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SECOND AND FREDERICA STREETS OWENSBORO, …...UP GENERAL FLOOR PLAN NOTES: 1. TOP OF FIRST FLOOR...

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UP 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 OF CONCRETE 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 TERMINATE 6" ABOVE THE HIGHEST ADJOINING CEILING AND SHALL BE BRACED EITHER BY ATTACHING ALTERNATING DIAGONAL STUDS 48" O.C. FROM TOP OF WALL TO STRUCTURE OR BY EXTENDING WALL STUDS TO STRUCTURE ABOVE. 5. PROVIDE WOOD BLOCKING IN WALLS AND CEILING AS REQUIRED FOR INSTALLATION OF CASEWORK OR OTHER SURFACE 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 SUBMITTING APPLICATION TO LOCAL AHJ 5 6 7 8 9 10 11 12 13 14 15 16 FIRE EXTINGUIHER AND CABINET, REFER TO LIFE SAFTEY PLANS FOR OTHER LOCATIONS BOX BOOM AND LIGHTING BY OTHERS. GC TO PROVIDE BLOCKING IN WALLS 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 OF MUSEUM DISPLAY LOCATED AT 11'-6" A.F.F. WALLS AND DOORS INCLUDED IN ALTERNATE BID ONLY, NOT INCLUDED IN BASE BID LIGHT RAIL AND LIGHTING BY OTHERS. GC TO PROVIDE BLOCKING IN WALLS FOR RAIL ATTACHMENT. RAIL TO FOLLOW CURVE OF WALL. 17 18 19 J A5.3 J A5.3 F A5.2 F A5.2 B A5.1 B A5.1 D A5.2 D A5.2 H A5.3 H A5.3 K A5.4 K A5.4 L A5.4 L A5.4 D A6.1 DD A6.4 BB A6.4 AA A6.4 J A6.2 N A6.3 3 A4.3 A A5.1 A A5.1 F A6.2 A A6.1 K A6.2 B A6.1 H A6.2 CC A6.4 A1.6 5 A1.6 10 A1.7 13 A1.7 12 A1.8 4 A1.6 1 A1.7 14 A1.6 3 A1.7 3 A1.8 11 A1.9 7 A1.9 11 A1.9 9 A1.9 2 A1.7 1 A1.7 4 A9.2 1 E A5.2 E A5.2 L A6.3 3 2 A1.6 8 A1.6 9 G A5.3 G A5.3 10 A6.7 G A6.2 C A5.1 C A5.1 A9.2 4 A1.9 6 6 A6.7 5 A6.7 MUSEUM SHOP 124 SERVICE VESTIBULE 130 D S41A 129B S41B 121 127A 134A 108 122 119 110 LAVATORY 121 ELEV 1 117 ELEV 2 132 MEN 119 WOMEN 122 ELECTRICAL EQUIPMENT 129 VESTIBULE 116 STAIR 1 107 STORAGE 128 MECHANICAL EQUIPMENT 131 CONCESSIONS 103 STAIR 4 133 MEN 114 WOMEN 113 LAVATORY 120 STAIR 3 126 AA VESTIBULE 101 SOUND & LIGHT VESTIBULE 104 129A A A6.1 SIM. / 11 A10.1 / 1 A10.1 / 8 A10.1 / 1 A9.1 / 1 A9.1 / 5 A10.1 100' - 7" SLOPE DOWN SLOPE DOWN 2 1 3 / 1 A4.3 5 TYP. 1 / 5 A9.3 FRONT DESK STORAGE 125 / 1 A9.6 / 1 A9.4 A9.8 2 A1.9 15 / 2 A6.7 A B C 120 A A6.1 C A6.1 E A6.1 M A6.3 LOBBY 102 STORAGE 105 PERFORMANCE HALL 108 CONTROL BOOTH 109 PASSAGE 110 STAIR 2 115 CORRIDOR 118 COATS 123 MUSEUM DISPLAY 127 OUTDOOR STAGE 134 106 105 114 113 S21 112A 118 125 124 127B 131 130 STORAGE 106 123 A1.8 6 A9.6 7 A1.8 3 A1.9 8 A1.9 12 A1.9 13 A1.9 14 PASSAGE / STORAGE 112 A1.8 10 A1.6 12 A1.8 7 104A 102A 102B A1.8 16 BELOW 102'-0" A1.6 7 ABOVE 102'-0" A1.7 2 BELOW 102'-0" ABOVE 102'-0" A1.6 14 BELOW 102'-0" ABOVE 102'-0" A9.6 8 112B 134B 112C A1.9 4 A1.9 6 SIM. TO A1.8 13 A1.8 9 A1.8 13 SIM. TO A1.8 12 A1.8 8 104B 5 103 111 STAGE 111 128 116 A 101B 101A 100B 100A 126 BB CC A9.6 2 3 A9.7 2 1 A9.8 3 A9.8 4 3A 3A 6E.8 (TYP.) 3A 3A (TYP.) 6B.10 6B.10 6B.10 6B.10 6B.10 6E.8 6B.10 6B.10 (TYP.) 6B.10 6B.10 6B.10 6B.10 6F.3 6B.6 6A.1 3A.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.4 3A.4 3A.4 6A.4 6A 6A.5 6A.5 6F.3 6F.3 6A TYP. 6 / 8 A10.1 / 5 A10.1 / 15 A10.1 7 3 9 / 9 A10.1 STAGE STAIR 1 10 15 15 A4.1 3 17 17 17 17 17 COMMONWEALTH T No. 6327 A OF U T N E K I H R C R T S I G E C K C E Y T R E D E V D A I L I W N E L G D S L E W N INC. BRYANT ENGINEERING S 270-685-2811 1535 FREDERICA STREET ~ P.O. BOX 21382 OWENSBORO, KENTUCKY 42304 Civil Engineering Land Surveying WILKIE STRUCTURAL ENGINEERING, INC. 420 MAIN ST., SUITE 1010, EVANSVILLE, IN 47708 PH: (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 electronic form prepared by Hafer, P.C. for this project are instruments of Service, and may be used solely with respect to this project. The documents may not be reproduced or modified by a third party without first obtaining the express written consent of Hafer. Authorized use of electronic media or file does not guarantee that these files contain complete and accurate information. In order to insure the accuracy of the information contained and that no changes or modifications have been made, these files must be compared to the project's contract documents with stamped and sealed certification and applicable approved modifications. In association with: SECOND AND FREDERICA STREETS OWENSBORO, KY 42303 at the corner of 101 East Second Street Suite 101 Owensboro, KY 42303 ph: 270.926.1331 One Clair Blvd, Manheim PA 17545 March, 2016 A1.1 1403-177 FIRST FLOOR PLAN N 1/8" = 1'-0" 1 FIRST FLOOR PLAN # Description Date
Transcript
Page 1: SECOND AND FREDERICA STREETS OWENSBORO, …...UP GENERAL FLOOR PLAN NOTES: 1. TOP OF FIRST FLOOR CONCRETE SLAB ELEVATION ESTABLISHED AT 100'-0". 2. ALL DIMENSIONS ON FLOOR PLANS ARE

