8-13 - A1-1 - FIRST FLOOR DEMOLITION AND NEW WORK PLANS.pdf

W D

HVAC

DISPENSARY

DOWN TO

BASEMENT

UP TO

2ND FLOOR

U P

T O

N

D F

L O

O R

COSMETOLOGY

SALON

T.O.W.

9'-0" A.F.F.

T.O.W.

7'-0" A.F.F.

T.O.W.

6'-0" A.F.F.

T.O.W.

6'-0" A.F.F.

T.O.W.

7'-0" A.F.F.

T.O.W.

9'-0" A.F.F.

A4.0

A4.0

A4.1

A4.1

B C D

E

A

6' - 6" 16' - 0" 18' - 0" 18' - 0" 17' - 0" 3' - 11" 11 5/8" 4' - 11 1/8"

G

1' - 0"

1' - 0"

WAITING AREA

RECEPTION

100A

CORRIDOR

100B

CONSULTATION

100C

MANICURE/PEDICURE

AREA

100D

STORAGE

WOMEN

MEN

STAIR

D1

CORRIDOR

100E

A4.0

A4.0

EXISTING STAIR

B

EXISTING STAIR

A

EXISTING

ELEVATOR

E

A4.1

A4.1

12' - 9 7/8"

/4

1' - 1 3/8"

12' - 8 3/16"

2 1

A1

9 9 9 9 13 13

10 10 10

11 11 D1

D1.1

CUSTODIAL

S0

A5.2

A6.0

A6.0

A6.0

A5.2

A6.0

A6.0

A6.1

A5.0

A5.2

A L

IG

N

906A

906A

906A

906A

906A

5' - 0"

R

/4

2' - 9 1/2"

3' - 3" 20' - 2 1/2"

5' - 7" 11' - 11 1/2"

2' - 1" 13' - 1 1/2"

R

' - 0

R

4' - 5"

1' - 10"

/4

906.1

906.1 906.1

16' - 0" 4' - 9 7/128" 11 '- 4" +/-

R

R

2' - 10 1/2"

R

5' - 11" 15' - 0"

3' - 3" 6' - 9"

3' - 3 3/4"

2"

906.1

906.1

906.1

906A

A

A5.2

A5.2

E2

F 4' - 8 1/2" 5' - 1 1/4" 9' - 6 1/2"

/8

/2

/4

/8

A6.1

A5.2

T.O.W.

9'-11" A.F.F.

T.O.W.

9'-11" A.F.F.

T.O.W.

9'-11" A.F.F.

A7.0

T.O.W.

9'-0" A.F.F.

T.O.W.

7'-0" A.F.F.

T.O.W.

6'-0" A.F.F.

T.O.W.

7'-0" A.F.F.

4" RECESS

4"

4" RECESS

4" RECESS

4" R

E C

E S S

R

E C

E S S

EQ

EQ

3/4" PTD PLYWOOD

PILASTER OVER

PLUMBING PIPES

25252525

REMOVE ALL ITEMS

THIS ROOM IN THEIR

ENTIRETY, INCLUDING WOOD

FRAMED LOFT (EXTERIOR

WALLS, FIRST FLOOR

CONCRETE SLAB AND

2ND FLOOR STRUCTURE

TO REMAIN)

