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11 r_GEN <br />a <br />ABBREVIATIONS <br />GENERAL NOTES <br />VERSION CHANGES <br />INDEX OF DRAWINGS <br />AUG„15 Z 3; <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 />COVER SHEET <br />AFF - ABOVE FINISH FLOOR MNT - MOUNT OR MOUNTING <br />� <br />`'' <br />N <br />AHU - AIR HANDLER UNIT MO - MASONRY OPENING <br />2020 FLORIDA BUILDING CODE RESIDENTIAL, PLUMBING, FUEL GAS, <br />Al <br />FOUNDATION PLAN <br />+-� <br />A/C -AIR CONDITIONING MUNT - MUNTINS <br />ENERGY EFFICIENCY, ACCESSIBILITY, NFPA 70 NATIONAL ELECTRICAL CODES 2017 <br />2.0 <br />FLORIDA BUILDING CODE 6TH EDITION 2017 UPDATED <br />( ) <br />A2 <br />1ST AND 2ND FLOOR PLAN <br />ALUM - ALUMINUM # -NUMBER <br />AT - ALUMINUM THRESHOLD OC - ON CENTER <br />A3 <br />STAIR DETAILS <br />"' <br />3.0 <br />MASTER CHANGE UPDATE <br />- <br />AB ANCHOR BOLT OGD -OVERHEAD GARAGE DOOR <br />2020 FBC PLUMBING RESIDENTIAL SECTION 604 <br />A4 <br />2ND FLOOR - ROOF FRAMING PLANLO <br />. �. <br />1� <br />4.0 <br />PERMIT COMMENT REVISION <br />AVG -AVERAGE OPNG - OPENING <br />1. TANK TYPE WATER CLOSET VOLUME <br />A5 <br />EXTERIOR ELEVATIONS & ROOF PLAN <br />_ _ <br />` <br />0 <br />5.0 <br />TRUSS CONNECTOR REVISION <br />BFE -BASE FLOOD ELEVATION OPP -OPPOSITE <br />BM <br />1.6 GALLONS <br />A6 <br />A7 <br />1 ST & 2ND FLOOR ELECTRICAL PLANS <br />INTERIOR ELEVATIONS <br />d�, • ' ' • e�. <br />�" ' `, <br />r <br />� <br />-BEAM OPT - OPTIONAL <br />ca <br />BLK -BLOCK OH - OVER HANG <br />2. WATER - FLOW RATE. <br />6.0 <br />FLORIDA BUILDING CODE 7TH EDITION (2020) UPDATED <br />SNO <br />STRUCTURAL NOTES <br />j � �' <br />BLDG - BUILDING OH CABS- OVERHEAD CABS <br />BIRD -BOARD PNT FINISH <br />PUBLIC FACILITIES LAV 0.5 G.P.M. <br />SN1 <br />STRUCTURAL NOTES <br />` <br />'� ' <br />z <br />7.0 <br />UPDATE DETAIL CALL OUT FOR 2ND FLOOR WINDOW AT BEDROOM 5 <br />-PAINT <br />PRIVATE FACILITIES LAV 2.2 G.P.M <br />as. �, £�^,a <br />g <br />8.0 <br />ADDING K, L, M ELEVATIONS <br />BRG - BEARING PTD - PAINTED <br />BTM -BOTTOM PED -PEDESTAL <br />SHOWER HEADS 2.5 G.P.M. <br />S4 <br />FRAME WALL DETAILS <br />`, VU R' �; 4' <br />0 <br />9.0 <br />ADDED SHEETS WP2.0 AND WP2.1 TO SHEET INDEX <br />BUC -BUILT UP COLUMN PERF -PERFORATED <br />3. ALL PLUMBING WATER LINES <br />S5 <br />S6 <br />STRUCTURAL DETAILS <br />WALL SECTION DETAILS <br />(> <br />A <br />CAB - CABINET PLT -PLATE <br />CD - CONSTRUCTION DOCUMENTS PLYWD - PLYWOOD <br />TO BE CPVC <br />SS <br />RETRO FIT DETAILS <br />w <br />10.0 <br />REVISED SECOND FLOOR WINDOW HEADER DETAIL CALLOUT <br />CLG - CEILING PKT -POCKET <br />VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO <br />ST <br />STAIR DETAILS:K <br />CLG HT - CEILING HEIGHT LB -POUND <br />JOBSITE CONDITIONS <br />S11 <br />PRECAST DETAILS <br />- <br />CEMT - CEMENTITIOUS PSF - POUPJDS PER SQUARE FOOT <br />S12 <br />PRECAST DETAILS <br />d <br />CL - CENTERLINE PSI - POUNDS PER SQUARE <br />COL -COLUMN PT - PRESSURE TREATED <br />THE FOLLOWING SHALL COMPLY WITH THE 2020 FBC RESIDENTIAL <br />PA 1.0 <br />PA 1.1 <br />PRODUCT APPROVAL <br />PRODUCT APPROVAL <br />CONC -CONCRETE PB - PUSH BUTTON <br />CODE <br />PA 1.2 <br />PRODUCT APPROVAL <br />CMU - CONCRETE MASONRY UNIT REF - REFRIGERATOR <br />❑ PORCHES AND BALCONIES <br />PA 1.3 <br />PRODUCT APPROVAL <br />CONST - CONSTRUCT OR CONSTRUCTION RECP -RECEPTACLE <br />CHAP. 3 <br />PA 1.4 <br />PRODUCT APPROVAL <br />N N `n E <br />CONT - CONTINUOUS OR CONTINUES REINF - REINFORCING <br />L > 0 o <br />CTR -CENTER REQD -REQUIRED <br />CJ -CONTROL JOINT R/A - RETURN AIR <br />❑ HANDRAILS - CHAP. 3 <br />PA 1.5 <br />SH 1.0 <br />PRODUCT APPROVAL <br />HURRICANE SHUTTERS <br />_� M co v <br />� N �`� <br />DP -DEEP OR DEPTH RO - ROUGH OPENING <br />SH 1.1 <br />HURRICANE SHUTTERS <br />♦�., 2 <br />N U 0 M <br />DTL - DETAIL RS - ROUGH SAWN <br />❑ GUARDRAILS - CHAP. 3 <br />SH 1.2 <br />HURRICANE SHUTTERS <br />E t m <br />0 <br />DIA - DIAMETER SC - SOLID CORE <br />SH 1.3 <br />HURRICANE SHUTTERS <br />� 8 b <br />DIM -DIMENSION SCP -SCUPPER <br />❑STAIRS - CHAP. 3 <br />SH 1.4 <br />HURRICANE SHUTTERS <br />= U 0 < <br />DISCON - DISCONNECT SCRN -SCREEN <br />DW DISHWASHER <br />SH 1.5 <br />HURRICANE SHUTTERS <br />- O <br />�v> w s?N <br />- SIM - SIMILAR <br />❑ CHIMNEY & FIREPLACE <br />WP 1.0 <br />WATERPROOFING DETAILS <br />Lc03 E M m <br />DR -DOOR SHLVS -SHELVES <br />DBL - DOUBLE S/R - SHELF & ROD <br />CHAP. 10 <br />WP 2.0 <br />WATERPROOFING DETAILS <br />a a a <br />DWG - DRAWING SH - SINGLE HUNG WINDOW <br />WP 2.1 <br />WATERPROOFING DETAILS <br />EA -EACH SGD - SLIDING GLASS DOOR <br />❑EGRESS WINDOWS <br />ELEC - ELECTRICAL SPECS - SPECIFICATIONS <br />CHAP. 3 <br />ELEV - ELEVATOR SQ FT - SQUARE FEET <br />5. ALL OPENINGS SHALL COMPLY WITH 2O20 FBC RESIDENTIAL WIND LOADS AS STATED <br />EQ -EQUAL SQ IN - SQUARE INCH <br />EQUP - EQUIPMENT STD -STANDARD <br />BELOW. ATTACHMENTS OF WINDOWS, DOORS, SLIDING GLASS DOORS AND O.H. <br />EXP 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 />FTG - FOOTING UNO - UNLESS NOTED OTHERWISE <br />SHOWER ENCLOSURES TO BE TEMPERED GLASS <br />° of vi W o <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 />LU -' W z wo <br />W W a Q ocf) cYi O ° o <br />GA -GAUGE <br />TO BE TEMPERED GLASS. SECTION R308 <br />( ) <br />Q U a O X- oZu m o r o o m ° z J a <br />GB -GRAB BAR VFRT-VERFIYANFIELD <br />~ ~ �waWinz0W�nx�¢=�2 <br />GFI / GFCI- GROUND FAULT CIRCUIT INTERRUPTOR VTR - VENT THROUGH ROOF <br />GLS <br />DIMENSIONING: <br />0 J 0 a 0 iz Y° z z 2 p W 0 0 a <br />� Z <br />� <br />-GLASS V -VOLT <br />a0w _H� Zm¢°Q <br />GWB - GYPSUM WALL BOARD WC - WATER CLOSET <br />A. DIMENSIONS INDICATED ARE TO: <br />o ¢ ° o ° a ¢ � <br />GYPBRD - GYPSUM BOARD WH - WATER HEATER <br />A.I. 