10-920-001GENERAL- NOTES
GENERAL REQUIREME
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 SMALL OBTAIN AND PAY FOR ALL PERMITS NECESSARY
OTHER THAN THE. BUILDING PERMIT. CONTRACTOR SHALL ALSO PAY
FOR ALL OTHER 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 I 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. 2
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 T0, 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.
QOORS / 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 18" OF THE FLOOR (AND IS OVER 9 SQ. FT. PER
PANEL) SHALL BE TEMPERED GLASS OR LAMINATED SAFETY GLASS
PER CODE.
GLAZING U -VALUE (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 ISMACNA MANUAL UNLESS OTHERWISE NOTED.
B. CAULKING AND I SEALANTS. USE PRIMERS AS REQUIRED BY
MANUFACTURER: BACKING RODS OR TAPE AS RECOMMENDED BY
MANUFACTURER. USE POLYURETHANE SEALANTS AT CONCRETE FLOOR
AND SIDEWALK I 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.
I
1. VERIFY IN FIELD PRIOR DEkIOLITION 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. INTEROOf
8.
aALLY 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.
FLORIDA FIRE PREVENTION
NOTE:
ALL NEW WORK TO COMPLY WITH FLORIDA FIRE PREVENTION CODE 101 (NFPA 101).
NOTE
THE EXISTING BUILDING HAS NO FIRE SPRINKLERS AND FIRE ALARMS AT THIS PROJECT
LOCATION.
NOTE:.
LIFE SAFETY PLAN ON SHEET All COMPLIES WITH FLORIDA FIRE PREVENTION CODE
(FFPC) 101- 7.3.1.2 OCCUPANT LOAD TABLE.
MAXIMUM' TRAVEL DISTANCE REQUIRED = 200' -0" LINEAR FEET
MAXIMUM TRAVEL DISTANCE PROVIDED = 91' -5" LINEAR FEET
OCCUPANT LOAD PER FFPC 101 -7.3.1.2
DINING AREA
540
S.F.
/
15 =
36.0
KITCHEN /SERVICE AREA
970
S.F.
/
100 =
9.70
STORAGE AREA
170
S.F.
/
300
= 0.56
HALLWAY /RESTROOM
180
S.F.
/
100
= 1.80
TOTAL OCCUPANT LOAD
PROJE,
PROJECT MAP
0
= 48.06
-ENANT IMPROVEMENT FOR
5744 SUNSET DR
SOUTH MIAMI, FLORIDA 33143
REFERENCE SYMBOLS
DOOR TAG 1� BUILDING ELEVATION X
REFERENCE A4
ROOM TAG 100
WALL SECTION X
1 REFERENCE A4
DETAIL REFERENCE
EQUIPMENT 1
REVISION REFERENCE
CONTACT INFORMATION
TF,EIANT IREQ_R A_T`1QN'
ATTN: STEFANO BARBOSA
305 -205 -9742
STEFANO. BAR BOSA0GMAI L.COM
CORPORATE INFORMATION:
MENCHIE'S YOGURT
ATTN: TOM REGEV
6345 BALBOA BOULEVARD
SUITE 170
ENCINO, CA 91318
P: (818).708.0316
F: (818).708.0117
tom.regev®menchiesyogurt.com
LANDLORD:
AMAL QAHHAT
305.796.0481
AMALQAH HAT @YAH 00. C O 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
PROJECT DATA
'U
i' 1 '
p
PROJECT NAME: MENCHIE'S FROZEN YOGURT
PROJECT ADDRESS: 5744 SUNSET DR
SOUTH MIAMI, FL 33143
LOCAL JURISDICTION: BUILDING & SAFETY - CITY OF SOUTH MIAMI
HEALTH - DIVISION OF HOTELS & RESTAURANTS
CODES UTILIZED: 2007 r FLORIDA BUILDING CODE
2007 FLORIDA PLUMBING CODE
2007 FLORIDA MECHANICAL CODE
2005 NATIONAL ELECTRICAL CODE
2007 FLORIDA STATE ACCESSIBILITY CODE
2007 FLORIDA FIRE PREVENTION CODE (NFPA 101)
NQTE: THE EXISTING BUILDING HAS NO FIRE SPRINKLERS AND FIRE ALARMS AT
THIS PROJECT LOCATION.
