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08-603-006U 34' ASPHALT PAVEMENT N CD o 1� 0 CD O f� —12 . 4 S.W. 68th STREET CHILD CARE AUTO STACKING SPACES: PROViDE (5) AUTO STACKING PARKIN(SS. k-2 PROVIDE DIFFERENT COLOR STRIPPING AND WHEEL STOPS. PROVIDE SIGN AT ENTRANCE WALL. TOP OF SIGN AT 115" A.F.F. SIGN SHOULD STATE: CHILGARE PICK -UP t (V� DROP -OFF PARKING - DO NOT PARK 10 ❑. ❑❑ IN YELLOW MARKED SPACES FROM - 6:30 TO List O F D r a w I n 2 S c3:00 AM - 5:mm TO 6:3(1 Ph'i - Civil EXIST. I" W WATER IRE G -1 Site Geometry plan, Paving, Grading, and r1_0 5 CHILD CARE W Drainage. Wood fence detail / AUTO STACKING �rj • W Demolition x ' W ) -1 Demolition Plan, and Notes. J i GRASS Architectura i ® O ® O ® W W A -I Site plan General Notes Location 1"iap r o 0 0 W Legal Description, Flod Legend, Project Summary, Scope of Work, and Parking Lot 'x5' AWNING 79'80' � (WILL BE PART OF A Calculation. SEPARATE PERMIT) � A -2 Floor Plan 4 wall legend ' x�,' AWNING W (WILL BE PART OE A A -3 Elevations SEPARATE PERMIT) A -4 Door, Windows, and Finish Schedules, Notes, ENTRANCE and Details. W C\Z A -5 Bath details A -ro Awning details W NEW 6' -O" I41GH Electrical W WOOD FENCE E -i Electrical Floor Plan, Notes, and Symbols ❑ X i ST N� ON❑ S OR Legend E -2 Electrical Panel Schedules, Riser. ��1�i❑ i❑ i❑ iN W W W W W Mechanical NEW M -1 Mechanical Floor Plan 5e20 24 5UJ � ate 5T. © GRASy W KIDS M -2 Equipment Schedules and Details. W W W ❑❑ i I I i ❑ co W W W PL 4YC'OUND r__ W T W AREA Plumbing 1 3-23 1 /rte/ �ry\ W W P -1 Plumbing Floor Plan ❑ F E I , 1 3 __5 a, N �+T R W W w W W W P -2 Riser Diagram, Legend, and Details. 5'x3' AWNING 10'-9"— (WILL BE PART OF A 5EPAR,4TE PERi -11T) J. H. .V .V .V J• 1RAS� 19, -2)) W W W 12)-9)) ❑ I❑� W W W PROPOSE PROPOSED CONDEN51 C 5 KW GENERATOR UNITS WILL BE PART OF AQ0 <= SEPARATE PERMIT 1 c� ASPHALT —7 CYD I=> FAFIKiNG SPACES e 1B'- 11 x 15 ' -0" .V W W W W W 9 91 � y W w L W CXD W T� W W W W W ag 11 12 13 W W V+ W W W W W Jr .V .L L W tr �G•w/ W W �V J. J. 4. W W L W W w W J �V W W REMOVE CONCRETE W W W SLAB. COMF''ACT W y /GRADE AND APPLY GiRASS W W W W W W y y W W NEW (o' -011 Hlr_3H LUOOD FENCE W W W W W y y y W W W W 0 W W ^ W CX 1 TRASH �' CONTAINS 00 W W jI. 41 y y CC W W W W W W W W W I 14 15 16 17 W W W W � � D •J Vi W J. .V V .V ._ J• .L .V .V .V W .L W .V V7= fPLL�1L`�7 SCALE= V=10'-011 CzENEizATOR UJILL 8E PART OF A 5EP4RATE PERMIT FLOOD LEGEND Residential New Construction - ADDITION ADDRESS: 5920 SW 65TH STREET, SOUTH MIAMI, FL 33133 LOT:11,12,13 AND 14 BLOCK: II PLAT BOOK: 2 PAGE; 105 HIGHEST CROWN OF ROAD ELEV.: 12.53 FT. NGVD. HIGHEST