08-603-007:
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SCALE= V=10'-011
100.00'
3011 HICsH HEPGE5
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NEW 6' -0" N41GI I
WOOD PENCE
NEW
KIDS
=>I A,, /- —nl INlr--�
`/if I VI". L
LUcod Fiber
P=layground
Surfacing
NEW ro' -ID" HiC-TH
WOOD FFZNCE
List OF Drawire&
Civil
G -1 Site Geometry plan, Paving, Grading, and
Drainage. Wood fence detail
Demolition
D -1 Demolition Plan, and Notes.
Architectura 1
A -1 Site plan, General Notes, Location i~iap,
Legal Descriptlon, Flod Legend, Project
Summary, Scope of Work, and Parking Lot
Calculation.
A -2 Floor Plan 4 wall legend
4-3 Elevations
A -4 Door, Windows, and 1=ini5h Schedules, Notes,
and Details.
A -5 Bath details
A -6 Awning details
Electrica I
IF -1 Electrical Floor Plan, Notes, and Symbols
Legend
E -2 Electrical Panel Schedules, Riser.
Mechanical
M -1 Mechanical Floor Plan
M -2 Equipment Schedules and Details.
Plumbing
P -i Plumbing Floor Plan
P -2 Riser Diagram, Legend, and meta i is
P -2 1Riser Diagram, Legend, and Details.
FLOOD LEGEND
Residential New Construction- ADDITION
ADDREss: 5520 SW 68TH STREET, SOUTH MIAMi, FL 33133
LOT:11,12,13 AND 14 BLOCK: 11 PLAT BOOK: 2 PAGE: 100 '
HIGHEST CROWN OF ROAD ELEV.: 12B3 FT. NGVD. HIGHEST CROWN OF ROAD ELEVATION
WAS TAKEN FROM THE ATTACI4ED CERTIFIED SURVEY, OR A CERTIFIED SURVi'Y PREPARED BY:
JOSE A. PEREZ PLS LIG. ": 2652
WRVEYOR'G NAME
ALL ELECTRICAL, MECHANICAL AND PLUMBING WILL BE PLACED AT OR ABOVE THE BASE FLOOD
ELEVATION. (B.F.E.)
ALL AREAS BELOW B.F.E_ 5HALL BE PROVIDED WITH A MINIMUM OF TWO (2) OPENINGS HAVING
A TOTAL NET AREA OF NO LE55 THAN ONE SQUARE INCH OF OPENING FOR EVERY SQUARE
FOOT OF ENCLOSED AREA SUBJECT TO FLOODING. THE BOTTOM OF THE OPENINGS WILL 13E NO
HIGHER THAN ONE (1) FOOT ABOVE GRADE AND LOCATED ON DIFFERENT SIDES OF THE
ENCLOSED AREA. OPENING5 WILL BE EQUIP ='f ED WITH 5CREEN5 OR LOUVERS. FLOOD RE5I5TAN"
MATERIALS WILL BE USED BELOW B.F.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 NECESARY INTERCEPTOR SWALES WILL BE CONSTRUCTED ON -SITE WiTH
NO ENCROACHMENT OVER ADJACENT PROPERTIES.
0,_0 .. = NGVD
GTE N FAL 107E 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 bracince and shoring required to maintain plumbness
and stability of all structural elements during construction.
3. The Contractor Shall obtain from a l l subcontractors the
the final approved site and location of all openings to be
provided For respective trades. He shall be responsible For
location and details.
4. All concrete for Foundations 4 slabs on grade shall
reach 2500 p.sL compressive strength at 28 days, and all
columns, grouted cells, slabs above grade and tie beams shall
reach 3000 p.s.i. compressive 5trenceth minimum at 28 days
unless otherwise noted.
5. Contractor /owner shall be responsible for verifying required
grade 4 finished floor elevations with respect to Dade County
Flood criteria, existing crown of road elevations, Federal
flood criteria or any other governing body.
ro. Owner and Contractor shall notify Engineer in writing, by
certified mail upon commencement project.
1- Provide Termite treatment to soil after compaction i5 com-
pleated± as per F.B.G 181&
LEGAL DESCRIPTION:
LOTS 11, 12,13 4 14 5LOGK II, OF "REALTY SECURITIES CORPORATIONS TOWNSITE
OF LAR<IN" ACCORDING TO THE PLAT THEREOF, :45 RECORDED IN PL:4T
BOOK 2, AT P,aC�E 105, OF THE PUBLIC RECORDS OF I"1iAM1 -DADS COUNTY,
FLORIDA.
