10-920-003GENERAL NOTES
GENERAL REQUIREMENTS
A. DRAWINGS. THE DRAWINGS ARE INTENDED TO DESCRIBE THE
OVERALL SCOPE OF WORK. CONTRACTORS SHALL FIELD VERIFY
EXISTING CONDITIONS AND ALERT ARCHITECT TO ANY
UNFORESEEN CONSTRUCTION DIFFICULTIES BEFORE BEGINNING
WORK.
B. PRE — CONSTRUCTION MEETING. PRIOR TO ANY CONSTRUCTION OR
DEVELOPMENT ACTIVITY, THE CONTRACTOR SHALL SCHEDULE, WITH
OWNERS APPROVAL, A PRE — CONSTRUCTION MEETING WITH THE LOCAL
BUILDING DEPT. OR LOCAL PUBLIC WORKS DEPT. VERIFY WHICH
AGENCY WOULD BE INVOLVED. THE CONTRACTOR SHALL PROVIDE
LOCAL INSPECTOR WITH 24 HOURS NOTICE PRIOR TO INSPECTION.
C. REPETITIVE. TYPICAL WALL SECTIONS, FINISHES, AND DETAILS
ARE NOT INDICATED EVERYWHERE THEY OCCUR ON PLANS,
ELEVATIONS AND SECTIONS. REFER TO DETAILED DRAWINGS.
CONTRACTOR TO PROVIDE AS IF DRAWN IN FULL.
D. CODES / PERMITS / REGULATIONS. ALL EXTERIOR SIGNAGE MUST
BE SUBMITTED AND REVIEWED UNDER SEPARATE PERMIT
APPLICATION.
CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS NECESSARY
OTHER THAN THE BUILDING PERMIT. CONTRACTOR SHALL ALSO PAY
FOR ALL OTHER I CHARGES, FEES OR COSTS CHARGED BY THE
BUILDING AND CONSTRUCTION DEPARTMENTS, UTILITY AGENCIES OR
PRIVATE COMPANIES WHICH REQUIRE SUCH COSTS FOR OR PRIOR
TO INSTALLATIONS.
NOTHING IN THE, DRAWINGS SHALL BE CONSTRUCTED TO PERMIT AN
INSTALLATION IN VIOLATION OF APPLICABLE CODES AND /OR
RESTRICTIONS. !SHOULD ANY CHANGE IN THE DRAWINGS BE
NECESSARY IN ORDER TO COMPLY WITH APPLICABLE CODES AND /OR
REQUIREMENTS, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AT
ONCE AND CEASE WORK. ALL PARTS PERFORMED UNDER THIS
CONTRACT SHALL BE IN FULL ACCORDANCE WITH THE LATEST RULES,
REGULATIONS, RESTRICTIONS, REQUIREMENTS AND CODES:
AMENDED BY GOVERNING CITY & ALL JURISDICTION RULES AND
REGULATIONS.
E. DIMENSIONS ARE SHOWN TO FACE OF MASONRY OR
CENTERLINE OF OPENING, UNLESS DETAILED OTHERWISE ON
DRAWINGS.
DO NOT SCALE DRAWINGS. THE CONTRACTOR SHALL USE DIMENSIONS
SHOWN ON THE DRAWINGS AND ACTUAL FIELD MEASUREMENTS.
NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND.
THE CONTRACTOR SHALL VERIFY ALL ROUGH —IN DIMENSIONS FOR
THE EQUIPMENT FURNISHED AND INSTALLED BY HIMSELF /HERSELF OR
OTHERS.
THE CONTRACTOR SHALL CONSULT THE PLANS OF ALL TRADES
FOR OPENINGS THROUGH SLABS, WALLS, CEILINGS AND ROOFS.
F. SHOP DRAWINGS REVIEW. PROVIDE SHOP DRAWINGS FOR THE
ARCHITECTS / OWNERS AND AS REQUIRED BY THE CITY PRIOR
TO CONSTRUCTION.
G. CONTRACTOR TO FRAME OPENINGS IN WALLS, CEILINGS AND FLOORS
FOR H.V.A.C. AND OTHER MECHANICAL OR ELECTRICAL WORK WHERE
REQUIRED AND NOT OTHERWISE SHOWN ON THE PLANS.
