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GENERAL FLOOR PLAN NOTES:1. TOP OF FIRST FLOOR CONCRETE SLAB ELEVATION ESTABLISHED AT 100'-0".
2. ALL DIMENSIONS ON FLOOR PLANS ARE FROM FACE OF FINISH GYPSUM BOARD, FACE OF MASONRY, FACE OFCONCRETE OR CENTERLINE OF COLUMNS UNLESS NOTED OTHERWISE.
3. ALL WALLS SHALL EXTEND TO STRUCTURE ABOVE UNLESS NOTED OTHERWISE, REFER TO WALL TYPES.
4. GYPSUM BOARD WALLS NOT REQUIRED TO EXTEND TO BOTTOM OF STRUCTURE ABOVE SHALL TERMINATE6" ABOVE THE HIGHEST ADJOINING CEILING AND SHALL BE BRACED EITHER BY ATTACHING ALTERNATINGDIAGONAL STUDS 48" O.C. FROM TOP OF WALL TO STRUCTURE OR BY EXTENDING WALL STUDS TOSTRUCTURE ABOVE.
5. PROVIDE WOOD BLOCKING IN WALLS AND CEILING AS REQUIRED FOR INSTALLATION OF CASEWORK OR OTHERSURFACE MOUNTED ACCESSORIES.
6. FOR WALL TYPES REFER TO SHEET A0.1
7. INTERIOR DOOR FRAME JAMBS TYPICALLY LOCATED 4" FROM ADJACENT WALL UNLESS NOTED OTHERWISE.
8. FOR INTERIOR FINISHES REFER TO SHEET I1.0
9. IF AN ELEMENT IS NOT DIMENSIONED, VERIFY LOCATION WITH ARCHITECT.
10. REFER TO LIFE SAFETY PLANS FOR PORTABLE EXTINGUISHER REQUIREMENTS.
11. REFER TO LIFE SAFETY PLANS FOR KNOX BOX REQUIREMENTS.
12. VERIFY DIMENSIONS TO STRUCTURAL ELEMENTS WITH STRUCTURAL PLANS.
FLOOR PLAN REFERENCE NOTES:
4
3
2
1 EXPOSED STRUCTURAL STEEL, PAINT, TYPICAL
EXTERIOR ALUMINUM COLUMN COVER, TYPICAL
OUTLINE OF OVERHANG ABOVE
OUTLINE OF CANOPY ABOVE, SEE SHEET A4.3
LANDSCAPE FORMS BENCH, PERMANENTLY SECURED TO FLOOR.VERIFY PLACEMENT WITH ARCHITECT.
MOP SINK, SEE PLUMBING
OVERFLOW SPOUT, SEE PLUMBING
PLASTER COLUMN COVER, SEE SPECIFICATIONS
KNOX BOX LOCATION, GC RESPONSIBLE FOR SUBMITTINGAPPLICATION TO LOCAL AHJ
5
6
7
8
9
10
11
12
13
14
15
16
FIRE EXTINGUIHER AND CABINET, REFER TO LIFE SAFTEY PLANS FOROTHER LOCATIONS
BOX BOOM AND LIGHTING BY OTHERS. GC TO PROVIDE BLOCKING INWALLS FOR BOX BOOM ATTACHMENT
AUTOMATIC SMOKE VENT, SEE ROOF PLAN
CAGE LADDER TO HIGH ROOF, SEE ROOF PLAN AND SHEET A10.2
ROOFTOP UNIT, SEE MECHANICAL
ENTRANCE GRATING
STACKABLE WASHER AND DRYER
CONTINUOUS GYPSUM CONTROL JOINT AROUND PERIMETER OFMUSEUM DISPLAY LOCATED AT 11'-6" A.F.F.
WALLS AND DOORS INCLUDED IN ALTERNATE BID ONLY, NOT INCLUDEDIN BASE BID
LIGHT RAIL AND LIGHTING BY OTHERS. GC TO PROVIDE BLOCKING INWALLS FOR RAIL ATTACHMENT. RAIL TO FOLLOW CURVE OF WALL.
17
18
19
JA5.3
JA5.3
FA5.2
FA5.2
BA5.1
BA5.1
DA5.2
DA5.2
HA5.3
HA5.3
KA5.4
KA5.4
LA5.4
LA5.4
DA6.1
DDA6.4
BBA6.4
AAA6.4
JA6.2
NA6.3
3A4.3
AA5.1
AA5.1
FA6.2
AA6.1
KA6.2
BA6.1
HA6.2
CCA6.4
A1.65
A1.610
A1.713
A1.712
A1.84
A1.61
A1.714
A1.63
A1.73
A1.811
A1.97
A1.911
A1.99
A1.92
A1.71
A1.74
A9.2
1
EA5.2
EA5.2
LA6.3
3
2
A1.68
A1.69
GA5.3
GA5.3
10A6.7
GA6.2
CA5.1
CA5.1
A9.24
A1.96
6A6.7
5A6.7
MUSEUMSHOP
124
SERVICEVESTIBULE
130
D
S41A
129B
S41B
121
127A
134A
108
122
119
110
LAVATORY121
ELEV 1117
ELEV 2132
MEN119
WOMEN122
ELECTRICALEQUIPMENT
129
VESTIBULE116
STAIR 1107
STORAGE128
MECHANICALEQUIPMENT
131
CONCESSIONS103
STAIR 4133
MEN114
WOMEN113
LAVATORY120
STAIR 3126
AA
VESTIBULE101
SOUND &LIGHT
VESTIBULE104
129A
AA6.1SIM.