UP

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

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C

KC

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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

A1.11403-177

FIRST FLOOR PLAN

N

1/8" = 1'-0"1 FIRST FLOOR PLAN

# Description Date

Page 2: SECOND AND FREDERICA STREETS OWENSBORO, …...UP GENERAL FLOOR PLAN NOTES: 1. TOP OF FIRST FLOOR CONCRETE SLAB ELEVATION ESTABLISHED AT 100'-0". 2. ALL DIMENSIONS ON FLOOR PLANS ARE

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

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No.6327

A

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UTNEK

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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

A1.21403-177

FIRST FLOOR DIMENSIONEDPLAN

1/8" = 1'-0"1 FIRST FLOOR PLAN

N

# Description Date

Page 3: SECOND AND FREDERICA STREETS OWENSBORO, …...UP GENERAL FLOOR PLAN NOTES: 1. TOP OF FIRST FLOOR CONCRETE SLAB ELEVATION ESTABLISHED AT 100'-0". 2. ALL DIMENSIONS ON FLOOR PLANS ARE

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

18

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No.6327

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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

Page 4: SECOND AND FREDERICA STREETS OWENSBORO, …...UP GENERAL FLOOR PLAN NOTES: 1. TOP OF FIRST FLOOR CONCRETE SLAB ELEVATION ESTABLISHED AT 100'-0". 2. ALL DIMENSIONS ON FLOOR PLANS ARE

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

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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

Page 5: SECOND AND FREDERICA STREETS OWENSBORO, …...UP GENERAL FLOOR PLAN NOTES: 1. TOP OF FIRST FLOOR CONCRETE SLAB ELEVATION ESTABLISHED AT 100'-0". 2. ALL DIMENSIONS ON FLOOR PLANS ARE

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

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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


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