08-1272-002j
7. SEE STRUCTURAL DRAWINGS FOR LOCATION OF TIE COLUMNS. V.
8. GENERAL CONTRACTOR SHALL COORDINATE AND FIELD LOCATE ALL
REQUIRED SLAB RECESSES FOR TOILET FLOOR TILES, DOOR PIVOTS, MATS,
OPERATORS, RAILINGS, FLOOR AND ROOF OPENINGS ETC. PRIOR TO POURING OF
CONCRETE SLAB.
9. USE METAL FRAMING SYSTEMS IN CEILING SPACES TO SUPPORT TOILET AND
GLASS PARTITIONS, DOORS, SOFFITS, SIGNS, ETC. SUCH FRAMING SYSTEM SHALL .
BE STRUCTURALLY DESIGNED BY A FLORIDA REGISTERED PROFESSIONAL
A3.0 l PROPOSED ELEVATIONS
A3.02 PROPOSED ELEVATIONS
A4.01 PROPOSED BLDG. SECTIONS
A4.02 PROPOSED FOUNTAIN
A5.01 PROPOSED BLDG. WALL SECTION
A7.01 LARGE SCALE RESTROOM PLAN, SCH. do DETAILS
ENGINEER.
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A7.02
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10. LOUVERS SHALL BE DESIGN AS PER ASCE 7-S8 CRITERIA.
INDEX
I. SCOPE OF WORK
ITI. SITE PLAN GENERAL NOTES
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8. GENERAL CONTRACTOR SHALL COORDINATE AND FIELD LOCATE ALL
REQUIRED SLAB RECESSES FOR TOILET FLOOR TILES, DOOR PIVOTS, MATS,
OPERATORS, RAILINGS, FLOOR AND ROOF OPENINGS ETC. PRIOR TO POURING OF
CONCRETE SLAB.
9. USE METAL FRAMING SYSTEMS IN CEILING SPACES TO SUPPORT TOILET AND
GLASS PARTITIONS, DOORS, SOFFITS, SIGNS, ETC. SUCH FRAMING SYSTEM SHALL .
BE STRUCTURALLY DESIGNED BY A FLORIDA REGISTERED PROFESSIONAL
A3.0 l PROPOSED ELEVATIONS
A3.02 PROPOSED ELEVATIONS
A4.01 PROPOSED BLDG. SECTIONS
A4.02 PROPOSED FOUNTAIN
A5.01 PROPOSED BLDG. WALL SECTION
A7.01 LARGE SCALE RESTROOM PLAN, SCH. do DETAILS
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DBLewisArchitecture +Design
A7.02
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10. LOUVERS SHALL BE DESIGN AS PER ASCE 7-S8 CRITERIA.
INDEX
I. SCOPE OF WORK
ITI. SITE PLAN GENERAL NOTES
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• • • • • • M • . Y Y • Y
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NEW CAFE (SMALL RESTURANT). NEW ENLARGED
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ABBREVIATION - SYMBOLS
SHALL HAVE A FLAME SPREAD CLASSIFICATION
NEW HARDSCAPING & LANDSCAPING OF FRONT &
THE "C" DRAWINGS.
TENANT /LESSEE:
G1.03
SITE SURVEY ENLARGE
SIDE YARDS FOR NEW CAFE TERRACE WITHIN PROPERTY.
4. SEE CIVIL DRAWINGS FOR SITE GRADING, PAVING CURBS, &
SOUTH MIAMI, FL 33143
61.04
SITE SURVEY ORIGINAL
I
S-1
WORK TO INCLUDE REPAIR & ENLARGEMENT
STRIPPING.
PRODUCTS AN D/OR SYSTEMS:
A. PRE- FORMED METAL WALL AND ROOF PANEL SYSTEM.
2000 N.W. 89 PL, SUITE 102 MAIM], FL
S -2
GROUND FLOOR AND FOUNDATION PLAN
OF EXISTING SIDEWALK, & REAR PARKING LOT.
5. SEE PLUMBING ELECTRICAL SITE PLANS PLANS FOR
VII. CODE REGULATIONS
IM -1
EXISTING BUILDING
ROOF FRAMING PLAN
CONSULTING ENGINEERS
C. LOUVERS.
CONNECTIONS TO EXISTING ON & OFF UTILITIES. CONTRACTOR
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PROPOSED BUILDING RENDERINGS
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E. RAILINGS &GLASS PARTITIONS..
