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ABBREVIATIONS <br />GENERAL NOTES <br />VERSION CHANGES <br />INDEX OF DRAWINGS <br />ABV - ABOVE MLDG - MOULDING <br />VERSION <br />DESCRIPTION OF CHANGES <br />SHT NO: <br />TITLE <br />AFF -ABOVE FINISH FLOOR MNT - MOUNT OR MOUNTING <br />THE FOLLOWING TECHNICAL CODES SHALL APPLY: <br />1.0 <br />PLAN REVISIONS <br />CS <br />COVER SHEET <br />AHU - AIR HANDLER UNIT MO - MASONRY OPENING <br />Al <br />FOUNDATION PLAN <br />A/C - AIR CONDITIONING MUNT - MUNTINS <br />2020 FLORIDA BUILDING CODE RESIDENTIAL, PLUMBING, MECHANICAL, FUEL GAS, <br />2.0 <br />TYPICAL TRUSS CONNECTOR REVISION <br />A2 <br />1ST FLOOR PLAN <br />ALUM - ALUMINUM # -NUMBER <br />ENERGY EFFICIENCY, ACCESSIBILITY, AND NFPA 70 NATIONAL ELECTRICAL CODES 2017 <br />AT - ALUMINUM THRESHOLD OC - ON CENTER <br />3.0 <br />ELEVATION A ENTRY PORCH ROOF UPDATE <br />A3 <br />2ND FLOOR PLAN <br />AB - ANCHOR BOLT OGD - OVERHEAD GARAGE DOOR <br />AVG <br />2020 FBC PLUMBING RESIDENTIAL SECTION 604 <br />A4 <br />A4.1 <br />ROOF PLAN <br />2ND FLOOR FRAMING &ROOF PLAN <br />4.0 <br />FLORIDA BUILDING CODE 7TH EDITION (2020) UPDATE <br />-AVERAGE OPNG - OPENING <br />1. TANK TYPE WATER CLOSET VOLUME <br />5.0 <br />ADDING K, L, M ELEVATIONS <br />BFE - BASE FLOOD ELEVATION OPP - OPPOSITE <br />1.6 GALLONS <br />A5 <br />EXTERIOR ELEVATIONS <br />BM -BEAM OPT -OPTIONAL <br />A6 <br />1ST FLOOR ELECTRICAL PLAN <br />BLK -BLOCK OH - OVER HANG <br />2. WATER - FLOW RATE. <br />A6.1 <br />2ND FLOOR ELECTRICAL PLAN <br />BLDG - BUILDING OH CABS- OVERHEAD CABS <br />PUBLIC FACILITIES LAV 0.5 G.P.M. <br />SNO <br />STRUCTURAL NOTES <br />BRD -BOARD PNT - PAINT FINISH <br />BRG -BEARING PTD -PAINTED <br />PRIVATE FACILITIES LAV 2.2 G.P.M. <br />SN1 <br />STRUCTURAL NOTES <br />BTM - BOTTOM PED -PEDESTAL <br />SHOWER HEADS 2.5 G.P.M. <br />S3M <br />FOUNDATION DETAILS <br />BUC - BUILT UP COLUMN PERF -PERFORATED <br />S4 <br />FRAME WALL DETAILS <br />CAB - CABINET PLT -PLATE <br />3. ALL PLUMBING WATER LINES <br />S <br />ROOF FRAMING DETAILS <br />CD - CONSTRUCTION DOCUMENTS PLYWD - PLYWOOD <br />TO BE CPVC <br />S5 <br />WALL SECTION DETAILS <br />CLG - CEILING PKT -POCKET <br />SS <br />RETRO FIT DETAILS <br />CLG HT - CEILING HEIGHT LB -POUND <br />VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO <br />ST <br />STAIR DETAILS <br />CEMT - CEMENTITIOUS PSF - POUNDS PER SQUARE FOOT <br />JOBSITE CONDITIONS <br />S11 <br />PRECAST DETAILS <br />CL - CENTERLINE PSI - POUNDS PER SQUARE <br />S12 <br />PRECAST DETAILS <br />COL -COLUMN PT - PRESSURE TREATED <br />THE FOLLOWING SHALL COMPLY WITH THE 2020 FBC RESIDENTIAL <br />PA1.0 <br />PRODUCT APPROVAL <br />CONC -CONCRETE PB - PUSH BUTTON <br />CODE <br />PA1.1 <br />PRODUCT APPROVAL <br />CMU - CONCRETE MASONRY UNIT REF - REFRIGERATOR <br />CONST - CONSTRUCT OR CONSTRUCTION RECP -RECEPTACLE <br />Q PORCHES AND BALCONIES <br />PA1.2 <br />PRODUCT APPROVAL <br />CONT -CONTINUOUS OR CONTINUES REINF -REINFORCING <br />CHAP. 3 <br />PA1.3 <br />PRODUCT APPROVAL <br />CTR -CENTER READ -REQUIRED <br />PA1.4 <br />PRODUCT APPROVAL <br />CJ - CONTROL JOINT R/A - RETURN AIR <br />Q HANDRAILS - CHAP. 