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6413 Back Forty Lp
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Last modified
3/5/2025 10:47:54 AM
Creation date
2/18/2025 4:34:45 PM
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Building Plans
Street #
6413
Location
Back Forty Lp
Contractor
Lennar
Building Plans - Permit #
Unknown
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ABBREVIATIONS <br />ABV <br />- ABOVE <br />MLDG <br />- MOULDING <br />AFF <br />- ABOVE FINISH FLOOR <br />MNT <br />- MOUNT OR MOUNTING <br />AHU <br />- AIR HANDLER UNIT <br />MO <br />- MASONRY OPENING <br />A/C <br />- AIR CONDITIONING <br />MUNT <br />- MUNTINS <br />ALUM <br />- ALUMINUM <br /># <br />-NUMBER <br />AT <br />-ALUMINUM THRESHOLD <br />OC <br />- ON CENTER <br />AB <br />- ANCHOR BOLT <br />OGD <br />- OVERHEAD GARAGE DOOR <br />AVG <br />-AVERAGE <br />OPNG <br />- OPENING <br />BFE <br />- BASE FLOOD ELEVATION <br />OPP <br />- OPPOSITE <br />BM <br />-BEAM <br />OPT <br />- OPTIONAL <br />BLK <br />-BLOCK <br />OH <br />- OVER HANG <br />BLDG <br />- BUILDING <br />OH CABS- <br />OVERHEAD CABS <br />BRD <br />-BOARD <br />PNT <br />- PAINT FINISH <br />BRG <br />- BEARING <br />PTD <br />- PAINTED <br />BTM <br />-BOTTOM <br />PED <br />-PEDESTAL <br />BUC <br />- BUILT UP COLUMN <br />PERF <br />-PERFORATED <br />CAB <br />- CABINET <br />PLT <br />-PLATE <br />CD <br />- CONSTRUCTION DOCUMENTS <br />PLYWD <br />- PLYWOOD <br />CLG <br />- CEILING <br />PKT <br />-POCKET <br />CLG HT <br />- CEILING HEIGHT <br />LB <br />-POUND <br />CEMT <br />- CEMENTITIOUS <br />PSF <br />- POUNDS PER SQUARE FOOT <br />CL <br />- CENTERLINE <br />PSI <br />- POUNDS PER SQUARE <br />COL <br />-COLUMN <br />PT <br />- PRESSURE TREATED <br />CONC <br />- CONCRETE <br />PB <br />- PUSH BUTTON <br />CMU <br />- CONCRETE MASONRY UNIT <br />REF <br />- REFRIGERATOR <br />CONST <br />- CONSTRUCT OR CONSTRUCTION <br />RECP <br />-RECEPTACLE <br />CONT <br />- CONTINUOUS OR CONTINUES <br />REINF <br />- REINFORCING <br />CTR <br />-CENTER <br />REQD <br />- REQUIRED <br />CJ <br />- CONTROL JOINT <br />R/A <br />- RETURN AIR <br />DP <br />- DEEP OR DEPTH <br />RO <br />- ROUGH OPENING <br />DTL <br />- DETAIL <br />RS <br />- ROUGH SAWN <br />DIA <br />- DIAMETER <br />SC <br />- SOLID CORE <br />DIM <br />- DIMENSION <br />SCP <br />-SCUPPER <br />DISCON <br />- DISCONNECT <br />SCRN <br />-SCREEN <br />DW <br />- DISHWASHER <br />SIM <br />- SIMILAR <br />DR <br />-DOOR <br />SHLVS <br />-SHELVES <br />DBL <br />- DOUBLE <br />S/R <br />- SHELF & ROD <br />DWG <br />- DRAWING <br />SH <br />- SINGLE HUNG WINDOW <br />EA <br />-EACH <br />SGD <br />- SLIDING GLASS DOOR <br />ELEC <br />- ELECTRICAL <br />SPECS <br />- SPECIFICATIONS <br />ELEV <br />-ELEVATOR <br />SQ FT <br />- SQUARE FEET <br />EQ <br />-EQUAL <br />SQIN <br />-SQUARE INCH <br />EQUP <br />-EQUIPMENT <br />STD <br />-STANDARD <br />EXP JT <br />- EXPANSION JOINT <br />STL <br />-STEEL <br />EXT <br />-EXTERIOR <br />STRUCT <br />-STRUCTURAL <br />FIN FLR <br />- FINISHED FLOOR <br />TEMP <br />-TEMPERED <br />FIN <br />- FIN <br />THK <br />- THICK OR THICKNESS <br />EW <br />- EACH WAY <br />TB <br />- TOWEL BAR <br />FG <br />- FIXED GLASS <br />TOC <br />- TOP OF CONCRETE <br />FD <br />- FLOOR DRAIN <br />TOM <br />- TOP OF MASONRY <br />FE <br />- FIRE EXTINGUISHER <br />TOP <br />- TOP OF PLATE <br />FLR <br />- FLOOR <br />TP <br />- TOILET PAPER HOLDER <br />FLOUR <br />-FLUORESCENT <br />TYP <br />- TYPICAL <br />FTG <br />- FOOTING <br />UNO <br />- UNLESS NOTED OTHERWISE <br />FIR DR <br />- FRENCH DOOR <br />VAC <br />-VACUUM <br />GALV <br />- GALVANIZED <br />VAL <br />-VALANCE <br />GA <br />-GAUGE <br />VERT <br />- VERTICAL <br />GB <br />- GRAB BAR <br />VIF <br />- VERIFY IN FIELD <br />GFI / GFCI - GROUND FAULT CIRCUIT INTERRUPTOR <br />VTR <br />-VENT THROUGH ROOF <br />GLS <br />-GLASS <br />V <br />- VOLT <br />GWB <br />- GYPSUM WALL BOARD <br />WC <br />- WATER CLOSET <br />GYPBRD <br />- GYPSUM BOARD <br />WH <br />- WATER HEATER <br />HD <br />-HEAD <br />WL <br />-WIND LOAD <br />HVAC <br />- HEATING, VENTILATING, AIR CONDITIONING <br />WP <br />- WEATHERPROOF <br />HT <br />- HEIGHT <br />WWM <br />- WELDED WIRE MESH <br />HB <br />- HOSE BIB <br />W <br />- WIDE OR WIDTH <br />HC <br />- HANDICAP <br />WDW <br />- WINDOW <br />INSUL <br />- INSULATION <br />W/ <br />- WITH <br />INT <br />- INTERIOR <br />WD <br />-WOOD <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 />I SYMBOL LEGEND: I <br />FA = STAIR CALL OUT <br />FOOTING CALL OUT - <br />C = <br />SEE FOOTING <br />SCHEDULE <br />01 = <br />KEYNOTE CALL OUT <br />�q = <br />PRE -CAST LINTEL CALL <br />OUT - SEE LENTEL <br />SCHEDULE <br />LG-2 <br />0 <br />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 />1 ELEV NUMBER <br />11'A9SHEET NUMBER <br />EXTERIOR <br />ELEVATION MARKER <br />1F------ELEV NUMBER <br />44 <br />A15 2 SHEET NUMBER <br />3 F----ARROW SHOWS <br />DIRECTION OF VIEW <br />MULTI VIEW INTERIOR <br />ELEVATION MARKER <br />SHEET NUMBER <br />tp� <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 />GENERALNOTES <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 />Q PORCHES AND BALCONIES <br />CHAP. 3 <br />Q HANDRAILS - CHAP. 3 <br />Q GUARDRAILS - CHAP. 3 <br />Q STAIRS - CHAP. 3 <br />Q 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 <br />STATED BELOW. ATTACHMENTS OF WINDOWS, DOORS, SLIDING GLASS DOORS <br />AND O.H. GARAGE DOORS ARE TO DELEGATED THE MANUFACTURER OF THESE <br />ITEMS. THE MANUFACTURER OF THESE ITEMS SHALL SUBMIT ATTACHMENTS FOR <br />SITE 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 <br />FLR 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: T-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 />LENNAnew <br />LENNAR TAMPA DIVISION <br />4600 W CYPRESS ST, SUITE 200 <br />TAMPA, FL 33607 <br />813.574.5700 <br />2216 <br />VERSION CHANGES <br />VERSION I DESCRIPTION OF CHANGES <br />INDEX OF DRAWINGS <br />SHT NO: I TITLE <br />1.0 <br />PLAN REVISIONS <br />CS <br />COVER SHEET <br />Al <br />FOUNDATION PLAN <br />2.0 <br />TYPICAL TRUSS CONNECTOR REVISION <br />A2 <br />A3 <br />1 ST FLOOR PLAN <br />2ND FLOOR PLAN <br />3.0 <br />ELEVATION A ENTRY PORCH ROOF UPDATE <br />A4 <br />ROOF PLAN <br />4.0 <br />FLORIDA BUILDING CODE 7TH EDITION (2020) UPDATE <br />A4.1 <br />A5 <br />A6 <br />2ND FLOOR FRAMING & ROOF PLAN <br />EXTERIOR ELEVATIONS <br />1ST FLOOR ELECTRICAL PLAN <br />5.0 <br />ADDING K, L, M ELEVATIONS <br />6.0 <br />ADDED SHEETS WP2.0 AND WP2.1 TO SHEET INDEX <br />A6.1 <br />2ND FLOOR ELECTRICAL PLAN <br />SNO <br />STRUCTURALNOTES <br />SN1 <br />S3M <br />STRUCTURAL NOTES <br />FOUNDATION DETAILS <br />" <br />S4 <br />FRAME WALL DETAILS <br />S5 <br />S6 <br />ROOF FRAMING DETAILS <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 <br />PA1.1 <br />PRODUCT APPROVAL <br />PA1.2 <br />PRODUCT APPROVAL <br />PA1.3 <br />PRODUCT APPROVAL <br />PA1.4 <br />PRODUCT APPROVAL <br />PA1.5 <br />PRODUCT APPROVAL <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 />WP2.0 <br />WATERPROOFING DETAILS <br />WP2.1 <br />WATERPROOFING DETAILS <br />JUL 2 2023 <br />Virtual Review Assist, In . <br />Plans Review completed nd pr ed <br />for compliance with the 2020 BC 71h Edition <br />by Debra Anne Klahr PX2300 <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 />N <br />co <br />N <br />N <br />00 <br />LO <br />LO <br />co <br />LO <br />- °, <br />a <br />w <br />z <br />J <br />tno` N LO <br />O <br />W L N U <br />O n Cq ai <br />01 <br />M <br />/I � 0o U o <br />Of� <br />.0 Uij� <br />W QN <br />7W� L �o E <br />V o 4 <br />I� <br />Uj <br />❑w� w _j w w2�0 <br />Q <br />Q U <br />H <br />¢OXOJ�ou �Z��❑OQO <br />❑� ¢zU_ <br />O LU <br />0 <br />00 Z <br />LU w Y) of <br />_j W¢�zwZOw0 <br />D J <br />IL <br />0 <br />LL <br />C w � i 2 Ljj <br />o ❑ <br />¢ <br />oQ� ❑¢ <br />w¢ O F Qw <br />O <br />O <br />ZW <br />0�_ <br />LD <br />O <br />� M <br />Q M � <br />W <br />ti <br />I-I0M <br />Q Q 00 <br />z ~ <br />z <br />`- <br />JW O <br />�1t <br />C:) <br />(0 <br />T <br />V <br />' <br />I <br />I <br />� <br />I <br />I <br />I <br />; <br />I <br />�® <br />O <br />N <br />O <br />O <br />•' <br />N <br />M <br />O <br />O <br />n <br />O <br />N <br />O <br />iv <br />O <br />0 <br />O <br />r <br />O <br />O <br />® <br />Z <br />a <br />� <br />O <br />CD <br />O <br />I <br />0 <br />N LO <br />w <br />o <br />0 <br />0 <br />0 <br />0 <br />0 <br />l <br />> <br />N <br />M <br />V' <br />LO <br />fD <br />i <br />C <br />~ <br />Zz <br />�/V <br />¢w <br />_ <br />0 p <br />W <br />V <br />Woo <br />VU�5 <br />0Zj <br />-0 <br />0 <br />OF-0 <br />Q <br />z <br />a�a <br />r� <br />to <br />F_ <br />W <br />�--I <br />LU F- <br />.- w <br />2 <br />(V <br />N <br />Zoo <br />W�� <br />0 <br />Zwo <br />O <br />Q <br />U <br />LL <br />�wLL <br />z <br />�z <br />z <br />U <br />< <br />00 <br />q- <br />W <br />Z <br />¢ <br />z <br />C S <br />J <br />T <br />Uj �1 <br />0 <br />LAST PLOT DATE <br />-E--a <br />z 0 <br />® _I <br />COVER SHEET <br />
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