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08-603-004I. S.W. 68th STREET 34' ASPHALT PAVEMENT 9,-9>> 100.00' —9 > >//// 12 4' /; 3" CO Civil EXiSTING 1323 FT. NGvp N/A 10.0 FT. NGVD FT. NGVD PROVIDE (5) AUTO STACKING PARKINGS. P2oviDE G11 FERENT DOLOR STRIPPiNCs 1323 FT, NCsVD / < N ANp WHEEL SLOPS. PROVIDE SIGN AT ■11 Exie 'ER L List o� Draujires CHILD CARE AUTO STACKING SPACES: � GARAGE /STORAGE FLOOR ELEVATION Civil EXiSTING 1323 FT. NGvp N/A 10.0 FT. NGVD FT. NGVD PROVIDE (5) AUTO STACKING PARKINGS. P2oviDE G11 FERENT DOLOR STRIPPiNCs 1323 FT, NCsVD 520 -2,4 SuJ (oath ST. WWyWWWWW C -1 Site Ceometr Ian, Ravin Grading, p ANp WHEEL SLOPS. PROVIDE SIGN AT INSTITUTIONAL 1 -2 C14ILD CARE o o Drainage. Wood fend detail ENTRANCE WALL. TOP OF SIGN AT IS" A.F.F. SIGN CD 22 5HOULD STATE: CHILCARE PiCK -UP 4 C\2 TYPE OF DROP -OFi= PARKING - DO NOT PARK Hc`i + 13 13.81 o W W W W ..,.; Demolition IN YELL -OW MAfi<iC] =p SPACES FROM - THE ACTIVE LEAF OF PAIRS OF SWINGING DOORS SHALL BE PROVIDED W/ MULTIPLE -POINT LOCKS WHICH CONTAIN -231 INSERTS, EACH W/ 5/811 THROW BOLTS t A CYLINDER LOCK. D -1 Demolition Man, and Notes. 6:30 TO 9:00 AM -5 :00 TO &:3rDPM- 1NGVE:) - 5,58& S.F. Z ` V ' Architectura 1 z W 0 ~0o C) Cc) LLJ LL 4-1 Site plan, Gteneral Notes, Location Map, Q0 °OW O (_0 III 9 — 5 NEW 61 -0IL 4ClH Legal pesoiption, Flod Legeno, Project s HILp CARE 7; -91 37' -8 15� 5�� L y W /� U��� X��� Summary, Scope of Work, and F 6rking Lot AU O STACKING y����� Calculation. Gx NI =izATO � - W .... �A�2�loor 1 ' la t i� n wall legend f ti one ' IJND � OI I poor WindoW6 and Finish Schedules Notes ' ® O 0 0 and Deta i 15. S FVECE7- ° A -5 Bath details 79.80' 4-6 Awning details !, Electrical 1x�' 4WNiNC —(IT 7'x5' 4WNNC 1 Electrical Floor Plan, Notes, and Symbols (IT WILL 5E i=,4RT OF UJILL BE F�AI TOFF ,4 eEP,4fP,,4TE i=EI�MIT) A SEE'AR4TE FEE I„f - end E -2 Electrical Panel Schedules, Riser. ENTF,:'ANCF Mechanics 1 y 1`1-1 Mechanical Floor Plan NEW ro' -O'' NICI I M -2 Equipment Schedules and Details. W WOOD PENCE Plumbing ONE STORE - W W P -1 Plumbing Floor Flan i A I W y W y W y P -2 Riser Diagram, Legend, and Details_ ROPOSEU .SKW GFNER,4TOR WiLL 5E PART OF 4 <= SEi�APATE .F�ERMiT . .. � C� � AS�NALT � TR,4SIH W W y W 9 PARXIN SPACES L 9 -0 >> x 18'- 0 - G ° "TAiNEIZ ± 00 u W ..y• yW�.r o �iW W �. ® 10 11 12 13 14 15 16 17 WW W W w WWW° 0 a 0 ..�W .y. .y.y. W ✓ W y W + a y W L i .. y W y y y W W W W i i ..Y Y r. .. W W W a. W W W W W W W y W .v .W y ♦ W W W W V W LL W� W� W y y� W� W W+ W W y W y W y W w .y y W W .