06-1154(2)-001GENERAL NOTES:
1. THE CONTRACTOR SHALL VISIT THE PREMISES AND THOROUGHLY FAMILIARIZE HIMSELF WITH ALL DETAILS OF THE WORK
AND WORKING CONDITIONS. VERIFY ALL DIMENSIONS IN THE FIELD, AND ADVISE THE ARCHITECT / ENGINEER OF ANY
DISCREPANCY BEFORE PERFORMING THE WORK
2. THE CONTRACTOR SHALL PERFORM ALL WORK REQUIRED UNDER THIS CONTRACT FOR A COMPLETE INSTALLATION AND IN SUCH
MANNER THAT SUI;Z:ACES NOT AFFECTED BY REMOVAL OF EXISTING OR FROM NEW WORK SHALL REMAIN UNDISTURBED AND
NORMAL ACTIVITIES AT THE INSTALLATION MAY CONTINUE WITH THE LEAST POSSIBLE INTERFERENCE. ALL DEBRIS SHALL BE
REMOVED FROM THE SITE OF THE WORK AT THE END OF EACH WORKING DAY. MATERIALS AND EQUIPMENT SHALL BE STORED
ONLY AT LOCATIONS APPROVED BY THE ARCHITECT / ENGINEER AND OWNER'S REPRESENTATIVE.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE STRUCTURES AND PERSONNEL DURNG THE WORK UNDER THIS
CONTRACT. ALL ALTERING, CUTTING, DRILLING OF PAVEMENT, FLOOR AND OTHER MODIFICATIONS SHALL BE NEATLY AND
CAREFULLY DONE BY SKILLED MECHANICS.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE TO EXISTING WORK, MATERIALS, AND EQUIPMENT AS A RESULT OF
HIS OPERATIONS. ALL DAMAGED WORK SHALL BE REPAIRED OR REPLACED WITH MATERIALS OF LIKE TYPE, QUALITY AND FINISH
BY SKILLED MECHANICS OF THE TRADES INVOLVED AT NO ADDITIONAL COST TO THE OWNER AND TO THE FULL SATISFACTION OF
THE ARCHITECT / ENGINEER
5. DISPOSAL OF ALL MATERIAL NOT SPECIFIED OR SHOWN TO BE SALVAGED AND / OR REUSED RESULTING FROM REMOVAL
OPERATIONS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR ALL COSTS N CONNECTION WITH DISPOSING OF THE
MATERIALS WILL BE AT THE CONTRACTOR'S EXPENSE. ALL LIABILITY OF ANY NATURE RESULTING FROM THE DISPOSAL OF THE
MATERIALS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR
ro. CONTRACTOR SHALL PROVIDE AND MAINTAIN ACCESS TO ALL EXISTING FACILITIES AND THOSE UNDER CONSTRUCTION
IN THE IMMEDIATE VICINITY, AT ALL TIMES DURING CONSTRUCTION OF PROPOSED PROJECT.
-1. CONTRACTOR SHALL INSTALL SECURITY FENCING AND BARRICADES AS REQUIRED BY THE LOCAL AUTHORITIES, AND/OR
DIRECTED BY ARCHITECT / ENGINEER
8. VERIFICATION OF EXISTNG CONDITIONS: EACH CONTRACTOR SHALL DETERMINE AND VERIFY ALL DIMENSIONS AND CONDITIONS
AT THE BUILDING SITE AND SHALL BE RESPONSIBLE FOR SAME BEFORE COMMENCING THE WORK DISCREPANCIES SHALL BE
REPORTED TO THE ARCHITECT AND/OR ENGINEER AND SHALL BE RESOLVED BEFORE RESUMING THE WORK DIMENSIONS
SHALL BE READ AND NEVER SCALED OR ESTIMATED FROM THE ARCHITECTURAL DRAWINGS.
S. CODE COMPLIANCE:
EACH CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2001, AND WITH ALL OTHER
CODES AND GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER HIS PORTION OF THE WORK. EACH CONTRACTOR
SHALL BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR
SAFETY PRECAUTION AND PROGRAMS IN CONNECTION WITH HIS PORTION OF THE WORK
10. EXAMINATION OF THE CONTRACT DOCUMENTS AND SITE:
EACH CONTRACTOR FOR THIS PROJECT SHALL STUDY AND FAMILIARIZE HIMSELF WITH THE SITE AND WITH ALL THE DRAWINGS FOR
ALL TRADES AND PARTS OF THE WORK SHOULD ANY CONTRACTOR HAVE THE OPINION THAT THERE EXISTS IN THE
ARCHITECTURAL DRAWN55 ANY ERRORS OR DISCREPANCIES, OR THAT CONDITIONS OF THE WORK OF ANY OTHER CONTRACTOR
IS SUCH THAT IT WILL PREVENT HIM FROM COMPLETING HIS WORK IN A COMPETENT MANNER, HE SHALL NOTIFY THE ARCHITECT OF
SUCH BEFORE PROCEEDING WITH HIS WOK
THE CONTRACTOR SHALL HAVE AT THE BUILDING SITE, FROM START TO FINISH OF CONSTRUCTION, A RESPONSIBLE FOREMAN.
