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ABBREVIATIONS GENERAL NOTES VERSION CHANGES INDEX OF DRAWINGS ABV -ABOVE MLDG - MOULDING THE FOLLOWING TECHNICAL CODES SHALL APPLY: VERSION DESCRIPTION OF CHANGES SHT NO: TITLE AFF - ABOVE FINISH FLOOR MNT - MOUNT OR MOUNTING 1.0 PLAN REVISIONS CS COVER SHEET M AHU - AIR HANDLER UNIT MO - MASONRY OPENING Al FOUNDATION PLAN N A/C - AIR CONDITIONING MUNT - MUNTINS 2020 FLORIDA BUILDING CODE RESIDENTIAL, PLUMBING, MECHANICAL, FUEL GAS, 2.0 PLAN REVISIONS N ALUM - ALUMINUM # -NUMBER ENERGY EFFICIENCY, ACCESSIBILITY, AND NFPA 70 NATIONAL ELECTRICAL CODES 2017 A2 1ST AND 2ND FLOOR PLAN A 00 Q AT - ALUMINUM THRESHOLD OC - ON CENTER 3.0 TRUSS CONNECTOR REVISION A3 STAIR DETAILS i AB - ANCHOR BOLT OGD - OVERHEAD GARAGE DOOR 2020 FBC PLUMBING RESIDENTIAL SECTION 604 A4 FRAMING PLANS A 4.0 FLORIDA BUILDING CODE 7TH EDITION (2020) UPDATE A5 EXTERIOR ELEVATIONS &ROOF PLAN - - �,ay a AVG -AVERAGE OPNG -OPENING 1. TANK TYPE WATER CLOSET VOLUME A6.1 1ST FLOOR ELECTRICAL PLAN o' � ' ;�/ BFE - BASE FLOOD ELEVATION OPP - OPPOSITE 1.6 GALLONS 5.0 ADDING K, L & M ELEVATIONS y Lo BM -BEAM OPT - OPTIONAL A6.2 2ND FLOOR ELECTRICAL PLAN p, BLK -BLOCK OH - OVER HANG 6.0 ADDED SHEETS WP2.0 AND WP2.1 TO SHEET INDEX SNO STRUCTURAL NOTES ' a M 2. WATER - FLOW RATE. U. , I ,,, 4 Q BLDG -BUILDING OH CABS- OVERHEAD CABS SN1 STRUCTURAL NOTES PUBLIC FACILITIES LAV 0.5 G.P.M. u. . z BRD -BOARD PNT - PAINT FINISH o S3 FOUNDATION DETAILS �. ' W w BRG - BEARING PTD - PAINTED PRIVATE FACILITIES LAV 2.2 G.P.M. C�' �;, r� � BTM - BOTTOM PED -PEDESTAL SHOWER HEADS 2.5 G.P.M. S4 FRAME WALL DETAILS �j, + ¢ _ BUC - BUILT UP COLUMN PERF -PERFORATED S5 STRUCTURAL DETAILS t- �4,b , ` O S6 WALL SECTION DETAILS 4',• - - _ _ CAB - CABINET PLT -PLATE 3. ALL PLUMBING WATER LINES SS RETRO FIT DETAILS CD - CONSTRUCTION DOCUMENTS PLYWD - PLYWOOD TO BE CPVC ` '�,,•,1 CLG - CEILING PKT -POCKET ST STAIR DETAILS ., °. w CLG HT - CEILING HEIGHT LB -POUND VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO S11 PRECAST DETAILS w �� W CEMT - CEMENTITIOUS PSF - POUNDS PER SQUARE FOOT JOBSITE CONDITIONS S12 PRECAST DETAILS Q CL - CENTERLINE PSI - POUNDS PER SQUARE PA 1.0 PRODUCT APPROVAL COL - COLUMN PT - PRESSURE TREATED THE FOLLOWING SHALL COMPLY WITH THE 2020 FBC RESIDENTIAL PA 1.1 PRODUCT APPROVAL CONC -CONCRETE PB - PUSH BUTTON