H. COMPLY WITH APPLICABLE REGULATIONS FOR BARRIER —FREE
FACILITIES INCLUDING:
1) MAXIMUM THRESHOLD HEIGHT TO BE ONE HALF INCH
(1/2 ") ALONG ACCESSIBLE ROUTE OF TRAVEL.
2) STAIR NOSINGS TO BE FLUSH, SLIP — RESISTANT AND ROUNDED
TO RADIUS, OF ONE HALF INCH (1/2 ") MAXIMUM.
DOORS / WINDOWS
A. GLAZING. PROVIDE GLAZING PER CITY CODES:
INSULATED UNITS SHALL BE CLASS 40 GLAZING WITH LOW
ARGON GAS.
GLAZING IN LOCATIONS SUBJECT TO HUMAN IMPACT SUCH AS PANES
IN DOORS, GLAZING WITHIN A 24" ARC OF A DOOR OPENING,
GLAZING WITHIN 118" OF THE FLOOR (AND IS OVER 9 SQ. FT. PER
PANEL) SHALL BE TEMPERED GLASS OR LAMINATED SAFETY GLASS
PER CODE.
GLAZING U —VAL UI E (AMMA TESTED) U -40 MAXIMUM.
FIRE PROTECTION
A. EXTEND THE EXISTING AUTOMATIC FIRE SPRINKLER SYSTEM AS
REQUIRED. GET SYSTEM DESIGN APPROVED BY GOVERNING
CITY'S BUILDING 'DEPT. AND FIRE DEPT. PRIOR TO INSTALLATION.
(IF APPLICABLE)
B. PROVIDE FIRE EXTINGUISHERS AS REQUIRED BY INTERNATIONAL
BUILDING CODE AND LOCATE PER FIRE MARSHALL'S DIRECTION. 1
FIRE EXTINGUISHER PER 3,000 S.F. OF BLDG. AREA WITH 75' -0"
TRAVEL DISTANCE BETWEEN EXTINGUISHERS.
C. MAINTAIN STRUCTURAL AND FIRE RESISTIVE INTEGRITY AT EXTERIOR
AND RATED INTERIOR WALL PENETRATIONS FOR ELECTRICAL,
MECHANICAL, PLUMBING AND COMMUNICATIONS CONDUITS, PIPED
AND SIMILAR SYSTEMS PER CITY'S CODE.
THERMAL /MOISTURE PROTECTION
A. OPENINGS. ALL OPENING TO BE CAULKED, SEALED OR WEATHER —
STRIPPED.
ALL FLASHING AND ARCHITECTURAL SHEET METAL TO BE 24 GAUGE
GALVANIZED STEEL, FACTORY PRIMED AND FIELD PAINTED. 10' -0"
LENGTHS, PER SMACNA MANUAL UNLESS OTHERWISE NOTED.
B. CAULKING AND SEALANTS. USE PRIMERS AS REQUIRED BY
MANUFACTURER. BACKING RODS OR TAPE AS RECOMMENDED BY
MANUFACTURER. USE POLYURETHANE SEALANTS AT CONCRETE FLOOR
AND SIDEWALK JOINTS. ALL OTHER LOCATIONS USE POLYSULFIDE OR
SILICONE.
C. VAPOR BARRIERS'. CONTINUOUS APPROVED VAPOR BARRIERS SHALL BE
INSTALLED ON THE HEATED SIDE OF ALL THERMAL INSULATION INSTALLED.
D. INSULATION. PROVIDE INSULATION PER LOCAL
CODE, COMPONENT PERFORMANCE APPROACH.
1. VERIFY IN FIELD PRIOR DEMOLITION OF EXISTING WALLS IF ANY STRUCTURAL
COLUMNS EXIST. IF SO CONTACT ARCHITECT IMMEDIATELY.
2. CONTRACTOR TO MAINTAIN PROPER LIGHTING, SANITATION AND VENTILATION AT ALL
TIMES.