IN ADDITION, THE CONTRACTOR SHALL GIVE HIS PERSONAL SUPERVISION TO THE WORK THE FOREMAN SHALL BE ON DUTY
DURING ALL WORKING HOURS. ANY INSTRUCTIONS OR NOTICES GIVEN TO HIM SHALL HAVE THE SAME IMPORTANCE AS IF
GIVEN TO THE CONTRACTOR IN PERSON.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TEMPORARY PROVISIONS SUCH AS TOILETS,
WATER SUPPLY, LIGHT AND POWER AS WELL AS ANY OTHER DEEMED NECESSARY FOR THE COMPLETION OF THE BUILDING.
ANY ITEM OF WORK NECESSARY TO THE PROPER COMPLETION OF CONSTRUCTION WHICH IS NOT SPECIFICALLY COVERED
IN THESE DOCUMENTS SHALL BE PERFORMED IN A MANNER DEEMED GOOD PRACTICE OF THE TRADE INVOLVED.
il. PERMITS, FEES AND TAXES: THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS, FEES LICENSIF6 AND DEPOSITS AND BE
LIABLE FOR ALL STATE AND FEDERAL SALES TAXES, AND ALL OBLIGATION UNDER THE FEDERAL SCCURITY ACT. UPON -
COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL OBTAIN CERTIFICATES OF COMPLIANCE, APPROVAL OR ACCEPTANCE
FROM ALL AUTHORITIES HAVING JURISDICTION OVER THE WORK AND DELIVER THESE CERTIFICATES TO THE OU,NERALONG KITH
OFFICIAL RECEIPTS FOR SAME.
12. PERFORMANCE OF WORK:
NO SUBCONTRACTOR SHALL BEGIN HIS WORK UNLESS THE PREVIOUS TRADES, UPON WHOM HE .S DEPENOFNT, HAS PERFORMED
THEIR WORK SATISFACTORILY ACCORDING TO THE PLANS AND SPECIFICATIONS. ONCE THE CJNTRACTOR HAS STARTED HIS ?'ARK,
HE ASSUMES FULL RESPONSIBILITY FOR THAT WORK, BOTH FOR MATERIALS AND LABOR PfiRFORM=D• ALL SUBCONTRACTORS ARE
RESPONSIBLE FOR REMOVING DEBRIS RESULTING FROM THEIR WORK FROM THE PREMISES -
13. CLEANUP: -
IN ADDITION TO THE REMOVAL OF ALL CONSTRUCTION DEBRIS FROM THE PREMISES, IS THE FINAL RESPONSIBILITY OF THE
CONTRACTOR TO REMOVE ALL SMUDGES, SPOTS OF PLASTER PUTTY, CAULKING CCIPOUND, ADHESIVE, PAINT AND PENCIL
MARKINGS, TAGS AND DESTINATION LABELS NOT CALLED FOR AS BEING PERMANtNT• THE CONTRACTOR SHALL ALSO CLEAN
EACH AREA SEPARATELY, INCLUDING THE WASHING OF ALL WINDOWS AND VAO MIND OR WAXING OF ALL FLOORS, PRIOR TO
HANDING THE COMPLETED PROJECT OVER TO THE OWNER
14. MATERIALS:
ALL MATERIALS SHALL BE NEW, AS CALLED FOR IN THE DRAWINGS, ND THE BEST OF THEIR RESPECTIVE KINDS. NO
SUBSTITUTIONS SHALL BE MADE BY THE CONTRACTOR WITHOUT PR!)R WRITTEN APPROVAL BY THE OWNER UNLESS SPECIFIED
OTHERWISE ON THE DRAWNGS. FOR PORTIONS OF THE WORK NOT�HOWN IN DETAIL, BUT WHICH ARE SHOWN GENERALLY, OR
ARE REASONABLY INFERABLE AS BENG REQUIRED FOR A COI.,'ETENT AND COMPLETE INSTALLATION, THE MATERIAL METHODS
"`In Uy)wMAN5HIP SHALL CONFORM AS A MINIMUM TO THE Ty�GAL OR REPRESENTATIVE.
