14-15 - A1-3 - THIRD FLOOR DEMOLITION AND NEW WORK PLANS.pdf

CLIENT MASSAGE

301D

CLIENT MASSAGE

301E

CLIENT MASSAGE

301C

CLIENT MASSAGE

301B

CLIENT MASSAGE

301A

121110987

6 5 4 3 2 1

OFFICE

302C

STORAGE

STAIR

D3

MASSAGE

CLINICAL LAB

BRANDING WALL

WOMEN

10' - 0" (TYP.)

DOWN TO

2ND FLOOR

D O

W N

T O

N

D F

L O

O R

LOBBY

HARDWOOD

CORRIDOR

MEN

A4.0

A4.0

A4.1

A4.1

G

A4.0

A4.0

EXISTING STAIR

C3

LINENS

301F

CORRIDOR

300A

CLOSET

EXISTING

ELEVATOR

E

A4.1

A4.1

HVAC

302A

ROOF ACCESS

302B

906A

906A

906A

906A

906A

906A

906A

906A

906A

906RA906RA

901RA

906A

906A

906A906A

906A

906A

906A

906A

906A

906A

906A

906A

906A

906A

906A

906A

906A

906A

923A

7 6 6

6 5

S0

7 7

7666666666

3 3

3 3

3 3

3 3

3 3

10' - 0" (TYP.)

4 4

301D

301E

301C

301B 301A

C3

D3

302C

12' - 0" 4' - 8" 2' - 3" 10' - 8" 12' - 3" 16' - 7 1/2"

16' - 6" 9' - 0" 8' - 11"

45.00°

A L

IG

N

2' - 0"

9' - 0"

A6.0

A6.0

A6.0

/8

/8

2' - 10 1/4" 5' - 11 1/4" +/- 8' - 11"

/2

/8

2' - 4 1/2" 9' - 4 3/8"

/8

28' - 3" 4' - 8" 4' - 0" 4" 6' - 3" 8' - 9" 3 1/2" 4' - 0" 10' - 5 1/8"

9 1/2" 1' - 2"

5"

10"

A6.0

A6.0

A6.0

A6.0

30O.H.

A6.0

A6.1

A6.1

A5.0

A5.2

/8

/8

/8

/4

/8

A5.2

A5.2

A5.2

A5.2

F

E Q

E Q

F

906A906A906A923

923A

906A

923A

115.0 0°

302B302A

923A

12 12

A6.0

A6.1

15A

/4

/4

A5.2

PR-012r2

36" min.

PLASTER/INSULATION COLLAPED

DURING DEMOLITION, AREA WAS

PREPARED WITH NEW INSULATION

AND GYPSUM BOARD, PAINTED

REMOVE WALL PARTITIONS, DOORS

& FRAMES FULL HEIGHT (TYPICAL),

SALVAGE ALL WOOD BASEBOARDS

AND SHOE MOLDING FOR REUSE

REMOVE WALL PARTITIONS, DOORS

& FRAMES FULL HEIGHT (TYPICAL)

SALVAGE ALL WOOD BASEBOARDS

AND SHOE MOLDING FOR REUSE

REMOVE WALL PARTITIONS, DOORS

& FRAMES FULL HEIGHT (TYPICAL)

SALVAGE ALL WOOD BASEBOARDS

AND SHOE MOLDING FOR REUSE

REMOVE EXISTING

STAIRWELL AND ALL

ITS COMPONENTS IN

ITS ENTIRETY

EXISTING

ELEVATOR

FIELD VERIFY EXISTING STAIR B

TO REMAIN, CAREFULLY

DEMOLISH WALL AROUND

AS INDICATED.

REMOVE PORTION OF EXISTING

PARTITION WALL AS INDICATED

SALVAGE ALL WOOD BASEBOARDS

AND SHOE MOLDING FOR REUSE

REMOVE WALL PARTITIONS, DOORS

& FRAMES FULL HEIGHT (TYPICAL)

SALVAGE ALL WOOD BASEBOARDS

AND SHOE MOLDING FOR REUSE

STRUCTURAL

BULKHEAD

ABOVE TO

REMAIN

REMOVE WINDOW

FRAME/STOPS, PREP

OPENING TO

RECEIVE NEW

WINDOW

EXISTING WOOD

FLOOR TO REMAIN

PREP FOR NEW FINISH

REMOVE CARPET IN

ITS ENTIRETY, PREP

FLOOR AND WOOD

BASEBOARDS TO RECEIVE

NEW FINISH

REMOVE PORTION OF

FLOOR AND JOISTS FOR

NEW HVAC CHASE,

COORDINATE WITH

STRUCTURAL DRAWINGS

SHORE OPENING

DEMOLISH EXISTING CEILING IN ITS

ENTIRETY INCLUDING BULKHEADS,

CEILING FANS AND LIGHT FIXTURES,

UP TO EXISTING ROOF JOISTS,

INCLUDING LAYER OF PLASTER/LATHE

ABOVE - TYPICAL ENTIRE FLOOR

(DO NOT REMOVE STRUCTURAL

MEMBERS SUPPORTING ROOF ABOVE

INFORM ARCHITECT OF CONDITIONS

FOUND AFTER REMOVAL OF CEILING)