TI. GENERAL NOTES
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6. FOR SITE LIGHTING, SEE "E" DRAWINGS.
S-5
IM -3
PROPOSED RENDER ELEVATIONS
F. METAL STUD CEILINGS AND PARTITIONS.
LANDSCAPE:
*FLOP /DAB EU /LD /NG CODES 2001 EDIT /ON
7. ALL SITEPLAN DIMENSIONS ARE TO FINISHED FACE OF CURB
S -6
SCHEDULES
Rudy Alemany
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DETAILS SHALL APPLY IN ALL CASES
1. TYPICAL NOTES AND T
UNLESS OTHERWISE NOTED. (FACE OF STUD, CONCRETE OR
LESSOR:
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TYPICAL DETAILS
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MASONRY @BLDG.)
A1.01
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REVISIONS DATE
2. CONTRACT LIMIT LINE IS FOR GENERAL INFORMATION ONLY. SOME WORK
8. ALL SITE INFORMATION IS TAKEN FORM SITE SURVEY.
PREPARED BY: A. FIORE AND ASSOCIATE S INC.
A1.02
.EXISTING
EXISTING ELEVATIONS
MAY NEED TO EXTEND BEYOND IN ORDER TO COMPLY WITH CERTAIN CODES
I AND OTHER CONTROLLING FACTORS AT NO ADDITIONAL COST.
,
LAND SUVEYORS LAND PLANNERS
A1.03
EXISTING ELEVATIONS
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A1.04
EXISTING BLDG. SECTIONS
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9. ALL EXTERIOR BUILDING WALKWAYS SHALL RECEIVE
12. SUITABLE ROADS ARE TO BE PROVIDED FOR FIRE AND PARAMEDICAL
JURISDICTION: CITY OF SOUTH MIAMI
3, CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS IN THE FIELD
EXPANSION JOINTS O.C. MAX OR WHERE SHOWN
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DISCREPANCIES AND INTERFERENCES.
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4. CONTRACTOR SHALL PROVIDE PROPER SAFEGUARDS IN COMPLIANCE WITH
14. ALL CONSTRUCTION, DEMOLITION, AND RENOVATION WORK TO COMPLY WITH
A2.02
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CODES Du RING ALL PHASES OF CONSTRUCTION.
IV. LEGAL DESCRIPTION
NFPA 241.
A2.03
KITCHEN EQUIPMENT LAYOUT
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5. CONTRACTOR TO INSTALL BARRIERS AS NECESSARY AND REQUIRED AROUND
W A LARKINS PB 3 - 198 LOTS 46 & 47 LESS W60 FT. LOT SIZ E
15. ELECTRONIC TAMPER SWITCHES, A CHAIN AND LOCK ARE REQUIRED ON THE
A2.04
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I -- PERIMETER OF CONSTRUCTION LIMITS TO PROTECT THE PUBLIC.
82.500 X116 OR 12864 -1421 0486 5
FIRE LINE BACKFLOW DEVICE.
A2.05
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6. CONTRACTOR TO REMOVE ALL DEBRIS FROM SITE AT END OF EACH DAY.
16. A KNOX -BOX RAPID ENTRY SYSTEM WILL BE REQUIRED FOR THE BLDG.
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7. SEE STRUCTURAL DRAWINGS FOR LOCATION OF TIE COLUMNS. V.
8. GENERAL CONTRACTOR SHALL COORDINATE AND FIELD LOCATE ALL
REQUIRED SLAB RECESSES FOR TOILET FLOOR TILES, DOOR PIVOTS, MATS,
OPERATORS, RAILINGS, FLOOR AND ROOF OPENINGS ETC. PRIOR TO POURING OF
CONCRETE SLAB.
9. USE METAL FRAMING SYSTEMS IN CEILING SPACES TO SUPPORT TOILET AND
GLASS PARTITIONS, DOORS, SOFFITS, SIGNS, ETC. SUCH FRAMING SYSTEM SHALL .
BE STRUCTURALLY DESIGNED BY A FLORIDA REGISTERED PROFESSIONAL
A3.0 l PROPOSED ELEVATIONS
A3.02 PROPOSED ELEVATIONS
A4.01 PROPOSED BLDG. SECTIONS
A4.02 PROPOSED FOUNTAIN
A5.01 PROPOSED BLDG. WALL SECTION
A7.01 LARGE SCALE RESTROOM PLAN, SCH. do DETAILS
ENGINEER.
