06-1154-001S
GENERAL NOTES:
1. THE CONTRACTOR SMALL 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
D15CREPANCY BEFORE PERFORMING THE WORK
2. THE CONTRACTOR SHALL PERFORM ALL WORK REQUIRED UNDER THIS CONTRACT FOR A COMPLETE INSTALLATION AND IN SUCH
MANNER THAT SURFACES 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 DURING THE WORK UNDER TH16
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 MECI-4ANI05 OF THE TRADES INVOLVED AT NO ADDITIONAL COST TO THE OWNER AND TO THE FULL SATISFACTION OF
THE ARCHITECT / tNGINEER
5. D15PO5AL 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 IN CONNECTION WITH D159051NG OF THE
MATERIALS WILL 6E AT THE CONTRACTOR'S EXPENSE. ALL LIABILITY OF ANY NATURE RESULTING FROM THE DISPOSAL OF THE
MATERIALS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR
6. 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.
7. CONTRACTOR SHALL INSTALL SECURITY FENCING AND BARRICADES AS REQUIRED BY THE LOCAL AUTHORITIES, AND/OR
DIRECTED BY ARCHITECT / ENGINEER
0. VERIFICATION OF EXISTING CONDITIONS: EACH CONTRACTOR SHALL DETERMINE AND VERIFY ALL DIMENSIONS AND CONDITIONS
AT THE BUILDING 51TE 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.
9. 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 H15 PORTION OF THE WORK
10. EXAMINATION OF THE CONTRACT DOCUMENTS AND SITE:
EACH CONTRACTOR FOR TH15 PROJECT SHALL STUDY AND FAMILIARIZE HIMSELF WITH THE 51TE 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 DRAWINGS ANY ERRORS OR DISCREPANCIES, OR THAT CONDITIONS OF THE WORK OF ANY OTHER CONTRACTOR
15 SUCH THAT IT WILL PREVENT HIM FROM COMPLETING H15 WORK IN A COMPETENT MANNER HE SHALL NOTIFY THE ARCHITECT OF
SUCH BEFORE PROCEEDING WITH H15 WORK
THE CONTRACTOR SMALL HAVE AT THE BUILDING SITE, FROM START TO FIN19H OF CONSTRUCTION, A RESPONSIBLE FOREMAN.
IN ADDITION, THE CONTRACTOR SHALL GIVE H15 PER50NAL 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 NECE65ARY 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.
11. PERMITS, FEES AND TAXES: THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS, FEES LICENSES AND DEPOSITS AND BE
LIABLE FOR ALL STATE AND FEDERAL SALES TAXES, AND ALL OBLIGATION UNDER THE FEDERAL SECURITY 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 OWNER ALONG WITH
OFFICIAL RECEIPTS FOR SAME.
12. PERFORMANCE OF WORK:
NO SUBCONTRACTOR SHALL BEGIN HIS WORK UNLESS THE PREvIOUS TRADES, UPON WHOM HE IS DEPENDENT, HAS PERFORMED
THEIR WORK SATISFACTORILY ACCORDING TO THE PLANS AND SPECIFICATIONS. ONCE THE CONTRACTOR HAS STARTED PIS Lxl; iK,
HE ASSUMES FULL RESPONSIBILITY FOR THAT WORK, 50TH FOR MATERIALS AND LABOR PERFORMED. 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, IT 15 THE FINAL RESPONSIBILITY OF THE
CONTRACTOR TO REMOVE ALL SMUDGES, SPOTS OF PLASTER PUTTY, CAULKING COMPOUND, ADHESIVE, PAINT AND PENCIL
MARKINGS, TAGS AND DESTINATION LABELS NOT CALLED FOR AS BEING PERMANENT, THE CONTRACTOR SHALL ALSO GLEAN
EACH AREA SEPARATELY, INCLUDING THE WASHING OF ALL WINDOWS AND VACUUMING 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, AND THE BEST OF THEIR RESPECTIVE KINDS. NO
SUBSTITUTIONS SHALL BE MADE BY THE CONTRACTOR WITHOUT PRIOR WRITTEN APPROVAL BY THE OWNER, UNLE55 SPECIFIED
OTHERWISE ON THE DRAWINGS. FOR PORTIONS OF THE WORK NOT SHOWN IN DETAIL, BUT WHICH ARE SHOWN GENERALLY, OR
ARE REA5ONA5LY INFERABLE AS BEING REQUIRED FOR A COMPETENT AND COMPLETE INSTALLATION, THE MATERIAL METHODS
AND WORKMANSHIP SHALL CONFORM AS A MINIMUM TO THE TYPICAL OR REPRESENTATIVE.