CODE PA 1.2 PRODUCT APPROVAL CMU - CONCRETE MASONRY UNIT REF - REFRIGERATOR PA 1.3 PRODUCT APPROVAL CONST - CONSTRUCT OR CONSTRUCTION RECP -RECEPTACLE ❑ PORCHES AND BALCONIES N N L E CONT - CONTINUOUS OR CONTINUES REINF - REINFORCING CHAP. 3 PA 1.4 PRODUCT APPROVAL > 0 o CTR -CENTER REQD - REQUIRED PA 1.5 PRODUCT APPROVAL p m N m CJ - CONTROL JOINT R/A - RETURN AIR ❑ HANDRAILS - CHAP. 3 SH 1.0 HURRICANE SHUTTERS } o Y) � M DP - DEEP OR DEPTH RO - ROUGH OPENING SH 1.1 HURRICANE SHUTTERS to V -0 - M DTL - DETAIL RS - ROUGH SAWN ❑ GUARDRAILS - CHAP. 3 SH 1.2 HURRICANE SHUTTERS E t DIA - DIAMETER SC - SOLID CORE 0 SH 1.3 HURRICANE SHUTTERS DIM -DIMENSION SCP -SCUPPER ❑ STAIRS - CHAP. 3 SH 1 A HURRICANE SHUTTERS U ° < DISCON - DISCONNECT SCRN -SCREEN SH 1.5 HURRICANE SHUTTERS ,N w aN DW - DISHWASHER SIM -SIMILAR CHIMNEY & FIREPLACE WP 1.0 WATERPROOFING DETAILS L• o E � DR -DOOR SHLVS -SHELVES ❑CHAP. 10 WP 2.0 WATERPROOFING DETAILS 70 0 ^ a DBL - DOUBLE S/R - SHELF & ROD DWG - DRAWING SH - SINGLE HUNG WINDOW WP 2.1 WATERPROOFING DETAILS EA -EACH SGD - SLIDING GLASS DOOR ❑ EGRESS WINDOWS ELEC - ELECTRICAL SPECS - SPECIFICATIONS CHAP. 3 ELEV - ELEVATOR SQ FT - SQUARE FEET EQ -EQUAL SQ IN - SQUARE INCH 5. ALL OPENINGS SHALL COMPLY WITH 2O20 FBC RESIDENTIAL WIND LOADS AS STATED EQUP - EQUIPMENT STD -STANDARD BELOW. ATTACHMENTS OF WINDOWS, DOORS, SLIDING GLASS DOORS AND O.H. EXP JT - EXPANSION JOINT STL -STEEL GARAGE DOORS ARE TO DELEGATED THE MANUFACTURER OF THESE ITEMS. THE EXT - EXTERIOR STRUCT -STRUCTURAL MANUFACTURER OF THESE ITEMS SHALL SUBMIT ATTACHMENTS FOR SITE FIN FLR - FINISHED FLOOR TEMP -TEMPERED INSTALLATION. FIN - FIN THK - THICK OR THICKNESS EW - EACH WAY TB - TOWEL BAR SEE ATTACHED SPECIFICATION SHEETS FOR MANUFACTURERS DESIGN CRITERIA FG - FIXED GLASS TOC - TOP OF CONCRETE AND INSTALLATION METHODS FOR WINDOWS, DOORS, SLIDING GLASS DOORS, FD - FLOOR DRAIN TOM - TOP OF MASONRY OVERHEAD GARAGE DOORS, AND ROOFING. FE - FIRE EXTINGUISHER TOP - TOP OF PLATE FLR -FLOOR TP - TOILET PAPER HOLDER FLOUR -FLUORESCENT TYP - TYPICAL 6. ALL DOORS INTERIOR & EXTERIOR ARE 6'-8" UNLESS OTHERWISE NOTED ALL FTG - FOOTING UNO - UNLESS NOTED OTHERWISE SHOWER ENCLOSURES TO BE TEMPERED GLASS LU FR DR - FRENCH DOOR VAC -VACUUM LU L� w < J � g o z GALV - GALVANIZED VAL - VALANCE 7. