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1' 1 I p I L _ I_ <br />ABBREVIATIONS <br />GENERAL NOTES <br />VERSION CHANGES <br />INDEX OF DRAWINGS <br />K <br />ABV - ABOVE MLDG - MOULDING <br />THE FOLLOWING TECHNICAL CODES SHALL APPLY: <br />VERSION <br />DESCRIPTION OF CHANGES <br />SHT NO: <br />TITLE <br />AU0 1 5 2023 <br />1.0 <br />CLIENT CHANGES <br />CS <br />COVER SHEET <br />AFF - ABOVE FINISH FLOOR MNT - MOUNT OR MOUNTING <br />N <br />AHU - AIR HANDLER UNIT MO - MASONRY OPENING <br />2020 FLORIDA BUILDING CODE RESIDENTIAL, PLUMBING, MECHANICAL, FUEL GAS, <br />Al <br />FOUNDATION PLAN <br />C) <br />A/C - AIR CCNDITIONING MUNT - MUNTINS <br />ENERGY EFFICIENCY, ACCESSIBILITY, NFPA 70 NATIONAL ELECTRICAL CODES 2017 <br />2.0 <br />FLORIDA BUILDING CODE 6TH EDITION (2017) UPDATED <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 />3.0 <br />MASTER CHANGE UPDATE <br />AB -ANCHOR BOLT OGD -OVERHEAD GARAGE DOOR <br />2020 FBC PLUMBING RESIDENTIAL SECTION 604 <br />A4 <br />2ND FLOOR - ROOF FRAMING PLAN <br />,-� <br />�, <br />C <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 />=% F <br />00 <br />5.0 <br />TRUSS CONNECTOR REVISION <br />BFE -BASE FLOOD ELEVATION OPP - OPPOSITE <br />1.6 GALLONS <br />A6 <br />1ST & 2ND FLOOR ELECTRICAL PLANS <br />BM -BEAM OPT - OPTIONAL <br />A7 <br />INTERIOR ELEVATIONS <br />A ti <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 />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 />7.0 <br />UPDATE DETAIL CALL OUT FOR 2ND FLOOR WINDOW AT BEDROOM 5t <br />-PAINT <br />PRIVATE FACILITIES LAV 2.2 G.P.M. <br />S3 <br />FOUNDATION DETAILS <br />R ',.i:`i <br />`' �'':- biv <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 />Y' • '„ <br />''A i <br />_ <br />O <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 />9.0 <br />ADDED SHEETS WP2.0 AND WP2.1 TO SHEET INDEX' <br />CAB -CABINET PLT -PLATE <br />CD - CONSTRUCTION DOCUMENTS PLYWD - PLYWOOD <br />TO BE CPVC <br />SS <br />RETRO FIT DETAILS <br />- <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 <br />CLG HT - CEILING HEIGHT LB -POUND <br />JOBSITE CONDITIONS <br />S11 <br />PRECAST DETAILS <br />CEMT - CEMENTITIOUS PSF - POUNDS PER SQUARE FOOT <br />S12 <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 />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 />to N LO E <br />CONT - CONTINUOUS OR CONTINUES REINF - REINFORCING <br />. o o <br />CTR -CENTER READ -REQUIRED <br />CJ - CONTROL JOINT R/A - RETURN AIR <br />Q HANDRAILS - CHAP. 3 <br />PA 1.5 <br />SH 1.0 <br />PRODUCT APPROVAL <br />HURRICANE SHUTTERS <br />_� f.. -0 o v <br />�. � � � �' <br />DP - DEEP OR DEPTH RO - ROUGH OPENING <br />SH 1.1 <br />HURRICANE SHUTTERS <br />(n 2 <br />4- } ° O 00 ua <br />N V -0-0- <br />DTL - DETAIL IRS - ROUGH SAWN <br />❑ GUARDRAILS - CHAP. 3 <br />SH 1.2 <br />HURRICANE SHUTTERS <br />DIA - DIAMETER SC - SOLID CORE <br />SH 1.3 <br />HURRICANE SHUTTERS <br />S a g <br />DIM - DIMENSION SCP -SCUPPER <br />STAIRS - CHAP. 3 <br />SH 1.4 <br />HURRICANE SHUTTERS <br />= U a, < <br />DISCON -DISCONNECT SCRN -SCREEN <br />DW SIM <br />SH 1.5 <br />HURRICANE SHUTTERS <br />�V) w v c <br />Ems' c <br />-DISHWASHER -SIMILAR <br />❑ CHIMNEY & FIREPLACE <br />WP 1.0 <br />WATERPROOFING DETAILS <br />i ao E M o, <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 <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 />BELOW. ATTACHMENTS OF WINDOWS, DOORS, SLIDING