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15-269-00375,00' (R &M) i j I r i I � j I EXIST'G. 600 GAL. ! I SEPTIC TANK I � I EXIST'& U,Q ELECT. LINE SERVICE I i i I W ❑ ❑D DEC ' i I i 10' -5' j i ! 0 i �i i EXISTING ONE STORY i i RESIDENCE No, 7510 I XT' j EXIST'G / ABC C PAD i ELECT EXIST'G. 150 AMP. METER ELECT. PANEL 24' -5' 1 i HB I II 111111 I / IIIIIIII I IIII I i i a CAR PORT L ❑CATION i^ i� i� I� i_ io I� I M I I I I j I I - - L -- -•-•- •- •- •- •- •- •- •- •- •- •- •- •- • -• -•- --------------------------------- _ 75,00' (R &M) EXIST'G. METER 16' GRASSED PARKWAY 6 1 -1/2'0 WATER o LINE V.I.F. 1 in N ............S.W 63rd. COURT'.'.*.'.'.'.*.*.'.* 20' ASPHALT PAVEMENT.','.'.'.'.'.'.'.' N SITE PLAN SCALE: 1/8" = 1' -0" GENERAL NOTES: 1. CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATE BRACING OF ALL STRUCTURAL MEMBERS, WALLS AND NON STRUCTURAL ITEMS DURING CONSTRUCTION. 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO STARTING THE WORK, NOTIFY ARCHITECT OR ENGINEER OF ANY DESCREPANCES DO NOT SCALE DRAWINGS. USE FIGURED DIMENSIONS ONLY 3. VERIFY ALL UTILTY LOCATIONS BEFORE COMMENCING THE JOB. 4. ALL SHOP DRAWINGS SHALL BE SUBMITTED TO ARCHITECT OR ENGINEER PRIOR TO FABRICATION FOR APPROVAL. 5. SOIL CONDITIONS AT SITE ARE ADEQUATE TO SUPPORT 2,000 P.S.F. AS PER SITE INSPECTION, SHOULD OTHER MATERIAL OR CONDITION BE ENCOUNTERED THE ENGINEER SHALL BE NOTIFIED BEFORE PROCEEDING WITH THE WORK. 6. PROVIDE A SOIL TREATMENT STATEMENT PRIOR TO POURING FLOOR SLAB. 7. THE INTERIOR FINISHES ARE BY OTHER OR OWNER 8. SHOWER FLOOR OR RECEPTORS: FLOOR SURFACES SHALL BE CONSTRUCTED OF IMPERVIOUS, NONCORROSIVE, NONABSORBENT AND WATER PROOF MATERIALS. BY F.B.C. PLUMBING, SECTION 417.5 STATEMENT: IN MY PROFESSIONAL JUDGMENT AND TO THE BEST OF MY KNOWLEDGE & BELIEF THESE PLANS & SPECIFICATI ❑NS COMPLY WITH THE APPLICABLE FLORIDA BUILDING CODE, SCOPE OF WORK EXISTING STRUCTURAL CAR PORT CONVERT IN TO GARAGE AND AS SHOWN ON PLANS LEGEND EXIST'G, 5' INTERIOR PARTITI ❑N NEW 5' INTERI ❑R PARTITION EXIST'G, 8' STRUCTURAL WALL - - - - - INDICATE TO BE DEMOLITION LEGAL DESCRIPTION LOT 6, BLOCK 1, OF OAKS HEIGHTS SUBDIVISI ❑N, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 46 AT PAGE 64, OF THE PUBLIC RECORD OF MIAMI -DADE COUNTY, FLORIDA EXT'G. STRUCTURAL ROOF �T EXIST'G. 4'x8' WD. BEAM NEW, 2'x8' WD. BLOCKING a -iu T.