CLARKSVILLE DEPARTMENT OF ELECTRICITYbrmillercompany.com/wp-content/uploads/2014/10/... · 4....

8
100 101 1 A4.1 2 AX.X 3 A3.1 1 A3.1 2 A3.1 4 A3.1 3 A2.1 X AX.X 2 A4.1 5'-0" 2 HOUR RATED 6" METAL STUD PARTITION WALL 2 LAYERS 5/8" GYPSUM WALL BOARD EACH SIDE PRE-ENGINEERED METAL BUILDING WALL WITH X" LINER PANEL ON INTERIOR FACE LEGEND GENERAL NOTES: 1. OUTSIDE DIMENSIONS OF METAL BUILDING AT FACE OF GIRT UNLESS NOTED OTHERWISE. 2. INTERIOR DIMENSIONS OF PARTITIONS AT FACE OF STUD UNLESS NOTED OTHERWISE. 3. ACCESS PAD TO BE 6" BROOM FINISH CONCRETE WITH 6X6 WWM, OVER 4" COMPACTED GRAVEL BASE. ALL OTHER EXTERIOR CONCRETE TO BE 4" BROOM FINISH CONCRETE WITH 6X6 WWM, OVER 4" COMPACTED GRAVEL BASE. 000X DOOR KEY ROOM NUMBER SECTION/ELEVATION KEY KEY NOTES: 1. 6" WIRE REINFORCED CONCRETE SLAB AREA 2. METAL BUILDING DOWNSPOUT - TYPICAL. 3. 6" PAINTED STEEL BOLLARDS. REF. DETAIL 2/A2.1 4. OVERHEAD ROLL-UP DOOR - 90 MINUTE RATING. 5. CONTINUOUS ALUMINUM GUTTER. A B C D 1 2 3 4 5 6 100J 101A 101B 100B 101F 100H WAREHOUSE LOADING BAY 101C 101D 101E 100A 100C 100D 100E 100F 100G EQUIPMENT DISTRIBUTION BAY - TYPICAL 3 3 3 3 3 LINE OF OVERHANG ABOVE 4 4 4 4 4 4 4 4 4 4 CHAINLINK FENCE TYP. TYP. 5'-0" TYP. TYP. 3 CHAIN LINK ENCLOSURES - 8'-0" HIGH A.F.F. 6'-2" TYP. 2'-10" TYP. 100F 12'-6" 10'-0" 4'-0" GATE DOOR VERIFY 2 2 2 2 2 2 2 2 5 5 APPROX. GRADE &/OR ADJACENT SURFACE 6" O.D. PAINTED/ GALV. PIPE BOLLARD - GROUT FILL W/ CONCRETE & TOOL CAP ROUND- PAINT SAFETY YELLOW 3000 PSI CONCRETE FOOTING 2'-0" DIA. 3'-0" 3" 4'-0" 1 2 " S H E E T N O. CLARKSVILLE DEPARTMENT OF ELECTRICITY 2021 WILMA RUDOLPH BLVD. CLARKSVILLE, TN /). PHASE II OF THE CAMPUS MASTER PLAN BUILDING "A" A2.1 1 A2.1 FLOOR PLAN SCALE: 1/8" = 1'-0" N 3 A2.1 PARTIAL ENLARGED PLAN SCALE: 1/4" = 1'-0" 4 A2.1 ROOF PLAN SCALE: 1/16" = 1'-0" N TYPICAL A PROVIDE GALVANIZED CHAINLINK CAGE & LATCHING DOOR SYSTEM - 8'-0" HIGH A.F.F. - TYPICAL 2 A2.1 PARTIAL ENLARGED PLAN SCALE: 1/4" = 1'-0" TYPICAL

Transcript of CLARKSVILLE DEPARTMENT OF ELECTRICITYbrmillercompany.com/wp-content/uploads/2014/10/... · 4....

Page 1: CLARKSVILLE DEPARTMENT OF ELECTRICITYbrmillercompany.com/wp-content/uploads/2014/10/... · 4. pre-finished metal building wall panels. 5. clear anodized aluminum storefront system.

100 101

1

A4.1

2

AX.X

3

A3.1

1

A3.1

2

A3.1

4

A3.1

3

A2.1

X

AX.X

2

A4.1

5'-0

"

2 HOUR RATED 6" METAL STUD

PARTITION WALL 2 LAYERS 5/8"

GYPSUM WALL BOARD EACH SIDE

PRE-ENGINEERED METAL BUILDING

WALL WITH X" LINER PANEL ON

INTERIOR FACE

LEGEND GENERAL NOTES:

1. OUTSIDE DIMENSIONS OF METAL BUILDING AT

FACE OF GIRT UNLESS NOTED OTHERWISE.

2. INTERIOR DIMENSIONS OF PARTITIONS AT FACE

OF STUD UNLESS NOTED OTHERWISE.

3. ACCESS PAD TO BE 6" BROOM FINISH CONCRETE

WITH 6X6 WWM, OVER 4" COMPACTED GRAVEL

BASE. ALL OTHER EXTERIOR CONCRETE TO BE 4"

BROOM FINISH CONCRETE WITH 6X6 WWM, OVER

4" COMPACTED GRAVEL BASE.

