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ABBREVIATIONS <br />GENERAL NOTES <br />VERSION CHANGES <br />INDEX OF DRAWINGS <br />ABV - ABOVE MLDG - MOULDING <br />THE FOLLOWING TECHNICAL CODES SHALL APPLY: <br />VERSION <br />DESCRIPTION OF CHANGES <br />SHT NO: <br />TITLE <br />1.0 <br />CLIENT CHANGES <br />CS <br />Al <br />COVER SHEET <br />FOUNDATION PLAN <br />AFF - ABOVE FINISH FLOOR MNT - MOUNT OR MOUNTING <br />AHU - AIR HANDLER UNIT MO - MASONRY OPENING <br />j <br />N <br />N <br />A/C - AIR CONDITIONING MUNT - MUNTINS <br />2020 FLORIDA BUILDING CODE RESIDENTIAL, PLUMBING, MECHANICAL, FUEL GAS, <br />2.0 <br />FLORIDA BUILDING CODE 6TH EDITION (2017) UPDATED <br />ALUM - ALUMINUM # -NUMBER <br />ENERGY EFFICIENCY, ACCESSIBILITY, NFPA 70 NATIONAL ELECTRICAL CODES 2017 <br />A2 <br />1STAND 2ND FLOOR PLAN <br />g= <br />N <br />AT -ALUMINUM THRESHOLD OC - ON CENTER <br />AB - ANCHOR BOLT OGD - OVERHEAD GARAGE DOOR <br />2020 FBC PLUMBING RESIDENTIAL SECTION 604 <br />3.0 <br />MASTER CHANGE UPDATE <br />A2.1 <br />A3 <br />SALES OFFICE PLAN <br />STAIR DETAILS <br />_ - - <br />�/� �} I" - <br />�� `� • • _ -- -' Off? <br />v <br />AVG -AVERAGE OPNG -OPENING <br />1. TANK TYPE WATER CLOSET VOLUME <br />4.0 <br />PERMIT COMMENT REVISION <br />A4 <br />2ND FLOOR - ROOF FRAMING PLANAl <br />00 <br />BFE -BASE FLOOD ELEVATION OPP -OPPOSITE <br />1.6 GALLONS <br />5.0 <br />c <br />TRUSS CONNECTOR REVISION <br />A5 <br />EXTERIOR ELEVATIONS & ROOF PLAN <br />��J J C �,xi <br />BM -BEAM OPT - OPTIONAL <br />A6 <br />1 ST & 2ND FLOOR ELECTRICAL PLANS <br />BLK -BLOCK OH - OVER HANG <br />2. WATER - FLOW RATE. <br />6.0 <br />FLORIDA BUILDING CODE 7TH EDITION (2020) UPDATED <br />A7 <br />INTERIOR ELEVATIONS <br />M e <br />BLDG - BUILDING OH CABS- OVERHEAD CABS <br />BRD -BOARD PNT FINISH <br />PUBLIC FACILITIES LAV 0.5 G.P.M. <br />7.0 <br />UPDATE DETAIL CALL OUT FOR 2ND FLOOR WINDOW AT BEDROOM 5 <br />SNO <br />STRUCTURAL NOTES <br />s <br />Z <br />-PAINT <br />BRG -BEARING PTD - PAINTED <br />PRIVATE FACILITIES LAV 2.2 G.P.M. <br />SN1 <br />STRUCTURAL NOTES <br />58�5 ,� <br />:� <br />g <br />BTM -BOTTOM PED -PEDESTAL <br />BUC BUILT UP COLUMN <br />SHOWER HEADS 2.5 G.P.M. <br />8.0 <br />ADDING K, L, M ELEVATIONS <br />S3 <br />S4 <br />FOUNDATION DETAILS <br />FRAME WALL DETAILS <br />:� (,A <br />` <br />��+ <br />_ <br />p <br />- PERF -PERFORATED <br />_ fn=' <br />- <br />CAB - CABINET PLT -PLATE <br />3. ALL PLUMBING WATER LINES <br />S5 <br />STRUCTURAL DETAILS <br />CD -CONSTRUCTION DOCUMENTS PLYWD - PLYWOOD <br />TO BE CPVC <br />S6 <br />WALL SECTION DETAILS <br />w <br />CLG - CEILING PKT -POCKET <br />VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO <br />SS <br />RETRO FIT DETAILS <br />1r1 <br />CLG HT - CEILING HEIGHT LB -POUND <br />JOBSITE CONDITIONS <br />ST <br />STAIR DETAILS <br />z <br />CEMT - CEMENTITIOUS PSF - POUNDS PER SQUARE FOOT <br />S11 <br />PRECAST DETAILS <br />Q <br />CL - CENTERLINE PSI - POUNDS PER SQUARE <br />COL -COLUMN PT - PRESSURE TREATED <br />THE FOLLOWING SHALL COMPLY WITH THE 2020 