W912P518B0005_TPlans-Am3Sheets.pdf

REV.

NO.

DATE DSGN DRWN CHKD SUPV RVWD APPD ISSD

PROJECT

ID

AS CONST

REV

CD

DESIGNED BY:

DRAWN BY:

CHECKED BY:

SUBMITTED BY:

APPROVED BY:

CHIEF, CIVIL DESIGN BRANCH

CHIEF, ENGINEERING CONSTRUCTION DIVISION

SCALE: EXCEPT AS NOTED

FOSSIL AND HYDRO ENGINEERING

KENTUCKY PROJECT

TENNESSEE VALLEY AUTHORITY

BENJAMIN L. ROHRBACH P.E.

VANESSA C. BATEMAN P.G.,P.E

9 10

A

US Army Corps of Engineers

Nashville District

REVIT 2015

KENTUCKY LOCK ADDITION

DATE

US Army Corps of Engineers

Louisville District

ROBERT F. KNOX MICHAEL A. MORRISON NICOLE C. BERGER

TASK COMPLETED BY: REV. NO.

CELRL

INITIAL ISSUE

R 0

F il e

N a m e

P lo t D a te

T im e

8765432

B

C

D

E

F

G

H

A

B

C

D

E

F

REVIEWED BY: ISSUED BY:APPROVED BY:

RFK MAM NCB

7654321

DISCIPLINE

INTERFACE

JUL 18

C U s e rs h e d d ra h D o c u m e n ts v A M A

IN

T h e d d ra h .r v t

A M

AMDT. 0001

INDEX OF DRAWINGS

10N400-02

MPB

KDS

DAH

JUL/18

R 1

10N400-02

A

A

MAINTENANCE BUILDING

R 1

MPB DAHKDS

MAINTENANCE BUILDING INDEX

SHEET NUMBER SHEET TITLE

10N400-49 ENLARGED RESTROOM/STAIR PLANS, ELEVATIONS & DETAILS

10N400-50 ROOF DETAILS

10N400-51 MISCELLANEOUS DETAILS

10N400-52 DOOR SCHEDULE, TYPES & DETAILS

10N400-53 WINDOW/LOUVER SCHEDULES, ELEVATIONS & DETAILS AND PARTITION TYPES

10N400-54 BOAT SHELTER FLOOR PLAN AND ELEVATIONS

LIFE SAFETY

10N400-56 LIFE SAFETY PLAN

FIRE ALARM

15N400-01 FIRE ALARM PLAN

15N400-02 FIRE ALARM DETAILS

ELECTRICAL

15N400-03 ELECTRICAL LEGEND AND ABBREVIATIONS

15N400-04 LIGHTING PLAN

15N400-05 FIRST FLOOR POWER PLAN

15N400-06 FIRST FLOOR MEZZANINE POWER PLAN

15N400-07 ELECTRICAL DETAILS

15N400-08 LIGHTING DETAILS

15N400-09 ONE-LINE DIAGRAM

15N400-10 PANEL SCHEDULES

15N400-11 LIGHTNING PROTECTION PLAN

15N400-12 LIGHTNING PROTECTION DETAILS

15N400-13 GROUNDING DETAIL

15N400-14 BOAT SHELTER ELECTRICAL FLOOR PLAN

15N400-15 BOAT SHELTER ELECTRICAL DETAILS

TELECOMMUNICATION

15N400-16 TELECOMMUNICATIONS PLAN

15N400-17 TELECOMMUNICATIONS DETAILS

MECHANICAL

17N400-01 HVAC LEGEND

17N400-02 HVAC FLOOR PLAN

17N400-03 HVAC DETAILS

17N400-04 HVAC SCHEDULES

MECHANICAL

17N401-02 PLUMBING FLOOR PLAN - SANITARY

PLUMBING

17N401-01 PLUMBING LEGEND

17N401-03 PLUMBING FLOOR PLAN - HOT & COLD WATER

17N401-04 PLUMBING FLOOR PLAN - COMPRESSED AIR

17N401-05 PLUMBING FLOOR PLAN - RADON

17N401-06 PLUMBING RISER - SOIL, WASTE & VENT

17N401-07 PLUMBING RISER - HOT & COLD WATER

17N401-08 PLUMBING RISER - COMPRESSED AIR

17N401-09 PLUMBING DETAILS

17N401-10 PLUMBING DETAILS

17N401-11 PLUMBING EQUIPMENT SCHEDULES

CIVIL REFERENCE

16W220-2 REFERENCE DRAWING

16W220-3 REFERENCE DRAWING

16W220-4 REFERENCE DRAWING

16W220-6 REFERENCE DRAWING

16W220-9 REFERENCE DRAWING

16W220-10 REFERENCE DRAWING

16W220-12 REFERENCE DRAWING

16W220-13 REFERENCE DRAWING

16W220-14 REFERENCE DRAWING

16W220-15 REFERENCE DRAWING

MAINTENANCE BUILDING INDEX

SHEET NUMBER SHEET TITLE

GENERAL

10N400-01 COVER SHEET

10N400-02 INDEX OF DRAWINGS

10N400-03 LOCATION AND VICINITY MAPS

CIVIL

10N400-04 CONTRACTOR WORK LIMITS AND CONTROL POINT LOCATIONS

10N400-04A CONTROL POINT DESCRIPTIONS

10N400-05 TEST PIT LOCATION PLAN

10N400-5A SOIL AND ROCK CLASSIFICATION

10N400-5B TEST PIT LOGS, TP-1 AND TP-2 (1 OF 2)

