05 - architectural - connecticut · 05 - architectural enlarged floor plan ... metal corner bead...
Post on 26-Jul-2018
218 Views
Preview:
TRANSCRIPT
-
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
OF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
NOT TO SCALE
8/5/2015
BLOCK:
SIGNATURE/
APPROVED BY:
OFFICE OF ENGINEERING
...\FD_MSH_ARC_0111_0121_A001.dgnPlotted Date:
CON
NECTICUT
DE
PA
RT
ME
NT
O F TRAN
S
PO
RT
ATI
ON
NUMBER
DRAWING
NUMBER
DRAWING
INDEX OF DRAWINGS
DRAWING TITLE DRAWING TITLE
BEEN PERSONALLY CHECKED BY THE UNDERSIGNED.
NOT TO BE CONSTRUED TO MEAN THAT ALL ASPECTS OF THE DESIGN HAVE
THE DESIGN APPEARS TO CONFORM TO APPLICABLE CRITERIA. APPROVAL IS
TRANSPORTATION PRINCIPAL ENGINEER
A-001
A-001SMP
INDEX OF DRAWINGS
111-121SMS POMFRET
05 - ARCHITECTURAL
ENLARGED FLOOR PLAN - BAY AREA
ENLARGED FLOOR PLAN - OFFICE AREA
REFLECTED CEILING PLAN
ROOF PLAN
BUILDING ELEVATIONS
BUILDING ELEVATIONS
BUILDING SECTIONS
BUILDING SECTIONS
BUILDING SECTIONS
BUILDING SECTIONS
WALL SECTIONS
WALL SECTIONS
WALL SECTIONS
WALL SECTIONS
WALL SECTIONS
WALL SECTIONS
WALL SECTIONS
WALL SECTIONS
INTERIOR ELEVATIONS
PLAN AND SECTION DETAILS
HEAD, JAMB AND SILL DETAILS
ROOF DETAILS
MISCELLANEOUS DETAILS
TOOL AND STORAGE DETAILS
TOOL AND STORAGE DETAILS
DOOR SCHEDULE
OVERALL FLOOR PLAN
CODE COMPLIANCE
ABBREVIATIONS AND SYMBOLS
INDEX OF DRAWINGS
A-002
A-003
A-100
A-101
A-102
A-103
A-104
A-105
A-200
A-201
A-300
A-301
A-302
A-303
A-400
A-401
A-402
A-403
A-404
A-405
A-406
A-407
A-408
A-500
A-501
A-502
A-503
A-504
A-505
A-506
A-507
A-600
A-601
PLAN DETAILS
PLAN DETAILS
FINISH, WINDOW AND LOUVER SCHEDULE
ENLARGED FLOOR PLAN - WASH BAY AND BAY AREA
POMFRET MAINTENANCEFACILITY
A-106 CONTROL JOINT LOCATION PLAN
05.01
-
POMFRET
A-002
111-121SMS
SMP
AND SYMBOLSABBREVIATIONS
ELEVATIONS
VERIFY IN FIELDVIF
MANHOLEM.H.
DETAILDTL.
GLASS
GAUGE
GRADE
GYPSUM BOARD
GRADE BEAM
GL.
GR.
GA.
GR. BM.
GYP. BD.
FLASHING
FRAMING
ESCALATOR
EXHAUST
EXISTING
FLOURESCENT
EXPANSION JOINT
FOUNDATION
FLOOR DRAIN
FACE BRICK
FURNISH
GALVANIZED
FOOTING
FDN.
FLSHG
FRMG
FWORK
FURN.
GALV.
FTG.
FOOT
ESC.
EXH.
F. BRK.
FD
E. JT.
ELECTRICAL
DEAD LOAD
DIMENSION
DIAGONAL
DIAMETER
DRAWING
DOWNSPOUT
ENTRANCE
ELEVATOR
ELEVATION
EQUAL
EQUIPMENT
ELEC.
DWG.
EA.
ELEV.
ENT.
EL.
EQ.
EQUIP.
EACH
DIA.
DIM.
DIAG.
DN.
DO.
DR.
D.S.
DOOR
DOWN
DITTO
QTY. QUANTITY
PREFABRICATED
PROPERTY LINE
PRECAST CONCRETE
POUNDS PER SQUARE FOOT
PANELPNL
PWR.
PVMT.
P.S.F.
PTN.
PREFAB.
PT.
PAVEMENT
POWER
POINT
PARTITION
PL./~P
PLAS.
PLG.
P.L.
PASS.
PC
PLATE
PLASTER
PLUMBING
PASSENGER
NON-REMOVABLE PIN
NOT IN CONTRACT
NOT TO SCALE
OPPOSITE HAND
O.C.
OPNG.
OFF.
O.H.
OPP. H.
OA.
ON CENTER
OVERHEAD
OPENING
OFFICE
OVERALL
NEOP.
NOM.
MIN.
MTD.
NEOPRENE
NUMBER
NOMINAL
MINIMUM
MOUNTED
WP.
YD
WSHR
WDW
W/O
WD.
W/
WEATHERPROOF
WASHER
WELDED WIRE FABRIC
YARD
WINDOW
WORK POINT
WITHOUT
WOOD
WITH
BLKG. BLOCK, BLOCKING
CONCRETE MASONRY UNIT
DRINKING FOUNTAIN
COLUMN
CONCRETE
CLEAR
CENTER
DOUBLE
DEMOLITION
CONTROL JOINT
CONSTRUCTION
COUNTERSINK, COUNTERSUNK
DEPARTMENT
CONTINUOUS
CONNECTION
DF
CT.JT.
CTR.
CTSK.
DBLE
DEMO.
DEPT.
CLR.
COL.
CONC.
CONST.
CONN.
BOTTOM
CERAMIC FACING BRICK
BEARING
BASEMENT
CEILING
CEMENT
CLOSET
CONSTRUCTION JOINT
CAST IRON PIPE
CENTER TO CENTER
CENTER LINE
CATCH BASIN
BENCHMARK
C.F.B
C.B.
CEM.
C.I.P.
CLG.
C.J.
CLO.
LC
BOT.
BM.
BRG.
BRK.
C - C
BRICK
ASSEMBLY
BOTTOM OF
AGGREGATE
AVERAGE
ALUMINUM
BUILDING
BUILDING LINE
BOTTOM OF CURB
ABOVE FINISHED FLOOR
ARCHITECTURAL
ACOUSTICAL
APPROXIMATEAPPROX.
ASS'Y
ARCH.
AVG.
B.C.
B.L.
BLDG.
ACT
AFF
AGG.
ALUM.
INCH(ES)(")IN.
LEFT HAND REVERSE
METAL CORNER BEAD
MECHANICAL
LIGHT STANDARD
MANUFACTURER
MATERIALMATL.
MEMB.
MTL.
MFR.
MEZZ.
MBR.
MECH.
M.C.B.
MAX
MEMBRANE
METAL
MEZZANINE
MEMBER
MAXIMUM
LT.
LT. STD.
L
L.H.R.
LP
L.H.
LIGHT
ANGLE
LIVE LOAD
LOW POINT
LEFT HAND
T/
VERT.
UON
UNFIN.
UNEX.
TYP
T0W
TOKW
TR.
JANITOR'S CLOSET
INSULATE, INSULATION
INVERT ELEVATION
KPL.
LAM.
K
K.O.
KICKPLATE
POUNDS
LAMINATED
KNOCK OUT
KIP
J.C.
JT.
INCL.
INSUL.
I.E.
INT.
JOINT
INCLUDING
INTERIOR
SQ.
STD.
STL.
STOR.
STA.
SF
SPEC.
SIM.
SGFT
SHT.
SECT.
UNLESS OTHERWISE NOTED
UNFINISHED
VERTICAL
UNEXCAVATED
TOP OF
TOP OF WALL
TOP OF KNEE WALL
TYPICAL
TOP OF STEEL
TREAD
STRUCTURAL GLAZED FACING TILE
SQUARE
STRUCTURAL
STORAGE
STANDARD
STATION
STAINLESS STEEL
SQUARE FOOT
STEEL
SECTION
SIMILAR
SPECIFICATION
SHEET
DETAILS:
SECTIONS:
HEAT STRENGTHENED
INSIDE DIAMETER
HOLLOW METAL
HORIZONTALHORIZ.
HYD.
I.D.
H.S.
HP
HTR.
HT.
HR
HYDRAULIC
HANDRAIL
HEATER
HEIGHT
HIGH POINT
HDW. HARDWARE
HARDWOOD REQD.
R.O.W.
RND.
RM.
R.H.
R.H.R.
RS.
R.D.
REINF.
R.
RIGHT HAND REVERSE
REQUIRED
ROUGH OPENING
RIGHT HAND
RAILROAD
RIGHT OF WAY
ROUND
ROOM
REINFORCED
ROOF DRAIN
RISER
RADIUS
CONCRETE
SEALANT/JOINT FILLER
PLYWOOD
DETAIL DESIGNATION
ENLARGED AREA SYMBOL
DETAIL DESIGNATION
SHEET NUMBER
SHEET NUMBER
X
A-X
SHEET NUMBER
DOOR NUMBER
SECTION DESIGNATION
ROOM TITLE
ROOM NUMBER
BACKER ROD & SEALANT
ANCHOR BOLTA.B.
LONG LEG VERTICALLLV
PERF. PERFORATED
FP FIREPROTECTION
HDWD
LL
NIC
No.(#)
WWF
FT
DL
CMU
NTS
NRP
STR'L
SS
RR
RO
WK.PT./WP
EXISTING MASONRY
BRICK MASONRY
EARTHGYPSUM
CONCRETE BLOCKINSULATION (RIGID) BITUMINOUS
BRICK (ELEVATION)
CMU (ELEVATION)
BODL BOTTOM OF DOOR LINTEL
BR&S
BSMT
BITUM. BITUMINOUS
FFE.
LBS
WINDOW NUMBER
BREAK LINES
T0S
T0J TOP OF JOIST
T0C TOP OF CURB
INSULATION
SHEET NUMBER
ELEVATION IDENTIFICATION
H.B. HOSE BIBB
HC HANDICAP
WC WATER CLOSET
LAV LAVATORY
TTD TOILET TOWEL DISPENSER
SCHED. SCHEDULE
REST. RESTROOM
W.R. WATER RESISTANT
X
XX
VEST.
XXX
INTERIOR
T0B TOP OF BEAM
TILTED MIRRORTM
HOLMTL
INSMTL INSULATED METAL
US UTILITY SHELF
DTTD
GB GRAB BAR
M MIRROR
M/BH MOP AND BROOM HOLDER
PTD PAPER TOWEL DISPENSER
RGB REAR GRAB BAR
RH ROBE HOOK
SC SHOWER CURTAIN
SD SOAP DISPENSER
SND/V SANITARY NAPKIN DISPENSER/VENDOR
SUGB SWING UP GRAB BAR
SWR SHOWER
UC. UNDERCUT
UR URINAL
AD ACCESS DOOR
C CURTAIN
EXIST.
GRANULAR FILL
X
A-X
X
A-X
CFA CALL FOR ASSISTANCE
EYE WASHEW
FE FIRE EXTINGUISHER
TB TACKBOARD
VOL. VOLUME
VM VENDING MACHINE
W WATER COOLER
WR WASTE RECEPTACLE
RF REFRIGERATOR
LKS LOCKERS
WALL TYPES
TOM
A
D
A-400
4
B
C
1A
O OVEN/RANGE
T TILE (CERAMIC)
GRAPHIC SYMBOLS
MATERIAL LEGEND
INT'L INTERNATIONAL
SMO SMOOTH FACE BLOCK
SPL SPLIT FACE BLOCK
CMU (ELEVATION)
COMM. COMMUNICATION
FINISHED FLOOR ELEVATION
MISC. MISCELLANEOUS
MS MOP SINK
VEST. VESTIBULE
TOP OF MASONRY
SR SHOWER CURTAIN ROD
SRS SERVICE SINK
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
OF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
SCALE AS NOTED
8/5/2015
BLOCK:
SIGNATURE/
APPROVED BY:
OFFICE OF ENGINEERING
...\FD_MSH_ARC_0111_0121_A002.dgnPlotted Date:
CON
NECTICUT
DE
PA
RT
ME
NT
O F TRAN
S
PO
RT
ATI
ON
CON.