000XDOOR KEY

ROOM NUMBER

SECTION/ELEVATION KEY

KEY NOTES:

1. 6" WIRE REINFORCED CONCRETE SLAB AREA

2. METAL BUILDING DOWNSPOUT - TYPICAL.

3. 6" PAINTED STEEL BOLLARDS. REF. DETAIL 2/A2.1

4. OVERHEAD ROLL-UP DOOR - 90 MINUTE RATING.

5. CONTINUOUS ALUMINUM GUTTER.

A

B

C

D

1 2 3 4 5 6

100J 101A

101B

100B

101F

100H

WAREHOUSE LOADING BAY

101C

101D

101E

100A

100C

100D

100E

100F

100G

EQUIPMENT

DISTRIBUTION

BAY - TYPICAL

3

3

3

3

3

LINE OF OVERHANG ABOVE

4

4

4

4

4

4

4

4

4

4

CHAINLINK FENCE

TYP.

TY

P.

5'-0

"

TYP.

TY

P.

3

CHAIN LINK

ENCLOSURES -

8'-0" HIGH A.F.F.

6'-2

"

TY

P.

2'-1

0"

TY

P.

100F

12

'-6

"

10'-0"

4'-0"

GATE

DOOR

VE

RIF

Y

2

2

2

2

2

2

2

2

5 5

APPROX. GRADE &/OR

ADJACENT SURFACE

6" O.D. PAINTED/ GALV. PIPE BOLLARD -

GROUT FILL W/ CONCRETE & TOOL CAP

ROUND- PAINT SAFETY YELLOW

3000 PSI CONCRETE

FOOTING

2'-0" DIA.

3'-0

"3

"4

'-0

"

1 2

"

S H

E E

T N

O.

CLAR

KSVI

LLE

DEPA

RTME

NT O

F EL

ECTR

ICIT

Y

2021

WILM

A RU

DOLP

H BL

VD. C

LARK

SVILL

E, T

N

PHAS

E II O

F TH

E CA

MPUS

MAS

TER

PLAN

BUIL

DING

"A"

A2.1

1

A2.1

FLOOR PLAN

SCALE: 1/8" = 1'-0"

N

3

A2.1

PARTIAL ENLARGED PLAN

SCALE: 1/4" = 1'-0"

4

A2.1

ROOF PLAN

SCALE: 1/16" = 1'-0"

N

TYPICAL

A

PROVIDE GALVANIZED CHAINLINK

CAGE & LATCHING DOOR SYSTEM -

8'-0" HIGH A.F.F. - TYPICAL

2

A2.1

PARTIAL ENLARGED PLAN

SCALE: 1/4" = 1'-0"

TYPICAL

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1

12

5 4 2 3

F.F.E. 516'-5"

5

5423 6

100A 101A 101B

PEMB EAVE

HEIGHT =

18'-0" A.F.F.

42 33

5

24 22

F.F.E. 516'-5"

101F

1

12

PEMB EAVE

HEIGHT =

18'-0" A.F.F.

42

5

3 3 313

F.F.E. 516'-5"

100H

ELEVATION KEYNOTES

1. METAL BUILDING STANDING SEAM ROOFING SYSTEM.

2. METAL BUILDING TRIM.

3. METAL BUILDING GUTTER AND DOWNSPOUT SYSTEM - DISCHARGE ON GRADE.

4. PRE-FINISHED METAL BUILDING WALL PANELS.

5. CLEAR ANODIZED ALUMINUM STOREFRONT SYSTEM.

5. HOLLOW METAL DOOR & FRAME.

6. POWER OPERATED OVERHEAD SECTIONAL DOOR.

7. FINISHED GRADE.

S H

E E

T N

O.

CLAR

KSVI

LLE

DEPA

RTME

NT O

F EL

ECTR

ICIT

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2021

WILM

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DOLP

H BL

VD. C

LARK

SVILL

E, T

N

PHAS

E II O

F TH

E CA

MPUS

MAS

TER

PLAN

BUIL

DING

"A"

A3.1

1

A3.1

ELEVATION

SCALE: 1/8" = 1'-0"

2

A3.1

ELEVATION

SCALE: 1/8" = 1'-0"

3

A3.1

ELEVATION

SCALE: 1/8" = 1'-0"

4

A3.1

ELEVATION

SCALE: 1/8" = 1'-0"

A

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2

A4.1

3

4.1

F.F.E. 516'-5"

1

12

PEMB EAVE

HEIGHT =

18'-0" A.F.F.

9'-4

"

10'-8"

22'-8"

6'-0"

7'-0

"

8'-0"

7'-0

"

3'-0"

2'-4" 2'-4"

2'-4

"

14

'-0

"

8'-0

"

OVERHEAD

SECTIONAL

POWER ACTIVATED

STOREFRONT

ENTRY DOOR

FLUSH

INTERIOR

OVERHEAD

COILING

MANUAL

'A' 'B' 'C' 'D'

GLAZED

PANEL

INSULATING

PANELS

4

A4.1

PEMB COLUMNS

100B 100C 100D 100E 100F 100G

1'-6"

8"

MIN

.

20

21

22

4

19

17

16

15

18

5'-0"

14

1815

13

82

19

1110 18

4

IG/TG

FL / 'A'

FMBM

FMBM

FMBM

HM

HMGALVANIZED DOORS AND FRAMES

GALVANIZED DOORS AND FRAMES

GALVANIZED DOORS AND FRAMES

A

A

A

22'-8" X 14'-10"

3'-0" X 7'-0" X 1 3/4"

8'-0" X 8'-0"

3'-0" X 7'-0" X 1 3/4"

3'-0" X 7'-0" X 1 3/4"

HM

FMBM

HM

HM

IG/TG

100H

100G

100F

100E

100D

PR101AALAL

RATINGHARDWARE

HEAD

DETAILS

TYPEMAT.

