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ABBREVIATIONS GENERAL NOTES VERSION CHANGES INDEX OF DRAWINGS ABV -ABOVE MLDG - MOULDING VERSION DESCRIPTION OF CHANGES SHT NO: TITLE AFF - ABOVE FINISH FLOOR MNT - MOUNT OR MOUNTING THE FOLLOWING TECHNICAL CODES SHALL APPLY: 1.0 PLAN REVISIONS CS COVER SHEET AHU - AIR HANDLER UNIT MO - MASONRY OPENING N N A/C - AIR CONDITIONING MUNT - MUNTINS 2020 FLORIDA BUILDING CODE RESIDENTIAL, PLUMBING, MECHANICAL, FUEL GAS, 2.0 PLAN REVISIONS Al FOUNDATION PLAN A2 1ST AND 2ND FLOOR PLAN A N ALUM - ALUMINUM # -NUMBER ENERGY EFFICIENCY, ACCESSIBILITY, AND NFPA 70 NATIONAL ELECTRICAL CODES 2017 AT - ALUMINUM THRESHOLD OC - ON CENTER 3.0 TRUSS CONNECTOR REVISION A3 STAIR DETAILS N A4 FRAMING PLANS A AB - ANCHOR BOLT OGD - OVERHEAD GARAGE DOOR 2020 FBC PLUMBING RESIDENTIAL SECTION 604 4.0 FLORIDA BUILDING CODE 7TH EDITION 2020 UPDATE AVG -AVERAGE OPNG - OPENING 1. TANK TYPE WATER CLOSET VOLUME ( ) A5 EXTERIOR ELEVATIONS &ROOF PLAN �. C1 BFE - BASE FLOOD ELEVATION OPP - OPPOSITE 1A6.1 1ST FLOOR ELECTRICAL PLAN r` - - _ 00 BM -BEAM OPT - OPTIONAL .6 GALLONS 5.0 ADDING K, L & M ELEVATIONS A6.2 2ND FLOOR ELECTRICAL PLANBLK n BLDG - BUILDING OH - OVER HANG SNO STRUCTURAL NOTES ¢ OH CABS- OVERHEAD CABS ' WATER - FLOW RATE. BRD -BOARD SN1 STRUCTURAL NOTES o PNT -PAINT FINISH PUBLIC FACILITIES LAV 0.5 G.P.M. , P z BRG - BEARING PTD - PAINTED PRIVATE FACILITIES LAV 2.2 G.P.M. S3 FOUNDATION DETAILS BTM - BOTTOM PED -PEDESTAL SHOWER HEADS 2.5 G.P.M. DETAILS S4 FRAME WALL BUC -BUILT UP COLUMN PERF -PERFORATED S5 STRUCTURAL DETAILS ' ;` O CAB -CABINET PLT - PLATE 3. ALL PLUMBING WATER LINES S6 WALL SECTION DETAILS 0 CD -CONSTRUCTION DOCUMENTS PLYWD -PLYWOOD TO BE CPVC SS RETRO FIT DETAILS 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 CEMT - CEMENTITIOUS PSF - POUNDS PER SQUARE FOOT JOBSITE CONDITIONS =� -� S12 PRECAST DETAILS zz 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 Q PORCHES AND BALCONIES CONT - CONTINUOUS OR CONTINUES REINF - REINFORCING CHAP. 3 PA 1.4 PRODUCT APPROVAL > 0 u SH 1.0 HURRICANE SHUTTERS 0 M N �; CTR -CENTER READ -REQUIRED tom., CJ - CONTROL JOINT R/A - RETURN AIR 0 HANDRAILS - CHAP. 3 SH 1.1 HURRICANE SHUTTERS a-- •e= j ci 2 DP - DEEP OR DEPTH RO - ROUGH OPENING SH 1.2 HURRICANE SHUTTERS to V -0-0 0 DTL - DETAIL RS ROUGH SAWN E r DIA - DIAMETER 8 SC -SOLID CORE GUARDRAILS - CHAP. 3 SH 1.3 HURRICANE SHUTTERS � DIM - DIMENSION SCP -SCUPPER DISCON -DISCONNECT \SOH 114 HURRICANE SHUTTERS .N U Qg Q SCRN -SCREEN STAIRS - CHAP. 3 SH 1.5 HURRICANE SHUTTERS Z U p °' DR -DOOR DISHWASHER SIM - SIMILAR CHIMNEY & FIREPLACE L o � N _ 0 WATERPROOFING DETAILS SHLVS -SHELVES Q �I DBL -DOUBLE f- a DWG - DRAWING S/R - SHELF & ROD CHAP. 10 W SH - SINGLE HUNG WINDOW y A - ELECTRICAL SGD - SLIDING GLASS DOOR ❑ EGRESS WINDOWS Ed ELEV -ELEVATOR SPECS - SPECIFICATIONS CHAP. 3 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 FR DR - FRENCH DOOR VAC -VACUUM W '� rw- i cc z f GALV -GALVANIZED VAL - VALANCE 7. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18" OF FLR (� W W o m ¢ o ¢ ¢ � y o ° _o TO BE TEMPERED GLASS. (SECTION R308) Q o z w LL_ z M 0 o��¢ GA -GAUGE VERT -VERTICAL Q U a x m�� o m o o � GB - GRAB BAR VIF - VERIFY IN FIELD �- I- o W � o z o W ° � 0° z : � p GFI / GFCI- GROUND FAULT CIRCUIT INTERRUPTOR VTR - VENT THROUGH ROOF O O �' o a z o z ¢ o a GLS - GLASS V - VOLT (n Z ¢ ~ w � � , g Y DIMENSIONING: ¢¢ o w Z w z o w c� o a GWB - GYPSUM WALL BOARD WC - WATER CLOSET A. DIMENSIONS INDICATED ARE TO: g ¢ cr m o 25 � ¢ GYPBRD -GYPSUM BOARD WH -WATER HEATER HD - HEAD WL - WIND LOAD A.I. 