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GENERAL NOTES
<br />A. FIELD VERIFY ALL CONDITIONS PRIOR TO BIDDING AND/OR COMMENCEMENT OF WORK.
<br />B. NOTIFY BUILDING OWNER PRIOR TO THE COMMENCEMENT OF DEMOLITION WORK.
<br />C. NOTIFY BUILDING OWNER PRIOR TO CUTTING, REMOVING, ALTERING, OR SHUTTING OFF ANY MECHANICAL SYSTEMS. COORDINATE ALL EFFORTS W/ OWNER OR OWNER'S ON —SITE REPRESENTATIVE. REFER TO ELECTRICAL/ PLUMBING/MECHANICAL
<br />DRAWINGS FOR SPECIFIC WORK REQUIRED.
<br />D. PROCEED W/ DEMOLITION IN ACCORDANCE W/ ALL APPLICABLE CODES AND REGULATIONS.
<br />E. COORDINATE W/ BUILDING OWNER RUBBISH REMOVAL PROCEDURES, LOCATION OF TRASH DUMPSTERS, TIME SCHEDULES, ETC. DISPOSE OF ALL RUBBISH 1N A MANNER COMPLIANT W/ ALL LAWS, REGULATIONS, ETC.
<br />F. (E) SPRINKLER HEAD GRID, MAIN, AND BRANCH PIPES TO REMAIN FUNCTIONAL DURING DURATION OF DEMOLITION WORK. COORDINATE ANY ALTERATIONS OF SPRINKLER SYSTEM W/ APPROVED SPRINKLER CONTRACTOR.
<br />G. REMOVE ALL ELECTRICAL WORK WITHIN TENANT'S SPACE UNLESS NOTED OTHERWISE. REMOVE ALL (E) LIGHT FIXTURES AND CEILING PANELS, GRIDS, SOFFITS UNLESS OTHERWISE NOTED. COORDINATE W/ MECHANICAL AND ELECTRICAL DOCUMENTS.
<br />H. PATCH AND REPAIR ALL WALLS TO REMAIN WHICH ARE DAMAGED DURING THE DURATION OF DEMOLITION WORK. PREPARE SURFACES AS REQUIRED FOR APPLICATION OF (N) SCHEDULED FINISHES. MAINTAIN ALL (E) FIRE RATINGS, U.N.O.
<br />1. AFTER DEMOLITION, GENERAL CONTRACTOR SHALL VERIFY ELEVATION OF (E) FLOOR SUBSTRATE AND REPORT TO THE TENANT ANY VARIATION OF MORE THAN 1/2. OUT OF LEVEL. THE G.C. SHALL RECEIVE INSTRUCTIONS FROM THE
<br />TENANT ON METHOD OF CORRECTION, IF REQUIRED
<br />J. SALVAGE ITEMS MUST BE REMOVED TIMELY FROM PROPERTY PER LANDLORD, DESIGNATE AND PROTECT TEMPORARY AREA OFF —SITE
<br />K. GENERAL CONTRACTOR TO PROVIDE CONSTRUCTION BARRICADES AS PER ANY LANDLORD REQUIREMENTS AND ALL AUTHORITIES HAVING JURISDICTION.
<br />DEMOLITION LEGEND
<br />(E) CONSTRUCTION TO REMAIN
<br />(E) CONSTRUCTION TO BE REMOVED
<br />(E) SLAB FOR DEMOLITION
<br />NOTE: ANY DISTURBED
<br />SOIL TO BE TREATED
<br />AGAINST TERMITES
<br />#4 REBAR DOWEL 0 24' O.C.
<br />WITH NOTE: PROVIDE SAW CUTS
<br />4• MIN. EAI IEDMENT, 8• LONN. 0 10'-0' MAX O.C.
<br />OVERLAP
<br />14 I I u ILI�,1I„n. I n�I I �
<br />:.. ,,. En�i_n u��ir'� �� ►�' i �nen�`n i�—i"n�= r=h'�
<br />NOTE:
<br />(E) SPRINKLER LINES TO BE BROUGHT UP
<br />TO UNDERSIDE OF STRUCTURE IF MORE
<br />THAN 4'-0' BELOW (E) ROOF DECK
<br />LOCATE & PROTECT (E) STRUCTURAL
<br />COLUMNS DURING CONSTRUCTION.
<br />REPORT ANY DAMAGE TO STRUCTURAL
<br />COLUMNS TO ARCHITECT OR TENANT
<br />IMMEDIATELY
<br />NEW CONCRETE SLAB TO MATCH EXISTING
<br />SLAB THICKNESS (4• MIN THUNESS)
<br />1�n i
<br />- J
<br />REQ'D,
<br />4• MIN.
