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6656 Back Forty Lp
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Last modified
3/24/2025 4:20:47 PM
Creation date
2/19/2025 8:33:52 AM
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Building Plans
Street #
6656
Location
Back Forty Lp
Contractor
Lennar
Building Plans - Permit #
Unknown
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ABBREVIATIONS <br />GENERAL NOTES <br />VERSION CHANGES <br />INDEX OF DRAWINGS <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 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- <br />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 />UNO <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 />SYMBOL LEGEND: I <br />= <br />STAIR CALL OUT <br />FOOTING CALL OUT - <br />C = <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 />?mqw�, o 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 />----ELEV NUMBER <br />4 A15 SHEET NUMBER <br />4�---ARROW SHOWS <br />3 DIRECTION OF VIEW <br />MULTI VIEW INTERIOR <br />ELEVATION MARKER <br />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 />Al <br />SECTION NUMBER <br />SHEET NUMBER <br />LOCATION OF CUT <br />SECTION <br />MARKER <br />THE FOLLOWING TECHNICAL 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 RESIDENTIAL <br />CODE <br />PORCHES AND BALCONIES <br />CHAP. 3 <br />Q HANDRAILS - CHAP. 3 <br />Q GUARDRAILS - CHAP. 3 <br />Q STAIRS - CHAP. 3 <br />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 <br />AND INSTALLATION METHODS FOR WINDOWS, DOORS, SLIDING GLASS DOORS, <br />OVERHEAD GARAGE DOORS, AND ROOFING. <br />6. ALL DOORS INTERIOR & EXTERIOR ARE 6'-8" UNLESS OTHERWISE NOTED ALL <br />SHOWER 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 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 MEASURED <br />FROM THE FINISH FACE OF ADJACENT WALL TO INTERIOR FACE OF DOOR <br />FRAME <br />A.5.4. INTERIOR FRAMED WALLS: AWAY FROM SIDE WALLS: DIMENSIONED TO CENTER <br />OF DOOR <br />A.6. SPECIAL AND CODE REQUIRED CLEARANCES - AS INDICATED ON PLANS OR FINISH <br />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, TRUE AND <br />PLUMB. <br />C. THE PRIORITY FOR PROJECT DIMENSIONS SHALL BE IN THE FOLLOWING 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 FACE <br />OF MATERIAL AT THE DIMENSION POINT - UNLESS OTHERWISE NOTED <br />F. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF THE <br />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 AND <br />COMPONENTS - DIMENSIONS SHALL NOT BE DETERMINED BY SCALING THE <br />DRAWINGS. <br />LE N NARM <br />LENNAR TAMPA DIVISION <br />4600 W CYPRESS ST, SUITE 200 <br />TAM PA, FL 33607 <br />813.574.5700 <br />2551 <br />VERSION <br />DESCRIPTION OF CHANGES <br />1.0 <br />PLAN REVISIONS <br />2.0 <br />PLAN REVISIONS <br />3.0 <br />TRUSS CONNECTOR REVISION <br />4.0 <br />FLORIDA BUILDING CODE 7TH EDITION (2020) UPDATE <br />5.0 <br />ADDING K, L & M ELEVATIONS <br />6.0 <br />ADDED SHEETS WP2.0 AND WP2.1 TO SHEET INDEX <br />SHT NO: <br />TITLE <br />CS <br />COVER SHEET <br />Al <br />FOUNDATION PLAN <br />A2 <br />1 ST AND 2ND FLOOR PLAN A <br />A3 <br />STAIR DETAILS <br />A4 <br />FRAMING PLANS A <br />A5 <br />EXTERIOR ELEVATIONS & ROOF PLAN <br />A6.1 <br />1ST FLOOR ELECTRICAL PLAN <br />A6.2 <br />2ND FLOOR ELECTRICAL PLAN <br />SNO <br />STRUCTURAL NOTES <br />SN1 <br />STRUCTURAL NOTES <br />S3 <br />FOUNDATION DETAILS <br />S4 <br />FRAME WALL DETAILS <br />S5 <br />STRUCTURAL DETAILS <br />S6 <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 />PA 1.0 <br />PRODUCT APPROVAL <br />PA 1.1 <br />PRODUCT APPROVAL <br />PA 1.2 <br />PRODUCT APPROVAL <br />PA 1.3 <br />PRODUCT APPROVAL <br />PA 1.4 <br />PRODUCT APPROVAL <br />PA 1.5 <br />PRODUCT APPROVAL <br />SH 1.0 <br />HURRICANE SHUTTERS <br />SH 1.1 <br />HURRICANE SHUTTERS <br />S► <br />SH 1.2 <br />HURRICANE SHUTTERS <br />� <br />SH 1.3 <br />HURRICANE SHUTTERS <br />SH 1.4 <br />HURRICANE SHUTTERS <br />-` <br />SH 1.5 <br />HURRICANE SHUTTERS <br />r <br />WP 1.0 <br />WATERPROOFING DETAILS <br />v <br />WP 2.0 <br />WATERPROOFING DETAILS <br />WP 2.1 <br />WATERPROOFING DETAILS <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 />00 <br />Ln <br />W <br />a <br />0 <br />, <br />3: <br />w <br />0 <br />co <br />o' M <br />N r <br />UP <br />A�E <br />-C <br />t co <br />rT, <br />0LL8 <br />oQ <br />• N <br />w i7 : <br />Z <br />LcO <br />E� <br />C) ^' <br />c <br />CO <br />n <br />W w <br />0 �- <br />ULI W H~ w J wI�-zs <br />C� U �°- Jrno3cr c",o'�o <br />I- 0 z LL LL O z g 0 0~. 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May 8, 2023 <br />z 4-0 <br />J I COVER SHEET <br />
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