ABBREVIATIONS
EXTERIOREXT.
B.O.
CONT. CONTAINMENT
POMFRET MAINTENANCEFACILITY
DOUBLE TOILET TISSUE DISPENSER
05.02
-
POMFRET
A-003
111-121AEB
SMP
DESCRIPTION NO.
SECTION
CHAPTER 3 - USE OR OCCUPANCY
CHAPTER 7 - FIRE RESISTANT MATERIALS & CONSTRUCTION
ENCLOSURES OF EXITS
EXIT ACCESS CORRIDORS
ROOF CONSTRUCTION-INCL. SUPPORTING BEAMS & JOISTS
FLOOR CONSTRUCTION-INCL. SUPPORTING BEAMS & JOISTS
NONBEARING WALLS & PARTITIONS -INTERIOR
NONBEARING WALLS & PARTITIONS -EXTERIOR
EXTERIOR
INTERIOR
BEARING WALLS
STRUCTURAL FRAME/COLUMNS, GIRDERS, TRUSSES)
T-602
T-602 0 HR(S)
0 HR(S)
0 HR(S)
0 HR(S)
0 HR(S)
0 HR(S)
0 HR(S)
T-1014.1
T-601
CHAPTER 6 - TYPES OF CONSTRUCTION
CHAPTER 5 - GENERAL BUILDING LIMITATIONS
503
311.3
B/S-1
302.3.2 REQUIRED SEPARATION OF OCCUPANCIES
3-HR SEPARATION WALL REQ'D (TABLE 302.3.2)
S1-S1 NO SEPARATION REQUIRED (TABLE 302.3.2)
302.1
T-1005.1 EGRESS WIDTH PER OCCUPANT SERVED (INCHES PER OCCUPANT)
CHAPTER 10 - MEANS OF EGRESS
CHAPTER 9 - FIRE PROTECTION SYSTEMS
NOTIFICATION/ALARMS ________________________________100%
DETECTION __________________________________________100%
S-1 LOW- HAZARD STORAGE ENCLOSED PARKING GARAGE
S-1 CONSTRUCTION TYPE IIB
N.A.
705.4
903.2
STAIRWAYS __________________________________________N.A.
T-1015.1
1004.1.2
DOOR & CORRIDOR CAPACITY _______________________0.2
ACCESSIBLE BUILDING - DESIGNATED ________________________YES
SPACES WITH ONE MEANS OF EGRESS__________________30 MAX. OCC.
T-1018.1
B/S-1
304 B BUSINESS GROUP GARAGE OFFICE
S-1 ALLOWABLE AREA BUILDING = 17,500 SQ. FT S-1 ALLOWABLE BUILDING HT 3 STORIES-55FT.
B ALLOWABLE AREA BUILDING = 23,000 SQ. FT B ALLOWABLE BUILDING HT 4 STORIES-55FT.
FIRE WALL FIRE-RESISTANCE RATING______________________________________________3 HR
TOTAL
TOTAL:
FLOORS
OVERALL GROSS BUILDING AREA (IBC-1002)
PART
BLDG
USE
OCCUPANCY S.F./PERSON SF
LOAD
OCCUPANCY
STORAGE
TOTAL:
AREA MODIFICATIONS TO IBC - TABLE 503
WIDTH OF OPEN SPACE (W)
f
t
s
f
% FRONTAGE INCREASE (I ) f
% OF ALLOWABLE TABULAR AREA (A ) (TABLE 503)
% INCREASE FOR FRONTAGE, I (506.2)
% INCREASE FOR SPRINKLERS, I (506.3)
TOTAL PERCENTAGE FACTOR
ALLOWABLE AREA
ACTUAL AREA
300
BUSINESS 100
OFFICE
CONVERSION FACTOR
SCALE: 1/16" = 1'-0"
M
FIRE RATING KEY
1 HR
3 HR
CODE COMPLIANCE
OCCUPANCY LOAD
5087 SF
7794 SF
0%
SUPPRESSION SYSTEM ________________________________NO
MAXIMUM TRAVEL DISTANCE__________________________________200 FT. WITHOUT SPRINKLERS
CODE SUMMARY
400
FIRE -RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (HRS)
903.2.8
BASEMENT CEILING SLAB____________________________________NONE
1 HR(S)
BAY AREA 114
BAY AREA 116 & 117
THE COMBINED AREA OF ALL GROUP S-1 FIRE AREA DOES NOT EXCEED 24,000 SQ. FT.
A GROUP AREA OF ALL GROUP S-1 FIRE AREA DOES NOT EXCEED 12,000 SQ. FT.
17839 SF
12881 43
4958 50
17839 45
NUMBER OF EXITS FOR OCCUPANT__________________________________2 REQ.D 11 PROVIDED
B = 4958 SF S-1 = 12881 SF
1101
S-1 AREA BUILDING = 12881 SQ. FT B AREA BUILDING = 4958 SQ. FT
W= 30
SEPARATED USE IBC - (302.3.2)
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
OF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
SCALE AS NOTED
8/5/2015
BLOCK:
SIGNATURE/
APPROVED BY:
OFFICE OF ENGINEERING
...\FD_MSH_ARC_0111_0121_A003.dgnPlotted Date:
CON
NECTICUT
DE
PA
RT
ME
NT
O F TRAN
S
PO
RT
ATI
ON
100%
OF TRAVEL
120'
POMFRET MAINTENANCEFACILITY
108
COMM.
113
111
100
102103
104
109
107
106
116
117
110
101
114
5'-0
"
HALLWAY
STORAGE
TOOL/
XXXX
XX
X
X X
UTILITY
XX X X X X
XX
X X
XX
X X
VEST.
CLERKSUPERVISOR
STORAGE
TOOL/
CLOSETJAN.
ELEC. ROOM
BREAK
MECHANICAL
LEADERS
CREW
WOMEN'S
MEN'S
BAY AREA
WASH BAY AREA
BAY AREA
HALLWAY 100A
X
105
5'-0"
OF TRAVEL
75'
OF TRAVEL
38'
OF TRAVEL
138'OF TRAVEL
79'
112
ROOM
CONFERENCE
TOTAL PERIMETER (P) 799 FT. TOTAL OPEN PERIMETER (F) 236 FT.
I =100[F/P-0.25]W/30 = 100[236/799-0.25]30'/30' = 4.54
4.54%
104.5%
1.045
4958 SF
B = 23000x1.045 =24035 SF S-1 = 17500x1.045 = 18287SF
S-1 ACTUAL HT BUILDING PROVIDED 1 STORY 24'
B ACTUAL HT BUILDING PROVIDED 1 STORY 16'
OCCUPANT LOAD - 43 (300 GROSS STORAGE) 50 (100 GROSS BUSINESS)
CODE COMPLIANCE
N
NORTH
PLAN
=.7044 +.206 =.910
-
POMFRET
A-100
111-121
SMP
OVERALL FLOOR PLAN
NOTES
N
KEY PLAN
AEB /SMSDESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
OF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
SCALE AS NOTED
8/5/2015
BLOCK:
SIGNATURE/
APPROVED BY:
OFFICE OF ENGINEERING
...\FD_MSH_ARC_0111_0121_A100.dgnPlotted Date:
CON
NECTICUT
DE
PA
RT
ME
NT
O F TRAN
S
PO
RT
ATI
ON
TYPE AND HEIGHT.
4. CONTRACTOR SHALL REFER TO DRAWING NO A-101 FOR WALL
EXISTING STRUCTURE DEMOLITION WORK.
3. CONTRACTOR SHALL REFER TO ALL CIVIL DRAWINGS FOR
MASONRY OPENING TO CENTER OF WALL.
OF BLOCK/C.M.U. WALL. OTHER DIMENSIONS ARE TAKEN FROM
COLUMN/WALL TO CENTER OF COLUMN/WALL TO EXTERIOR FACE
2. INTERIOR DIMENSIONS ARE TAKEN FROM CENTER OF
CONDITIONS.
1. CONTRACTOR SHALL VERIFY IN THE FIELD ALL DIMENSIONS AND
POMFRET MAINTENANCEFACILITY
NORTH
PLAN
OVERALL FLOOR PLAN
A-200
SCALE: 3/32" = 1'-0"
1
108
COMM.
113112
111
100
102103
104
109
107
106
116
117
110
B08 B07B09 B06 B05 B04 B03 B02 B01
B10
B11
B12
B13
B14
114
116B
116A
117A
116C
101A
103A104A
112A 114B
114C
102A
102
113112
111 112 113
110
104 103 102
101
107
106
105
117
2 TON MONORAIL CRANE
A-301
A-301
A-201
A-201A-303A-301
A-300A-300
A-302
A-303
3.9
35'-4"
5'-0
"
HALLWAY
STORAGE
TOOL/
XXXX
XX
X
X X
UTILITY
XX X X X X
XX
X X
X
3
4
7
8
6
5
1 2
3
X
X X
A B C D E F G H I J K L M N O P
2
3
5
6
7
8
9
10
11
12
13
4
4 9
CLERKSUPERVISOR
CLOSETJAN.
ELEC.
ROOM
BREAK
ROOM
CONFERENCE
MECHANICAL
LEADERS
CREW
WOMEN'S
MEN'S
BAY AREA
WASH BAY AREA
BAY AREA
14'-9"15'-0"15'-0"15'-0"15'-0"15'-0"15'-0"15'-0"14'-9"
52'-8"
236'-0"
158'-6"
52'-8"
8'-1"
26'-3"
6'-0"
10'-0"
10'-0"
148'-0"
15'-0"
18'-9"
18'-7"18'-9"
24'-0"
13'-9"12'-1"10'-10"
24'-10"
5'-8"
6'-1"
53'-4"3'-4"84'-8"6'-0"14'-0"6'-0"4'-0"3'-4"53'-4"
6'-4"
23'-4"
3'-4"
35'-4"
3'-4"
41'-4"
40'-0" 3'-4" 9'-4"
40'-0" 3'-4"7'-5"
20'-4"
25'-2"
22'-2"
23'-5" 15'-3" 14'-8"
5'-0"
1'-6"
7'-11" 16'-6"
22'-7"
18'-0"
9'-2"
6'-5"
4'-7"
12'-3
"
103
2'-11"
15'-0"
A-200
2
HALLWAY 100A
5'-7"
6'-8"
100A
109
X
(NIC)
WORK BENCH
(NIC)
PALLET
8' CONT.
(NIC)
PALLET
8' CONT.
(NIC)
WORK BENCH
1'-4"
4'-8"
3'-4"
12'-4
"5'-4"
2'-8"
4'-0"
3'-4"
3'-4" 3'-4"
1'-9
"
1
105
5'-0"
A-301
A-303
10
4'-8"
114D
3'-4"
114A
5'-4"3'-4"
44'-0"
116
110'-5"
3'-11"
5'-0"
A-103
1
101
VEST.
1'-1"
A-101
1
108
10'-8"
STORAGE
TOOL/
11'-2"
14'-9"
15'-0"
15'-0"
5'-11"
A-102
1
114
CABINET
SAFETY
FLAMMABLE
05.04
-
XX
XX
XX
X X
POMFRET
A-101
111-121
SMP
ENLARGED FLOOR PLAN
NOTES
1
1A
1B
2
2A
WALL TYPES
FULL HEIGHT
8" C.M.U. WALL UNRATED,
RATED, FULL HEIGHT
8" C.M.U. WALL 1 HR FIRE
RATED, FULL HEIGHT
8" C.M.U. WALL 3 HR FIRE
RATED, FULL HEIGHT
6" C.M.U. 1 HR. FIRE
FULL HEIGHT
6" C.M.U. UNRATED,
A.F.F. TO FULL HEIGHT
A.F.F. WALL TYPE 1A 12'-0
UNRATED 0'-0" TO 12'-0"
8" GLAZED BLOCK WALL
3A
0'-0" - 7'-8"
EXTERIOR
4" BLOCK,
FULL HEIGHT
7'-8" TO
METAL PANEL
3" INSULATED
BLOCK WALL
C.M.U. AND
16" UNRATED
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
OF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
SCALE AS NOTED
8/5/2015
BLOCK:
SIGNATURE/
APPROVED BY:
OFFICE OF ENGINEERING
...\FD_MSH_ARC_0111_0121_A101.dgnPlotted Date:
CON
NECTICUT
DE
PA
RT
ME
NT
O F TRAN
S
PO
RT
ATI
ON
N
SCALE: 3/16" = 1'-0"
39'-0"
26'-8"
3'-4"
22'-8"
57'-3"
1 2 3 4 5 6 7 8 9
A
B
C
D
116
BAY AREA
117
AREA
WASH BAY
B14 B13 B12 B11
116C
116
116A116B
117117A
B10
A-403
16TYP.
