HomeMy WebLinkAboutFloor Plan - Greyhound Activity CenterUP
17
17 16 15 14 13 12 11 10 9 8 7 6 5 4
I
H
G
JJ
F
E
D
C
B
AA
VESTIBULE
101
MEN'S ROOM
103
WOMEN'S ROOM
102
FIELD AREA
100
2
A4.01 OF BRICK BEYOND)1' - 0" (OUTSIDE FACE27' - 4"22' - 0"22' - 0"22' - 0"24' - 0"22' - 0"22' - 0"22' - 0"27' - 4"1' - 0"27' - 0"26' - 6"26' - 6"26' - 6"26' - 6"26' - 6"26' - 6"26' - 6"26' - 6"26' - 6"26' - 6"26' - 6"26' - 6"26' - 6"26' - 6"27' - 0"
MECHANICAL
105
ELECTRICAL
106
3 2
1
1
210' - 8"A1.02
1
BAND
104
425' - 0"
428' - 0" (OUT. TO OUT. FACE BRICK)
26' - 6"
5
A5.01
26' - 6"26' - 6"26' - 6"1' - 4"
3' - 4"
3' - 4"10' - 0"8' - 6"26' - 6"26' - 6"20' - 6"
3' - 4"
2' - 8"26' - 6"26' - 6"26' - 6"26' - 6"26' - 6"3' - 4"
3' - 4"
19' - 10"26' - 6"27' - 0"1' - 0"27' - 4"9' - 6"3' - 4"9' - 2"22' - 0"22' - 0"10' - 2"3' - 4"10' - 6"22' - 0"22' - 0"9' - 6"3' - 4"9' - 2"27' - 4"1' - 0"1' - 6"
27' - 0"26' - 6"19' - 9"
3' - 4"
3' - 5"26' - 6"26' - 6"26' - 6"26' - 6"26' - 6"20' - 3 1/2"
3' - 4"
2' - 10 1/2"26' - 6"26' - 6"26' - 6"26' - 6"26' - 6"5' - 4"21' - 2"27' - 0"1' - 6"212' - 8" (OUT. TO OUT. FACE BRICK)3
A5.01
2
A5.01
1
A5.01
212' - 8"100E100G
100I
100H
100F
100A
100C
100D100B
100J
A6.01 17
4
A5.01
5' - 0"114' - 0"3
A4.01
4
A4.01
1
A4.01
10' - 0"1' - 9"3' - 4"9"2' - 6"3' - 4"1' - 10"10' - 0"5' - 0"3' - 4"3' - 4"1' - 10"2' - 2"3' - 4"CENTERLINE
OF END ZONE
12' - 2 1/2"210'-8"1'-6"
OF BRICK BEYOND)
1'-6" (OUTSIDE FACE
210'-8"18
19
A1.02
21'-4"A1.03
2
A1.03
1
1
4
5
6
7
8
9
12'-8"
115'-0"
108'-8"
A1.03
1
Sim
55
9
9
9
NORTH
SOUTH
18
18
1818
1818
18
18
19
1
1
.A3.03
2
.A3.033.A3.03 1
.A3.03
4
ARCHITECTURAL PLAN GENERAL NOTES
A. ALL CMU WALLS THAT DO NOT LAY OUT IN FULL OR
HALF LENGTHS SHOULD BE BALANCED SO AS NOT TO
HAVE ANY PIECES LESS THAN 4" IN SIZE EXPOSED TO
VIEW.
B. WHERE DISSIMILAR FLOOR MATERIALS MEET, THEY
SHALL DO SO UNDER THE CENTERLINE OF THE DOOR,
UNLESS NOTED OTHERWISE.
C. THE BASE FLOOR ELEVATION INDICATED FOR THE
PROJECT IS 100'-0". REFER TO SITE PLAN FOR
CORRELATION TO USGS DATUM.