3 <br />PA1.5 <br />PRODUCT APPROVAL <br />DP - DEEP OR DEPTH RO - ROUGH OPENING <br />SH 1.0 <br />HURRICANE SHUTTERS <br />DTL - DETAIL RS - ROUGH SAWN <br />Q GUARDRAILS - CHAP. 3 <br />SH 1.1 <br />HURRICANE SHUTTERS <br />DIA - DIAMETER SC - SOLID CORE <br />SH 1.2 <br />HURRICANE SHUTTERS <br />DIP/I - DIMENSION SCP -SCUPPER <br />Q STAIRS - CHAP. 3 <br />SH 1.3 <br />HURRICANE SHUTTERS <br />DISCON -DISCONNECT SCRN -SCREEN <br />SH 1.4 <br />HURRICANE SHUTTERS <br />DW - DISHWASHER SIM - SIMILAR <br />DR -DOOR SHLVS -SHELVES <br />Q CHIMNEY & FIREPLACE <br />SH 1.5 <br />HURRICANE SHUTTERS <br />DBL -DOUBLE S/R -SHELF &ROD <br />CHAP. 10 <br />WP1.0 <br />WATERPROOFING DETAILS <br />DWG - DRAWING SH - SINGLE HUNG WINDOW <br />EA -EACH SGD - SLIDING GLASS DOOR <br />Q EGRESS WINDOWS <br />ELEC - ELECTRICAL SPECS - SPECIFICATIONS <br />CHAP, 3 <br />ELEV - ELEVATOR SQ FT - SQUARE FEET <br />EQ -EQUAL SQ IN - SQUARE INCH <br />5. ALL OPENINGS SHALL COMPLY WITH 2O20 FBC RESIDENTIAL WIND LOADS AS <br />EQUP - EQUIPMENT STD -STANDARD <br />STATED BELOW. ATTACHMENTS OF WINDOWS, DOORS, SLIDING GLASS DOORS <br />EXP JT - EXPANSION JOINT STL -STEEL <br />AND O.H. GARAGE DOORS ARE TO DELEGATED THE MANUFACTURER OF THESE <br />EXT - EXTERIOR STRUCT -STRUCTURAL <br />ITEMS. THE MANUFACTURER OF THESE ITEMS SHALL SUBMIT ATTACHMENTS FOR <br />FIN FLR - FINISHED FLOOR TEMP -TEMPERED <br />SITE INSTALLATION. <br />FIN - FIN THK - THICK OR THICKNESS <br />EW - EACH WAY TB - TOWEL BAR <br />FG FIXED GLASS <br />SEE ATTACHED SPECIFICATION SHEETS FOR MANUFACTURERS DESIGN CRITERIA <br />- TOC - TOP OF CONCRETE <br />FD - FLOOR DRAIN TOM - TOP OF MASONRY <br />AND INSTALLATION METHODS FOR WINDOWS, DOORS, SLIDING GLASS DOORS, <br />FE - FIRE EXTINGUISHER TOP - TOP OF PLATE <br />OVERHEAD GARAGE DOORS, AND ROOFING. <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 />FR DR - FRENCH DOOR VAC -VACUUM <br />GALV - GALVANIZED VAL -VALANCE <br />7. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18" OF <br />GA -GAUGE VERT - VERTICAL <br />FLR TO BE TEMPERED GLASS. (SECTION R308) <br />GB - GRAB BAR VIF -VERIFY IN FIELD <br />GFI / GFCI - GROUND FAULT CIRCUIT INTERRUPTOR VTR - VENT THROUGH ROOF <br />DIMENSIONING: <br />GLS -GLASS V -VOLT <br />GWB - GYPSUM WALL BOARD WC - WATER CLOSET <br />GYPBRD - GYPSUM BOARD WH - WATER HEATER <br />INDICATED <br />A. DIMENSIONS INDICATED ARE TO: <br />A.DI <br />HD -HEAD WL - WIND LOAD <br />CMU WALL: OUTSIDE FACE OF WALL <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 />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 />LVL - LAMINATED VENEER LUMBER <br />A.4.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING <br />LT - LAUNDRY TUB <br />LGT -LIGHT <br />A.4.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING <br />MAX - MAXIMUM <br />A.5. DOOR OPENINGS: <br />MATL - MATERIAL <br />A.5.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING <br />MFR -MANUFACTURER <br />A.5.