PROP , 9 .ED USE: SELF SERVED YOGURT
CONS`' °,UCTION TYPE: V -N
OCCUPANCY GROUP: M )A,
TOTAL... S.F.: 2,076 S.F.
DINING AREA 540 S.F. / 15 = 36.0
KITCHEN /SERVICE AREA 970 S.F. / 100 = 9.70
STORAGE AREA 170 S.F. / 300 = 0.56
HALLWAY /RESTROOM 180 S.F. / 100 = 1.80
TOTAL OCCUPANT LOAD = 48.06
TOTAL OCCUPANT LOAD: 48.06 DA3
1 EXITS) REQUIRED, 2 EXITS) PROVIDED (OCCUPANT >50)
2 RESTROOM REQUIRED, 2 RESTROOM(S) PROVIDED
NO STRUCTURAL WORK IS TO BE PERFORMED UNDER THIS PERMIT.
NO SI i E WORK IS TO BE PERFORMED UNDER THIS PERMIT.
(3) EMPLOYEES MAXIMUM
EXTERIOR SIGN UNDER SEPARATE PERMIT BY SIGN COMPANY - INSTALLED BY GC
NDEX OFSHEETS
Al
AE3E3REVI A TI ON S
A1.1
EXISTING AND PROPOSED
ACP
ACOUSTICAL CLG. PANEL
FLASH.
FLASHING
P.LAM
PLASTIC LAMINATE
ACT
ACOUSTICAL CLG. TILE
FDIC
FURNISHED BY OWNER
PLYWD
R
PLYWOOD
RISER, RADIUS
AL
ALUMINUM
ELEVATIONS
INSTALLED BY CONTRACTOR
REBAR
REINFORCING BAR
ALUM
ALUMINUM
FO
FINISH OPENING
REF
REFERENCE
ARCH
ARCHITECTURAL
FRP
FIBERGLASS
REV
REVISION
AVG.
BLDG
AVERAGE
BUILDING
FRT
REINFORCED PANELS
FIRE RETARDANT TREATED
RM. RMS
ROOM, ROOMS
BLKG
BLOCKING
GA
GAUGE
RO
ROUGH OPENING
BR
BRICK
GL
GALVANIZED
S & V
STAIN AND VARNISH
CMU
CONCRETE BLOCK
GL
GLASS
SC
SOLID CORE
CT
CFM
CERAMIC TILT=
CUBIC FEET PER MINUTE
GWB
GYPSUM WALLBOARD
SCHED
SEC
SCHEDULE
SECTION
CL
CENTER LINE
HDWE
HM
HARDWARE
HOLLOW METAL
SHT
SHEET
CLG
CEILING
SPECS
SPECIFICATIONS
CONIC
CONCRETE
HOR
HORIZONTAL
SF
SQUARE FEET
CONT
CONTINUOUS
HT
HEIGHT
ST
STEEL
CW
COLD WATER
HW
HOT WATER
STOR
STORAGE
DTL
DETAIL
HW-T
HOT WATER TANK
STRUCT
STRUCTURAL
DF
DRINKING FOUNTAIN
LT
LAVATORY
SUSP
SUSPENDED
DIA
DIAMETER
LT
LIGHT
SV
SHEET VINYL
DIM
DIMENSION
MAT'L
MATERIAL
SS
STAINLESS STEEL
DIN
DOWN
MAX
MAXIMUM
TB
TELEPHONE MOUNTING BOARD
DR
DOOR
MTL
METAL,
TD
TRENCH DRAIN
DS
DOWNSPOUT
MIN
MINIMUM
THRESH
THRESHOLD
DWG
DRAWING
M.O.
MASONRY OPENING
Np
TYPICAL
EA
EACH
MUL ,
MULLION
UNFIN
UNFINISHED
ELEV
ELEVATION
N/A
NOT APPLICABLE
UR
URINAL
EXIST
EXISTING
NIC
NOT IN THIS CONTRACT
VCT
VINYL COMPOSITION TILE
or E
NO.
NUMBER
VERT
VERTICAL
EXT.