D. ALL INTERIOR MASONRY WALLS THAT RUN TO
UNDERSIDE OF DECK ABOVE SHALL HAVE A 2" JOINT
(U.N.O.) AT THE DECK TO BE FILLED WITH FIRE
STOPPING AT RATED WALLS PER PROJECT MANUAL.,
AND MINERAL WOOL AT THE NON-RATED WALLS, TO
ALLOW FOR DEFLECTION.
E. FOR TYPICAL COMMON JOINT DETAILS AND
CONSTRUCTION MOVEMENT JOINT DETAILS REFER TO
DETAILS ON SHEET A1.03.
F. ALL DIMENSIONS ON FLOOR PLANS ARE TO FINISH
FACE OF CMU, CONCRETE, BRICK OR FINISH FACE OF
GWB AT METAL STUD WALLS. UNLESS NOTED
OTHERWISE. EXTERIOR METAL STUD WALLS ARE
DIMENSIONED TO INSIDE FACE OF METAL STUDS.
G. HINGE SIDE DOOR JAMB AT WALLS WILL TYPICALLY BE
LOCATED 4" MINIMUM FROM ADJACENT WALL UNLESS
NOTED OTHERWISE.
H. ALL EXPOSED CONCRETE MASONRY UNITS (CMU)
CORNERS ARE TO BE BULLNOSE, EXCEPT AT WINDOW
JAMBS, BULKHEADS, WINDOW AND DOOR HEADS.
I. SEE REFLECTED CEILING PLANS FOR BULKHEAD
LOCATIONS AND DETAIL REFERENCES.
J. REFER TO ROOM FINISH SCHEDULE AND EQUIPMENT
PLANS FOR LOCATION AND EXTENT OF FINISH FLOOR
MATERIALS.
K. PROVIDE WOOD BLOCKING AS REQUIRED. WITHIN
METAL STUD WALLS FOR WALL MOUNTED ITEMS.
L. REFER TO MASTER / CODE PLANS FOR CODE
INFORMATION, FIRE RATED WALLS, AND NON-RATED
WALLS EXTENDING TO THE DECK ABOVE.
M. R.B.B. -INDICATES RESILIENT BASKETBALL FLOORING.
REFER TO PROJECT MANUAL
N. SF -INDICATES ALUMINUM STOREFRONT SYSTEM.
REFER TO A6.01
O. R.A.F. -INDICATES RESILIENT ATHLETIC FLOORING
REFER TO PROJECT MANUAL.
W8-C
ANCHOR / BRACE AT
STRUCTURE ABOVE
FINISH FLOOR
ANCHOR / BRACE AT
STRUCTURE ABOVE
FINISH CEILING
REFER TO REFLECTED
CEILING PLAN (TYP)
FINISH BASE (TYP)
ANCHOR / BRACE AT
STRUCTURE ABOVE
8" CMU
TO 10' -8" ABOVE OR 4" MIN ABOVE
HIGHEST ADJACENT CEILING
REFER TO FLOOR PLAN
BOND BEAM TOP
COURSE (UNO)
NOTE:
IF NOT BEARING WALL, AND EXTENDING TO DECK /
STRUCTURE ABOVE, HOLD TOP OF CMU 2" BELOW
DECK / STRUCTURE. CUT CMU TO ACCOMMODATE
2" DIMENSION. GROUT TOP COURSE SOLID.
PACK VOID WITH MINERAL WOOL (NON-RATED) AND
FIRESTOPPING (RATED)
EXTEND WALL CONSTRUCTION
TO DECK/STRUCTURE ABOVE
(UNO)