A-401
6TYP.
A-401
5
A-401
8
3A 3
3A
3
1
1
1C
OPP.
2
3 4
2A
1B
7'-5
"3'-4"
40'-0"4
0'-0"
3'-4"
9'-4"
11'-2"14'-9"15'-0"15'-0"1'-0"4"
14'-8"18'-9"2'-11"
52'-8"
STORAGE
TOOL/
2B1C
4
3A
A-406
28
3
5ACOUSTICAL CEILING
8" MIN. ABOVE
4" C.M.U. UNRATED,
A-500
4
A-500
3
FULL HEIGHT
BLOCK WALL,
C.M.U. AND
16" UNRATED
3B& BLOCK WALL
RATED C.M.U.
16" 3 HR FIRE
0'-0" - 7'-8"
EXTERIOR
4" BLOCK,
FULL HEIGHT
7'-8" TO
METAL PANEL
3" INSULATED
FULL HEIGHT
INTERIOR WALL,
FIRE RATED
8" C.M.U. 3 HR
KEY PLANKEY PLAN
LAYOUT IN RESTROOM AREAS.
4. CONTRACTOR SHALL REFER TO DRAWING NO. A-505 FOR ADA
WALL COMPONENTS SUCH AS TIES AND THERMAL PROTECTION.
COMPOSITION. WALL TYPES ON DRAWING DO NOT INCLUDE
3. CONTRACTOR SHALL REFER TO WALL SECTIONS FOR WALL
OPENING TO CENTER OF WALL.
C.M.U. WALL. OTHER DIMENSIONS ARE TAKEN FROM MASONRY
WALL TO CENTER OF COLUMN/WALL TO EXTERIOR FACE OF BLOCK/
2. INTERIOR DIMENSIONS ARE TAKEN FROM CENTER OF COLUMN/
CONDITIONS.
1. CONTRACTOR SHALL VERIFY IN THE FIELD ALL DIMENSIONS AND
WASH BAY & BAY AREA
SMS
3.9
TRACK, TYP.
OVERHEAD DOOR
TYP.
12'-11"3'-4"35'-4"3'-4"2'-4"39'-0"
A-403
15
A-406
28
TYP.
A-400
4
C.J.
A-502
6
(NIC)
WORK BENCH
(NIC)
8' CONTAINMENT PALLET
PIER COLUMNS
TYP. @ CONCRETE
1/2" CAULK JOINT,
DOOR, TYP. REFER TO DWG. NO. 16/A-403
INSULATED METAL SOFFIT ABOVE AT OVERHEAD
7
A-401
5'-7"3'-4"3'-4"79'-0"5'-0"
CEILING
ACOUSTICAL TILE
8" MIN. ABOVE
6" C.M.U. UNRATED,
FINISH FLOOR
CEILING; 9'-0" ABOVE
ACOUSTICAL TILE
FINISH FLOOR
CEILING; 9'-0" ABOVE
ACOUSTICAL TILE
AND BLOCK WALL
16" UNRATED C.M.U.
0'-0" - 7'-8"
4" BLOCK EXTERIOR,
0'-0" - 7'-4"
8" CMU INTERIOR,
7'-8" TO FULL HEIGHT
3" INSULATED METAL PANEL
UNDERSIDE OF DECK
FULL HEIGHT;
UNDERSIDE OF DECK
FULL HEIGHT;
0'-0" - 12'-0"
C.M.U. INTERIOR,
8" GLAZED
POMFRET MAINTENANCEFACILITY
A-102
A-101
A-102
A-101
TO C-010 FOR DETAIL.
BOLLARDS, TYP., REFER
5'-4"5'-4"
5'-4"
A-400
4
2
TO
N
MO
NO
RAIL
CR
AN
E
NORTH
PLAN
A-502
7
A-502
8
C.J.
C.J.
C.J.
C.J.
C.J.
C.J.
C.J.
C.J.
C.J.
C.J.
C.J.
C.J.
C.J.
C.J.
C.J.
C.J.
C.J.
C.J.
C.J.
C.J.
C.J.
C.J.
C.J.
C.J.
C.J.
C.J.
C.J.
C.J.
C.J.
C.J.
C.J.
C.J.
C.J.
6
A-401
GLAZED C.M.U. WALL, TYP.
SHALL MATCH ADJACENT
FRONT FACE OF VENEER. BLOCK
EDGES. ADD DUMMY JOINTS IN
CAP AND RADIUS AT TOP AND
COLUMN PIER 0'-0" - 12'-0" A.F.F.,
MORTAR BEDDED TO CONCRETE
2" GLAZED BLOCK VENEER
REFER TO A-106
CONTROL JOINTS,
CABINET
SAFETY
FLAMMABLE
ENLARGED FLOOR PLAN - WASH BAY AND BAY AREA
PIER COLUMNS.
TYP. AT CONCRETE
1/2" CAULK JOINT,
SCHEDULE.
REFER TO FINISH
REPELLENT/SEALANT,
APPLY WATER
TYP.
STRUCTURAL DWGS.
COLUMN, REFER TO
CONCRETE PIER AND
SIZE AND LAYOUT.
TO DWG.NO. A-506 FOR
TOOL/ STORAGE, REFER
SCHEDULE.
REFER TO FINISH
REPELLENT/SEALANT,
APPLY WATER
WASH FOUNTAIN, TYP.
DWGS.
REFER TO PLUMBING
EYE / FACE WASH,
DWGS.
STRUCTURAL
TYP.REFER TO
STEEL COLUMNS,
05.05
-
5'-0
"
X
5'-0"
1'-8"
24'-0"
18'-9"
2'-0"
3'-4" 13'-5"
POMFRET
A-102
OFFICE AREA
111-121
SCALE: 1/4" = 1'-0"
112
112A
113111
109
110
104A 103A
104 103 102
114
105
106
116
107
101
114D
114A
N
103
113112
111
110
109
100A
100
104 103 102101
105106
107
18'-7"
24'-0"
2'-"
3'-4" 13'-4"
6'-7"
11'-11"
5'-6"
6'-8" 6'-10"
8"
3'-4"9'-6"1'-6"14'-6"5'-8"
5'-1"4'-11"5'-11"
1'-7"1'-4"
12'-1"10'-10"
22'-2"
11'-9" 8'-4"
17'-7"
9'-7"
16'-6"7'-11"
8'-6"
2'-5" 3'-4"
1'-8"
1'-8"
2'-1"2'-1"
3'-4"
2'-3"
5'-11"
3'-0"
2'-8"
3'-1"
8" 2'-8"3'-4"6'-0"10'-0"6'-0"3'-4" 6'-0"
3'-10"
9'-2"
3'-4"
1'-8"
102A
112 113
2A
2A
1C
1C
1C
2
2A
2A
2A
1A
4
2A
2B
2 2
1C
1A2A
2
2B
2
1
1
1
2A2A
A-404
18
A-405
24
A-403
13
A-405
22
A-404
17
A-400
3
2
2A
9
A-402
10
A-402
4
4
2'-10"
1A
4'-0" 6'-0"
2'-4"
4 4
A-101
A-102 A-102
A-101
1'-0"
12
A-402
11
A-402
A-400
4
A-400
4
13
A-403
55
C.J.
C.J.
C.J.
C.J.
C.J.
C.J.
C.J.
C.J.C.J.
C.J.
C.J.
C.J.
B
A
D
CA-408
3
B
AA-408
2
C
D
C.J.
C.J.
C.J.
SIM.
OPP.
A-406
26
100A
108108
2
A-400
4
A-400
4
4
2A
ENLARGED FLOOR PLAN - OFFICE AREA
SMP
AEB
3B
REFER TO CIVIL DWGS
BOLLARD (TYP)
KEY PLANKEY PLAN
4
A-500
5
A-501
TB
TB
TB
TB
TB
TB
TB
TB
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
OF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
SCALE AS NOTED
8/5/2015
BLOCK:
SIGNATURE/
APPROVED BY:
OFFICE OF ENGINEERING
...\FD_MSH_ARC_0111_0121_A102.dgnPlotted Date:
CON
NECTICUT
DE
PA
RT
ME
NT
O F TRAN
S
PO
RT
ATI
ON
1'-5"
101A
2
4/A-505
REFER TO DETAIL
KITCHEN CABINETRY,
5'-7"
24'-10"
9
10
11
12
13
A B C D E
A-103
A-102
A-103
A-102
C.J.
C.J.
C.J.
4
1 1
29
A-407
3'-4"
10"
6'-8"
25'-2"
6'-1"
23'-0"
3'-4"
5'-10"
A-404
20
1C
A-400
2
18'-5" 3'-4"
2'-8"
3'-4"
1'-8"
2'-3"
13'-4"3'-4"15'-4"3'-4"2'-8"3'-4"25'-6"
11'-9"
7'-5"12'-7"
7'-5"21'-11"3'-4"13'-0"3'-4"
A-405
23
1
A-400
A-406
27
A-400
2
9'-11"3'-6"10'-2" 3'-6"
1'-6" 5'-7"
14
A-403
C.J.
C.J.
C.J.
C.J.
A-405
21
ROOM
CONFERENCE
ELEC.
COMM
VEST.
HALLWAY
JAN. CLOSET
MECHANICAL
MEN'S
WOMEN'S
ROOM
BREAK
HALLWAY
CLERKSUPERVISORLEADERS
CREW
A-406
25
6'-5"
4'-8"
19'-4"
23'-5" 13'-2"1C
102
3'-4"53'-4"
10'-3"3'-9"
CA-408
1
A
B
D
10'-8"
6'-7"
4'-8"6'-0"14'-0"
10'-5"
6'-4"
1'-4"
4'-0"
12'-4
"
1'-9
"
2'-8"
3'-4"
5'-4"
3'-4"
3'-4"
3'-4"
4'-8"
POMFRET MAINTENANCEFACILITY
1C
2A
2B
NORTH
PLAN
3'-4"
C.J.
C.J.
C.J.
C.J.C.J.
C.J.
C.J.
C.J.
C.J.
C.J.
C.J.
C.J.
C.J.
10'-10" 11'-4"
C.J.
6'-1"22'-2" C.J.
C.J.
C.J.
C.J.
C.J.
C.J.
C.J.
13'-0"
C.J.
C.J.C.J.
C.J.
C.J.
C.J.
C.J.
C.J.
C.J.
C.J.
C.J.
C.J.
C.J.
C.J.
C.J.
C.J.C.J.
C.J. C.J. C.J.
C.J.
C.J.
C.J.
C.J.
C.J.
C.J.
C.J.
C.J.
C.J.
C.J.
C.J.
C.J.
C.J. C.J.
C.J.
C.J.
C.J.
C.J.
C.J.
4'-7"
4'-7"
35'-4"
A-404
19
REFER TO A-106
CONTROL JOINTS,
ENLARGED FLOOR PLAN
TYP.
05.06
-
XXXX
XX
X
X X
X X
XX
X X
X
POMFRET
A-103
111-121
SMP
ENLARGED FLOOR PLAN
ENLARGED FLOOR PLAN - BAY AREA
N
BAY AREA
E F G H I J K L M N O P
13
12
11
10
114C
B01B02B03B04B05B06B07B08B09
114
101A
101
114
BAY AREA
STORAGE
TOOL/
UTILITY
A-403
16TYP.
147'-0"
44'-0"
3'-4"
5'-4"
52'-8"
148'-0"
53'-4"3'-4"84'-8"3'-4"4'-8"
10'-1"
10'-1"
26'-3"
8'-1"
1
1
3
2
3
3
33
A-406
28
SCALE: 3/16" = 1'-0"
A-403
15
C.J.
C.J.
C.J.
C.J.
