waterford high school Waterford, CT July 26th, 2011

overall site plan

waterford high school Waterford, CT

overall site planRevised Renovation Scope:

Irrigation to Playing FieldsReplace Tennis Court

LightsAdditional Power, Data &

Public Address System to Press Boxes

Emergency Call Boxes throughout Campus

waterford high school Waterford, CT July 26th, 2011

DN

M L.5M.5N.5O.5P.5Q.5R.5S.2

E11

E12

E13

E14

E15

E16

E17

E18

E19

E.A

E40 E39 E38 E37 E36

E5 E4

E3 E2 E1

E6

Z.6Z.7Z.8

MATCH LINE AREA D

MATCH LINE AREA E

MA

TC

H L

INE

AR

EA

D

MA

TC

H L

INE

AR

EA

C

A-4105

C117

C116

C115

EXIT STAIR

C116

EXIST PASSAGEWAY

C117

BAND ROOM

D104

PRACTICE

D109 PRACTICE

D110

PRACTICE

D111

D102

D110

D104C

MEN

E102

STORAGE

E104

STORAGE

E106

VESTIBULE

E117

STORAGE

E111

VEST.

E110E108B

E103

E107DE107C

E110

E111

E109

E106E104

E105

4'-0

"1'

-0"

1'-0

"

1'-0"

EX

IST

. R

AM

PS

LO

PE

1 : 1

2

ELECT/TECH

D117 D117

5 5

7 7 7 7 7 7 8

10 1610 14 14 14 14 14 14

1016 10141414141414

8

16

8

141414141414

8'-1

1/4

"4'

-0"

7'-6

"6'

-0"

7'-6

"4'

-0"

7'-6

"6'

-0"

7'-6

"

10'-2

1/8

"6'

-0"

7'-6

"4'

-0"

7'-6

"

NOTE:REFER TO DRAWINGA-414 FORENLARGEDGYMNASIUM FLOORSTRIPING PLAN.

NEW OPERABLEBLEACHERS, TYP.

SELF STORING / STACKINGGUARDRAIL W/ 1/2" SQ. BARS@ 4" O.C. MAX. W/ 1 1/4" NOM.TOP RAIL 3'-6" HIGH @ SEATLEVEL

3'-0" WIDE x 4'-0" DEEPSEATING LOCATION FORPERSONS WITHDISABILITIES (TYP. OF 16)

NEW OPERABLEBLEACHERS, TYP.

3'-0

"

16 141414141414

6'-0

"4'

-0"

7'-6

"6'

-0"

2'-0

"4'

-0"

10 1610 14 14 14 14 14 14

1614 14 14 14 14 14

116

120

98

60

120

120

116

D113

D104B

D106D107

E116B

E107E

PASSAGE

D108

DRESSING ROOM

D113

CONCRETEINFILL

SCRAPE, PRIME, ANDPAINT EXIST. EXPOSEDCOLUMNS. (TYP. OF 2)

NEWCURTAINWALLSYSTEM ASSCHEDULED

NEW CURTAINWALLSYSTEM ASSCHEDULED

WOMEN

E101

35' - 5 1/4"

35' - 1 1/4"

E112

D109 D111

1'-0

"

35' - 5 1/4"

5'-1

0"

C122

D108

EXIST. DISPLAYCASE TO REMAIN

E108A

E117D

E117C

E117B

E117A

CORR.

D102

STAIR # 10

E112

STAIR # 11

E109

FITNESS ROOM

E108

NEW SAFETYCAGE - SEE DETAIL xx

E116C

9 ROWS FULLY EXTENDED

17'-3"

71'-0

"

6'-0

"7'

-6"

7'-6

"7'

-6"

3'-0

"

3'-0

"4'

-6"

8 8

M

M

M

M

M

M

C0

ORCHESTRAROOM

E103

EXISTING SHIP'SLADDER TO MECHANICALROOM BELOW

EXIST. SHIPS LADDERTO MECHANICALROOM BELOW

E113 E114 E115

PRACTICE

E113

PRACTICE

E114

STORAGE

E115

STAND PIPE

E118 DATA

E118

SLOPE 2%

TYP. MID-AISLE RAIL1 1/4" N.P.S. RAILINGTOP RAIL LOCATED@ 34" ABOVE NOSEOF FOOTBOARD.