10N400-5C TEST PIT LOGS, TP-3 AND TP-4 (2 OF 2)

10N400-06 EROSION CONTROL PLAN (1 OF 4)

10N400-07 EROSION CONTROL PLAN (2 OF 4)

10N400-08 EROSION CONTROL PLAN (3 OF 4)

10N400-09 EROSION CONTROL PLAN (4 OF 4)

10N400-10 EROSION CONTROL DETAILS

10N400-11 DEMOLITION PLAN (1 OF 3)

10N400-12 DEMOLITION PLAN (2 OF 3)

10N400-13 DEMOLITION PLAN (3 OF 3)

10N400-14 SITE PLAN (1 OF 3)

10N400-15 SITE PLAN (2 OF 3)

10N400-16 SITE PLAN (3 OF 3)

10N400-17 SITE DETAILS

10N400-17A SITE DETAILS

10N400-17B SITE DETAILS

10N400-18 GRADING PLAN (1 OF 4)

10N400-19 GRADING PLAN (2 OF 4)

10N400-20 GRADING PLAN (3 OF 4)

10N400-21 GRADING PLAN (4 OF 4)

10N400-22 TYPICAL SECTIONS

10N400-22A GRADING DETAILS

10N400-22B PROFILES

10N400-23 JOINT PLAN

10N400-23A PAVEMENT DETAILS

10N400-24 UTILITY PLAN (1 OF 4)

10N400-25 UTILITY PLAN (2 OF 4)

10N400-26 UTILITY PLAN (3 OF 4)

10N400-27 UTILITY PLAN (4 OF 4)

10N400-28 UTILITY CORRIRDOR PLAN

10N400-29 UTILITY DETAILS

10N400-29A UTILITY DETAILS

10N400-29B UTILITY DETAILS

STRUCTURAL

10N400-30 GENERAL STRUCTURAL NOTES, DESIGN LOADS & ABBREVIATIONS

10N400-31 SPECIAL INSPECTIONS

10N400-32 FOUNDATION PLAN

10N400-33 ROOF FRAMING PLAN

10N400-34 FRAMING ELEVATIONS

10N400-35 FRAMING ELEVATIONS

10N400-36 TYPICAL DETAILS

10N400-37 TYPICAL MASONRY DETAILS

10N400-38 3D REPRESENTATION

ARCHITECTURE

10N400-39 GENERAL ARCHITECTURAL NOTES, ABBREVIATIONS

10N400-40 SEALANT, MASONRY JOINTS & MISC. STANDARD DETAILS

10N400-41 FLOOR PLAN

10N400-42 ROOF PLAN

10N400-43 REFLECTED CEILING PLAN

10N400-44 BUILDING ELEVATIONS

10N400-45 BUILDING ELEVATIONS

10N400-46 BUILDING SECTIONS

10N400-47 WALL SECTIONS

10N400-48 WALL DETAILS

EXTERIOR

WALL

AIR

SPACE

(1" MIN.)

RAKE

MORTAR

BACK 3/4"

WHEN STIFF

EXTERIOR

FACE

BRICK

VOID

WEEP

HOLE

STEEL

SHELF

ANGLE

SELANT AND

BACKER ROD

CONT METAL

BACKER ROD

AND SEALANT

THRU-WALL

FLASHING

EXTERIOR

WALL

STEEL

LINTEL

SEALANT AND

BACKER ROD,

SEE DETAL

(b)

STEEL

LINTEL

SEALANT AND BACKER

ROD

COMPRESSIBLE

MATERIAL

EXPANSION

JOINT

THRU-WALL

FLASHING

CONT BACK

STOP

MATERIAL

SEALANT

SEALANT

PRIME

SEALANT

PRIME

MORTAR

CONT BACK

STOP

MATERIAL

SEALANT

MIN. 1/8" SPACE

BETWEEN ANGLE

AND EXT. VENEER

EXPANSION

JOINT

EXTERIOR FACE

VENEER

EXTERIOR

FACE VENEER

EXTERIOR

FACE

VENEER

JOINT

WIDTH

"W"

1" 10'-0" MAX.

1/2" 3/4"

3/8"

CJ

SPACING

EJ

SPACING

22'-0" MAX.

30'-0" MAX.

44'-0" MAX.

60'-0" MAX.

10'-0" MAX.

10'-0" MAX.

10'-0" MAX.