KEY PLANKEY PLAN
PALLET (NIC)
8' CONTAINMENT
(NIC)
WORK BENCH
A-403
15
2'-4
"
SIM
OPP
AEB
TYP.
WASH FOUNTAIN,
PLUMBING DWGS.
REFER TO
EYE / FACE WASH,
DWGS.
STRUCTURAL
REFER TO
STEEL COLUMNS,
5
A-501
4
A-500
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
OF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
SCALE AS NOTED
8/5/2015
BLOCK:
SIGNATURE/
APPROVED BY:
OFFICE OF ENGINEERING
...\FD_MSH_ARC_0111_0121_A103.dgnPlotted Date:
CON
NECTICUT
DE
PA
RT
ME
NT
O F TRAN
S
PO
RT
ATI
ON
SCHEDULE
REFER TO FINISH
REPELLENT/SEALANT,
APPLY WATER
DOOR, TYP. REFER TO DWG. NO. 16/A-403.
INSULATED METAL SOFFIT ABOVE AT OVERHEAD
TYP.
STRUCTURAL DWGS.
COLUMN, REFER TO
CONCRETE PIER AND
TRACK, TYP.
OVERHEAD DOOR
2
3B
4
C.J.
C.J.
A-400
4
C.J.
C.J.
C.J.
C.J.
C.J.
POMFRET MAINTENANCEFACILITY
A-103
A-102
A-103
A-102
DWG. NO. A-506
UTILITY, REFER TO
TO C-010 FOR DETAIL
BOLLARD TYP., REFER
5'-4"
5'-4"
NORTH
PLAN
114B
114A
C.J.
C.J. 3
C.J.
C.J.
C.J.
C.J.
C.J.
C.J.
C.J.
C.J.
C.J.
C.J.
C.J.
C.J.
C.J.
C.J.
C.J.
C.J.
4C.J. C.J.
C.J.
C.J.C.J.
C.J.
C.J.
C.J.
15
A-403
25'-3"
3'-4"
24'-1"
2'-4"
3'-11"14'-9"15'-0"15'-0"15'-0"15'-0"15'-0"15'-0"15'-0"14'-9"5'-11"
114D
2'-8"
3'-4"
2'-0"
134'-0" 6'-0"
TYP.
TYP.
TYP.
A-106.
REFER TO DWG.
CONTROL JOINTS,
PIER COLUMNS.
TYP. AT CONCRETE
1/2" CAULK JOINT,
SIZE AND LAYOUT.
TO DWG. NO. A-507 FOR
TOOL/STORAGE, REFER
05.07
-
POMFRET
A-104
111-121
SMP
REFLECTED CEILINGPLAN
KEY NOTES
CEILING PANEL SYSTEM.
1. 2X2 GRID PATTERN ILLUSTRATES SUSPENDED
AND ELECTRICAL ROOMS.
2. UNFINISHED CEILING AT MECHANICAL
REFLECTED CEILING PLAN
KEY PLAN
N
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
OF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
SCALE AS NOTED
8/5/2015
BLOCK:
SIGNATURE/
APPROVED BY:
OFFICE OF ENGINEERING
...\FD_MSH_ARC_0111_0121_A104.dgnPlotted Date:
CON
NECTICUT
DE
PA
RT
ME
NT
O F TRAN
S
PO
RT
ATI
ON
2 X 4 LIGHT FIXTURE
1 X 4 LIGHT FIXTURE
RETURN AIR GRILLE
SUPPLY AIR GRILLE
2 X 2 LIGHT FIXTURE
SCALE: 1/4" = 1'-0"
HALLWAY
LEADERS
CREW
VEST.
MECHANICAL
ELEC.
107
104 101
100
109
ROOF HATCH
100A
HALLWAY
SHOWER ENCLOSURE UNITS.
ROOM CABINETRY AND MEN'S AND WOMEN'S
3. METAL FRAMED GYPSUM WALL ABOVE BREAK
COMM.
109
HEATING UNIT
HALLWAY
100
SMS
POMFRET MAINTENANCEFACILITY
NORTH
PLAN
ROOM
CONFERENCE
112 113
ROOM
BREAK
CLOSET
105
JAN.
106
SUPERVISOR
103
CLERK
102
MEN'S
110 111
WOMEN'S
05.08
-
RD
RD
RD
RD
RD RD
POMFRET
A-105
111-121AEB
SCALE: 3/32" = 1'-0"
N
ROOF PLAN
SMP
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
OF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
SCALE AS NOTED
8/5/2015
BLOCK:
SIGNATURE/
APPROVED BY:
OFFICE OF ENGINEERING
...\FD_MSH_ARC_0111_0121_A105.dgnPlotted Date:
CON
NECTICUT
DE
PA
RT
ME
NT
O F TRAN
S
PO
RT
ATI
ON
ROOF PLAN
DETAIL 8/A-504.
REFER MECH. DWGS. AND
AIR CONDITIONING UNIT,
NOTES
97'-1"
61'-4"
52'-5"
158'-5"
13'-3"
SLOPE
SLOPESLOPE
SLOPE
SL
OP
ES
LO
PE
3'-0" T
YP.
147'-11"88'-0"
235'-11"
SL
OP
E
SL
OP
E
SL
OP
E
SL
OP
E
52'-5
"
147'-11"
4'-5
"
35'-4"
183'-4"
29'-11"
AND DETAIL 3/A-504.
REFER TO MECH. DWGS.
STOVE EXHAUST AND INTAKE,
POMFRET MAINTENANCEFACILITY
CL
FLOOR PLANS
SECTION 29/A-407 AND
ROOM, REFER TO WALL
GUARDRAIL AT MECHANICAL
ROOF ACCESS HATCH AND
DETAIL 6/A-504.
TO MECH. DWGS. AND
ROOF DRAIN, TYP. REFER
DETAIL 7/A-504
TO PLG. DRAWINGS AND
PLUMBING VENT, REFER
DETAIL 1/A-504.
TO MECH. DWGS. AND
CONDENSER UNIT, REFER
REFER TO ELEVATIONS.
LADDER, ANCHOR AS REQUIRED,
FIXED BAY AREA ROOF ACCESS
TO DETAIL 9/A-504
WALKPAD, TYP. REFER
DETAIL 7/A-504
TO PLG. DRAWINGS AND
PLUMBING VENT, REFER
DETAIL 7/A-504
TO PLG. DRAWINGS AND
PLUMBING VENT, REFER
WASH BAY AREA AND BAY AREA.
1. PROVIDE VAPOR RETARDER ABOVE METAL ROOF DECK AT
SLOPE
SLOPE
SLOPE
SLOPE
97'-1"
24'-9"
LC
KEY PLAN
TO MECH. DWGS.
DETAIL 4/A-504. REFER
BOILER CHIMNEYS, REFER TO
REFER TO MECH. DWGS.
REFER TO DETAIL 4/A-504.
WATER HEATER CHIMNEY,
NORTH
PLAN
ELEC. DWGS.
REFER TO DETAIL 10/A-504 AND
LIGHTNING ROD AIR TERMINAL,
DETAIL 7/A-504
TO PLG. DRAWINGS AND
PLUMBING VENT, REFER
DETAIL 6/A-504.
TO MECH. DWGS. AND
ROOF DRAIN, TYP. REFER
DETAIL 8/A-504.
TO MECH. DWGS. AND
EXHAUST UNIT, TYP. REFER
REFER TO DWG. 5/A-504.
ROOF TRANSITION,
DETAIL 8/A-504.
TO MECH. DWGS. AND
EXHAUST UNIT, TYP. REFER
REFER TO ELEVATIONS.
LADDER, ANCHOR AS REQUIRED,
FIXED BAY AREA ROOF ACCESS
05.09
-
POMFRET MAINTENANCEFACILITY
POMFRET
A-106SMP
CONTROL JOINTLOCATION PLAN
111-121AEB
N
SCALE: 3/32" = 1'-0"
XXXX
XX
X
X X
XX X X X X
XX
X X
XX
X X
A B C D E F G H I J K L M N O P
2
3
5
6
7
8
9
10
11
12
13
4
X
1
CONTROL JOINT LOCATION PLAN
CJ
CJ
CJ
CJ CJ
CJ
CJCJ CJ
CJ
CJCJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
4'-0"
4'-0"
12'-8"
16'-0"
16'-0"
4'-0"
10'-0" 16'-0" 16'-0" 14'-8" 10'-0" 14'-0" 7'-5" 11'-3" 16'-0" 16'-0" 16'-0" 16'-0" 16'-0" 14'-8" 16'-0" 16'-0" 10'-0"
4'-0"
11'-4"
16'-0"
16'-0"
16'-0"
16'-0"
15'-11"
10'-0"
16'-0"16'-0"16'-0"16'-0"16'-0"16'-0"16'-0"16'-0"
8'-0"
4'-0"
11'-4"
16'-0"
16'-0"
4'-0"8'-0"13'-4"16'-0"10'-0"
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
8'-0"13'-2"
CJ
CJ
CJ
3.9
8'-0"13'-2"
CJ
CJ
CJ
CJ
CJ
CJ
CJ
5'-6"
18'-8"
8'-0"
16'-0"6'-10"
CJ
CJ
CJ
CJ
15'-2"
16'-4"
6'-10"
9'-0"
8'-0"
20'-0"
8'-9"
4'-7"
8'-2
"20'-0"
19'-8"
4'-0"
9'-2"
6'-3"20'-0"20'-0"
5'-7"
CJ CJ
11'-1"
11'-4"
CJ
CJCJ CJ CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
10'-1"
11'-8"
20'-0"
15'-6"
4'-0"
8'-0"20'-0"17'-10"8'-0"
CJ
CJ
CJ
16'-4"18'-8"20'-0"11'-2"
11'-4"
11'-1"
17'-2"
8'-0"
11'-4"
11'-1"
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
OF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
SCALE AS NOTED
8/5/2015
BLOCK:
SIGNATURE/
APPROVED BY:
OFFICE OF ENGINEERING
...\FD_MSH_ARC_0111_0121_A106.dgnPlotted Date:
CON
NECTICUT
DE
PA
RT
ME
NT
O F TRAN
S
PO
RT
ATI
ON
10'-3"20'-0"18'-8"
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
8'-0"14'-0"18'-0"20'-0"20'-0"
8'-0"
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
10'-0"
16'-0"
15'-4"
16'-0"
16'-0"
16'-0"
7'-10"
9'-6"
11'-8"
11'-4"
12'-0"
12'-10"
4'-0"
4'-0"16'-0"16'-0"12'-8"4'-0"
5'-0"
8'-0"10'-0"16'-0"9'-4" 6'-0"
13'-2"
13'-3"
NORTH
PLAN
05.10
-
POMFRET
A-200
111-121
SMP
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
OF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
SCALE AS NOTED
8/5/2015
BLOCK:
SIGNATURE/
APPROVED BY:
OFFICE OF ENGINEERING
...\FD_MSH_ARC_0111_0121_A200.dgnPlotted Date:
CON
NECTICUT
DE
PA
RT
ME
NT
O F TRAN
S
PO
RT
ATI
ON
1
A-100
NORTH ELEVATION
2
A-100SCALE: 1/8" = 1'-0"
SCALE: 1/8" = 1'-0"
BUILDING ELEVATIONS
22'-8"
22'-8"
148'-0"52'-8" 35'-4"
236'-0"
236'-0"
T.O.M
T.O.M
T.O.M
22'-8"
22'-8"
SOUTH ELEVATION
T.O.M
AND MECH. DWGS.
REFER TO DETAIL 8/A-504
AIR CONDITIONING UNIT,
OP LMN HIJK G F E D C B A
INSULATED METAL PANEL
LADDER, REFER TO ROOF PLAN.
FIXED BAY AREA ROOF ACCESS
PLAN AND ELEC. DWGS.
NOT SHOWN, REFER TO ROOF
LIGHTNING ROD AIR TERMINALS
PLAN AND ELEC. DWGS.
NOT SHOWN, REFER TO ROOF
LIGHTNING ROD AIR TERMINALS
TYP. REFER TO ELEC. DWGS.
WALL PACK LIGHTING PANEL,
A B C D E F G H I J K L M N O P
LADDER, REFER TO ROOF PLAN.
