08-603-005n
100.00'
, T IFE3 F L&M
SCALE= V=10'-011
L- iat Off' Draw ine&
Civil
C -1 Site Geometry plan, Paving, Grading, and
Drainage. Wood fence detail
Demolition
D -1 Demolition Plan, and Notes.
Architectura 1
A -i Site plan, General Notes, Location Map,
Legal Description, Flool Legend, Project
Summary, Scope of Work, and Parking Lot
Calculation.
A -2 Floor Plan t wa I I legend
A -3 Elevations
A -4 Door, Windows, and Finish Schedules, Notes,
and Details.
4-5 Bath details
A -6 Awning details
Tx5' AWNING Electrical
(IT WILL BE PAizT Gf -1 Electrical Floor Plan, Notes, and Symbols
A SEFABATE FDEiR,M�-Fflend
E -2 Electrical Panel Schedules, Riser.
ENTRANCE
Mechanica I
M -1 Mechanical Floor Plan
NEW 6' -0" HIGH M -2 Equipment Schedules and Details.
WOOD P=ENCE
Plumbing
P -1 Plumbing Floor Plan
P -2 Riser Diagram, Legend, and Details.
NEW io' -O" HIGH
WOOD FENCE
FLOOD LEGEND
Residential New Construction- ADDITION
5720 SW 68TH 6TREET, SOUTH MIAMI, FL 33133
LOT:11,12,13 AND lA BLOCK: 11 PLAT BOOK: 2 PAGE: 105
HIGHEST CROWN OF ROAD ELEV.: 12.53 FT. NGVD. HIGHEST GROWN OF ROAD ELEVATION
WAS TAKEN FROM THE ATTACHED CERTIFIED SURVEY, OR A CERTIFIED SURVEY PREPARED BY:
JOSE A. PEREZ PLS LIC ": 21552
ALL ELECTRICAL, MECHANICAL AND PLUM15ING WiLL CE PLACED AT OR ADOVE THE EASE FLOOD
ELEVATION. (B.F.E.)
ALL AREAS BELOW B.F.E. SHALL BE PROVIDED WITH A MINIMUM OF TWO (2) OPENING -sS HAVING
A TOTAL NET AREA OF NO LESS THAN ONE SQUARE INCH OF OPENING FOR EVERY SQUARE=
FOOT OF ENCLOSED AREA SUBJECT TO FLOODING. THE BOTTOM OF THE OPENING WILL BE NO
HIGHER THAN ONE (1) FOOT ABOVE GRADE AND LOCATED ON DIFFERENT SIDES OF THE
ENCLOSED AREA. OPENINGS WiLL BE EQUIPPED WITH SCREENS OR LOUVERS. FLOOD RESISTAN
MATERIAL6 WILL BE USED BELOW BF.E.
ALTERNATIVELY, SEE A CERTIFICATION BY P.E. ON THE PLAN
NOTES INDICATING THAT THE DESIGN WILL ALLOWED FOR THE AUTOMATIC EQUALIZATION OF
HYDROSTATIC FLOOD FORCES ON EXTERIOR WALLS.
THE SITE WILL BE GRADED IN A MANNER TO PREVENT THE FLOODING OF ADJACENT
PROPERTIES, WHERE NEGESARY INTERCEPTOR SWALES WILL ESE CONSTRUCTED ON -SITE WITH
NO ENCROACHMENT OVER ADJACENT PROPERTIES.
NGVD
e NFE SAL_ NOTE ,5
1. The Contractor shall verify all dimensions, elevations and angles
and all other existing conditions prior to commencing any work
Contractor to also verify and approve all information on drawings.
Acceptance of these plans constitutes approval. Please notify
Engineer by certified mail of any conflicts or discrepancies, if any.
2. The Contractor shall furnish and be solely responsible for
all temporary bracing and shoring required to maintain plumbriess
and stability of all structural elements during construction.
3. The Contractor shall obtain from all subcontractors the
the Final approved site and location of all openings to be
provided For respective trades. He shall be responsible For
location and beta i Is_
4. All concrete for foundations t Slabs on grade shall
reach 2500 p.Si, compressive strength at 2S days, and all
columns, grouted cells, slabs above grade and tie beams shall
reach 3000 p.s.i. compressive Strength minimum at 28 days
unless otherwise noted.
5. Contractor /owner shall be responsible For verifying required
grade E finished floor elevations with respect to Dade County
Flood criteria, existing crown of road elevations, Federal
flood criteria or any other governing body.
Gam. Owner and Contractor shall notify Engineer in writing, by
certified mail upon commencement project.