� W W .. W Y W Y' W y y W W .y a W y W W W L W y W W .✓ y+ W + W+ W+ W y W y W .. W y W+ + W 3 .. + W y W y a W W W. .v W W W W W W .Y y .v Wv yv y .v Wv y 100.00' SCALE= V=10'-011 CxENERATOR WILL BE PART OF: A PERMIT FLOOD LEGEND Residential New Construction - ADDITION ADDRESS: 5520 SW 65TH STREET, SOUTH MIAMI, FL 33133 LOT:11,12,13 AK) lA 5LOCK: 11 PLAT 15OOK; 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 2b62 PL5 ItIC ": 5U"YOPM NAME LOWEST FLOOR ELFVATION GARAGE /STORAGE FLOOR ELEVATION W W W W 5WALF AREA ELEVATION EXiSTING 1323 FT. NGvp N/A 10.0 FT. NGVD FT. NGVD PROP05ED 1323 FT, NCsVD 520 -2,4 SuJ (oath ST. WWyWWWWW FT. NGVD TYPE OF INSTITUTIONAL 1 -2 C14ILD CARE o o OGGUP,4NGY 34 Cf.'1��.t, 22 O SOIJT 4 1''II' 1"fI F-L O � TYPE OF TYPE V� Hc`i + 13 13.81 o W W W W ..,.; KIDS PLA�i CIROUNp ro _ THE ACTIVE LEAF OF PAIRS OF SWINGING DOORS SHALL BE PROVIDED W/ MULTIPLE -POINT LOCKS WHICH CONTAIN -231 INSERTS, EACH W/ 5/811 THROW BOLTS t A CYLINDER LOCK. 1. HINGES, W/ HINGE PINS EXPOSED TO THE OUTSIDE, OF ALL 1NGVE:) - 5,58& S.F. Z om Zo< .- z I} z W 0 ~0o C) Cc) LLJ LL �W�W�W� Q0 °OW O (_0 III 9 — 5 NEW 61 -0IL 4ClH WOOD PENCE 7; -91 37' -8 15� 5�� L /� U��� X��� y����� Gx NI =izATO ROPOSEU .SKW GFNER,4TOR WiLL 5E PART OF 4 <= SEi�APATE .F�ERMiT . .. � C� � AS�NALT � TR,4SIH W W y W 9 PARXIN SPACES L 9 -0 >> x 18'- 0 - G ° "TAiNEIZ ± 00 u W ..y• yW�.r o �iW W �. ® 10 11 12 13 14 15 16 17 WW W W w WWW° 0 a 0 ..�W .y. .y.y. W ✓ W y W + a y W L i .. y W y y y W W W W i i ..Y Y r. .. W W W a. W W W W W W W y W .v .W y ♦ W W W W V W LL W� W� W y y� W� W W+ W W y W y W y W w .y y W W .� W W .. W Y W Y' W y y W W .y a W y W W W L W y W W .✓ y+ W + W+ W+ W y W y W .. W y W+ + W 3 .. + W y W y a W W W. .v W W W W W W .Y y .v Wv yv y .v Wv y 100.00' SCALE= V=10'-011 CxENERATOR WILL BE PART OF: A PERMIT FLOOD LEGEND Residential New Construction - ADDITION ADDRESS: 5520 SW 65TH STREET, SOUTH MIAMI, FL 33133 LOT:11,12,13 AK) lA 5LOCK: 11 PLAT 15OOK; 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 2b62 PL5 ItIC ": 5U"YOPM NAME ALL ELECTRICAL, MECHANICAL AND PLUMBING WiLL BE PLACED AT OR AEOVE THE BASE FLOOD ELEVATION. (B.F.E.) ALL AREAS BELOW B.F.E. SHALL BE PROVIDED WITH A 1"iINiMUM OF TWO (2) OPENINGS 144VING A TOTAL NET AREA OF NO LE55 THAN ONE SQUARE INCH OF OPLNING FOR EVERY SQUARE FOOT OF ENCLOSED AREA SUBJECT TO FLOODING. THE BOTTOM OF THE OPENING WILL BE NO HIGHER THAN