DBLewisArchitecture +Design
A7.02
LARGE SCALE BAR PLAN & DETAILS
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10. LOUVERS SHALL BE DESIGN AS PER ASCE 7-S8 CRITERIA.
VI. FLAME SPRE AD NOTE
A8.01
FINISH SCH., U.L. DETAIL, & PARKING DETAILS
www.dblal.us
OR CUR RENT CODE.
ALL INTERIOR FINISHES INCLUDING WALLS, PARTITIONS
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CEILINGS AND OTHER EXPOSED INTERIOR SURFACES,
A9.01
DOOR SCH. & DETAILS
DADE COUNTY PRODUCT APPROVAL, AS WELL AS PROFESSIONAL CALCULATIONS
COMPRISING BOTH PLASTER, WOOD OR OTHER
A9.02
WINDOW SCH &DETAILS
AND /OR CERTIFICATIONS OF PERFORMANCE CRITERIA OF MATERIALS, SYSTEMS
INTERIOR FINISH MATERIAL AND ANY SURFACING MATERIAL
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OF CLASS A.
STRUCTURAL
PROJECT# 0804
5800 SW 73 RD ST
i A FLORIDA REGISTERED PROFESSIONAL ENGINEER WHO SPECIALIZES AND
SHALL HAVE A FLAME SPREAD CLASSIFICATION
TENANT /LESSEE:
f UNDERTAKES THE DESIGN OF SAID STRUCTURAL COMPONENTS OR SYSTEMS.
AS PER N.F.P.A. 101 SEC. 38. -3.3 (FOR BUSINESS OCCUPANCY).
S -0
STRUCTURAL NOTES
SOUTH MIAMI, FL 33143
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THESE REQUIREMENTS SHALL BE APPLIED BUT NOT LIMITED TO THE FOLLOWING
AS PER N.F.P.A. 101 SEC. 36. -3.3 (FOR MERCANTILE OCCUPANCY).
STRUCTURAL ENGINEER:
S-1
DEMOLITION PLAN
PRODUCTS AN D/OR SYSTEMS:
A. PRE- FORMED METAL WALL AND ROOF PANEL SYSTEM.
2000 N.W. 89 PL, SUITE 102 MAIM], FL
S -2
GROUND FLOOR AND FOUNDATION PLAN
B. EXTERIOR METAL CLADDING.
VII. CODE REGULATIONS
S -3
ROOF FRAMING PLAN
CONSULTING ENGINEERS
C. LOUVERS.
C.AA 26644
S -4
ELEVATIONS AND ROOF WIND PRESSURE DIAGRAM
P.305.595.9765 FAX:305.596.1814
_ D. EXTERIOR ROLL-UP DOOR.
E. RAILINGS &GLASS PARTITIONS..
BUILDING CODES:
S-5
ELEVATIONS
F. METAL STUD CEILINGS AND PARTITIONS.
LANDSCAPE:
*FLOP /DAB EU /LD /NG CODES 2001 EDIT /ON
ILLUSION LANDSCAPE & DESIGN
S -6
SCHEDULES
Rudy Alemany
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- G. EXTERIOR SOFFITS.
LESSOR:
ROGER D. SHAY A W, GRACE D
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S -7
TYPICAL DETAILS
CORAL GABLES, FL 33158 -2812
H. METAL STAIRS
I: OTHERS AS REQUIRED
* LIFE SAFETY CODE (N.F,P.A. 101), 2003 ED.
REVISIONS DATE
S -8
TYPICAL DETAILS, DUMPSTER DETAILS
THE ARCHITECT - ENGINEER SHALL BE ENTITLED TO RELY ON THE ACCURACY
* FLORIDA FIRE PREVENTION CODE, 2001 EDITION
S -9
ROOF FRAMING PLAN
AND COMPLETENESS OF THE CALCULATIONS AND CERTIFICATIONS SUBMITTED BY
S -10
SECTIONS AND DETAILS
Y THE CONTRACTOR.
* FLORIDA ACCESSIBILITY CODE, 2001 ED.
S -11
SECTIONS AND DETAILS
12. SUITABLE ROADS ARE TO BE PROVIDED FOR FIRE AND PARAMEDICAL
JURISDICTION: CITY OF SOUTH MIAMI
S -12
SECTIONS AND DETAILS
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14. ALL CONSTRUCTION, DEMOLITION, AND RENOVATION WORK TO COMPLY WITH
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DOCUMENTS
E -2
FLOOR PLAN
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15. ELECTRONIC TAMPER SWITCHES, A CHAIN AND LOCK ARE REQUIRED ON THE
E -3
ROOF PLAN
FIRE LINE BACKFLOW DEVICE.