SEE DETAIL

BELOW

METAL WINDOW FRAME IN MASONRY DETAILS

EXTERIOR DOORS AND THRESHOLD DETAILS

EXTERIOR CONTROL JOINT

HEAD AND JAMB DETAIL SILL DETAIL

HEAD AND JAMB DETAIL

EXTERIOR MASONRY DETAIL

ISOMETRIC DETAIL AT LINTEL (b)

ELEVATION DETAIL AT LINTEL (a)

EXTERIOR MASONRY DETAIL SECTION DETAIL AT SHELF ANGLE

EXTERIOR MASONRY DETAIL JOINT WIDTH: JOINT SPACING CHART

EXPANSION JOINTS (EJ)

RAKE

MORTAR

BACK 3/4"

WHEN STIFF

REV.

NO.

DATE DSGN DRWN CHKD SUPV RVWD APPD ISSD

PROJECT

ID

AS CONST

REV

CD

DESIGNED BY:

DRAWN BY:

CHECKED BY:

SUBMITTED BY:

APPROVED BY:

CHIEF, CIVIL DESIGN BRANCH

CHIEF, ENGINEERING CONSTRUCTION DIVISION

SCALE: EXCEPT AS NOTED

FOSSIL AND HYDRO ENGINEERING

KENTUCKY PROJECT

TENNESSEE VALLEY AUTHORITY

BENJAMIN L. ROHRBACH P.E.

VANESSA C. BATEMAN P.G.,P.E

9 10

A

US Army Corps of Engineers

Nashville District

REVIT 2015

KENTUCKY LOCK ADDITION

DATE

US Army Corps of Engineers

Louisville District

ROBERT F. KNOX MICHAEL A. MORRISON NICOLE C. BERGER

TASK COMPLETED BY: REV. NO.

CELRL

INITIAL ISSUE

R 0

F il e

N a m e

P lo t D a te

T im e

8765432

B

C

D

E

F

G

H

A

B

C

D

E

F

REVIEWED BY: ISSUED BY:APPROVED BY:

RFK MAM NCB

7654321

DISCIPLINE

INTERFACE

AUG 18

C U s e rs h e d d ra h D o c u m e n ts v A M A

IN

T h e d d ra h .r v t

P M

AMDT. 0003

SEALANT, MASONRY JOINTS & MISC.

STANDARD DETAILS

10N400-40

MPB

KDS

DAH

JUL/18

R 0

10N400-40

A

A

MAINTENANCE BUILDING

R 0

MPB DAHKDS

FRAME TYPE 1

HOLLOW METAL

2" 2"

4"

SCHEDULE

PER

DOOR TYPE A

NARROW VISION (NV)

DOOR TYPE B

FLUSH (F)

8" 2'

1"

PE

R

S C

H

ED

U

LE

PER SCHEDULE

8" 6"

PER SCHEDULE

PE

R

S C

H

ED

U

LE

PER SCHEDULE

PE

R

S C

H

ED

U

LE

DOOR TYPE C

OVERHEAD COILING DOOR

4"

7 3/4"

8" CMU W/ JOINT REINFORCEMENT

@ 16" O.C., SEE STRUCTURAL

8" BOND BEAM, SEE STRUCTURAL

CONTINUOUS BEAD OF SEALANT;

ENTIRE PERIMETER, BOTH SIDES

HOLLOW METAL DOOR FRAME,

GROUT SOLID

DOOR AS SCHEDULED

HOLLOW METAL DOOR FRAME,

GROUT SOLID

"T" MASONRY ANCHOR;

PROVIDE MIN. 3 PER JAMB

8" CMU WITH JOINT

REINFORCEMENT AT 16" O.C.

GROUT SOLID AT DOOR JAMBS,

SEE STRUCTURAL

DOOR AS SCHEDULED

2"

CONTINUOUS BEAD OF SEALANT;

BOTH SIDES, ENTIRE PERIMETER

INSULATED OVHD COILING

DOOR HOOD & TRACK; INSTALL

PER MFR SPECIFICATIONS

SPRAY FOAM INSULATION

CONTINUOUS BACKER ROD

& BEAD OF SEALANT

HIGH SPEED, INSULATED COILING

OVHD WITH WEATHERSTRIPPING

ON ALL SIDES

STRUCTURAL STEEL DOOR

FRAMING PER PEMB MFR

R-19 BLANKET INSULATION

FABRIC LINER SYSTEM W/

STEEL STRAPPING

METAL PANEL CLOSURE STRIP

STEEL DOOR FRAME

PER PEMB MFR

INSULATED METAL WALL PANEL

(R-21 MIN) (X3) OVER STEEL GIRTS

PRE-FINISHED BRAKE METAL

WRAP AS SHOWN

CONTINUOUS BACKER ROD &

BEAD OF SEALANT; BOTH SIDES

HIGH SPEED. INSULATED COILING

OVHD WITH WEATHERSTRIPPING

ON ALL SIDES

INSULATED COILING OVHD TRACK;

INSTALL PER MFR

SPECIFICATIONS

1" AIR SPACE

3" RIGID INSULATION (R-18 MIN.)