FRAME

TYPE

DOOR

MAT. GLASS JAMBSIZE

NO.

DOOR

DOOR SCHEDULE

6'-0" X 7'-0"PR100J

101B

101C

101D

101E

101F

100A

100B

100C

FL / 'A'

OC/ 'C'

OC / 'D'

OC / 'D'

OS / 'D'

OS / 'D'

FL / 'A'HM

FG / 'B'

AL FG / 'B'

FMBM

FMBM

FMBM

FMBM

FMBM

FMBM

AL

90 MIN.

90 MIN.

90 MIN.

90 MIN.

90 MIN.

90 MIN.

8'-0" X 8'-0"

8'-0" X 8'-0"

8'-0" X 8'-0"

8'-0" X 8'-0"

8'-0" X 8'-0"

22'-8" X 14'-10"

22'-8" X 14'-10"

22'-8" X 14'-10"

6'-0" X 7'-0"

OC/ 'C'

OC/ 'C'

OC/ 'C'

OC/ 'C'

OC/ 'C'

ABBREVIATIONS

ALUMINUM STOREFRONT SYSTEM

HM - HOLLOW METAL

OC - OVERHEAD COILING DOOR

OS - OVERHEAD SECTIONAL DOOR

MBM - METAL BUILDING MANUFACTURER

FL - FLUSH

FG - FULL GLASS

IG - INSULATING GLASS

TG - TEMPERED GLASS

FMBM - FRAME & TRIM BY MBM

ALUMINUM STOREFRONT SYSTEM

2

48

5

31

6

7

1. METAL BUILDING (MB) ROOF PANEL.

2. ROOF PURLIN.

3. SAFING INSULATION.

4. MB LINER PANEL.

5. 2 LAYERS 5/8" GYPSUM WALLBOARD, BOTH SIDES.

6. 6" METAL STUD @ 16" O.C..

7. METAL BUILDING STRUCTURAL FRAME.

8. R-20 VINYL FACED BATT INSULATION.

9. MB RAKE TRIM.

10. MB TRIM.

11. MB SOFFIT PANEL

12. NOT USED.

13. CLOSURE TRIM BY MBM.

14. R-14 VINYL FACED BATT INSULATION.

15. MB WALL PANEL.

16. CONTINUOUS STEEL ANGLE. REF. STRUCTURAL.

17. BRAKE METAL TRIM BY MBM.

18. WALL GIRT.

19. TOP OF GRADE.

20. SLAB TURNDOWN/FOOTING. REF. STRUCTURAL.

21. 4" CRUSHED STONE BASE.

22. 6" CONCRETE SLAB OVER 6 MIL. VAPOR BARRIER.

KEY NOTES:

S H

E E

T N

O.

CLAR

KSVI

LLE

DEPA

RTME

NT O

F EL

ECTR

ICIT

Y

2021

WILM

A RU

DOLP

H BL

VD. C

LARK

SVILL

E, T

N

PHAS

E II O

F TH

E CA

MPUS

MAS

TER

PLAN

BUIL

DING

"A"

1

A4.1

BUILDING SECTION

SCALE: 1/8" = 1'-0"

5

A4.1

DOOR TYPE ELEVATIONS

SCALE: 1/4" = 1'-0"

2

A4.1

BUILDING SECTION

SCALE: 1/8" = 1'-0"

4

A4.1

WALL SECTION

SCALE: 3/4" = 1'-0"

A4.1

NOTE: ALL INTERIOR WALLS TO BE CLAD

WITH METAL BUILDING SYSTEM

INTERIOR LINER PANELS.

NOTE: ALL INTERIOR WALLS TO BE CLAD

WITH METAL BUILDING SYSTEM

INTERIOR LINER PANELS.

3

A4.1

WALL SECTION @ ROOF DECK

SCALE: 3/4" = 1'-0"

A

2 HOUR RATED WALL CONSTRUCTION

UL RATING R1319-31

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20'-0" 40'-6"

51'-0"

40'-0"

30'-0" 49'-10"20'-4"

2 3 4 5 8 9 101

A

B

C

D

19'-6"

13'-6"

20'-0"

13'-6"

19'-6"20'-0" 20'-0" 20'-0" 20'-0" 20'-0"

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

EXISTING

NOT IN SCOPE OF

WORK

EXISTING

WITHIN SCOPE OF

WORK

NE

W C

ON

ST

RU

CT

IO

N

EX

IS

TIN

G

WIT

HIN

S

CO

PE

O

F W

OR

K

VEHICLE WASH BAY

101

ENIS110

101

ENIS

104B

102B

102A

107

106

109

108

105

104A

103

102C

ENTRY AND

BREAKROOM AREA

102

VEHICLE MAINT.

OFFICES

103

SUBSTATION MAINT.

OFFICES

104

SUBSTATION MAINT.

BAY

100

VEHICLE MAINT.

BAY

110

VEHICLE MAINT.

