Page 1
A A.1 B B.1 C D D.5 E E.1 F F.1 F.9 G
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1.9
2
2.9
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4
A-201
1
A-202
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A-202
2
A-201
2
A-301
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A-301
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A-302
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A-302
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A-403
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1
1/4" = 1'-0"
BUILDING 'B' FIRST FLOOR CONSTRUCTION PLAN
F.E.C.
2113
2114
RETAIL SPACE B1
LOBBY
STAIR B1
LOADING
PACKAGE RM.
TOILET RM.
MAIL
CONSTRUCTION LEGEND:
F.E.C.
STEEL PREP & FIRE PROOFING:
A-101
BUILDING B FIRST FLOOR
CONSTRUCTION PLAN
BUILDING B
Papp Architects, PC188 East Post RoadWhite Plains, New York914 949 1851
5 WALLER AVENUE, SUITE 301
AS NOTED
DMC WESTPORT LLC
WHITE PLAINS, NY 10601
MIXED USE DEVELOPMENT
793 POST ROAD EAST
WESTPORT, CT 06880
1616
02-23-2017
Philip A. Fruchter, AIA, Architect
Bldg. B
Bldg. A
Long L
ots
Road
Post Road East
Page 2
1
1/4" = 1'-0"
BUILDING 'A' FIRST FLOOR CONSTRUCTION PLAN
A B B.9 C D E F J
1
2.9
3
4
5
6
A-201
1
A-202
1
A-202
2
A-201
2
A-301
2
A-301
1
A-302
1
A-302
4
A-302
3
A-302
2
A-302
4
A-302
1
A-401
3
HG.1G
2
A-302
2
A-302
3
F.E.C.
RETAIL SPACE A1
LOBBY
STAIR B1
PACKAGE RM.
TOILET RM.
MAIL
OFFICE SPACE A2
CONSTRUCTION LEGEND:
F.E.C.
STEEL PREP & FIRE PROOFING:
A-101
BUILDING A FIRST FLOOR
CONSTRUCTION PLAN
BUILDINGS A
Papp Architects, PC188 East Post RoadWhite Plains, New York914 949 1851
5 WALLER AVENUE, SUITE 301
AS NOTED
DMC WESTPORT LLC
WHITE PLAINS, NY 10601
MIXED USE DEVELOPMENT
793 POST ROAD EAST
WESTPORT, CT 06880
1616
02-23-2017
Philip A. Fruchter, AIA, Architect
Bldg. B
Bldg. A
Long L
ots
Road
Post Road East
AutoCAD SHX Text
VITREOUS CHINA
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C_TOILETS
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KINGSTON
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C_LAVATORY
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VITREOUS CHINA
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VITREOUS CHINA
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C_TOILETS
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KINGSTON
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C_LAVATORY
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VITREOUS CHINA
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CONCRETE SLAB ON GRADE. SEE STRUCTURAL DWGS.
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OUTLINE OF STRUCTURE ABOVE
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OUTLINE OF STRUCTURE ABOVE
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CMU OR STUD SIZE:
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CMU SIZE OR STUD SIZE: .5 = " FURRING 78" FURRING 2 = 2 " STUD 12" STUD 3 = 3 " STUD 12" STUD 5 = 5 " STUD12" STUD
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PARTITION HEIGHT:
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CONSTRUCTION TYPE:
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STC RATING:
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PARTITION HEIGHT: A=3" ABOVE CEILING C=TO CEILING S=TO STRUCTURE
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FIRE RATING: 1=1 HOUR 2=2 HOUR 3=3 HOUR
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CONSTRUCTION TYPE: C=CHASE WALL F=GYPSUM ON FURRING G=GYPSUM BOARD X=GYPSUM ON 1 SIDE ONLY
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6" MTL STUD 16" O.C. W/ (1) LAYER " GYP. BD. 58" GYP. BD. EACH SIDE SEE DET. 9 DWG. A-502
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6" MTL STUD 16" O.C. W/ (1) LAYERS " GYP. 58" GYP. BD. EACH SIDE. (TYPE X) SEE DET. 10 DWG. A-502 (1 HR RATED UL# U419)
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8" CONCRETE MASONRY UNITS TO UNDERSIDE OF STRUCTURE. PROVIDE REINFORCING EVERY OTHER COURSE. SEE DET. 1 DWG. A-502 2 HR RATED, UL # U901
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2 1/2" MTL STUDS 24" O.C. W/ (1) LAYER 5/8" GYP. BD. ONE SIDE TO CEILING. SEE DET. 4 DWG. A-502
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3 5/8" MTL STUDS 24" O.C. W/ (1) LAYER 5/8" GYP. BD. EA. SIDE TO UNDERSIDE OF CLG. SEE DET. 6 DWG. A-502
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2 1/2" MTL STUDS 24" O.C. W/ (1) LAYER 5/8" GYP. BD. EA. SIDE, TO UNDERSIDE OF CLG. SEE DET. 5 DWG. A-502
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3 5/8" MTL STUDS 24" O.C. W/ (2) LAYERS 5/8" GYP. BD. (TYPE X) EA. SIDE, SOUND ATTENUATION BATT TO UNDERSIDE OF STRUCTURE. SEE DET. 8 DWG. A-502 (2 HR RATED UL# U419)
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6" MTL STUDS 16" O.C. W/ (1) LAYER 5/8" GYP. BD. (1). SIDE & 1 LAYER " DENSEGLASS EXTERIOR 58" DENSEGLASS EXTERIOR W/ 1 " POLYISO. RIGID INSULATION. & 6" BATT SEE 12" POLYISO. RIGID INSULATION. & 6" BATT SEE DET. 7 DWG. A-502 (1 HR RATED UL# U424)
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2 " MTL 'CH' STUDS 24" O.C. W/ (2) LAYERS " 12" MTL 'CH' STUDS 24" O.C. W/ (2) LAYERS " 12" GYP. BD. TYPE 'X' & (1) LAYER 1" GYP. BD. ONE SIDE TYPE 'X' TO UNDERSIDE OF STRUCTURE. SEE DET. 2 DWG. A-502 2 HR SHAFT WALL, UL # U415
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FIRE EXTINGUISHER CABINET, LARSEN FS-SS2409-R1 W/ MP5 EXTINGUISHER
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7/8" MTL FURRING 24" O.C. W/ (1) LAYER 5/8" GYP. BD. ONE SIDE TO CEILING. SEE DET. 3 DWG. A-502
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3 5/8" MTL STUDS 24" O.C. W/ (1) LAYER 5/8" GYP. BD. (TYPE X) EA. SIDE TO UNDERSIDE OF STRUCTURE, SOUND ATTENUATION BATT TO UDNERSIDE OF STRUCTURE. SEE DET. 11 DWG. A-502 (1 HR RATED UL# U419)
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1 5/8" MTL STUDS 24" O.C. W/ (1) LAYER 5/8" GYP. BD. ONE SIDE TO CEILING. SEE DET. 12 DWG. A-502
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ALL STEEL BEAMS AND COLUMNS AT THE FIRST FLOOR SHALL RECEIVE THE FOLLOWING: PRIME: NONE FIREPROOFING: GRACE MONOKOTE MK-6.
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Seal & Signature
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Sheet Title:
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Sheet Title:
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Key Plan:
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Project:
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Building Owner:
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Project Description:
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Revision Description
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ISSUED FOR PERMIT APPLICATION
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5/16/2018
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REVISED AS PER BLDG. DEPT. COMMENTS
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6/29/2018
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ISSUED FOR LIGHTING AND FINISHES
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12/27/2018
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