❑. WOOD. BM �- -1 NEW 8'x12' CONC. BEAM SEE B -1 ON BEAM SCHEDULE I NEW 8'x12' CONC. COLUMN SEE T.C, ON COLUMN SCHEDULE -'----NEW 8'x10' C ❑NC. BEAM SEE B -2 ON BEAM SCHEDULE XIST'G. STRUCTURAL LOW — WALL TO REMAIN EXIST'G. STRUCTURE RESIDENCE L EXT'G. STRUCTURE CARPOT EXISTING SOUTH ELEVATION SCALE: 1/4" = 1' DEMOLITION NOTES: EXT'G. LAUNDRY ROOM EXT'G. ENTRY r_1 I I I C1 J I� I I I I I I I 1 I I 1I I I I 1 Li I I I L ____ J n 2' -6" I 9' -0" (E) 7 I XDI=T DEMOLITION FLOOR PLAN SCALE: 1/4" = V -0" EXT'G. STRUCTURAL ROOF I I I I I THIS DRAWING IS ONLY TO ASSIST IN SHOWING THE SCOPE OF 9.- CONTRACTOR SHALL INSPECT CEILINGS AND CHASES TO ASSURE THICK DEMOLITION WORK AND IS NOT INTENDED TO INDICATE ALL DEMOLITION. I I I I � \ SD o WOOD EXIST'G' 2 "0 PIPE 10.- PATCH AND REPAIR ALL EXISTING SURFACES DAMAGED BY DEMOLITION EXT'G. O COLUMN TO REMAIN - - -- `n CAR PORT CONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMING A WALK -THRU < AND /OR AS REQUIRED FOR NEW SCHEDULED FINISHES. W 6" � 11,- ALL DEMOLITION IS DENOTED BY BROKEN LINES. O cO A OR INCORRECTLY ADDRESSED, WHICH REQUIRE REMOVAL AND /OR 5 EXTG. GENERAL CONTRACTOR SHALL PERFORM DEMOLITION IN ACCORDANCE REMOVE EXT'G. ADOBE - LAUNDRY RY CAR PORT J Q WITH APPLICABLE AUTHORITIES HAVING JURISDICTION. 3.- BRICK GROUT SOLID ROOM CONVERT IN / Q (SEE DEMOLITIONS NOTE) TO GARAGE 13•- PREPARE EXISTING CONCRETE SLAB AS REQUIRED BY GRINDING AND /OR 4.- �� - -�E> O j� ` , W.P. T_ LO MANUFACTURER SPECIFICATIONS AS REQUIRED TO RECEIVE NEW .. (E) GFI '` CO L SCHEDULED FLOORING MATERIAL. rREMOVE EXT'G. PLANTER _ RE DENCE SUFFICIENT ADVANCE NOTICE FOR APPROVAL. 14.- FIXTURES, DOORS AND FRAMES, ETC. TO BE REMOVED SHALL BE C (SEE DEMOLITIONS NOTE) f F COORDINATED WITH THE OWNER. FOR DESTINATION OF ALL 5.- 0 EXT'G. EXIST'G' 2' I0 PIPE .EXISTING EQUIPMENT. - ENTRY COLUMN REMAIN N ° T COMPLETE AND IN SATISFACTORY CONDITION. 15.- GENERAL CONTRACTOR SHALL REMOVE FROM SITE, CONTAMINATED, VERMIN LO DEMOLITION FLOOR PLAN SCALE: 1/4" = V -0" EXT'G. STRUCTURAL ROOF I I I I I THIS DRAWING IS ONLY TO ASSIST IN SHOWING THE SCOPE OF 9.- CONTRACTOR SHALL INSPECT CEILINGS AND CHASES TO ASSURE THICK DEMOLITION WORK AND IS NOT INTENDED TO INDICATE ALL DEMOLITION. I I I I � a� N STRUCTURE R IDENCE EXT'G. STRUCTURE CARPOT EXIST STRUCTURE EXISTING WEST ELEVATION SCALE: 1/4" = 1' 1.