BAY

111

3 3

3

3

3 3 3

33 4

4

76

9

10

10

ENISENISENIS

AX.X

X

AX.X

X

AX.X

X

AX.X

X

A2.1

2

MAIN FLOOR PLAN

A2.1

3

SCALE: 1/8" = 1'-0"

PLAN

NORTH

A2.3

2

A2.3

1

A2.3

4

A2.3

3

10

10

PRE-ENGINEERED METAL BUILDING COVERED/OPEN AIR

ADDITION STRUCTURE - ADD ALTERNATE. REFERENCE

ALTERNATE SECTION OF PROJECT MANUAL

PRE-ENGINEERED METAL BUILDING COVERED/OPEN AIR

ADDITION STRUCTURE - ADD ALTERNATE. REFERENCE

ALTERNATE SECTION OF PROJECT MANUAL

A

B

28'-8 3/4"

20

'-2

"1

4'-6

1

/8

"1

2'-7

"

9'-7 1/8" 3'-4" 15'-9 5/8"

4'-4" 9'-10"

14'-6 3/4"

4'-0

"3

'-4

"8

'-0

"5

'-6

"

5'-0" 3'-0" 11'-4 3/8"8'-0"

7'-1

1

/4

"7

'-1

1

/4

"

7'-1

1

/4

"7

'-1

1

/4

"

108

109

105

106

102B

102C

104A

104B

ENTRY AND

BREAK ROOM

102

VEHICLE

MAINT.

OFFICES

103

CORRIDOR

107

TOILET

ROOM

105

TOILET

ROOM

106

MECH.

CLOSET

108

STORAGE

CLOSET

109

SUBSTATION

MAINT.

OFFICES

104

3 5/8"3 5/8"3 5/8"

3 5

/8

"

3 5

/8

"3

5

/8

"

3'-4

5

/8

"3

'-4

"6

'-4

"

1'-0

7

/8

"

107

A

B

102A

5 1/2"

9'-7 1/8" 15'-8 1/8"

8'-0

"3

'-4

"2

5'-8

"3

'-4

"1

0'-8

"

30

'-2

"

3'-4

"

3 5

/8

"

1'-7

5

/8

"

9'-4 3/4"

10

10

10

10

10

10

103

ENLARGED PLAN AREA

A2.1

2

SCALE: 1/4" = 1'-0"

PLAN

NORTH

A4.1

3

NOTE: REFERENCE UPPER LEVEL

"STORAGE MEZZANINE"

FLOOR PLAN ABOVE THIS

AREA - 1/A2.2

8

INDICATES EXISTING PEMB AND/OR

MASONRY WALL

INDICATES LIGHT GAUGE METAL STUD

WALL WITH 5/8" GYPSUM WALL BOARD

SHEATHING. REF. STRUCTURAL FOR

STUD SIZING, REF. FINISH SCHED. FOR

INTERIOR FINISHES, PAINT, ETC.

LEGEND GENERAL NOTES:

1. OUTSIDE DIMENSIONS OF METAL BUILDING AT

FACE OF GIRT UNLESS NOTED OTHERWISE.

2. INTERIOR DIMENSIONS OF PARTITIONS AT FACE

OF STUD UNLESS NOTED OTHERWISE.

3. ACCESS PAD TO BE 6" BROOM FINISH CONCRETE

WITH 6X6 WWM, OVER 4" COMPACTED GRAVEL

BASE. ALL OTHER EXTERIOR CONCRETE TO BE 4"

BROOM FINISH CONCRETE WITH 6X6 WWM OVER

4" COMPACTED GRAVEL BASE.

4. ENIS - ABBREVIATES, "EXISTING DOOR, NOT

WITHIN SCOPE OF WORK." DOOR SHALL NOT BE

ALTERED IN ANY WAY. NEW DOORS SHALL

MATCH EXISTING TYPE, COLOR, AND

CONSTRUCTION.

000XDOOR KEY

ROOM NUMBER

SECTION/ELEVATION KEY

KEY NOTES:

1. 6" CONCRETE SLAB AREA

2. METAL BUILDING DOWNSPOUT - TYPICAL.

3. 6" PAINTED STEEL BOLLARDS. REF. SHEET A2.1 -

BUILDING "A".

4. NEW OVERHEAD SECTIONAL DOOR.

5. DRINKING FOUNTAIN

6. MOP (FLOOR) SINK

7. UTILITY SINK

8. STEEL STAIR

9. EXISTING DOOR TO BE DEMOLISHED, CONTRACTOR

SHALL DEMOLISH EXISTING CMU STEM WALL

CONDITION AND METAL BUILDING WALL PANEL AS

NECESSARY FOR NEW DOOR CONSTRUCTION.

10. CEILING IN AREAS INDICATED SHALL BE EXPOSED

TO STRUCTURE ABOVE AND BE PAINTED -- WHITE

LINE OF OVERHANG ABOVE

INDICATES NEW CMU WALL

NE

W C

ON

ST

RU

CT

IO

NE

XIS

TIN

G C

ON

ST

RU

CT

IO

N

22

ROOF PLAN

A2.1

1

SCALE: 1/8" =

1'-0"

PLAN

NORTH

S H

E E

T N

O.

CLAR

KSVI

LLE

DEPA

RTME

NT O

F EL

ECTR

ICIT

Y

2021

WILM

A RU

DOLP

H BL

VD. C

LARK

SVILL

E, T

N

PHAS

E II O

F TH

E CA

MPUS

MAS

TER

PLAN

BUIL

DING

"B"

A2.1

F

LO

OR

P

LA

N

B

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EQ

.E

Q.

EQ

.E

Q.

EQ

.

EQ

.E

Q.

EQ

.E

Q.

EQ

.E

Q.

EQ

.

REMOVABLE HANDRAIL FOR LOADING AREA

LOADING AREA TO REMAIN

CLEAR OF OBSTRUCTIONS

ADDITIONAL LOADING AREAS,

CHAIN LINK PARTITION SYSTEM

TO INCLUDE LATCHING SWING

GATE DOORS IN SPECIFIED

LOCATIONS.