-f- Provide Termite treatment to Soil after compaction is com-
pleated± as per F.B.C. 1816
LEGAL DESCRIPTION=
LOTS 11, 12,13 # 14 BLOCK 11, OF "REALTY SECURITIES CORPORATIONS TOWNSiTE
OF LARKIN" ACCORDING TO THE PLAT T+- IEREOF, AS RECORDED IN PLAT
BOOK 2, AT PAGE 105, OF THE PUBLIC RECORDS OF MIAMI -DARE COUNTY,
FLORIDA.
SCOPE OF WORK:
1- DEMOL15H INTERIOR E5TR UCTURE OF EXISTING BUILDING (SEE DEMOLITION
PLAN D -1)
2- NEW DAYCARE CENTER
3- ALL ELECTRICAL, MECHANICAL 4 PLUMBING SYSTEMS ARE NEW.
4- NO FIRE SPRINKLER SYSTEM OR FIRE ALARM SYSTEM INCLUDED IN THIS
JOB.
PARKING CALCULATION
LOWEST FLOOR
ELEVATION
GARAGE /STORAGE
FLOOR ELEVATION
ADJACENT GRADE
ELEVATION
SWALE AREA
ELEVATION
EXISTING=
1323 FT, NGVD
N/A
10.0 FT. NGVD
FT. N5VD
PROPOSED
13 .23 FT. NGVD
N/A
I00 FT_ NGVD
FT. NGVD
ALL ELECTRICAL, MECHANICAL AND PLUM15ING WiLL CE PLACED AT OR ADOVE THE EASE FLOOD
ELEVATION. (B.F.E.)
ALL AREAS BELOW B.F.E. SHALL BE PROVIDED WITH A MINIMUM OF TWO (2) OPENING -sS HAVING
A TOTAL NET AREA OF NO LESS THAN ONE SQUARE INCH OF OPENING FOR EVERY SQUARE=
FOOT OF ENCLOSED AREA SUBJECT TO FLOODING. THE BOTTOM OF THE OPENING WILL BE NO
HIGHER THAN ONE (1) FOOT ABOVE GRADE AND LOCATED ON DIFFERENT SIDES OF THE
ENCLOSED AREA. OPENINGS WiLL BE EQUIPPED WITH SCREENS OR LOUVERS. FLOOD RESISTAN
MATERIAL6 WILL BE USED BELOW BF.E.
ALTERNATIVELY, SEE A CERTIFICATION BY P.E. ON THE PLAN
NOTES INDICATING THAT THE DESIGN WILL ALLOWED FOR THE AUTOMATIC EQUALIZATION OF
HYDROSTATIC FLOOD FORCES ON EXTERIOR WALLS.
THE SITE WILL BE GRADED IN A MANNER TO PREVENT THE FLOODING OF ADJACENT
PROPERTIES, WHERE NEGESARY INTERCEPTOR SWALES WILL ESE CONSTRUCTED ON -SITE WITH
NO ENCROACHMENT OVER ADJACENT PROPERTIES.
NGVD
e NFE SAL_ NOTE ,5
1. The Contractor shall verify all dimensions, elevations and angles
and all other existing conditions prior to commencing any work
Contractor to also verify and approve all information on drawings.
Acceptance of these plans constitutes approval. Please notify
Engineer by certified mail of any conflicts or discrepancies, if any.
2. The Contractor shall furnish and be solely responsible for
all temporary bracing and shoring required to maintain plumbriess
and stability of all structural elements during construction.
3. The Contractor shall obtain from all subcontractors the
the Final approved site and location of all openings to be
provided For respective trades. He shall be responsible For
location and beta i Is_
4. All concrete for foundations t Slabs on grade shall
reach 2500 p.Si, compressive strength at 2S days, and all
columns, grouted cells, slabs above grade and tie beams shall
reach 3000 p.s.i. compressive Strength minimum at 28 days
unless otherwise noted.
5. Contractor /owner shall be responsible For verifying required
grade E finished floor elevations with respect to Dade County
Flood criteria, existing crown of road elevations, Federal
flood criteria or any other governing body.
Gam. Owner and Contractor shall notify Engineer in writing, by
certified mail upon commencement project.
-f- Provide Termite treatment to Soil after compaction is com-
pleated± as per F.B.C. 1816
LEGAL DESCRIPTION=
LOTS 11, 12,13 # 14 BLOCK 11, OF "REALTY SECURITIES CORPORATIONS TOWNSiTE
OF LARKIN" ACCORDING TO THE PLAT T+- IEREOF, AS RECORDED IN PLAT
BOOK 2, AT PAGE 105, OF THE PUBLIC RECORDS OF MIAMI -DARE COUNTY,
FLORIDA.