FIXED BAY AREA ROOF ACCESS
METAL ROOF FASCIA, TYP.
AEB
METAL ROOF FASCIA, TYP.
DETAIL 4/A-504.
CHIMNEY, REFER TO
DETAIL 1/A-504.
MECH. DWGS. AND
UNIT, REFER TO
AIR CONDENSING
REFER TO ROOF PLAN.
ACCESS LADDER,
FIXED BAY AREA ROOF
TYP.
ROOF HATCH AND GUARDRAIL,
AND DETAIL 8/A-504.
REFER TO MECH. DWGS.
EXHAUST UNIT, TYP.
ELEC. DWGS.
PANEL, TYP. REFER TO
WALL PACK LIGHTING
POMFRET MAINTENANCEFACILITY
88'-1"147'-11"
WALL SECTIONS.
COURSING, REFER TO
SMOOTH FACE BLOCK
PLG. DWGS.
TO DETAIL 7/A-504 AND
PLUMBING VENT, REFER
AND DETAIL 8/A-504.
EXHAUST UNIT, TYP. REFER TO MECH. DWGS.
DWGS A-106.
JOINT, TYP. REFER TO
MASONRY CONTROL
WALL PANEL CONTINUOUS WITH NO JOINTS.
WALL, REFER TO DWG. A-106. METAL
CONTROL JOINT AT EXTERIOR 4" BLOCK
TO WALL SECTIONS.
COURSING, REFER
SPLIT FACE BLOCK
REFER TO DWG. A-106.
MASONRY CONTROL JOINT, TYP.
REFER TO WALL SECTIONS.
SMOOTH FACE BLOCK COURSING,
REFER TO WALL SECTIONS.
SPLIT FACE BLOCK COURSING,
WALL PANEL CONTINUOUS WITH NO JOINTS.
WALL, REFER TO DWG. A-106. METAL
CONTROL JOINT AT EXTERIOR 4" BLOCK
DETAIL 3/A-504.
REFER TO MECH DWGS AND
STOVE EXHAUST AND INTAKE,
05.11
-
POMFRET
A-201
111-121
SMP
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
OF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
SCALE AS NOTED
8/5/2015
BLOCK:
SIGNATURE/
APPROVED BY:
OFFICE OF ENGINEERING
...\FD_MSH_ARC_0111_0121_A201.dgnPlotted Date:
CON
NECTICUT
DE
PA
RT
ME
NT
O F TRAN
S
PO
RT
ATI
ON
BUILDING ELEVATIONS
3
A-100
WEST ELEVATION
4
A-100
EAST ELEVATION
SCALE: 1/8" = 1'-0"
SCALE: 1/8" = 1'-0"
22'-8"
61'-4" 97'-2"
22'-8"
52'-8"105'-10"
158'-6"
158'-6"
T.O.M
T.O.M T.O.M
22'-8"
T.O.M
14'-8"
1 2 3 4 5 6 7 8 9 10 11 12 13
1213 11 910 8 67 345 3.9 12
AND MECH. DWGS.
REFER TO DETAIL 8/A-504
AIR CONDITIONING UNIT,
LADDER, REFER TO ROOF PLAN.
FIXED BAY AREA ROOF ACCESS INSULATED METAL PANEL
3.9
7/A-302.
MECH. DWGS AND
LOUVERS, REFER TO
METAL ROOF FASCIA, TYP.
INSULATED METAL PANEL, TYP.
METAL ROOF FASCIA, TYP.
MECH. DWGS. AND DETAIL 8/A-504.
EXHAUST UNIT, TYP. REFER TO
AEB
POMFRET MAINTENANCEFACILITY
DETAIL 4/A-504.
CHIMNEY, REFER TO
WALL SECTIONS.
COURSING, REFER TO
SMOOTH FACE BLOCK
WALL SECTIONS.
COURSING, REFER TO
SMOOTH FACE BLOCK
AND DETAIL 1/A-504.
REFER TO MECH. DWGS.
AIR CONDENSING UNIT,
AND DETAIL 8/A-504.
REFER TO MECH. DWGS.
EXHAUST UNIT, TYP.
AND ELEC. DWGS.
REFER TO ROOF PLAN
TERMINALS NOT SHOWN,
LIGHTNING ROD AIR
GUARDRAIL
ROOF HATCH AND
AND ELEC. DWGS.
REFER TO ROOF PLAN
TERMINALS NOT SHOWN,
LIGHTNING ROD AIR
REFER TO ROOF PLAN.
FIXED BAY AREA ROOF ACCESS LADDER,
PANEL CONTINUOUS WITH NO JOINTS.
WALL, REFER TO DWG. A-106. METAL WALL
CONTROL JOINT AT EXTERIOR 4" BLOCK
TO WALL SECTIONS.
COURSING, REFER
SPLIT FACE BLOCK
DWGS. AND 8/A-303.
FAN, REFER TO MECH.
THROUGH WALL EXHAUST
TO MECH. DWGS. AND DETAIL 3/A-504.
STOVE EXHAUST AND INTAKE, REFER
REFER TO DWG. A-106.
CONTROL JOINT, TYP.
TO WALL SECTIONS.
COURSING, REFER
SPLIT FACE BLOCK
05.12
-
POMFRET
A-300
111-121
SMP
BUILDING SECTIONS
2
A-100
1
A-100
SCALE: 3/16" = 1'-0"
SCALE: 3/16" = 1'-0"
987654321
9 8 7 6 3 2 1A-401
7
A-400
1
A-400
2
A-400
4
A-401
5
A-401
6
A-400
4
A-400
2
A-402
9
A-402
10
A-400
1
SIM.
A-401
8
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
OF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
SCALE AS NOTED
8/5/2015
BLOCK:
SIGNATURE/
APPROVED BY:
OFFICE OF ENGINEERING
...\FD_MSH_ARC_0111_0121_A300.dgnPlotted Date:
CON
NECTICUT
DE
PA
RT
ME
NT
O F TRAN
S
PO
RT
ATI
ON
MECHANICALAREA
BAY
117
BAY AREA
WASH
116
AREA
BAY
LEADERS
CREW
105
CLOSET
100
HALLWAY
110
MEN'S
111
WOMEN'S
EXIT
EXIT
10111213
T.O.M.
14'-8"
F.F.E.
0'-0"
T.O.S.
22'-8"
T.O.S.
22'-8"
F.F.E.
0'-0"
F.F.E.
0'-0"
3.9
5 4 3.9
0'-0" - 12'-0" A.F.F.
GLAZED BLOCK WALL
EXIT
DEVICE AT EXIT DISCHARGE, TYP.
HANDICAP ACCESSIBLE EXIT
GRADE, REFER TO STR'L DWGS.
FOUNDATION EXPOSED 8" ABOVE
ELEV. 3/A-408
REFER TO INTERIOR
REFER TO ELEC. DWGS.
LIGHT FIXTURES NOT SHOWN,
TO ELEC. DWGS.
CONTROL, REFER
OVERHEAD DOOR
SHAFT LIFTING MECHANISM, TYP.
OVERHEAD DOOR WITH JACK
DWGS. FOR BUILDING FRAMEWORK
STRUCTURAL JOISTS, REFER TO STR'L
PANEL, TYP.
INSULATED METAL
ELEV. 1/A-408
REFER TO INTERIOR
TO MECH. DWGS.
LOUVER, TYP. REFER
COMBUSTION AIR
10 11 12 13
STR'L DWGS. FOR BUILDING FRAMEWORK
STRUCTURAL FRAME AND JOISTS, REFER TO
PANEL, TYP.
INSULATED METAL
FULL HEIGHT
PAINTED C.M.U.
A-400
3
FOR ALL EQUIPMENT LAYOUT
ELEC. AND MECH. DWGS.
COMM. ROOM REFER TO
A-401
6
0'-0" - 12'-0"
BLOCK WALL
GLAZED
TO STR'L DWGS.
WALL, REFER
FOUNDATION
INSULATION AT
A-403
16
A-406
28
A-400
2
NOTE
BAY AREAS - OFFICE AREA
OFFICE AREA - BAY AREAS
REFER TO FINISH SCHEDULE
PAINTED C.M.U. 0'-0" - 7'-4"
HALLWAY
100A
EXIT
SMS
ANCHOR AS REQUIRED. REFER TO ROOF PLAN
FIXED ROOF ACCESS LADDER BEYOND,
F.F.E.
0'-0"
T.O.M.
14'-8"
TO DWG NO. A-506
TOOL/STORAGE CRIB. REFER
DWG NO. A-101
COLUMN, TYP. REFER TO
GLAZED BLOCK CONCRETE
TO DWG NO. A-105 & 29/A-407
ROOF HATCH AND GUARDRAIL, REFER
12'-0"
T.O.K.W.
12'-0"
T.O.K.W.
SAFETY CABINET
FLAMMABLE
SIM.
(NIC)
WORK BENCH
CEILING, TYP. 9'-0" A.F.F.
ACOUSTICAL TILE
POMFRET MAINTENANCEFACILITY
116117F F F F
F
104
107
F
A-406
28
SIM.
COMPONENTS SHOWN ON BUILDING SECTIONS ARE FOR REFERENCE ONLY.
AND ELECTRICAL DRAWINGS FOR ALL RELATED BUILDING COMPONENTS.
CONTRACTOR SHALL REFER TO STRUCTURAL, PLUMBING, MECHANICAL
TO MATCH ADJACENT WALLS
TO STR'L DWGS. PAINT
CONCRETE PIER, REFER
2 TON MONORAIL CRANE
BASE, TYP.
TERRAZZO
TERRAZZO BASE, TYP.
REFER TO FINISH SCHEDULE
PAINTED C.M.U. 0'-0" - 7'-4",
DEVICE AT EXIT DISCHARGE, TYP.
HANDICAP ACCESSIBLE EXIT
TO FINISH SCHEDULE
PAINTED C.M.U. REFER
REFER TO MECH. DWGS.
FIN TUBE RADIATOR,
BAY AREA
WASH
REFER TO A-106
CONTROL JOINTS,
REFER TO A-106
CONTROL JOINTS,
OPP. SIM.
SIM.
05.13
-
POMFRET
A-301
111-121
SMP
BUILDING SECTIONS
6
A-100
BAY AREA
SCALE: 3/16" = 1'-0"
5
A-100SCALE: 3/16" = 1'-0"
3
A-100SCALE: 3/16" = 1'-0"
OFFICE AREA4
A-100
BAY AREA
SCALE: 3/16" = 1'-0"
F.F.E.
0'-0"
T.O.M.
22'-8"
101
VEST.
113
ROOM
BREAK114
T.O.M.
22'-8"
10 11 12 13
F.F.E.
0'-0"
T.O.S.
22'-8"
0'-0"
F.F.E.
T.O.M.
14'-8"
10111213
0'-0"
F.F.E.
T.O.M.
22'-8"
F.F.E.
0'-0"
T.O.S.
22'-8"
0'-0"
F.F.E.
T.O.S.
22'-8"
F.F.E.
0'-0"
T.O.S.
22'-8"
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
OF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
SCALE AS NOTED
8/5/2015
BLOCK:
SIGNATURE/
APPROVED BY:
OFFICE OF ENGINEERING
...\FD_MSH_ARC_0111_0121_A301.dgnPlotted Date:
CON
NECTICUT
DE
PA
RT
ME
NT
O F TRAN
S
PO
RT
ATI
ON
A B C DA B C DA-403SIM.
6
A-401
A-402A-402
TO STR'L DWGS.
8" ABOVE GRADE, REFER
FOUNDATION EXPOSED
REFER TO STR'L DWGS.
FOUNDATION WALL,
INSULATION AT
OPP.
TO MECH. DWGS.
EXHAUST UNIT, REFER
REFER TO PLG. DWGS.
ROOF DRAIN BEYOND,
BUILDING FRAMEWORK
REFER TO STR'L DWGS. FOR
STRUCTURAL FRAMING AND JOISTS,
TO PLG AND STR'L DWGS.
TRENCH DRAIN BEYOND. REFER
SIM.
116
AREA
BAY
A-400
4
1113
A-403
14
A-403
15
A-403
15
A-403
16
A-403
1615
A-403
TERRAZZO BASE, TYP.
12
OPP.
