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13-1254-001�I0 �i �i -------------------- -------------- - - - - -1 1 DENOTES 6' BLOCK WALLS TO BE REMOVED J----------------------- " "- " - " - -- ' COORDINATE W/ STRUCT. PLANS FOR REINF. nnirir. DENOTES EXIST. PARTITION TO BE REMOVED. F3] DENOTES EXIST. BLOCK WALLS TO REMAIN. ` ® DENOTES EXIST. PARTITION TO REMAIN. a EXIST. CAB'S BATH FIXTURES AND PLUMBINCs FIXTURES TO BE REMOVED, CAP AS REQUIRED. © © EXIST. DOOR OR WINDOW TO BE REMOVED II II I r---- ` ------- � 0 EXIST. STRUCTURE TO BE REMOVED ® EXIST. WOOD STRUCTURE TO BE REMOVED 1 1 I I 1 I I I EXIST. LOW WALL TO 5E REMOVED T 1 I 1 1 II 1 I 1 1 P-1 DEMOLITION FLAN 311= 11 -/J�1I 1�6/J DEMOLITION NOTES I.- DAMAGED AREAS WHERE WALLS HAVE BEEN REMOVED SHALL BE PATCHED TO MATCH ADJACENT AREAS AND FINISH WITH PAINT TO SUIT MATERIALS USED. 2.- CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING THE EXISTING RESIDENCE FROM SUSTAINING DAMAGE FROM EXPOSURE TO THE WEATHER RESULTING FROM DEMOLITION OF ROOFED AREAS AND REMOVAL OF EXISTING EXTERIOR WALLS. 3.- THE CONDITIONS SHOWN ON THIS PLAN DENOTE THE BEST IMFORMATION AVAILABLE AT THE TIME PLANS WERE PREPARED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL EXISTING CONDITIONS AND OF INFORMING THE ARCHITECT OF ANY 51TUATION WHICH WILL IMPEDE THE CONTRACTOR FROMM CARRYING OUT THE INSTRUCTIONS AS SET FORTH IN THE PLANS. 4.- ALL EXISTING OPENINGS TO BE CLOSED, SUCH AS DOORS, WINDOWS, ETC. SHALL BE STRIPPED OF ALL FRAMES, BUCKS, FURRINGS STRIPS, ETC. AND SHALL BE CLOSED W/ MATERIALS MATCHING THE AREAS OF WORK 5.- CONTRACTOR SHALL VERIFY EXIST. WINDOWS AND DOOR OPENINGS DIMENSIONS IN THE FIELD PRIOR TO ORDERING NEW WINDOWS AND DOORS (SEE WINDOW AND DOOR SCHEDULE). CONTRACTOR SHALL VERIFY ALL DIMENSIONS AT 51TE BEFORE COMMENCING THE WORK, ANY MAJOR DISCREPANCY CONTACT THE ARCHITECT IMMEDIATELY. 6.- CONTRACTOR SHALL CAP AND OR ISOLATE AL EXISTING WATER SANITARY LINES AND ELECTRICAL CIRCUITS PROPERLY AS REQUIRED BY F.B.C. 37.00' S 89 °30'55" W o EXIST. - - - - - - - - ------- - - - - -- WATER r -, EXIST. 6' HIGH METER WOOD GATE W. _ EXISTING EX. U.G. WATER SERVICE EXISTING DRIVEWAY 31.88' EX. W n O � O ; �� - -- ----------------------------------- EXIST. 3'0 9 i8/FT W SAN. LINE TO CITY O SEWER h N O C EXIST. 6' HIGH WOOD GATE W. SELF CLOSER 4 SELF LATCHING MECHANISM X b- w N N ,SIT€ FL AN -0. �p X- SELF CL05ER 4 DOTTED AREA _� CONC. DECK — - -� SELF LATCHING DENOTES PROPOSED N TO BE REMOVED MECHANISM NEW ROOF TO MATCH I I EXISTING. Ir = = = = =-- - -- -------- - - - - - - - - - - - - NEW CONC.DECK 1.1-- TO MATCH EX14 II I 11 1r . fr --- - - - - -- ------ - - - - - — 1 _ , 1 �•� :l I I 1. 1. •' ''r -; DIAGONAL LINES + DENOTE PROPOSED +1 . I 1 NEW ADDITION +I I ' I I + 1 +1 I� . I I +1 II + H + +�1 a 1 EXISTING + + +1 + I . • • 1 I . CONC. DECK EXISTING "I ONE STORY + +! + 1 i CBS RES. 6511 + + + i+ l I 1' + +I + H i 11• . + LFI I I + fF 1 . • . 1 •1 +�`. H FF I 1 H NEW CRICKET +1 .. ... .. ...... .. .. .;: — — II II 6� N 13 7. 0 0' S 89 °30'55" W EXIST. 6' HIGH WOOD FENCE LU Z O Lu 'O w O O r . O O EJe1 -511 EXIST. 6' HIGH �; I WOOD FENCE I I THERE ARE NOT PERTINENT FEATURES ON ADJACENT PROPERTIES AND ACROSS THE STREET THAT MAY AFFECT THE SYSTEM INSTALLATION. ARCNITECT'5 NOTE TO THE BEST OF MY PROFESSIONAL KNOWLEDGE. THE STRUCTURAL DESIGN COMPLIES WITH THE APPLICABLE SECTIONS OF THE FLORIDA BUILDING CODE AND ALL ^ 1 DADE COUNTY APPLICABLE CODES. MEANS AND METHODS OF CONSTRUCTION AND SAFETY PRECAUTION ARE THE RESPONSIBILITIES OF THE CONTRACTOR THE CONTRACTOR IS TO BE RESPONSIBLE FOR HIS OR HERS EMPLOYEE'S NEGLIGENT ACTS, ERRORS, OR OMISSIONS. GENE AL N 0 T E 5: 1.