SCOPE OF WORK:
1- DEMOLISH INTERIOR ESTRUGTURE 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 5"r5TEM OR PIKE ALARM SYSTEM INCLUDED IN THIS
JOB.
PARKING CALCULATION
LOWEST FLOOR
ELEVATION
GARAGE /5TORACsE
FLOOR ELEVATION
ADJACENT GRADE
ELEVATION
SWAZI= AREA
ELEVATION
EXISTING
13.23 FT. N5VD
N/A
Ic-o FT, NGVp
PT. NGVD
F'ROPOSrD
13.23 FT. NGVD
N/A
IOD FT. NGVP
FT. NGVD
ALL ELECTRICAL, MECHANICAL AND PLUMBING WILL BE PLACED AT OR ABOVE THE BASE FLOOD
ELEVATION. (B.F.E.)
ALL AREAS BELOW B.F.E_ 5HALL BE PROVIDED WITH A MINIMUM OF TWO (2) OPENINGS HAVING
A TOTAL NET AREA OF NO LE55 THAN ONE SQUARE INCH OF OPENING FOR EVERY SQUARE
FOOT OF ENCLOSED AREA SUBJECT TO FLOODING. THE BOTTOM OF THE OPENINGS WILL 13E NO
HIGHER THAN ONE (1) FOOT ABOVE GRADE AND LOCATED ON DIFFERENT SIDES OF THE
ENCLOSED AREA. OPENING5 WILL BE EQUIP ='f ED WITH 5CREEN5 OR LOUVERS. FLOOD RE5I5TAN"
MATERIALS WILL BE USED BELOW B.F.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 NECESARY INTERCEPTOR SWALES WILL BE CONSTRUCTED ON -SITE WiTH
NO ENCROACHMENT OVER ADJACENT PROPERTIES.
0,_0 .. = NGVD
GTE N FAL 107E 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 bracince and shoring required to maintain plumbness
and stability of all structural elements during construction.
3. The Contractor Shall obtain from a l l subcontractors the
the final approved site and location of all openings to be
provided For respective trades. He shall be responsible For
location and details.
4. All concrete for Foundations 4 slabs on grade shall
reach 2500 p.sL compressive strength at 28 days, and all
columns, grouted cells, slabs above grade and tie beams shall
reach 3000 p.s.i. compressive 5trenceth minimum at 28 days
unless otherwise noted.
5. Contractor /owner shall be responsible for verifying required
grade 4 finished floor elevations with respect to Dade County
Flood criteria, existing crown of road elevations, Federal
flood criteria or any other governing body.
ro. Owner and Contractor shall notify Engineer in writing, by
certified mail upon commencement project.
1- Provide Termite treatment to soil after compaction i5 com-
pleated± as per F.B.G 181&
LEGAL DESCRIPTION:
LOTS 11, 12,13 4 14 5LOGK II, OF "REALTY SECURITIES CORPORATIONS TOWNSITE
OF LAR<IN" ACCORDING TO THE PLAT THEREOF, :45 RECORDED IN PL:4T
BOOK 2, AT P,aC�E 105, OF THE PUBLIC RECORDS OF I"1iAM1 -DADS COUNTY,
FLORIDA.
SCOPE OF WORK:
1- DEMOLISH INTERIOR ESTRUGTURE 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 5"r5TEM OR PIKE ALARM SYSTEM INCLUDED IN THIS
JOB.
PARKING CALCULATION
14601 S.F.
DAYCARE CENTER 4112 S.F. 1/250 =
11 PARK.
AREA NOT DEFINED 1413 5.5.
0 PARK.
TOTAL REQUIRED PARKING
TOTAL PROVIDED PARKING
11 PARK•
20 PARK.
LOT SIZE
14601 S.F.
DI5TRIC ZONE
TODD (MU -4"
1
13
Transit oriented Developirlent District (Mixed- U5ed -4
PROP05EID USE
DAYCARE FACILITY (PPEC)
AREA SUILDINC;
55&( S.F.