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. HC - HANDICAP WDW - WINDOW FURRING\ INSUL - INSULATION W/ - WITH A.3. EXTERIOR FRAMED WALLS: TO OUTSIDE FACE OF STRUCTURAL CORE -STUD Z N INT - INTERIOR WD -WOOD W A.4. WINDOW OPENINGS: LVL - LAMINATED VENEER LUMBER A.4.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING ~ LT - LAUNDRY TUB A.4.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING (1) LGT - LIGHT MAX - MAXIMUM A.5. DOOR OPENINGS: p 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 MECH - MECHANICAL A.5.3. INTERIOR FRAMED WALLS: ADJACENT TO SIDE WALL: 5" RETURN MEASURED -t MTL - METAL FROM THE FINISH FACE OF ADJACENT WALL TO INTERIOR FACE OF DOOR W MC - MEDICINE CABINET FRAME Q Q MIN -MINIMUM A.5.4. INTERIOR FRAMED WALLS: AWAY FROM SIDE WALLS: DIMENSIONED TO CENTER OF DOOR A.6. SPECIAL AND CODE REQUIRED CLEARANCES - AS INDICATED ON PLANS OR FINISH Q >- Q 00 SURFACE TO FINISH SURFACE Z U F- SYM BOL LEGEND. A.6.1. EXAMPLE: 3'-0" CLEAR INSIDE FINISH FOR ADA TRANSFER SHOWER Z B. ALIGNMENT OF WALLS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE AND WuJ ❑A = STAIR CALL OUT HEIGHT OF SHEET NUMBER PLUMB. _j �O co STEP DOWN C. THE PRIORITY FOR PROJECT DIMENSIONS SHALL BE IN THE FOLLOWING ORDER: (p l�� l INT ELEV NUMBER C.1. CODE MINIMUM - MAXIMUM DIMENSIONS AND CLEARANCES W FOOTING CALL OUT - STEP DOWN ARROW SHOWS C.2. LOAD BEARING CONCRETE MASONRY UNIT WALLS SEE FOOTING CALLOUT DIRECTION OF VIEW C.3. FRAMED WALLS EXTERIOR SCHEDULE ARROW SHOWS INTERIOR ELEVATION CA. FRAMED WALLS INTERIOR = KEYNOTE CALL OUT DIRECTION OF VIEW MARKER C.5. DOORS AND WINDOWS 1 D. FLOOR ELEVATIONS ARE INDICATED TO THE FACE OF THE STRUCTURAL SLAB - A9 ELEV NUMBER 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 CD= 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 1 ELEV NUMBER SHEET NUMBER STRUCTURAL MATERIAL ABOVE AS SCHEDULED G. DIMENSIONS SHOWN ON THE DRAWINGS SHALL INDICATE THE REQUIRED SIZE, LEDGER CALL OUT - SEE LEDGER SCHEDULE 4 A15 2 SHEET NUMBER CLEARANCE AND DIMENSIONAL RELATIONSHIP BETWEEN PROJECT SYSTEMS AND LOCATION OF CUT COMPONENTS - DIMENSIONS SHALL NOT BE DETERMINED BY SCALING THE E---ARROW SHOWS DRAWINGS. 3 DIRECTION OF VIEW co MULTI VIEW INTERIOR SECTION ELEVATION MARKER MARKER O O O o- N N o0000 0 6 2022 ►� � M .�- OCT O N o GAD O) O N 0 I 7 O O - O O 1 Z 0 \I�AN a' ! Virtual Review Assist, Inc. W N 'i 4 6 1 t Plans Review completed and approved K LO qq for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 M r� Z� w vJ ¢Z 0 55 w -LE N NARM Lo�+-+ W 0 0 0 _V VU— 0 0W5 Z a -a LENNAR TAMPA DIVISION LO �n = Lux 4600 W CYPRESS ST, SUITE 200 r`' z NOTICE TO BUILDER & ALL SUBCONTRACTORS N zoo TAMPA, F L 33607 IT IS THE INTENT OF DESIGN PROFESSIONAL LISTED IN THE TITLE r Q U g W LL Z �z 813. 574. 5700 BLOCK THAT THESE DOCUMENTS ARE ACCURATE, PROVIDING =z LICENSED PROFESSIONALS CLEAR INFORMATION. EVERY ATTEMPT 2 Z z HAS BEEN MADE TO PREVENT ERRORS: THE BUILDER AND ALL O SUBCONTRACTORS ARE REQUIRED TO REVIEW ALL THE 0 CL 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 ¢ 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 co INFORMATION FOUND IN THESE PLANS SHOULD BE DIRECTED TO THE O DESIGN PROFESSIONAL LISTED IN THIS TITLE PAGE. NO BACK 0 LAST PLOT DATE2551 " CHARGES WILL BE CONSIDERED FOR REIMBURSEMENT BY THE �-+ July 21, 2022 DESIGN PROFESSIONAL WITHOUT ADVANCED NOTIFICATION AND O APPROVAL BY THE DESIGN PROFESSIONAL. COVER SHEET