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ABBREVIATIONS <br />GENERAL NOTES <br />VERSION CHANGES <br />INDEX OF DRAWINGS <br />1 s <br />ABV - ABOVE MLDG - MOULDING <br />VERSION <br />DESCRIPTION OF CHANGES <br />SHT NO: <br />TITLE <br />AFF <br />- ABOVE FINISH FLOOR <br />MNT <br />- MOUNT OR MOUNTING <br />THE FOLLOWING TECHNICAL CODES SHALL APPLY: <br />co <br />NO <br />1.0 <br />PLAN REVISIONS <br />CS <br />COVER SHEET <br />AHU <br />- AIR HANDLER UNIT <br />MO <br />- MASONRY OPENING <br />Al <br />FOUNDATION PLAN <br />A/C <br />- AIR CONDITIONING <br />MUNT <br />- MUNTINS <br />2020 FLORIDA BUILDING CODE RESIDENTIAL, PLUMBING, MECHANICAL, FUEL GAS, <br />2.0 <br />TRUSS CONNECTOR REVISIONLO <br />A2 <br />FLOOR PLAN <br />.xv+ , <br />ALUM <br />- ALUMINUM <br /># <br />-NUMBER <br />ENERGY EFFICIENCY, ACCESSIBILITY, AND NFPA 70 NATIONAL ELECTRICAL CODES 2017 <br />F <br />AT <br />-ALUMINUM THRESHOLD <br />OC <br />- ON CENTER. <br />3.0 <br />FLORIDA BUILDING CODE 7TH EDITION (2020) UPDATE <br />A3 <br />ROOF FRAMING PLANLL'- <br />AB <br />-ANCHOR BOLT <br />OGD <br />- OVERHEAD GARAGE DOOR <br />2020 FBC PLUMBING RESIDENTIAL SECTION 604 <br />A4 <br />ROOF PLAN <br />ti <br />a'€-_ <br />' �'> 00 <br />4.0 <br />GAS FIXTURES ADDED <br />AVG <br />-AVERAGE <br />OPNG <br />- OPENING <br />1. TANK TYPE WATER CLOSET VOLUME <br />A5 <br />EXTERIOR ELEVATIONS <br />' <br />-Vj D uO <br />5.0 <br />ADDED SHEETS WP2.0 AND WP2.1 TO THE SHEET INDEX <br />BFE -BASE FLOOD ELEVATION OPP -OPPOSITE <br />BM -BEAM <br />1.6 GALLONS <br />A6 <br />SNO <br />FLOOR ELECTRICAL PLAN <br />STRUCTURALNOTES <br />a c <br />OPT <br />-OPTIONAL <br />BLK <br />-BLOCK <br />OH <br />- OVER HANG <br />2. WATER - FLOW RATE. <br />SN1 <br />STRUCTURAL NOTES <br />BLDG <br />BRID- <br />-BUILDING <br />B ARD <br />OH CABS- OVERHEAD CABS <br />PUBLIC FACILITIES LAV 0.5 G.P.M. <br />S3M <br />FOUNDATION DETAILSr:" <br />j'• <br />A �;��E � w <br />BRG <br />-BEARING <br />PNT <br />PTD <br />-PAINT FINISH <br />-PAINTED <br />PRIVATE FACILITIES LAV 2.2 G.P.M. <br />S4 <br />FRAME WALL DETAILS; <br />� <br />o <br />BTM <br />-BOTTOM <br />PED <br />-PEDESTAL <br />SHOWER HEADS 2.5 G.P.M. <br />S5 <br />ROOF FRAMING DETAILS <br />a <br />A <br />f o <br />BUC <br />- BUILT UP COLUMN <br />PERF <br />-PERFORATED <br />SS <br />RETRO FIT DETAILS <br />CAB <br />- CABINET <br />PLT <br />-PLATE <br />3. ALL PLUMBING WATER LINES <br />S11 <br />PRECAST DETAILS <br />�.: <br />w <br />CD <br />- CONSTRUCTION DOCUMENTS <br />PLYWD <br />- PLYWOOD <br />TO BE CPVC <br />S12 <br />PRECAST DETAILS=w <br />CLG <br />-CEILING <br />PKT <br />-POCKET <br />PA1.0 <br />PRODUCT APPROVAL <br />z <br />CLG HT <br />- CEILING HEIGHT <br />LB <br />-POUND <br />VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO <br />PA1.1 <br />PRODUCT APPROVAL <br />z <br />CEMT <br />- CEMENTITIOUS <br />PSF <br />- POUNDS PER SQUARE FOOT <br />JOBSITE CONDITIONS <br />PA1.2 <br />PRODUCT APPROVAL <br />CL <br />- CENTERLINE <br />PSI <br />- POUNDS PER SQUARE <br />PA1.3 <br />PRODUCT APPROVAL <br />COL <br />-COLUMN <br />PT <br />- PRESSURE TREATED <br />THE FOLLOWING SHALL COMPLY WITH THE 2020 FBC RESIDENTIAL <br />PA1.4 <br />PRODUCT APPROVAL <br />CONC <br />- CONCRETE <br />PB <br />- PUSH BUTTON <br />CODE <br />PA1.5 <br />PRODUCT APPROVAL <br />CMU <br />CONST <br />- CONCRETE MASONRY UNIT <br />- CONSTRUCT OR CONSTRUCTION <br />REF <br />RECP <br />- REFRIGERATOR <br />-RECEPTACLE <br />Q PORCHES AND BALCONIES <br />SH 1.0 <br />HURRICANE SHUTTERS <br />v) <br />0 L F <br />CONT <br />- CONTINUOUS OR CONTINUES <br />REINF <br />- REINFORCING <br />CHAP. 3 <br />SH 1.1 <br />HURRICANE SHUTTERS <br />6. ? 100 o u <br />CTR <br />-CENTER <br />REQD <br />- REQUIRED <br />SH 1.2 <br />HURRICANE SHUTTERS <br />0 M ai <br />CJ <br />- CONTROL JOINT <br />R/A <br />RETURN AIR <br />Q HANDRAILS - CHAP. 3 <br />SH 1.3 <br />HURRICANE SHUTTERS <br />4- <br />•� � <br />DP <br />-DEEP OR DEPTH <br />RO <br />-ROUGH OPENING <br />SH 1.4 <br />HURRICANE SHUTTERS <br />to <br />V M <br />�- :3 m <br />DTL <br />- DETAIL <br />RS <br />- ROUGH SAWN <br />Q GUARDRAILS - CHAP. 3 <br />SH 1.5 <br />HURRICANE SHUTTERS <br />Q) E .o t o <br />00 <br />DIA <br />- DIAMETER <br />SC <br />- SOLID CORE <br />WP1.0 <br />WATERPROOFING DETAILS <br />0 LL o o Q J- <br />DIM <br />-DIMENSION <br />SCP <br />-SCUPPER <br />Q STAIRS - CHAP. 3 <br />WP2.0 <br />WATERPROOFING DETAILS <br />•� <br />i U T <br />DISCON <br />- DISCONNECT <br />SCRN <br />-SCREEN <br />WP2.1 <br />WATERPROOFING DETAILS <br />Lu <br />DW <br />DR <br />- DISHWASHER <br />SIM <br />- SIMILAR <br />Q CHIMNEY & FIREPLACE <br />i ME � <br />o CO <br />-DOOR <br />SHLVS <br />-SHELVES <br />°17 <br />DBL - DOUBLE S/R - SHELF & ROD <br />CHAP. 10 <br />DWG <br />- DRAWING <br />SH <br />- SINGLE HUNG WINDOW <br />EA <br />-EACH <br />SGD <br />- SLIDING GLASS DOOR <br />Q EGRESS WINDOWS <br />ELEC <br />- ELECTRICAL <br />SPECS <br />- SPECIFICATIONS <br />CHAP. 3 <br />ELEV <br />-ELEVATOR <br />SQ FT <br />- SQUARE FEET <br />of <br />EQ <br />-EQUAL <br />SQ IN <br />- SQUARE INCH <br />5. ALL OPENINGS SHALL COMPLY WITH 2O20 FBC RESIDENTIAL WIND LOADS AS STATED <br />EQUP <br />- EQUIPMENT <br />STD <br />-STANDARD <br />BELOW. ATTACHMENTS OF WINDOWS, DOORS, SLIDING GLASS DOORS AND O.H. <br />d <br />EXP JT <br />- EXPANSION JOINT <br />STL <br />-STEEL <br />GARAGE DOORS ARE TO DELEGATED THE MANUFACTURER OF THESE ITEMS. THE <br />J\ <br />EXT <br />- EXTERIOR <br />STRUCT <br />-STRUCTURAL <br />MANUFACTURER OF THESE ITEMS SHALL SUBMIT ATTACHMENTS FOR SITE <br />FIN FLR <br />- FINISHED FLOOR <br />TEMP <br />-TEMPERED <br />INSTALLATION. <br />FIN <br />EW <br />- FIN <br />- EACH WAY <br />THK <br />TB <br />- THICK OR THICKNESS <br />- TOWEL BAR <br />SEE ATTACHED SPECIFICATION SHEETS FOR MANUFACTURERS DESIGN CRITERIA <br />�115 <br />FG <br />- FIXED GLASS <br />TOC <br />- TOP OF CONCRETE <br />FD <br />- FLOOR DRAIN <br />TOM <br />- TOP OF MASONRY <br />AND INSTALLATION METHODS FOR WINDOWS, DOORS, SLIDING GLASS DOORS, <br />FE <br />-FIRE EXTINGUISHER <br />TOP <br />-TOP OF PLATE <br />OVERHEAD GARAGE DOORS, AND ROOFING. <br />FLR <br />-FLOOR <br />TP <br />- TOILET PAPER HOLDER <br />FLOUR <br />- FLUORESCENT <br />TYP <br />- TYPICAL <br />6. ALL DOORS INTERIOR & EXTERIOR ARE 6-8" UNLESS OTHERWISE NOTED ALL <br />FTG <br />- FOOTING <br />UNO <br />- UNLESS NOTED OTHERWISE <br />SHOWER ENCLOSURES TO BE TEMPERED GLASS <br />dui c� wow <br />FR DR <br />-FRENCH DOOR <br />VAC <br />-VACUUM <br />W W <br />w p Q ¢ ¢ Y Z o z <br />GALV <br />- GALVANIZED <br />VAL <br />-VALANCE <br />7. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18" OF FLR <br />U <br />W <br />U ¢ = x J < o ;: o o o 0 _j o <br />GA <br />GB <br />-GAUGE <br />-GRAB BAR <br />VERT <br />VIF <br />- VERTICAL <br />-VERIFY IN FIELD <br />TO BE TEMPERED GLASS. (SECTION R308) <br />Q Q <br />f- <br />a 0 ¢ z ,� �" _ z 0 m o z ¢ ¢ <br />l= Cv���o c'�oomzz 0 <br />GFI / GFCI- GROUND FAULT CIRCUIT INTERRUPTOR VTR <br />- VENT THROUGH ROOF <br />DIMENSIONING: <br />C <br />O U)Wn j�nzLJ�u���¢=0 J <br />¢ ¢ 0 w Y c z w z o w 0 o a <br />Z LU 2 0 <br />GLS <br />-GLASS <br />V <br />-VOLT <br />¢ p w � w o ¢ <br />� a z <br />GWB <br />-GYPSUM WALL BOARD <br />WC <br />-WATER CLOSET <br />A. DIMENSIONS INDICATED ARE TO: <br />o <br />w ¢ 0 � ¢ w <br />GYPBRD <br />- GYPSUM BOARD <br />WH <br />- WATER HEATER <br />HD <br />-HEAD <br />WL <br />-WIND LOAD <br />A.1. CMU WALL: OUTSIDE FACE OF WALL <br />HVAC <br />- HEATING, VENTILATING, AIR CONDITIONING WP <br />- WEATHERPROOF <br />A.2. INTERIOR FRAMED WALLS: PLAN WEST (OR PLAN NORTH) FROM FACE OF <br />HT <br />- HEIGHT <br />WWM <br />- WELDED WIRE MESH <br />CORE -STUD <br />HB <br />- HOSE BIB <br />W <br />- WIDE OR WIDTH <br />A.2.1. DIMENSIONS ARE NOT FROM ELEMENTS ATTACHED TO CORE STUD - I.E. <br />O <br />HC <br />-HANDICAP <br />WDW <br />-WINDOW <br />FURRING\ <br />O <br />N <br />INSUL <br />- INSULATION <br />W/ <br />- WITH <br />A.3. EXTERIOR FRAMED WALLS: TO OUTSIDE FACE OF STRUCTURAL CORE -STUD <br />z <br />W <br />INT <br />LVL <br />- INTERIOR <br />WD <br />-WOOD <br />A.4. WINDOW OPENINGS: <br />LT <br />- LAMINATED VENEER LUMBER <br />-LAUNDRY TUB <br />AAA. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING <br />LGT <br />- LIGHT <br />A.4.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING <br />O <br />MAX <br />- MAXIMUM <br />A.5. DOOR OPENINGS: <br />O p <br />MATL <br />MFR <br />-MATERIAL <br />-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 />Q F- tM 0 <br />MECH <br />- MECHANICAL <br />A.5.3. INTERIOR FRAMED WALLS: ADJACENT TO SIDE WALL: 5" RETURN MEASURED <br />0- --1 <br />L <br />FROM THE FINISH FACE OF ADJACENT WALL TO INTERIOR FACE OF DOOR <br />V- <br />MC <br />- METAL CABINET <br />FRAME <br />W <br />MIN <br />- MINIMUM <br />A.5.4. INTERIOR FRAMED WALLS: AWAY FROM SIDE WALLS: DIMENSIONED TO CENTER <br />0� 0- co <br />OF DOOR <br />ry a � <br />A.6. SPECIAL AND CODE REQUIRED CLEARANCES -AS INDICATED ON PLANS OR FINISH <br />Q >- Q <br />SYMBOL <br />LEGEND. <br />SURFACE TO FINISH SURFACE <br />z U <br />A.6.1. EXAMPLE: 3'-0" CLEAR INSIDE FINISH FOR ADA TRANSFER SHOWER <br />z <br />B. ALIGNMENT OF WALLS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE AND <br />W <br />W <br />7A <br />= STAIR CALL OUT <br />HEIGHT OF SHEET NUMBER <br />STEP DOWN <br />NT ELEV NUMBER <br />tt�` <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 p0 <br />O <br />C <br />FOOTING CALL OUT - <br />SEE FOOTING <br />STEP DOWN <br />ARROW SHOWS <br />C.2. LOAD BEARING CONCRETE MASONRY UNIT WALLS <br />SCHEDULE <br />CALLOUT <br />DIRECTION OF VIEW <br />C.3. FRAMED WALLS EXTERIOR <br />ARROW SHOWS <br />INTERIOR ELEVATION <br />CA. FRAMED WALLS INTERIOR <br />= KEYNOTE CALL OUT <br />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 />ELEV NUMBER <br />UNLESS OTHERWISE NOTED <br />PRE -CAST LINTEL CALL <br />= OUT - SEE LENTEL <br />A9 <br />SHEET NUMBER <br />EXTERIOR 1 <br />ARROW SHOWS <br />DIRECTION OF CUT <br />E. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE <br />OF MATERIAL AT THE DIMENSION POINT - UNLESS OTHERWISE NOTED <br />SCHEDULE <br />ELEVATION MARKER <br />A11 <br />SECTION NUMBER <br />F. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF THE <br />1 <--ELEV NUMBER <br />SHEET NUMBER <br />STRUCTURAL MATERIAL ABOVE AS SCHEDULED <br />G. DIMENSIONS SHOWN ON THE DRAWINGS SHALL INDICATE THE REQUIRED SIZE, <br />LEDGER CAL! OUT - SEE <br />SHEET NUMBER <br />CLEARANCE AND DIMENSIONAL RELATIONSHIP BETWEEN PROJECT SYSTEMS AND <br />LEDGER SCHEDULE <br />4 A15 2 <br />COMPONENTS - DIMENSIONS SHALL NOT BE DETERMINED BY SCALING THE <br />�----ARROW SHOWS <br />LOCATION OF CUT <br />DRAWINGS. <br />- <br />3 DIRECTION OF VIEW <br />MULTI VIEW INTERIOR <br />SECTION <br />ELEVATION MARKER <br />MARKER <br />N N <br />JUL 0 5 2023 <br />N N <br />N, <br />N," r IN- <br />C) r N � <br />N <br />� i <br />O O <br />z <br />' <br />O <br />N <br />O O CD O O <br />Lo <br />W <br />�i c� ui I <br />LO <br />in <br />Virtual Review A*W* <br />COPlans <br />Review complete <br />W <br />z z <br />LE <br />N N ARM <br />for compliance with the 2020 FBC 7th Edition <br />by Debra Anne Klahr P 2 ' � <br />O <br />- <br />z w <br />W o zz z <br />woo <br />Lo-0ow- <br />Q <br />W <br />z <br />r <br />awa. <br />0: I— Q =W <br />LENNAR TAMPA DIVISION <br />_ .. <br />� wow <br />4600 <br />W CYPRESS ST, SUITE 200 <br />�-' °° <br />NOTICE TO BUILDER &ALL SUBCONTRACTORS <br />. . <br />LIJ <br />TAMPA FL 33607 <br />CO <br />O zwo <br />IT IS THE INTENT OF DESIGN PROFESSIONAL LISTED IN THE TITLE <br />N <br />U a-z <br />813.574.5700 <br />BLOCK THAT THESE DOCUMENTS ARE ACCURATE, PROVIDING <br />. . <br />=< <br />LICENSED PROFESSIONALS CLEAR INFORMATION. EVERY ATTEMPT <br />z <br />HAS BEEN MADE TO PREVENT ERRORS: THE BUILDER AND ALL <br />< <br />SUBCONTRACTORS ARE REQUIRED TO REVIEW ALL THE <br />O <br />0 <br />INFORMATION CONTAINED IN THESE DOCUMENTS, PRIOR TO THE <br />- <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 />¢ <br />z <br />C S <br />CONSTRUCTION MUST BE IN ACCORDANCE TO THE INFORMATION <br />FOUND IN THESE DOCUMENTS. ANY QUESTIONS REGARDING THELIJ <br />INFORMATION FOUND IN THESE PLANS SHOULD BE DIRECTED TO THE <br />DESIGN PROFESSIONAL LISTED IN THIS TITLE PAGE. NO BACK <br />> <br />zt <br />T_ <br />W <br />_j <br />o N <br />N <br />LAST PLOT DATE1450 ' <br />CHARGES WILL BE CONSIDERED FOR REIMBURSEMENT BY THE <br />May 8, 2023 <br />DESIGN PROFESSIONAL WITHOUT ADVANCED NOTIFICATION AND <br />- � <br />APPROVAL BY THE DESIGN PROFESSIONAL. <br />z <br />0 <br />® <br />j <br />COVER SHEET <br />