12-952-001SUITE C -MRA
PROMED PROPERTIES
6280 SUNSET DRIVE
MIAMI, FL 33143
07/23/2012 PERMIT SET
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KEYS AND SYMBOLS
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1.
Work performed shall comply with the following,
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KEYS AND SYMBOLS
GENERAL NOTES
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Work performed shall comply with the following,
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KEYS AND SYMBOLS
GENERAL NOTES
.1 DIMENSION
---
1.
Work performed shall comply with the following,
(face to face)
11
F CLG CLG
CEILING TAG
a. These general notes (unless otherwise noted on plans or
15.
Omissions:
30. Schedule of values:
INDEX OF DRAWINGS
specifications).
In the event that certain features of the construction are not fully shown on
General contractor shall submit a detailed cost breakdown "schedule of values" in
COVER -INDEX OF DRAWINGS
DIMENSION
( Dt
KEYNOTE REFERENCE
b. Florida Building Code - 2010.
the drawings, then their construction shall be of the same character as for
the form of AIA G702 prior to the first payment. This schedule of values shall
ARCHITECTURAL
SGale
(face to center)
c. All applicable local and state codes, ordinances, and regulations.
similar conditions that are shown or noted.
closely follow the standard CSI format, and shall breakdown units of work
A0.1 LIFE SAFETY PLAN
F WD-02
FINISH KEY
d. National Electric Code OSHA & NFPA 101, Underwriters Laboratory
completed. The breakdown shall be a true reflection of the cost of the work and
A0.2 ADA DIAGRAMS & NOTES
NA
DIMENSION
f
16.
It shall be the contractor's responsibility to notify the owner, of the proper
shall not be front-end loaded. The schedule of values shall be subject to the
A1.0 DEMOLITION PLAN
(center to center)
DIMENSION STRING
FLOOR MATERIAL TRANSITION
2.
On site verification of all dimensions and conditions shall take
time so that he can obtain an environmental report from multidisciplinary
architect's approval. Retailage shall be 10% and shall be held until substantial
A2.0 CONSTRUCTION FLOOR PLAN
1/4"=V-0"
A3.0 REFLECTED CEILING PLAN
114"=1' -0"
40
precedence over scaled dimensions It is the responsibility of the
environmental firm) stating that the entire site (subsurface conditions) and
completion of work.
A4.0 POWER PLAN
1/4 "= 1' -0'°
COLUMN
COLUMN OR BEARING
WINDOW REFERENCE
general contractor to notify the Architect, in writing of any discrepancies
existing building is free of hazardous materials and in compliance with all
A5.0 FINISH PLAN
1/4"=V-0"
WALL CENTERLINE
and inconsistencies.
environmental regulations,, If asbestos or any other hazardous material is
31. Construction schedule:
A6.0 SCHEDULES
AS NOTED
4
CT:LT �-03
PLUMBING FIXTURE /ACCESSORY
detected or present, it shall be the owner's responsibility to remove these
Prior to the first payment the contractor shall provide a schedule of the
A6.1 SCHEDULES
AS NOTED
*
A7.0 ENLARGE BATHROOM PLANS & ELEVATIONS
3/4"=V-0"
0
,AB
PARTITION TYPE
3.
The general notes and typical details apply throughout the job unless
materials conforming to all rules and regulations regarding its proper
construction work, indicating critical path items, dates of submittal, and dates of
A7.1 ENLARGE BATHROOM PLANS & ELEVATIONS
3/4"=V-0"
0
(:tNA83)
FURNITURE ITEM
otherwise noted or shown in the drawing (or described), in the
removal.
project meetings. Schedule shall indicate each individual subcontractor and
--
c9
DOOR NUMBER
specifications.
component of work. Contractor shall allow ten (10) working days for architect's
A8.0 MILLWORK
3/4"=11-011
A8.1 MILLWORK
3/4"=1" -0"
40
EXTERIOR ELEVATION TAG
17.
Altering structural members: no structural member shall be omitted,
review of all submittals. Schedule shall be subject to the architect's approval.