REMOVE RAISED FLOOR

AND CARPET IN

ITS ENTIRETY, PREP

FLOOR AND WOOD

BASEBOARDS TO RECEIVE

NEW FINISH

REMOVE WALL PARTITIONS, DOORS

& FRAMES FULL HEIGHT (TYPICAL),

SALVAGE ALL WOOD BASEBOARDS

AND SHOE MOLDING FOR REUSE

CAREFULLY REMOVE WALL

FINISH TO REVEAL EXISTING

BRICK WALL, BRICK WALL

TO REMAIN

REMOVE WALLCOVERING

IN ITS ENTIRETY PREP

SURFACE FOR NEW FINISH

REPAIR WOOD

FLOOR WITH

LIKE MATERIALS

SAND EXISTING

WOOD TRIM @

WINDOWS, PREP

FOR NEW FINISH

BOTTOM SASH

GLAZING FAILURE

REMOVE SASH TO

REPAIR

BOTTOM SASH

GLAZING FAILURE

REMOVE SASH TO

REPAIR

BOTTOM SASH

GLAZING FAILURE

REMOVE SASH TO

REPAIR, REPAIR

TRIM, PREP FOR

NEW FINISH

BOTTOM SASH

GLAZING FAILURE

REMOVE SASH TO

REPAIR, REPAIR

TRIM, PREP FOR

NEW FINISH

REPAIR TRIM,

PREP FOR NEW

FINISH

BOTTOM AND UPPER

SASH GLAZING

FAILURE, REMOVE

SASH TO REPAIR,

REPAIR TRIM, PREP

FOR NEW FINISH

EXISTING FIRE ESCAPE TO BE REMOVED IN

IT'S ENTIRETY, PATCH AND REPAIR HOLES

IN MASONRY WALL WITH LIKE MATERIALS

EXISTING FIRE ESCAPE TO BE REMOVED IN

IT'S ENTIRETY, PATCH AND REPAIR HOLES

IN MASONRY WALL WITH LIKE MATERIALS

REPAIR WALL TO LIKE

NEW CONDITION

WITH LIKE MATERIALS

WHERE EXISTING

WALL WAS REMOVED,

REPAIR WALL TO LIKE

NEW CONDITION

WITH LIKE MATERIALS

WHERE EXISTING

WALL WAS REMOVED,

REPAIR WALL TO LIKE

NEW CONDITION

WITH LIKE MATERIALS

WHERE EXISTING

WALL WAS REMOVED,

REPAIR WALL TO LIKE

NEW CONDITION

WITH LIKE MATERIALS

WHERE EXISTING

WALL WAS REMOVED,

REPAIR WALL TO LIKE

NEW CONDITION

WITH LIKE MATERIALS

WHERE EXISTING

WALL WAS REMOVED,

REPAIR WALL TO LIKE

NEW CONDITION

WITH LIKE MATERIALS

WHERE EXISTING

WALL WAS REMOVED,

REPAIR WALL TO LIKE

NEW CONDITION

WITH LIKE MATERIALS

WHERE EXISTING

WALL WAS REMOVED,

REPAIR WALL TO LIKE

NEW CONDITION

WITH LIKE MATERIALS

WHERE EXISTING

WALL WAS REMOVED,

REPAIR WALL TO LIKE NEW CONDITION

WITH LIKE MATERIALS WHERE EXISTING

WALL WAS REMOVED,

BEAD BOARD

CEILING

REMOVED

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.

NEW WORK CODED NOTES

1. GALVANIZED SHIPS LADDER TO ROOF HATCH, REFER TO

SPECIFICATIONS AND DETAILS. (inside clear width 30" x length 60")

2. 5/8" GYPSUM WALL BOARD OVER 7/8" METAL HAT CHANNEL

FURRING.

3. CONTINUOUS PRIVACY CURTAIN AND TRACK, REFER TO S

PECIFICATIONS AND DETAILS.

4. "SOLATUBE" SKYLIGHTS ABOVE, REFER TO DETAILS.

5. EXISTING STAIR ENCLOSURE TO REMAIN.

6. PROVIDE MANUAL BLACK OUT SHADES, REFER TO SPECIFICATIONS.

7. PROVIDE MANUAL WINDOW SHADES, REFER TO SPECIFICATIONS.

8. FROST FILM ON EXISTING WINDOW GLAZING.

9. REPAIR WALL SURFACE TO RECEIVE PAINT, LEVEL 5 FINISH.

10. NEW WINDOW IN EXISTING MASONRY OPENING, TO MATCH EXISTING

BUILDING WINDOW STYLE, GLAZING TO BE FROSTED.

11. RECESSED FIRE EXTINGUISHER CABINET AND FIRE EXTINGUISHER.

12. DECORATIVE PAINTED WOOD FRAMED WALL HUNG MIRROR 18X64.

13. 5/8" GYPSUM WALL BOARD OVER 2 1/2" METAL STUD FURRING.

14. EXTEND EXISTING WALLS FULL HEIGHT TO DECK ABOVE, USE TYPE 'X'

5/8" GYP. BD. OVER 3 5/8" METAL STUDS @ 16" O.C.

X

C

COMMONWEALTH

T

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OF

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3 87

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No.

TS E

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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

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U s e rs

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

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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

A1.3

THIRD 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"A1.3

2 THIRD FLOOR - NEW WORK

SCALE: 1/4" = 1'-0"A1.3

1 THIRD 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.