ONE (1) FOOT AWvE [GRADE AND LOCATED ON DIFFERENT SIDES OF THE ENCL05ED AREA. OPENINGS WILL BE EQUIPPED WITH SCREENS OR LOUVERS. FLOOD RESISTAN MATLRIALS WILL BE USED BELOW B.F.E. ALTERNATIVELY, SLE A CERTIFICATION B�_ - 'E 9N THL PLAN NOTES INDICATING THAT THE DE5IGN 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. NaVD G N F;�74L 070 E) 1. The Contractor shall verify all dimensions, elevations and 8ng155 anol 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_ P'lea5e notify Engineer by certiFieol mail of any conflicts or discrepancies, if any. 2. The Contractor Shall furnish and be solely responsible for all temporary bracing and shoring reou -fired to maintain plumbness anol 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 provioleol for respective trades. IHe shall be responsible For location and details_ 4. All concrete for foundations t slabs on grade shall reach 2500 p-si. compressive Strength at 20 days, and all columns, grouted cells, slabs above grade anal tie beams Shall reach 3000 p.s,i, compressive strength minimum at 28 days unleS5 otherwise noted. 5. Contractor /owner --,hall be reSpon5ible For veriFying recluired 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. (o. Owner and Contractor shall notify Engineer in writing, by certified mail upon commencement project. 7- Provide Termite treatment to soil aFter compaction 1s com- pleated± as per P.B.0 18Iro LEG,41- DESCRIPTION: LOTS i1, 12,13 4 14 BLOCK ll, OF "RE,41-TY SECUfiRITIES COFPOP,47 IONS TOUJN51TE OF L,AIRKIN" ACCORDiNG TO THE FL,47 THIEREOF, 45 RECORDED IN PLAT BOOK 2, 4T F='ACzE 105, OF TIHE PUBLIC PECOPDe OF I` 11,4M1 -D,4DE COUNTY, FLORIDA. SCOPE OF WORK: 1- DEMOLISH INTERIOR E57RUC71JR3= OF EXISTING BUILDING (SEE DEMOLITION PL4N D -1) 2- NEW D,4YCARE CENTER 3- ALL ELECTRICAL, MECHANICAL 4 PLUMBING; Si'STEMe, ARE NEW. 4- NO FIRE 5FDRIN<LER SYSTEM OR FIRE ALARM SYSTEM INCLUDED IN THIS JOB. FARKING CALCULATION LOWEST FLOOR ELFVATION GARAGE /STORAGE FLOOR ELEVATION ADJACENT GRADE ELI VATION 5WALF AREA ELEVATION EXiSTING 1323 FT. NGvp N/A 10.0 FT. NGVD FT. NGVD PROP05ED 1323 FT, NCsVD N/A 100 FT. NGVD FT. NGVD ALL ELECTRICAL, MECHANICAL AND PLUMBING WiLL BE PLACED AT OR AEOVE THE BASE FLOOD ELEVATION. (B.F.E.) ALL AREAS BELOW B.F.E. SHALL BE PROVIDED WITH A 1"iINiMUM OF TWO (2) OPENINGS 144VING A TOTAL NET AREA OF NO LE55 THAN ONE SQUARE INCH OF OPLNING FOR EVERY SQUARE FOOT OF ENCLOSED AREA SUBJECT TO FLOODING. THE BOTTOM OF THE OPENING WILL BE NO HIGHER