11-12 - A1-0 - BASEMENT DEMOLITION AND NEW WORK PLANS.pdf

EXISTING

ELEVATOR

EXISTING

ELEVATOR

MACHINE

ROOM

EXISTING

MECHANICAL ROOM

EXISTING

STORAGE

EXISTING STAIRS EXISTING COLUMNS AND BEAM ABOVE - TO REMAIN

EXISTING COLUMNS AND BEAM ABOVE - TO REMAIN

EXISTING FLOOR

DRAIN TO REMAIN

REMOVE EXISTING

COLUMN AND

BEAM ABOVE IN

THEIR ENTIRETY

REMOVE EXISTING

WALL IN ITS ENTIRITY

REMOVE CARPET FROM

STAIR TREADS & RISERS

EXISTING

HVAC

REMOVE EXISTING VCT

AND PREP EXISTING

CONCRETE FLOOR TO

RECEIVE NEW FINISH

PREP EXISTING FLOOR

JOISTS ABOVE AND ALL

REMAINING PIPES/HVAC

EQUIPMENT TO REMAIN TO

RECEIVE NEW FINISH

DEMOLITION LIMITS

D E

M O

L

IT

IO

N

L

IM

IT

S

D E

M O

L

IT

IO

N

L

IM

IT

S

PREP EXISTING STONE

WALL SURFACE TO

RECEIVE NEW PAINT FINISH

PREP EXISTING

STONE WALL

SURFACE TO

RECEIVE NEW

PAINT FINISH

REMOVE PORTION OF

EXISTING WOOD BASE

APPROX.

10' - 7 7/8"

4' - 0 1/4" +/-

REMOVE PORTION OF EXISTING STONE WALL

COMPLETELY, REMOVE EXISTING STEEL

LINTEL, SHORE OPENING IN PREPARATION

FOR NEW WORK, SAW CUT EDGES FOR A

SMOOTH NEAT APPEARANCE

NO WORK THIS AREA

REMOVE PORTION OF

EXISTING STONE WALL

COMPLETELY, SHORE

OPENING IN PREPARATION

FOR NEW WORK, SAW CUT

EDGES FOR A SMOOTH

NEAT APPEARANCE

PREP EXISTING

STONE WALL

SURFACE TO

RECEIVE NEW

PAINT FINISH

26' - 7" +/- 14' - 0" +/-

/2

9' - 7" +/-

EXISTING

SLAB/FOUNDATION

WALL ABOVE

EXISTING

SLAB/FOUNDATION

WALL ABOVE

STUDENT LOUNGE

EXISTING STORAGE

EXISTING

MECHANICAL

ROOM

A4.0

A4.0

A4.1

A4.1

B C D EA G

E Q

E Q

1' - 8"

9' - 0" 14' - 0"

5' - 0" M.O. 9' - 0"

3' - 4" 8"

6' - 6"

6"

EXISTING

ELEVATOR

MACHINE ROOM

A4.0

A4.0

EXISTING STAIR

A

EXISTING

ELEVATOR

E

A4.1

A4.1

923A

906A906A

906A

906A

906A

906A

3 2

5 5 5

S0

S0

A6.0

A6.0

E2

E2

F

1' - 0"

12" CMU

WALL INFILL

12" CMU

WALL INFILL

12" CMU

WALL INFILL

12" CMU WALL INFILL, REFER TO

STRUCTURAL DRAWINGS

SEE STRUCTURAL DETAIL FOR

WALL ALIGNMENT WITH EXISTING

STRUCTURE

SPRAY APPLIED WATERPROOFING MEMBRANE:

OVERSPRAY AT EXISTING WALLS, ADJACENT

TO CMU, TYPICAL

SPRAY APPLIED WATERPROOFING

MEMBRANE:

EXTEND TO MID-RISE PORTION OF

CMU WALL THIS AREA, FULL HEIGHT

EACH END OF NEW WALL

SPRAY APPLIED WATERPROOFING

MEMBRANE:

EXTEND FULL HEIGHT OF NEW WALL

AND OVERSPRAY @ EACH ENDS

MOISTURE & MOLD

RESISTANT

GYPSUM BOARD

MOISTURE & MOLD

RESISTANT

GYPSUM BOARD

PROVIDE INFILL AT EXISTING COAL SHOOT.

REMOVE EXISTING STEEL ACCESS DOOR

AT SIDEWALK, FILL HOLE WITH LEANCRETE

CONCRETE AND TOP WITH 4" THICK SIDEWALK

GRADE CONFRETE AND EXPANSION JOINT

MATERIAL.

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. PROVIDE EPOXY FLOOR FINISH, WITH SLIP RESISTANT SURFACE..

2. TUCKPOINT MISSING SECTIONS OF EXISTING STONE WALL.

3. EXISTING MASONRY WALL TO REMAIN EXPOSED, PAINT.

4. NEW DOUBLE TIERED METAL LOCKERS (12X18), REFER TO

SPECIFICATIONS.

5. VENDING MACHINES, N.I.C.

6. CASEWORK: SOLID SURFACE COUNTERTOP/ SIDE/BACKSPLASH,

PLASTIC LAMINATE BASE CABINET. REFER TO INTERIOR ELEVATIONS

FOR FINISHES, PROVIDE POWER FOR MICROWAVE.

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

BASIS OF DESIGN: TAC-WALL by WALLTALKERS.

8. NEW CONCRETE BEAM ABOVE, REFER TO STRUCTURAL DRAWINGS.

9. EXISTING HVAC EQUIPMENT, REFER TO MEP DRAWINGS.

10. NOT USED.

11. APPLY MORTAR TO FACE OF SAWCUT JAMBS, INFILL ALL VOIDS, FINISH

TO BE ROUGH, MATCH EXISTING INTERIOR ROOM WALL SURFACE,

PAINT.

12. WALL MOUNTED FIRE EXTINGUISHER.

X

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COMMONWEALTH

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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

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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

A1.0

BASEMENT 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"A1.0

1 BASEMENT - DEMOLITION PLAN

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

2 BASEMENT - NEW WORK

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.