WALL TYPE GENERAL NOTES
1. WALL TYPE "W?" INDICATES WALL CONSTRUCTION.
2. REFER TO CODE PLANS FOR RATED WALLS EXTENDING TO DECK.
3. REFER TO INTERIOR FINISH PLANS AND LIST OF FINISHES FOR WALL FINISHES.
4. REFER TO STRUCTURAL DRAWINGS FOR HORIZONTAL AND VERTICAL REINFORCING @ MASONRY WALLS.
5. PROVIDE DEEP LEG TRACK @ ALL STEEL STUDS THAT EXTEND TO DECK/STRUCTURE ABOVE (UNO).
6. PACK VOIDS @ NON-RATED WALLS W/ MINERAL WOOL.
7. PACK VOIDS @ RATED WALLS W/ FIRESTOPPING.
8. PROVIDE SOUND ATTENUATION BLANKETS @ WALLS THAT REQUIRE ACOUSTICAL INSULATION.
W8W6
FINISH CEILING
REFER TO REFLECTED
CEILING PLAN (TYP)
FINISH BASE (TYP)
6" CMU
TO 10' -8" ABOVE OR 4" MIN ABOVE
HIGHEST ADJACENT CEILING
REFER TO FLOOR PLAN
FINISH CEILING
REFER TO REFLECTED
CEILING PLAN (TYP)
FINISH BASE (TYP)
8" CMU
TO 10' -8" ABOVE OR 4" MIN ABOVE
HIGHEST ADJACENT CEILING
REFER TO FLOOR PLAN
W8-B
3 5/8 BRICK TO 10' -8"
ABOVE OR 4" MIN ABOVE
HIGHEST ADJACENT
CEILING REFER TO FLOOR
PLAN
BOND BEAM TOP
COURSE (UNO)
FINISH BASE (TYP)
5/8" GWB (1 LAYER)
W8-D
5/8" IMPACT RESISTANT
GWB (1 LAYER)
12 GAUGE COLD FORMED
6" METAL STUDS @ 16" OC
ANCHOR / BRACE AT
STRUCTURE ABOVE
EXTEND WALL CONSTRUCTION
TO DECK/STRUCTURE ABOVE
(UNO)
BOND BEAM TOP
COURSE (UNO)
FINISH BASE (TYP)
T./ CMU
EL 10-8"
5/8" GWB (1 LAYER)
12" CMU
TO 10' -8" ABOVE OR 4" MIN
ABOVE HIGHEST ADJACENT
CEILING REFER TO FLOOR
PLAN
8" CMU
TO 10' -8" ABOVE OR 4" MIN ABOVE
HIGHEST ADJACENT CEILING REFER
TO FLOOR PLAN
FINISH CEILING
REFER TO REFLECTED
CEILING PLAN (TYP)
FINISH BASE (TYP)
ANCHOR / BRACE AT
STRUCTURE ABOVE
8" CMU TO 10' -8" ABOVE OR
4" MIN ABOVE HIGHEST
ADJACENT CEILING -REFER
TO FLOOR PLAN
W8-A
BOND BEAM TOP
COURSE (UNO)
BOND BEAM TOP
COURSE (UNO)
BOND BEAM TOP
COURSE (UNO)
6" METAL STUDS
@ 16" OC
5/8" GWB
(1 LAYER)
ANCHOR / BRACE AT
STRUCTURE ABOVE
5/8" GWB (1 LAYER)
EXTEND WALL CONSTRUCTION
TO DECK/STRUCTURE ABOVE
(UNO)
EXTEND WALL CONSTRUCTION
TO DECK/STRUCTURE ABOVE
(UNO)
5/8" x 5/8" METAL
REVEAL REGLET
FINISH CEILING
REFER TO REFLECTED
CEILING PLAN (TYP)
5/8" IMPACT RESISTANT
GWB (1 LAYER)
12 GAUGE COLD FORMED
6" METAL STUDS @ 16" OC
5/8" x 5/8" METAL
REVEAL REGLET
FINISH CEILING
REFER TO REFLECTED
CEILING PLAN (TYP)
T./ CMU
EL 10-8"
12 GAUGE COLD FORMED
6" METAL STUDS @ 16" OC
5/8" x 5/8" METAL
REVEAL REGLET
T./ CMU
EL 10-8"
5/8" IMPACT RESISTANT
GWB (1 LAYER)
SOUND ATTENUATION
BATTS FULL HEIGHT OF
MTL STUDS
1
SOUND ATTENUATION
BATTS FULL HEIGHT OF
MTL STUDS
1
SOUND ATTENUATION
BATTS FULL HEIGHT OF
MTL STUDS
1
SOUND ATTENUATION
BATTS FULL HEIGHT OF
MTL STUDS
1
VERIFICATION NOTE
CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND
CLEARANCES AND ALL EXISTING FIELD CONDITIONS
BEFORE STARTING CONSTRUCTION. COMMENCEMENT
OF WORK CONSTITUTES ACCEPTANCE OF CONDITIONS.
