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39926 Harman Grove Ct
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39926 Harman Grove Ct
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Last modified
3/3/2025 9:35:26 PM
Creation date
2/19/2025 8:18:34 AM
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Building Plans
Street #
39926
Location
Harmon Grove Ct
Contractor
Lennar Home
Building Plans - Permit #
2030
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ALL <br />Coo WORK $H'O 4. <br />Y j�j ', p » :.. °9 <br />ft <br />OR �N'ANC S'+ <br />REVIEW QAT <br />CITY OF ZEPHYR <br />PLAN EXAMINER <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 />BRIG - 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 />I SYMBOL LEGEND: <br />= STAIR CALL OUT <br />FOOTING CALL OUT - <br />C = SEE FOOTING <br />SCHEDULE <br />0 = KEYNOTE CALL OUT <br />PRE -CAST LINTEL CALL <br />= 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 />mm- 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 <a�ARROWSHOWS <br />2 SHEET NUMBER <br />3 <br />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 />2.0 <br />FLORIDA BUILDING CODE 6TH EDITION (2017) UPDATE <br />SCP -SCUPPER <br />ENERGY EFFICIENCY, ACCESSIBILITY, AND NFPA 70 NATIONAL ELECTRICAL CODES 2017 <br />Al <br />FOUNDATION PLAN <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/R - SHELF & ROD <br />SH - 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 />TO BE CPVC <br />S5 <br />ROOF FRAMING DETAILS <br />THK - THICK OR THICKNESS <br />S6M/S <br />WALL SECTION DETAILS <br />B - TOWEL BAR <br />TB <br />T- TOP EL CONCRETE <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 />LINO - UNLESS NOTED OTHERWISE <br />PA1.0 <br />PRODUCT APPROVAL INFO <br />VAC -VACUUM <br />Q 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 />Q HANDRAILS - 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 />Q GUARDRAILS - CHAP. 3 <br />SH 1.2 <br />HURRICANE SHUTTERS <br />WC - WATER CLOSET <br />SH 1.3 <br />HURRICANE SHUTTERS <br />WH - WATER HEATER <br />WL - WIND LOAD <br />Q STAIRS - CHAP. 3 <br />SH 1.4 <br />HURRICANE SHUTTERS <br />WP - WEATHERPROOF <br />SH 1.5 <br />HURRICANE SHUTTERS <br />WWM - WELDED WIRE MESH <br />Q CHIMNEY & FIREPLACE <br />WP1.0 <br />WATERPROOFING DETAILS <br />W - WIDE OR WIDTH <br />CHAP. 10 <br />WDW - WINDOW <br />W/ - WITH <br />Q 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 />SHEET NUMBER <br />1 <br />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 />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 />N NAROW <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 SUBCONTRACTORSI <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 />to <br />v <br />Lo <br />0 <br />0 <br />Lo <br />ui <br />0x <br />o <br />1 <br />`,v <br />w <br />a h z <br />Q <br />F <br />/I, W > O 0 <br />W\ L 'O r? u <br />o. <br />Vi V u M <br />- o <br />0 u o <br />OMINE — mg m Q <br />U�� <br />._t <br />nLn U w �N C <br />0 s= Co <br />V V <br />w <br />LLJ w <br />w <br />w♦LQ Q:. 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