/11 A10.1
/1 A10.1
/8 A10.1
/1 A9.1
/1 A9.1
/5 A10.1
100' - 7"
SLO
PE D
OW
N
SLO
PE D
OW
N
2
1
3
/1 A4.3
5
TYP.
1
/5 A9.3FRONT DESK
STORAGE125
/1 A9.6
/1 A9.4
A9.8 2
A1.915
/2 A6.7
AB
C
120
AA6.1
CA6.1 E
A6.1
MA6.3
LOBBY102
STORAGE105
PERFORMANCEHALL108
CONTROLBOOTH
109
PASSAGE110
STAIR 2115
CORRIDOR118
COATS123
MUSEUMDISPLAY
127
OUTDOORSTAGE
134
106
105
114113
S21
112A
118
125
124
127B131
130
STORAGE106
123
A1.86
A9.67
A1.83
A1.98
A1.912
A1.913
A1.914
PASSAGE /STORAGE
112
A1.810
A1.612
A1.87
104A
102A 102B
A1.816
BELOW102'-0"
A1.67
ABOVE102'-0"
A1.72
BELOW102'-0"
ABOVE102'-0"
A1.614
BELOW102'-0"
ABOVE102'-0"
A9.68
112B
134B
112C
A1.94
A1.96
SIM.TO
A1.813
A1.89
A1.813SIM.
TO
A1.812
A1.88
104B
5
103
111
STAGE111
128
116
A101B
101A
100B100A
126 BB
CC
A9.6
2
3
A9.7 21
A9.83
A9.84
3A
3A
6E.8(TYP.)
3A
3A(TYP.)
6B.10
6B.10
6B.10
6B.10
6B.10
6E.86B.10
6B.10 (TYP.)
6B.106B.10
6B.10
6B.10
6F.3
6B.6
6A.13A.6
3B.6
3A.6
3A
6B.6
6A.1
3A.6
3B.6
3A
6B.10
6A
4F.3
4F.3 4F.3
4F.3
4F.3
6A
3A.43A.4
3A.4
6A.4
6A
6A.56A.56F.3
6F.36A
TYP.
6
/8 A10.1
/5 A10.1/15 A10.1
7
39
/9 A10.1STAGE STAIR
1
10
1515
A4.13
17
17
17
17
17
COMMONWEALTH
T
No.6327
A
OF
UTNEK
IHRC
R
TSIGE
C
KC
E
Y
T
RE
D
EV
DA
I
L
IWNELGD
SL
EW
N
INC.
BRYANTENGINEERING
S
270-685-2811
1535 FREDERICA STREET ~ P.O. BOX 21382OWENSBORO, KENTUCKY 42304
Civil Engineering Land Surveying
WILKIESTRUCTURALENGINEERING, INC.
420 MAIN ST., SUITE 1010, EVANSVILLE, IN 47708PH: (812) 423-6347 FAX: (812) 422-9236
Drawing No:
Architect's Project No: Date:
Sheet title:
Revisions:
The drawings, specifications and other documents, including those in electronicform prepared by Hafer, P.C. for this project are instruments of Service, and maybe used solely with respect to this project. The documents may not bereproduced or modified by a third party without first obtaining the express writtenconsent of Hafer. Authorized use of electronic media or file does not guaranteethat these files contain complete and accurate information. In order to insure theaccuracy of the information contained and that no changes or modifications havebeen made, these files must be compared to the project's contract documentswith stamped and sealed certification and applicable approved modifications.
In association with:
SECOND AND FREDERICA STREETSOWENSBORO, KY 42303
at the corner of
101 East Second StreetSuite 101
Owensboro, KY 42303ph: 270.926.1331
One Clair Blvd,Manheim PA 17545
March, 2016
A1.11403-177
FIRST FLOOR PLAN
N
1/8" = 1'-0"1 FIRST FLOOR PLAN
# Description Date
UP
5
4
K
K
AB
AB
G
G
F
F
D
D
B
B
3
A3 A3
AE
AL
ALAH
2
DC
A8
A7
A6
R3
R4
R4
1 A5
J
JA
A
E
E
AD AK
R2
AF AG
H
DAL
R1
DA
C
A9
AJAC
A1
A2
MUSEUMSHOP
124
SERVICEVESTIBULE
130
LAVATORY121
ELEV 1117
ELEV 2132
MEN119
WOMEN122
ELECTRICALEQUIPMENT
129 VESTIBULE116
STAIR 1107
STORAGE128
MECHANICALEQUIPMENT
131
CONCESSIONS103
STAIR 4133
MEN114
WOMEN113
LAVATORY120
STAIR 3126
VESTIBULE101
SOUND &LIGHT
VESTIBULE104
STORAGE125
LOBBY102
STORAGE105
PERFORMANCEHALL108
CONTROLBOOTH
109
PASSAGE110
STAIR 2115
CORRIDOR118
COATS123
MUSEUMDISPLAY
127
OUTDOORSTAGE
134
STORAGE106
PASSAGE /STORAGE
112
STAGE111
AA
A10
135' - 10 5/8"
TO FACE OF SHEATHING
72' - 5 1/8"
208' - 3 3/4"
1' - 10" 20' - 8" 20' - 8" 20' - 8" 20' - 8" 20' - 8" 20' - 8" 19' - 6"
1' - 5 3/4" 9' - 9 5/8" 11' - 10" 8' - 0" 20' - 0" 8' - 0" 11' - 10" 1' - 5 3/4"
24' - 4" 17' - 0" 67' - 3 5/8" 14' - 0"
TO FACE OF SHEATHING
13' - 3"
33' -
4 1
/2"
172.