EXISTING STAIRS

TO BASEMENT TO

REMAIN, REMOVE

CARPET IN ITS ENTIRETY

CAREFULLY REMOVE EXISTING

RECEPTION DESK IN ITS ENTIRETY

DO NOT DAMAGE EXISTING

HARDWOOD FLOOR BENEATH

CAREFULLY REMOVE EXISTING FLOOR

FINISH DO NOT DAMAGE EXISTING HARDWOOD

FLOOR BENEATH

EXISTING

ELEVATOR

EXISTING STAIRS AND

RAILING TO 2ND FLOOR

TO REMAIN, HARDWOOD

TO BE REFINISHED

PORTION OF EXISTING STRUCTURAL WALL TO

BE REMOVED AS INDICATED. SHORE OPENING

IN PREPARATION FOR NEW WORK, SAW CUT

EDGES FOR A SMOOTH NEAT APPEARANCE

REFER TO STRUCTURAL DRAWINGS

REMOVE EXISTING

STOREFRONT

DOOR/TRANSOM, IN

ITS ENTIRETY

ELEVATOR DOOR AND

FRAME TO BE REMOVE

IN ITS ENTIRETY

OVERHEAD DOOR AND

ALL ASSOCIATED CONNECTIONS

TO BE REMOVED IN ITS ENTIRETY

STAIRS

TO SECOND

FLOOR TO BE

REMOVED

IN THEIR

ENTIRETY

EXISTING MINI-BLINDS ABOVE

AND ASSOCIATED CONNECTIONS

TO BE REMOVED IN THEIR ENTIRETY

CAREFULLY REMOVE EXISTING FLOOR

FINISH DO NOT DAMAGE EXISTING

HARDWOOD FLOOR BENEATH

EXISTING MINI-BLINDS ABOVE

AND ASSOCIATED CONNECTIONS

TO BE REMOVED IN THEIR ENTIRETY

EXISTING MINI-BLINDS ABOVE

AND ASSOCIATED CONNECTIONS

TO BE REMOVED IN THEIR ENTIRETY

EXISTING MINI-BLINDS ABOVE

AND ASSOCIATED CONNECTIONS

TO BE REMOVED IN THEIR ENTIRETY

REMOVE MECHANICAL

CHASE IN ITS ENTIRETY

REMOVE MECHANICAL

CHASE IN ITS ENTIRETY

EXISTING FLOOR

REGISTER TO REMAIN

TYPICAL THIS FLOOR

EXISTING FLOOR

REGISTER TO REMAIN

TYPICAL THIS FLOOR

REMOVE WOOD TRIM ON WALL,

BASE BOARD TO REMAIN,

PATCH/REPAIR AND PREP

WALL FOR NEW FINISH

REMOVE VINYL WALL

COVERING AND WOOD FRAME,

PATCH/REPAIR AND PREP

WALL FOR NEW FINISH

REMOVE WOOD TRIM ON WALL,

BASE BOARD TO REMAIN,

PATCH/REPAIR AND PREP

WALL FOR NEW FINISH

REMOVE WOOD TRIM ON WALL,

BASE BOARD TO REMAIN,

PATCH/REPAIR AND PREP

WALL FOR NEW FINISH

71' - 0" 3' - 10 5/8" +/-

EXISTING BULKHEAD

ABOVE TO REMAIN

REMOVE WALL UP TO

9'-11" A.F.F.

REMOVE ALL CEILING

FANS AND LIGHT

FIXTURES, ENTIRE

FLOOR

REMOVE ALL CEILING

FANS AND LIGHT

FIXTURES, ENTIRE

FLOOR

REMOVE EXISTING CERAMIC TILE FLOOR

FINISH AND ALL MASTIC/GROUT TO

SUBFLOOR OR JOIST BELOW, PATCH/REPAIR

WITH LIKE HARDWOOD FLOOR MATERIAL

PREP SURFACE FOR NEW FINISH

EXISTING DOOR TO REMAIN, SAND AND PREP

DOOR FOR NEW FINISH, HARDWARE TO REMAIN

PREP HARDWARE TO RECEIVE NEW FINISH

EXISTING DOOR TO BE

DEMOLISHED, PREP JAMBS

TO RECEIVE NEW HARDWARE

REMOVE EXISTING

WOOD DOOR AND

WOOD TRANSOM, IN

ITS ENTIRETY

REMOVE EXISTING

WOOD DOORS, WOOD

SIDELIGHTS AND WOOD

TRANSOM, IN ITS ENTIRETY

REMOVE EXISTING

SLOPED CONCRETE

THRESHOLD

/2

REMOVE PORTION OF EXISTING

BRICK WALL, SHORE OPENING,

REFER TO STRUCTURAL DWGS

FOR NEW LINTEL DETAILS

REMOVE PORTION OF

EXISTING BRICK WALL (ONLY

WITHIN EXISTING

BRICK INFILLED AREA) UP TO

EXISTING STONE LINTEL (TO

REMAIN)

REMOVE EXISTING STEEL

GRATE, REFER TO STRUCTURAL

DRAWINGS FOR SLAB INFILL

CAREFULLY REMOVE

PORTION OF WALL UP

TO HEIGHT OF EXISTING

BULKHEAD ABOVE

(BULKHEAD TO REMAIN)

