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.: i -- i i_ Wl�vul�.!.�:.,.11114 id. d...{ LIdL___ _ _.9.___ __'� . _ - _ .. _,L <br />ABBREVIATIONS <br />ABV -ABOVE <br />AFF -ABOVE FINISH FLOOR <br />AHU - AIR HANDLER UNIT <br />A/C - AIR CONDITIONING <br />ALUM - ALUMINUM <br />AT - ALUMINUM THRESHOLD <br />AB - ANCHOR BOLT <br />AVG -AVERAGE <br />BFE - BASE FLOOD ELEVATION <br />BM -BEAM <br />BLK -BLOCK <br />BLDG - BUILDING <br />BRD -BOARD <br />BRG - BEARING <br />BTM -BOTTOM <br />BUC - BUILT UP COLUMN <br />CAB - CABINET <br />CD - CONSTRUCTION DOCUMENTS <br />CLG - CEILING <br />CLG HT - CEILING HEIGHT <br />CEMT - CEMENTITIOUS <br />CL - CENTERLINE <br />COL -COLUMN <br />CONIC -CONCRETE <br />CMU - CONCRETE MASONRY UNIT <br />CONST - CONSTRUCT OR CONSTRUCTION <br />CONT - CONTINUOUS OR CONTINUES <br />CTR -CENTER <br />CJ - CONTROL JOINT <br />DP - DEEP OR DEPTH <br />DTL - DETAIL <br />DIA - DIAMETER <br />DIM - DIMENSION <br />DISCON - DISCONNECT <br />DW - DISHWASHER <br />DR -DOOR <br />DBL -DOUBLE <br />DWG - DRAWING <br />EA -EACH <br />ELEC - ELECTRICAL <br />ELEV -ELEVATOR <br />EQ -EQUAL <br />EQUP - EQUIPMENT <br />EXP JT - EXPANSION JOINT <br />EXT - EXTERIOR <br />FIN FLR - FINISHED FLOOR <br />FIN - FIN <br />EW - EACH WAY <br />FIG - FIXED GLASS <br />FD - FLOOR DRAIN <br />FE - FIRE EXTINGUISHER <br />FLR - FLOOR <br />FLOUR -FLUORESCENT <br />FTG - FOOTING <br />FR DR - FRENCH DOOR <br />GALV - GALVANIZED <br />GA -GAUGE <br />GB - GRAB BAR <br />GFI / GFCI- GROUND FAULT CIRCUIT INTERRUPTOR <br />GLS -GLASS <br />GWB - GYPSUM WALL BOARD <br />GYPBRD - GYPSUM BOARD <br />HD -HEAD <br />HVAC - HEATING, VENTILATING, AIR CONDITIONING <br />HT - HEIGHT <br />HB - HOSE BIB <br />HC - HANDICAP <br />INSUL - INSULATION <br />INT - INTERIOR <br />LVL - LAMINATED VENEER LUMBER <br />LT - LAUNDRY TUB <br />LGT - LIGHT <br />MAX - MAXIMUM <br />MATL - MATERIAL <br />MFR -MANUFACTURER <br />MECH - MECHANICAL <br />MTL -METAL <br />MC - MEDICINE CABINET <br />MIN - MINIMUM <br />MLDG - MOULDING <br />MNT - MOUNT OR MOUNTING <br />MO <br />- MASONRY OPENING <br />MUNT <br />- MUNTINS <br /># <br />-NUMBER <br />OC <br />- ON CENTER <br />OGD <br />- OVERHEAD GARAGE DOOR <br />OPNG <br />- OPENING <br />OPP <br />- OPPOSITE <br />OPT <br />- OPTIONAL <br />OH <br />- OVER HANG <br />OH CABS- OVERHEAD CABS <br />PNT <br />- PAINT FINISH <br />PTD <br />- PAINTED <br />PED <br />-PEDESTAL <br />PERF <br />-PERFORATED <br />PLT <br />-PLATE <br />PLYWD <br />- PLYWOOD <br />PKT <br />-POCKET <br />LB <br />-POUND <br />PSF <br />- POUNDS PER SQUARE FOOT <br />PSI <br />- POUNDS PER SQUARE <br />PT <br />- PRESSURE TREATED <br />PB <br />- PUSH BUTTON <br />REF <br />- REFRIGERATOR <br />RECP <br />-RECEPTACLE <br />REINF <br />- REINFORCING <br />REQD <br />- REQUIRED <br />R/A <br />- RETURN AIR <br />RO <br />- ROUGH OPENING <br />RS <br />- ROUGH SAWN <br />SC <br />- SOLID CORE <br />SCP <br />-SCUPPER <br />SCRN <br />-SCREEN <br />SIM <br />- SIMILAR <br />SHLVS <br />-SHELVES <br />S/R <br />- SHELF & ROD <br />SH <br />- SINGLE HUNG WINDOW <br />SGD <br />- SLIDING GLASS DOOR <br />SPECS <br />- SPECIFICATIONS <br />SQ FT <br />- SQUARE FEET <br />SQIN <br />-SQUARE INCH <br />STD <br />-STANDARD <br />STL <br />-STEEL <br />STRUCT <br />-STRUCTURAL <br />TEMP <br />-TEMPERED <br />THK <br />- THICK OR THICKNESS <br />TB <br />- TOWEL BAR <br />TOC <br />- TOP OF CONCRETE <br />TOM <br />- TOP OF MASONRY <br />TOP <br />- TOP OF PLATE <br />TP <br />- TOILET PAPER HOLDER <br />TYP <br />- TYPICAL <br />LINO <br />- UNLESS NOTED OTHERWISE <br />VAC <br />-VACUUM <br />VAL <br />-VALANCE <br />VERT <br />- VERTICAL <br />VIF <br />- VERIFY IN FIELD <br />VTR <br />- VENT THROUGH ROOF <br />V <br />-VOLT <br />WC <br />- WATER CLOSET <br />WH <br />- WATER HEATER <br />WL <br />- WIND LOAD <br />WP <br />-WEATHERPROOF <br />WWM <br />- WELDED WIRE MESH <br />W <br />- WIDE OR WIDTH <br />WDW <br />- WINDOW <br />W/ <br />- WITH <br />WD <br />- WOOD <br />I SYMBOL LEGEND: II <br />El I = STAIR CALL OUT <br />= <br />FOOTING CALL OUT - <br />SEE FOOTING <br />SCHEDULE <br />= <br />KEYNOTE CALL OUT <br />PRE -CAST LINTEL CALL <br />�q = OUT - SEE LENTEL <br />SCHEDULE <br />LG-2 LEDGER CALL OUT - SEE <br />LEDGER SCHEDULE <br />HEIGHT OF <br />STEP DOWN <br />STEP DOWN <br />CALLOUT <br />ARROW SHOWS <br />DIRECTION OF VIEW <br />4 1 ELEV NUMBER <br />A9 <br />SHEET NUMBER <br />EXTERIOR <br />ELEVATION MARKER <br />1 <---ELEV NUMBER <br />4 A15 2 SHEET NUMBER <br />r---ARROW SHOWS <br />3 DIRECTION OF VIEW <br />MULTI VIEW INTERIOR <br />ELEVATION MARKER <br />SHEET NUMBER <br />l INT ELEV NUMBER <br />ARROW SHOWS <br />DIRECTION OF VIEW <br />INTERIOR ELEVATION <br />MARKER <br />ARROW SHOWS <br />DIRECTION OF CUT <br />1 <br />Al <br />SECTION NUMBER <br />SHEET NUMBER <br />LOCATION OF CUT <br />SECTION <br />MARKER <br />GENERAL NOTES <br />THE FOLLOWING TECHINCAL CODES SHALL APPLY: <br />2020 FLORIDA BUILDING CODE RESIDENTIAL, PLUMBING, MECHANICAL, FUEL GAS, <br />ENERGY EFFICIENCY, ACCESSIBILITY, AND NFPA 70 NATIONAL ELECTRICAL CODES 2017 <br />2020 FBC PLUMBING RESIDENTIAL SECTION 604 <br />1. TANK TYPE WATER CLOSET VOLUME <br />1.6 GALLONS <br />2. WATER -FLOW RATE. <br />PUBLIC FACILITIES LAV 0.5 G.P.M. <br />PRIVATE FACILITIES LAV 2.2 G.P.M. <br />SHOWER HEADS 2.5 G.P.M. <br />3. ALL PLUMBING WATER LINES <br />TO BE CPVC <br />VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO <br />JOBSITE CONDITIONS <br />THE FOLLOWING SHALL COMPLY WITH THE 2020 FBC <br />RESIDENTIAL CODE <br />Q PORCHES AND BALCONIES <br />CHAP. 3 <br />HANDRAILS - CHAP. 3 <br />El GUARDRAILS - CHAP. 3 <br />Q STAIRS - CHAP. 3 <br />0 CHIMNEY & FIREPLACE <br />CHAP. 10 <br />Q EGRESS WINDOWS <br />CHAP. 3 <br />5. ALL OPENINGS SHALL COMPLY WITH 2O20 FBC RESIDENTIAL WIND LOADS AS STATED <br />BELOW. ATTACHMENTS OF WINDOWS, DOORS, SLIDING GLASS DOORS AND O.H. <br />GARAGE DOORS ARE TO DELEGATED THE MANUFACTURER OF THESE ITEMS. THE <br />MANUFACTURER OF THESE ITEMS SHALL SUBMIT ATTACHMENTS FOR SITE <br />INSTALLATION. <br />SEE ATTACHED SPECIFICATION SHEETS FOR MANUFACTURERS DESIGN CRITERIA AND <br />INSTALLATION METHODS FOR WINDOWS, DOORS, SLIDING GLASS DOORS, OVERHEAD <br />GARAGE DOORS, AND ROOFING. <br />6. ALL DOORS INTERIOR & EXTERIOR ARE 6'-8" UNLESS OTHERWISE NOTED ALL SHOWER <br />ENCLOSURES TO BE TEMPERED GLASS <br />7. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18" OF FLR <br />TO BE TEMPERED GLASS. (SECTION R308) <br />DIMENSIONING: <br />A. DIMENSIONS INDICATED ARE TO: <br />A.1. CMU WALL: OUTSIDE FACE OF WALL <br />A.2. INTERIOR FRAMED WALLS: PLAN WEST (OR PLAN NORTH) FROM FACE OF <br />CORE -STUD <br />A.2.1. DIMENSIONS ARE NOT FROM ELEMENTS ATTACHED TO CORE STUD - I.E. <br />FURRING\ <br />A.3. EXTERIOR FRAMED WALLS: TO OUTSIDE FACE OF STRUCTURAL <br />CORE -STUD <br />A.4. WINDOW OPENINGS: <br />A.4.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING <br />A.4.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING <br />A.5. DOOR OPENINGS: <br />A.5.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING <br />A.5.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING <br />A.5.3. INTERIOR FRAMED WALLS: ADJACENT TO SIDE WALL: 5" RETURN <br />MEASURED FROM THE FINISH FACE OF ADJACENT WALL TO INTERIOR <br />FACE OF DOOR FRAME <br />A.5.4. INTERIOR FRAMED WALLS: AWAY FROM SIDE WALLS: DIMENSIONED TO <br />CENTER OF DOOR <br />A.6. SPECIAL AND CODE REQUIRED CLEARANCES - AS INDICATED ON PLANS OR <br />FINISH SURFACE TO FINISH SURFACE <br />A.6.1. EXAMPLE: 3'-0" CLEAR INSIDE FINISH FOR ADA TRANSFER SHOWER <br />B. ALIGNMENT OF WALLS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, <br />TRUE AND PLUMB. <br />C. THE PRIORITY FOR PROJECT DIMENSIONS SHALL BE IN THE FOLLOWING <br />ORDER: <br />C.1. CODE MINIMUM - MAXIMUM DIMENSIONS AND CLEARANCES <br />C.2. LOAD BEARING CONCRETE MASONRY UNIT WALLS <br />C.3. FRAMED WALLS EXTERIOR <br />CA. FRAMED WALLS INTERIOR <br />C.5. DOORS AND WINDOWS <br />D. FLOOR ELEVATIONS ARE INDICATED TO THE FACE OF THE STRUCTURAL SLAB - <br />UNLESS OTHERWISE NOTED <br />E. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO THE <br />FACE OF MATERIAL AT THE DIMENSION POINT - UNLESS OTHERWISE NOTED <br />F. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF <br />THE STRUCTURAL MATERIAL ABOVE AS SCHEDULED <br />G. DIMENSIONS SHOWN ON THE DRAWINGS SHALL INDICATE THE REQUIRED SIZE, <br />CLEARANCE AND DIMENSIONAL RELATIONSHIP BETWEEN PROJECT SYSTEMS <br />AND COMPONENTS - DIMENSIONS SHALL NOT BE DETERMINED BY SCALING <br />THE DRAWINGS. <br />L E N F++J A Raw <br />LENNAR TAMPA DIVSION <br />4600 W CYPRESS ST, SUITE 200 <br />TAM PA, FL 33607 <br />813.574.5700 <br />1871 ATLANTA <br />VERSION CHANGES <br />VERSION <br />DESCRIPTION OF CHANGES <br />1.1 <br />CLIENT COMMENTS - ADDED LED LIGHT TO FOYER CEILING <br />2.0 <br />FLORIDA BUILDING CODE 6TH EDITION (2017) UPDATE <br />3.0 <br />ADDED OFF RIDGE VENT FOR ROOF VENTILATION <br />4.0 <br />PLAN REVISIONS <br />5.0 <br />PERMIT COMMENT REVISION <br />6.0 <br />TYPICAL TRUSS CONNECTOR REVISION <br />7.0 <br />FLORIDA BUILDING CODE 7TH EDITION (2020) UPDATE <br />8.0 <br />ADDING