F
MECHANICAL
R MM1 2
R
4. All conditions and applicable requirements of the contract between the
notched, cut, blocked out, or relocated without prior written approval by the
Schedule shall be updated on a monthly basis as a prerequisite to payments
RM3
NUM
ROOM NAME AND NUMBER
/-6\
contractor and owner shall govern all sections of the specifications.
architect and structural engineer.
-
M1.0 HVA P A SCHEDULES Fq
1/4"=11_011
r2
NA.67
IV
SECTION CUT
�5�
4FA6 5
INTERIOR ELEVATION TAG
5.
All work that is either implied or reasonably inferable from the contract
18.
ma s use e new an e job
All materials shall be delivered to the in original sealed
32. Hurricane protection compliance:
Provide a hurricane panel system for each window opening fully complying with
M2.0 HVAC NOTES & DETAILS
NA
documents or drawings shall be the responsibility of the contractor. All
containers bearing original manufacturer's labels; Contractor shall
the most current Florida Building Code requirements. Submit shop drawings and
vAffi M M4
DETAIL BUBBLE
REVISION KEY
drawings are directed to the attention of the Contractor and the inclusion
coordinate with the owner an acceptable location for the storage of
computations by a Florida registered engineer for review and approval by the
ELECTRICAL
of any work by mention, note, or detail, itemization or implications
materials.
architect.
E1.0 ELECTRICAL LIGHTING PLAN
1/4"=1' -0"
•
E1.1 ELECTRICAL POWER PLAN
1/4"=V-0"
y4\
however brief means the contractor shall provide and install same. All
E2.0 ELECTRICAL RISER, NOTES & DETAILS
NA
'Pam mm wO TA
TA
work to be performed part of a completed package within the normal
19.
All colors shall be as selected by the owner/architect.
33. The general contractor shall pay for all utilities necessary during the construction
0-i
definitions
definitions of normal industry standards.
0 f the project.
PLUMBING
20. The general contractor shall leave all chases, holes, and openings true to
ABBREVIATIONS
6.
It shall be the General Contractor's responsibility to control and
the required size whether it be for the existing building or the new work, so
34. Due diligence:
P1.0 PLUMBING PLAN & RISERS
1/4"= 1' -0'°
coordinate all construction means, methods, and sequences. The
the proper installation of building elements may be executed with minimum
It is the responsibility of the contractor to thoroughly examine the existing
P2.0 PLUMBING NOTES & DETAILS
NA
@
A.B.
AT
INSUL.
INSULATION
General Contractor shall also be responsible for all safety precautions
waste. Excess cutting and drilling will not be accepted nor shall any
condition of the structural components of the project. This shall require the
ACT.JACOUS.
ANCHOR BOLT
ACOUSTICAL
INT.
INTERIOR
and programs as per OSHA Regulations.
structural members be cut or removed without the consent of the architect.
contractor to selectively open up areas exposing the condition of the masonry
FIRE PROTECTION
ALT.
ALUM.
ALTERNATE
ALUMINUM
J.C.
JT,
JANITOR'S CLOSET
JOINT
The general contractor shall be fully responsible for the coordination of all
shell and the wood-framing members. Careful examination shall be made of all
FS1.0 FIRE SPRINKLER PLAN
1/4"=V-0"
ARCH.
ARCHITECTURAL
7.
Notice: separate permits required for fire protection, plumbing, electrical,
preparation and work executed by all trades and subcontractors regardless
masonry components including but not limited to reinforced concrete tie beams &
A.T.
ACOUSTICAL TILE
LAV.
L.C.C.
LAVATORY
LEAD COATED COPPER
and mechanical work: Air conditioning and ventilation permit to be the
of whether contracted by him or the owner under a separate contract.
lintels at each window/door opening as well as each floor, roof, & parapet level
ZONING DATA:
BID. BOARD LIN. LINEAR
BLDG. BUILDING L.L. LIVE LOAD
responsibility of the mechanical contractor and his sub - Contractors,
and reinforced concrete tie columns. In addition, careful examination shall be
BM.
BEAM
L.P. (LP)
LOW POINT
21.
All work by the general contractor shall be performed in a first class
made of all wood components including but not limited to -floor, roof & ceiling
B.O.
BRNG.16RG.
BY OWNER
BEARING
8.