CAREFULLY REMOVE

PORTION OF WALL UP

TO HEIGHT OF EXISTING

BULKHEAD ABOVE

(BULKHEAD TO REMAIN)

PORTION OF EXISTING STRUCTURAL WALL TO

BE REMOVED AS INDICATED. SHORE OPENING

IN PREPARATION FOR NEW WORK, SAW CUT

EDGES FOR A SMOOTH NEAT APPEARANCE

REFER TO STRUCTURAL DRAWINGS

REMOVE EXISTING

FLOOR FINISH &

ADHESIVE AND

ADHESIVE FROM WALL

EDGES DO NOT

DAMAGE EXISTING

WALL PANELS TO

REMAIN

REMOVE VINYL WALL

COVERING

PATCH AND REPAIR WALL TO LIKE NEW SURFACE

WITH LIKE MATERIALS

DEMOLITION PLAN LEGEND

OBJECT TO BE DEMOLISHED

EXISTING OBJECT TO REMAIN

EXISTING WALLS TO REMAIN

DEMOLITION GENERAL NOTES

A. ALL DEMOLITION WORK SHALL BE EXECUTED IN COMPLIANCE WITH ALL

APPLICABLE FEDERAL, STATE, AND LOCAL CODES, LAWS, AND

REGULATIONS.

B. CONTRACTOR IS TO COORDINATE ALL UTILITY DISCONNECTION WORK

PRIOR TO START OF DEMOLITION WORK.

C. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND PAYING

FOR ALL PERMITS, INSPECTIONS, TESTS, ETC. THAT MAY BE REQUIRED

FOR ALL DEMOLITION WORK.

D. CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL MEANS AND METHODS

OF ALL DEMOLITION WORK AND FOR PROVIDING ALL NECESSARY

TEMPORARY PROTECTION AS NECESSARY FOR THE SAFETY AND

STABILITY OF ALL EXISTING ELEMENTS AND STRUCTURE TO REMAIN.

E. CONTRACTOR SHALL MAINTAIN EXISTING ACCESS TO ADJACENT

PROPERTY DURING DEMOLITION/CONSTRUCTION.

F. CONTRACTOR SHALL VISIT THE SITE AND FACILITY TO VERIFY ALL

EXISTING CONDITIONS AND VERIFY THE SCOPE OF WORK INDICATED

BY ALL CONTRACT DOCUMENTS; FAILURE TO REASONABLY

DETERMINE AND/OR ANTICIPATE THE IMPACT OF THE SCOPE OF

WORK ON EXISTING CONDITIONS SHALL NOT BE JUSTIFICATION

FOR ADDITIONAL COMPENSATION; ANY DISCREPANCIES DISCOVERED

IN THE CONTRACT DOCUMENTS SHALL BE IMMEDIATELY REPORTED

TO ARCHITECT PRIOR TO SUBMISSION OF BID.

G. CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL EXISTING

FIXTURES AND EQUIPMENT THAT REMAINS WITHIN BUILDING OR ON

SITE, UNLESS NOTED OTHERWISE.

H. UNLESS NOTED OTHERWISE, ALL DEMOLISHED MATERIAL AND

EQUIPMENT IS TO BECOME THE PROPERTY OF THE CONTRACTOR

AND SHALL BE REMOVED FROM THE SITE IN A MANNER THAT IS SAFE

AND COMPLIANT WITH MUNICIPAL, STATE, AND FEDERAL

REGULATIONS; NO ON-SITE SALE OF MATERIALS IS ALLOWED.

I. CONTRACTOR SHALL PROVIDE ADEQUATE PROTECTION AGAINST

WEATHER INFILTRATION AND CONSTRUCTION ACTIVITIES FOR ALL

EXISTING CONSTRUCTION TO REMAIN DURING THE DEMOLITION AND

CONSTRUCTION PROCESS TO PREVENT DAMAGE TO EXISTING

FINISHES OR MATERIALS THAT ARE TO REMAIN.

J. ALL DEMOLITION WORK PERFORMED IN EXCESS OF THAT INDICATED

ON PLANS AND ANY DAMAGE TO EXISTING-TO-REMAIN

CONSTRUCTION SHALL BE PATCHED, REPAIRED, AND/OR REPLACED

TO "LIKE-NEW" CONDITION AT CONTRACTOR'S EXPENSE.