HALLWAY
100
A.F.F. WASH BAY AREA ONLY
GLAZED BLOCK WALL 0'-0" - 12'-0"
SMS
PANEL AND FASCIA
INSULATED METAL
AREA
WASH BAY
REFER TO ROOF PLAN
ANCHOR AS REQUIRED,
FIXED ROOF ACCESS LADDER,
12'-0" TO FULL HEIGHT
PAINTED C.M.U.
7'-4"
T.O.K.W.
12'-0"
T.O.K.W.
0'-0"
F.F.E.
T.O.M.
22'-8"
7'-4"
T.O.K.W.
TO PLG. DWGS.
SERVICE SINK, REFER
FINISH SCHEDULE.
HEIGHT, REFER TO
PAINTED C.M.U. FULL
REFER TO PLG. DWGS.
SINK & EYE/FACE WASH,
REFER TO DWG. NO. A-506.
TOOL/STORAGE CRIB.WASH BAY AREA
POMFRET MAINTENANCEFACILITY
P241575
AREA
BAY
P241575 P241575
117
MATCH ADJACENT WALLS.
TO STR'L DWGS. PAINT TO
CONCRETE PIER, REFER
ROOF PLAN.
TO MECH. DWGS. AND
EXHAUST UNIT, REFER
EXIT
REFER TO MECH. DWGS.
FIN TUBE RADIATOR,
A-400
4
A-400
4
DWG NO. A-101
COLUMN, TYP. REFER TO
GLAZED BLOCK CONCRETE
REFER TO A-106
CONTROL JOINTS,
TO MECH. DWGS.
UNIT HEATER, TYP. REFER
A-401
8
ROOF PLAN.
TO MECH. DWGS. AND
EXHAUST UNIT, REFER
TO ELEC. DWGS.
PA SYSTEM, REFER
REFER TO PLG. DWGS.
ROOF DRAIN BEYOND,
PA SYSTEM, REFER TO ELEC. DWGS.
TO MECH. DWGS.
UNIT HEATER, TYP. REFER
FLAMMABLE SAFETY CABINET
WORK BENCH (BY OTHERS)
REFER TO A-106.
CONTROL JOINTS,
CONTROL JOINTS, REFER TO A-106.
REFER TO FINISH SCHEDULE.
PAINTED C.M.U. FULL HEIGHT,
TO FINISH SCHEDULE.
PAINTED C.M.U., TYP. REFER
TO A-106.
CONTROL JOINTS, REFER
A.F.F. REFER TO A-104 FOR LAYOUT.
ACOUSTICAL TILE CEILING AT 9'-0"
TO ROOF PLAN.
ANCHOR AS REQUIRED. REFER
FIXED ROOF ACCESS LADDER,
BUILDING FRAMEWORK.
TO STR'L DWGS. FOR
STRUCTURAL JOISTS, REFER
SIM.
MATCH ADJACENT WALLS.
TO STR'L DWGS. PAINT TO
CONCRETE PIER, REFER
REFER TO ROOF PLAN.
ANCHOR AS REQUIRED,
FIXED ROOF ACCESS LADDER,
FOR BUILDING FRAMEWORK.
JOISTS, REFER TO STR'L DWGS.
STRUCTURAL FRAMING AND
SIM.
ELEC. DWGS.
TYP. REFER TO
PA SYSTEM,
NOTE
COMPONENTS SHOWN ON BUILDING SECTIONS ARE FOR REFERENCE ONLY.
AND ELECTRICAL DRAWINGS FOR ALL RELATED BUILDING COMPONENTS.
CONTRACTOR SHALL REFER TO STRUCTURAL, PLUMBING, MECHANICAL
05.14
-
POMFRET
A-302
111-121SMS
SMP
BUILDING SECTIONS
7
A-100SCALE: 3/16" = 1'-0"
A-400
4
A-404
18
A-404
17
A-404
19
A-404
20
A-403
13
A-405
21
102
CLERK
101
VEST.
103104107
MECHANICAL
AREA
BAY
LEADERS
CREW
AB
OV
E
CO
NT'D
AB
OV
E
CO
NT'D
A-400
4
OFFICE - BAY AREA
EXITEXIT
BE
LO
W
CO
NT'D
BE
LO
W
CO
NT'D
F.F.E.
0'-0"
T.O.S.
22'-8"
OPP.
OPP.
T.O.M.
14'-8"
F.F.E.
0'-0"
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
OF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
SCALE AS NOTED
8/5/2015
BLOCK:
SIGNATURE/
APPROVED BY:
OFFICE OF ENGINEERING
...\FD_MSH_ARC_0111_0121_A302.dgnPlotted Date:
CON
NECTICUT
DE
PA
RT
ME
NT
O F TRAN
S
PO
RT
ATI
ON
PONMLKJIHGFE
EDCBA
A-403
15
0'-0" - 7'-4"
PAINTED C.M.U.
REFER TO ELEC. DWGS.
LIGHT FIXTURES NOT SHOWN,
TO MECH. DWGS.
LOUVER, REFER
COMBUSTION AIR
TERRAZZO BASE, TYP.
DEVICE AT EXIT DISCHARGE, TYP.
HANDICAP ACCESSIBLE EXIT
TO MECH. DWGS.
CEILING FAN, REFER
A-406
28
WALL, REFER TO STR'L DWGS.
INSULATION AT FOUNDATION
A-403
15
NOTE
100
HALLWAY
DWGS. AND ROOF PLAN.
EXHAUST UNIT, REFER TO MECH.
MECH. DWGS. AND ROOF PLAN.
CONDENSING UNITS, REFER TO
AIR CONDITIONING &
7'-4"
T.O.K.W.
MECH. DWGS. AND ROOF PLAN.
FOR KITCHEN HOOD, REFER TO
AIR SUPPLY AND EXHAUST UNITS
(NIC)
WORK BENCH
TO DWG. NO. A-506.
UTILITY CRIB, REFER
MECH. DWGS.
UNIT HEATER, TYP. REFER TO
CEILING, TYP. 9'-0" A.F.F.
ACOUSTICAL TILE
POMFRET MAINTENANCEFACILITY
P241575
F
114F
SUPERVISOR
PANEL, TYP.
INSULATED METAL
COMPONENTS SHOWN ON BUILDING SECTIONS ARE FOR REFERENCE ONLY.
AND ELECTRICAL DRAWINGS FOR ALL RELATED BUILDING COMPONENTS.
CONTRACTOR SHALL REFER TO STRUCTURAL, PLUMBING, MECHANICAL
TO DWG. NO. A-507.
TOOL/STORAGE CRIB. REFER
REFER TO A-106
CONTROL JOINTS,
SIM.
SIM.
REFER TO A-106.
CONTROL JOINTS,
MATCH ADJACENT WALLS.
TO STR'L DWGS. PAINT TO
CONCRETE PIER, REFER
STR'L DWGS. FOR BUILDING FRAMEWORK.
STRUCTURAL FRAME AND JOISTS, REFER TO
TO FINISH SCHEDULE.
PAINTED C.M.U. REFER
DWGS. FOR BUILDING FRAMEWORK.
STRUCTURAL JOISTS, REFER TO STR'L
05.15
-
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
OF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
SCALE AS NOTED
8/5/2015
BLOCK:
SIGNATURE/
APPROVED BY:
OFFICE OF ENGINEERING
...\FD_MSH_ARC_0111_0121_A303.dgnPlotted Date:
CON
NECTICUT
DE
PA
RT
ME
NT
O F TRAN
S
PO
RT
ATI
ON
8
A-100
OFFICE AREA
SCALE: 3/16" = 1'-0"
A-400
4
A-405
22
A-405
23
A-405
24
A-406
25
A-406
27
A-406
26
POMFRET
A-303
BUILDING SECTIONS
111-121SMS
9
A-100
BAY AREA
SCALE: 3/16" = 1'-0"
A-403
16
A-406
28
EFGHIJKLMNOP
10
A-100SCALE: 3/16" = 1'-0"
BAY AREA
OPP.
114
AREA
BAY
AREA
BAY
10111213 EDCBA
F.F.E.
0'-0"
T.O.M.
22'-8"
T.O.M.
14'-8"
F.F.E.
0'-0"
TO MECH. DWGS.
CEILING FAN, REFER
PANEL, TYP.
INSULATED METAL
REFER TO ELEC. DWGS.
LIGHT FIXTURES NOT SHOWN,
TO ELEC. DWGS.
CONTROL, REFER
OVERHEAD DOOR
DEVICE AT EXIT DISCHARGE, TYP.
HANDICAP ACCESSIBLE EXIT
SHAFT LIFTING MECHANISM, TYP.
OVERHEAD DOORS WITH JACK
A-400
4
A-406
28
0'-0"
F.F.E. F.F.E.
0'-0"
T.O.S.
22'-8"
F.F.E.
0'-0"
T.O.M.
22'-8"
T.O.M.
14'-8"
ELEV. 2/A-408
REFER TO INTERIOR
A-403
14
A-400
1
A-403
15
A-403
16
A-403
15
EXIT
A-406
28
ROOM
BREAK
112
ROOM
CONF.
109
ELEC.
REFER TO ELEC. DWGS.
ELEC. ROOM EXHAUST FAN,
0'-0" - 7'-4"
PAINTED C.M.U.
TERRAZZO BASE, TYP.
NOTE
SMP
DWGS. AND ROOF PLAN.
EXHAUST UNIT, REFER TO MECH.
DWGS. AND ROOF PLAN.
EXHAUST UNIT, REFER TO MECH.
7'-4"
T.O.K.W.
0'-0"
F.F.E.
T.O.M.
22'-8"
7'-4"
T.O.K.W.
EXIT
TO DWG. NO. A-506.
UTILITY CRIB. REFER
REFER TO STR'L DWGS.
FOUNDATION WALL,
INSULATION AT
CEILING, TYP. 9'-0" A.F.F.
ACOUSTICAL TILE
POMFRET MAINTENANCEFACILITY
114F
P241575
F
TO FINISH SCHEDULE
PAINTED C.M.U., REFER
REFER TO MECH. DWGS.
FIN TUBE RADIATORS,
113
EXIT
WALL, REFER TO STR'L DWGS.
INSULATION AT FOUNDATION
COMPONENTS SHOWN ON BUILDING SECTIONS ARE FOR REFERENCE ONLY.
AND ELECTRICAL DRAWINGS FOR ALL RELATED BUILDING COMPONENTS.
CONTRACTOR SHALL REFER TO STRUCTURAL, PLUMBING, MECHANICAL
T.O.S.
22'-8"
7'-4"
T.O.K.W.
SIM.
PA SYSTEM, REFER TO ELEC. DWGS.
PANEL, TYP.
INSULATED METAL
110
MEN'S
111
WOMEN'S
REFER TO A-106.
CONTROL JOINTS,MATCH ADJACENT WALLS.
TO STR'L DWGS. PAINT TO
CONCRETE PIER, REFER
ELEV. 3/A-408.
REFER TO INTERIOR
MEN'S LOCKER ROOM,1/A-408.
TO INTERIOR ELEV.
WOMEN'S ROOM, REFER
TO DWG. 4/A-505.
CABINETRY, REFER
BREAK ROOM
REFER TO A-106.
CONTROL JOINTS,
DWGS. FOR BUILDING FRAMEWORK.
STRUCTURAL JOISTS, REFER TO STR'L
STR'L DWGS. FOR BUILDING FRAMEWORK.
STRUCTURAL FRAME AND JOISTS, REFER TO
MATCH ADJACENT WALLS.
TO STR'L DWGS. PAINT TO
CONCRETE PIER, REFER
REFER TO FINISH SCHEDULE.
PAINTED C.M.U. 0'-0" - 7'-4",
STR'L DWGS. FOR BUILDING FRAMEWORK.
STRUCTURAL FRAME AND JOISTS, REFER TO
SIM.
SIM.
05.16
-
F
POMFRET
A-400
111-121
SMP
WALL SECTIONS
2
A-300
1
A-300
3
A-300
4
A-300
BEARING WALL
6" NON LOAD
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
OF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
SCALE AS NOTED
8/5/2015
BLOCK:
SIGNATURE/
APPROVED BY:
OFFICE OF ENGINEERING
...\FD_MSH_ARC_0111_0121_A400.dgnPlotted Date:
CON
NECTICUT
DE
PA
RT
ME
NT
O F TRAN
S
PO
RT
ATI
ON
SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0"SCALE: 3/4" = 1'-0"SCALE: 3/4" = 1'-0"
RIGID INSULATION, TYP.
