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40009 Harmon Grove Ct
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40009 Harmon Grove Ct
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Last modified
3/21/2025 9:23:54 AM
Creation date
2/19/2025 10:26:49 AM
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Building Plans
Street #
40009
Location
Harmon Grove Ct
Contractor
Lennar Homes
Building Plans - Permit #
2180
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ai. <br />ORe <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 />CONC -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 />FG - FIXED GLASS <br />FD - FLOOR DRAIN <br />FE - FIRE EXINGUISHER <br />FLR - FLOOR <br />FLOUR -FLUORESCENT <br />FTG - FOOTING <br />FR DR - FRENCH DOOR <br />SYMBOL LEGEND: <br />❑A = STAIR CALL OUT <br />FOOTING CALL OUT - <br />OA = SEE FOOTING <br />SCHEDULE <br />O= KEYNOTE CALL OUT <br />O _ PRE -CAST LINTEL CALL <br />q OUT - SEE LENTEL <br />SCHEDULE <br />LG-2 LEDGER CALL OUT - SEE <br />LEDGER SCHEDULE <br />GALV - GALVANIZED <br />GA <br />-GAUGE <br />GB <br />- GRAB BAR <br />GFI / GFCI- <br />GROUND FAULT CIRCUIT <br />INTERRUPTOR <br />GLS <br />-GLASS <br />GWB <br />- GYPSUM WALL BOARD <br />GYPBRD <br />-GYPSUM BOARD <br />HD <br />-HEAD <br />HVAC <br />- HEATING, VENTILATING, AIR <br />CONDITIONING <br />HT <br />- HEIGHT <br />HB <br />- HOSE BIB <br />HC <br />- HANDICAP <br />INSUL <br />- INSULATION <br />INT <br />- INTERIOR <br />LVL <br />- LAMINATED VENEER LUMBER <br />LT <br />- LAUNDRY TUB <br />LGT <br />- LIGHT <br />MAX <br />- MAXIMUM <br />MATL <br />- MATERIAL <br />MFR <br />-MANUFACTURER <br />MECH <br />- MECHANICAL <br />MTL <br />- METAL <br />MC <br />- MEDICINE CABINET <br />MIN <br />- MINIMUM <br />MLDG <br />- MOULDING <br />MNT <br />- 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 />HEIGHT OF <br />STEP DOWN <br />STEP DOWN <br />CALLOUT <br />ARROW SHOWS <br />DIRECTION OF VIEW <br />1 ELEV NUMBER <br />A9 <br />SHEET NUMBER <br />EXTERIOR <br />ELEVATION MARKER <br />1 < —ELEV NUMBER <br />4 A15 2 SHEET NUMBER <br />ARROW SHOWS <br />3 DIRECTION OF VIEW <br />MULTI VIEW INTERIOR <br />ELEVATION MARKER <br />GENERAL NOTES <br />VERSION CHANGES <br />INDEX OF DRAWINGS <br />RO - ROUGH OPENING <br />THE FOLLOWING TECHINCAL CODES SHALL APPLY: <br />VERSION <br />DESCRIPTION OF CHANGES <br />SHT NO: <br />TITLE <br />1.1 <br />CLIENT COMMENTS - ADDED LED LIGHT TO FOYER CEILING <br />A <br />COVER SHEET <br />RS - ROUGH SAWN <br />SC - SOLID CORE <br />2020 FLORIDA BUILDING CODE RESIDENTIAL, PLUMBING, MECHANICAL, FUEL GAS, <br />Al <br />FOUNDATION PLAN <br />SCP -SCUPPER <br />ENERGY EFFICIENCY, ACCESSIBILITY, AND NFPA 70 NATIONAL ELECTRICAL