K. ALL INFILL OR REPLACEMENT WORK SHALL MATCH EXISTING

CONDITIONS IN MATERIALS, CONSTRUCTION, AND FINISH, UNLESS

SPECIFICALLY NOTED ELSEWHERE IN THE DEMOLITION

DOCUMENTS; MATERIAL NOT SPECIFICALLY SPECIFIED SHALL BE

EQUAL IN QUALITY TO EXISTING MATERIAL OR LIKE KIND;

GUARANTEE ALL WORKMANSHIP, MATERIAL, AND PERFORMANCE FOR

A PERIOD OF ONE (1) YEAR FROM DATE OF ACCEPTANCE (UNLESS

OTHERWISE NOTED).

L. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION AND REMOVAL OF ALL

COMPONENTS IN SUCH A WAY AS TO NOT DAMAGE OR OTHERWISE

COMPROMISE EXISTING STRUCTURE-TO-REMAIN.

M. NOTIFY ARCHITECT AND STRUCTURAL ENGINEER REGARDING

PRE-EXISTING OR CONCURRENT COMPROMISED CONDITIONS

(INCLUDING EXCESSIVE CORROSION, WARPING, OR DEFLECTION)

THAT IS OBSERVED IN EXISTING STRUCTURE-TO-REMAIN (INCLUDING,

BUT NOT LIMITED TO, STEEL DECK, JOISTS, BEAMS, AND COLUMNS).

NEW WORK GENERAL NOTES

A. ALL WALLS ARE FULL HEIGHT, U.N.O. (REFER TO WALL TAG WITH

HEIGHT INDICATED OR TOP OF WALL DELINEATION.

B. PROVIDE GYPSUM BOARD CONTROL JOINTS EVERY 30 FEET MINIMUM.

C. REFER TO ENLARGED PLANS FOR ADDITIONAL DETAILING OR

DIMENSIONING NOT SHOWN THIS SHEET. REFER TO SHEET A0.1 FOR

WALL TYPES.

D. REFER TO A6 SERIES SHEETS FOR ENLARGED PLANS AND

CORRESPONDING INTERIOR ELEVATIONS.

E. REFER TO A7 SERIES SHEETS FOR DOOR AND WINDOW SCHEDULES,

ELEVATIONS AND DETAILS.

F. REFER TO A8 SERIES SHEETS FOR FLOOR FINISH PLANS, SCHEDULES

AND DETAILS.

G. ALL DIMENSIONS ARE FROM EXISTING FACE OF WALL TO FACE OF

STUD, OR FROM OUTSIDE FACE OF STUD TO OUTSIDE FACE OF STUD,

U.N.O.

H. PATCH EXISTING WOOD FLOOR WITH LIKE MATERIALS WHERE

DAMAGED BY DEMOLITION APPROX. 15% OF ENTIRE FLOOR SQUARE

FOOTAGE.

J. ALL EXISTING WOOD BASE BOARDS TO REMAIN, U.N.O.

K. SALVAGE ALL DEMOLISHED WOOD BASE BOARDS FOR REUSE IN THIS

PROJECT.

NEW WORK CODED NOTES

1. PATCH EXISTING WOOD FLOOR WITH LIKE MATERIALS AND LIKE

FLOOR PATTERN & DIRECTION. SAND AND PREP FLOOR TO RECEIVE

NEW FINISH.

2. NEW STEEL COLUMN AND BEAM ABOVE TO REMAIN EXPOSED.

REFER TO STRUCTURAL DRAWINGS. PATCH EXISTING WOOD FLOOR

WITH LIKE MATERIALS AND LIKE FLOOR PATTERN & DIRECTION. S

AND AND PREP FLOOR TO RECEIVE NEW FINISH

3. CURTAIN AND ROD, REFER TO DETAILS.

4. CUSTOM WOOD SHELVES, REFER TO DETAILS.

5. FURR OUT EXISTING BRICK WALL WITH 5/8" GYPSUM WALL BOARD

OVER 7/8" GALV. METAL HAT CHANNELS @ 16" O.C.

6. NOT USED.

7. TACK SURFACE COVERING WALL TO WALL, BASEBOARD TO CEILING.

BASIS OF DESIGN: TAC-WALL by WALL TALKERS.

