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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 />N <br />o <br />1.0 <br />PLAN REVISIONS <br />CS <br />COVER SHEET <br />A U - AIR HANDLER UNIT MO - MASONRY OPENING <br />Al <br />FOUNDATION PLAN <br />N <br />A/C -AIR CONDITIONING MUNT - MUNTINS <br />2020 FLORIDA BUILDING CODE RESIDENTIAL, PLUMBING, MECHANICAL, FUEL GAS, <br />2.0 <br />TRUSS CONNECTOR REVISION <br />A2 <br />FLOOR PLAN,, <br />ALUM -ALUMINUM # -NUMBER <br />ENERGY EFFICIENCY, ACCESSIBILITY, AND NFPA 70 NATIONAL ELECTRICAL CODES 2017 <br />A3 <br />ROOF FRAMING PLAN <br />3.0 <br />AT -ALUMINUM THRESHOLD OC - ON CENTER <br />FLORIDA BUILDING CODE 7TH EDITION 2020 UPDATE <br />( ) <br />_ . •c <br />- .d,., e <br />AB - ANCHOR BOLT OGD - OVERHEAD GARAGE DOOR <br />2020 FBC PLUMBING RESIDENTIAL SECTION 604 <br />A4 <br />A5 <br />ROOF PLAN <br />EXTERIOR ELEVATIONS <br />, , <br />o <br />4'% `.;ty <br />4.0 <br />GAS FIXTURES ADDED <br />AVG -AVERAGE OPNG -OPENING <br />1. TANK TYPE WATER CLOSET VOLUME <br />A6 <br />FLOOR ELECTRICAL PLAN <br />LO <br />BFE - BASE FLOOD ELEVATION OPP - OPPOSITE <br />1.6 GALLONS <br />�-' <br />BM -BEAM OPT - OPTIONAL <br />SNO <br />STRUCTURAL NOTES <br />.4, h <br />BLK -BLOCK OH - OVER HANG <br />2. WATER -FLOW RATE. <br />SN11 <br />STRUCTURAL NOTES <br />U., <br />BLDG - BUILDING OH CABS- OVERHEAD CABS <br />BRD -BOARD PNT PAINT FINISH <br />PUBLIC FACILITIES LAV 0.5 G.P.M. <br />S3M <br />FOUNDATION DETAILS <br />'�` '° w <br />�, ; a <br />- <br />BRG -BEARING PTD -PAINTED <br />PRIVATE FACILITIES LAV 2.2 G.P.M.`, <br />S4 <br />FRAME WALL DETAILS <br />� ' = <br />BTM - BOTTOM PED -PEDESTAL <br />SHOWER HEADS 2.5 G.P.M.r' <br />S5 <br />SS <br />ROOF FRAMING DETAILS <br />RETRO FIT DETAILS <br />� ,� '' 0 <br />, , • p <br />BUC -BUILT UP COLUMN PERF -PERFORATED <br />CAB - CABINET PLT -PLATE <br />3. ALL PLUMBING WATER LINES <br />S11 <br />PRECAST DETAILS <br />f <br />CD - CONSTRUCTION DOCUMENTS PLYWD - PLYWOOD <br />TO BE CPVC <br />S12 <br />PRECAST DETAILS <br />W <br />CLG - CEILING PKT -POCKET <br />PA1.0 <br />PRODUCT APPROVAL <br />p <br />CLG HT - CEILING HEIGHT LB -POUND <br />VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO <br />PA1.1 <br />PRODUCT APPROVAL <br />Q <br />CEMT - CEMENTITIOUS PSF - POUNDS PER SQUARE FOOT <br />JOBSITE CONDITIONS <br />PA1.2 <br />PRODUCT APPROVAL <br />CL - CENTERLINE PSI - POUNDS PER SQUARE <br />PA1.3 <br />PRODUCT APPROVAL <br />COL -COLUMN PT - PRESSURE TREATED <br />THE FOLLOWING SHALL COMPLY WITH THE 2020 FBC RESIDENTIAL <br />PA1.4 <br />PRODUCT APPROVAL <br />CONIC -CONCRETE PB - PUSH BUTTON <br />CODE <br />PA1.5 <br />PRODUCT APPROVAL <br />CMU - CONCRETE MASONRY UNIT REF - REFRIGERATOR <br />CONST - CONSTRUCT OR CONSTRUCTION RECP -RECEPTACLE <br />Q PORCHES AND BALCONIES <br />SH 1.0 <br />HURRICANE SHUTTERS <br />V) N LO E <br />CONT - CONTINUOUS OR CONTINUES REINF - REINFORCING <br />CHAP. 3 <br />SH 1.1 <br />HURRICANE SHUTTERS <br />100 o 0 <br />CTR -CENTER REQD - REQUIRED <br />SH 1.2 <br />HURRICANE SHUTTERS <br />M 2 <br />CJ - CONTROL JOINT R/A - RETURN AIR <br />❑ HANDRAILS - CHAP. 3 <br />SH 1.3 <br />HURRICANE SHUTTERS <br />} OCn <br />DP - DEEP OR DEPTH RO - ROUGH OPENING <br />SH 1.4 <br />HURRICANE SHUTTERS <br />to U Q 0 <br />DTL - DETAIL RS - ROUGH SAWN <br />Q GUARDRAILS - CHAP. 3 <br />SH1.5 <br />HURRICANE SHUTTERS <br />Q <br />Q� u § <br />O <br />DIA - DIAMETER SC - SOLID CORE <br />WP1.0 <br />WATERPROOFING DETAILS <br />p 8 <br />DIM - DIMENSION SCP -SCUPPER <br />❑STAIRS - CHAP. 3 <br />a <br />•� U O < <br />DISCON -DISCONNECT SCRN - SCREEN <br />to w Q.N N <br />DW - DISHWASHER SIM - SIMILAR <br />t� ` cO <br />2 <br />DR -DOOR SHLVS -SHELVES <br />Q CHIMNEY & FIREPLACE <br />O "m <br />DEL - DOUBLE S/R - SHELF & ROD <br />CHAP. 10 <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 STATED <br />EQUP - EQUIPMENT 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 />(i <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 />FR DR - FRENCH DOOR VAC - VACUUM <br />W W <br />W w _j W z <br />GALV - GALVANIZED VAL -VALANCE <br />-GALIGE RT <br />AINFIELD <br />7. ALL WINDOWS WITHIN 24" OF DOORS INTERIOR & EXTERIOR AND WITHIN 18" OF FLR <br />C� W <br />ir ° _ o Q LL 0 o ° o <br />GB -GRABBAR VFGA <br />- VERIFY <br />TO BE TEMPERED GLASS. (SECTION R308) <br />Q <br />= ~ ~ <br />m° o o o o m° Z Q <br />�w�a��ZwW"���¢�� <br />GFI / GFCI- GROUND FAULT CIRCUIT INTERRUPTOR VTR - VENT THROUGH ROOF <br />DIMENSIONING: <br />Q Z <br />�¢ o w O i w z o w o o IL <br />GLS -GLASS V -VOLT <br />apw �_�<_ �Yi]2Q <br />GWB - GYPSUM WALL BOARD WC - WATER CLOSET <br />A. DIMENSIONS INDICATED ARE TO: <br />o ¢ ° p ° a <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 />1 <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 />N <br />INSUL - INSULATION W/ - WITH <br />A.3. EXTERIOR FRAMED WALLS: TO OUTSIDE FACE OF STRUCTURAL CORE -STUD <br />Z <br />W <br />INT - INTERIOR WD - WOOD <br />A.4. 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 />j <br />LGT - LIGHT <br />A.4.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING <br />O <br />MAX - MAXIMUM <br />A.S. 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 />1- COM O <br />Q t. <br />U-)MECH <br />- MECHANICAL <br />A.5.3. INTERIOR FRAMED WALLS: ADJACENT TO SIDE WALL: 5" RETURN MEASURED <br />J <br />Cl)L.L <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 U-) <br />MIN -MINIMUM <br />A.5.4. INTERIOR FRAMED WALLS: AWAY FROM SIDE WALLS: DIMENSIONED TO CENTER <br />a M <br />OF DOOR <br />A.6. SPECIAL AND CODE REQUIRED CLEARANCES - AS INDICATED ON PLANS OR FINISH <br />C <br />Q >- Q 00 <br />SURFACE TO FINISH SURFACE <br />A.6.1. EXAMPLE: 3'-0" CLEAR INSIDE FINISH FOR ADA TRANSFER SHOWER <br />,^ <br />•' J <br />Z j <br />SYMBOL LEGEND. <br />B. ALIGNMENT OF WALLS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE AND <br />�� <br />JLUMB. <br />�A = STAIR CALL OUT - HEIGHT OF SHEET NUMBER <br />\\STEP DOWN 