10-938-006DEMOLITION NOTES:
1. GENERAL CONTRACTOR SHALL CAP AND IDENTIFY EXPOSED UTILITIES.
2. GENERAL CONTRACTOR TO PROVIDE PERMITS AND NOTICES AUTHORIZING DEMOLITION.
3. GENERAL CONTRACTOR TO PROVIDE PERMIT FOR TRANSPORT AND DISPOSAL OF DEBRIS.
4. GENERAL CONTRACTOR SHALL SUBMIT A SCHEDULE FOR DEMOLITION PROCEDURES AND OPERATIONAL
SEQUENCE.
5. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SAFETY AND SUPPORT OF STRUCTURE. ASSUME
LIABILITY FOR DAMAGE OR INJURY RELATED TO ANY PORTION OF THE WORK.
6. GENERAL CONTRACTOR SHALL CEASE OPERATIONS AND NOTIFY THE ARCHITECT /ENGINEER IMMEDIATELY IF
SAFETY OF STRUCTURE APPEARS TO BE ENDANGERED. TAKE PRECAUTIONS TO PROPERLY SUPPORT
STRUCTURE DO NOT RESUME OPERATION UNTIL SAFETY IS RESTORED,
7. GENERAL CONTRACTOR SHALL, EXCEPT WHERE NOTED OTHERWISE, MAINTAIN POSSESSION OF MATERIALS
BEING DEMOLISHED. IMMEDIATELY REMOVE FROM SITE UNLESS OTHERWISE NOTIFIED..
8. GENERAL CONTRACTOR SHALL DEMOLISH IN AN ORDERLY AND CAREFUL MANNER AS REQUIRED TO
ACCOMMODATE NEW WORK.
9. GENERAL CONTRACTOR SHALL PERFORM DEMOLITION IN ACCORDANCE WITH APPLICABLE AUTHORITIES
HAVING JURISDICTION.
10. GENERAL CONTRACTOR SHALL REPAIR ALL DEMOLITION PERFORMED IN EXCESS OF THAT REQUIRED,
AT NO COST TO THE OWNER,
11, GENERAL CONTRACTOR SHALL REMOVE FROM SITE, CONTAMINATED, VERMIN INFESTED OR DANGEROUS
MATERIALS ENCOUNTFRED AND DISPOSE OF BY SAFE MEANS SO AS NOT TO ENDANGER HEALTH OR
WORKERS AND PUBLIC.
12. DURING DEMOLITION PROCESS IF ANY STRUCTURAL. WALLS, COLS AND BEAMS ARE ENCOUNTERED, NOTIFY
THE ARCHITECT. DO NOT SAW -CUT ANY STRUCTURAL SLABS WITHOUT INSTRUCTIONS FROM THE
STRUCTURAL ENGINEER
13. PRIOR TO COMMENCING DEMOLITION WORK PROTECT ALL EXISTING FLOORING WITH HEAVY DUTY TAPED
CARDBOARD.
14. DISCONNECT ELECTRICAL MAIN PRIOR TO DEMOLITION
15, DISCONNECT WATER MAIN PRIOR DEMOLITION
16. DISCONNECT GAS MAIN PRIOR TO DEMOLITION (IF APPLICABLE)
17. ALL NEW EXTERIOR OPENING SHALL BE TEMPORARY CLOSED WITH PLYWOOD.
18 GENERAL CONTRACTOR TO PROVIDE SHORING AS NECESSARY DURING AND AFTER DEMOLITION
19, GENERAL CONTRACTOR TO PROVIDE WATERPROOFING AS NECESSARY DURING AND AFTER DEMOLITION.
DEMOLITION NOTES:
PART I SUMMARY
1.01 DESCRIPTION
A. FURNISH ALL LABOR, MATERIALS, EQUIPMENT, AND SERVICES TO PERFORM DEMOLITION AND
REMOVAL OF DEBRIS FROM DEMOLITION OPERATIONS AS INDICATED ON DRAWINGS AND
SPECIFIED IN THIS SECTION.
1.02 QUALITY ASSURANCE
A. QUALIFICATIONS:
1. PROVIDE STAFF RESPONSIBLE FOR DEMOLITION WORK FULLY EXPERIENCED IN THIS TYPE OF
WORK.