EXTERIOR
NOM
NOMINAL
VST
VINYL SAFETY TILE
FDN
FOUNDATION
NTS
NOT TO SCALE
W
WIDTH
FIN
FINISH
O.C.
ON CENTER
WC
WATER CLOSET
FD
FLOOR DRAIN
PD
DIMENSION
WD
WOOD
FL
FLOOR
PA IN
WDW
WINDOW
WP
WATERPROOF
CONTACT INFORMATION
TF,EIANT IREQ_R A_T`1QN'
ATTN: STEFANO BARBOSA
305 -205 -9742
STEFANO. BAR BOSA0GMAI L.COM
CORPORATE INFORMATION:
MENCHIE'S YOGURT
ATTN: TOM REGEV
6345 BALBOA BOULEVARD
SUITE 170
ENCINO, CA 91318
P: (818).708.0316
F: (818).708.0117
tom.regev®menchiesyogurt.com
LANDLORD:
AMAL QAHHAT
305.796.0481
AMALQAH HAT @YAH 00. C O 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
PROJECT DATA
'U
i' 1 '
p
PROJECT NAME: MENCHIE'S FROZEN YOGURT
PROJECT ADDRESS: 5744 SUNSET DR
SOUTH MIAMI, FL 33143
LOCAL JURISDICTION: BUILDING & SAFETY - CITY OF SOUTH MIAMI
HEALTH - DIVISION OF HOTELS & RESTAURANTS
CODES UTILIZED: 2007 r FLORIDA BUILDING CODE
2007 FLORIDA PLUMBING CODE
2007 FLORIDA MECHANICAL CODE
2005 NATIONAL ELECTRICAL CODE
2007 FLORIDA STATE ACCESSIBILITY CODE
2007 FLORIDA FIRE PREVENTION CODE (NFPA 101)
NQTE: THE EXISTING BUILDING HAS NO FIRE SPRINKLERS AND FIRE ALARMS AT
THIS PROJECT LOCATION.
PROP , 9 .ED USE: SELF SERVED YOGURT
CONS`' °,UCTION TYPE: V -N
OCCUPANCY GROUP: M )A,
TOTAL... S.F.: 2,076 S.F.
DINING AREA 540 S.F. / 15 = 36.0
KITCHEN /SERVICE AREA 970 S.F. / 100 = 9.70
STORAGE AREA 170 S.F. / 300 = 0.56
HALLWAY /RESTROOM 180 S.F. / 100 = 1.80
TOTAL OCCUPANT LOAD = 48.06
TOTAL OCCUPANT LOAD: 48.06 DA3
1 EXITS) REQUIRED, 2 EXITS) PROVIDED (OCCUPANT >50)
2 RESTROOM REQUIRED, 2 RESTROOM(S) PROVIDED
NO STRUCTURAL WORK IS TO BE PERFORMED UNDER THIS PERMIT.
NO SI i E WORK IS TO BE PERFORMED UNDER THIS PERMIT.
(3) EMPLOYEES MAXIMUM
EXTERIOR SIGN UNDER SEPARATE PERMIT BY SIGN COMPANY - INSTALLED BY GC
NDEX OFSHEETS
Al
TITLE SHEET
A1.1
EXISTING AND PROPOSED
A1.2
RESPONSIBILITY SCHEDULES
,'�� a 13I3I�JI
;'� 9 r.
A2
FLOOR PLAN
C I"
A3
REFLECTED CEILING PLAN
L�'�ILD��^'�
A4
ELEVATIONSs.DC
A4.1
ELEVATIONS
A5
EQUIPMENT PLAN
A6
DETAILS
=�
A7
MILLWORK /SOFFIT DETAILS
M1.1
MECHANICAL PLAN AND SYMBOLS
y p.
M2.1
MECHANICAL DETAILS, SCHEDULES
R -1
GLYCOL SPECIFICATION SHEET
OF SOUS H M0
(;iT,(
BUILDING DEPT
P1.1
PLUMBING PLAN & SYMBOLS
O
P2.1
PLUMBING DETAILS, SCHEDULES
,G SECTION
BUjLDj
E1.1
E2.1
ELECTRICAL LIGHTING PLAN & POWER
SINGLE -LINE DIAGRAM & PANEL SCHEDULES
PLAN
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