CHAIN LINK PARTITION SYSTEM.

EXTEND STRUCTURAL POSTS

TO ROOF STRUCTURE ABOVE.

AREA SERVED BY MEZZANINE

APPROX.= 5,107 SQUARE FEET

AREA OF MEZZANINE

APPROX.= 1,530 SQUARE FEET

STORAGE

MEZZANINE

200

8

STORAGE MEZZANINE

A2.2

1

SCALE: 1/4" = 1'-0"

PLAN

NORTH

NOTES: REFERENCE STRUCTURAL

DRAWINGS FOR

CONSTRUCTION DETAILS OF

MEZZANINE.

REFERENCE MAIN FLOOR

PLAN FOR OVERALL

DIMENSIONS.

TYPICAL PRIMARY STRUCTURAL

FENCE POST. PROVIDE

INTERMEDIATE SECONDARY

POSTS BETWEEN PRIMARY

POSTS AND HORIZONTAL PIPES

AT BOTTOM, TOP AND AT 4'-0"

SPACING INTERVALS FROM

FLOOR UPWARD.

INDICATES EXISTING PEMB AND/OR

MASONRY WALL

INDICATES LIGHT GAUGE METAL STUD

WALL WITH 5/8" GYPSUM WALL BOARD

SHEATHING. REF. STRUCTURAL FOR

STUD SIZING, REF. FINISH SCHED. FOR

INTERIOR FINISHES, PAINT, ETC.

LEGEND GENERAL NOTES:

1. OUTSIDE DIMENSIONS OF METAL BUILDING AT

FACE OF GIRT UNLESS NOTED OTHERWISE.

2. INTERIOR DIMENSIONS OF PARTITIONS AT FACE

OF STUD UNLESS NOTED OTHERWISE.

3. ACCESS PAD TO BE 6" BROOM FINISH CONCRETE

WITH 6X6 WWM, OVER 4" COMPACTED GRAVEL

BASE. ALL OTHER EXTERIOR CONCRETE TO BE 4"

BROOM FINISH CONCRETE WITH 6X6 WWM OVER

4" COMPACTED GRAVEL BASE.

4. ENIS - ABBREVIATES, "EXISTING DOOR, NOT

WITHIN SCOPE OF WORK." DOOR SHALL NOT BE

ALTERED IN ANY WAY. NEW DOORS SHALL

MATCH EXISTING TYPE, COLOR, AND

CONSTRUCTION.

000XDOOR KEY

ROOM NUMBER

SECTION/ELEVATION KEY

KEY NOTES:

1. 6" CONCRETE SLAB AREA

2. METAL BUILDING DOWNSPOUT - TYPICAL.

3. 6" PAINTED STEEL BOLLARDS. REF. SHEET A2.1 -

BUILDING "A".

4. NEW OVERHEAD SECTIONAL DOOR.

5. DRINKING FOUNTAIN

6. MOP (FLOOR) SINK

7. UTILITY SINK

8. STEEL STAIR

9. EXISTING DOOR TO BE DEMOLISHED, CONTRACTOR

SHALL DEMOLISH EXISTING CMU STEM WALL

CONDITION AND METAL BUILDING WALL PANEL AS

NECESSARY FOR NEW DOOR CONSTRUCTION.

10. CEILING IN AREAS INDICATED SHALL BE EXPOSED

TO STRUCTURE ABOVE AND BE PAINTED -- WHITE

LINE OF OVERHANG ABOVE

INDICATES NEW CMU WALL

S H

E E

T N

O.

CLAR

KSVI

LLE

DEPA

RTME

NT O

F EL

ECTR

ICIT

Y

2021

WILM

A RU

DOLP

H BL

VD. C

LARK

SVILL

E, T

N

PHAS

E II O

F TH

E CA

MPUS

MAS

TER

PLAN

BUIL

DING

"B"

A2.2

ST

OR

AG

E M

EZ

ZA

NIN

E F

LO

OR

P

LA

N

B

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10

"3

'-4

"6

'-2

1

/8

"3

'-4

"1

0"

8'-0"

3'-6"1'-0"

6"

2'-6

"

6"

2'-6

"

1'-3

"

1'-7

9

/1

6"

1'-7

9

/1

6"

TOILET ROOM

105

TOILET ROOM

106

INDICATES 5'-0"

HANDICAPPED

TURN-AROUND RADIUS

WALL-MOUNTED SINK

ACCESSIBLE DRINKING

FOUNTAIN

INDICATES H/C GRAB

BARS. INSTALL BLOCK AS

REQ.

106

105

TOILET ROOM WALLS TO

BE INSULATED WITH

ACOUSTIC INSULATION

TOILET ROOM WALLS TO

BE INSULATED WITH

ACOUSTIC INSULATION

ENLARGED PLAN AREA

A2.3

2

SCALE: 1/2" = 1'-0"

PLAN

NORTH

INDICATES EXISTING PEMB AND/OR

MASONRY WALL

INDICATES LIGHT GAUGE METAL STUD

WALL WITH 5/8" GYPSUM WALL BOARD

SHEATHING. REF. STRUCTURAL FOR

STUD SIZING, REF. FINISH SCHED. FOR

INTERIOR FINISHES, PAINT, ETC.

LEGEND GENERAL NOTES:

1. OUTSIDE DIMENSIONS OF METAL BUILDING AT

FACE OF GIRT UNLESS NOTED OTHERWISE.