THAN ONE (1) FOOT AWvE [GRADE AND LOCATED ON DIFFERENT SIDES OF THE ENCL05ED AREA. OPENINGS WILL BE EQUIPPED WITH SCREENS OR LOUVERS. FLOOD RESISTAN MATLRIALS WILL BE USED BELOW B.F.E. ALTERNATIVELY, SLE A CERTIFICATION B�_ - 'E 9N THL PLAN NOTES INDICATING THAT THE DE5IGN 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. NaVD G N F;�74L 070 E) 1. The Contractor shall verify all dimensions, elevations and 8ng155 anol 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_ P'lea5e notify Engineer by certiFieol mail of any conflicts or discrepancies, if any. 2. The Contractor Shall furnish and be solely responsible for all temporary bracing and shoring reou -fired to maintain plumbness anol 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 provioleol for respective trades. IHe shall be responsible For location and details_ 4. All concrete for foundations t slabs on grade shall reach 2500 p-si. compressive Strength at 20 days, and all columns, grouted cells, slabs above grade anal tie beams Shall reach 3000 p.s,i, compressive strength minimum at 28 days unleS5 otherwise noted. 5. Contractor /owner --,hall be reSpon5ible For veriFying recluired 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. (o. Owner and Contractor shall notify Engineer in writing, by certified mail upon commencement project. 7- Provide Termite treatment to soil aFter compaction 1s com- pleated± as per P.B.0 18Iro LEG,41- DESCRIPTION: LOTS i1, 12,13 4 14 BLOCK ll, OF "RE,41-TY SECUfiRITIES COFPOP,47 IONS TOUJN51TE OF L,AIRKIN" ACCORDiNG TO THE FL,47 THIEREOF, 45 RECORDED IN PLAT BOOK 2, 4T F='ACzE 105, OF TIHE PUBLIC PECOPDe OF I` 11,4M1 -D,4DE COUNTY, FLORIDA. SCOPE OF WORK: 1- DEMOLISH INTERIOR E57RUC71JR3= OF EXISTING BUILDING (SEE DEMOLITION PL4N D -1) 2- NEW D,4YCARE CENTER 3- ALL ELECTRICAL, MECHANICAL 4 PLUMBING; Si'STEMe, ARE NEW. 4- NO FIRE 5FDRIN<LER SYSTEM OR FIRE ALARM SYSTEM INCLUDED IN THIS JOB. FARKING CALCULATION 14601 S.F. DAYG>4RE CENTER 4172 5.F. 1/250 =- 17 PAR +:. AREA NOT DEFINED 1413 5F. 0 PAF'K. TOTAL_ REQUIRED PARKING TOTAL PROVIDED PARKING 17 PAR<. 1 20 PARK. LOT SIZE 14601 S.F. 15 D ISTRIC ZONE TODD (MU-411 12 11 Transit oriented 1Development District (Mixed- U5ed -4 PROPOSED USE DAYCARE 1= AGILITY �PPEC) 2m AREA BUILDING 5586 5.1=. 21� TYPE OF INSTITUTIONAL 1 -2 C14ILD CARE FACILITi' OGGUP,4NGY 34 Cf.'1��.t, 22 23 � TYPE OF TYPE V� Hc`i GONSTRUCTION UNSPRINKLEREDr , ro _ THE ACTIVE LEAF OF PAIRS OF SWINGING DOORS SHALL BE PROVIDED W/ MULTIPLE -POINT LOCKS WHICH CONTAIN ' A) NTS &UJ roaTi� STF-,F-F-T I� 16 15 1/ /13/ / 12 11 10 09 18 Ig 2m 21. 