SHOULD DIFFERENT CONDITIONS BE ENCOUNTERED,
CONTACT THE ARCHITECT BEFORE PROCEEDING WITH
WORK.
COPYRIGHT 2023 BY FANNING/HOWEY ASSOCIATES, INC.
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TLF ENGINEERS 3/17/2023 11:28:34 AM\\data1\citrixprofiles$\tkhalaf\upm_profile\documents\222063_Greyhound Activity Centerl_tkhalaf837NX.rvtPROJECT NUMBER: 222063
GREYHOUND
ACTIVITY CENTER
CARMEL CLAY SCHOOLS
2450 E 136th St, Carmel, IN 46032
FIRST FLOOR OVERALL PLAN
A1.01
PROJECT ISSUE DATE: 12-1-2022
DRAWN BY: JAM
SCALE: 1/16" = 1'-0"
FIRST FLOOR OVERALL PLAN1
WALL TYPES2
ARCHITECTURAL PLAN NOTES
# NOTE
1 SYNTHETIC GRASS PLAYING SURFACE SYSTEM (SGS)
WITH RUBBER / SAND MIX OVER 7" MIN FREE DRAINING
AGGREGATE. REFER TO FLOOR PLANS FOR EXTENTS
AND 2-A8.01
2
2 STEEL PIPE BOLLARD (EXTERIOR) - REFER TO 7-A5.02
3
3 STEEL PIPE BOLLARD (INTERIOR) - REFER TO 8-A5.02
4 CONCRETE PAD FOR BAND TOWER. REFER TO
STRUCTURAL DRAWINGS FOR DETAILS, SIZE AND
LOCATION
5 CEILING FAN. REFER TO MECHANICAL DRAWINGS.
6 INTERIOR SCOREBOARD.
7 EXTERIOR SCOREBOARD
8 TIME CLOCK
9 SGS / CONCRETE EDGE. REFER TO DETAIL 2-A8.02 AND
STRUCTURAL DETAILS
10 ALIGN MASONRY OPENING
11 PROVIDE LEVEL 5 FINISH ON ALL GWB SURFACES
12 DASHED LINE INDICATES WALL EXTENDS TO UNDERSIDE
OF ROOF DECK. REFER TO WALL TYPES ON SHEET A1.01
FOR DETAILS
13 SHADING REPRESENTS CMU WALL EXTENDING TO 14'-0"
AFF
14 LINE OF WALL OR SUN CONTROL SYSTEM ABOVE. REFER
TO WALL SECTIONS FOR DETAILS
15 METAL LINER PANEL
16 LABELS INDICATE TOILET ACCESSORY INFORMATION.
REFER TO SHEET A1.03 FOR DETAILS
17 LOUVER / GRILLE. REFER TO MECHANICAL DRAWINGS
18 FEC - SURFACE MOUNT
19 FEC - SEMI RECESSED
20 AED - SEMI RECESSED
1
ROOM LEGEND
ROOM
NO.ROOM NAME AREA (SF)
100 FIELD AREA 80806 SF
101 VESTIBULE 748 SF
102 WOMEN'S ROOM 842 SF
103 MEN'S ROOM 857 SF
104 BAND 4551 SF
105 MECHANICAL 596 SF
106 ELECTRICAL 243 SF
107 FAMILY RESTROOM 74 SF
108 MOP SINK 34 SF
109 IT ROOM 47 SF
110 FIRE RISER ROOM 199 SF
WILLIAM E.PAYNEREGISTERE
D
I ND I A N AA
R
CH I T E C T4169
STATE OF
No.
REV.
NO.DESCRIPTION DATE
1 ADDENDUM #1 1-6-2023