- All wood in contact with masonry or concrete shall be pressure treated. 2.- Truss manufacturer shall submit shop drawings, or design and layout (sealed by Registered Engineer) to Engineer / Architect for approval prior to fabrication 3.- Hvac Subcontractor shall submit shop drawings, or design and layout (sealed by Registered Engineer) to Architect / Engineer for approval prior to fabrication 4.- All work to be in full strict accordance and compliance with all codes and agencies having jurisdiction. 5 - Written dimensions shall take precedence over Scaled dimensions. 6.- Contractor Shall thoroughly familiarize with drawings and scope of work prior to commencing work. All dimensions shall be field verified and the Architect shall be notified prior to commencing any work of any discrepancies between prepared drawings and field condition. -1.- All wood bearing partitions to be one hour fire rated construction. S.- Contractor shall stake out in the field all underground utilities known or encounter before to beginning excavation. 9.- Contractor shall coordinate all - trades before placing concrete. lm.- All finished materials shall be class "C" min. Flame spread. 11.- Partitions to run from Floor to underside of slabs, joists or trusses and to consist of wood studs at 1611 o.c. with 1/2" gypsum wallboard both sides U.O.N. 12.- Complete all bath wall,wallboard behind sinks, lavatories, bathtub, showers, water closets and bidets to be water resistance type. 13.- Contractor shall coordinate thickness of partitions to accommodate mechanical work 14.- Lumber used for studs in interior nonbearing partitions sha I I be of a stress grade not less than 228 P.S.I. nominal extreme fiber stress in bending. 15.- Contractor shall provide continuos caulk and sealant around all exterior openings to prevent water penetration and air leakage in accordance with F.B.C. 1ro.- General Contractor shall verify with "Flood Control Department" in Dade County before starting construction. IT- If any discrepancies are found, stop working immediately and notify owner or Architect. LEGAL DESCSIFTION: LOT 6, BLOCK 3, OF SUBDIVISION COCOPLUM TERRACE ADDITION, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 48, AT PAGE 38, OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA. ZONING NOTES: 09 -09 -13 SCALE DESCRIPTION REQUIRED PROVIDED SET BACKS SHEET OF A-1 SHEETS FRONT = 25' -0' = 31.68' (EX) SIDE = 7' -6' = 11.86' (EX) SIDE STREET = 1' -6' = 24' -9' REAR = 25' -0' = 59' -5' LOT AREA = 0549 SF. EXIST. A/C AREA TO REMAIN = 895 S.F. NEW A/C AREA = 830 S.F. TOTAL A/C AREA = 1,125 SF. EXIST. STORAGE = 25 S.F. LOT COVERAGE 30% (MAX.) = 3,1641 SF. = 1,'150 SF. Iro.69b DRIVEWAY = 310 S.F. POOL DECK = 1366 S.F. OTHER DECKS = 45 S.F. GREEN AREA 60% (MIN.) = 6,329.4 S.F. = 7,0 -18 SF. 61% BU'LOING DEPT '11' ;1''UC1-URAL Sr 1, r1 OAd ay., _ zti HISTORY OF DRAWING ISSUED DESCRIPTION DATE OF ISSUED 1 !:::: PROGRE - „ - FERMIT L] CONSTRUCTION- PE-VISION By -__ A'11-12-13 z NJ 0 W LL Q � � Q � � Y O W Va Z C N W W � ^) U) _ I ' r T 0 Lo 0 W CL CV) L0 CV) o z M Z LL L) z co Q J � N j T_ O W W C10 U) LL V w O LO Q M W M LO CO _ LO U O J O U z3 Q. �3 0 0 C ems•- .�3 - .:o w Se a F� z) T< r:- '` L �� r LLJ.�. r, t ., L% r•. r`� �- } ` LO \� DATE 09 -09 -13 SCALE AS NOTED DRAWING Y.T. JOB SHEET OF A-1 SHEETS 1q A