2. PROVIDE EQUIPMENT OF SUITABLE TYPE, IN GOOD WORKING CONDITION, AND OPERATED BY
SKILLED MECHANICS,
3. PERFORM WORK IN SAFE AND CAUTIOUS MANNER TO AVOID ACCIDENTS OR PROPERTY
DAMAGE.
4. REMOVAL AND DEMOLITION OF HAZARDOUS MATERIALS SHALL BE PERFORMED BY
COMPANY LICENSED AND QUALIFIED TO DO SO.
B. REFERENCE STANDARDS: COMPLY WITH ALL CODES AND REGULATIONS REGARDING
DEMOLITION WORK.
PART II PRODUCTS
2.01 SALVAGED ITEMS:
A. OTHER SALVAGED COMPONENTS WILL BE THE PROPERTY OF THE CONTRACTOR AND SHALL
BE REMOVED FROM THE SITE IMMEDIATELY UPON DISCONNECTION FROM BUILDING.
PART III EXECUTION
3.01 PERFORMANCE:
A. PREVENT DAMAGE TO ADJOINING STRUCTURES AND OWNER'S SALVAGED PROPERTY DURING
DEMOLITION.
B. CONTRACTOR TO VERIFY ALL STRUCTURAL CONDITION BEFORE COMMENCING WITH DEMOLITION.
NOTIFY ARCHITECT OF ANY DISCREPANCIES BEFORE PROCEEDING WITH WORK.
C. PREVENT DAMAGE TO OVERHEAD WIRES, UNDERGROUND CABLES, TELEPHONE, WATER, AND
SEWER LINES DURING DEMOLITION, CONTRACTOR TO COORD. W /UTILITIES TO VERIFYTHE
LOCATION OF ALL UNDERGROUND AND OVERHEAD LINES
D. SHORE STRUCTURE AS REQUIRED TO PREVENT STRUCTURAL DAMAGE OR COLLAPSE.
REMOVE FINISHES FIRST IN ORDER
TO ASCERTAIN WHICH ITEMS ARE OF A STRUCTURAL NATURE, CONTRACTOR SHALL
PROVIDE AN ADEQUATE SHORING PLAN. SAID SHORING PLAN
SHALL BE PREPARED BY A QUALIFIED PROFESSIONAL STRUCTURAL ENGINEER LICENSED TO
PRACTICE IN THE STATE OF FLORIDA
E. REMOVE ALL ROTTEN WOOD SHEATHING JOISTS, AND TRUSSES.
F. REMOVAL, DISPOSAL AND DEMOLITION OF HAZARDOUS MATERIALS SHALL BE DONE IN
ACCORDANCE WITH ALL APPLICABLE CODES, RULES AND REGULATIONS.
3.02 ADJUST AND CLEAN:
A. REMOVE ALL DEMOLITION MATERIALS, DEBRIS, AND RUBBISH FROM SITE IMMEDIATELY ON
COMPLETION OF DEMOLITION WORK.
B. DO NOT PERMIT ANY ACCUMULATION OF DEBRIS ON SITE.
C. TRANSPORT ALL DEMOLITION MATERIALS WITHOUT SPILLAGE ON STREETS,
D. LEAVE SITE NEAT AND ORDERLY ON COMPLETION OF DEMOLITION WORK.
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NEW DOOR
EXISTING DOOR TO REMAIN
� II
EXISTING DOOR TO BE REMOVED
LEGEND 1/4 " =1' -0" I D
ALL DIMENSIONS ARE TO FACE OF STUD U.O.N. DIMENSIONS AT EXISTING SURFACES ARE FROM EXISTING MATERIALS.
DIMENSIONS:
A. DIMENSIONS NOTED AS "CLEAR" OR "HOLD" ARE MIN. REQ'D. NET CLEARANCE FROM FACE OF WALL/ WAINSCOT FINISH.
VERIFY FINAL EQUIPMENT SIZES W/ VENDOR PRIOR TO INT. WALL FRAMING.
B.
SEE SHT. A1.0 FOR WINDOW TYPES AND DOOR SCHEDULE
WINLRIMcbL9RQRj�: WINDOW OPENING DIMENSIONS ARE TO ROUGH OPENING.