<br />UNDISTURBED NATIVE SOILBED SEWER DRAIN PIPE
<br />OR RE -COMPACTED NATNE II ON 2• MIN. SAND LAYER
<br />SOIL IN 8-8• MAX AS REWIRED L
<br />LIFTS, TO A FIRM
<br />UNYIELDING CONDITION
<br />TRENCH INFILL DETAIL
<br />3/4• = 1'-0"
<br />Demolition Plan Reference Notes
<br />O (E) EXTERIOR WALL TO REMAIN
<br />O2 NOT USED
<br />O(E) EXTERIOR GLAZING TO REMAIN, TYP. PROTECT DURING DEMOLITION AND
<br />CONSTRUCTION
<br />O(E) EXTERIOR LIGHTING TO REMAIN, PROTECT DURING DEMOLITION AND
<br />CONSTRUCTION, TYP. FOR ALL
<br />O(E) EXTERIOR DOOR/ HARDWARE TO REMAIN, PROTECT DURING DEMOLITION
<br />AND CONSTRUCTION
<br />O (E) EXTERIOR DOOR AND DOOR HARDWARE TO BE REMOVED.
<br />O (E) ROOF HATCH AND LADDER TO BE REMOVED AND RELOCATED, SEE PLANS
<br />O(E) COLUMN(S) TO REMAIN, TYP. OF ALL, PROTECT DURING DEMOLITION AND
<br />CONSTRUCTION
<br />�g REMOVE ALL (E) PLUMBING, CEILING DUCTWORK, DIFFUSERS, ACT, LIGHT FIXTURES,
<br />AND ABANDONED UTILITIES TYP. U.N.O.
<br />10 (E) RTUS TO BE REMOVED, TYP. OF ALL, COORDINATE CURBS TO REMAIN W/ M1.0
<br />11 (E) SPRINKLER RISER, PROTECT DURING DEMOLITION AND CONSTRUCTION
<br />12 (E) ELECTRICAL PANELS AND OVERHEAD TRANSFORMER TO BE REMOVED
<br />13 (E) VESTIBULE TO BE REMOVED
<br />14 REMOVE (E) FLOOR FINISHES THROUGHOUT
<br />15 ALL INTERIOR PARTITION WALLS/DOORS/WINDOWS TO BE REMOVED COMPLETE,
<br />TYP. U.N.O., REMOVE GYP WRAP AT GIRDER ABOVE WALL
<br />LOCATION OF SLAB CUT FOR NEW PLUMBING WASTE LINES, AFTER INSPECTION INFILL PER DETAIL 2/D1.0.
<br />16 COORDINATE WITH PLUMBING PLANS AND FLOOR PLAN
<br />LOCATION OF SLAB CUT FOR ELECTRICAL CONDUIT, AFTER INSPECTION INFILL PER DETAIL 2/D1.0
<br />1 COORDINATE WITH ELECTRICAL PLANS AND FLOOR PLAN
<br />18 RECESSED LIFT TO BE REMOVED, INFILL PIT WITH NEW CONCRETE TO BE LEVEL WITH (E) FLOOR
<br />19 DEMO 4' WALL AT EXTERIOR SIDE OF ROLL UP DOOR, INFILL AT EXTERIOR TO OBTAIN STEADY SLOPE
<br />FROM INSIDE FLOOR FINISH TO (E) GRADE
<br />20 REPLACE ROLL UP DOOR TO FIT NEW OPENING
<br />a-
<br />0--
<br />(D-
<br />0--
<br />I I I I
<br />1 2 3 4
<br />DEMOLITION PLAN
<br />NORTH
<br />1 /8" = 1'-0"
<br />Planet Fitness
<br />4 Liberty Lane West
<br />Hampton, New Hampshire 03842
<br />Issue Sets
<br />No. I Issue Set I By lDatelAppr.1
<br />ARCHITECT
<br />J
<br />Daniel K. Mullin, Architect, NCARB
<br />517 S Main St.
<br />Moscow, ID 83843
<br />P.(208) 892-8433
<br />F. (208) 892-8533
<br />MEP ENGINEERS
<br />r�
<br />Dave M. Saarem, P.E.
<br />2188 Alfred Way
<br />Carson City, NV 89703
<br />P.(775)772.9846
<br />STRUCTURAL ENGINEERS
<br />Richard M. Welcher, P.E.
<br />Tatum Smith Welcher Engineers, Inc.
<br />3100 S Market St, Suite 202
<br />Rogers, AR 72758
<br />P. (479) 621.6128
<br />COPYRIGHT
<br />These plans are an instrument of service and are
<br />the property of DKMutlin Architects, and may not be
<br />duplicated, disclosed, or reproduced without the
<br />written consent of DKMullin Architects. Copyright
<br />and infringement will be enforced and prosecuted.
<br />Project Manager Approval
<br />Architect/Engineer of Record
<br />Location
<br />7910 GALL BLVD
<br />ZEPHYRHILLS, FL 33541
<br />Project/Space No.
<br />Planet Fitness Tenant Improvement
<br />Sheet Title
<br />DEMOLITION PLAN
<br />Scale: As Shown
<br />Drawn By: C.W.
<br />Chk'd By: T.G.
<br />Issue Date:
<br />Project No.
<br />191205
<br />Sheet
<br />D1.0
<br />APRIL 15, 2020
<br />
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