8" CMU W/ JOINT REINFORCEMENT

@ 16" O.C., SEE STRUCTURAL

4" SPLIT FACE CMU VENEER W/ WALL

TIES @ 16 O.C., PROVIDE SMOOTH CMU

AT MASONRY OPENING LOCATIONS

AIR AND VAPOR BARRIER

PRE-FINISHED BRAKE METAL

WRAP AS SHOWN

COMPRESSABLE FILLER WITH

BACKER ROD AND SEALANT

ALUMINUM THRESHOLD, GROUT

FILLED SET IN BED OF SEALANT

DOOR AS SCHEDULED, GASKET

OR SEAL FOR EXT. CONDITION

EXPANSION ANCHORS

CONCRETE APRON, SEE CIVILCONCRETE FLOOR SLAB,

SEE STRUCTURAL

HOLLOW METAL FRAME

8" CMU W/ JOINT REINFORCEMENT

@ 16" O.C., SEE STRUCTURAL

4" SPLIT FACE CMU VENEER

W/ WALL TIES @ 16 O.C.

COMPRESSABLE FILLER WITH

BACKER ROD AND SEALANT

CONTINUOUS BACKER ROD &

BEAD OF SEALANT; BOTH SIDES

HIGH SPEED, INSULATED COILING

OVHD WITH WEATHERSTRIPPING

ON ALL SIDES

4" SPLIT FACE CMU VENEER W/ WALL

TIES @ 16 O.C., PROVIDE SMOOTH CMU

AT MASONRY OPENING LOCATIONS

STEEL DOOR FRAMING

PER PEMB MFR

INSULATED OVHD COILING

DOOR TRACK; INSTALL

PER MFR SPECIFICATIONS

EMBEDDED STEEL

ANGLE ANCHORED @

12" O.C. WITH 4" HCA

CONCRETE FLOOR SLAB,

SEE STRUCTURALCONCRETE APRON, SEE CIVIL

1"

THROUGH WALL FLASHING WITH

WEEP HOLES; EXTEND FLASHING

THROUGH RIGID INSULATION WITH

3" VERTICAL LEG AT CMU FACE

1" AIR SPACE

STEEL LINTEL, SEE STRUCTURAL

3" RIGID INSULATION (R-18 MIN.)

8 3/4"

8" CMU W/ JOINT REINFORCEMENT

@ 16" O.C., SEE STRUCTURAL

8" BOND BEAM, SEE STRUCTURAL

HOLLOW METAL DOOR FRAME,

GROUT SOLID

DOOR AS SCHEDULED

CONTINUOUS BACKER ROD &

BEAD OF SEALANT; BOTH SIDES

4" SPLIT FACE CMU VENEER

AIR & VAPOR BARRIER

4"

PREFINISHED METAL BASE

FLASHING (X5) BEYOND

INSULATED METAL WALL PANEL

(R-21 MIN) (X3) OVER STEEL GIRTS

R-19 BLANKET INSULATION

FABRIC LINER SYSTEM

W/ STEEL STRAPPING

METAL PANEL CLOSURE STRIP

CONTINUOUS BACKER ROD

& BEAD OF SEALANT

SPRAY FOAM INSULATION

STRUCTURAL STEEL DOOR

FRAMING PER PEMB MFR

HIGH SPEED. INSULATED COILING

OVHD WITH WEATHERSTRIPPING

ON ALL SIDES

INSULATED OVHD COILING

DOOR TRACK; INSTALL

PER MFR SPECIFICATIONS

PRE-FINISHED BRAKE METAL

WRAP AS SHOWN

CONTINUOUS BACKER ROD &

BEAD OF SEALANT; BOTH SIDES 1" AIR SPACE

RIGID INSULATION

8" CMU W/ JOINT REINFORCEMENT

@ 16" O.C., SEE STRUCTURAL

HOLLOW METAL DOOR FRAME,

GROUT SOLID

"T" MASONRY ANCHOR;

PROVIDE MIN. 3 PER JAMB

DOOR AS SCHEDULED

AIR AND VAPOR BARRIER

4" SPLIT FACE CMU VENEER W/

WALL TIES @ 16 O.C., PROVIDE

SMOOTH CMU AT MASONRY

OPENING LOCATIONS

DOOR AS SCHEDULED

CONCRETE FLOOR SLAB,

SEE STRUCTURAL

HOLLOW METAL FRAME

COMPRESSABLE FILLER WITH BACKER

ROD AND SEALANT AT EXPANSION JT

LOCATION, SEE STRUCTURAL

REV.

NO.

DATE DSGN DRWN CHKD SUPV RVWD APPD ISSD

PROJECT

ID

AS CONST

REV

CD

DESIGNED BY:

DRAWN BY:

CHECKED BY:

SUBMITTED BY:

APPROVED BY:

CHIEF, CIVIL DESIGN BRANCH

CHIEF, ENGINEERING CONSTRUCTION DIVISION

SCALE: EXCEPT AS NOTED

FOSSIL AND HYDRO ENGINEERING

KENTUCKY PROJECT

TENNESSEE VALLEY AUTHORITY

BENJAMIN L. ROHRBACH P.E.

