05 - ARCHITECTURAL - Connecticut · 05 - architectural enlarged floor plan ... metal corner bead mechanical ... % frontage increase (i )f % of allowable tabular area (a )

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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

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NUMBER

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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:

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CON.

ABBREVIATIONS

EXTERIOREXT.

B.O.

CONT. CONTAINMENT


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)

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100%

OF TRAVEL

120'


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:

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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


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:

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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


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:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











SCALE AS NOTED

8/5/2015

BLOCK:

SIGNATURE/

APPROVED BY:



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"


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:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











SCALE AS NOTED

8/5/2015

BLOCK:

SIGNATURE/

APPROVED BY:



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.


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:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











SCALE AS NOTED

8/5/2015

BLOCK:

SIGNATURE/

APPROVED BY:



CON

NECTICUT

DE

PA

RT

ME

NT

O F TRAN

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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


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:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











SCALE AS NOTED

8/5/2015

BLOCK:

SIGNATURE/

APPROVED BY:



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,


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



DETAIL 7/A-504



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 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



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,


05.09


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


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:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











SCALE AS NOTED

8/5/2015

BLOCK:

SIGNATURE/

APPROVED BY:



CON

NECTICUT

DE

PA

RT

ME

NT

O F TRAN

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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:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











SCALE AS NOTED

8/5/2015

BLOCK:

SIGNATURE/

APPROVED BY:



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


OP LMN HIJK G F E D C B A

INSULATED METAL PANEL

LADDER, REFER TO ROOF PLAN.


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,




METAL ROOF FASCIA, TYP.

AEB


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.


EXHAUST UNIT, TYP.

ELEC. DWGS.

PANEL, TYP. REFER TO

WALL PACK LIGHTING


88'-1"147'-11"

WALL SECTIONS.

COURSING, REFER TO

SMOOTH FACE BLOCK

PLG. DWGS.

TO DETAIL 7/A-504 AND


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


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:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











SCALE AS NOTED

8/5/2015

BLOCK:

SIGNATURE/

APPROVED BY:



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



FIXED BAY AREA ROOF ACCESS INSULATED METAL PANEL

3.9

7/A-302.

MECH. DWGS AND

LOUVERS, REFER TO


INSULATED METAL PANEL, TYP.


MECH. DWGS. AND DETAIL 8/A-504.

EXHAUST UNIT, TYP. REFER TO

AEB


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.


AIR CONDENSING UNIT,

AND DETAIL 8/A-504.


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


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:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











SCALE AS NOTED

8/5/2015

BLOCK:

SIGNATURE/

APPROVED BY:



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


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.


PAINTED C.M.U. 0'-0" - 7'-4",



TO FINISH SCHEDULE

PAINTED C.M.U. REFER


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:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











SCALE AS NOTED

8/5/2015

BLOCK:

SIGNATURE/

APPROVED BY:



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,


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


P241575

AREA

BAY

P241575 P241575

117

MATCH ADJACENT WALLS.

TO STR'L DWGS. PAINT TO


ROOF PLAN.

TO MECH. DWGS. AND

EXHAUST UNIT, REFER

EXIT


FIN TUBE RADIATOR,

A-400

4

A-400

4

DWG NO. A-101

COLUMN, TYP. REFER TO


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


BUILDING FRAMEWORK.

TO STR'L DWGS. FOR

STRUCTURAL JOISTS, REFER

SIM.




REFER TO ROOF PLAN.

ANCHOR AS REQUIRED,


FOR BUILDING FRAMEWORK.

JOISTS, REFER TO STR'L DWGS.

STRUCTURAL FRAMING AND

SIM.

ELEC. DWGS.

TYP. REFER TO

PA SYSTEM,

NOTE




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:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











SCALE AS NOTED

8/5/2015

BLOCK:

SIGNATURE/

APPROVED BY:



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.



TO MECH. DWGS.

LOUVER, REFER

COMBUSTION AIR

TERRAZZO BASE, TYP.



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


ACOUSTICAL TILE


P241575

F

114F

SUPERVISOR

PANEL, TYP.

INSULATED METAL




TO DWG. NO. A-507.

TOOL/STORAGE CRIB. REFER

REFER TO A-106

CONTROL JOINTS,

SIM.