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 />CORE -STUD <br />HB -HOSE BIB W -WIDE OR WIDTH <br />A.2.1. DIMENSIONS ARE NOT FROM ELEMENTS ATTACHED TO CORE STUD - I.E. <br />HC - HANDICAP WDW - WINDOW <br />FURRING\ <br />O <br />INSUL - INSULATION W/ - WITH <br />A.3. EXTERIOR FRAMED WALLS: TO OUTSIDE FACE OF STRUCTURAL CORE -STUD <br />NINT <br />- INTERIOR WD - WOOD <br />A.4. WINDOW OPENINGS: <br />Z <br />LVL - LAMINATED VENEER LUMBER <br />A.4.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING <br />_0 FW-- <br />LT - LAUNDRY TUB <br />A.4.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING <br />(n <br />LGT - LIGHT <br />A.5. DOOR OPENINGS: <br />MAX - MAXIMUM <br />MATL - MATERIAL <br />A.5.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING <br />Q M O <br />MECH - MECHANICAL RER <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 />I- <br />Q J U j <br />MTL - METAL <br />FROM THE FINISH FACE OF ADJACENT WALL TO INTERIOR FACE OF DOOR <br />(n ILL.� <br />MC - MEDICINE CABINET <br />FRAME <br />(0 <br />MIN - MINIMUM <br />A.5.4. INTERIOR FRAMED WALLS: AWAY FROM SIDE WALLS: DIMENSIONED TO CENTER <br />Q W Q LO <br />OF DOOR <br />f" W 11 M <br />A.6. SPECIAL AND CODE REQUIRED CLEARANCES - AS INDICATED ON PLANS OR FINISH <br />CL T- <br />SYMBOL LEGEND . <br />SURFACE TO FINISH SURFACE <br />A.6.1. EXAMPLE: X-0" CLEAR INSIDE FINISH FOR ADA TRANSFER SHOWER <br />z <br />Z V <br />B. ALIGNMENT OF WALLS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE AND <br />Z <br />STAIR CALL OUT HEIGHT OFE----SHEET NUMBER <br />❑A = STEP DOWN <br />\ tO =INT ELEV NUMBER <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 />J O <br />O <br />(O <br />FOOTING CALL OUT - <br />= <br />C SEE FOOTING STEP DOWN ARROW SHOWS <br />C.2. LOAD BEARING CONCRETE MASONRY UNIT WALLS <br />SCHEDULE CALLOUT DIRECTION OF VIEW <br />C.3. FRAMED WALLS EXTERIOR <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 />M <br />M <br />1 <br />D. FLOOR ELEVATIONS ARE INDICATED TO THE FACE OF THE STRUCTURAL SLAB - <br />4 <br />N <br />N <br />CV <br />ELEV NUMBER <br />A9 _�-ARROW SHOWS <br />UNLESS OTHERWISE NOTED <br />0 <br />N <br />0 <br />N <br />0 <br />N <br />PRE -CAST LINTEL CALL SHEET NUMBER DIRECTION OF CUT <br />CD= OUT - SEE LENTEL EXTERIOR 1 F- <br />E. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE <br />OF MATERIAL AT THE DIMENSION POINT - UNLESS OTHERWISE NOTED <br />�� <br />N <br />SCHEDULE ELEVATION MARKER A11 SECTION NUMBER <br />F. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF THE <br />JUL 2 1 2023 <br />0 <br />0 <br />0 <br />1 L ELEV NUMBER SHEET NUMBER <br />STRUCTURAL MATERIAL ABOVE AS SCHEDULED <br />LEDGER CALL OUT -SEE SHEET NUMBER <br />"- <br />LEDGER SCHEDULE 40<__ <br />G. DIMENSIONS SHOWN ON THE DRAWINGS SHALL INDICATE THE REQUIRED SIZE, <br />CLEARANCE AND DIMENSIONAL RELATIONSHIP BETWEEN PROJECT SYSTEMS AND <br />0 <br />0 <br />o <br />o <br />�---LOCATION OF CUT <br />COMPONENTS -DIMENSIONS SHALL NOT BE DETERMINED BY SCALING THE <br />o6 <br />of <br />ARROW SHOWS <br />3 DIRECTION OF VIEW <br />DRAWINGS. <br />000 <br />0 <br />0 <br />0 <br />MULTI VIEW INTERIOR SECTION <br />ELEVATION MARKER MARKER <br />O <br />•- <br />0 <br />N <br />T.- <br />0 <br />N <br />N <br />0 <br />(V <br />N <br />0 <br />N <br />N <br />0 <br />N <br />N <br />0 <br />N <br />N <br />0 <br />N <br />Virtual Review Assist, <br />rn <br />ao <br />Lo <br />oo <br />M <br />, <br />o <br />Inc <br />Plans Review completed and <br />N <br />o <br />C6 <br />o <br />o <br />N <br />M <br />approved <br />for compliance with the 2020 FBC 71h <br />4 <br />o <br />, <br />0 <br />rn <br />0 <br />o <br />,- <br />o <br />c0 <br />0 <br />Editior, <br />by Debra Anne Klahr PX2300 <br />0 <br />N L,^ , <br />(D <br />> <br />0 <br />0 <br />0 <br />M <br />0 <br />0 <br />Cl <br />0 <br />.- <br />N <br />V <br />tO <br />(0 <br />r-- <br />L <br />COO <br />Z Z <br />owin <br />LE0 <br />_ <br />V��a <br />~ <br />L <br />it <br />sao� <br />Q <br />`t <br />=m=Z <br />LENNAR TAMPA DIVISION <br />�Z~W <br />�2 <br />N <br />4600 W CYPRESS ST SUITE 200 <br />00 <br />>- <br />m z x <br />N <br />TAM PA, FL 33607 <br />NOTICE TO BUILDER & ALL SUBCONTRACTORS <br />W <br />UU)ZU) <br />g < z <br />> N <br />Q <br />IT IS THE INTENT OF DESIGN PROFESSIONAL LISTED IN THE TITLE <br />Z <br />_ <br />= Q 0 <br />813.574. / 00 <br />BLOCK THAT THESE DOCUMENTS ARE ACCURATE, PROVIDING <br />Z <br />U <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�M <br />W <br />NOT RESPONSIBLE FOR ANY PLAN ERRORS, OMISSIONS,OR <br />MISINTERPRETATIONS UNDETECTED AND NOT REPORTED TO THE <br />CS <br />z <br />z <br />DESIGN PROFESSIONAL PRIOR TO CONSTRUCTION. ALL <br />LU <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 />LIJ (0 <br />0 <br />LAST PLOT DATE <br />N <br />DESIGN PROFESSIONAL LISTED IN THIS TITLE PAGE. NO BACK <br />> <br />May. 9, 23 <br />CHARGES WILL BE CONSIDERED FOR REIMBURSEMENT BY THE <br />DESIGN PROFESSIONAL WITHOUT ADVANCED NOTIFICATION AND <br />' <br />APPROVAL BY THE DESIGN PROFESSIONAL. <br />J <br />COVER SHEET <br />