The contractor shall coordinate the work of all trades: structural, fire
workman-like manner, matching and aligning all surfaces where applicable
joists, wood studs, wood subfloors, wood finish floors, w6od roof sheathing, etc. It
LOT AREA: 61,425 S.F.
BRK.
BRICK
MACH.
MAX.
MACHINE
MAXIMUM
protection, electrical, mechanical, air conditioning, and plumbing at the
to afford a finished, neat appearance. Contractor shall clean all surfaces
is the contractor's responsibility to repair, replace, and/or construct new up to
LEGAL DESCRIPTION: 36 54 40 WM A HOBBS SUB PB 4-111 LOTS 33 THRU 38 LESS
B3 M T.
B.U.
BASEMENT
BUILT-UP
M.B.
M&E
MARKEBOARD
MECHA. LECTRICAL
time the work is performed on this structure.
free of all dirt and refuse caused by debris from all installation techniques of
100% of all structural elements whether existing or not, at his cost, to the written
N25FT OF LOT 38 FOR R1W & LOT 3 OF BEAVER HOMEsrrES
MECH.
MECHANICAL
the trade. All adjacent surfaces to their work shall be left as they appear
certification of a structural engineer registered in the state of Florida.
PB 41-69 & E120FT OF S85FT OF N135FT OF NW114.
C.B.
CEIL./CLG.
CHALKBOARD
CEILING
MET./METL.IMET'L.
METAL
9.
All permits, inspections, approvals, impact fees, etc. shall be applied for
prior to the commencement of the contractor work to be done. Contractor
FOLIO No: 09-4036-040-0210
C.H.
CEILING HEIGHT
MIN.
misc.
MINIMUM
MISCELLANEOUS
and paid for (as part of bid price) by the contractor in all fields of the
shall properly protect all adjacent surfaces during the course of his
35. After all roofing, carpentry, and millwork has been completed and prior to painting
CLASS/OCCUPANCY: GROUP B (COMMERCIAL OFFICE)
C,J,
CL
CONTROL JOINT
CENTERLINE
MFG.
M.T.
MANUFACTURER
work, and he shall be responsible for the coordination of inspection and
installations. All glass and hardware shall be thoroughly cleaned in a
the building exterior, the contractor is responsible to have a licensed examinator
CLO.
CMU
CLOSET
CONCRETE
MAR.T.
METAL THRESHOLD
MARBLE THRESHOLD
approval of the work. The General Contractor shall obtain prime
manner acceptable to the owner.
examine and prepare a written report making a recommendation of necessary
APPLICABLE CODES:
MASONRY UNIT
MULL.
M.O.
MULLION
MASONRY OPENING
building permits.
treatment if any. The treatment shall be inclusive in bid.
C.O.
COL
CASED OPENING
M.W.P.
MEMBRANE WATERPROOFING
22.
The contractor shall guarantee ion writing form, as acceptable to the owner,
FLORIDA BUILDING CODE (2010).& SUPPLEMENTS
CONC.
COLUMN
CONCRETE
N
NORTH
10.
Submit a copy of the permit contract documents issued by the building
all labor and materials installed by him for a period of not less than (1) year
36. Prior to the rough in of mechanical, electrical, and plumbing work the contractor
NFPA 101 (CURRENT EDITION)
CONF.
CONST.
CONFERENCE
CONSTRUCTION
N.I.C.
NOT IN CONTRACT
department to the architect, so that all comments and modifications can
after the date of acceptance of work by the owner except as modified herein
shall finish the structural masonry & wood repair. When the repair/replacement
FLORIDA ACCESSIBILITY CODE FOR BUILDING.
CONT.
CONTINUOUS
N.T.S.
NO.
NOT TO SCALE
NUMBER
be incorporated into the permit set prior to the start of construction.
or on other drawings. Should defects occur, all work should be replaced or
work is complete, the contractor shall layout the base track of all partitions for
NOTE: IN ADDITION, ALL WORK IS TO CONFORM TO
CORR.
CSK.
CORRIDOR
COUNTERSUNK
NOM.
NOMINAL
properly repaired at no additional cost to the owner.
review by the architect for dimensional discrepancies between the plans and
APPLICABLE TRADE CODES, LAWS & REGULATIONS.
C.T.
CERAMIC TILE
O.C.
ON CENTER
11.