SCOPE OF WORK:
1- DEMOL15H INTERIOR E5TR UCTURE OF EXISTING BUILDING (SEE DEMOLITION
PLAN D -1)
2- NEW DAYCARE CENTER
3- ALL ELECTRICAL, MECHANICAL 4 PLUMBING SYSTEMS ARE NEW.
4- NO FIRE SPRINKLER SYSTEM OR FIRE ALARM SYSTEM INCLUDED IN THIS
JOB.
PARKING CALCULATION
14601 S.F.
DAYCARE CENTER 4112 S.F. 1/250 =
11 PARK.
AREA NOT DEFINED 1413 S.F.
0 PARK.
TOTAL REQUIRED PARKING
TOTAL PROVIDED PARKING
11 PARK.
20 PARK
LOT SIZE
14601 S.F.
DISTRIC ZONE
TODD (MU -4"
Exit
Spaces
Transit oriented Development District (Mixed- Used -4
PROPOSED USE
DAYCARE FACILITY (F'PEC)
AREA BUILDING;
5586 S.F.
TYPE OF
INSTITUTIONAL 1 -2 CHILD CARE FACILITY
OCCUPANCY
TYPE OF
TYPE V,.
r�xj�
CONSTRUCTiON
UNSPRINKLERED
Cl %
11
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JIF
L KIL IR N
NTS
PE'M
4 r
DAB' -CAIRE SECAI I'r NOTES
1. ALL ELECTRICAL RECEPTACLES MUST BE PROVIDED
WiTH PROTECTIVE COVERS, NOT EASILY REMOVABLE
BY CHILDREN UNDER 6 YEARS OLD.
2. EVERY CLOSET DOOR LATCH SHALL BE SUCH THAT
CHILDREN CAN OPEN THE DOOR FROM INSIDE THE CLOSET.
3. EVERY BATHROOM DOOR LOCK SHALL BE SUCH THAT
PERMITS OPENING OF THE LOCK DOOR FROM THE
OUTSIDE IN AN EMERGENCY. THE OPENING DEVICE
SHALL BE READILY ACCESSIBLE TO THE STAFF.
4. REFRIGERATOR, FREEZER AND OVEN DOORS MUST BE
EA51LT OPERABLE BY CHILDREN, IF TRAPPED INSIDE.
ANY OTHER APPLIANCE THAT HAS ENOUGH CAPACITY
AND ACCESS TO HIDE A CHILD SHOULD HAVE THE
SAME SAFEGUARDS.
5. CHILDREN ARE CLOSELY SUPERVISED WHILE USING
TOILET AND BATH FACILITIES. FOR THIS REA50N A
ViSION PANEL IS PROVIDED AT EACH ENTRY DOOR
TO BATHROOMS. AL50 STALL PARTITIONS HEIGHT IS
KEPT TO 45" A.F.F. AND STALLS DOORS ARE OMITTED
TO PERMIT EASY VISUAL ACCESS BY STAFF.
6. PROVIDE ONLY COLD WATER AT BATHROOMS. FOR
SHOWERS PROVIDE AN AUTOMATIC MiXING VALVE
THAT SERVES WATER WITH A HIGH TEMPERATURE SET,
TO AVOID ACCIDENTAL HOT WATER BURN OF CHILDREN.
1. THE OFFICE AREA SHALL SERVE AS AN ISOLATION AREA
FOR A CHILD WHO BECOMES ILL AT THE CENTER. HERE A
COT SPACE 15 PROVIDED 4 THE CHILD iS ACCOMPANIED
BY A STAFF MEMBER AND ALSO THE SPACE 15 ENCLOSED
IN CLA55 ALLOWING FOR EASY VISUAL ACCESS FROM THE
OPEN SPACE. THE "FIRST AID" KIT SHALL BE SECURED HERE.
E. DRINKING FOUNTAINS SHALL BE SLANT TYPE, PROTECTED.
SAFE DRINKING WATER SHALL BE AVAILABLE TO CHILDREN_
9. A SEPARATE HAND WASHING SINK 15 PROVIDED AT KITCHEN
WiTH 5IGNAGE READING " HAND WASH SINK ONLY, DO NOT
USE FOR FOOD PREPARATION OR FOOD GLEAN -UP.