CROWN OF ROAD ELEVATION WAS TAKEN FROM THE ATTACHED CERTIFIED SURVEY, OR A CERTIFIED SURVEY PREPARED BY: JOSE A. PEREZ PLS LIC ": 2852 5U"YdWS NAME ALL ELECTRICAL, MECHANICAL AND PLUMMING WiLL ME PLACED AT OR AdOvE THE MA5E FLOOD ELEVATION. (EEE.) ALL AREAS BELOW B.F.E. SHALL BE PROVIDED WITH A MINIMUM OF TWO (2) OPENINGS 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 RE515TAN MATERIALS WILL BE USED BELOW B.F.E. ALTERNATIVELY, SEE A CERTIFICATION 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 70 PREVENT THE FLOODING OF ADJACENT PROPERTIES. WHERE NECESARY INTERCEPTOR SWALES WILL BE CONSTRUCTED ON -SITE WITH NO ENCROACHMENT OVER ADJACENT PROPERTIES. 0' . 011 • NGVD r_zrFNFf;RAL NOTES 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 a 11 temporary bracing and shoring required to maintain plumbness 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 details. 4. All concrete for foundations 4 slabs on grade Shall reach 2500 p.si. compressive strength at 2a 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 rioted. 5. Contra ctor /owner shall be reepone ible 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. 6. Owner and Contractor shall notify Engineer in writing, by certified mail upon commencement project. -1- Provide Termite treatment to soil after compaction is com- pleated± as per F.B.G 1016 LEGAL DESCRIPTION: LOTS 11, 12,13 4 14 BLOGK 11, OF "REALTY SECURITIES GORPORATION5 TOUJNeITE OF LARK.IN" ACCORDING TO T14E PLAT Ta- IEREOF, AS 1R'ECORDE1D IN FLAT BOOK 2, AT PAGE 105, OF THE PUBLIC RECORDS OF 1'1iAI"ii -1DARE COUNTY, FLORIDA. SCOPE OF WoRK: 1- DEM01_i5H INTERIOR E5TRUCTURE OF EX15TING BUILDING (SEE DEi"tOLITION PLAN D -1) 2- NEW DAYCARE CENTER 3- ALL ELECTRICAL, I" fECHANICAL 4 PLUMBING SY5TEt -15 ARE NEW. 4- NO FIRE SPRINKLER SYSTEM OR FIRE ALARM SYSTEM INCLUDED IN TH15 JOB. PARKING CALCULATION LOWEST FLOOR ELEVATION GARAGE/5TORA6E FLOOR ELEVATION ADJACENT GRADE ELEVATION 5W /.LE AREA ELEVATION EXI5TING 1323 FT. NGv1D N/A 10.0 FT. NGVD FT. NGVD PROPOSED 1323 FT. NGVD N/A 10.0 FT_ NGVD FT. NGVD ALL ELECTRICAL, MECHANICAL AND PLUMMING WiLL ME PLACED AT OR AdOvE THE MA5E FLOOD ELEVATION. (EEE.) ALL AREAS BELOW B.F.E. SHALL BE PROVIDED WITH A MINIMUM OF TWO (2) OPENINGS 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 RE515TAN MATERIALS WILL BE USED BELOW B.F.E. ALTERNATIVELY, SEE A CERTIFICATION 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 70 PREVENT THE FLOODING OF ADJACENT PROPERTIES. WHERE NECESARY INTERCEPTOR SWALES WILL BE CONSTRUCTED ON -SITE WITH NO ENCROACHMENT OVER ADJACENT PROPERTIES. 0' . 