SIM.

REFER TO A-106.

CONTROL JOINTS,




STR'L DWGS. FOR BUILDING FRAMEWORK.


TO FINISH SCHEDULE.

PAINTED C.M.U. REFER

DWGS. FOR BUILDING FRAMEWORK.


05.15

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











SCALE AS NOTED

8/5/2015

BLOCK:

SIGNATURE/

APPROVED BY:



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



TO ELEC. DWGS.

CONTROL, REFER

OVERHEAD DOOR



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.


ELEC. ROOM EXHAUST FAN,

0'-0" - 7'-4"

PAINTED C.M.U.

TERRAZZO BASE, TYP.

NOTE

SMP





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


ACOUSTICAL TILE


114F

P241575

F

TO FINISH SCHEDULE

PAINTED C.M.U., REFER


FIN TUBE RADIATORS,

113

EXIT

WALL, REFER TO STR'L DWGS.

INSULATION AT FOUNDATION




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.



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.







REFER TO FINISH SCHEDULE.

PAINTED C.M.U. 0'-0" - 7'-4",



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:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











SCALE AS NOTED

8/5/2015

BLOCK:

SIGNATURE/

APPROVED BY:



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.


PVC MEMBRANE


ROOF BOARD ABOVE

PVC MEMBRANE

STRUCTURAL DWGS.



ROOF BOARD ABOVE

PVC MEMBRANE

TO STRUCTURAL DWGS.



8" C.M.U. FULL HEIGHT


ROOF BOARD ABOVE

METAL FASCIA

STRUCTURAL DWGS.


PVC MEMBRANE

TO STRUCTURAL DWGS.

BOND BEAM, TYP. REFER

1'-6"

COUNTER-FLASHING, TYP.

2 X BLOCKING

TO STRUCTURAL DWGS.


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


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.


SCHEDULE

REFER TO FINISH



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


ACOUSTICAL TILE


ACOUSTICAL TILE


FOR JOIST LOCATION

TO STRUCTURAL DWGS.


TO STRUCTURAL DWGS.


TO STRUCTURAL DWGS.


STRUCTURAL DWGS.

DECK, REFER TO

CONNECTION AT METAL

STRUCTURAL DWGS.

DECK, REFER TO

CONNECTION AT METAL

STRUCTURAL DWGS.

SLAB, REFER TO



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.



ROOF BOARD ABOVE

PVC MEMBRANE

TO STRUCTURAL DWGS.


SEALER, TYP.

JOINT FILLER AND

12'-0"

F.F.E.

0'-0"

22'-8"

T.O.S. / T.O.M.

12'-0"

STRUCTURAL DWGS.



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:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











SCALE AS NOTED

8/5/2015

BLOCK:

SIGNATURE/

APPROVED BY:



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


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


FINISHED GRADE,

SM

O

PVC MEMBRANE

STRUCTURAL DWGS.



ROOF BOARD ABOVE

TO STRUCTURAL DWGS.


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


8"8"

1'-4"

7'-4"


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


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.


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.



BAY, REFER TO ROOF PLAN

VAPOR RETARDER AT WASH


BETWEEN CONCRETE

1/2" CAULK JOINT


- 12'-0" WASH BAY ONLY,

GLAZED BLOCK 0'-0"

2'-0"1'-4"

STRUCTURAL DWGS.

FINISH FLOOR. REFER TO


CONCRETE FOUNDATION


BETWEEN CONCRETE

1/2" CAULK JOINT



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


PAINTED C.M.U.

LOCATION

FOR SPACING AND

TO STRUCTURAL DWGS.


2'-0" 1'-4"

SMS

A-500

2OPP.


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


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


ROOF BOARD ABOVE

PVC MEMBRANE

TO STRUCTURAL DWGS.


STRUCTURAL DWGS.



TO STRUCTURAL DWGS.

FOOTING, REFER

CONCRETE SLAB AND

6" REINFORCED


ROOF BOARD ABOVE

PVC MEMBRANE

TO STRUCTURAL DWGS.


DWGS.

REFER TO PLUMBING

ROOF DRAIN BEYOND,

STRUCTURAL DWGS.


TO STRUCTURAL DWGS.