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING <br />MECH - MECHANICAL <br />A.5.3. INTERIOR FRAMED WALLS: ADJACENT TO SIDE WALL: 5" RETURN MEASURED <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 />+ <br />OF DOOR <br />A.6. SPECIAL AND CODE REQUIRED CLEARANCES - AS INDICATED ON PLANS OR FINISH <br />SURFACE TO FINISH SURFACE <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 />�A = STAIR CALL OUT HEIGHT OF SHEET NUMBER <br />STEP DOWN 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 />FOOTING CALL OUT - STEP DOWN ARROW SHOWS <br />O = SEE FOOTING <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 />= KEYNOTE CALL OUT DIRECTION OF VIEW MARKER <br />C <br />C.5. DOORS AND WINDOWS <br />1 <br />D. FLOOR ELEVATIONS ARE INDICATED TO THE FACE OF THE STRUCTURAL SLAB - <br />ELEV NUMBER <br />UNLESS OTHERWISE NOTED <br />A9 ARROW SHOWS <br />PRE -CAST LINTEL CALL SHEET NUMBER DIRECTION OF CUT <br />OUT - SEEENTEL 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 />SCH ELEVEXTERIOR ATION MARKER Al SECTION NUMBER <br />F. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF THE <br />1 <----ELEV NUMBER SHEET NUMBER <br />STRUCTURAL MATERIAL ABOVE AS SCHEDULED <br />G. DIMENSIONS SHOWN ON THE DRAWINGS SHALL INDICATE THE REQUIRED SIZE, <br />LEDGER CALL CUT -SEE SHEET NUMBER <br />LEDGER SCHEDULE 4 A15 2 <br />CLEARANCE AND DIMENSIONAL RELATIONSHIP BETWEEN PROJECT SYSTEMS AND <br />R C t" <br />:ARROW <br />COMPONENTS - DIMENSIONS SHALL NOT BE DETERMINED BY SCALING THE <br />L SHOWS LOCATION OF CUT <br />DRAWINGS. <br />3 DIRECTION OF VIEW <br />M 31 2Q <br />MULTI VIEW INTERIOR SECTION <br />ELEVATION MARKER MARKER <br />MAR 2 5 2023 <br />VR/ <br />L N NAFZsw <br />Virtual Review Assist, Inc. <br />Plans Review completed and approved <br />for compliance with the 2020 FBC 7th Edition <br />by Debra Anne Klahr PX2300 <br />LENNAR TAMPA DIVISION <br />4600 W CYPRESS ST, SUITE 200 <br />NOTICE TO BUILDER &ALL SUBCONTRACTORS <br />TAMPA FL 33607 <br />} <br />IT IS THE INTENT OF DESIGN PROFESSIONAL LISTED IN THE TITLE <br />813.574.5700 <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 />' <br />CONSTRUCTION MUST BE IN ACCORDANCE TO THE INFORMATION <br />FOUND IN THESE DOCUMENTS. ANY QUESTIONS REGARDING THE <br />2216 <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 />NO <br />LO <br />N <br />o <br />00 <br />o0 w <br />e <br />O <br />�- w <br />Ln (1) L0 <br />W L 1 U <br />M o0 <br />a, <br />N % <br />CO 0 <br />4� C: W L 2 O <br />p <br />0 w Q N <br />M <br />N a`. o E _ <br />N � p a a <br />LLI U- Uj O I- <br />ui W F-~ x =E; xg�ez� <br />0 W xa� J<0::ou¢,LLo°° Jo <br />I- cyW W Wozc�x00C3zz <br />0 O cn�aCL wcnwu �_ZLL�¢p <br />LL OW �_�2YZQQ Q <br />O Q U D a X <br />LL �- ¢ LL <br />O <br />Z W <br />OF- <br />5 <br />M O <br />Q � M LO <br />�EL ��ti <br />I- tY 0- M <br />z <� 11 � � <br />zv� <br />w� <br />J O <br />(0 <br />I I I <br />EDI I <br />O o 0 0 0 0 <br />Nrq o <br />- N O <br />0o <br />o o �- o <br />Z <br />O <br />NU-) W o 0 0 o <br />N 'q LO I i <br />I r%Cr <br />_V Z <br />Zz <br />OQ W <br />Q WLL,o 0 <br />m o U UUFn <br />::)z5; <br />Lr) O o 0 <br />Q Z a�a <br />r� 9L.0 I- 0Wa <br />N = F-�W <br />`J 2 <br />N W Zoo <br />LU(0 2 2~O <br />O z n z LL <br />Mz <br />O U _j <br />MM0 <br />W � <br />Q <br />z <br />C S <br />uzi <br />LLJ(jo <br />o <br />O LAST PLOT DATE <br />z 0 <br />.I COVER SHEET <br />