VANESSA C. BATEMAN P.G.,P.E

9 10

A

US Army Corps of Engineers

Nashville District

REVIT 2015

KENTUCKY LOCK ADDITION

DATE

US Army Corps of Engineers

Louisville District

ROBERT F. KNOX MICHAEL A. MORRISON NICOLE C. BERGER

TASK COMPLETED BY: REV. NO.

CELRL

INITIAL ISSUE

R 0

F il e

N a m e

P lo t D a te

T im e

8765432

B

C

D

E

F

G

H

A

B

C

D

E

F

REVIEWED BY: ISSUED BY:APPROVED BY:

RFK MAM NCB

7654321

DISCIPLINE

INTERFACE

As indicated

AUG 18

C U s e rs h e d d ra h D o c u m e n ts v A M A

IN

T h e d d ra h .r v t

P M

AMDT. 0003

DOOR SCHEDULE, TYPES & DETAILS

10N400-52

MPB

KDS

DAH

JUL/18

R 1

10N400-52

A

A

MAINTENANCE BUILDING

R 1

MPB DAHKDS

DOOR SCHEDULE

DOOR NO.

SINGLE/

DOUBLE TYPE

DOOR

FIRE

RATING GLAZING

FRAME

HDW

SET COMMENTS:

SIZE

MATERIAL FINISH TYPE MATERIAL FINISH

DETAILS

WIDTH HEIGHT THICKNESS HEAD JAMB SILL

101A S C 14' - 0" 14' - 0" 2" INSULATED ALUMINUM FF - MFR STEEL PAINT 1/10N400-52 4 & 5/10N400-52 8/10N400-52 INSULATED OVERHEAD COILING DOOR 101B S C 14' - 0" 14' - 0" 2" INSULATED ALUMINUM FF - MFR STEEL PAINT 1/10N400-52 4 & 5/10N400-52 8/10N400-52 INSULATED OVERHEAD COILING DOOR 101C S C 14' - 0" 14' - 0" 2" INSULATED ALUMINUM FF - MFR STEEL PAINT 1/10N400-52 4 & 5/10N400-52 8/10N400-52 INSULATED OVERHEAD COILING DOOR 101D S A 3' - 0" 7' - 0" 1 3/4" INSULATED STEEL PAINT - GL-1 1 H.M. PAINT 2/10N400-52 6/10N400-52 9/10N400-52 101E S A 3' - 0" 7' - 0" 1 3/4" INSULATED STEEL PAINT - GL-1 1 H.M. PAINT 2/10N400-52 6/10N400-52 9/10N400-52 101F S A 3' - 0" 7' - 0" 1 3/4" INSULATED STEEL PAINT - GL-1 1 H.M. PAINT 2/10N400-52 6/10N400-52 9/10N400-52 102 S A 3' - 0" 7' - 0" 1 3/4" INSULATED STEEL PAINT - GL-1 1 H.M. PAINT 3/10N400-52 7/10N400-52 10/10N400-52 103 S B 3' - 0" 7' - 0" 1 3/4" INSULATED STEEL PAINT - 1 H.M. PAINT 3/10N400-52 7/10N400-52 10/10N400-52 104 D B 6' - 0" 7' - 0" 1 3/4" INSULATED STEEL PAINT - 1 H.M. PAINT 3/10N400-52 7/10N400-52 10/10N400-52

1/4" = 1'-0"

FRAMES TYPES

1/4" = 1'-0"

DOOR TYPES

1 1/2" = 1'-0"3 HEAD DETAIL

1 1/2" = 1'-0"7 JAMB DETAIL

1 1/2" = 1'-0"1 HEAD DETAIL

1 1/2" = 1'-0"5 JAMB DETAIL

1 1/2" = 1'-0"9 SILL DETAIL

1 1/2" = 1'-0"8 SILL DETAIL

GENERAL NOTES - DOORS

1 REFER TO FINISH AND COLOR SCHEDULES FOR DOOR AND FRAME FINISHES.

2 REFER TO SPECIFICATION 08 11 13 FOR MORE INFORMATION REGARDING INSULATED/NON-INSULATED

STEEL DOORS.

3 REFER TO SPECIFICATION 08 71 00 FOR DOOR HARDWARE SCHEDULE AND DETAILED REQUIREMENTS.

4 DOORS WITH MFR INDICATED IN THE DOOR SCHEDULE SHALL BE PROVIDED WITH THE MANUFACTURER'S

STANDARD DOOR DETAILS.

GLAZING TYPES

GL-1 1/4" CLEAR GLASS

GL-2 TRANSLUCENT FIBERGLASS PANELS

1 1/2" = 1'-0"2 HEAD DETAIL

1 1/2" = 1'-0"4 JAMB DETAIL

1 1/2" = 1'-0"6 JAMB DETAIL

1 1/2" = 1'-0"10 SILL DETAIL

8" CONCRETE

MASONRY UNIT (CMU),

SEE STRUCTURAL

8'

8" A

.F .F

8" CONCRETE MASONRY UNIT

(CMU), SEE STRUCTURAL

8'

8" A

.F .F

6" METAL STUD @ 16" O.C.

8" CONCRETE MASONRY UNIT

(CMU); EXTERIOR WALL, SEE

STRUCTURAL

8'

8" A

.F .F

4" METAL STUD @ 16" O.C.