FBC RESIDENTIAL <br />S12 <br />PRECAST DETAILS <br />CONC - CONCRETE PB - PUSH BUTTON <br />CODE <br />PA 1.0 <br />PA 1.1 <br />PRODUCT APPROVAL <br />PRODUCT APPROVAL <br />CMU - CONCRETE MASONRY UNIT REF - REFRIGERATOR <br />CONST - CONSTRUCT OR CONSTRUCTION RECP -RECEPTACLE <br />❑ PORCHES AND BALCONIES <br />PA 1.2 <br />PRODUCT APPROVAL <br />CONT - CONTINUOUS OR CONTINUES REINF - REINFORCING <br />CHAP. 3 <br />PA 1.3 <br />PRODUCT APPROVAL <br />N N 'n n E <br />> o 0 <br />CTR -CENTER REQD - REQUIRED <br />CJ - CONTROL JOINT R/A - RETURN AIR <br />❑ HANDRAILS - CHAP. 3 <br />SH 1.0 <br />SH 1.1 <br />HURRICANE SHUTTERS <br />HURRICANE SHUTTERS <br />o "' 0 <br />ce) CN <br />� M 2 <br />DP - DEEP OR DEPTH RO - ROUGH OPENING <br />SH 1.2 <br />HURRICANE SHUTTERS <br />�, <br />} s7 u a <br />N U� � co <br />DTL -DETAIL IRS -ROUGH SAWN <br />❑GUARDRAILS - CHAP. 3 <br />SH 1.3 <br />HURRICANE SHUTTERS <br />8 � <br />DIA - DIAMETER Sc - SOLID CORE <br />SH 1.4 <br />HURRICANE SHUTTERS <br />} 6 0 0 8 <br />DIM -DIMENSION SCP -SCUPPER <br />❑ STAIRS - CHAP. 3 <br />SH 1.5 <br />HURRICANE SHUTTERS <br />�_ '� <br />U 8 <br />DISCON - DISCONNECT SCRN -SCREEN <br />DW -DISHWASHER SIM - SIMILAR <br />❑ CHIMNEY & FIREPLACE <br />WP 1.0 <br />WATERPROOFING DETAILS <br />i a <br />�Ln w Q� <br />DR -DOOR SHLVS -SHELVES <br />DBL DOUBLE <br />CHAP. 10 <br />M <br />o p a <br />a <br />- S/R - SHELF & ROD <br />DWG - DRAWING SH - SINGLE HUNG WINDOW <br />EA -EACH SGD - SLIDING GLASS DOOR <br />EGRESS WINDOWS <br />❑CHAP. <br />ELEC - ELECTRICAL SPECS - SPECIFICATIONS <br />3 <br />ELEV -ELEVATOR SQ FT - SQUARE FEET <br />EQ <br />5. ALL OPENINGS SHALL COMPLY WITH 2O20 FBC RESIDENTIAL WIND LOADS AS STATED <br />-EQUAL SQ IN - SQUARE INCH <br />E- EQUIPMENT STD -STANDARD <br />BELOW. ATTACHMENTS OF WINDOWS, DOORS, SLIDING GLASS DOORS AND O.H. <br />EXP <br />XP JT -EXPANSION JOINT STL -STEEL <br />GARAGE DOORS ARE TO DELEGATED THE MANUFACTURER OF THESE ITEMS. THE <br />EXT - EXTERIOR STRUCT -STRUCTURAL <br />MANUFACTURER OF THESE ITEMS SHALL SUBMIT ATTACHMENTS FOR SITE <br />FIN FLR - FINISHED FLOOR TEMP -TEMPERED <br />INSTALLATION. <br />FIN - FIN THK - THICK OR THICKNESS <br />EW - EACH WAY TB - TOWEL BAR <br />SEE ATTACHED SPECIFICATION SHEETS FOR MANUFACTURERS DESIGN CRITERIA <br />FG - FIXED GLASS TOC - TOP OF CONCRETE <br />AND INSTALLATION METHODS FOR WINDOWS, DOORS, SLIDING GLASS DOORS, <br />FD - FLOOR DRAIN TOM - TOP OF MASONRY <br />OVERHEAD GARAGE DOORS, AND ROOFING. <br />FE - FIRE EXTINGUISHER TOP - TOP OF PLATE <br />FLR - FLOOR TP - TOILET PAPER HOLDER <br />FLOUR - FLUORESCENT TYP - TYPICAL <br />6. ALL DOORS INTERIOR & EXTERIOR ARE 6'-8" UNLESS OTHERWISE NOTED ALL <br />o w <br />FTG - FOOTING UNO - UNLESS NOTED OTHERWISE <br />SHOWER ENCLOSURES TO BE TEMPERED GLASS <br />FIR DR - FRENCH DOOR VAC -VACUUM <br />GALV - GALVANIZED VAL -VALANCE <br />7. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR &EXTERIOR) AND WITHIN 18" OF FLR <br />W W W <br />w w w o <br />o o Q v o o o <br />LL <br />GA -GAUGE <br />TO BE TEMPERED GLASS. SECTION R308 <br />( ) <br />U <br />Q a X-J `� x _o N o o J P <br />�o z <br />GB -GRAB BAR VFRT-VERIFIYAINFIELD <br />GFI / GFCI- GROUND FAULT CIRCUIT INTERRUPTOR VTR -VENT THROUGH ROOF <br />DIMENSIONING: <br />1— <br />0 0 0 <br />O <br />o�oom <br />aaCnx9 nzww�n� zz v <br />Q o z Y a Z z w p W o I a <br />GLS - GLASS V - VOLT <br />Z <br />w <br />~ <br />zd <br />GWB - GYPSUM WALL BOARD WC - WATER CLOSET <br />A. DIMENSIONS INDICATED ARE TO: <br />o �¢ o o � <br />� <br />GYPBRD - GYPSUM BOARD WH - WATER HEATER <br />A.1. CMU WALL: OUTSIDE FACE OF WALL <br />HD - HEAD WL - WIND LOAD <br />HVAC - HEATING, VENTILATING, AIR CONDITIONING WP - WEATHERPROOF <br />A.2. INTERIOR FRAMED WALLS: PLAN WEST (OR PLAN NORTH) FROM FACE OF <br />HT - HEIGHT WWM - WELDED WIRE MESH <br />HB - HOSE BIB W - WIDE OR WIDTH <br />CORE -STUD <br />A.2.1. DIMENSIONS ARE NOT FROM ELEMENTS ATTACHED TO CORE STUD - I.E. <br />HC - HANDICAP WDW - WINDOW <br />FURRING\ <br />0 <br />04 <br />INSUL - INSULATION W/ - WITH <br />A.3. EXTERIOR FRAMED WALLS: TO OUTSIDE FACE OF STRUCTURAL CORE -STUD <br />INT - INTERIOR WD - WOOD <br />A.4. WINDOW OPENINGS: <br />Z Lu <br />LVL - LAMINATED VENEER LUMBER <br />A.4.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING <br />LT - LAUNDRY TUB <br />A.4.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING <br />~ <br />MAX - MAXIMUM <br />A.5. DOOR OPENINGS: <br />i <br />MATL - MATERIAL <br />A.5.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING <br />co O <br />M O <br />MFR -MANUFACTURER <br />MECH - MECHANICAL <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 />Q I � j <br />MTL - METAL <br />FROM THE FINISH FACE OF ADJACENT WALL TO INTERIOR FACE OF DOOR <br />MC - MEDICINE CABINET <br />FRAME <br />MIN - MINIMUM <br />A.5.4. INTERIOR FRAMED WALLS: AWAY FROM SIDE WALLS: DIMENSIONED TO CENTER <br />OFDOOR <br />Q W Q LO <br />I—iYM <br />A.6. SPECIAL AND CODE REQUIRED CLEARANCES - AS INDICATED ON PLANS OR FINISH <br />z <br />OY 0- � <br />SYMBOL LEGEND . <br />A.6.1. EXAMPLE: T-RFACE TO10" CLEARAINSIDE FINISH FOR ADA TRANSFER SHOWER CE <br />>- <br />Z V H <br />B. ALIGNMENT OF WALLS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE AND <br />Z <br />- <br />❑A = STAIR CALL OUT - HEIGHT OF 1 E-----SHEET NUMBER <br />STEP DOWN l <br />INT ELEV NUMBER <br />PLUMB. <br />C. THE PRIORITY FOR PROJECT DIMENSIONS SHALL BE IN THE FOLLOWING ORDER: <br />J O <br />O <br />FOOTING CALL OUT - STEP DOWN ARROW SHOWS <br />C.1. CODE MINIMUM - MAXIMUM DIMENSIONS AND CLEARANCES <br />C.2. LOAD BEARING CONCRETE MASONRY UNIT WALLS <br />to <br />IT <br />= SEE FOOTING <br />CALLOUT DIRECTION OF VIEW <br />C.3. FRAMED WALLS EXTERIOR <br />mi <br />SCHEDULE <br />ARROW SHOWS INTERIOR ELEVATION <br />CA. FRAMED WALLS INTERIOR <br />O = KEYNOTE CALL OUT DIRECTION OF VIEW MARKER <br />C.5. DOORS AND WINDOWS <br />N <br />1 <br />D. FLOOR ELEVATIONS ARE INDICATED TO THE FACE OF THE STRUCTURAL SLAB - <br />N <br />ELEV NUMBER <br />A9 ARROW SHOWS <br />UNLESS OTHERWISE NOTED <br />N <br />PRE -CAST LINTEL CALL SHEET NUMBER DIRECTION OF CUT <br />�p = OUT - SEE LENTEL EXTERIOR 1 <br />E. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE <br />OF MATERIAL AT THE DIMENSION POINT - UNLESS OTHERWISE NOTED <br />11� <br />N <br />SCHEDULE ELEVATION MARKER' All SECTION NUMBER <br />;SHEET <br />F. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF THE <br />r <br />o <br />l r---ELEV NUMBER NUMBER <br />STRUCTURAL MATERIAL ABOVE AS SCHEDULED <br />G. DIMENSIONS SHOWN ON THE DRAWINGS SHALL INDICATE THE REQUIRED SIZE, <br />LEDGER CALL OUT -SEE SHEET NUMBER <br />LEDGER SCHEDULE 4 A15 2 <br />CLEARANCE AND DIMENSIONAL RELATIONSHIP BETWEEN PROJECT SYSTEMS AND <br />LOCATION OF CUT <br />COMPONENTS - DIMENSIONS SHALL NOT BE DETERMINED BY SCALING THE <br />0 <br />°p <br />--ARROW SHOWS <br />3 <br />DRAWINGS. <br />DIRECTION OF VIEW <br />0 <br />00 <br />O <br />o <br />0 <br />MULTI VIEW INTERIOR SECTION <br />�- <br />o <br />r- <br />0 <br />N <br />0 <br />N <br />0 <br />N <br />0 <br />N <br />0 <br />N <br />0 <br />ELEVATION MARKER MARKER <br />N <br />CV <br />CV <br />N <br />N <br />N <br />CV <br />SEP 0 8 2022 <br />Cn <br />N <br />00 <br />O <br />Ln <br />00 <br />O <br />M <br />� <br />— <br />N <br />0 <br />M <br />O <br />O <br />O <br />r <br />O <br />C <br />1 <br />� ,^ <br />Lo <br />.N <br />; <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />. <br />VIRTUAL .Evic <br />/1C�r�i <br />N <br />M <br />NT <br />LA <br />CO <br />r_ <br />virtua� i��o�ie <br />Plans Re'!.` cant-'1E�e 2GZC- t- �� 7th <br />the <br />1 � <br />z <br />compliance with <br />for comb Klahr PX2300 <br />00 (n <br />o <br />o w <br />LENNARM <br />Edition Y Debra Anne <br />0 <br />OD <br />U <br />I— <br />Q o <br />LU <br />X <br />-0 <br />m <br />4r.. Q <br />�moZ <br />Q <br />LENNAR TAMPA DIVISION <br />'�c� QZOz <br />�o�W <br />�y <br />Z �: <br />4600 W CYPRESS ST SUITE 200 <br />00 <br />>-mzw <br />' <br />M <br />IZZZU- <br />TAMPA, FL 33607 <br />NOTICE TO BUILD SUBCONTRACTORS <br />N <br />W (y <br />O <br />V <br />a< W <br />Q <br />CO Z <br />IT IS THE INTENT OF DESIGN PROFESSIONAL LISTED IN THE TITLE <br />Z <br />Q O <br />81 3.574.5700 <br />BLOCK THAT THESE DOCUMENTS ARE ACCURATE, PROVIDING <br />0�z <br />LICENSED PROFESSIONALS CLEAR INFORMATION. EVERY ATTEMPT <br />V <br />g <br />HAS BEEN MADE TO PREVENT ERRORS: THE BUILDER AND ALL <br />a <br />SUBCONTRACTORS ARE REQUIRED TO REVIEW ALL THE <br />00 <br />INFORMATION CONTAINED IN THESE DOCUMENTS, PRIOR TO THE <br />COMMENCEMENT OF ANY WORK. THE DESIGN PROFESSIONAL ARE <br />M� <br />W <br />NOT RESPONSIBLE FOR ANY PLAN ERRORS, OMISSIONS,OR <br />MISINTERPRETATIONS UNDETECTED AND NOT REPORTED TO THE <br />z <br />C S <br />Q <br />z <br />DESIGN PROFESSIONAL PRIOR TO CONSTRUCTION. ALL <br />w <br />_j <br />2382 ADS <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 />ui L <br />LAST PLOT DATE <br />Apr. 26, 22 <br />N <br />CHARGES WILL BE CONSIDERED FOR REIMBURSEMENT BY THE <br />DESIGN PROFESSIONAL WITHOUT ADVANCED NOTIFICATION AND <br />Z 0 <br />APPROVAL BY THE DESIGN PROFESSIONAL. <br />J <br />COVER SHEET <br />