15. FIRE RESISTANCE / UNDERWRITERS LABORATORY RATINGS: WHERE ASSEMBLIES OR THEIR VARIOUS COMPONENTS, MATERIALS
OR CONSTRUCTION SYSTEMS ARE INDICATED TO HAVE FIRE RESISTANCE RATINGS / UNDERWRITERS LABORATORY RATINGS., ALL
SUCH SHALL BE COMPOSED OF MATERIALS AND BE ASSEMBLED 50 AS TO CONFORM TO THE STANDARDS ESTABLISHED IN
GOVERNING CODES IN ORDER TO ACHIEVE THE REQUIRED 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 N THE DRAWINGS. NO CONTRACTOR SHALL ENDANGER ANY WORK OF
ANY OTHER CONTRACTOR BY EXCAVATING CUTTING OR OTHERWISE ALTERING ANY WORK OF ANY OTHER CONTRACTORS.
11. DEMOLITION:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DEMOLITION AND REMOVAL OF DEBR15 REQUIRED TO COMPLETE
THE CONSTRUCTION AS SPECIFIED ON THE DRAWINGS, EXISTING UNUSED ELECTRIC AND PLUMBING SHALL BE REMOVED
OR ADEQUATELY CAPPED AS ALLOWED BY CODE,
2430'xl/4'
GLASS MIRROF
LAY
(MIN
COVER ALL
PIPES IF HO
IS PROVIDED
20"
:36' 6.6. GRAB
AT I-O' FROM
HANxaP
WATERCLOSET
WALL
2 KEY PLAN
SCALE:NTS
APAWENT BUILDING
OCCUPANCY ABOVE
3-5/8' MTL. STUDS BRACING
6 4'-O' O.G. AS REQ,
METAL STUD FIRE ST
EXTEND STEEL STUDS
TO BOTTOM OF SLAB
BOTTOM OF EXISTING SLAB
ELEV. VARIES
FIN. GLG. ELEV.
SEE REFLLG.PLAN
FINISH CEILING SEE REFLECTED CEILING PLAN
3 5/8' OR 6' METAL STUDS AT 16' O/C
(MINIMUM 25 GAGE) PROVIDE MOISTURE RESISTANT
GYPSUM BOARD 0 ALL TOILETS ROOMS
5/8' STUD PAINTED DRYWALL
BOTH SIDES
PTD. COLOR TO BE SELECTED
METAL STUD BRACING
AS REQUIRED
(MAXIMUM 4'-O' G/G)
FASTEN BOTTOM OF STUDS
TO FLOOR STRUCTURE W/2 * 10 GA
SCREWS B 48' O.G. (TYP. 7HROUGHT)
BASE -SEE FIN. SCHEDULE
FIN16H FLOOR
3 PROPOSAL FLOOR PLAN
SCALE: 1 1/2"=1'-0"
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SCALE: 1 /4"=1'-0"
KEY NOTES
No.
DESCRIPTION
REFER
2'x4' FLUORE6GENTE LIGHT FIXTURE SEE
ELECTRICAL PLANS
2'x2' fLUORE6CENTE LIGHT FIXTURE SEE
ELECTRICAL PLANS
2'x4' AC4:OJSTICAL TILE ON SUSPENDED
METAL GRID
C>
2'4' ACCCUSTICAL TILE ON SUSPENDED
METAL GRID
SPRINKLER LEGEND
O EXISTING SPRINKLER HEAD
EXIST. SPRINKLER PIPE
5Y5TEM NO. W=L=5214 1
SEPTEMDER 19, 2003
F RATING - 1 AND 2 HP. (5EE ITEM 6)
T RATING - 1/2 HR.
A
SECTION A -A
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+ (OMFZ2) CATEGORY IN THE PLASTICS COMPONENT DIRECTORY FOR 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 `'�►•aa, Gaf f
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project no.
date: OB V
ELEVATION 1
SCALE : 1/2' = 1'-0'
ELEVATION 2
SCALE : 1/2' 2 1'-0'