5/8" MOISTURE RESISTANT

GYPSUM BOARD

TYPE 'A' TYPE 'B' TYPE 'C'

4" RUBBER WALL BASE,

ADHERED TO GYPSUM

BOARD WALL ALL

SURFACES (NOT TO CMU),

COLOR TO MATCH WALL.

4" RUBBER WALL BASE,

ADHERED TO GYPSUM

BOARD WALL ALL

SURFACES (NOT TO CMU),

COLOR TO MATCH WALL.

5/8" MOISTURE RESISTANT

GYPSUM BOARD

1x (NOM.) FINISH TRIM AS

SHOWN, FILL FASTENER

HOLES, SAND, PRIME, PAINT

(COLOR TO MATCH WALL)

1x2 (NOM.) FINISH TRIM, FILL

FASTENER HOLES, SAND,

PRIME, PAINT (COLOR TO

MATCH WALL)

CONTINUOUS BEAD OF CAULK

GALVANIZED METAL L-BEAD,

MUD, SAND, PAINT (WALL

TERMINATES AT UNDERSIDE

OF STEEL DECK).

CONTINUOUS

SEALANT

CONTINUOUS

SEALANT

3' - 6"

2'

6"

A.

F.

F.

2' - 6"

1'

4" 7'

4"

A .F

.F

B

STEEL LOUVER

C

STEEL LOUVER

A

INSULATED TRANSLUCENT

FIBERGLASS PANELS

(GL-2)

39' - 0"

A.

F.

F.

STEEL FRAMING PER PEMB MFR,

SEE STRUCTURAL

INSULATED METAL WALL PANEL

& SILL CLOSURE STRIP

WOOD BLOCKING/SHIM

CONTINUOUS STEEL ANGLE, 2"x2"x1/8"

SPRAY POLYURETHANE FOAM

INSULATION FOR AIR BARRIER

MECHANICAL LOUVER W/ REMOVABLE

BIRD SCREEN, SEE MECHANICAL

CONTINUOUS BACKER ROD & SEALANT

CONTINUOUS COUNTER FLASHING

STEEL FRAMING PER PEMB MFR,

SEE STRUCTURAL

INSULATED METAL WALL PANEL

& JAMB CLOSURE STRIP

CONTINUOUS BACKER ROD & SEALANT

CONTINUOUS STEEL ANGLE, 2"x2"x1/8"

SPRAY POLYURETHANE FOAM

INSULATION FOR AIR BARRIER

MECHANICAL LOUVER W/ REMOVABLE

BIRD SCREEN, SEE MECHANICAL

WOOD BLOCKING/SHIM

CONTINUOUS COUNTER FLASHING

STEEL FRAMING PER PEMB MFR,

SEE STRUCTURAL

INSULATED METAL WALL PANEL

(R-21 MIN) (X3) OVER STEEL GIRTS

CONTINUOUS BACKER ROD & SEALANT

CONTINUOUS STEEL ANGLE, 2"x2"x1/8"

METAL PANEL CLOSURE STRIP

SPRAY POLYURETHANE FOAM

INSULATION FOR AIR BARRIER

MECHANICAL LOUVER W/ REMOVABLE

BIRD SCREEN, SEE MECHANICAL

WOOD BLOCKING/SHIM

INSULATED METAL WALL PANEL

CONTINUOUS BEAD OF SEALANT,

ENTIRE PERIMTER

SPRAY POLYURETHANE FOAM

FOR AIR BARRIER

STEEL FRAMING PER PEMB MFR,

SEE STRUCTURAL

EXHAUST FAN, SEE MECHANICAL

SPRAY POLYURETHANE FOAM

INSULATION FOR AIR BARRIER

PREFINISHED METAL EAVE TRIM (X5) W/ CONT.

BEAD OF NON-CURRING BUTYL SEALANT @

TRANSLUCENT FIBERGLASS WINDOW UNIT

WOOD BLOCKING/SHIM PER MFR

EAVE STRUT PER PEMB MFR,

SEE STRUCTURAL

INSULATED TRANSLUCENT

FIBERGLASS WINDOW UNIT (X8)

INSULATED METAL ROOF PANEL

(R-21 MIN) (X4) ON STEEL PURLINS

PREFINISHED METAL GUTTER

INSULATED TRANSLUCENT

FIBERGLASS WINDOW UNIT (X8)

CONTINUOUS PRESSURE

TREATED WOOD BLOCKING

PREFINISHED METAL BASE

FLASHING W/ CONTINUOUS CLEAT

(X5)

3" RIGID INSULATION (R-18 MIN)

M

IN3"

1"

CONTINUOUS BACKER ROD & SEALANT

STEEL GIRT PER PEMB MFR,

SEE STRUCTURAL

4" SMOOTH FACE CONCRETE MASONRY

UNIT (CMU) VENEER, TOP COURSE (X1)

AIR & VAPOR BARRIER

WOOD BLOCKING/SHIM PER MFR

STEEL CHANNEL, SEE STRUCTURAL

STEEL FRAMING PER PEMB MFR,

SEE STRUCTURAL

INSULATED METAL WALL PANEL

(R-21 MIN) (X3) OVER STEEL GIRTS

AIR & VAPOR BARRIER

CONTINUOUS STEEL ANGLE, 2"x2"x1/8"

SPRAY POLYURETHANE FOAM

INSULATION FOR AIR BARRIER

WOOD BLOCKING/SHIM PER MFR

CONTINUOUS BACKER ROD & SEALANT

INSULATED TRANSLUCENT

FIBERGLASS WINDOW UNIT (X8)

PREFINISHED JAMB TRIM PER PEMB MFR

REV.