00°
94' -
6 7
/8"
TO F
ACE
OF
SHEA
T HIN
G
24' -
11
1/2"
10' -
1 7
/8"
12' -
8 5
/8"
38' -
3 7
/8"
5' - 4 5/8"
19' -
0"
10' -
6"
21' -
2"
30' -
8"
1' -
10"
11' -
4 7
/8"
10' -
9 3
/4"
85' - 8 1/8"27' - 7 1/8"
80' - 0 1/4"
R 30
9' -
0 1/
4"
R 3
19' -
10"
R 325' - 5 1/2"
30' - 11 1/8"
20.00°33' - 5 1/2"
3' -
9 1/
2"
131'
- 7
1/8"
106'
- 10
3/8
"TO
FAC
E O
F SH
EAT H
ING
21' -
10
1/2"
3' -
4"1'
- 6
7/8"
TO F
ACE
OF
SHEA
T HIN
G
80' -
1"
24' -
8 3
/4"
25' -
2"
16' -
6"
21' -
0"
21' -
0"
22' -
10"
1' -
7 1/
2"
1' -
3 1/
8"
TO F
ACE
OF
SHEA
T HIN
G
23' -
5 5
/8"
10 7/8"
2' - 7 1/4"
6.00°
6' -
4"
4' -
5"
3.40°
5' - 4 7/8"30' - 2 5/8"
6' - 0 3/8"
7' - 11 1/2"5' - 11 1/2"
R 422' - 6"
4' -
6 1/
2"
7 7/8"
4 1/4" 1' - 3 1/2"
1' - 7 3/4"
1' - 11 1/2"
17' - 4" 83' - 10 5/8"
23' - 1 7/8" 11' - 10 1/8" 7' - 7 3/8" 3' - 0 3/8" 15' - 9 1/4" 3' - 0 3/8" 7' - 7"
3' - 5 3/8"
5' - 8 3/4"
2' - 8 1/4"
1' -
3"
1' -
1"
40' - 7 1/4"20' - 2 1/4"
16' - 3 3/8" 7' -
1 1/
4"
18' -
0"
6' -
11 1
/4"
21' -
1 3
/4"
7' -
1 1/
2"
29' -
5 5
/8"
8' -
6 3/
8"21
' - 9
7/8
"
20' -
9 5
/8"
22' - 4 3/4" 80' - 8 3/4" 1' - 8" 8' - 10 1/2" 8' - 0"
11' -
6 3
/4"
4' -
10 1
/4"
9' -
7 3/
4"2'
- 4"
1' -
4"
48' -
0"
8 1/
8"
10' - 2" 18' - 5 1/2" 22' - 4 1/2" 41' - 2"
14' -
10"
6' -
0"
17' - 3 1/4"
9' - 3 1/4"
11' -
6 3
/4"
2' -
0 3/
8"
2' - 5 1/8"
14' - 0"
10 1/8"
16' - 10 3/4" 5' - 0"
11' -
7 1
/4"
8' -
11 1
/2"
11' -
6"
33' -
1 5
/8"
5' - 1 1/4"
6' -
10 3
/4"
28' -
10
3/8"
4' -
4 1/
2"19
' - 5
3/4
"
11' - 7 7/8" 36' - 2 1/2" 11' - 6 3/4"9' -
5 3/
4"
1' -
3 7/
8"
10' - 4 5/8" 37' - 5 1/4" 10' - 4 5/8"1' -
7 7/
8"
2' - 0 1/4"
6' - 8 1/2"9' -
6"13
' - 6
3/4
"
5' -
11 1
/4"
6' - 6 1/2" 13' - 8" 28' - 7"40' - 5"
2' -
1 1/
4"24
' - 6
"
70' - 4 1/8"
5' -
6 1/
2"
69' -
3 3
/4"
1' -
8 1/
2"
58' - 2 1/2"
4' - 7 3/8"4' - 5" 8' - 8 1/4" 32' - 0" 8' - 5 7/8"
5' -
10 7
/8"
1' - 10"
TO FACE OFSHEATHING
7' - 4 5/8" 35' - 1" 5' - 4 3/8" 11' - 10"
3' -
3"
13' -
0"
TO FACE OFSHEATHING
A4
22' -
8"
COMMONWEALTH
T
No.6327
A
OF
UTNEK
IHRC
R
TSIGE
C
KC
E
Y
T
RE
D
EV
DA
I
L
IWNELGD
SL
EW
N
INC.