2. INTERIOR DIMENSIONS OF PARTITIONS AT FACE

OF STUD UNLESS NOTED OTHERWISE.

3. ACCESS PAD TO BE 6" BROOM FINISH CONCRETE

WITH 6X6 WWM, OVER 4" COMPACTED GRAVEL

BASE. ALL OTHER EXTERIOR CONCRETE TO BE 4"

BROOM FINISH CONCRETE WITH 6X6 WWM OVER

4" COMPACTED GRAVEL BASE.

4. ENIS - ABBREVIATES, "EXISTING DOOR, NOT

WITHIN SCOPE OF WORK." DOOR SHALL NOT BE

ALTERED IN ANY WAY. NEW DOORS SHALL

MATCH EXISTING TYPE, COLOR, AND

CONSTRUCTION.

000XDOOR KEY

ROOM NUMBER

SECTION/ELEVATION KEY

KEY NOTES:

1. 6" CONCRETE SLAB AREA

2. METAL BUILDING DOWNSPOUT - TYPICAL.

3. 6" PAINTED STEEL BOLLARDS. REF. SHEET A2.1 -

BUILDING "A".

4. NEW OVERHEAD SECTIONAL DOOR.

5. DRINKING FOUNTAIN

6. MOP (FLOOR) SINK

7. UTILITY SINK

8. STEEL STAIR

9. EXISTING DOOR TO BE DEMOLISHED, CONTRACTOR

SHALL DEMOLISH EXISTING CMU STEM WALL

CONDITION AND METAL BUILDING WALL PANEL AS

NECESSARY FOR NEW DOOR CONSTRUCTION.

10. CEILING IN AREAS INDICATED SHALL BE EXPOSED

TO STRUCTURE ABOVE AND BE PAINTED -- WHITE

LINE OF OVERHANG ABOVE

INDICATES NEW CMU WALL

VEHICLE

WASH BAY

101

101

76

ENLARGED PLAN AREA

A2.3

1

SCALE: 1/4" = 1'-0"

PLAN

NORTH

PEMB FRAME SYSTEM

INSET METAL WALL GIRT

SYSTEM WITH VINYL

FACED BATT. INSULATION

INTERIOR METAL LINER

PANEL SYSTEM - WALLS &

CEILING

INSULATING OVERHEAD

SECTIONAL DOOR

SYSTEM.

1'-2 1/4"

6"

3 5

/8

"

PLAN DETAIL

A2.3

3

SCALE: 1" = 1'-0"

PLAN

NORTH

7-5/8" CONCRETE MASONRY UNIT

FACE TO REMAIN UNPAINTED

STRIKE AND CLEAN MORTAR JOINTS

3-5/8" LIGHT GAUGE METAL STUD

ACOUSTICALLY INSULATE ALL

TOILET ROOM WALLS AS INDICATED

6" METAL STUD PLUMBING CHASE

5/8" GYPSUM WALL BOARD

REF. INTERIOR FINISH SCHEDULE

FOR PAINT COLOR, ETC.

1-1/2" HAT CHANNEL FURRING

5/8" GYPSUM WALL BOARD

REF. INTERIOR FINISH SCHEDULE

FOR PAINT COLOR, ETC.

PLAN DETAIL

A2.3

4

SCALE: 1" = 1'-0"

PLAN

NORTH

7-5/8" CONCRETE MASONRY UNIT

FACE TO REMAIN UNPAINTED

STRIKE AND CLEAN MORTAR JOINTS

1-1/2" HAT CHANNEL FURRING

5/8" GYPSUM WALL BOARD

REF. INTERIOR FINISH SCHEDULE

FOR PAINT COLOR, ETC.

EXISTING P.E.M.B. COLUMN

EXISTING 6" CMU STEM WALL

OUTSIDE FACE OF EXISTING P.E.M.B. GIRT

5/8" GYPSUM WALL BOARD

REF. INTERIOR FINISH SCHEDULE

FOR PAINT COLOR, ETC.

3-5/8" METAL STUD

S H

E E

T N

O.

CLAR

KSVI

LLE

DEPA

RTME

NT O

F EL

ECTR

ICIT

Y

2021

WILM

A RU

DOLP

H BL

VD. C

LARK

SVILL

E, T

N

PHAS

E II O

F TH

E CA

MPUS

MAS

TER

PLAN

BUIL

DING

"B"

A2.3

B

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BUILDING SECTION

A3.1

3

SCALE: 1/8" = 1'-0"

102C 103

CARWASH

ADDITION

GALVANIZED FENCE

SURROUND - REF.

MEZZANINE FLOOR

PLAN FOR

INFORMATION

PAINTED METAL

STAIR & RAIL SYSTEM

F.F.E. 00'-0"

MEZZANINE FLOOR LEVEL

REF. STRUCTURAL

41 32

F.F.E. 00'-0"

1

47 6 6

102A

101 110

EXTERIOR ELEVATION

A3.1

1

SCALE: 1/8" = 1'-0"

NEW CONSTRUCTION

11

EXTERIOR ELEVATION

A3.1

2

SCALE: 1/8" = 1'-0"

23

NEW CONSTRUCTION EXISTING CONSTRUCTION

NOTE: OPPOSITE ELEVATION SIMILAR.

BUILDING SECTION

A3.1

4

SCALE: 1/4" = 1'-0"

102B104B

GALVANIZED FENCE

SURROUND - REF.