K, L, M ELEVATIONS <br />INDEX OF DRAWINGS <br />SHT NO: <br />TITLE <br />CS <br />COVER SHEET <br />Al <br />FOUNDATION PLAN <br />A2 <br />1 ST AND 2ND FLOOR PLAN <br />A3 <br />DETAILS <br />A4 <br />2ND FLOOR - ROOF FRAMING PLAN <br />A5 <br />EXTERIOR ELEVATIONS & ROOF PLAN <br />A6 <br />1ST & 2ND FLOOR ELECTRICAL PLAN <br />A7 <br />INTERIOR ELEVATIONS <br />SNO <br />STRUCTURAL NOTES <br />SN1 <br />STRUCTURAL NOTES <br />S3M/S <br />FOUNDATION DETAILS <br />S4 <br />FRAME WALL DETAILS <br />S5 <br />ROOF FRAMING DETAILS <br />S6M/S <br />WALL SECTION DETAILS <br />SS <br />RETRO FIT DETAILS <br />ST <br />STAIR DETAILS <br />S11 <br />PRECAST DETAILS <br />S12 <br />PRECAST DETAILS <br />PA1.0 <br />PRODUCT APPROVAL INFO <br />PA1.1 <br />PRODUCT APPROVAL INFO <br />PA1.2 <br />PRODUCT APPROVAL INFO <br />PA1.3 <br />PRODUCT APPROVAL INFO <br />SH 1.0 <br />HURRICANE SHUTTERS <br />SH 1.1 <br />HURRICANE SHUTTERS <br />SH 1.2 <br />HURRICANE SHUTTERS <br />SH 1.3 <br />HURRICANE SHUTTERS <br />SH 1.4 <br />HURRICANE SHUTTERS <br />SH 1.5 <br />HURRICANE SHUTTERS <br />WP1.0 <br />WATERPROOFING DETAILS <br />RE CEIVED <br />,OCT„ 17 202Z <br />,.aF F1,0 <br />�X.;:�` <br />_ o , j , - J Dpy'4 ` <br />Am i 80 ,'ti <br />�S ca <br />0 L i <br />E <br />^N <br />W L <br />�M <br />o <br />�c"-C <br />5 <br />} <br />V) V <br />{ <br />�- ` <br />O <br />C: MINE_O <br />_� <br />US <br />0,0 <br />r <br />U c O <br />m <br />< <br />U) V <br />w Q- <br />W L <br />co Ec <br />� <br />a <br />AUG�� <br />V <br />VIRTUAL REV.E ASS13 <br />Virtual ReviP! ,, A,, ' <br />Plans Review ccir> _ �d <br />for compliance with <br />Edition by Debra Anne Klahr PX2")'UO <br />NOTICE TO BUILDER & ALL SUBCONTRACTORS <br />IT IS THE INTENT OF DESIGN PROFESSIONAL LISTED IN THE TITLE <br />BLOCK THAT THESE DOCUMENTS ARE ACCURATE, PROVIDING <br />LICENSED PROFESSIONALS CLEAR INFORMATION. EVERY ATTEMPT <br />HAS BEEN MADE TO PREVENT ERRORS: THE BUILDER AND ALL <br />SUBCONTRACTORS ARE REQUIRED TO REVIEW ALL THE <br />INFORMATION CONTAINED IN THESE DOCUMENTS, PRIOR TO THE <br />COMMENCEMENT OF ANY WORK. THE DESIGN PROFESSIONAL ARE <br />NOT RESPONSIBLE FOR ANY PLAN ERRORS, OMISSIONS,OR <br />MISINTERPRETATIONS UNDETECTED AND NOT REPORTED TO THE <br />DESIGN PROFESSIONAL PRIOR TO CONSTRUCTION. ALL <br />CONSTRUCTION MUST BE IN ACCORDANCE TO THE INFORMATION <br />FOUND IN THESE DOCUMENTS. ANY QUESTIONS REGARDING THE <br />INFORMATION FOUND IN THESE PLANS SHOULD BE DIRECTED TO THE <br />DESIGN PROFESSIONAL LISTED IN THIS TITLE PAGE. NO BACK <br />CHARGES WILL BE CONSIDERED FOR REIMBURSEMENT BY THE <br />DESIGN PROFESSIONAL WITHOUT ADVANCED NOTIFICATION AND <br />APPROVAL BY THE DESIGN PROFESSIONAL. <br />Q W DF-uJi WOE <br />W~�vx <br />zWWw¢¢(1) X:) 0WZtLU0O- <br />Q U :OR'COOMO0I-z Q <br />F_ H 0 0w9o'tR00mZ <br />cww5zW55W=00jaOvw¢�1 <br />U) 0a _zx0z OWa w0Z¢o<LL w _ ¢a <br />Ow E5 =OQ <br />O Q0� <br />ILL <br />CV <br />1 <br />1 cr <br />M <br />W U) <br />O4-0 <br />a O <br />L0 -0 <br />T. 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