15. FIRE RESISTANCE / UNDERUK,'__•s LABORATORY RAVNGS,,,4�41ERE ASSEMBLIES OR THEIR VARIOUS COMPONENTS, MATERIALS
OR CONSTRICTION SYSTEMS ARE INv,ICATED TO HAVE PPE RESISTANCE RATINGS / UNDERWRITERS LABORATORY RATINGS., ALL
SUCH SHALL BE COMPOSED OF MATERIAls.x•D BE ASSEMBLED SO AS TO CONFORM TO THE STANDARDS ESTABLISHED IN
GOVERNING CODES IN ORDER TO ACHIEVE THE i-FIa12ED RATING IN THE COMPLETED WORK
16. CUTTING AND PATCHING:
EACH CONTRACTOR SHALL BE RESPONSIBLE FOR ANY CUTTING, FITTING, PATCHING AND MATCHING OF HIS NEW WORK TO
EXISTING WORK WHERE APPLICABLE AND INDICATED IN THE DRAWINGS. NO CONTRACTOR SHALL ENDANGER ANY WORK OF
ANY OTHER CONTRACTOR BY EXCAVATING CUTTING OR OTHERWISE ALTERING ANY WORK OF ANY OTHER CONTRACTORS.
1-7. DEMOLITION:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DEMOLITION AND REMOVAL OF DEBRIS REQUIRED TO COMPLETE
THE CONSTRUCTION AS SPECIFIED ON THE DRAWINGS. EX15TNG UNUSED ELECTRIC AND PLUMBING SHALL BE REMOVED
OR ADEQUATELY CAPPED AS ALLOWED BY CODE.
2430'A/4'
GLASS MIRROF
LAV
(MN
COVER ALL
PIPES IF WO
IS PROVIDED
ELEVATION 1
SCALE : 1/2' = 1'-0'
I��
36' S.S. GRAB
AT 1.1/2' FROM
HANDCAP
WATERCLOSET
WALL
2 KEY PLAN
SCALE:NTS
APARMENT BUILDING
OCCUPANCY ABOVE
3-5/8' MTL. STUDS BRACING
e 4'-O' O.C. AS REQ. ,
METAL STUD FIRE S
EXTEND STEEL STUDS
TO BOTTOM OF SLAB
Al
BOTTOM OF EXISTING SLAB
ELEV. VARIES
FIN. CLG. ELEV.
SEE REF.CLG. PLAN
FINISH CEILING SEE REFLECTED CEILING PLAN
3 5/6' OR b' METAL STUDS AT 16' O/C
(MINIMUM 25 GAGE) PROVIDE MOISTURE RESISTANT
GYPSUM BOARD 6 ALL TOILETS ROOMS
5/8' STUD PAINTED DRYWALL
BOTH SIDES
PTD, COLOR TO BE SELECTED
METAL STUD BRACING
AS REQUIRED
(MAXIMUM 4'-0' C/C)
FASTEN BOTTOM OF STUDS
TO FLOOR STRUCTURE W/2 010 GA.
SCREWS a 48' O.G. (TYP. THROUGHT).
BASE -SEE FIN. SCHEDULE
FINISH FLOOR
3 PROPOSAL FLOOR PLAN
SCALE:
I-1/2'x3b'
BAR AT I
WMDCAP
WATERCLC
ELEVATION 2
SCALE:: 1/2' = 1'-0'
C
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MERCANTIL
OCCUPANCY
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SCALE: 1/4"=1'4"
KEY NOTES
No.
DESCRIPTION
REFER
1O
2'x4' FLUORESCENTE LIGHT FIXTURE SEE
ELECTRICAL PLANS
O2
2'x2' FLUORESCENTE LIGHT FIXTURE SEE
ELECTRICAL PLANS
O3
2'x4' ACCCUSTICAL TILE ON SUSPENDED
METAL GRID
O4
2'x2' ACCCUSTICAL TILE ON Sl15PENDED
METAL GRID
0
SPRINKLER LEGEND
0 EXISTING SPRINKLER HEAD
EXIST. SPRINKLER PIPE
LEGEND
EXISTING WALL TO REMAIN
NEW CBS WALL
NEW PARTITION
O NEW PARTITION I HR FIRE RATED
O DENOTES EXISTING DOOR TO REMAIN
it
O -
O DENOTES EXISTING WINDOW TO REMAIN
THE FOLLOWING LIFE SAFETY FEATURES
SHALL BE PROVIDED AT TIME OF OCCUPANCY:
f sr�rsT', L
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1~IRE SUPPRfi5S1UN�-
5Y5TEM NO. W- L e 5214 A,
5EPTEMBER 19, 2003
F RATING - 1 AND 2 HR (SEE ITEM 15)
T RATING - 1/2 HR.