011 • NGVD r_zrFNFf;RAL NOTES 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 a 11 temporary bracing and shoring required to maintain plumbness 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 details. 4. All concrete for foundations 4 slabs on grade Shall reach 2500 p.si. compressive strength at 2a 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 rioted. 5. Contra ctor /owner shall be reepone ible 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. 6. Owner and Contractor shall notify Engineer in writing, by certified mail upon commencement project. -1- Provide Termite treatment to soil after compaction is com- pleated± as per F.B.G 1016 LEGAL DESCRIPTION: LOTS 11, 12,13 4 14 BLOGK 11, OF "REALTY SECURITIES GORPORATION5 TOUJNeITE OF LARK.IN" ACCORDING TO T14E PLAT Ta- IEREOF, AS 1R'ECORDE1D IN FLAT BOOK 2, AT PAGE 105, OF THE PUBLIC RECORDS OF 1'1iAI"ii -1DARE COUNTY, FLORIDA. SCOPE OF WoRK: 1- DEM01_i5H INTERIOR E5TRUCTURE OF EX15TING BUILDING (SEE DEi"tOLITION PLAN D -1) 2- NEW DAYCARE CENTER 3- ALL ELECTRICAL, I" fECHANICAL 4 PLUMBING SY5TEt -15 ARE NEW. 4- NO FIRE SPRINKLER SYSTEM OR FIRE ALARM SYSTEM INCLUDED IN TH15 JOB. PARKING CALCULATION 14601 S.F. DAYCARE CENTER 4112 S.E. 1/250 = 11 PARK AREA NOT DEFINED 1413 S.F. O PARK. TOTAL REQUIRED PARKING TOTAL PROVIDED PARKING 11 PARK. 20 PARK. LOT SIZE 14601 S.F. D15TRIG ZONE TODD (MU -411 Transit oriented Development District (Mixed - Used -4 PROPOSED USE DAYCARE FACILITY (PPEC) AREA BUILDING 5586 S.F. TYPE OF OCCUPANCY INSTITUTIONAL 1 -2 CHILD CARE FACILITY TYPE OF CONSTRUCTION TYPE V UN5PRINKLERED �L 6� cn NTS 11 �G3L l I DA"� /A== S�CURIT� NOTES �, I. ALL ELECTRICAL RECEPTACLES MUST BE PROVIDED WITH PROTECTIVE COVERS, NOT EA51LY REMOVABLE BY CHILDREN UNDER (o YEAR5 OLD. 2. EVERY CLOSET DOOR LATCH SHALL BE SUCH THAT CHILDREN CAN OPEN THE DOOR FROM INSIDE THE CLOSET. 3_ EVERY BATHROOM DOOR LOCK 5HALL BE SUCH THAT PERMIT5 OPENING OF THE LOCK DOOR FROM THE OUTSIDE IN AN EMERGENCY. THE OPENING DEVICE SHALL BE READILY ACCESSIBLE TO THE STAN. 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 CL05ELY SUPERVISED WHILE U51NG TOILET AND BATH FACILITIES. FOR THIS REASON A VISION PANEL 15 PROVIDED AT EACH ENTRY DOOR TO BATHROOMS. ALSO STALL PARTITIONS HEIGHT 15 KEPT TO 4a" AFF. AND STALLS DOORS ARE OMITTED TO PERMIT EASY VISUAL ACCESS BY STAFF. (o. 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. 7, THE OFFICE AREA SHALL SERVE 45 AN ISOLATION AREA FOR A CHILD WHO BECOME5 ILL AT THE CENTER. HERE A COT SPACE 15 PROVIDED t THE CHILD 15 ACCOMPANIED BY A STAFF MEMBER AND ALSO THE SPACE 15 ENCLOSED IN GLA55 ALLOWING FOR EASY V15UAL ACCESS FROM THE OPEN SPACE. THE "FIRST AID" KIT SMALL BE SECURED HERE. 8. DRINKING FOUNTAINS SHALL BE SLANT TYPE, PROTECTED. SAFE DRINKING WATER SHALL BE AVAILABLE TO CHILDREN. 