MEZZANINE FLOOR

PLAN FOR

INFORMATION

REF. TOILET ROOM ELEVATIONS

ELEVATION KEYNOTES

1. METAL BUILDING STANDING SEAM ROOFING SYSTEM. (NEW TO MATCH EXISTING)

2. METAL BUILDING TRIM.

3. METAL BUILDING GUTTER AND DOWNSPOUT SYSTEM - DISCHARGE ON GRADE.

4. PRE-FINISHED METAL BUILDING WALL PANELS.

5. CLEAR ANODIZED ALUMINUM STOREFRONT SYSTEM.

5. HOLLOW METAL DOOR & FRAME.

6. MANUALLY OPERATED CHAINHOIST OVERHEAD ROLL UP DOOR.

7. FINISHED GRADE.

8. EXISTING OVERHEAD ROLL UP DOOR, NO CHANGE.

S H

E E

T N

O.

CLAR

KSVI

LLE

DEPA

RTME

NT O

F EL

ECTR

ICIT

Y

2021

WILM

A RU

DOLP

H BL

VD. C

LARK

SVILL

E, T

N

PHAS

E II O

F TH

E CA

MPUS

MAS

TER

PLAN

BUIL

DING

"B"

A3.1

BU

IL

DIN

G B

- E

LE

VA

TIO

NS

B

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3'-0

"3

'-6

"

6" 6"

6"

FLUSH

OVERHEAD

SECTIONAL

POWER

HALF-GLASS

CONC - CONCRETE

PT - PAINT

GWB - GYPSUM WALLBOARD

ACT - SUSPENDED ACOUSTICAL CEILING PANEL SYSTEM

VCT - VINYL COMPOSITION TILE

SV - SHEET VINYL

CPT - CARPET

RCB - RESILIENT COVE BASE

LP - METAL BUILDING SYSTEM LINER PANEL

RCB

RCBVCT

SV

VCT

ACT

ACT

GWB

GWB

GWB

GWB

GWB

GWB

GWB

GWB

GWB

GWB

GWB

GWB

GWB

GWB

GWB

GWB

PNT

PNTPNT

PNT

PNT

PNT

PNT

PNT

PNT

PNT

PNTPNT

109

108

107

106

CLOSET108

CORRIDOR107

TOILET106

TOILET105 PNTPNTPNTPNTSV

CONC

105

104

103

102

101

SUBSTATION MAINT. OFFICE104

VEHICLE MAINTENANCE OFFICE103

ENTRY & BREAK ROOM102

VEHICLE WASH BAY101

SANITATION MAINTENANCE BAY100

ABBREVIATIONS

FLR. BASE

FIN.MAT.FIN.MAT.FIN.MAT. NOTES

CEILING

NO.

FIN.

WEST

MAT.

WALLS

SOUTHNORTH

MAT. FIN.

ROOM FINISH SCHEDULE

EASTROOM NAMEROOM

NO.

ROOM

NOTES

1. PRIOR TO SUBSTANTIAL COMPLETION CLEAN CONCRETE FLOOR & APPLY 2 COATS

INDUSTRIAL SEALER.

2. 6" UN-FACED ACOUSTICAL BATT INSULATION TO BE PLACED ABOVE LA-IN ACOUSTICAL

CEILING TILE IN ROOMS 105 & 106.

3. METAL BUILDING LINER PANELS TO BE FACTORY FINISHED. CONTRACTOR TO

COORDINATE WITH ARCHITECT FOR COLOR SELECTION.

100

EQUIPMENT ROOM109

RCB

RCBCPT

GWB

GWB

GWB

GWB

GWB

GWB

GWB

GWB PNT

PNT

PNT

PNT

PNT

PNT

PNT

PNT

109CMUCMUCMUCMUCONCVEHICLE MAINTENANCE BAY110

109CMUCMUCMUCMUCONC111 VEHICLE MAINTENANCE BAY

CMUCMUCMUCMU

CONC LP LP LP LP

CPT

RCBVCT GWBGWBGWBGWB PNTPNT PNTPNT

RCBVCT GWBGWBGWBGWB PNTPNT PNTPNT

2

2

1

1

1, 3

1

LP

RCB

RCB

HM - HOLLOW METAL

OS - OVERHEAD SECTIONAL

SF - STORE FRONT SYSTEM

MBM - METAL BUILDING MANUFACTURER

FL - FLUSH

HG - HALF GLASS

IG - INSULATING GLASS

TG - TEMPERED GLASS

FMBM - FRAME & TRIM BY MBM

SCW - SOLID CORE WOOD

HCW - HOLLOW CORE WOOD

PR - PAIR

AL - ALUMINUM

HG

SF

HM

HM

AL

GALVANIZED DOORS AND FRAMES

A

B

B

A

3'-0" X 7'-0" X 1 3/4"

3'-0" X 7'-0" X 1 3/4"

3'-0" X 7'-0" X 1 3/4"

3'-0" X 7'-0" X 1 3/4"

HM

HM

HM

HMIG/TG

109

108

106

105

103

RATINGHARDWARE

HEAD

DETAILS

TYPEMAT.

FRAME

TYPE

DOOR

MAT. GLASS JAMBSIZE

NO.