BRYANTENGINEERING
S
270-685-2811
1535 FREDERICA STREET ~ P.O. BOX 21382OWENSBORO, KENTUCKY 42304
Civil Engineering Land Surveying
WILKIESTRUCTURALENGINEERING, INC.
420 MAIN ST., SUITE 1010, EVANSVILLE, IN 47708PH: (812) 423-6347 FAX: (812) 422-9236
Drawing No:
Architect's Project No: Date:
Sheet title:
Revisions:
The drawings, specifications and other documents, including those in electronicform prepared by Hafer, P.C. for this project are instruments of Service, and maybe used solely with respect to this project. The documents may not bereproduced or modified by a third party without first obtaining the express writtenconsent of Hafer. Authorized use of electronic media or file does not guaranteethat these files contain complete and accurate information. In order to insure theaccuracy of the information contained and that no changes or modifications havebeen made, these files must be compared to the project's contract documentswith stamped and sealed certification and applicable approved modifications.
In association with:
SECOND AND FREDERICA STREETSOWENSBORO, KY 42303
at the corner of
101 East Second StreetSuite 101
Owensboro, KY 42303ph: 270.926.1331
One Clair Blvd,Manheim PA 17545
March, 2016
A1.21403-177
FIRST FLOOR DIMENSIONEDPLAN
1/8" = 1'-0"1 FIRST FLOOR PLAN
N
# Description Date
DW
DW
OPEN TOBELOW
ARCHIVE222
PROJECTION /EQUIPMENT
ROOM202
JA5.3
JA5.3
FA5.2
FA5.2
BA5.1
BA5.1
DA5.2
DA5.2
HA5.3
HA5.3
KA5.4
KA5.4
LA5.4
LA5.4
DA6.1
DDA6.4
BBA6.4
AAA6.4
JA6.2
NA6.3
3A4.3
AA5.1
AA5.1
FA6.2
KA6.2
BA6.1
HA6.2
CCA6.4
A1.614
A1.72
A1.82
A1.915
A1.91
A1.910
A1.93
A9.2
1
231
OFFICE229
OFFICE230
228229230
ELEV 1117
ELEV 2132
RECEPTION227
GREENROOM
212
CHANGINGROOM
216
TOILET213
BREAK232
PROJECTSAREA
231
S22
INSTRUMENTVAULT
223
202
EA5.2
EA5.2
LA6.3
UPPER LOBBY201
3
2
GA5.3
GA5.3
3B.1
3B.1
3B.13B.1
6B.1
6D.10
6B.10
/7 A10.1
AA6.1
AA6.1
3A
6B.1
6B.10
6A.1
3A
/2 A9.1
/2 A9.1
6A.1
6B.1
3A
6F.3
1
8
1
VIDEOPRODUCTION
STUDIO205
SERVICEVESTIBULE
220
GA6.2
CA5.1
CA5.1
A9.24
A1.66
A3.28
11
TYP.
OUTLINE OFCATWALK ABOVE,SEE /10 A10.2
/1 A10.1
CONCESSIONSBELOW
EE
/6 A9.5
A1.85
A1.95
A1.64
A1.611
A1.62
A1.67
B
VOICE/DATA &
EQUIPMENT209
CA6.1
EA6.1
LIBRARY219
KITCHEN221
DOCUMENTSVAULT
224
MEDIA VAULT225
S42
STAIR 4133
219
STAIR 1107
LAVATORY208
MEN207
LAVATORY210
WOMEN211
AUDIOPRODUCTION
STUDIO206
BUILDINGSERVICES
203
CORRIDOR204
STAIR 2115
MUSEUMDISPLAY
226
CHANGINGROOM
215
LINEN217
MAKE-UP214
MULTI-PURPOSE
218
OFFICE228
203
205
206
208
209
210
211
207
204
212
214
213
215 216
217
218B
218A
221
222
223
224225
226
227
STAIR 3126
A1.613
A1.75
A1.711
A1.77
A1.814
A1.815
5
A9.5
2
A9.5 4
A9.5 78
A9.5
10
1' - 4"
TYP.
/19 A9.1
A9.5
17
C
E
GG G G
G
FDD
EE
11
A9.3
TYP.
6B.10
6D.10
6D.10
6B.10
6B.10
6D.10
6E.8 TYP.
6B.10
6B.10
6B.1 6B.1
3A
6E.8
6B.1
TYP.
6B.1
18
A10.2
18
A10.2
/11 A10.1
3B.1
3A
6B.1
6B.106B.10
3B.1
3B.1
6A
6A.56A.5
6A.5
6F.3
6F.3
4F.34F.3 4F.3
6A
3A.4
6A.4
6F.3
6B
6B.63A.6
6B.6
3B.6
3A.6
3A
6A
TYP.
6B.1
6B.1
6B.1
6B.1
3A.6
3B.6
18
A10.2
MA6.3
6B.1
A9.6
2
3
A9.7 21
OPEN TOBELOW
8 TYP.
1
1
/4 A10.1
A9.5 14
16
8
A7.2
3' -
0"
3'-6" TALL STEELTUBE GUARDRAIL
CHAIN AT GUARDOPENING
MEZZANINE
17
17
17
17
17
/2 A9.4
18
18
18
18
ALTERNATE BID
WORK WITHIN BOUNDARYASSOCIATED WITH ALTERNATEBID. SEE SPECIFICATIONS
19
GENERAL FLOOR PLAN NOTES:1. TOP OF FIRST FLOOR CONCRETE SLAB ELEVATION ESTABLISHED AT 100'-0".
