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ABBREVIATIONS <br />GENERAL NOTES <br />VERSION CHANGES <br />INDEX OF DRAWINGS <br />VERSION <br />DESCRIPTION OF CHANGES <br />SHT NO: <br />TITLE <br />ABV - ABOVE MLDG - MOULDING <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 />M <br />No <br />A/C - AIR CONDITIONING MUNT - MUNTINS <br />2020 FLORIDA BUILDING CODE RESIDENTIAL, PLUMBING, MECHANICAL, FUEL GAS, <br />2.0 <br />PLAN REVISIONS <br />A2 <br />1ST AND 2ND FLOOR PLAN A00 <br />N <br />ALUM - ALUMINUM # -NUMBER <br />ENERGY EFFICIENCY, ACCESSIBILITY, AND NFPA 70 NATIONAL ELECTRICAL CODES 2017 <br />A3 <br />STAIR DETAILS <br />" Lo <br />3.0 <br />TRUSS CONNECTOR REVISION <br />AT - ALUMINUM THRESHOLD OC - ON CENTER <br />A4 <br />FRAMING PLANS A <br />4.0 <br />FLORIDA BUILDING CODE 7TH EDITION (2020) UPDATE <br />AB - ANCHOR BOLT OGD - OVERHEAD GARAGE DOOR <br />AVG -AVERAGE OPNG -OPENING <br />2020 FBC PLUMBING RESIDENTIAL SECTION 604 <br />1. TANK TYPE WATER CLOSET VOLUME <br />A5 <br />EXTERIOR ELEVATIONS &ROOF PLAN <br />- - o <br />o <br />BFE -BASE FLOOD ELEVATION OPP - OPPOSITE <br />1.6 GALLONS <br />A6.1 <br />1ST FLOOR ELECTRICAL PLAN <br />�' ` d 00 <br />5.0 <br />ADDING K, L & M ELEVATIONS <br />BM -BEAM OPT - OPTIONAL <br />A6.2 <br />2ND FLOOR ELECTRICAL PLAN <br />BLK -BLOCK OH - OVER HANG <br />2. WATER - FLOW RATE. <br />6.0 <br />ADDED SHEETS WP2.0 AND WP2.1 TO SHEET INDEX <br />SNO <br />STRUCTURAL NOTES <br />ta-� " <br />� ; <br />BLDG - BUILDING OH CABS- OVERHEAD CABS <br />PUBLIC FACILITIES LAV 0.5 G.P.M. <br />SN1 <br />STRUCTURAL NOTES, <br />-z <br />BIRD -BOARD PNT - PAINT FINISH <br />BRG - BEARING PTD -PAINTED <br />PRIVATE FACILITIES LAV 2.2 G.P.M. <br />S3 <br />FOUNDATION DETAILS <br />0` 3; w <br />BTM - BOTTOM RED -PEDESTAL <br />SHOWER HEADS 2.5 G P.M. <br />S4 <br />S5 <br />FRAME WALL DETAILS <br />STRUCTURAL DETAILS <br />o j <br />, r{ <br />O <br />BUC -BUILT UP COLUMN PERF -PERFORATED <br />CAB - CABINET PLT -PLATE <br />3. ALL PLUMBING WATER LINES <br />S6 <br />WALL SECTION DETAILS <br />.w' Q <br />CD - CONSTRUCTION DOCUMENTS PLYWD - PLYWOOD <br />TO BE CPVC <br />SS <br />RETRO FIT DETAILS <br />r��J <br />CLG - CEILING PKT -POCKET <br />ST <br />STAIR DETAILS? <br />w <br />CLG HT - CEILING HEIGHT LB -POUND <br />VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO <br />S11 <br />PRECAST DETAILS <br />p <br />CEMT - CEMENTITIOUS PSF - POUNDS PER SQUARE FOOT <br />JOBSITE CONDITIONS <br />S12 <br />PRECAST DETAILS <br />Q <br />CL - CENTERLINE PSI - POUNDS PER SQUARE <br />PA 1.0 <br />PRODUCT APPROVAL <br />COL -COLUMN PT - PRESSURE TREATED <br />THE FOLLOWING SHALL COMPLY WITH THE 2020 FBC RESIDENTIAL <br />PA 1.1 <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 />CONST - CONSTRUCT OR CONSTRUCTION RECP -RECEPTACLE <br />Q PORCHES AND BALCONIES <br />PA 1.3 <br />PRODUCT APPROVAL <br />N � N L E <br />CONT - CONTINUOUS OR CONTINUES REINF - REINFORCING <br />CHAP. 3 <br />PA 1.4 <br />PRODUCT APPROVAL <br />> N o <br />i .