CODES 2017 <br />2.0 <br />FLORIDA BUILDING CODE 6TH EDITION (2017) UPDATE <br />SCRN -SCREEN <br />A2 <br />1 STAND 2ND FLOOR PLAN <br />SIM - SIMILAR <br />2020 FBC PLUMBING RESIDENTIAL SECTION 604 <br />3.0 <br />ADDED OFF RIDGE VENT FOR ROOF VENTILATION <br />A3 <br />DETAILS <br />4.0 <br />PLAN REVISIONS <br />SHLVS -SHELVES <br />1. TANK TYPE WATER CLOSET VOLUME <br />A4 <br />2ND FLOOR - ROOF FRAMING PLAN <br />S- SHELF & ROD <br />SHH -SINGLE HUNG WINDOW <br />1.6 GALLONS <br />A5 <br />EXTERIOR ELEVATIONS & ROOF PLAN <br />5.0 <br />PERMIT COMMENT REVISION <br />SGD - SLIDING GLASS DOOR <br />A6 <br />1ST & 2ND FLOOR ELECTRICAL PLAN <br />6.0 <br />TYPICAL TRUSS CONNECTOR REVISION <br />SPECS - SPECIFICATIONS <br />2. WATER - FLOW RATE. <br />A7 <br />INTERIOR ELEVATIONS <br />SQ FT - SQUARE FEET <br />SQ IN - SQUARE INCH <br />PUBLIC FACILITIES LAV 0.5 G.P.M. <br />PRIVATE FACILITIES LAV 2.2 G.P.M. <br />SNO <br />STRUCTURAL NOTES <br />7.0 <br />FLORIDA BUILDING CODE 7TH EDITION (2020) UPDATE <br />STD -STANDARD <br />SHOWER HEADS 2.5 G.P.M. <br />SN1 <br />STRUCTURAL NOTES <br />STL -STEEL <br />S3M/S <br />FOUNDATION DETAILS <br />STRUCT - STRUCURAL <br />3. ALL PLUMBING WATER LINES <br />S4 <br />FRAME WALL DETAILS <br />TEMP -TEMPERED <br />RE <br />TO BE CPVC <br />S5 <br />ROOF FRAMING DETAILS <br />THK - THICK THICKNESS <br />S6M/S <br />WALL SECTION DETAILS <br />B - TOWEL BAR <br />T- TOP EL CONCRETE <br />TB <br />VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO <br />SS <br />RETRO FIT DETAILS <br />TOM - TOP OF MASONARY <br />JOBSITE CONDITIONS <br />ST <br />STAIR DETAILS <br />TOP - TOP OF PLATE <br />TP - TOILET PAPER HOLDER <br />THE FOLLOWING SHALL COMPLY WITH THE 2020 FBC <br />S11 <br />PRECAST DETAILS <br />TYP -TYPICAL <br />RESIDENTIAL CODE <br />S12 <br />PRECAST DETAILS <br />UNO - UNLESS NOTED OTHERWISE <br />PA1.0 <br />PRODUCT APPROVAL INFO <br />VAC -VACUUM <br />❑ PORCHES AND BALCONIES <br />PA1.1 <br />PRODUCT APPROVAL INFO <br />VAL -VALANCE <br />CHAP. 3 <br />PA1.2 <br />PRODUCT APPROVAL INFO <br />VERT -VERTICAL <br />VIF -VERIFY IN FIELD <br />[:1HANDRAILS - CHAP. 3 <br />SH 1.0 <br />HURRICANE SHUTTERS <br />VTR - VENT THROUGH ROOF <br />SH 1.1 <br />HURRICANE SHUTTERS <br />V -VOLT <br />❑ GUARDRAILS - CHAP. 3 <br />SH .2 <br />HURRICANE SHUTTERS <br />WC - WATER CLOSET <br />SH 1.3 <br />HURRICANE SHUTTERS <br />WH -WATER HEATER <br />❑STAIRS - CHAP. 3 <br />SH 1.4 <br />HURRICANE SHUTTERS <br />WL -WIND LOAD <br />WP -WEATHERPROOF <br />SH 1.5 <br />HURRICANE SHUTTERS <br />WWM - WELDED WIRE MESH <br />❑ CHIMNEY & FIREPLACE <br />WP1.0 <br />WATERPROOFING DETAILS <br />W -WIDE OR WIDTH <br />CHAP. 10 <br />WDW - WINDOW <br />W/ - WITH <br />❑ EGRESS