2. ALL DIMENSIONS ON FLOOR PLANS ARE FROM FACE OF FINISH GYPSUM BOARD, FACE OF MASONRY, FACE OFCONCRETE OR CENTERLINE OF COLUMNS UNLESS NOTED OTHERWISE.
3. ALL WALLS SHALL EXTEND TO STRUCTURE ABOVE UNLESS NOTED OTHERWISE, REFER TO WALL TYPES.
4. GYPSUM BOARD WALLS NOT REQUIRED TO EXTEND TO BOTTOM OF STRUCTURE ABOVE SHALL TERMINATE6" ABOVE THE HIGHEST ADJOINING CEILING AND SHALL BE BRACED EITHER BY ATTACHING ALTERNATINGDIAGONAL STUDS 48" O.C. FROM TOP OF WALL TO STRUCTURE OR BY EXTENDING WALL STUDS TOSTRUCTURE ABOVE.
5. PROVIDE WOOD BLOCKING IN WALLS AND CEILING AS REQUIRED FOR INSTALLATION OF CASEWORK OR OTHERSURFACE MOUNTED ACCESSORIES.
6. FOR WALL TYPES REFER TO SHEET A0.1
7. INTERIOR DOOR FRAME JAMBS TYPICALLY LOCATED 4" FROM ADJACENT WALL UNLESS NOTED OTHERWISE.
8. FOR INTERIOR FINISHES REFER TO SHEET I1.0
9. IF AN ELEMENT IS NOT DIMENSIONED, VERIFY LOCATION WITH ARCHITECT.
10. REFER TO LIFE SAFETY PLANS FOR PORTABLE EXTINGUISHER REQUIREMENTS.
11. REFER TO LIFE SAFETY PLANS FOR KNOX BOX REQUIREMENTS.
12. VERIFY DIMENSIONS TO STRUCTURAL ELEMENTS WITH STRUCTURAL PLANS.
FLOOR PLAN REFERENCE NOTES:
4
3
2
1 EXPOSED STRUCTURAL STEEL, PAINT, TYPICAL
EXTERIOR ALUMINUM COLUMN COVER, TYPICAL
OUTLINE OF OVERHANG ABOVE
OUTLINE OF CANOPY ABOVE, SEE SHEET A4.3
LANDSCAPE FORMS BENCH, PERMANENTLY SECURED TO FLOOR.VERIFY PLACEMENT WITH ARCHITECT.
MOP SINK, SEE PLUMBING
OVERFLOW SPOUT, SEE PLUMBING
PLASTER COLUMN COVER, SEE SPECIFICATIONS
KNOX BOX LOCATION, GC RESPONSIBLE FOR SUBMITTINGAPPLICATION TO LOCAL AHJ
5
6
7
8
9
10
11
12
13
14
15
16
FIRE EXTINGUIHER AND CABINET, REFER TO LIFE SAFTEY PLANS FOROTHER LOCATIONS
BOX BOOM AND LIGHTING BY OTHERS. GC TO PROVIDE BLOCKING INWALLS FOR BOX BOOM ATTACHMENT
AUTOMATIC SMOKE VENT, SEE ROOF PLAN
CAGE LADDER TO HIGH ROOF, SEE ROOF PLAN AND SHEET A10.2
ROOFTOP UNIT, SEE MECHANICAL
ENTRANCE GRATING
STACKABLE WASHER AND DRYER
CONTINUOUS GYPSUM CONTROL JOINT AROUND PERIMETER OFMUSEUM DISPLAY LOCATED AT 11'-6" A.F.F.
WALLS AND DOORS INCLUDED IN ALTERNATE BID ONLY, NOT INCLUDEDIN BASE BID
LIGHT RAIL AND LIGHTING BY OTHERS. GC TO PROVIDE BLOCKING INWALLS FOR RAIL ATTACHMENT. RAIL TO FOLLOW CURVE OF WALL.
17
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COMMONWEALTH
T
No.6327
A
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INC.
BRYANTENGINEERING
S
270-685-2811
1535 FREDERICA STREET ~ P.O. BOX 21382OWENSBORO, KENTUCKY 42304
Civil Engineering Land Surveying
WILKIESTRUCTURALENGINEERING, INC.
420 MAIN ST., SUITE 1010, EVANSVILLE, IN 47708PH: (812) 423-6347 FAX: (812) 422-9236
Drawing No:
Architect's Project No: Date:
Sheet title:
Revisions:
The drawings, specifications and other documents, including those in electronicform prepared by Hafer, P.C. for this project are instruments of Service, and maybe used solely with respect to this project. The documents may not bereproduced or modified by a third party without first obtaining the express writtenconsent of Hafer. Authorized use of electronic media or file does not guaranteethat these files contain complete and accurate information. In order to insure theaccuracy of the information contained and that no changes or modifications havebeen made, these files must be compared to the project's contract documentswith stamped and sealed certification and applicable approved modifications.