TYPE OF
INSTITUTIONAL 1 -2 CHILD CARE FACILITY
OCCUPANCY
,
TYPE OF
.YPE V - - - -�
CONSTRUCTION
UNSPRINKLERED
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16
15
14
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10
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20
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30
31
32
33
34
35
22
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[)A� %GARE S GU T� I OTE5 uu• �u• Gu• u'•
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1. ALL ELECTRICAL RECEPTACLES MUST BE PROVIDED • y
WITH PROTECTIVE COVERS, NOT EA51LY REMOVABLE
.Y•• 4y••V Uue
BY CHILDREN UNDER 6 YEARS OLD. • y
wu•r uy
4 V G y
2. EVERY CL05ET DOOR LATCH SHALL BE SUCH THAI • y 0 y 4 y y y y y y r
CHILDREN CAN OPEN THE DOOR FROM INSIDE THE CL05ET.
3_ EVERY BATHROOM DOOR LOCK SHALL BE SUCH THAT
PERMITS OPENING OF THE LOCK DOOR FROM THE
OUTSIDE IN AN EMERCxENGY. THE OPENING DEVICE
SHALL BE READILY ACCESSIBLE TO THE STAFF.
4. REFRIGERATOR, FREEZER AND OVEN DOORS MUST BE
EASILT OPENABLE 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 TH15 REASON A
VISION PANEL 15 PROVIDED AT EACH ENTRY DOOR
TO BATHROOMS. AL50 STALL PARTITIONS HEIGHT 15
KEPT TO 48" AFR 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 A5 AN ISOLATION AREA
FOR A CHILD WHO BECOMES ILL AT THE CENTER. HERE A
COT SPACE IS PROVIDED 4 THE GHILD 15 ACCOMPANIED
BY A STAFF MEMBER AND ALSO THE SPACE 15 ENCLOSED
IN GLA55 ALLOWING FOR EASY VISUAL ACCESS FROM THE
OPEN SPACE. THE "FIRST AID" KIT 5HALL BE SECURED HERE,
S. DRINKING FOUNTAINS SHALL BE SLANT TYPE, PROTECTED.
SAFE DRINKING WATER 5HALL BE AVAILABLE TO CHILDREN.
e. 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 IS 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 SHARP, 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 CL05ET
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.
5UILDiNC; 5EGAIT� 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
P055115LE LOCKING GOM51NATION5,
2. EXTERIOR DOORS SERVING AS PRIMARY MEANS OF
EGRE55 SHALL BE EQUIPPED W/ A "COMBINATION
OF DEAD LATCH 4 DEAD BOLT" DEVICE, BOTH OF
WHiCH CAN BE RETRACTED FROM IN511DE BY TURNING
THE KNOB 4 FROM OUTSIDE BY KEY.
3, LOCKS ON ALL EXTERIOR WALLS SHALL BE INTRUSION 4
BURGLAR RESISTANT, CAPABLE OF RE515TING A FORCE
OF 300 085. APPLIED IN ANY MOVABLE DIRECTION.
4_ DEAD BOLTS SHALL HAVE A BEVELED, HARDENED
CYLINDER GUARD ON THE EXTERIOR SIDE OF THE DOOR.
5. CONNECTING 5GREW 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
IN5ERT5, EACH W/ 5/8" THROW BOLTS 4 A CYLINDER LOCK.
1. HINGES, W/ HINGE PINS EXPOSED TO THE OUTSIDE, OF ALL
EXTERIOR DOORS, OPERABLE WINDOWS, SHALL HAVE
NON - REMOVABLE PINS, OR 5HALL BE INTERLOCKING -STUD
TYPE 4 SUCH HINGES SHALL HAVE NON- EXP05ED SCREWS.
5. JAM55 ON ALL EXTERIOR OF1=5ET -TYPE IN SWINGING DOORS
SHALL BE RABBETED, OR OF SiMILAR FABRICATION TO
PREVENT DEFEATING THE PURPOSE OF THE STRIKE 4 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„iiNIr- U1 l INTEiz101, PiNISI--IES
GL,465 IE I C,4T I ON
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14
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CODE IN EFFECT = FBC --2004
•y '- Revision
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Checked:
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Date:
Sca le:
Sho wrl
Job No:
Sheet:
E
OF 14
To the best of my knowledge subject drawing comply with FBC. Dade County require a Final Letter of Compliance from Architect. Any deviation of approved drawing is subject to revision by Architect /Engineer. Contractor or sub contractor shall notify Architect prior any change to be done on approved drawings.
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