SELF STORING /STACKING GUARDRAILW/ 1/2" SQ. BARS @ 4"O.C. MAX. W/ RAIL 3'-6"HIGH @ SEAT LEVEL

TYP. MID-AISLE RAIL 1 1/4"N.P.S. RAILING TOP RAILLOCATED @ 34" ABOVE NOSEOF FOOTBOARD.

STORAGE

E105

GYMNASIUM

E107

A-220

6

7

8'MB12'TB

CORRIDOR

E116

UP

D.F.

14'-4" 2'-6"

14'-4" 2'-6"

D.F.

FO

ALIGN

8"

NOTE :COORDINATE LOCATION OF NEW BASKET BALLCOURTS W/ EXISTING BACKSTOP LOCATIONS

CS

CS

8'-5" 7'-10"

C0

C0

C0

10'-2" CLEAR

12'-2" CLEAR

F.E.

F.E.

AW

P

AW

P

AW

P

D115TOILET

D115D114

ROOF ACCESS

D114

DN

INSTALL NEW WALLPADDING, SIZE AND COLORTO MATCH EXISTING.

E107B

E107A

8'-0

3/4

"

8'-0" 3'-4" 1'-4" 3'-4" 3'-4"

EX

IST

. R

AM

P1:1

2

NEWEXTERIORPAVING

3'-4

"

1'-0

"3'

-4"

3'-4"2'-8"EXISTING HANDRAILTO REMAIN

M

NOTE:FILL ALL ABANDONED SLABPENETRATIONS W/ CONCRETEFLUSH W/ TOP OF EXISTING SLAB

DN

10'-8"

5'-4

"3'

-4"

8"

INSTALL NEW WALL PADDING,SIZE AND COLOR TO MATCHEXISTING

19 ROWS FULLY EXTENDED

17'-3"

INFILL SLABDEPRESSION WITHCONCRETE FLUSHWITH TOP OF EXISTINGSLAB

66'-0

" V

.I.F.

REPLACE DAMAGEDCMU VENEER AT JAMBAS REQUIRED AFTERDEMOLITION

19'-4"

SCRAPE, PRIME, ANDPAINT EXIST. COLUMNTO REMAIN (TYP. OF 2)

CW8

CW9

NEW MASONRY INFILLIN EXIST. OPENING.MATCH EXIST.MATERIALS ANDTHICKNESS. TOOTH-INNEW BRICK VENEER@ VESTIBULE

45'-0

" V

.I.F.

A-204 1

EEE

FFF

GGG

HHH

III

JJJ

9'-5

1/4

"9'

-5 1

/4"

9'-5

1/4

"9'

-5 1

/4"

9'-5

1/4

"9'

-5 1

/4"

NEW BRICK VENEERTOOTH-INTO EXIST.WALL AT CORNER

NOTE:FILL ALL ABANDONED SLABPENETRATIONS WITHCONCRETE FLUSH WITH TOP OFEXISTING SLAB.

SCRAPE, PRIME, ANDPAINT EXIST. EXPOSEDCOLUMNS. (TYP. OF 4)

A-202

1

LINE OF OVERHANGABOVE

INFILL SLABDEPRESSION WITHCONCRETE FLUSHWITH TOP OFEXISTING SLAB

11

A-573

@ CLERESTORYABOVE

DN

NEW PAINTEDCMU INFILL

AW

P

AW

P

NEW PAINTEDCMU INFILL

2'-11 3/4"

3'-0 1/4"

A-2013

E107F

1'-6

"3'

-0"

3'-0

"4'

-6"

NOTE:INSTALL 10 MIL VAPOR BARRIERIN EXISTING GYM FLOOR SLABRECESS AND INFILL WITHCONCRETE. TOP OF INFILL TO BE3/8" BELOW TOP OF EXISTINGADJACENT TOP OF SLAB.

E116A

9

8

10'TB

AW

P

AW

P

IB (N.I.C.)

DN

NEW PTD.GAURDRAIL.SEE DTL.11/A-431

3

A-331

4

A-331

RECESSED KNOXBOX

A

B

CD

E

F

G

HT

UN

NE

L

MECHANICALROOM

E001

MECHANICALROOM

E002

UP

UP

EXISTING CONCRETEFOUNDATION WALLS,TYP.

NOTE:INSTALL WATERPROOFING TOALL EXISTING CONCRETEFOUNDATION EXPOSED BYDEMOLITION OF ADJACENTPIPE TUNNEL. LAP NEWWATERPROOFING 8" MIN. OVEREXISTING WATERPROOFING.