In association with:
SECOND AND FREDERICA STREETSOWENSBORO, KY 42303
at the corner of
101 East Second StreetSuite 101
Owensboro, KY 42303ph: 270.926.1331
One Clair Blvd,Manheim PA 17545
March, 2016
A1.31403-177
SECOND FLOOR PLAN
1/8" = 1'-0"1 SECOND FLOOR PLAN
N
# Description Date
5
ARCHIVE222
PROJECTION /EQUIPMENT
ROOM202
4
K
K
AB
AB
G
G
F
F
D
D
B
B
3
A3
AE
AL
ALAH
2
DC
A8
A7
A6
R3
R4
R4
1 A5
J
J
231
OFFICE229
OFFICE230
228229230
ELEV 1117
ELEV 2132
MUSEUMDISPLAY
226
SERVICEVESTIBULE
220
RECEPTION227
GREENROOM
212
TOILET213
BREAK232
CORRIDOR204
PROJECTSAREA
231
S22
INSTRUMENTVAULT
223
A
A
E
E
AD AK
R2
AF AG
H
DAL
R1
DA
C
A9
AJAC
A1
A2
AA
A10
DOCUMENTSVAULT
224 MEDIA VAULT225
OFFICE228
STAIR 3126
VOICE/DATA &
EQUIPMENT209
AUDIOPRODUCTION
STUDIO206
VIDEOPRODUCTION
STUDIO205
BUILDINGSERVICES
203
MULTI-PURPOSE
218
LIBRARY219
STAIR 4133
LAVATORY210
WOMEN211
LAVATORY208
MEN207
UPPER LOBBY201
STAIR 1107
STAIR 2115
MAKE-UP214
CHANGINGROOM
216
CHANGINGROOM
215
LINEN217
KITCHEN221
35' - 1 5/8" 20' - 2 1/2" 14' - 5 1/2"
69' - 9 5/8"
30' -
6 3
/4"
5' -
4"14
' - 2
"9'
- 6"
11' -
6 3
/4"
7' -
11 5
/8"
9' -
6 1/
2"14
' - 4
1/8
"14
' - 4
1/8
"5' -
7 1/
4"2' - 5 7/8"
16' - 1 3/4"
23' - 10 5/8" 42' - 8 1/4" 8' - 9 7/8"
1' - 8"
8' - 10 1/2"
6' -
10 3
/8"
10' - 6"10' - 6"10' - 8 3/8"
12' -
8" 3' - 0"
3' -
0"
3' - 0"
16' - 8 3/8"8 1/2"
14' - 0 1/2"
23' -
2 1
/2"
8 1/
2"28
' - 5
1/4
"14
' - 2
3/4
"15
' - 1
0"3'
- 8
1/8"
3' -
3 5/
8"3'
- 10
"
TO F
ACE
OF
SHEA
T HIN
G
32' -
8 3
/4"
39' -
4 3
/8"
6' - 6"
TO FACEOF
SHEATHING
7' -
4"18
' - 1
1/2
"
18' -
0 7
/8"
20' -
9 3
/4"
1' -
4 3/
4"
11' - 6 5/8" 14' - 10 1/8"
5' -
0"
9' - 6 3/4" 19' - 9 1/2"12' - 1 1/4"
4' -
7 3/
4"
16' - 8 3/8"8 1/2"
8 1/
2"
59' -
6 3
/4"
27' -
3 1
/4"
7 1/
4"
27' -
3 1
/4"
60' - 3 7/8"
20' - 0"
17' -
5"
4' -
6"8'
- 4
1/2"
7' -
3 3/
8"
12' - 6 5/8"
5' - 2 1/8"
2' - 10 7/8"
18' - 6 1/2"
8' - 0"
8' -
3 5/
8"
10' - 1 3/8" 10' - 1 3/8"
3' - 0"
3' -
0"
5' -
11 3
/4"
22' -
3 1
/4"
4' -
10 3
/4"
25' -
6"
3' -
2 1/
4"5'
- 1"
2' -
7"
3' - 6" 14' - 9 3/8" 4' - 3 1/4"
5' - 1 1/4"
6' -
11 5
/8"
3' - 4"
1' - 9 1/8"
1' - 0 5/8"
9' - 4" 8' - 0"
40' -
0 3
/8"
19' -
6 3
/8"
12' - 1 3/4" 36' - 5 3/8" 12' - 0 1/2"
9' -
8 5/
8"
TO FACE OF SHEATHING
33' - 6 3/8"
10' -
9 3
/4"
2' -
7 1/
2"
6' -
0"
2' -
2 1/
4"
86' - 9 7/8"
TO F
ACE
OF
SHEA
T HIN
G
24' -
8 3
/4"
10 7/8"2' - 7 1/4"
5'-4 1/2".12' - 0 3/4"
7' - 5 1/2"
27' - 4"
80' - 0 1/4"
2' -
8 1/
8"
3' - 8 1/2"
41' - 6 1/4" 35' - 1"
12' -
3 1
/8"
15' -
10"
1' -
0 3/
4"
3' - 5 7/8"
2' -
9 1/
2"
1' -
8 1/
2"
R 1
52' -
6 1
/8"
3' -
3 5/
8"
6' -
7 1/
2"
6' -
1 3/
4"
4' - 4 3/4" 49' - 2 5/8" 4' - 7 1/4"
70' - 4 1/8"
24' -
6"
2' -
1 1/
4"7'
- 5"
46' -
2"
9' -
5"
1' -
10"
17' -
3 1
/2"
1' -
8 1/
8"
2' - 3 5/8"
3' - 6 3/4"
TO FACE OF SHEATHING
106' - 2 3/4" 8' - 7 1/4"
TO FACE OFSHEATHING
6"
1' - 5 3/8" 1' - 5 3/8"
6"
21' - 0 5/8"
1' - 7 1/4"
1' - 7 5/8"
2' - 11 1/4"2' - 2 1/4" 6.00°
A4
COMMONWEALTH
T
No.6327
A
OF
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INC.