NO.

DATE DSGN DRWN CHKD SUPV RVWD APPD ISSD

PROJECT

ID

AS CONST

REV

CD

DESIGNED BY:

DRAWN BY:

CHECKED BY:

SUBMITTED BY:

APPROVED BY:

CHIEF, CIVIL DESIGN BRANCH

CHIEF, ENGINEERING CONSTRUCTION DIVISION

SCALE: EXCEPT AS NOTED

FOSSIL AND HYDRO ENGINEERING

KENTUCKY PROJECT

TENNESSEE VALLEY AUTHORITY

BENJAMIN L. ROHRBACH P.E.

VANESSA C. BATEMAN P.G.,P.E

9 10

A

US Army Corps of Engineers

Nashville District

REVIT 2015

KENTUCKY LOCK ADDITION

DATE

US Army Corps of Engineers

Louisville District

ROBERT F. KNOX MICHAEL A. MORRISON NICOLE C. BERGER

TASK COMPLETED BY: REV. NO.

CELRL

INITIAL ISSUE

R 0

F il e

N a m e

P lo t D a te

T im e

8765432

B

C

D

E

F

G

H

A

B

C

D

E

F

REVIEWED BY: ISSUED BY:APPROVED BY:

RFK MAM NCB

7654321

DISCIPLINE

INTERFACE

As indicated

AUG 18

C U s e rs h e d d ra h D o c u m e n ts v A M A

IN

T h e d d ra h .r v t

P M

AMDT. 0003

WINDOW/LOUVER SCHEDULES,

ELEVATIONS & DETAILS AND

PARTITION TYPES

10N400-53

MPB

KDS

DAH

JUL/18

R 1

10N400-53

A

A

MAINTENANCE BUILDING

R 1

MPB DAHKDS

INTERIOR PARTITION SCHEDULE

WALL

TYPE DESCRIPTION

A 8" CMU

B 8" CMU BEHIND 6" METAL STUD WITH 5/8" MOISTURE RESISTANT GYPSUM BOARD

C

GENERAL NOTES - INTERIOR PARTITIONS

1 INTERIOR PARTITIONS ARE DIMENSIONED IN PLAN FROM THE FACE OF GWB, UNO

PROVIDE PLATE BLOCKING AT WALL MOUNTED FIXTURES, INCLUDING BUT NOT LIMITED TO: TOILET, GRAB BARS, ETC.. COORDINATE WITH DRAWINGS

FOR LOCATIONS. BLOCKING DESIGN SHALL RESIST 250 LBS.

APPLIED IN ANY DIRECTION AS DIRECTED BY ABA.

3 PROVIDE 5/8" " TYPE X " GYPSUM BOARD, TYPICAL, UNO

4 PROVIDE MOISTURE RESISTANT GYPSUM BOARD, IN LIEU OF " TYPE X " GYPSUM BOARD ON ALL PLUMBING WALLS BEHIND PLUMBING FIXTURES.

5 ALL STUD PARTITINONS SHALL BE BRACED AS NECESSARY

1" = 1'-0"

INTERIOR WALL TYPES

WINDOW/LOUVER SCHEDULE

MARK

R.O.

DESCRIPTION

FRAME GLAZING DETAILS

COUNT COMMENTSWIDTH HEIGHT FINISH MATERIAL TYPE THICKNESS HEAD JAMB SILL

A 48' - 0" 10' - 0" INSULATED GLAZING PANEL FF ALUM GL-2 2-3/4" 5 6 7 2 REFER TO SPEC 08 45 23.00 48

B 3' - 6" 2' - 6" MECHANICAL LOUVER PNT STEEL 1 2 3 2

C 2' - 6" 1' - 4" MECHANICAL LOUVER PNT STEEL 1 2 3 1

1/4" = 1'-0"

WINDOW/LOUVER TYPES

1 1/2" = 1'-0"3 SILL DETAIL

1 1/2" = 1'-0"2 JAMB DETAIL

1 1/2" = 1'-0"1 HEAD DETAIL

1 1/2" = 1'-0"4 EXHAUST FAN DETAIL

GLAZING TYPES

GL-1 1/4" CLEAR GLASS

GL-2 TRANSLUCENT FIBERGLASS PANELS

GENERAL NOTES - WINDOWS

1 REFER TO PLAN SHEETS FOR WINDOW LOCATIONS.

2 REFER TO ELEVATIONS FOR EXTERIOR FINISH SCHEDULE.

1 1/2" = 1'-0"5 HEAD DETAIL

1 1/2" = 1'-0"7 SILL DETAIL

1 1/2" = 1'-0"6 JAMB DETAIL

484746454443424140393837363534333231302928272625

242322212019181716151413121110987654321

484746454443424140393837363534333231302928272625

242322212019181716151413121110987654321

WHITE PLASTIC

4-PORT FACEPLATE

CAT. 6

BLUE RJ45

JACK (TYP)