3. ALL WORK MUST BE APPROVED BY BUILDING INSPECTOR PRIOR TO COVERING WORK.
4. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN A WATER AND
WEATHER TIGHT BUILDING.
5. ALL WORK TO BE PERFORMED TO CODE BY LICENSED CONTRACTORS PERFORMING
WORK IN THEIR SPECIFIC TRADE ONLY.
6. ALL DESIGN, DRAWINGS AND DETAILS REPRESENT COMPLETE WORK IN PLACE.
ARCHITECT SHALL HAVE NO CONTROL OR CHANGE OF AND SHALL NOT BE
RESPONSIBLE FOR CONSTRUCTION.
7. INTERIOR PARTITION DIMENSIONS NOTED ON PLANS MAY BE SHOWN A NOMINAL
DIMENSION, SUCH AS 5" INTERIOR WALL REFERS TO GYPSUM BOARD EACH OVER 3
5/8" STUDS. STUD SPACING IS 24" O.C.
8. ALL DEBRIS GENERATED FROM CONSTRUCTION MUST BE KEPT ON THE SITE IN
EITHER AN ENCLOSED AREA OR HAULED AWAY DAILY, AND DISPOSED OF LEGALLY OFF
SITE.
9. EXTERIOR SIGNAGE IS NOT PART OF THIS CONTRACT OR PERMIT EXCEPT ELECTRICAL
ROUGH —IN AND BLOCKING. SIGN CONTRACT SHALL MAKE SEPARATE SUBMITTAL TO
THE CITY FOR REVIEW AND PERMIT.
10. KEEP ALL PIPING AND CONDUIT AS CLOSE TO WALLS AND ROOF DECK AS POSSIBLE
AND ALL DUCTWORKS AS CLOSE TO ROOF AS POSSIBLE. WHERE EXPOSED ALL PIPING
CONDUIT AND DUCTWORK SHALL BE PAINTED UNLESS NOTED. ALL PIPING AND
CONDUIT SHALL BE ORGANIZED IN A NEAT MANNER RUNNING PARALLEL OR
PERPENDICULAR TO ROOF FRAMING MEMBERS.
11. MAXIMUM FLAME SPREAD CLASSIFICATION OF FINISH MATERIALS USED ON INTERIOR
WALLS AND CEILINGS SHALL NOT EXCEED THAT SET FORTH IN FLAME SPREAD TABLE
OF THE BUILDING CODE.
12. VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO CONSTRUCTION AND COORDINATE
WITH ARCHITECT ANY CONFLICTS WITH THE PLANS.
13. PERFORM THE REMOVAL, CUTTING AND DRILLING WITH THE CARE USE OF THE
SMALLEST TOOLS SO AS TO NOT DAMAGE THE STRUCTURAL INTEGRITY OF THE
BUILDING.
14. TO SAW CUT AT EXISTING RESTROOM LOCATION USE SAWS AND COREDRILLS DO NOT
USE JACKHAMMER UNDER ANY CIRCUMSTANCES.
GENERAL CONTRACTOR NOTE:
THE GC MUST SUBMIT SEPARATE DRAWINGS FOR SPRINKLER AND FIRE ALARM WORK
AND SHALL BE UNDER SEPARATE PERMIT.
PROJECT MAP
PROJECT
A TENANT IMPROVEMENT FOR
5744 SUNSET DR
SOUTH MIAMI, FLORIDA 33143
REFERENCE SYMBOLS I PROJECT DATA
ABBREVIATIONS
ACP ACOUSTICAL CL.G. PANEL
ACT ACOUSTICAL CLG. TILE
AL
ALUMINUM
ALUM
ALUMINUM
ARCH
DOOR TAG
1�
BUILDING ELEVATION
X
PROJECT NAME:
BLKG
BLOCKING
REFERENCE
A4
PROJECT ADDRESS:
ROOM TAG
100
CERAMIC TILE
CFM
CUBIC FEET PER MINUTE
CL
CENTER LINE
WALL SECTION
X
CONC
CONCRETE
1
REFERENCE
A4
LOCAL JURISDICTION:
DETAIL REFERENCE
A4
DF
DRINKING FOUNTAIN
DIA
DIAMETER
DIM
EQUIPMENT
REFERENCE
0
CODES UTILIZED:
REVISION
—
DS
DOWNSPOUT
DWG
ABBREVIATIONS
ACP ACOUSTICAL CL.G. PANEL
ACT ACOUSTICAL CLG. TILE
AL
ALUMINUM
ALUM
ALUMINUM
ARCH
ARCHITECTURAL,
AVG.