WINDOWS <br />WD - WOOD <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 />A13<- ---SHEET NUMBER <br />1 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 />A11 SECTION NUMBER <br />SHEET NUMBER <br />LOCATION OF CUT <br />SECTION <br />MARKER <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: T-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 N NARom <br />LENNAR TAMPA DIVSION <br />4600 W CYPRESS ST, SUITE 200 <br />TAM PA, FL 33607 <br />813.574.5700 <br />1871 ATLANTA <br />NOTICE TO BUIDER & ALL SUBCONTRACTORS' <br />IT IS THE INTENT OF DESIGN PROFESSIONAL LISTED IN THE <br />TITLEBLOCK 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 <br />THE DESIGN PROFESSIONAL LISTED IN THIS TITLE PAGE. NO <br />BACKCHARGES WILL BE CONSIDERED FOR REIMBURSEMENT BY THE <br />DESIGN PROFESSIONAL WITHOUT ADVANCED NOTIFICATION AND <br />APPROVAL BY THE DESIGN PROFESSIONAL. <br />N <br />0 <br />N <br />N <br />v <br />cn <br />Lo <br />P <br />4 . <br />�����, <br />�r a : <br />o ( ', <br />Q <br />rw : <br />z <br />of <br />0 <br />z <br />Q <br />W <br />L C 0 �^' U <br />co <br />V) <br />vi <br />V �_ M <br />E t o <br />O 0 2 o <br />�s <br />} <br />Ups �< <br />L Lu <br />0 Ec m <br />W <br />o FI-) a " <br />Lu <br />W LLI <br />L v- wOH <br />w H ui Q x 2 J M�~ z M z <br />R:D 0Qir¢LLVo0-1O <br />J <br />a Q V <br />H <br />< C3 x z LL 0 z 2 O O ¢ a <br />cyinm�oLL oomZ z <br />C1Lu <br />0 o <br />Z <br />JOOLLW0oa <br />�zYZzpVCL <br />wQ W¢2 <br />�LL <br />oQ o 0 z Q0¢ L¢ <br />LL <br />�LL <br />■ <br />O <br />O <br />N <br />OW <br />� = O <br />0 `M O <br />Q Lf) <br />J <br />LL <br />uj Lq <br />a d ro <br />O <br />Z F__m <br />W <br />W <br />J� <br />CV <br />CO <br />M <br />M <br />O <br />O <br />O <br />T <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />6 <br />N <br />6 <br />O <br />O <br />e- <br />O <br />00 <br />(V <br />A <br />O <br />CV <br />4 <br />O <br />r <br />O <br />6 <br />O <br />O <br />O <br />e- <br />O <br />N <br />O <br />O <br />' <br />0 <br />I` <br />N <br />> <br />O <br />c-i <br />O <br />M <br />O <br />V <br />O <br />LO <br />O <br />CD <br />O <br />rl- <br />L1 <br />Z Z <br />-z O <br />� W <br />� <br />N <br />Uo�o <br />to <br />~xwm <br />. _ <br />Z <br />Z <br />W F- <br />w �_ <br />_ <br />~m0Z <br />z � w <br />Q <br />>-wm <br />5. <br />� Z� <br />TI <br />Q� <br />Z Z U. <br />Oa>- <br />Q 00 <br />w <br />�zz <br />■ <br />Z r1 <br />=Q0 <br />~ U <br />Z <br />V <br />O <br />a <br />W <br />� <br />z <br />z <br />z <br />w <br />w <br />N <br />o <br />T_ <br />N <br />LAST PLOT DATE <br />O <br />Apr. 27, 21 <br />. <br />O <br />COVER SHEET <br />j <br />
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