1 INT ELEV NUMBER <br />C. THE PRIORITY FOR PROJECT DIMENSIONS SHALL BE IN THE FOLLOWING ORDER: <br />C.1. CODE MINIMUM - MAXIMUM DIMENSIONS AND CLEARANCES <br />O <br />d' <br />FOOTING CALL OUT - C STEP DOWN ARROW SHOWS <br />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 />DIRECTION OF VIEW MARKER <br />1 = KEYNOTE CALL OUT <br />/cELEVINIUMBER <br />C.5. DOORS AND WINDOWS <br />D. FLOOR ELEVATIONS ARE INDICATED TO THE FACE OF THE STRUCTURAL SLAB - <br />A9 ARROW SHOWS <br />UNLESS OTHERWISE NOTED <br />PRE -CAST LINTEL CALL SHEET NUMBER DIRECTION OF CUT <br />= 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 />� <br />SCHEDULE ELEVATION MARKER Al SECTION NUMBER <br />F. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF THE <br />MAR 2 5 <br />1 ELEV NUMBER SHEET NUMBER <br />STRUCTURAL MATERIAL ABOVE AS SCHEDULEDLEDGER <br />2023 <br />CALL OUT - <br />LEDGER SCHEDULE SEE 4 A15 SHEET NUMBER <br />G. DIMENSIONS SHOWN ON THE DRAWINGS SHALL INDICATE THE REQUIRED SIZE, <br />CLEARANCE AND DIMENSIONAL RELATIONSHIP BETWEEN PROJECT SYSTEMS AND <br />LOCATION OF CUT <br />COMPONENTS - DIMENSIONS SHALL NOT BE DETERMINED BY SCALING THE <br />r--ARROW SHOWS <br />3 DIRECTION OF VIEW <br />DRAWINGS. <br />MULTI VIEW INTERIOR SECTION <br />ELEVATION MARKER MARKER <br />O <br />o <br />o <br />Virtual Review Assist, Inc.0 <br />Plans Review completed and a <br />for compliance <br />o <br />N <br />CD <br />N <br />with the 2020 FBC 7th Edition <br />O <br />0 <br />0 <br />0 <br />I <br />! <br />! <br />! <br />by Debra Anne Klahr PX2300 <br />Z <br />� <br />0 <br />N <br />W <br />o <br />o <br />'^ <br />cV <br />c•i <br />RECEIVED <br />LI J <br />LO "It <br />' <br />CT <br />} <br />312023. <br />U)aZZw <br />N NARM.. <br />LE0 <br />,MAR <br />O�--+ <br />O <br />W <br />� <br />0 0 <br />Lo <br />=5; <br />-� <br />Z <br />a��a <br />Q <br />= <br />w=w <br />LENNAR TAMPA DIVISION <br />Ln <br />4600 W CYPRESS ST, SUITE 200 <br />rl <br />z°cn <br />W <br />>_ <br />CL(0 <br />NOTICE TO BUILDER & ALL SUBCONTRACTORS <br />TAM PA, FL 3360 7 <br />0 <br />z<�-:)l <br />oo <br />0 <br />Q <br />U <br />g W LL <br />IT IS THE INTENT OF DESIGN PROFESSIONAL LISTED IN THE TITLE <br />Z <br />dZ <br />813.574.5700 <br />BLOCK THAT THESE DOCUMENTS ARE ACCURATE, PROVIDING <br />Z <br />LICENSED PROFESSIONALS CLEAR INFORMATION. EVERY ATTEMPT <br />HAS BEEN MADE TO PREVENT ERRORS: THE BUILDER AND ALL <br />V <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 />MM <br />W <br />�1 <br />MISINTERPRETATIONS UNDETECTED AND NOT REPORTED TO THE <br />DESIGN PROFESSIONAL PRIOR TO CONSTRUCTION. ALL <br />z <br />Q <br />w <br />1450• <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 N <br />> O <br />LAST PLOT DATE <br />N <br />O <br />CHARGES WILL BE CONSIDERED FOR REIMBURSEMENT BY THE <br />. • <br />December 14, 2022 <br />DESIGN PROFESSIONAL WITHOUT ADVANCED NOTIFICATION AND <br />Z O <br />APPROVAL BY THE DESIGN PROFESSIONAL. <br />J <br />COVER SHEET <br />