BRYANTENGINEERING
S
270-685-2811
1535 FREDERICA STREET ~ P.O. BOX 21382OWENSBORO, KENTUCKY 42304
Civil Engineering Land Surveying
WILKIESTRUCTURALENGINEERING, INC.
420 MAIN ST., SUITE 1010, EVANSVILLE, IN 47708PH: (812) 423-6347 FAX: (812) 422-9236
Drawing No:
Architect's Project No: Date:
Sheet title:
Revisions:
The drawings, specifications and other documents, including those in electronicform prepared by Hafer, P.C. for this project are instruments of Service, and maybe used solely with respect to this project. The documents may not bereproduced or modified by a third party without first obtaining the express writtenconsent of Hafer. Authorized use of electronic media or file does not guaranteethat these files contain complete and accurate information. In order to insure theaccuracy of the information contained and that no changes or modifications havebeen made, these files must be compared to the project's contract documentswith stamped and sealed certification and applicable approved modifications.
In association with:
SECOND AND FREDERICA STREETSOWENSBORO, KY 42303
at the corner of
101 East Second StreetSuite 101
Owensboro, KY 42303ph: 270.926.1331
One Clair Blvd,Manheim PA 17545
March, 2016
A1.41403-177
SECOND FLOORDIMENSIONED PLAN 1/8" = 1'-0"
1 SECOND FLOOR PLANN
# Description Date
FUTUREDINING AREA
302
JA5.3
JA5.3
FA5.2
FA5.2
BA5.1
BA5.1
DA5.2
DA5.2
HA5.3
HA5.3
KA5.4
KA5.4
LA5.4
LA5.4
DA6.1
DDA6.4
BBA6.4
AAA6.4
JA6.2
NA6.3
AA5.1
AA5.1
FA6.2
4
KGFDB
3
AE AH
2
AA6.1
KA6.2
BA6.1
HA6.2
1
CCA6.4
A1.81
PA6.3
J
S23
FUTUREKITCHEN
303
ELEV 2132
WOMEN305
A E
EA5.2
EA5.2
LA6.3
QA6.3
GA5.3
GA5.3
AA6.1
6B.10
MEN306
GA6.2
CA5.1
CA5.1
303
CA6.1
EA6.1
RA6.3
CORRIDOR304
JANITOR307
STAIR 2115
OUTDOORBALCONY
301
ELECTRICAL308
305 306
304
307
302301
S43
308
STAIR 4133
A1.76
A1.710
A1.76
SIM. TO
A1.78
A1.79
H H H H
6E.8
TYP.
6B.106E.8
6B.10
6B.10
3B.6
3B
6B.10
3A.63B.6
5
A3.2
MA6.3
3A4.3
13
14 14
14
1
12
1' - 1 3/8"
146' - 5 3/8"
1' - 10"
23' - 7 1/4" 101' - 2" 21' - 8 1/8"
1.2
1.1
3' -
4 1/
4"
3' -
10"
106' - 4 3/4"
35' -
2"
1' -
8"
TO F
ACE
OF
SHEA
T HIN
G
18' -
7 3
/8"
TO FACE OF SHEATHING
20' - 9"
TO FACE OF SHEATHING
85' - 8 3/8"
TO FACE OF SHEATHING
40' - 0"
1' -
8"35
' - 2
"
TO F
ACE
OF
SHEA
T HIN
G
18' -
7 3
/8"
20' - 11 5/8" 19' - 1"
16' - 0"
11' -
2 1
/4"
9' -
6 7/
8"11
' - 1
0 7/
8"19
' - 0
"
10' - 2" 9' - 10 1/2" 8' - 0"
1' - 3 1/2"
1' -
3 5/
8"5'
- 2
1/8"
5' -
2 5/
8"20
' - 6
7/8
"
20' - 1 1/4"
8' - 1 1/8"
/24 A9.1
/24 A9.1
/3 A10.1
/6 A10.1
AA
AA
A10
1' - 0 3/4"
2' - 0"2' - 0"
GENERAL FLOOR PLAN NOTES:1. TOP OF FIRST FLOOR CONCRETE SLAB ELEVATION ESTABLISHED AT 100'-0".
2. ALL DIMENSIONS ON FLOOR PLANS ARE FROM FACE OF FINISH GYPSUM BOARD, FACE OF MASONRY, FACE OFCONCRETE OR CENTERLINE OF COLUMNS UNLESS NOTED OTHERWISE.