- THIS DRAWING IS ONLY TO ASSIST IN SHOWING THE SCOPE OF 9.- CONTRACTOR SHALL INSPECT CEILINGS AND CHASES TO ASSURE THICK DEMOLITION WORK AND IS NOT INTENDED TO INDICATE ALL DEMOLITION. FRAME PROPER IDENTIFICATION OF UTILITIES (MECHANICAL, PLUMBING AND /OR O(1)3'- CONTRACTOR SHALL REMOVE ALL EXISTING ITEMS AS REQUIRED TO SD ELECTRICAL). WOOD COMPLETE THE JOB. 10.- PATCH AND REPAIR ALL EXISTING SURFACES DAMAGED BY DEMOLITION 2.- NOT ALL ITEMS TO BE DEMOLISHED ARE SHOWN ON THE PLAN. - - -- AND /OR NEW WORK AS REQUIRED TO MATCH ADJACENT SURFACES WOOD CONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMING A WALK -THRU < AND /OR AS REQUIRED FOR NEW SCHEDULED FINISHES. W OF THE PROJECT W/ THE INTENT OF IDENTIFYING POSSIBLE ITEMS, NOT 11,- ALL DEMOLITION IS DENOTED BY BROKEN LINES. Cc OR INCORRECTLY ADDRESSED, WHICH REQUIRE REMOVAL AND /OR 12,- GENERAL CONTRACTOR SHALL PERFORM DEMOLITION IN ACCORDANCE o ° RELOCATION. J Q WITH APPLICABLE AUTHORITIES HAVING JURISDICTION. 3.- GENERAL CONTRACTOR TO PROVIDE PERMITS AND NOTICES AUTHORIZING CO Q L DEMOLITION. 13•- PREPARE EXISTING CONCRETE SLAB AS REQUIRED BY GRINDING AND /OR 4.- CONTRACTOR SHALL COORDINATE DEMOLITION WORK WITH LEVELING (WITH GYP -CRETE 2000 OR APPROVED EQUAL, AS PER ` , ADMINISTRATION. PRIOR TO START OF DEMOLITION WORK CONTRACTOR T_ LO MANUFACTURER SPECIFICATIONS AS REQUIRED TO RECEIVE NEW SHALL NOTIFY ADMINISTRATION OF INTENT TO START AND PROVIDE '` CO L SCHEDULED FLOORING MATERIAL. W Q SUFFICIENT ADVANCE NOTICE FOR APPROVAL. 14.- FIXTURES, DOORS AND FRAMES, ETC. TO BE REMOVED SHALL BE C Lh f F COORDINATED WITH THE OWNER. FOR DESTINATION OF ALL 5.- CUT, REMOVE, PATCH, ALTER AND REFINISH EXISTING CONSTRUCTION .EXISTING EQUIPMENT. AS RESULT OF DEMOLITION AND AS REQUIRED TO LEAVE WORK N COMPLETE AND IN SATISFACTORY CONDITION. 15.- GENERAL CONTRACTOR SHALL REMOVE FROM SITE, CONTAMINATED, VERMIN 6.- INFESTED OR DANGEROUS MATERIALS ENCOUNTERED AND DISPOSE OF BY PROVIDE SAFETY FEATURES DURING WORK AS REQUIRED BY SAFE MEANS SO AS NOT TO ENDANGER HEALTH OR WORKERS AND SPECIFICATIONS, APPLICABLE CODES, RULES AND REGULATIONS. PUBLIC. 7.- GENERAL CONTRACTOR SHALL CEASE OPERATIONS AND NOTIFY THE 16.- ASBESTOS SURVEY TO BE PROVIDED BY OWNER. Q o ARCHITECT / ENGINEER IMMEDIATELY IF SAFETY OF STRUCTURE 17.- ASBESTOS ABATEMENT BY OWNER. o c APPEARS TO BE ENDANGERED. TAKE PRECAUTIONS TO PROPERLY SUPPORT STRUCTURE. DO NOT RESUME OPERATION UNTIL SAFETY c IS RESTORED. 