ROOF BOARD ABOVE
METAL FASCIA
STRUCTURAL DWGS.
METAL DECK, REFER TO
3" RIGID INSULATION
1-3/4" AIR SPACE
COURSE
AT EACH 16" C.M.U.
REINFORCING TIES
HORIZONTAL JOINT
1'-4"
FOUNDATION WALL
EXTEND 4" DOWN
VAPOR BARRIER, TYP.
2" RIGID INSULATION
CONTINUOUS PERIMETER
SEALER, TYP.
JOINT FILLER AND
REFER TO CIVIL DWGS.
FINISHED GRADE,
SP
LS
PL
SP
LS
MO
SM
OS
MO
SM
OS
PL
SM
OS
PL
SP
LS
MO
SP
LS
PL
SP
LS
MO
SM
OS
PL
SM
OS
MO
ACOUSTICAL CEILING
6" C.M.U. 8" MIN. ABOVE
TO STRUCTURAL DWGS.
SLAB AND FOOTING, REFER
6" REINFORCED CONCRETE
STRUCTURAL DWGS.
METAL DECK, REFER TO
PVC MEMBRANE
RIGID INSULATION, TYP.
ROOF BOARD ABOVE
PVC MEMBRANE
STRUCTURAL DWGS.
METAL DECK, REFER TO
RIGID INSULATION, TYP.
ROOF BOARD ABOVE
PVC MEMBRANE
TO STRUCTURAL DWGS.
SLAB AND FOOTING, REFER
6" REINFORCED CONCRETE
8" C.M.U. FULL HEIGHT
RIGID INSULATION, TYP.
ROOF BOARD ABOVE
METAL FASCIA
STRUCTURAL DWGS.
METAL DECK, REFER TO
PVC MEMBRANE
TO STRUCTURAL DWGS.
BOND BEAM, TYP. REFER
1'-6"
COUNTER-FLASHING, TYP.
2 X BLOCKING
TO STRUCTURAL DWGS.
BOND BEAM, TYP. REFER
TO STRUCTURAL DWGS
METAL DECK, REFER
F.F.E.
0'-0"
T.O.M.
14'-8"
22'-8"
T.O.S. / T.O.M.
SEALER, TYP.
JOINT FILLER AND
F.F.E.
0'-0"
T.O.M.
14'-8"
F.F.E.
0'-0"
STRUCTURAL DWGS.
BEAM, REFER TO
STEEL COLUMN AND
TO STRUCTURAL DWGS.
CONCRETE SLAB, REFER
6" REINFORCED
F.F.E.
0'-0"
T.O.M.
14'-8"
SM
O
LOAD BEARING WALL
8" FIRE RATED NON
2'-0"
SP
L
STRUCTURAL DWGS.
FINISH FLOOR, REFER TO
WALL EXPOSED 8" ABOVE
CONCRETE FOUNDATION
WALL SECTION, TYP.
OFFICE CORE EXT.
SCHEDULE
REFER TO FINISH
PAINTED C.M.U., TYP.
LOCATION
FOR SPACING AND
TO STRUCTURAL DWGS.
OPEN WEB JOIST, REFER
10'-0"
6"
14'-8"
6"
14'-8"
6"
8'-0"
14'-8"
6"
SCHEDULE
REFER TO FINISH
PAINTED C.M.U., TYP.
WALL TYPE
FLOOR PLANS FOR
REFER TO ENLARGED
WALL TYPE
FLOOR PLANS FOR
REFER TO ENLARGED
OF INSULATED METAL PANEL
LINE OF COLUMN TO BACK FACE
MAINTAIN 1'-6" FROM CENTER
FURRING AS REQUIRED TO
2 X BLOCKING, ADD
FOR SPACING AND LOCATION
TO STRUCTURAL DWGS.
OPEN WEB JOIST, REFER
SCHEDULE
REFER TO FINISH
PAINTED C.M.U., TYP.
REFER TO FINISH SCHEDULE
PAINTED C.M.U. 0'-0" - 7'-4",
ROOF TRANSITION, TYP.
BAY AREA - OFFICE AREA
SMS
PVC MEMBRANE
CONCRETE PIER AND C.M.U. WALL
1/2" CAULK JOINT BETWEEN
PLANS FOR WALL TYPE
REFER TO ENLARGED FLOOR
13
9
REFER TO STRUCTURAL DWGS.
CONCRETE PIER AND COLUMN,
3" INSULATED METAL PANEL, TYP.
CEILING 9'-0" A.F.F.
ACOUSTICAL TILE
CEILING 9'-0" A.F.F.
ACOUSTICAL TILE
CEILING 9'-0" A.F.F.
ACOUSTICAL TILE
POMFRET MAINTENANCEFACILITY
FOR JOIST LOCATION
TO STRUCTURAL DWGS.
OPEN WEB JOIST, REFER
TO STRUCTURAL DWGS.
BOND BEAM, TYP. REFER
TO STRUCTURAL DWGS.
BOND BEAM, TYP. REFER
STRUCTURAL DWGS.
DECK, REFER TO
CONNECTION AT METAL
STRUCTURAL DWGS.
DECK, REFER TO
CONNECTION AT METAL
STRUCTURAL DWGS.
SLAB, REFER TO
6" REINFORCED CONCRETE
REFER TO STRUCTURAL DWGS.
CONCRETE FOUNDATION WALL,
PROTECTION BOARD
DAMPPROOFING AND
05.17
-
POMFRET
A-401
111-121
SMP
WALL SECTIONS
5
A-300
6
A-300
7
A-300
8
A-300
3.9 54
F.F.E.
0'-0"
22'-8"
T.O.S. / T.O.M.
STRUCTURAL DWGS.
METAL DECK, REFER TO
RIGID INSULATION, TYP.
ROOF BOARD ABOVE
PVC MEMBRANE
TO STRUCTURAL DWGS.
BOND BEAM, TYP. REFER
SEALER, TYP.
JOINT FILLER AND
12'-0"
F.F.E.
0'-0"
22'-8"
T.O.S. / T.O.M.
12'-0"
STRUCTURAL DWGS.
METAL DECK, REFER TO
RIGID INSULATION, TYP.
ROOF BOARD ABOVE
STRUCTURAL DWGS.
BEAM, REFER TO
STEEL COLUMN AND
3" RIGID INSULATION
F.F.E.
0'-0"
12'-0"
22'-8"
T.O.S.
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
OF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
SCALE AS NOTED
8/5/2015
BLOCK:
SIGNATURE/
APPROVED BY:
OFFICE OF ENGINEERING
...\FD_MSH_ARC_0111_0121_A401.dgnPlotted Date:
CON
NECTICUT
DE
PA
RT
ME
NT
O F TRAN
S
PO
RT
ATI
ON
SCALE: 3/4" = 1'-0"SCALE: 3/4" = 1'-0"SCALE: 3/4" = 1'-0"SCALE: 3/4" = 1'-0"
10'-8"
10'-8"
1-3/4" AIR SPACE
COURSE
AT EACH 16" C.M.U.
REINFORCING TIES
HORIZONTAL JOINT
METAL FASCIA
10'-8"
1'-6" 1'-6"
3.95 4
F.F.E.
0'-0"
22'-8"
T.O.M.
BAY AREA AT DOOR
BAY AREA - WASH
SP
LS
PL
SP
LS
MO
SM
OS
MO
SM
OS
PL
SP
LS
MO
SEALER, TYP.
JOINT FILLER AND
STRUCTURAL DWGS.
REFER TO
CONCRETE SLAB,
6" REINFORCED
RIGID INSULATION, TYP.
ROOF BOARD ABOVE
PVC MEMBRANE
STRUCTURAL DWGS.
BEAM, REFER TO
STEEL COLUMN AND
SEALER, TYP.
JOINT FILLER AND
STRUCTURAL DWGS.
REFER TO
CONCRETE SLAB,
6" REINFORCED
REFER TO CIVIL DWGS.
FINISHED GRADE,
SM
O
PVC MEMBRANE
STRUCTURAL DWGS.
METAL DECK, REFER TO
RIGID INSULATION, TYP.
ROOF BOARD ABOVE
TO STRUCTURAL DWGS.
BOND BEAM, TYP. REFER
STRUCTURAL DWGS.
BEAM, REFER TO
STEEL COLUMN AND
MECHANISM, TYP.
JACK SHAFT LIFTING
OVERHEAD DOOR WITH
TO ELEC. DWGS.
CONTROL, REFER
OVERHEAD DOOR
FOUNDATION WALL
EXTEND 4" DOWN
VAPOR BARRIER, TYP.
PROTECTION BOARD
DAMPPROOFING AND
OF CONCRETE FOUNDATION
2'-0" FROM PERIMETER
2" RIGID INSULATION
PANEL BEYOND
INSULATED METAL
2" RIGID INSULATION
CONTINUOUS PERIMETER
8"8"
1'-4"
7'-4"
REFER TO FINISH SCHEDULE
FULL HEIGHT IN WASH BAY,
PAINTED C.M.U. 12'-0" TO
SCHEDULE
AREA, REFER TO FINISH
PAINTED C.M.U. IN BAY
TO FINISH SCHEDULE
WASH BAY ONLY, REFER
GLAZED BLOCK 0'-0" - 12'-0"
PIER, REFER TO A-101
GLAZED BLOCK CONCRETE
TO STRUCTURAL DWGS.
STEEL LINTEL, REFER
TO FINISH SCHEDULE
0'-0" - 7'-4", REFER
PAINTED C.M.U.
PIER AND C.M.U. WALL
BETWEEN CONCRETE
1/2" CAULK JOINT
TO STRUCTURAL DWGS.
CONCRETE SLAB, REFER
6" REINFORCED
12'-0"
6"
12'-0"
6"
12'-0"
6"
22'-8"
6"
BLOCK
GLAZED
T.O.K.W.
BLOCK
GLAZED
T.O.K.W.
PIER, REFER TO A-101
GLAZED BLOCK CONCRETE
BAY, REFER TO ROOF PLAN
VAPOR RETARDER AT WASH
PIER AND C.M.U. WALL
BETWEEN CONCRETE
1/2" CAULK JOINT
REFER TO FINISH SCHEDULE
- 12'-0" WASH BAY ONLY,
GLAZED BLOCK 0'-0"
2'-0"1'-4"
STRUCTURAL DWGS.
FINISH FLOOR. REFER TO
WALL EXPOSED 8" ABOVE
CONCRETE FOUNDATION
PIER AND C.M.U. WALL
BETWEEN CONCRETE
1/2" CAULK JOINT
PIER, REFER TO A-101
GLAZED BLOCK CONCRETE
BLOCK COURSE
SMOOTH FACE C.M.U.
FLASHING OVER HALF
METAL FASCIA AND
STRUCTURAL DWGS.
WALL, REFER TO
CONCRETE FOUNDATION
REFER TO DOOR SCHEDULE
METAL DOOR THRESHOLD,
TO STRUCTURAL DWGS.
STEEL LINTELS, REFER
TO STRUCTURAL DWGS.
SAG ROD, REFER
TO FINISH SCHEDULE
IN WASH BAY, REFER
12'-0" TO FULL HEIGHT
PAINTED C.M.U.
LOCATION
FOR SPACING AND
TO STRUCTURAL DWGS.
OPEN WEB JOIST, REFER
2'-0" 1'-4"
SMS
A-500
2OPP.
3" INSULATED METAL PANEL
FINISH SCHEDULE
WASH BAY ONLY, REFER TO
GLAZED BLOCK 0'-0" - 12'-0"
11
BLOCK
GLAZED
T.O.K.W.
PANEL
INSULATED METAL
AT WASH BAY
ABOVE ROOF DECK
VAPOR RETARDER
POMFRET MAINTENANCEFACILITY
STRUCTURAL DWGS.
DECK, REFER TO
CONNECTION AT METAL
STRUCTURAL DWGS.
DECK, REFER TO
CONNECTION AT METAL
STRUCTURAL DWGS.