= u <br />CTR -CENTER REQD - REQUIRED <br />PA 1.5 <br />PRODUCT APPROVAL <br />Q � c m <br />CJ - CONTROL JOINT R/A - RETURN AIR <br />❑ HANDRAILS - CHAP. 3 <br />SH 1.0 <br />HURRICANE SHUTTERS <br />-F- D O <br />V <br />DP - DEEP OR DEPTH RO -ROUGH OPENING <br />SH 1.1 <br />HURRICANE SHUTTERS <br />to _0w � m <br />DTL -DETAIL RS - ROUGH SAWN <br />Q GUARDRAILS - CHAP. 3 <br />SH 1.2 <br />HURRICANE SHUTTERS <br />` <br />� ° � 2 o <br />DIA -DIAMETER SC -SOLID CORE <br />SH 1.3 <br />HURRICANE SHUTTERS <br />o <br />p U- o^ o Q <br />DIM -DIMENSION SCP -SCUPPER <br />Q STAIRS - CHAP. 3 <br />SH 1.4 <br />HURRICANE SHUTTERS <br />- .� ° °' c <br />.N <br />Q <br />DISCON - DISCONNECT SCRN -SCREEN <br />DW <br />SH 1.5 <br />HURRICANE SHUTTERS <br />w N <br />L00 <br />-DISHWASHER SIM -SIMILAR <br />DR -DOOR SHLVS - SHELVES <br />Q CHIMNEY & FIREPLACE <br />WP 1.0 <br />WATERPROOFING DETAILS <br />o10 <br />CL <br />DBL - DOUBLE S/R - SHELF & ROD <br />CHAP. 10 <br />WP 2.0 <br />WATERPROOFING DETAILS <br />DWG -DRAWING SH -SINGLE HUNG WINDOW <br />WP 2.1 <br />WATERPROOFING DETAILS <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 STATED <br />EQUP - EQ1 JIPMENT 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 />FG - FIXED GLASS TOC - TOP OF CONCRETE <br />SEE ATTACHED SPECIFICATION SHEETS FOR MANUFACTURERS DESIGN CRITERIA <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 />° wf C w o <br />FR DR - FRENCH DOOR VAC -VACUUM <br />L <br />~ � a z x <br />GALV - GALVANIZED VAL -VALANCE <br />7. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18" OF FLR <br />Q U <br />o <br />� o X -j z c � o z U- a o <br />GA -GAUGE VERT - VERTICAL <br />GB - GRAB BAR VIF -VERIFY IN FIELD <br />TO BE TEMPERED GLASS. (SECTION R308) <br />Q I- <br />cn ° o o o o o ° z a <br />Z <br />U) W 0w w W T) i � <br />GFI / GFCI- GROUND FAULT CIRCUIT INTERRUPTOR VTR - VENT THROUGH ROOF <br />DIMENSIONING: <br />0 <br />0 Z <br />w w o� <br />¢ o w ¢ ? w z w u o a <br />GLS -GLASS V -VOLT <br />L <br />¢pw 2� _ �Y°QQ <br />GWB -GYPSUM WALL BOARD WC -WATER CLOSET <br />A. DIMENSIONS INDICATED ARE TO: <br />o Q ° ° ° ~ ¢ U- <br />GYPBRD - GYPSUM BOARD WH - WATER HEATER <br />HD -HEAD WL - WIND LOAD <br />A.1. 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 />O <br />O <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 />Z W <br />INT - INTERIOR WD - WOOD <br />AA. WINDOW OPENINGS: <br />O <br />LVL - LAMINATED VENEER LUMBER <br />LT - LAUNDRY TUB <br />A.4.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING <br />U) <br />LGT - LIGHT <br />A.4.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING <br />O <br />MAX - MAXIMUM <br />A.5. DOOR OPENINGS: <br />(O O <br />MATL - MATERIAL <br />MFR -MANUFACTURER <br />A.5.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING <br />A.5.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING <br />0 M O <br />Q co J � <br />MECH - MECHANICAL <br />A.5.3. INTERIOR FRAMED WALLS: ADJACENT TO SIDE WALL: 5" RETURN MEASURED <br />LL <br />MTL - METAL <br />FROM THE FINISH FACE OF ADJACENT WALL TO INTERIOR FACE OF DOOR <br />MC - MEDICINE CABINET <br />FRAME <br />Q W Q � <br />MIN -MINIMUM <br />A.5.4. INTERIOR FRAMED WALLS: AWAY FROM SIDE WALLS: DIMENSIONED TO CENTER <br />X IZ co <br />OF DOOR <br />A.6. SPECIAL AND CODE REQUIRED CLEARANCES - AS INDICATED ON PLANS OR FINISH <br />-� <br />0- <br />Q Q 00 <br />SYM BOL LEGEND. <br />SURFACE TO FINISH SURFACE <br />INSIDE DTRANSFER <br />z U �- <br />0 <br />B. ALIGNMENT OF WALLS AND FINISHES AS SCHEDULED SHALLE STRAIGHT, TRUE AND <br />LLl <br />= STAIR CALL OUT HEIGHT OF SHEET NUMBER <br />,c STEP DOWN 1 INT ELEV NUMBER <br />PLUMB.0 <br />C. THE PRIORITY FOR PROJECT DIMENSIONS SHALL BE IN THE FOLLOWING ORDER: <br />C.l. CODE MINIMUM - MAXIMUM DIMENSIONS AND CLEARANCES <br />J <br />'t <br />FOOTING CALL OUT - STEP DOWN ARROW SHOWS <br />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 />1 <br />C.5. DOORS AND WINDOWS <br />D. FLOOR ELEVATIONS ARE INDICATED TO THE FACE OF THE STRUCTURAL SLAB - <br />A9 ELEV NUMBER <br />ARROW SHOWS <br />UNLESS OTHERWISE NOTED <br />vL <br />PRE -CAST LINTEL CALL SHEET NUMBER DIRECTION OF CUT <br />�q = 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 />Vi <br />SCHEDULE ELEVATION MARKER A11 SECTION NUMBER <br />F. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF THE <br />ul <br />,� <br />Qyi <br />w;A <br />sist. <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 />for °m <br />Mari <br />w <br />ihtt <br />ee20 <br />Q ° <br />aP <br />rove <br />Y <br />bra <br />F <br />C 7th <br />Ed <br />tio❑ <br />LEDGER CALL OUT - SEE SHEET NUMBER <br />CLEARANCE AND DIMENSIONAL RELATIONSHIP BETWEEN PROJECT SYSTEMS AND <br />ripe <br />Kja <br />r PX230Ll <br />LEDGER SCHEDULE 4 A15 2 <br />COMPONENTS - DIMENSIONS SHALL NOT BE DETERMINED BY SCALING THE <br />f <br />LOCATION OF CUT <br />9 -- ARROW SHOWS <br />DIRECTION OF VIEW <br />DRAWINGS. <br />Lo <br />MULTI VIEW INTERIOR SECTION <br />ELEVATION MARKER MARKER <br />N <br />N <br />N <br />N <br />N <br />N <br />o <br />0 <br />0 <br />0 <br />0 <br />0 <br />O <br />W <br />O <br />C <br />O <br />O <br />c- <br />N <br />O <br />N <br />O <br />N <br />O <br />i <br />i <br />' <br />Z <br />O <br />Nw <br />Lo <br />i <br />o <br />c- <br />0 <br />N <br />6 <br />M <br />o <br />O <br />In <br />o <br />'6 <br />; <br />i <br />Lo <br />00 c^ <br />ZZ <br />VJ <br />� <br />QZ <br />O!,J <br />4-1 <br />uj <br />V <br />Z U) <br />woo <br />U U cn <br />N <br />~ <br />:.W00 _r <br />ow- <br />Z <br />Q <br />0 CD A <br />aw0- <br />af-¢ <br />LENNAR TAMPA DIVISION <br />ED w <br />4600 W CYPRESS ST, SUITE 200 <br />N <br />W <br />Zo° <br />NOTICE TO BUILDER &ALL SUBCONTRACTORS <br />. . <br />w <br />� <br />�~_ <br />TAMPA, FL 33607 <br />Q <br />0 <br />Zw° <br />O <br />U <br />0-z w� <br />IT IS THE INTENT OF DESIGN PROFESSIONAL LISTED IN THE TITLE <br />z <br />813.574. 5700 <br />BLOCK THAT THESE DOCUMENTS ARE ACCURATE, PROVIDING <br />Q <br />LICENSED PROFESSIONALS CLEAR INFORMATION. EVERY ATTEMPT <br />Q <br />HAS BEEN MADE TO PREVENT ERRORS: THE BUILDER AND ALL <br />(� <br />J <br />SUBCONTRACTORS ARE REQUIRED TO REVIEW ALL THE <br />O O <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 />w <br />MISINTERPRETATIONS UNDETECTED AND NOT REPORTED TO THE <br />DESIGN PROFESSIONAL PRIOR TO CONSTRUCTION. ALL <br />z <br />c s <br />Q <br />w <br />2551 <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 />UJ U-) <br />O <br />LAST PLOT DATE <br />w <br />CHARGES WILL BE CONSIDERED FOR REIMBURSEMENT BY THE <br />May 8, 2023 <br />DESIGN PROFESSIONAL WITHOUT ADVANCED NOTIFICATION AND <br />APPROVAL BY THE DESIGN PROFESSIONAL. <br />ZO <br />e J <br />COVER SHEET <br />