8. TRANSOM WINDOW SHADES ABOVE. REFER TO SPECIFICATIONS.

9. PROVIDE MANUAL WINDOW SHADES. REFER TO SPECIFICATIONS.

10. EXISTING GLASS BLOCK WINDOWS, NO WINDOW SHADES.

11. INFILL EXTERIOR WALL, REFER TO DETAILS.

12. INFILL WALL, REFER TO DETAILS.

13. EXISTING FLOOR REGISTERS TO BE REMOVED CLEANED, SANDED

TO RECEIVE NEW FINISH, REGISTERS TO BE LEFT CLOSED, INFILLED

WITH BATT INSULATION AND RETURNED TO FLOOR.

X

14. ROUGH-IN FOR OWNER SUPPLIED PANEL TV.

15. CUSTOM RECEPTION DESK, REFER TO DETAILS.

16. ALIGN NEW WALL WITH FACE OF BULKHEAD ABOVE.

17. SEMI-RECESSED FIRE EXTINGUISHER CABINET AND FIRE

EXTINGUISHER.

18. CLEAR LEXAN (POLYCARBONATE CORNER GUARD, 1 1/8" x 1 1/8"x 48"

MOUNTED ABOVE WOOD BASEBOARD.

19. EXTEND 5/8" GWB UP AND OVER WALL.

20. EXISTING FRAMED OPENING, PATCH AND REPAIR WOOD FRAME TO

MATCH DOOR 101, PREP OPENING TO RECEIVE NEW WOOD DOOR AND

HARDWARE. (PAINT).

21. EXISTING WOOD DOOR, WOOD FRAME AND HARDWARE TO REMAIN,

REMOVE EXISTING HARDWARE, REFINISH AND RE-INSTALL.

22. EXISTING KNOX BOX TO REMAIN.

23. REMOVED EXISTING PLYWOOD INFILL. INFILL EXISTING MASONRY

OPENING WITH BRICK TO MATCH EXISTING, SIMILAR TO DETAIL 5/A5.2.

24. PROVIDE RAMPED WOOD THRESHOLD (STAINED TO MTCH NEW FLR.)

25. WOOD PLINTH COVER AT BASE OF STEEL COLUMNS, STAIN TO MTCH FLR.

C

COMMONWEALTH

T

R E

R

A

H C

I

N K

E

UT

OF

B

3 87

I

R E

G

No.

TS E

NT U

C E

YK T

N E R

D

ER

RB

APPROVED FOR PROGRAM CONCEPT ONLY

APPROVED FOR PROGRAM CONCEPT ONLY

DATE

DATE

ENGINEERING

DIVISION OF

AGENCY

AUTHORIZED AGENT

FOR INTENT ONLY

DIV. OF ENGR.

REVIEWED

ENGR. ACCT. NO.

DRAWING NO.

DATE

A&E FILE NO.

CHECKED BY

SHEET DRAWN BY

RECORD DATE

DATEREVISIONS

COMMONWEALTH OF KENTUCKY

FINANCE AND ADMINISTRATION CABINET

DEPARTMENT FOR FACILITIES MANAGEMENT

DIVISION OF ENGINEERING

FRANKFORT, KENTUCKY

/5

/2

:5 :5

P

M C

U s e rs

\R H in s o n \D o c u m e n ts

\1

G

C T

C

A b o d e B u il d in g R e n o v a ti o n rh in s o n .r v t

A1.1

FIRST FLOOR DEMOLITION AND

NEW WORK PLANS

470-C5N5-NC11-01

GATEWAY URBAN CAMPUS

09/25/14

201114.02

BB

REH

PROFESSIONAL SERVICES CLASSROOM CENTER

438-440 Scott St., Covington, KY 41011

SCALE: 1/4" = 1'-0"A1.1

2 FIRST FLOOR - NEW WORK

SCALE: 1/4" = 1'-0"A1.1

1 FIRST FLOOR - DEMOLITION

NORTH

PLAN

NORTH

PLAN

AS-BUILT

12-18-15

RECORD DRAWINGS

THESE RECORD DRAWINGS HAVE BEEN PREPARED IN PART, ON THE BASIS OF INFORMATION COMPILED BY OTHERS. THE ARCHITECT/ENGINEER HAS NOT VERIFIED THE ACCURACY OR COMPLETENESS OF THE INFORMATION, AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE

INCORPORATED AS A RESULT OF ERRONEOUS INFORMATION PROVIDED BY OTHERS.