TUNNEL FLOOR

EL. 30'-5 1/4" +/-

TOP OF SLAB

EL. 25'-11 1/4" +/-

TOP OF SLAB

EL. 25'-11 1/4" +/-

EXISTING SHIPSLADDER TO REMAIN

EXISTING CONCRETEFOUNDATION WALLS, TYP.

NEW F.E. AND WALLMOUNTED BRACKET

NEW F.E. AND WALLMOUNTED BRACKET

EXISTING SHIPSLADDER TO REMAIN

EXISTINGCONCRETEFOUNDATIONWALLS, TYP.

PIPE TUNNELWALLS REMOVEDUNDER DEMOLITIONSHOWN DASHED

INFILL EXISTING 2'-6" x2'-6" OPENING IN PIPETUNNEL WALL. SEESTRUCTURALDRAWINGS.

14'-8

" V

.I.F.

1'-0" V.I.F.

3

A-331

SCHEDULES:1. ROOM FINISH SCHEDULE: REFER TO SPECIFICATIONS.

a.DOOR AND FRAME SCHEDULE: REFER TO SPECIFICATIONS.b.WALL TYPE SCHEDULE: REFER TO DRAWINGS A-003 AND A-004c.MOUNTING HEIGHT SCHEDULE: REFER TO DRAWING A-002

2. ALL NEW WALLS SHALL EXTEND TO UNDERSIDE OF FLOOR OR ROOF DECK ABOVEUNLESS NOTED OTHERWISE.

3. DIMENSIONS ARE TO FACE OF MASONRY, CENTERLINE OF STUD, CENTERLINE OFCOLUMN, AND CENTER OF FIXTURE UNLESS OTHERWISE NOTED

4. COORDINATE ACCESS DOOR LOCATIONS AND MISCELLANEOUS WALLPENETRATIONS (FOR CONCEALED ITEMS) WITH APPROPRIATE CONTRACTORS.

5. FOR SEISMIC SUSPENSION OF ACOUSTICAL CEILINGS, REFER TO SPECIFICATIONS.

6. PENETRATIONS OF ALL FIRE RATED AND SMOKE TIGHT WALLS AND FLOORASSEMBLIES SHALL BE FIRE STOPPED AND MADE SMOKE TIGHT WITH APPROVEDTHROUGH WALL PENETRATION FIRE STOP SYSTEM

7. ALL LUMBER USED IN ROOF CONSTRUCTION SHALL BE FIRE RESISTANCE TREATEDLUMBER. REFER TO SPECIFICATIONS FOR INFORMATION.

8. THE BOTTOM OF ALL RATED SHAFTS THAT DO NOT EXTEND TO THE BOTTOM OFTHE BUILDING SHALL BE SEALED WITH A HORIZONTAL RATED ASSEMBLY.

9. STAIR ENCLOSURES SHALL NOT BE USED AS SHAFTS FOR MECHANICALDISTRIBUTION OF PIPING, CONDUIT, WIRING, ETC.

10. ALL SINKS THAT ARE HANDICAPPED ACCESSIBLE SHALL HAVE INSULATION ON ALLEXPOSED PIPING

GENERAL NOTES:

LEGEND:

NEW CONCRETE FLOOR SLAB/INFILL

NOTE :- EXISTING CONCRETE MASONRY PARTITIONS INDICATED TO BE 1 HOUR RATEDEXCEED THE MINIMUM REQUIRED 2.8 INCHES FOR 1 HOUR RATING IN ACCORDANCEWITH IBC 2003 TABLE 720.1(2)- EXISTING CONCRETE MASONRY PARTITIONS INDICATED TO BE 2 HOUR RATEDEXCEED THE MINIMUM REQUIRED 4.2 INCHES FOR 2 HOUR RATING IN ACCORDANCEWITH IBC 2003 TABLE 720.1(2)- FOR ADDITIONAL WALL RATING INFORMATION, REFER TO A001, A002, CODE PLANAND FLOOR PLAN

SCALE

DRAWN

ISSUE

JOB

D.T.L.

CONSULTANTS:

REVISIONS:

2009 JCJ Architecture, Inc.c

JCJ Architecture, Inc.38 Prospect StreetHartford, CT 06103

P.M.

P.I.C.

As indicated

H07078.00

CAB/MAM

FIRST FLOORAREA E

A-115

Vanasse Hangen Brusstlin, Inc.

54 Tuttle PlaceMiddletown, Connecticut 06457

860-632-1500

Girard and Comp