22 21� 30 31 32 33 34 35 22 23 .1111 T, 10-j 6:4 5EClJF TT' NOTES 1, ALL ELECTRICAL RECEPTACLE5 MUST BE PROVIDED WITH PROTECTIVE COVERS, NOT EASILY REMOVABLE BY CHILDREN UNDER (o YEARS OLD. 2. EVERY CLOSET DOOR LATCH 51 -MALL BE SUCH THAT CHILDREN CAN OPEN THE DOOR FROM INSIDE THE CLOSET. 3_ EVERY BATHROOM DOOR LOCK SHALL BE SUCH THAT PERMIT5'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 CAPAGITY AND ACCESS TO HIDE A CHILD SHOULD HAVE THE SAME SAFEGUARDS. 5. CHILDREN ARE CLOSELY SUP;- RVISED WHILE USING TOILET AND BATH FACILITIES, FOR THIS REASON A VISION PANEL 15 PROVIDED AT EACH ENTRY DOOR TO 54THROOM5. ALSO STALL PARTITIONS HEIGHT 15 KEPT TO 4811 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 DATER WITH A HIGH TEMPERATURE SET, TO AVOID ACCIDENTAL HOT WATER BURN OF CHILDREN, 7. THE OFFICE AREA SMALL SERVE AS AN ISOLATION AREA FORA CHILD WHO BECOMES ILL AT THE CENTER HERE A COT SPACE 15 PROVIDED Q THE CHILD IS ACCOMPANIED BY A STAFF MEMBER AND ALSO THE SPACE 15 ENCL05ED IN GLASS ALLOWING FOR EASY VISUAL ACCE55 FROM THE OPEN SPACE. THE ''FIRST AiD` KIT SHALL BE SECURED HERE. 8. DRINKING FOUNTAINS SHALL BE SLANT TYPE, PROTECTED. SAFE DRINKING WATER SHALL BE AVAILABLE TO CHILDREN. 1. A SEPARATE HAND WASHING SiNK IS PROVIDED AT KITCHEN WITH 51GNAGE READING 11 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 57AFF DURING THE FOURS OF OPERATION, EVEN IN THE EVENT OF A POWER OUTAGE. 11. ALL EaUIPMENT, TOY5 AND FURNISHINGS MUST BE 54FE AND MAINTAINED IN ,4 5ANITARY CONDITION. 41-50 MUST BE FREE OF SHARP, BROKEN AND JAGGED EDGES, AND PROPERLY PLACED TO PREVENT OVERCROWDING OR SAFETY HAZARDS. INTERIOR DESIGN BY OTHERS KI.C.AJ. 12. CLEANING SUPPLIES SHALL BE STORED IN JANITOR CLOSET ANp OVERHEAD KITCHEN CABINETS ANp STORAGE CL05ET UNDER LOCK ANp OUT OF REACH OF CHILDREN_ 13. AVOID USiNG ANY TOXIC CONSTRUCTION MATERIAL5 OR AGENTS THAT MAY BE HARMFULL TO CHILDREN. 1� LD NG S CJ T`' NOTES L EXTERIOR EXiT DOORS SHALL HAVE 1 LOCK THAT iS KEY OPERATED FROM THE EXTERIOR. LOCKS ON EXTERIOR DOORS SHALL HAVE A MIN OF 6 000 EXTERIOR DOORS, OPERABLE WiNDOWS, 5HALL HAVE NON - REMOVABLE PINS, OR SHALL 15E INTERLOGKING -STUD TYPE 4 SUCH HiNGES SMALL HAVE NON- FXP05ED SCREWS. r )9.'