All work, completed or otherwise, shall be properly protected at all
existing conditions. When the architect approves the final layout, then the
DET.
DETAIL
O.D.
OPP.
OUTSIDE DIAMETER
OPPOSITE
times, Contractor shall follow all accepted methods of safety practice
23.
All required tests shall be performed at the expense of the contractor and
contractor is permitted to proceed with the rough in of mechanical, electrical, and
HANDICAPPED COMPLIANCE:
D.F.
DIA.
DRINKING FOUNTAIN
and provide all safety fences, barricades, etc. as be needed to protect
by an approved testing laboratory. Test results shall be submitted to the
plumbing work.
THIS PROJECT WILL BE BARRIER FREE SPACE AS PER
DIAMETER PL. PLATE
DIM. DIMENSION
life and property and as may be required by authorities having
architect.
DN.
DO
DOWN
DITTO
PSF
PSI
PTD.
POUNDS PER SQUARE FOOT
POUNDS PER SQUARE INCH
PAINTED
jurisdiction over this work. He shall repair, at his own cost, any
37. For the purpose of the contract documents, "approved equal" items shall be
FLORIDA ACCESSIBILITY CODE SECTION 4.1.6.
(ACCESSIBLE BUILDING ALTERNATIONS).
D.P.
DAMP PROOFING
damages to the premises or adjacent work caused by his operation.)
24.
All work and/or materials shall be installed in strict accordance with
submitted for review and approval by the architect; all requests for approval shall
D.S.
D.T.
DOWN SPOUT
DRAIN TILE
Q.T.
R.1RAD.
QUARRY TILE
RADIUS/RISER
manufacturer's recommendations and within acceptable industry standards
be made in writing by the general contractor to the architect.
TO THE BESTOF MY BELIEF & KNOWLEDGE THE EXISTING
DWG.
DRAWING
RAIL.
RAILING
12,
Path and repair all finishes damages during the course of this work, fill
and tolerances.
BUILDING & PARKING LOT IS BARRIER FREE AS PER
EA.
EACH
R.D.
REBARS
ROOF DRAIN
REINFORCING BARS
around new piping and conduits with concrete. Sea[ all holes and gaps.
38. Any inspections required by section 307.2 of the F.B.C. by the architect/engineer
FLORIDA ACCESSIBILITY CODE.
EL.
ELEV.
ELEVATION
REINF.
REINFORCEMENT
New finishes at cut and patched areas shall match existing adjacent
25.
Five copies of shop drawings and samples for items designated by the
of record, special inspector and/or threshold inspector shall be coordinated by the
E.P.
ELEVATOR
ELECTRICAL PANEL
R.L.
AND/OR REINFORCING
RAIN LEADER
finishes with no noticeable difference.
architect shall be submitted to the architect for review.
general contractor with adequate time prior to the Building Department's
FEATURES OFFI-R PR-(:�TECTION:
EQ.
EQUIPM'T
E.W.
EQUAL
EQUIPMENT
EACH WAY
RM.
R.S.
RM
ROOM
REDUCING STRIP
RIGHT OF WAY
13.
Before commencing with the work, the contractor shall file with the
26.
Substantial completion shall be attained where all phases of the work are
inspections. This will allow for all required parties involved to issue a "statement
ofin
inspection'" to the Building Official prior to requesting final certificates of
BUILDING IS: SPRINKLERED
EXIST./EXS.
EXP. JT./E.J.
EXISTING
EXPANSION JOINT
S.C.
SOLID CORE
owner current insurance certifications in the amounts requested by the
completed and a temporary C.O. is obtained from the building department
I
occupancy or co
completion by the general contractor.
EMERGENCY LIGHTING: BATTERY BACKUP
EXT.
EXTERIOR
SEC.
SECRETARY
owner for workmen compensation, comprehensive general liability,
at which time the A/E will conduct a walkthrough to develop a punch list.
FIRE ALARM SYSTE EXISTING SYSTEM TO R�EMALIN
E.I.F.S.
EXTERIOR INSULATION
SHT.
S.F.
SHEET
SMOOTH FINISH
bodily injury, and property damage. It is the intention of the parties that
This punch list will be considered negotiated with release excluding all final
SMOKE EVAC. NONE
SYST M..