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18" OF FLR C7 W o 2 ¢ o a a Y o ° _o I- aw0�OZO�oommZ� U GA -GAUGE VERT - VERTICAL Q U ¢ a R _j W X o �' CL TO BE TEMPERED GLASS. (SECTION R308) Q CY CO o Z o- o o m o z GB -GRAB BAR VIF -VERIFY IN FIELD � _ GFI / GFCI- GROUND FAULT CIRCUIT INTERRUPTOR VTR - VENT THROUGH ROOF DIMENSIONING: O ¢ ¢ o w � ° z w z O w Ov o a. Uj GWB - GYPSUM WALL BOARD WC - WATER CLOSET O Z ¢ o ¢ o ~ o o GYPBRD - GYPSUM BOARD WH - WATER HEATER A. DIMENSIONS INDICATED ARE TO: HD -HEAD WL - WIND LOAD A.1. CMU WALL: OUTSIDE FACE OF WALL HVAC - HEATING, VENTILATING, AIR CONDITIONING WP -WEATHERPROOF A.2. INTERIOR FRAMED WALLS: PLAN WEST (OR PLAN NORTH) FROM FACE OF HT - HEIGHT WWM - WELDED WIRE MESH CORE -STUD HB - HOSE BIB W - WIDE OR WIDTH A.2.1. DIMENSIONS ARE NOT FROM ELEMENTS ATTACHED TO CORE STUD - I.E. O HC -HANDICAP WDW -WINDOW FURRING\ O INSUL - INSULATION W/ - WITH A.3. EXTERIOR FRAMED WALLS: TO OUTSIDE FACE OF STRUCTURAL CORE -STUD z CV INT - INTERIOR WD - WOOD W LVL -LAMINATED VENEER LUMBERA.4. WINDOW OPENINGS: 0� A.4.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING LT - LAUNDRY TUB S2 = ti LGT - LIGHT A.4.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING MAX - MAXIMUM A.5. DOOR OPENINGS: MATL - MATERIAL A.5.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING M O MFR -MANUFACTURER A.5.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING (n Co if MECH - MECHANICAL A.5.3. INTERIOR FRAMED WALLS: ADJACENT TO SIDE WALL: 5" RETURN MEASURED J MTL - METAL FROM THE FINISH FACE OF ADJACENT WALL TO INTERIOR FACE OF DOOR W V FRAME - MC - MEDICINE CABINET MIN -MINIMUM A.5.4. INTERIOR FRAMED WALLS: AWAY FROM SIDE WALLS: DIMENSIONED TO CENTER C,rj OF DOOR Q- r A.6. SPECIAL AND CODE REQUIRED CLEARANCES - AS INDICATED ON PLANS OR FINISH Z U O SURFACE TO FINISH SURFACE SYMBOL LEGEND. B. ALIGNMENT OF WALLS AND FINIISHES AS SCHEDUDE FINISH FOR LED SHALL BE R SHOWER z� BE STRAIGHT, TRUE AND (� PLUMB. W J O I I = STAIR CALL OUTHEIGHT OF q SHEET NUMBER STEP DOWN C. THE PRIORITY FOR PROJECT DIMENSIONS SHALL BE IN THE FOLLOWING ORDER: O CO INT ELEV NUMBER C.1. CODE MINIMUM - MAXIMUM DIMENSIONS AND CLEARANCES ' d' CFOOTING CALL OUT - STEP DOWN ARROW SHOWS C.2. LOAD BEARING CONCRETE MASONRY UNIT WALLS SEE FOOTING SCHEDULE CALLOUT DIRECTION OF VIEW C.3. FRAMED WALLS EXTERIOR ARROW SHOWS INTERIOR ELEVATION CA. FRAMED WALLS INTERIOR = KEYNOTE CALL OUT l DIRECTION OF VIEW MARKER C.5. DOORS AND WINDOWSJULZ 1 23 ELEV NUMBER D. FLOOR ELEVATIONS ARE INDICATED TO THE FACE OF THE STRUCTURAL SLAB - A9 ARROW SHOWS UNLESS OTHERWISE NOTED PRE -CAST LINTEL CALL SHEET NUMBER DIRECTION OF CUT E. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE = OUT - SEE LENTEL EXTERIOR 1 OF MATERIAL AT THE DIMENSION POINT - UNLESS OTHERWISE NOTED SCHEDULE ELEVATION MARKER Al SECTION NUMBER F. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF THE e i 1 <--ELEV NUMBER SHEET NUMBER STRUCTURAL MATERIAL ABOVE AS SCHEDULED G. DIMENSIONS SHOWN ON THE DRAWINGS SHALL INDICATE THE REQUIRED SIZE, Virtual Revie v As ist, Inc. LEDGER CALL OUT - SEE ans Review com P ete a d aRP y o e SHEET NUMBER CLEARANCE AND DIMENSIONAL RELATIONSHIP BETWEEN PROJECT SYSTEMS AND LEDGER SCHEDULE 4 A15 ror m � LOCATION OF CUT COMPONENTS - DIMENSIONS SHALL NOT BE DETERMINED BY SCALING THE pliance with th 20 0 C t di ion < -ARROW SHOWS DRAWINGS. DIRECTION OF VIEW y bra Anne 3 MULTI VIEW INTERIOR SECTION ELEVATION MARKER MARKER O o o c� M Lo N N IN Q N N I� M _OO a-)� �_ N O e- O Z O O Q O O O I O N � o 0 0 0 00 i L� w ni ri � ui co ' cr, >- 00 //� ZF- W QZ O W -� o W 130 Lo LE ()L)co N NARM �° oW>- Z a�a r- Q W o a LENNAR TAMPA DIVISION �In = m=��W � 4600 W CYPRESS ST SUITE 200 z NOTICE TO BUILDER & ALL SUBCONTRACTORS a. mg2 TAMPA, FL 33607 Q ZWW IT IS THE INTENT OF DESIGN PROFESSIONAL LISTED IN THE TITLE Z V az 813.574. 5700 BLOCK THAT THESE DOCUMENTS ARE ACCURATE, PROVIDING Z LICENSED PROFESSIONALS CLEAR INFORMATION. EVERY ATTEMPT V HAS BEEN MADE TO PREVENT ERRORS: THE BUILDER AND ALL O SUBCONTRACTORS ARE REQUIRED TO REVIEW ALL THE O INFORMATION CONTAINED IN THESE DOCUMENTS, PRIOR TO THE COMMENCEMENT OF ANY WORK. THE DESIGN PROFESSIONAL ARE MM NOT RESPONSIBLE FOR ANY PLAN ERRORS, OMISSIONS,OR W MISINTERPRETATIONS UNDETECTED AND NOT REPORTED TO THE Q DESIGN PROFESSIONAL PRIOR TO CONSTRUCTION. ALL z w C s CONSTRUCTION MUST BE IN ACCORDANCE TO THE INFORMATION FOUND IN THESE DOCUMENTS. ANY QUESTIONS REGARDING THE INFORMATION FOUND IN THESE PLANS SHOULD BE DIRECTED TO THE N DESIGN PROFESSIONAL LISTED IN THIS TITLE PAGE. NO BACK LAST PLOT DATE CHARGES WILL BE CONSIDERED FOR REIMBURSEMENT BY THE May 8, 2023 2551 DESIGN PROFESSIONAL WITHOUT ADVANCED NOTIFICATION AND Z O APPROVAL BY THE DESIGN PROFESSIONAL. J COVER SHEET