9. A SEPARATE HAND WASHING 51NK 15 PROVIDED AT KITCHEN WiTH 51GNAGE 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 15 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 SHARP, BROKEN AND JAGGED EDGES, AND PROPERLY PLACED TO PREVENT OVERCROWDING OR SAFETY HAZARDS. INTERIOR DESIGN BY OTHERS (N.I.C.A.). 12. CLEANING 5UPPLIE5 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 CON5TRUCTION MATERIALS OR AGENTS THAT MAY BE HART" 1FULL TO CHILDREN. 51JI❑DING SECURiT ' NOTES I. EXTERIOR EXiT DOORS SHALL HAVE i LOCK THAT 15 KEY OPERATED FROM THE EXTERIOR. LOCKS ON EXTERIOR DOORS SHALL HAVE A MIN. OF 6,000 POSSIBLE LOCKING COMBINATIONS. 2. EXTERIOR DOOR5 SERVING A5 PRIMARY MEANS OF EGRESS SHALL BE EQUIPPED W/ A "COMBINATION OF DEAD LATCH t DEAD BOLT" DEVICE, BOTH OF WHICH CAN BE RETRACTED FROM iN51DE BY TURNING THE KNOB t FROM OUTSIDE BY KEY. 3 LOCKS ON ALL EXTERIOR WALLS SHALL BE INTRUSION t BURGLAR RESISTANT, CAPABLE OF RESISTING A FORCE OF 300 LBS. APPLIED IN ANY MOVABLE DIRECTION. 4. DEAD B0LT5 5HALL HAVE A BEVELED, HARDENED CYLINDER GUARD ON THE EXTERIOR SIDE OF THE DOOR. 5, CONNECTING SCREW HEADS OF DEAD BOLTS SHALL NOT BE EXP05ED ON THE EXTERIOR SIDE OF DOOR, OR 5HALL BE OF TAMPER- RESISTANT DESIGN. h. THE ACTIVE LEAF OF PAIR5 OF SWINGING DOORS SHALL BE PROVIDED W/ MULTIPLE -POINT LOCKS WHiCH CONTAIN INSERTS, EACH W/ 5/S" THROW BOLTS t A CYLINDER LOCK. 1. HINGES, W/ HINGE PINS EXPOSED TO THE OUT5IDE, OF ALL EXTERIOR DOORS, OPERABLE WiNDOW5, SHALL HAVE NON - REMOVABLE PINS, OR SHALL BE INTERLOCKING -STUD TYPE t SUCH HiNGES SHALL HAVE NON - EXPOSED 5CREW5. 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 5HALL BE CONSTRUCTED 50 THAT WHERE FIXED t LOCKED THEY CANNOT BE REMOVED FROM THE FRAMES FROM THE OUTSIDE. 1„1iNI1 1U1"1 INTERiOFR FINISHES CLASSIFICATION OCCUFANC1' UNSI=RINKLEIREID Exit Exit Acce55 Exit Spaces 1= INST iTUT I ON,4L 14 14 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. 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. Revision I By SAP -15 -O8 I� SEP -24 -m8 1 A 2 LLi iA Z_ LU LU Z J ® III LL.I � cell fl— O � II Z Z N M ❑ (P , in 2 �J °—� ! C%V w Z � II zo..,V �U Z _J � z Z ~ d N LIL1 C-0 U Q u ° ua .� mi mi Lo0W 0 N U 1— LL LL ❑ ❑ X VI LLi Q Z_ LU LU Z J LL.I Z W Z O Z Z N M JZ UUj LL � H in 2 �J °—� ! C%V w Z per- zo..,V �U Z _J � z L ~ d N LIL1 U Q u ° ua .� mi mi Lo0W 0 N U 1— LL LL `9 DRAWN 5T: LiDA f=FIE:TO RUB 1 ORTEGA Checked: F. C3 -P Date: M,4 T - `( - 08 Scale: shown Job No: A Sheet: A I OF 14