FOOTING, REFER

CONCRETE SLAB AND

6" REINFORCED

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











SCALE AS NOTED

8/5/2015

BLOCK:

SIGNATURE/

APPROVED BY:



CON

NECTICUT

DE

PA

RT

ME

NT

O F TRAN

S

PO

RT

ATI

ON


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"


ROOF BOARD ABOVE

PVC MEMBRANE

TO STRUCTURAL DWGS.


DWGS.

REFER TO PLUMBING

ROOF DRAIN BEYOND,

STRUCTURAL DWGS.


TO STRUCTURAL DWGS.

FOOTING, REFER

CONCRETE SLAB AND

6" REINFORCED


ROOF BOARD ABOVE

METAL FASCIA

STRUCTURAL DWGS.


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.


FINISHED GRADE,

TO STRUCTURAL DWGS.


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


7'-4"

TO DOOR SCHEDULE

METAL THRESHOLDS, REFER

TO STRUCTURAL DWGS.

STEEL LINTEL, REFER

LOCATION

FOR SPACING AND

TO STRUCTURAL DWGS.


DWGS. AND ROOF PLAN

REFER TO PLUMBING

ROOF DRAIN BEYOND,

LOCATION

FOR SPACING AND

TO STRUCTURAL DWGS.


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.


TO STRUCTURAL DWGS.


SM

O

SCHEDULE

REFER TO FINISH


LOCATION

FOR SPACING AND

TO STRUCTURAL DWGS.


PLANS FOR WALL TYPE


PLANS FOR WALL TYPE


WALL TYPE

FLOOR PLANS FOR

REFER TO ENLARGED

SMS

PANEL BEYOND

INSULATED METAL

PANEL BEYOND

INSULATED METAL

PANEL BEYOND

INSULATED METAL


ACOUSTICAL TILE


ACOUSTICAL TILE


ACOUSTICAL TILE


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.



ROOF BOARD ABOVE

PVC MEMBRANE

TO STRUCTURAL DWGS.



TO STRUCTURAL DWGS.



ROOF BOARD ABOVE

PVC MEMBRANE

METAL FASCIA

TO STRUCTURAL DWGS.

STEEL COLUMN, REFER

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











SCALE AS NOTED

8/5/2015

BLOCK:

SIGNATURE/

APPROVED BY:



CON

NECTICUT

DE

PA

RT

ME

NT

O F TRAN

S

PO

RT

ATI

ON


22'-8"

1'-6"1'-6"

1'-4" 6"

5'-0"

2'-4

"


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


FINISHED GRADE,

FOUNDATION WALL

EXTEND 4" DOWN

VAPOR BARRIER, TYP.

PRECAST CONCRETE SILL


ROOF BOARD ABOVE

PVC MEMBRANE

STRUCTURAL DWGS.


WINDOW OPENING

FACE C.M.U. BLOCK AT

RETURN SPLIT AND SMOOTH

TO STRUCTURAL DWGS.


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


AND H.S.S. STEEL COLUMN,

1/2" JOINT BETWEEN C.M.U.


FINISHED GRADE,

INSULATED METAL PANEL

SOFFIT AT OVERHEAD DOOR,

PROTECTION BOARD

DAMPPROOFING AND

PROTECTION BOARD

DAMPPROOFING AND

2" RIGID INSULATION


2" RIGID INSULATION



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.


PLANS FOR WALL TYPE

REFER TO ENLARGED WALL

SCHEDULE

REFER TO FINISH


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.


C.M.U. BLOCK COURSE

OVER HALF SMOOTH FACE

METAL FASCIA AND FLASHING

SCHEDULE

REFER TO FINISH


STRUCTURAL DWGS.

WALL, REFER TO

CONCRETE FOUNDATION

STRUCTURAL DWGS.

FINISH FLOOR. REFER TO


CONCRETE FOUNDATION

SMS

STRUCTURAL DWGS.

SAG ROD, REFER TO

TO STRUCTURAL DWGS.


SM

O

OPENINGS

COURSE AT OVERHEAD DOOR

SMOOTH FACE C.M.U. BLOCK

FLASHING OVER HALF

RETURN METAL FASCIA AND

D A


PANEL, TYP.

3" INSULATED METAL


ACOUSTICAL TILE


ACOUSTICAL TILE


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

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