8.- GENERAL CONTRACTOR SHALL DEMOLISH, IN AN ORDERLY AND CO 1 1 C CAREFUL MANNER, AS REQUIRED TO ACCOMMODATE NEW WORK, v L � INCLUDING THAT REQUIRED FOR CONNECTION TO THE EXISTING c Q0 O BUILDING. PROTECT EXISTING FOUNDATIONS AND SUPPORTING LL STRUCTURAL MEMBERS. N L_ -9 "I. 8' -6" 11' -11" NEW CONC. SLAB AND STEPS MATCH TO EXIST'G. Clty Of South NiiA i J1 Tanning & Reviewer Date PROPOSE FLOOR PLAN (EXT'G ELECTRICAL) SCALE: 1/4" = 1' -0" AIN 8' -10' Y T.O. WOOD. BM —NEW 8'x12' CONC. BEAM SEE B -1 ON BEAM SCHEDULE —NEW 8'x12' CONC. COLUMN --- SEE T.C. ON COLUMN SCHEDULE NEW 8'x10' CONC. BEAM SEE B -2 ON BEAM SCHEDULE — EXIST'G. STRUCTURAL LOW— WALL TO REMAIN . CE EXT'G. STRUCTURAL ROOF EXIST'G. 4'x8' WD. BEAM NEW, 2'x8' WD. BLOCKING I I I I \\ I I \\ I i / IV EXIST'G. STRUCTURE RESIDENCE EXT'G. STRUCTURE CARPOT EXISTING NORTH ELEVATION SCALE: 1/4" = 1' DOOR SCHEDULE MARK SIZE TYPE THICK MATER, FRAME REMARKS O(1)3'- 0'x6' -8' SD 1 3/4' WOOD WOOD EXTERI ❑R O (1)8'- 6'x7' -10' SD - - -- WOOD WOOD PR ❑VIDE EQUAL MANUAL DOOR < W O ° ; C C Cc O 00°U W o ° n J Q (') EXT'G. STRUCTURAL ROOF EXIST'G. 4'x8' WD. BEAM NEW, 2'x8' WD. BLOCKING I I I I \\ I I \\ I i / IV EXIST'G. STRUCTURE RESIDENCE EXT'G. STRUCTURE CARPOT EXISTING NORTH ELEVATION SCALE: 1/4" = 1' DOOR SCHEDULE MARK SIZE TYPE THICK MATER, FRAME REMARKS O(1)3'- 0'x6' -8' SD 1 3/4' WOOD WOOD EXTERI ❑R O (1)8'- 6'x7' -10' SD - - -- WOOD WOOD PR ❑VIDE EQUAL MANUAL DOOR < W O ° ; C C Cc WINDOW SCHEDULE MARK TYPE SIZE GLASS QTY OA SINGLE HOME 36 "W x 50 "H SEE NOA. ATTACHED 2 UNIT _ I ReVisiors 2.23.15 FIRST ISSUE o 1 Q L � U 3 W -� W � a J L M Q S C .a U � z t U a �C U R a Job No. Date 02.23.15 Scale SHOWN Seal - AA- 260. ©'f -560 Sh6et No. A -1 d' W 0 T— () v J J Q O LL ��� VJ 0 N W — 2 J If Q Q U> N ; ; Z < W O ° ; C C Cc O 00°U W o ° n J Q (') rr N ' CO Q L I U U) O ` , T_ LO o 1 Q L � U 3 W -� W � a J L M Q S C .a U � z t U a �C U R a Job No. Date 02.23.15 Scale SHOWN Seal - AA- 260. ©'f -560 Sh6et No. A -1 J 0 0 v J Q O 0 , M L N N ; ; MQ o ° ; ; o ° ' S L N ' U L L I 0 ` ` , OW ' '` CO L W Q Qo O LLL O N C Lh f F N m C C a > � ( > � (L Q o o c T q c c CO 1 1 C Q v v L � � c c Q0 O W L LL O � � y a a < < O \ Z Qu y N C C \ N Job No. Date 02.23.15 Scale SHOWN Seal - AA- 260. ©'f -560 Sh6et No. A -1