overall site plan - waterford public schools / · pdf fileoverall site plan revised renovation...
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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