AVERAGE
BLDG
BUILDING
BLKG
BLOCKING
BR
BRICK
CMU
CONCRETE BLOCK
CT
CERAMIC TILE
CFM
CUBIC FEET PER MINUTE
CL
CENTER LINE
CLG
CEILING
CONC
CONCRETE
CONT
CONTINUOUS
CW
COLD WATER
DTL
DETAIL
DF
DRINKING FOUNTAIN
DIA
DIAMETER
DIM
DIMENSION
DN
DOWN
DR
DOOR
DS
DOWNSPOUT
DWG
DRAWING
EA
EACH
ELEV
ELEVATION
EXIST
EXISTING
or E.
HORIZONTAL
EXT.
EXTERIOR
FDN
FOUNDATION
FIN
FINISH
FD
FLOOR DRAIN
FL
FLOOR
FLASH.
FLASHING
P.LAM
PLASTIC LAMINATE
FOIC
FURNISHED BY OWNER
PLYWD
PLYWOOD
INSTALLED BY CONTRACTOR
R
RISER, RADIUS
FO
FINISH OPENING
REBAR
REINFORCING BAR
FRP
FIBERGLASS
REF
REFERENCE
SEATS
REINFORCED PANELS
REV
REVISION
FRT
FIRE RETARDANT TREATED
RM. RMS
ROOM, ROOMS
GA
GAUGE
RO
ROUGH OPENING
GALV
GALVANIZED
S & V
STAIN AND VARNISH
GL
GLASS
SC
SOLID CORE
GWB
GYPSUM WALLBOARD
SCHED
SCHEDULE
HDWE
HARDWARE
SEC
SECTION
HM
HOLLOW METAL
SHT
SHEET
HOR
HORIZONTAL
SPECS
SPECIFICATIONS
HT
HEIGHT
SF
SQUARE FEET
HW
HOT WATER
ST
STEEL
HWT
HOT WATER TANK
STOR
STORAGE
LAV
LAVATORY
STRUCT
STRUCTURAL
LT
LIGHT
SUSP
SUSPENDED
MAT'L
MATERIAL
SV
SHEET VINYL
MAX
MAXIMUM
SS
STAINLESS STEEL
MTL
METAL
TB
TELEPHONE MOUNTING BOARD
MIN
MINIMUM
TD
TRENCH DRAIN
M.O.
MASONRY OPENING
THRESH
THRESHOLD
MUL
MULLION
TYP
TYPICAL
N/A
NOT APPLICABLE
UNFIN
UNFINISHED
UR
URINAL
NIC
NOT IN THIS CONTRACT
VCT
VINYL COMPOSITION TILE
NO.
NUMBER
VERT
VERTICAL
NOM
NOMINAL
VST
VINYL SAFETY TILE
NTS
NOT TO SCALE
W
WIDTH
O.C.
