSTRUCTION
REVISION NUMBER
1/8" = 1'-0"
Rev. 1 April 2017
A202SOUTH ELEVATIONALTERNATE2014-09CBETHESDA EPISCOPAL CHURCHMARCH 3, 2017
Author A20241 WASHINGTON ST.SARATOGA SPRINGS, NYCONSTRUCTION DOCUMENTS 1/8" = 1'-0"A102 A202
1 SOUTH ELEVATION ALTERNATE
Level 1
304' - 7 1/2"
Level 2
13' - 0"
Level 3
25' - 6"
Level 4
38' - 0"
Basement
-11' - 0"
Roof
51' - 6 1/4"
1
A209
1
A210
1
A212
1
A303
4
A500
2
A503
ACCESSIBLE RAMP
PAINTED CONCRETE
WATER TABLE.
CAST STONE
STRING COURSE
LIMESTONE STONE COPING
SHEET METAL COPING .
BRICK VENEER. (TYPICAL)
E
413
E
414
E
415
E
416
E
417
E
418
E
316
E
317
E
318
E
319
E
224
E
225
E
223
E
226
E
227
E
228
E
229
E
230
E
231
109.2 109 103.3 103.2 E
121
E
322
T.O STEEL
T.O SLAB
T.O SLAB
T.O SLAB
T.O SLAB
CAST STONE COPING (TYPICAL)
CAST STONE COPING
SLATE ROOF
5
A501
A802
6
TYP.
BAY WINDOW. REFER TO A701.
DOWNSPOUT OUTLET (TYP)
109.1
FINISHED FLOOR A300
2
TYP.
A300
1
TYP.
4' - 0" (TYP)
PROVIDE EXPANSION JOINT WITH
NEOPRENE PAD, BACKER ROD AND
SEALANT AT WALL INTERSECTION.
(TYPICAL)
LIMESTONE WATERTABLE
CAP.
A510
7
A511
1
E
118
E
119
E
120
THREE (3) COAT STUCCO
VENEER. (TYPICAL)
SCALE
COMMISSION NO.
DATE
DRAWN BY
DRAFT
NOT FOR
CONSTRUCTION
REVISION NUMBER
1/8" = 1'-0"
Rev. 1 April 2017
A203EAST ELEVATIONALTERNATE2014-09CBETHESDA EPISCOPAL CHURCHMARCH 3, 2017
Author A20341 WASHINGTON ST.SARATOGA SPRINGS, NYCONSTRUCTION DOCUMENTS 1/8" = 1'-0"A100 A203
1 EAST ELEVATION ALTERNATE
Level 1
304' - 7 1/2"
Level 2
13' - 0"
Level 3
25' - 6"
Level 4
38' - 0"
Basement
-11' - 0"
Roof
51' - 6 1/4"
1
A208
3
A502
6
A502
1
A801
LIMESTONE STRING COURSE COPING. (TYPICAL)
BRICK VENEER. (TYPICAL)
SLATE ROOF
LIMESTONE ENTRY STAIR
T.O.SLAB
FINISHED FLOOR
T.O.SLAB
A206
1
N
401
N
320
N
402
N
306
N
305 N
302
N
304
N
104
N
203
103 101.1 101.2
SHEET METAL COPING.
N
105
N
206
T.O.STEEL
T.O.SLAB
T.O.SLAB
LIMESTONE CAP AND WATER TABLE BASE
N
301
N
303
N
204A
N
204B
N
204C
N
205A
N
205B
N
205C
4
A500
BAY WINDOW. REFER TO A 705.
4' - 0" (TYP)EQ EQ EQ
PROVIDE EXPANSION JOINT WITH
NEOPRENE PAD, BACKER ROD AND
SEALANT AT WALL SETBACKS. (TYPICAL)
THREE (3) COAT STUCCO VENEER. (TYPICAL)
N
201
N
202
CAST STONE STRING COURSE.
SCALE
COMMISSION NO.
DATE
DRAWN BY
DRAFT
NOT FOR
CONSTRUCTION
REVISION NUMBER
3/16" = 1'-0"
Rev. 1 April 2017
A205NORTH DETAILELEVATION ALTERNATE2014-09CBETHESDA EPISCOPAL CHURCHMARCH 3, 2017
Author A20541 WASHINGTON ST.SARATOGA SPRINGS, NYCONSTRUCTION DOCUMENTS 3/16" = 1'-0"A102 A205
1 NORTH DETAIL ELEVATION ALTERNATE
Level 1
304' - 7 1/2"
Level 2
13' - 0"
Level 3
25' - 6"
A900
3
4
A504
CAST STONE STRING COURSE
CAST STONE COPING, TYPICAL.
REFER TO A 504.
LIMESTONE WATER TABLE
CAST STONE CROSS
LIMESTONE SURROUND.
THREE (3) COAT STUCCO VENEER.
(TYPICAL)
5
A501
A503
2
ARCADE
109.1
122
A800
H
A504
8
N
101
N
102
N
103
N
202
N
201
SHEET METAL COPING.
SCALE
COMMISSION NO.
DATE
DRAWN BY
DRAFT
NOT FOR
CONSTRUCTION
REVISION NUMBER
3/8" = 1'-0"
Rev. 1 April 2017
A207CHOIRREHEARSALDETAIL ELEVATION ALTERNATE2014-09CBETHESDA EPISCOPAL CHURCHMARCH 3, 2017
Author A20741 WASHINGTON ST.SARATOGA SPRINGS, NYCONSTRUCTION DOCUMENTS 3/8" = 1'-0"A100 A207
1 CHOIR REHEARSAL DETAIL ELEVATION ALTERNATE