WALL, REFER TO
CONCRETE FOUNDATION
STRUCTURAL DWGS.
WALL, REFER TO
CONCRETE FOUNDATION
TO DOOR SCHEDULE
THRESHOLD, REFER
METAL DOOR
7'-4"
EXT. WALL, TYP.
WASH BAY AREA
SECTION AT DOOR, TYP.
WASH BAY AREA WALL
AREA WALL SECTION
WASH BAY AREA - BAY
05.18
-
POMFRET
A-402
111-121
SMP
WALL SECTIONS
9
A-300
10
A-300
11
A-301
12
A-301
LEADERS AT DOOR
HALLWAY - CREW
WALL SECTION
WOMEN'S - HALLWAY
WALL SECTION
VESTIBULE DOOR
SECTION AT DOOR
HALLWAY - VESTIBULE
11
RIGID INSULATION, TYP.
ROOF BOARD ABOVE
PVC MEMBRANE
TO STRUCTURAL DWGS.
BOND BEAM, TYP. REFER
STRUCTURAL DWGS.
METAL DECK, REFER TO
PAINTED C.M.U., TYP.
TO STRUCTURAL DWGS.
FOOTING, REFER
CONCRETE SLAB AND
6" REINFORCED
RIGID INSULATION, TYP.
ROOF BOARD ABOVE
PVC MEMBRANE
TO STRUCTURAL DWGS.
BOND BEAM, TYP. REFER
DWGS.
REFER TO PLUMBING
ROOF DRAIN BEYOND,
STRUCTURAL DWGS.
METAL DECK, REFER TO
TO STRUCTURAL DWGS.
FOOTING, REFER
CONCRETE SLAB AND
6" REINFORCED
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
OF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
SCALE AS NOTED
8/5/2015
BLOCK:
SIGNATURE/
APPROVED BY:
OFFICE OF ENGINEERING
...\FD_MSH_ARC_0111_0121_A402.dgnPlotted Date:
CON
NECTICUT
DE
PA
RT
ME
NT
O F TRAN
S
PO
RT
ATI
ON
SCALE: 3/4" = 1'-0"SCALE: 3/4" = 1'-0"SCALE: 3/4" = 1'-0"SCALE: 3/4" = 1'-0"
SM
OS
PL
SM
OS
MO
SP
LS
PL
SP
LS
MO
SP
LS
PL
SM
O
F.F.E.
0'-0"
T.O.M.
14'-8"
F.F.E.
0'-0"
T.O.M.
14'-8"
F.F.E.
0'-0"
T.O.M.
14'-8"
F.F.E.
0'-0"
T.O.M.
14'-8"
RIGID INSULATION, TYP.
ROOF BOARD ABOVE
PVC MEMBRANE
TO STRUCTURAL DWGS.
BOND BEAM, TYP. REFER
DWGS.
REFER TO PLUMBING
ROOF DRAIN BEYOND,
STRUCTURAL DWGS.
METAL DECK, REFER TO
TO STRUCTURAL DWGS.
FOOTING, REFER
CONCRETE SLAB AND
6" REINFORCED
RIGID INSULATION, TYP.
ROOF BOARD ABOVE
METAL FASCIA
STRUCTURAL DWGS.
METAL DECK, REFER TO
DWGS.
REFER TO STRUCTURAL
BOND BEAM, TYP.,
3" RIGID INSULATION
1-3/4" AIR SPACE
COURSE
AT EACH 16" C.M.U.
REINFORCING TIES
HORIZONTAL JOINT
PVC MEMBRANE
1'-4"
6" 6" 8"
FOUNDATION WALL
EXTEND 4" DOWN
VAPOR BARRIER, TYP.
REFER TO CIVIL DWGS.
FINISHED GRADE,
TO STRUCTURAL DWGS.
CONCRETE SLAB, REFER
6" REINFORCED
C.M.U. BLOCK BEYOND
SPLIT AND SMOOTH FACE
PANEL BEYOND
INSULATED METAL
PROTECTION BOARD
DAMPPROOFING AND
7'-4"
7'-4"
2" RIGID INSULATION
CONTINUOUS PERIMETER
7'-4"
TO DOOR SCHEDULE
METAL THRESHOLDS, REFER
TO STRUCTURAL DWGS.
STEEL LINTEL, REFER
LOCATION
FOR SPACING AND
TO STRUCTURAL DWGS.
OPEN WEB JOIST, REFER
DWGS. AND ROOF PLAN
REFER TO PLUMBING
ROOF DRAIN BEYOND,
LOCATION
FOR SPACING AND
TO STRUCTURAL DWGS.
OPEN WEB JOIST, REFER
SCHEDULE
REFER TO FINISH
PAINTED C.M.U., TYP.,
14'-8"
6"
14'-8"
6"
14'-8"
6"
14'-8"
6"
2'-0" 1'-4"
STRUCTURAL DWGS.
WALL, REFER TO
CONCRETE FOUNDATION
TO DOOR SCHEDULE
METAL THRESHOLD, REFER
LOCATION
FOR SPACING AND
TO STRUCTURAL DWGS.
OPEN WEB JOIST, REFER
TO STRUCTURAL DWGS.
STEEL LINTELS, REFER
SM
O
SCHEDULE
REFER TO FINISH
PAINTED C.M.U., TYP.,
LOCATION
FOR SPACING AND
TO STRUCTURAL DWGS.
OPEN WEB JOIST, REFER
PLANS FOR WALL TYPE
REFER TO ENLARGED FLOOR
PLANS FOR WALL TYPE
REFER TO ENLARGED FLOOR
WALL TYPE
FLOOR PLANS FOR
REFER TO ENLARGED
SMS
PANEL BEYOND
INSULATED METAL
PANEL BEYOND
INSULATED METAL
PANEL BEYOND
INSULATED METAL
CEILING 9'-0" A.F.F.
ACOUSTICAL TILE
CEILING 9'-0" A.F.F.
ACOUSTICAL TILE
CEILING 9'-0" A.F.F.
ACOUSTICAL TILE
POMFRET MAINTENANCEFACILITY
BEYOND
METAL LADDER
STRUCTURAL DWGS.
DECK, REFER TO
CONNECTION AT METAL
STRUCTURAL DWGS.
DECK, REFER TO
CONNECTION AT METAL
STRUCTURAL DWGS.
DECK, REFER TO
CONNECTION AT METAL
05.19
-
POMFRET
A-403
111-121
SMP
WALL SECTIONS
13
A-301
14
A-301
15
A-301
16
A-301
F.F.E.
0'-0"
T.O.M.
14'-8"
13
AT WINDOW
EXT. WALL SECTION
SECTION AT DOOR
BAY AREA WALL
F.F.E.
0'-0"
22'-8"
T.O.S.
F.F.E.
0'-0"
14'-8"
T.O.M.
F.F.E.
0'-0"
22'-8"
T.O.S.
STRUCTURAL DWGS.
METAL DECK, REFER TO
RIGID INSULATION, TYP.
ROOF BOARD ABOVE
PVC MEMBRANE
TO STRUCTURAL DWGS.
SLAB AND FOOTING, REFER
6" REINFORCED CONCRETE
TO STRUCTURAL DWGS.
BOND BEAM, TYP. REFER
RIGID INSULATION, TYP.
ROOF BOARD ABOVE
PVC MEMBRANE
METAL FASCIA
TO STRUCTURAL DWGS.
STEEL COLUMN, REFER
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
OF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
SCALE AS NOTED
8/5/2015
BLOCK:
SIGNATURE/
APPROVED BY:
OFFICE OF ENGINEERING
...\FD_MSH_ARC_0111_0121_A403.dgnPlotted Date:
CON
NECTICUT
DE
PA
RT
ME
NT
O F TRAN
S
PO
RT
ATI
ON
SCALE: 3/4" = 1'-0"SCALE: 3/4" = 1'-0"SCALE: 3/4" = 1'-0"SCALE: 3/4" = 1'-0"
22'-8"
1'-6"1'-6"
1'-4" 6"
5'-0"
2'-4
"
RIGID INSULATION, TYP.
ROOF BOARD ABOVE
PVC MEMBRANE
METAL FASCIA
TO STRUCTURAL DWGS.
STEEL COLUMN, REFER
SM
OS
PL
SM
OS
MO
SP
LS
PL
SP
LS
PL
SM
O
REFER TO CIVIL DWGS.
FINISHED GRADE,
FOUNDATION WALL
EXTEND 4" DOWN
VAPOR BARRIER, TYP.
PRECAST CONCRETE SILL
RIGID INSULATION, TYP.
ROOF BOARD ABOVE
PVC MEMBRANE
STRUCTURAL DWGS.
METAL DECK, REFER TO
WINDOW OPENING
FACE C.M.U. BLOCK AT
RETURN SPLIT AND SMOOTH
TO STRUCTURAL DWGS.
CONCRETE PIER, REFER
3" RIGID INSULATION
1-3/4" AIR SPACE
COURSE
AT EACH 16" C.M.U.
REINFORCING TIES
HORIZONTAL JOINT
SP
LS
MO
DOOR OPENINGS
BLOCK AT OVERHEAD
SMOOTH FACE C.M.U.
RETURN SPLIT AND
OPENINGS
OVERHEAD DOOR
METAL PANEL AT
RETURN INSULATED
REFER TO STRUCTURAL DWGS.
AND H.S.S. STEEL COLUMN,
1/2" JOINT BETWEEN C.M.U.
REFER TO CIVIL DWGS.
FINISHED GRADE,
INSULATED METAL PANEL
SOFFIT AT OVERHEAD DOOR,
PROTECTION BOARD
DAMPPROOFING AND
PROTECTION BOARD
DAMPPROOFING AND
2" RIGID INSULATION
CONTINUOUS PERIMETER
2" RIGID INSULATION
CONTINUOUS PERIMETER
REFER TO STRUCTURAL DWGS.
SLAB AT OVERHEAD DOORS,
SLOPE REINFORCED CONCRETE
AT OVERHEAD DOOR
BAY AREA SECTION
7'-4"
METAL FASCIA
PANEL BEYOND
INSULATED METAL
LOCATION
FOR SPACING AND
TO STRUCTURAL DWGS.
OPEN WEB JOIST, REFER
PLANS FOR WALL TYPE
REFER TO ENLARGED WALL
SCHEDULE
REFER TO FINISH
PAINTED C.M.U., TYP.,
14'-8"
6"
14'-8"
6"
22'-8"
6"
2'-0" 1'-4" 2'-0"1'-4"
PANEL BEYOND
INSULATED METAL
STRUCTURAL DWGS.
SAG ROD, REFER TO
LOCATION
FOR SPACING AND
TO STRUCTURAL DWGS.
OPEN WEB JOIST, REFER
C.M.U. BLOCK COURSE
OVER HALF SMOOTH FACE
METAL FASCIA AND FLASHING
SCHEDULE
REFER TO FINISH
PAINTED C.M.U., TYP.,
STRUCTURAL DWGS.
WALL, REFER TO
CONCRETE FOUNDATION
STRUCTURAL DWGS.
FINISH FLOOR. REFER TO
WALL EXPOSED 8" ABOVE
CONCRETE FOUNDATION
SMS
STRUCTURAL DWGS.
SAG ROD, REFER TO
TO STRUCTURAL DWGS.
STEEL LINTELS, REFER
SM
O
OPENINGS
COURSE AT OVERHEAD DOOR
SMOOTH FACE C.M.U. BLOCK
FLASHING OVER HALF
RETURN METAL FASCIA AND
D A
3" INSULATED METAL PANEL
PANEL, TYP.
3" INSULATED METAL
CEILING 9'-0" A.F.F.
ACOUSTICAL TILE
CEILING 9'-0" A.F.F.
ACOUSTICAL TILE
POMFRET MAINTENANCEFACILITY
STRUCTURAL DWGS.
DECK, REFER TO
CONNECTION TO METAL
CREW LEADERS - HALLWAY WALL
BREAK ROOM - HALLWAY /
FOUNDATION WALL
EXTEND 4" DOWN
VAPOR BARRIER, TYP.
TO MECH. DWGS.
FIN TUBE RADIATOR, REFERREFER TO MECH. DWGS.
FIN TUBE RADIATOR,
05.20
-
111-121
A-404
SMS POMFRET
top related