3. ALL WALLS SHALL EXTEND TO STRUCTURE ABOVE UNLESS NOTED OTHERWISE, REFER TO WALL TYPES.
4. GYPSUM BOARD WALLS NOT REQUIRED TO EXTEND TO BOTTOM OF STRUCTURE ABOVE SHALL TERMINATE6" ABOVE THE HIGHEST ADJOINING CEILING AND SHALL BE BRACED EITHER BY ATTACHING ALTERNATINGDIAGONAL STUDS 48" O.C. FROM TOP OF WALL TO STRUCTURE OR BY EXTENDING WALL STUDS TOSTRUCTURE ABOVE.
5. PROVIDE WOOD BLOCKING IN WALLS AND CEILING AS REQUIRED FOR INSTALLATION OF CASEWORK OR OTHERSURFACE MOUNTED ACCESSORIES.
6. FOR WALL TYPES REFER TO SHEET A0.1
7. INTERIOR DOOR FRAME JAMBS TYPICALLY LOCATED 4" FROM ADJACENT WALL UNLESS NOTED OTHERWISE.
8. FOR INTERIOR FINISHES REFER TO SHEET I1.0
9. IF AN ELEMENT IS NOT DIMENSIONED, VERIFY LOCATION WITH ARCHITECT.
10. REFER TO LIFE SAFETY PLANS FOR PORTABLE EXTINGUISHER REQUIREMENTS.
11. REFER TO LIFE SAFETY PLANS FOR KNOX BOX REQUIREMENTS.
12. VERIFY DIMENSIONS TO STRUCTURAL ELEMENTS WITH STRUCTURAL PLANS.
FLOOR PLAN REFERENCE NOTES:
4
3
2
1 EXPOSED STRUCTURAL STEEL, PAINT, TYPICAL
EXTERIOR ALUMINUM COLUMN COVER, TYPICAL
OUTLINE OF OVERHANG ABOVE
OUTLINE OF CANOPY ABOVE, SEE SHEET A4.3
LANDSCAPE FORMS BENCH, PERMANENTLY SECURED TO FLOOR.VERIFY PLACEMENT WITH ARCHITECT.
MOP SINK, SEE PLUMBING
OVERFLOW SPOUT, SEE PLUMBING
PLASTER COLUMN COVER, SEE SPECIFICATIONS
KNOX BOX LOCATION, GC RESPONSIBLE FOR SUBMITTINGAPPLICATION TO LOCAL AHJ
5
6
7
8
9
10
11
12
13
14
15
16
FIRE EXTINGUIHER AND CABINET, REFER TO LIFE SAFTEY PLANS FOROTHER LOCATIONS
BOX BOOM AND LIGHTING BY OTHERS. GC TO PROVIDE BLOCKING INWALLS FOR BOX BOOM ATTACHMENT
AUTOMATIC SMOKE VENT, SEE ROOF PLAN
CAGE LADDER TO HIGH ROOF, SEE ROOF PLAN AND SHEET A10.2
ROOFTOP UNIT, SEE MECHANICAL
ENTRANCE GRATING
STACKABLE WASHER AND DRYER
CONTINUOUS GYPSUM CONTROL JOINT AROUND PERIMETER OFMUSEUM DISPLAY LOCATED AT 11'-6" A.F.F.
WALLS AND DOORS INCLUDED IN ALTERNATE BID ONLY, NOT INCLUDEDIN BASE BID
LIGHT RAIL AND LIGHTING BY OTHERS. GC TO PROVIDE BLOCKING INWALLS FOR RAIL ATTACHMENT. RAIL TO FOLLOW CURVE OF WALL.
17
18
19
COMMONWEALTH
T
No.6327
A
OF
UTNEK
IHRC
R
TSIGE
C
KC
E
Y
T
RE
D
EV
DA
I
L
IWNELGD
SL
EW
N
INC.
BRYANTENGINEERING
S
270-685-2811
1535 FREDERICA STREET ~ P.O. BOX 21382OWENSBORO, KENTUCKY 42304
Civil Engineering Land Surveying
WILKIESTRUCTURALENGINEERING, INC.
420 MAIN ST., SUITE 1010, EVANSVILLE, IN 47708PH: (812) 423-6347 FAX: (812) 422-9236
Drawing No:
Architect's Project No: Date:
Sheet title:
Revisions:
The drawings, specifications and other documents, including those in electronicform prepared by Hafer, P.C. for this project are instruments of Service, and maybe used solely with respect to this project. The documents may not bereproduced or modified by a third party without first obtaining the express writtenconsent of Hafer. Authorized use of electronic media or file does not guaranteethat these files contain complete and accurate information. In order to insure theaccuracy of the information contained and that no changes or modifications havebeen made, these files must be compared to the project's contract documentswith stamped and sealed certification and applicable approved modifications.
In association with:
SECOND AND FREDERICA STREETSOWENSBORO, KY 42303
at the corner of
101 East Second StreetSuite 101
Owensboro, KY 42303ph: 270.926.1331
One Clair Blvd,Manheim PA 17545
March, 2016
A1.51403-177
THIRD FLOOR PLAN
1/8" = 1'-0"1 THIRD FLOOR PLAN
N
# Description Date