DOOR

DOOR SCHEDULE

ABBREVIATIONS

110

102B

102A

102C

101OS FMBMAL

12'-0" X 12'-0"VERIFY EXISTING ADJ. SIZES AND MATCH

SFAL

HG

TG

TG

IG/TG

3'-0" X 7'-0" X 1 3/4"

3'-0" X 7'-0" X 1 3/4"

104B

104ASCW HG

HM HG B

A

HM

HMTG

TG

3'-0" X 7'-0" X 1 3/4"

3'-0" X 7'-0" X 1 3/4"

3'-0" X 7'-0" X 1 3/4"

PR 6-0" X 7'-0" X 1 3/4"

SCW

SCW

OS FMBMAL12'-0" X 12'-0"

FL

FL

HM

HM

HM

HM

GALVANIZED DOORS AND FRAMES

GALVANIZED DOORS AND FRAMES

HCW

HCW FL

FL

A

A

A

A

8/A4.18/A4.1

8/A4.18/A4.1

8/A4.18/A4.1

(VERIFY)

VERIFY EXISTING ADJ. SIZES AND MATCH(VERIFY)

2"

4"

2"

2"

A B

HOLLOW

METAL

FRAME

HOLLOW

METAL

FRAME

2'-1

0"

3'-6"

1'-5"

MAX.

6'-7"

GRAB BAR 1

TYP.

NOTE: MOUNT MIRROR 40" MAX. ABOVE

FINISH FLOOR TO THE

REFLECTIVE SURFACE.

7'-8

"

3'-0

"2

'-1

0"

6"

MA

X.

MA

X.

2'-0"

1'-6"

MIN.

MIRROR

7'-10 3/4"

3'-6"

MAX.

1'-0"

MAX.

2'-1

0"

1'-3

"

GRAB BAR 2

TP DISPENSER

8"

2'-2

"

2'-6"2'-3"

2'-6" 2'-3" 2'-6"

2'-6" 2'-3"2'-6"

2'-3" 2'-6"

HIGH PRESSURE

PLASTIC LAMINATE

OVERHEAD

CABINETS WITH

ADJUSTABLE

SHELVES

HIGH PRESSURE

PLASTIC LAMINATE

BASE CABINETS WITH

ADJUSTABLE

SHELVES

PLASTIC LAMINATE

COUNTER TOPS

1

A4.1

4"

1'-2

"2

'-8

"4

"

2'-6

"

OPEN MICROWAVE

CABINET SHELF

EQUIPPED WITH

GFCI OUTLET

FILLER PANEL AT

TOP - VERIFY

MICROWAVE SIZE

SINK

8'-0

" V

ER

IF

Y

4"

1/2

"

6"

1 1

/2

"

1/2

"

1/2

" 4"

2'-1"

3'-6

"

1'-6"

2'-1

0"

PLASTIC LAMINATE

COUNTERTOP &

BACKSPLASH

FLOOR LINE

VINYL BASE

2x6 (CUT) CONT.

1x4 WOOD CONT.

ADJ. SHELF STANDARDS

MELAMINE SHELF

DRAWER

AND BRACKETS

1x4 WOOD CONT.

ADJ. SHELF STANDARDS

1x4 WOOD CONT.

WALL LINE

AND BRACKETS.

STANDARDS

MELAMINE SHELF

1x4 WOOD CONT.

MELAMINE SHELF

HIGH PRESSURE PLAS.

LAM. ON 3/4" PLYWOOD

OVERHEAD CABINET.

HIGH PRESSURE PLAS.

LAM. ON 3/4" PLYWOOD

BASE CABINET.

BACKSPLASH

QUARRY TILE

MOP SINK

32" HIGH

MOP HANGING RACK

5'-0

"

1 1/2"

4"

7 5/8"

H.M. DOOR

FRAME

FINISHED

GYPSUM BD.

SEALANT JOINT &

BACKER ROD

1

1

2

" RIGID

EXTRUDED

INSULATION

BETWEEN METAL

FURRING

P.T. WOOD

BLOCKING

3'-0"

5'-6"

2'-0"

2"

7'-0

"

2" 2"

2"

2'-0"

9'-10"

2'-0"

2"

7'-0

"

2"

3'-0"

2"

2'-0"

2" 2"

2"

6"

6"

BA

SC

HE

DU

LE

S &

M

IS

CE

LL

AN

EO

US

7

A4.1

DOOR FRAME ELEVATIONS

SCALE: 1/4" = 1'-0"

6

A4.1

DOOR TYPE ELEVATIONS

SCALE: 1/4" = 1'-0"

0 2'4' 6'0 2'

4' 6'

S H

E E

T N

O.

CLAR

KSVI

LLE

DEPA

RTME

NT O

F EL

ECTR

ICIT

Y

2021

WILM

A RU

DOLP

H BL

VD. C

LARK

SVILL

E, T

N

PHAS

E II O

F TH

E CA

MPUS

MAS

TER

PLAN

BUIL

DING

"B"

1

A4.1

CASEWORK SECTION

SCALE: 1" = 1'-0"

0 1' 2' 3'

3

A4.1

CASEWORK ELEVATIONS

SCALE: 3/8" = 1'-0"

0 1' 2' 3'

8

A6.2

TOILET ELEVATION

5

A4.1

MOP SINK ELEVATION

9

A4.1

TOILET ELEVATION

SCALE: 3/8" = 1'-0"

0 1' 2' 3'

SCALE: 3/8" = 1'-0"

0 1' 2' 3'SCALE: 3/8" = 1'-0"

0 1' 2' 3'

2

A4.1

DOOR HEAD* DETAIL

SCALE: 3" = 1'-0"

* JAMB SIMILAR

4

A4.1

STOREFRONT ELEVATIONS

SCALE: 1/4" = 1'-0"

0 2'4' 6'

0 1'6"

B