& FINISH SYSTEM
SPECS.
SPECIFICATIONS
the contractor shall indemnify the owner and architect for any and all
punch list items, regardless of owner's usage or occupancy of the
F.D.
F.X.C.
FLOOR IN
FIRE EXTING. CABINET
S.S.
S/S
STL.
STAINLESS STEEL
SERVICE SINK
STEEL
costs, claims, suits, and judgments for property damage and personal
improvement.
Building Owner Tenant
OCCUPANCT--%..,LAS- S-IF I AT 10 N:
F.X.H.C.
FIRE EXTINGUISHER
injury, arising out of the work of the contractor.
F.X.V.C.
& HOSE CABINET
FIRE EXTINGUISHER
STOR.
STRUCT.
STORAGE
STRUCTURE
27.
No claims for extras or change orders will be given consideration unless
ProMed Properties Miami Research Associates
GROUP B - COMMERCIAL OFFICE
F.F.
& VALVE CABINET
FINISHED FLOOR
T.B.
TEL.
TOWEL BAR
TELEPHONE
14. Discrepancies:
The familiarize himself
they are in writing and signed by the architect, the contractor, and the
6280 Sunset Drive 6141 Sunset Drive, Ste. 301
USEABLE SQ. FT. = 3,800 SF
FLR./FL.
FLOOR
general contractor shall the project and the
owner.
LIFE SAFETY OCC.
F.R.
FIRE RATED
TEMP.
THK.
TEMPERED
THICK
drawings and thoroughly inspect the site so as to understand the work.
Suite 300 Miami, FL 33143
LOAD (NFPA 101) &
GA.
G.B.
GAUGE
GRAB BARS
T.D.
T.P.
PAPER TOWEL DISPENSER
TOILET PAPER HOLDER
Any and all discrepancies and omissions shall be reported to the
28.
"The general conditions of the contract for the construction of buildings" of
Miami, FL 33143
FBC (TABLE 1004.1.2): 1 PERSON PER 100 SQ. FT. OF GROSS FLOOR AREA
G.C.
(HANDICAPPED)
GENERAL CONTRACTOR
TYP.
TYPICAL
architect in writing prior to commencement of any work. It is the
the AIA, Document A-201, latest edition, are hereby made part of contract
3,800 SF / 100 = 38 PERSONS
GALV.
GALVINIZED
U.C.
UNDER CUT
responsibility of the contractor to insure that discrepancies and
documents. These general notes, specifications, and contract between the
GIRD.
GYP. BD.
GROUND
GYPSUM BOARD
V.B.
VAPOR BARRIER
omissions are reported and clarification obtained from the architect prior
owner and contractor shall take precedence over the "general conditions" in
MEP Engineer Architect
GENERAL DATA
V.C.T.
VINYL COMPOSITION TILE
to work being done. Any work that proceeds otherwise shall be, if
the event of a conflict.
H.C.
HDCP.
HGT./HT.
HOLLOW CORE
HANDICAPPED
HEIGHT
VERT.
V.P.
VERTICAL
VISION PANEL
incorrectly performed, replaced or repaired with the cost of the same
RCI Engineering, INC. Starkitect Studio Inc.
LOCATION
6280 SUNSET DRIVE, MIAMI, FL 33179
SUMMARY
INTERIOR BUILDOUT OF IN AN EXIST. OFFICE BLDG.
H.M. HOLLOW METAL
being borne by the contractor. All dimensions shall be field verified by
29. General contractor to secure all points of entry during construction and is to
HORIZ.
HORIZONTAL
W1
WD_
WITH
the General Contractor for coordination prior to work being done.
coordinate with the owner means of egress of construction workers,
5450 Griffin Road, 4691 SW 34th Terrace
BUILDING
EXISTING 6 STORY COMMERCIAL OFFICES BUILDING
WOOD
H.P. (FIP) HIGH POINT W.P. WATERPROOFING
HR HOUR
materials, supplies, equipment, trash, etc.
Davie, FL 33314 Fort Lauderdale, FL 33312
W.W.F.
WELDED WIRE FABRIC
RENOVATION AREA
3,800 USF
(T) 954.680.2690 (T) 908.890.0005
207 D
jA