10. PROVIDE AT LEAST ONE OPERABLE PHONE IN THE FACILITY
WHICH IS NEITHER LOCKED NOR LOCATED IN A PAY STATION
AND 15 AVAILABLE TO ALL STAFF DURING THE HOURS OF
OPERATION, EVEN IN THE EVENT OF A POWER OUTAGE.
11. ALL EQUIPMENT, TOYS AND FURNISHINGS MUST BE SAFE
AND MAINTAINED IN A SANITARY CONDITION. ALSO MUST
BE FREE OF 51-44RP, BROKEN AND JAGGED EDGES, AND
PROPERLY PLACED TO PREVENT OVERCROWDING OR
SAFETY HAZARDS. INTERIOR DESIGN BY OTHERS (N.I.C.AJ.
12. CLEANING SUPPLIES SHALL BE STORED IN JANITOR CLOSET
AND OVERHEAD KITCHEN CABINETS AND STORAGE CLOSET
UNDER LOCK AND OUT OF REACH OF CHILDREN.
13. AVOID USING ANY TOXIC CONSTRUCTION MATERIALS OR
AGENTS THAT MAY BE HARMFULL TO CHILDREN.
E3UIL1DINS SECUFZTN' NOTES
I. EXTERIOR EXIT DOORS SHALL HAVE 1 LOCK THAT 15
KEY OPERATED FROM THE EXTERIOR. LOCKS ON
EXTERIOR DOORS SHALL HAVE A MIN, OF 6,000
POSSIBLE LOCKING COMBINATIONS.
2. EXTERIOR DOORS SERVING AS PRIMARY MEANS OF
EGRESS SHALL BE EQUIPPED W/ A "COMBINATION
OF DEAD LATCH E DEAD BOLT" DEVICE, BOTH OF
WHICH CAN BE RETRACTED FROM INSIDE BY TURNING
THE KNOB { FROM OUTSIDE BY KEY.
3. LOCKS ON ALL EXTERIOR WALLS SHALL BE INTRU51ON t
BURGLAR RESISTANT, CAPABLE OF RESISTING A FORCE
OF 300 LBS. APPLIED IN ANY MOVABLE DIRECTION.
4. DEAD BOLTS SHALL HAVE A BEVELED, HARDENED
CYLINDER GUARD ON THE EXTERIOR SIDE OF THE DOOR.
5. CONNECTING SCREW HEADS OF DEAD BOLTS SHALL NOT
BE EXPOSED ON THE EXTERIOR SIDE OF DOOR, OR
SHALL BE OF TAMPER- RESISTANT DESIGN.
6. THE ACTIVE LEAF OF PAIRS OF SWINGING DOORS SHALL
BE PROVIDED W/ MULTIPLE -POINT LOCKS WHICH CONTAIN
INSERTS, EACH W/ 5 /S" THROW BOLTS # A CYLINDER LOCK.
i. HiNGES, W/ HiNGE PINS EXPOSED TO THE OUTSIDE, OF ALL
EXTERIOR DOORS, OPERABLE WINDOWS, SHALL HAVE
NON - REMOVABLE PINS, OR SHALL BE INTERLOGKING -STUD
TYPE t SUCH HINGES SHALL HAVE NON- EXP05ED SCREWS.
S JAMBS ON ALL EXTERIOR OFFSET -TYPE IN SWINGING DOORS
- SHALL BE RABBETED, OR OF SIMILAR FABRICATION TO
PREVENT DEFEATING THE PURPOSE OF THE STRIKE t THE
INTEGRITY OF THE LATCHES.
9. ALL EXTERIOR WINDOWS SHALL BE CONSTRUCTED 50 THAT
WHERE FIXED 4 LOCKED THEY CANNOT BE REMOVED FROM
THE FRAMES FROM THE OUTSIDE.
1"iiNIi I�I"I INTEfRI0% PiNISHES
GL,45S li- i C,4T I ON
0CCU1=,4NC'1'
UNSFfP,INKLE RE! D
Exit
Exit
,4cce55
Exit
Spaces
I= INSTiTUTION,4L
14
,4
14
CODE IN EFFECT = FBC -2004
To the best of my knowledge subject drawing comply with FBC. Dade County require a Final Letter of Compliance from Architect. Arlo ,� ;�}�iq�ia�lub�ctai�prr��i�f�n by Architect /Engineer. Contractor or sub contractor shall notify Architect prior any change to be done on approved drawings.
Revision
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DRAWN BY:
L. P' - 1R0
Checked:
P. G -FD
Date:
4I=F;P, -14 -08
Sca I e:
Shown
Job No:
Sheet:
i