SECTION A —A
L\
1. WALL ASSEMBLY — THE 1 OR 2 HR. FIRE —RATED GYPSUM WALLBOARD/STUD WALL ASSEMBLY
SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER DESCRIBED IN THE INDIVIDUAL
U300 OR U400 SERIES WALL OR PARTITION DESIGN IN THE UL FIRE RESISTANCE DIRECTORY AD
SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES:
A. STUDS - WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS OR STEEL CHANNEL STUDS. WOOD
STUDS TO CONSIST OF NOM 2 BY 4 IN. LUMBER SPACED 16 IN. OC WITH NOM 2 BY 4 IN. LUMBER
END PLATES AND CROSS BRACES. STEEL STUDS TO BE MIN 3-5/8 IN. WIDE AND SPACED MAX 24
IN. OC.
B. GYPSUM BOARD* - 5/8 IN. THICK, 4 FT WIDE WITH SQUARE OR TAPERED EDGES. THE GYPSUM
WALLBOARD TYPE, THICKNESS, NUMBER OF LAYERS, FASTENER TYPE AND SHEET ORIENTATION SHALL
BE AS SPECIFIED IN THE INDIVIDUAL U300 OR U400 SERIES DESIGN IN THE UL FIRE RESISTANCE
DIRECTORY. MAX DIAM OF OPENING IS 7 IN.
THE HOURLY F RATING OF THE FIRESTOP SYSTEM IS EQUAL TO THE HOURLY FIRE RATING OF THE
WALL ASSEMBLY IN WHICH IT IS INSTALLED.
2. THROUGH PENETRANT - ONE METALLIC PIPE OR TUBING TO BE INSTALLED EITHER
CONCENTRICALLY OR ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM. PIPE OR TUBING TO BE RIGIDLY
SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. THE FOLLOWING TYPES AND SIZES OF METALLIC
PIPES OR TUBING MAY BE USED:
A. STEEL PIPE - NOM 4 IN. DIAM (OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL PIPE.
B. IRON PIPE - NOM 4 IN. DIAM (OR SMALLER) CAST OR DUCTILE IRON PIPE.
C. COPPER TUBING - NOM 4 IN. DIAM (OR SMALLER) TYPE L (OR HEAVIER) COPPER TUBING.
D. COPPER PIPE - NOM 4 IN. DIAM (OR SMALLER) REGULAR (OR HEAVIER) COPPER PIPE.
3. TUBE INSULATION -PLASTICS#- - NOM 3/4 IN. THICK ACRYLONITRILE BUTADIENE/POLYVINYL
CHLORIDE (AB/PVC) FLEXIBLE FOAM FURNISHED IN THE FORM OF TUBING. THE ANNULAR SPACE
BETWEEN THE INSULATED THROUGH PENETRANT AND THE PEROPHERY OF THE OPENING SHALL BE A
MIN OF 0 IN. (POINT CONTACT) TO A MAX 1-1/4 IN.
SEE PLASTICS+ (QMFZ2) CATEGORY IN THE PLASTICS COMPONENT DIRECT NAMES OF
MANUFACTURERS. ANY RECOGNIZED COMPONENT TUBE INSULATION MATERIAL MEETING THE ABOVE
SPECIFICATIONS AND HAVING A UL94 FLAMMABILITY CLASSIFICATION OF 94-5VA MAY BE USED.
4. FIRESTOP SYSTEM - THE FIRESTOP SYSTEM SHALL CONSIST OF THE FOLLOWING:
A. FORMS - USED TO PREVENT LEAKAGE OF FILL MATERIAL DURING INSTALLATION IN 2 HR
FIRE -RATED WALL ASSEMBLIES. FORMS TO BE RIGID SHEET OR POLYURETHANE BACKER ROD, CUT TO
FIT THE CONTOUR OF THE PENETRATING ITEM AND FRICTION FITTED INTO OPENING ON BOTH SIDES OF
WALL. FORMS TO BE RECESSED FROM BOTH SURFACES OF WALL AS REQUIRED TO ACCOMMODATE THE
REQUIRED THICKNESS OF FILL MATERIAL.
B. FILL, VOID OR CAVITY MATERIALS* - SEALANT - MIN 5/8 IN. THICKNESS OF FILL MATERIAL
APPLIED WITHIN THE ANNULUS, FLUSH WITH BOTH SURFACES OF WALL. AT THE POINT CONTACT
LOCATION BETWEEN INSULATED THROUGH PENETRANT AND GYPSUM WALLBOARD, A MIN 3/8 IN. DIAM
BEAD OF FILL MATERIAL SHALL BE APPLIED AT THE GYPSUM WALLBOARD/INSULATED THROUGH..
PENETRANT INTERFACE ON BOTH SURFACES OF WALL.
EGS NELSON FIRESTOP - LBS3 SEALANT
BEARING THE UL CLASSIFICATION MARK _
#BEARING THE UL RECOGNIZED COMPONENT MARK 4' ; �,. •. r
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no./item/date
BLDG DEPT.COMMENT
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