FOR DATA

# - DENOTES

NUMBER OF

DATA/VOICE

RJ45 JACKS#D/#V

CAT. 6

WHITE RJ45

JACK FOR

VOICE

1U 24 PORT CAT6 PATCH PANEL

1U 24 PORT CAT6 NETWORK SWITCH

UPS

1 KVA UPS 6 OUTLET RACK

MOUNT POWER STRIP

W

AL

L

(3) 2-INCH CONDUITS,

CONCRETE ENCASED. SEE

SHEET 10N400-28 FOR

CONTINUATION. SEE SHEET

10N400-29 FOR DETAIL

WALL MOUNTED

CABINET

(1) 25-PAIR COPPER PROVIDED BY

AT&T. REFER TO SITE PLAN FOR LOCATION

AND ROUTING (SHEET 10N400-28).

TO EACH DATA/VOICE

DEVICES. REFER TO

FLOOR PLANS FOR

LOCATIONS.

1U PROTECTION BLOCK

4-PAIR #24 AWG COPPER

IN 1" CONDUIT

SECURITY HEAD END EQUIPMENT (GFCI)

(1) 25-PAIR COPPER FOR TELECOM

TO LOCK OPERATIONS BUILDING.

(1) XLPO/LSZH CABLE FOR FA

TO LOCK OPERATIONS BUILDING.

12 STRAND OS1 FIBER

OPTIC IN 1" CONDUIT

TO EACH SECURITY

CAMERA JUNCTION BOX

TO FACP

110 BLOCK

BUILDING ENTRANCE PROTECTOR

(1) 2-INCH SPARE CONDUIT

WITH PULL WIRE, CONCRETE

ENCASED. SEE SHEET

10N400-28 FOR

CONTINUATION. SEE SHEET

10N400-29 FOR DETAIL

8'HX4'W AC GRADE,

VOIDE FREE FIRE

RATED PLYWOOD

BACKBOARD

ROUTE 1 INCH CONDUIT

WITH 4 PAIR #24 AWG

AND CABLING TO WALL

MOUNTED CABINET IN

OFFICE 102.

TYPICAL

WALL

OUTLET

ROUTE 1 INCH CONDUIT

WITH PULL STRING AND

CABLING TO SECURITY

HEAD END IN OFFICE 102.

TYPICAL

JUNCTION

BOX

WHITE PLASTIC

4-PORT FACEPLATE

CAT. 6

BLUE RJ45

JACK (TYP)

FOR DATA

# - DENOTES

NUMBER OF

DATA RJ45

JACKS#D

REV.

NO.

DATE DSGN DRWN CHKD SUPV RVWD APPD ISSD

PROJECT

ID

AS CONST

REV

CD

DESIGNED BY:

DRAWN BY:

CHECKED BY:

SUBMITTED BY:

APPROVED BY:

CHIEF, CIVIL DESIGN BRANCH

CHIEF, ENGINEERING CONSTRUCTION DIVISION

SCALE: EXCEPT AS NOTED

FOSSIL AND HYDRO ENGINEERING

KENTUCKY PROJECT

TENNESSEE VALLEY AUTHORITY

BENJAMIN L. ROHRBACH P.E.

VANESSA C. BATEMAN P.G.,P.E

9 10

A

US Army Corps of Engineers

Nashville District

REVIT 2015

KENTUCKY LOCK ADDITION

DATE

US Army Corps of Engineers

Louisville District

ROBERT F. KNOX MICHAEL A. MORRISON NICOLE C. BERGER

TASK COMPLETED BY: REV. NO.

CELRL

INITIAL ISSUE

R 0

F il e

N a m e

P lo t D a te

T im e

8765432

B

C

D

E

F

G

H

A

B

C

D

E

F

REVIEWED BY: ISSUED BY:APPROVED BY:

RFK MAM NCB

7654321

DISCIPLINE

INTERFACE

As indicated

C U s e rs H E D D C M K D o c u m e n ts v E M A

IN

T H E D D C M K .r v t

P M

TELECOMMUNICATIONS DETAILS

15N400-17

WCY

WCY

CMK

JUN/18

R 0

15N400-17

T

T

MAINTENANCE BUILDING

R 0

WCY CMKWCY

NTS15N400-17

1 DATA & VOICE OUTLET

NTS15N400-17

TYPICAL TELECOMMUNICATIONS DATA

OUTLET DETAIL

NTS15N400-17

TYPICAL SECURITY CAMERA

JUNCTION BOX DETAIL

NTS15N400-17

5 DATA OUTLET

NTS15N400-17

6 CAMERA DETAIL

FOR IN

FORMATIO

N O

NLY