� 8. JAMBS ON ALL EXTERIOR OFF5ET =TYPE IN SWINGING DOORS -;V SHALL EE RABBETED, OR OF SIMILAR FABRfCATiON TO PREVENT DEFEATING THE PURPOSE OF THE STRIKE 4 THE INTEGRITY OF THE LATCHES. CITY GF 'SOUTI-I MIAPr19. ALL EXTERIOR WINDOW5 SHALL BE CONSTRUCTED SO THAT BUILDING DEPT. WHERE FIXED $ LOCKED TREY CANNOT BE REMOVED FROM THE FRAMES FROM THE OUTSIDE, C, STRUCTURAL SECTION APPROVED BY 1111NIl 11Jl"1 INTEIz10fR F1N15I4E& VAT E, ,,/ GL�S�11= 1G,4TION � T7 0CCL1 4N�sl' F05515LE LOCKING COMBINATIONS. 2. EXTERIOR DOORS SERVING AS PRIMARY MEANS OF FXlt SPaGeS EGRESS SHALL BE EQUIPPED W/ A "COMBINATION A OF DEAD LATCH t DEAD 501-7 DEVICE, BOTH OF A WHICH CAN BE RETRACTED FROM INSIDE BY TURNING THE KNOB 4 FROM OUTSIDE BY KEY. 3. LOCKS ON ALL EXTERIOR WALLS SHALL BE INTRUSION 4 BURGLAR RESISTANT, CAPABLE OF RESISTING A FORGE OF 300 LISS. 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 50L7`5 SHALL NOT © BE EXPOSED ON THE EXTERIOR SIDE OF DOOR, OR Hc`i SHALL BE OF TAMPER- RESISTANT DE51GN. ( , ro _ THE ACTIVE LEAF OF PAIRS OF SWINGING DOORS SHALL BE PROVIDED W/ MULTIPLE -POINT LOCKS WHICH CONTAIN ' INSERTS, EACH W/ 5/811 THROW BOLTS t A CYLINDER LOCK. 1. HINGES, W/ HINGE PINS EXPOSED TO THE OUTSIDE, OF ALL Z � EXTERIOR DOORS, OPERABLE WiNDOWS, 5HALL HAVE NON - REMOVABLE PINS, OR SHALL 15E INTERLOGKING -STUD TYPE 4 SUCH HiNGES SMALL HAVE NON- FXP05ED SCREWS. r )9.'� 8. JAMBS ON ALL EXTERIOR OFF5ET =TYPE IN SWINGING DOORS -;V SHALL EE RABBETED, OR OF SIMILAR FABRfCATiON TO PREVENT DEFEATING THE PURPOSE OF THE STRIKE 4 THE INTEGRITY OF THE LATCHES. CITY GF 'SOUTI-I MIAPr19. ALL EXTERIOR WINDOW5 SHALL BE CONSTRUCTED SO THAT BUILDING DEPT. WHERE FIXED $ LOCKED TREY CANNOT BE REMOVED FROM THE FRAMES FROM THE OUTSIDE, C, STRUCTURAL SECTION APPROVED BY 1111NIl 11Jl"1 INTEIz10fR F1N15I4E& VAT E, ,,/ GL�S�11= 1G,4TION � T7 0CCL1 4N�sl' l�1NSfi�1� 11NK1 � 7) Exit E:Xlt ACC-eee FXlt SPaGeS 1= IN&T17U710N,4L A 14 A CODE IN EFFECT = FBC -2004 To the best of my knowledge subject drawing comply with ABC. Dade County require a Final Letter of Compliance from Architect. A a i �i� l ubPefctcWrr @yi@i)n by Architect /Engineer. Contractor or sub contractor shall notify Architect prior any change to be done on approved drawings. Re-vision I By 5AP -15 -00 I� SEP -c4 -�8 �2 A3 �x LLi Wz LL Z W uu e- W Z �' � II © Hc`i II I�II ( , O ui cn LL -400 .o � II C/) N w Z � Z om Zo< .- z a z W ~0o C) Cc) LLJ LL °OW O � III �x LLi 0. Z W uu e- W Z �' © Hc`i O ui cn LL -400 .o a C/) N w Z � Z om Zo< .- z a z W ~0o C) Cc) LLJ LL °OW O 0 " U F- LL i - III 0 .1 DR4WN BY: L7 -F,0 Checked: P, G -F Date: ,4F1, -14 -00 Sca le: shown Job No: Sheet: A -1 0 F e