ON CENTER
WC
WATER CLOSET
OD
OUTSIDE DIMENSION
WD
WOOD
PT
PAINT
WDW
WINDOW
WP
. WATERPROOF
CONTACT INFORMATION
TENANT 'II4,G RMAT-1ON:
ATTN:, F ► B BO
SA
305 -2
STEFA GMAIL.COM
CORPORATE INFORMATION:
MENCHIE'S YOGURT
ATTN: TOM REGEV
6345 BALBOA BOULEVARD
SUITE 170
ENCINO, CA 91316
P: (818).708.0316
F: (818).708.0117
tom.regev®menchiesyogurt.com
LANDLORD:
AMAL QAHHAT
305.796.0481
AMALQAH HAT®YAH OO. CO M
HEALTH DEPARTMENT:
DIVISION OF HOTELS &
RESTAURANTS
1940 N. MONROE STREET
TALLAHASSEE, FL 32399
P: 850.487.1395
NEPTUNE PROJECT MANAGER:
ATTN: ELISA BAYHA
9311 E. VIA DE VENTURA
SCOTTSDALE, AZ 85258
P: (480).362.4764
F: (480).452.0122
elisa ®neptunedg.com
BUILDING DEPARTMENT:
CITY HALL, 2ND FLOOR
6130 SUNSET DRIVE
SOUTH MIAMI, FL 33143
TEL: (305) 663 -6358
FAX: (305) 666 -4591
MENCHIE'S FROZEN YOGURT
5744 SUNSET DR
SOUTH MIAMI, FL 33143
BUILDING & SAFETY — CITY OF SOUTH MIAMI
HEALTH — DIVISION OF HOTELS & RESTAURANTS
2007 FLORIDA BUILDING CODE
2007 FLORIDA PLUMBING CODE
2007 FLORIDA MECHANICAL CODE
2005 NATIONAL ELECTRICAL CODE
2007 FLORIDA STATE ACCESSIBILITY CODE
PROPOSED USE:
SELF
SERVED YOGURT
CONSTRUCTION TYPE:
V —N
OCCUPANCY GROUP:
A2
TOTAL S.F.:
2,076 S.F.
DINING AREA 540 S.F. /
15
= 36
KITCHEN /SERVICE AREA 1140
S.F. / 200 = 5.7
HALLWAY /RESTROOM 180
S.F.
/ 100 = 1.8
ACTUAL INTERIOR SEATING: 33
SEATS
TOTAL OCCUPANT LOAD:
43.5
1 EXIT(S) REQUIRED, 2 EXITS) PROVIDED (OCCUPANT >50)
2 RESTROOM REQUIRED, 2 RESTROOM(S) PROVIDED
NO STRUCTURAL WORK IS TO BE PERFORMED UNDER THIS PERMIT.
NO SITE WORK IS TO BE PERFORMED UNDER THIS PERMIT.
(3) EMPLOYEES MAXIMUM
I
EXTERIOR SIGN UNDER SEPARATE PERMIT BY SIGN COMPANY — INSTALLED BY GC
NDEX OF SHEETS
Al TITLE SHEET
Al.1 EXISTING AND PROPOSED
A1.2 RESPONSIBILITY SCHEDULES
A2 FLOOR PLAN
A3 REFLECTED CEILING PLAN
A4 ELEVATIONS V I D
A4.1 ELEVATIONS
A5 EQUIPMENT PLAN
A6 DETAILS
A7 MILLWORK /SOFFIT DETAILS
M1.1 MECHANICAL PLAN AND SYMBOLS
M2.1 MECHANICAL DETAILS, SCHEDULES
R -1 GLYCOL SPECIFICATION SHEET
P1.1 PLUMBING PLAN & SYMBOLS
P2.1 PLUMBING DETAILS, SCHEDULES
E1.1 ELECTRICAL LIGHTING PLAN & POWER PLAN
E2.1 SINGLE —LINE DIAGRAM & PANEL SCHEDULES
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EXTERIOR SIGN UNDER SEPARATE PERMIT BY SIGN COMPANY — INSTALLED BY GC
NDEX OF SHEETS
Al TITLE SHEET
Al.1 EXISTING AND PROPOSED
A1.2 RESPONSIBILITY SCHEDULES
A2 FLOOR PLAN
A3 REFLECTED CEILING PLAN
A4 ELEVATIONS V I D
A4.1 ELEVATIONS
A5 EQUIPMENT PLAN
A6 DETAILS
A7 MILLWORK /SOFFIT DETAILS
M1.1 MECHANICAL PLAN AND SYMBOLS
M2.1 MECHANICAL DETAILS, SCHEDULES
R -1 GLYCOL SPECIFICATION SHEET
P1.1 PLUMBING PLAN & SYMBOLS
P2.1 PLUMBING DETAILS, SCHEDULES
E1.1 ELECTRICAL LIGHTING PLAN & POWER PLAN
E2.1 SINGLE —LINE DIAGRAM & PANEL SCHEDULES
A M
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