GLASS DOORS AND O.H. <br />EQUP - EQUIPMENT STD -STANDARD <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 />6. ALL DOORS INTERIOR & EXTERIOR ARE 6'-8" UNLESS OTHERWISE NOTED ALL <br />FLOUR - FLUORESCENT TYP - TYPICAL <br />FTG - FOOTING UNO - UNLESS NOTED OTHERWISE <br />SHOWER ENCLOSURES TO BE TEMPERED GLASS <br />° w N w <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 />o <br />w < w -j w g � o <br />ui o 2 J ¢ o ¢ ¢ o o J zw o <br />GA -GAUGE <br />TO BE TEMPERED GLASS. SECTION R308 <br />( ) <br />Q Q_ <br />?= o- Snx o z m o o� a a <br />�o <br />U) Z <br />GB - GRAB BAR V FRT - VERIFIYAIN FIELD <br />F- F- <br />D O <br />W w o�oom z <br />0 z w _ z ° v <br />Z Z Ja <br />GFI / GFCI- GROUND FAULT CIRCUIT INTERRUPTOR VTR -VENT THROUGH ROOF <br />DIMENSIONING: <br />() <br />Z <br />' o a > Y D z LL p W 0 <br />¢owoW��_u,wo2U°Q <br />GLS -GLASS V -VOLT <br />GWB - GYPSUM WALL BOARD WC - WATER CLOSET <br />A. DIMENSIONS INDICATED ARE TO: <br />co <br />o a o o a <br />GYPBRD - GYPSUM BOARD WH - WATER HEATER <br />A.1. CMU WALL: OUTSIDE FACE OF WALL <br />�_ <br />~ <br />HD - HEAD WL - WIND LOAD <br />A.2. INTERIOR FRAMED WALLS: PLAN WEST (OR PLAN NORTH) FROM FACE OF <br />HVAC - HEATING, VENTILATING, AIR CONDITIONING WP - WEATHERPROOF <br />CORE -STUD <br />HT - HEIGHT WWM - WELDED WIRE MESH <br />HB - HOSE BIB W - WIDE OR WIDTH <br />A.2.1. DIMENSIONS ARE NOT FROM ELEMENTS ATTACHED TO CORE STUD - I.E. <br />' <br />HC - HANDICAP WDW - WINDOW <br />INSUL - INSULATION W/ - WITH <br />FURRING\ <br />A.3. EXTERIOR FRAMED WALLS: TO OUTSIDE FACE OF STRUCTURAL CORE -STUD <br />j <br />°S <br />O <br />N <br />INT - INTERIOR WD - WOOD <br />A.4. WINDOW OPENINGS: <br />-�\ <br />Z W <br />LVL - LAMINATED VENEER LUMBER <br />A.4.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING <br />_� �.1 <br />O Lu <br />LT - LAUNDRY TUB <br />A.4.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING <br />A.S. DOOR OPENINGS: <br />O <br />; � b <br />MAX - MAXIMUM <br />MATL -MATERIAL <br />A.5.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING <br />0 cM O <br />MFR -MANUFACTURER <br />A.5.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING <br />� <br />MMEC~ <br />H N.CAL <br />A.5.3. INTERIOR FRAMED WALLS: ADJACENT TO SIDE WALL: 5" RETURN MEASURED <br />w Lo <br />MTL -METAL <br />FROM THE FINISH FACE OF ADJACENT WALL TO INTERIOR FACE OF DOOR <br />J <br />MC - MEDICINE CABINET <br />FRAME <br />2 (1) 1,- <br />MIN - MINIMUM <br />A.5.4. INTERIOR FRAMED WALLS: AWAY FROM SIDE WALLS: DIMENSIONED TO CENTER <br />OF DOOR <br />Q W Q Lo <br />of co <br />A.6. SPECIAL AND CODE REQUIRED CLEARANCES - AS INDICATED ON PLANS OR FINISH <br />a- - <br />SURFACE TO FINISH SURFACE <br />Q >- Q 00 <br />SYMBOL LEGEND. <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 />z U <br />z <br />❑A = STAIR CALL OUT HEIGHT OF A13�--SHEET NUMBERW <br />STEP DOWN <br />\ CO 1 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, <br />� J <br />W <br />J O <br />O <br />CO <br />FOOTING CALL OUT - STEP DOWN ARROW SHOWS <br />C = SEE FOOTING CALLOUT DIRECTION OF VIEW <br />C.2. LOAD BEARING CONCRETE MASONRY UNIT WALLS <br />C.3. FRAMED WALLS EXTERIOR <br />�' 1 <br />0• i^ <br />SCHEDULE <br />INTERIOR <br />SHOWS INTERIOR ELEVATION <br />OTION <br />�D RECMARKER <br />OF VIEW <br />= KEYNOTE CALL OUT <br />O <br />C.5. DOORS AND WINDOWS <br />D. FLOOR ELEVATIONS ARE INDICATED TO THE FACE OF THE STRUCTURAL SLAB <br />N <br />cM <br />co <br />1 <br />- <br />N <br />N <br />N <br />A9 ELEV NUMBER <br />SHOWS <br />UNLESS OTHERWISE NOTED <br />o <br />N <br />o <br />N <br />O <br />N <br />_---ARROW <br />PRE -CAST LINTEL CALL SHEET NUMBERDIRECTION OF CUT <br />E. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE <br />CD= OUT - SEE LENTEL EXTERIOR 1 F <br />OF MATERIAL AT THE DIMENSION POINT - UNLESS OTHERWISE NOTED <br />N <br />SCHEDULE ELEVATION MARKER All SECTION NUMBER <br />F. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF THE <br />JUL Z ZO23 <br />0 <br />0 <br />0 <br />1 E ELEV NUMBER SHEET NUMBER <br />STRUCTURAL MATERIAL ABOVE AS SCHEDULED <br />LEDGER CALL OUT - SEE SHEET NUMBER <br />G. DIMENSIONS SHOWN ON THE DRAWINGS SHALL INDICATE THE REQUIRED SIZE, <br />CLEARANCE AND DIMENSIONAL RELATIONSHIP BETWEEN PROJECT SYSTEMS AND <br />O <br />LEDGER SCHEDULE 4 A15 2 <br />o <br />o <br />F, ARROW SHOWS LOCATION OF CUT <br />COMPONENTS -DIMENSIONS SHALL NOT BE DETERMINED BY SCALING THE <br />DRAWINGS. <br />_� <br />^J <br />00 <br />a <br />3 DIRECTION OF VIEW <br />I <br />�/ <br />co <br />00 <br />MULTI VIEW INTERIOR SECTION <br />o <br />0 <br />N <br />0 <br />N <br />0 <br />N <br />0 <br />N <br />N1 <br />N <br />N1 <br />ELEVATION MARKER MARKER <br />Review Assisi. In'-' <br />O <br />N <br />N <br />N <br />N <br />N <br />N <br />N <br />Virtual <br />Plans Review completed and app rover, <br />M <br />C� <br />00 <br />o <br />� <br />, <br />M <br />o <br />M <br />, <br />� <br />NCO <br />O <br />for compliance with the 2020 FBC 7tb Edit �oL <br />4 <br />O <br />r'- <br />O <br />o <br />O <br />6 <br />V- <br />o <br />r <br />0 <br />co <br />0 <br />by p2bra 4n90 Klahr PX2 G( <br />O <br />N'^ <br />Q <br />0 <br />0 <br />0 <br />00 <br />0 <br />0 <br />u1 , <br />> <br />c- <br />N <br />M! <br />'t <br />Lo <br />CD <br />r�- <br />I <br />co <br />Z Z <br />-ZO <br />0Wco <br />F*J Fq A <br />0 <br />W <br />U_o�o <br />o <br />= <br />0) <br />~W <br />wa <br />�m <br />-o <br />(n <br />z��tr <br />LENNAR TAMPA DIVISION <br />Q <br />=m0Z <br />0Z�W <br />4600 W CYPRESS ST, SUITE 200 <br />00 <br />�2z� <br />TAM PA, FL 33607 <br />NOTICE TO BUILDER & ALL SUBCONTRACTORS <br />W N <br />O <br />r < z <br />0 <br />U�>- <br />o <br />813.574.5700 <br />IT IS THE INTENT OF DESIGN PROFESSIONAL LISTED IN THE TITLE <br />BLOCK THAT THESE DOCUMENTS ARE ACCURATE, PROVIDING <br />Q <br />z <br />LoZZ <br />Q O <br />LICENSED PROFESSIONALS CLEAR INFORMATION. EVERY ATTEMPT <br />V <br />g <br />HAS BEEN MADE TO PREVENT ERRORS: THE BUILDER AND ALL <br />SUBCONTRACTORS ARE REQUIRED TO REVIEW ALL THE <br />O Q <br />INFORMATION CONTAINED IN THESE DOCUMENTS, PRIOR TO THE <br />COMMENCEMENT OF ANY WORK. THE DESIGN PROFESSIONAL ARE <br />�MM <br />W <br />NOT RESPONSIBLE FOR ANY PLAN ERRORS, OMISSIONS,OR <br />Q <br />MISINTERPRETATIONS UNDETECTED AND NOT REPORTED TO THE <br />z <br />c <br />z <br />Lu <br />DESIGN PROFESSIONAL PRIOR TO CONSTRUCTION. ALL <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 />W <br />> O <br />LAST PLOT DATE (�' <br />N <br />0 <br />DESIGN PROFESSIONAL LISTED IN THIS TITLE PAGE. NO BACK <br />Ma. 9, 23 <br />y <br />CHARGES WILL BE CONSIDERED FOR REIMBURSEMENT BY THE <br />DESIGN PROFESSIONAL WITHOUT ADVANCED NOTIFICATION AND <br />APPROVAL BY THE DESIGN PROFESSIONAL. <br />J <br />COVER SHEET <br />