A.
B.
PROVIDE 1/2" THICK CEMENTITIOUS BD. FROM FLOOR SLAB TO 12" A.F.F. MIN. IN LIEU OF GYP. BD AT NFW AND
FINIWWtUS TAUtID WALLS EXCEPT SHEARWALL SURFACES, U.O.N.
A. ALL JOINTS, GAPS OR SPACES LEADING TO ALL HOLLOW OR INACCESSIBLE SPACES SHALL BE SEALED WITH SILICON
GENERAL PURPOSE SEALANTS.
B.
SEE A2.0 FOR SEATING & FINISHES PLAN.
DE..__.._ 921tL A7.1 FOR CEILING FINISHES.
A. SEE A8.0 FOR WALL FINISHES
B.
C.
DRAWINGS ARE BASED UPON WOOD FRAMING. UTILIZATION OF METAL STUDS ON NON - BEARING INTERIOR PARTITIONS,
GFNS08k EADS AND SOFFITS IS ACCEPTABLE.
A. ALL ATTACHMENTS MADE THROUGH E.I.F.S. SHALL BE BUSHED TO PREVENT DAMAGE TO THE FINISH, PER "69 BRAS
RFCOMENDED BY MANUFACTURER
B. ALL PENETRATIONS THROUGH E.I.F.S. SHALL_ BE SEALED USING MANUFACTURER'S APPROVED METHOD
G.C. TO PROVIDE ACCESS FOR EMPLOYEES TO AT LEAST ONE TOILET ROOM FOR DURATION OF CONSTRUCTION
C.
D,
I GENERAL NOTES I C I
EXISTING DOOR TO BE REMOVED.
Q EXISTING PARTITION TO BE REMOVED
EXISTING PLUMBING FIXTURES TO BE REMOVED AND PLUMBING TO BE CAP OFF.
0 3. EXISTING PLUMBING FIXTURES TO BE REMOVED AND PLUMBING TO BE
3 RELOCATED ( REFER TO SHT P 1,0 ),
EXISTING KITCHEN LAYOUT TO REMAIN. NG WGIRK IN THIS AREA. U.O.N.
Q NOT USED,
Q EXISTING DINING CHAIRS AND TABLES TO BE REMOVED,
O EXISTING CANOPY TO BE REMOVED.
EXISTING SIGN TO BE REMOVED.
O9 EXISTING DECORATIVE ROOF STRUCTURE TO BL REMOVED.
10 NOT USED.
11 . NOT USED.
12
13 EXISTING BARS TO RE DC11f'VED NOT USED.
14 EXISTING DINING & ENTRY TILE TO BE REPLACED,
15 EXISTING FLCOR TILE TO BE REPLACED.
16 EXISTING WALL TILE TO BE REMOVED.
17 EXISTING CEILING TO BE REPLACED
rXISTING
l E C EGG 1 1AN l DRYER TO BC 1]C11VP9 • 9 RE G GnTFR
.
SCE PROPOSED �i nnr aIInn
NOT USED,
19 EXISTING COUNTER TO BE TRIM & RELOCATED (NEW FINISHES).
20 EXISTING BAND AND LIGHTS TO BE REMOVED.
2t EXISTING WALK -IN- COOLER TO BE DISASSEMBLED ( EXISTING WALL PANELS
TO BE RE -USE) SEE PROPOSED FLOOR PLAN.
22 EXISTING EQUIPMENT TO BE RELOCATED. SEE PROPOSED FLOOR PLAN.
23 EXISTING SHELVE TO BE REMOVED.
24 EXISTING TANK TO BE RELOCATED.
25 EXISTING PARAPET MOLDINGS TO BE REMOVED.
Q 26 EXISTING FLOOR DRAINS TO REMAIN.
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LEGEND 1/4 " =1' -0" I D
ALL DIMENSIONS ARE TO FACE OF STUD U.O.N. DIMENSIONS AT EXISTING SURFACES ARE FROM EXISTING MATERIALS.