E -4
LIGHTING PLAN
16. A KNOX -BOX RAPID ENTRY SYSTEM WILL BE REQUIRED FOR THE BLDG.
E -5
NELS RISERS
PANELS,
17. THE PARKING GARAGE IS TO BE SEPARATED BY AT LEAST A TWO HOUR FIRE
E -6
NOTES LEGENDS
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18. STAIR IDENTIFICATION SIGNS ARE REQUIRED.
M -1
HVAC LEGEND, NOTES, & SCHEDULES
19, ALL SHAFTS THAT ARE LARGE ENOUGH FOR PERSONS TO FALL INTO MUST BE
-
M -2
NEW HVAC PLAN
MARKED "SHAFTWAY" IN RED LETTERS.
M -3
HVAC ROOF PLAN
20. FLOOD ELEVATION N/A
M -4
HVAC DETAILS
21. EXISTING UNDERGROUND UTILITIES ARE SHOWN ON THE DRAWINGS. THIS IN
I NO WAY IMPLIES THAT THESE ARE THE ONLY UNDERGROUND UTILITIES ON THIS
P -1
PROPOSED SITE PLAN
I PROJECT. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL
P--2
PROPOSED FLOOR PLAN
y UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR 1S TO IDENTIFY
UTILITIES REQUIRED TO REMAIN ACTIVE PRIOR TO REMOVAL OF SAME. THE
P -3
PROPOSED ROOF PLAAN
CONTRACTOR IS TO REMOVE ALL INACTIVE EXISTING UTILITIES UNDER NEW
P -4
DETAILS
- CONSTRUCTION.
P -5
DETAILS
THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL
DAMAGES, INCLUDING ALL ASSOCIATED COSTS TO CORRECT SAID DAMAGES,
WHICH MIGHT BE OCCASIONED BY ITS FAILURE TO EXACTLY LOCATE AND
PRESERVE ANY AND ALL UNDERGROUND UTILITIES THAT ARE REQUIRED TO
s REMAIN ACTIVE. HE SHALL COORDINATE WITH ARCHITECT /ENGINEER AND CIVIL
CONTRACTOR.
22. A SEPARATE PERMIT APPLICATION FEE FOR UNDERGROUND UTILITIES AND
I'.
SIDE WORK SHALL BE REQUIRED.
23. A SEPARATE PERMIT IS REQUIRED FOR FIRE RETARDING FABRIC AWNING AS
PER FBC 104.1.1.
24. A SEPARATE PERMIT IS REQUIRED FOR POOL AS PER FBC 104.1.1.
25. HEALTH DEPARTMENT REVIEW REQUIRED FOR FACILITIES FOR THE POOLS.
26, A SEPARATE GAS PERMIT REQUIRED IF APPLICABLE.
27. A SEPARATE PERMIT IS REQUIRED FOR GREASE TRAP IF APPLICABLE.
28. TERMITE PROTECTION TO BE PROVIDED AS PER F.B.C. 1816 FOR NEW
1 CONSTRUCTION
DBLewisArchitecture +Design
AR0017357 ID0004536
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120 NE 27 ST. # 500 /MIAMI, FL 33137
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CAFE
PROJECT# 0804
5800 SW 73 RD ST
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TENANT /LESSEE:
SO VII CAFE LLC
5800 SW 73 St.
SOUTH MIAMI, FL 33143
Ph.305.867.7073
STRUCTURAL ENGINEER:
THIN - RAMIREZ, INC
C.A. #27157
2000 N.W. 89 PL, SUITE 102 MAIM], FL
P.305.639,9800
tt21n @taln- r2mirez.com
MECH, ELEC, PLUMB, FIRE PROTECT. ENG:
L,TRIANA i ASSOCIATES, INC
CONSULTING ENGINEERS
C.AA 26644
9701 S.W. 56th St. MIAMI, FL 33165
P.305.595.9765 FAX:305.596.1814
www,itrian2.com
CIVIL ENGINEER:
LANDSCAPE:
ILLUSION LANDSCAPE & DESIGN
MIAMI, FL
Rudy Alemany
I.SA FL Certifier kborist 10257
LESSOR:
ROGER D. SHAY A W, GRACE D
13635 DEERING SAY RD, PH 293
CORAL GABLES, FL 33158 -2812
REVISIONS DATE
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