DIMENSIONS:
A. DIMENSIONS NOTED AS "CLEAR" OR "HOLD" ARE MIN. REQ'D. NET CLEARANCE FROM FACE OF WALL/ WAINSCOT FINISH.
VERIFY FINAL EQUIPMENT SIZES W/ VENDOR PRIOR TO INT. WALL FRAMING.
B.
SEE SHT. A1.0 FOR WINDOW TYPES AND DOOR SCHEDULE
WINLRIMcbL9RQRj�: WINDOW OPENING DIMENSIONS ARE TO ROUGH OPENING.
A.
B.
PROVIDE 1/2" THICK CEMENTITIOUS BD. FROM FLOOR SLAB TO 12" A.F.F. MIN. IN LIEU OF GYP. BD AT NFW AND
FINIWWtUS TAUtID WALLS EXCEPT SHEARWALL SURFACES, U.O.N.
A. ALL JOINTS, GAPS OR SPACES LEADING TO ALL HOLLOW OR INACCESSIBLE SPACES SHALL BE SEALED WITH SILICON
GENERAL PURPOSE SEALANTS.
B.
SEE A2.0 FOR SEATING & FINISHES PLAN.
DE..__.._ 921tL A7.1 FOR CEILING FINISHES.
A. SEE A8.0 FOR WALL FINISHES
B.
C.
DRAWINGS ARE BASED UPON WOOD FRAMING. UTILIZATION OF METAL STUDS ON NON - BEARING INTERIOR PARTITIONS,
GFNS08k EADS AND SOFFITS IS ACCEPTABLE.
A. ALL ATTACHMENTS MADE THROUGH E.I.F.S. SHALL BE BUSHED TO PREVENT DAMAGE TO THE FINISH, PER "69 BRAS
RFCOMENDED BY MANUFACTURER
B. ALL PENETRATIONS THROUGH E.I.F.S. SHALL_ BE SEALED USING MANUFACTURER'S APPROVED METHOD
G.C. TO PROVIDE ACCESS FOR EMPLOYEES TO AT LEAST ONE TOILET ROOM FOR DURATION OF CONSTRUCTION
C.
D,
I GENERAL NOTES I C I
EXISTING DOOR TO BE REMOVED.
Q EXISTING PARTITION TO BE REMOVED
EXISTING PLUMBING FIXTURES TO BE REMOVED AND PLUMBING TO BE CAP OFF.
0 3. EXISTING PLUMBING FIXTURES TO BE REMOVED AND PLUMBING TO BE
3 RELOCATED ( REFER TO SHT P 1,0 ),
EXISTING KITCHEN LAYOUT TO REMAIN. NG WGIRK IN THIS AREA. U.O.N.
Q NOT USED,
Q EXISTING DINING CHAIRS AND TABLES TO BE REMOVED,
O EXISTING CANOPY TO BE REMOVED.
EXISTING SIGN TO BE REMOVED.
O9 EXISTING DECORATIVE ROOF STRUCTURE TO BL REMOVED.
10 NOT USED.
11 . NOT USED.
12
13 EXISTING BARS TO RE DC11f'VED NOT USED.
14 EXISTING DINING & ENTRY TILE TO BE REPLACED,
15 EXISTING FLCOR TILE TO BE REPLACED.
16 EXISTING WALL TILE TO BE REMOVED.
17 EXISTING CEILING TO BE REPLACED
rXISTING
l E C EGG 1 1AN l DRYER TO BC 1]C11VP9 • 9 RE G GnTFR
.
SCE PROPOSED �i nnr aIInn
NOT USED,
19 EXISTING COUNTER TO BE TRIM & RELOCATED (NEW FINISHES).
20 EXISTING BAND AND LIGHTS TO BE REMOVED.
2t EXISTING WALK -IN- COOLER TO BE DISASSEMBLED ( EXISTING WALL PANELS
TO BE RE -USE) SEE PROPOSED FLOOR PLAN.
22 EXISTING EQUIPMENT TO BE RELOCATED. SEE PROPOSED FLOOR PLAN.
23 EXISTING SHELVE TO BE REMOVED.
24 EXISTING TANK TO BE RELOCATED.
25 EXISTING PARAPET MOLDINGS TO BE REMOVED.
Q 26 EXISTING FLOOR DRAINS TO REMAIN.
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