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ABBREVIATIONS <br />GENERAL NOTES <br />VERSION CHANGES <br />INDEX OF DRAWINGS <br />ABV - ABOVE MLDG - MOULDING <br />THE FOLLOWING TECHINCAL CODES SHALL APPLY: <br />VERSION <br />DESCRIPTION OF CHANGES <br />SHT NO: <br />TITLE <br />1.1 <br />CLIENT COMMENTS - ADDED LED LIGHT TO FOYER CEILING <br />CS <br />COVER SHEET <br />AFF - ABOVE FINISH FLOOR MNT - MOUNT OR MOUNTING <br />AHU - AIR HANDLER UNIT MO - MASONRY OPENING <br />2020 FLORIDA BUILDING CODE RESIDENTIAL, PLUMBING, MECHANICAL, FUEL GAS, <br />2.0 <br />FLORIDA BUILDING CODE 6TH EDITION (2017) UPDATE <br />A/C - AIR CONDITIONING MUNT - MUNTINS <br />ENERGY EFFICIENCY, ACCESSIBILITY, AND NFPA 70 NATIONAL ELECTRICAL CODES 2017 <br />Al <br />FOUNDATION PLAN <br />ALUM - ALUMINUM # -NUMBER <br />A2 <br />1 STAND 2ND FLOOR PLAN <br />AT - ALUMINUM THRESHOLD OC - ON CENTER <br />2020 FBC PLUMBING RESIDENTIAL SECTION 604 <br />3.0 <br />ADDED OFF RIDGE VENT FOR ROOF VENTILATION <br />A3 <br />DETAILS <br />4.0 <br />PLAN REVISIONS <br />AB -ANCHOR BOLT OGD -OVERHEAD GARAGE DOOR <br />AVG <br />1. TANK TYPE WATER CLOSET VOLUME <br />A4 <br />2ND FLOOR - ROOF FRAMING PLAN <br />-AVERAGE OPNG - OPENING <br />BFE -BASE FLOOD ELEVATION OPP -OPPOSITE <br />1.6 GALLONS <br />A5 <br />EXTERIOR ELEVATIONS &ROOF PLAN <br />5.0 <br />PERMIT COMMENT REVISION <br />BM -BEAM OPT - OPTIONAL <br />A6 <br />1ST & 2ND FLOOR ELECTRICAL PLAN <br />6.0 <br />TYPICAL TRUSS CONNECTOR REVISION <br />BLK -BLOCK OH - OVER HANG <br />2. WATER - FLOW RATE. <br />A7 <br />INTERIOR ELEVATIONS <br />BLDG - BUILDING OH CABS- OVERHEAD CABS <br />BIRD -BOARD PNT - PAINT FINISH <br />PUBLIC FACILITIES LAV 0.5 G.P.M. <br />PRIVATE FACILITIES LAV 2.2 G.P.M. <br />SNO <br />STRUCTURAL NOTES <br />7.0 <br />FLORIDA BUILDING CODE 7TH EDITION (2020) UPDATE <br />BRG -BEARING PTD -PAINTED <br />SHOWER HEADS 2.5 G.P.M. <br />SN1 <br />STRUCTURAL NOTES <br />8.0 <br />ADDING K, L, M ELEVATIONS <br />BTM - BOTTOM PIED -PEDESTAL <br />S3M/S <br />FOUNDATION DETAILS <br />BUC - BUILT UP COLUMN PERF -PERFORATED <br />3. ALL PLUMBING WATER LINES <br />S4 <br />FRAME WALL DETAILS <br />CAB - CABINET PLT -PLATE <br />TO BE CPVC <br />S5 <br />ROOF FRAMING DETAILS <br />CD - CONSTRUCTION DOCUMENTS PLYWD - PLYWOOD <br />S6M/S <br />WALL SECTION DETAILS <br />CLG - CEILING PKT -POCKET <br />CLG HT - CEILING HEIGHT LB -POUND <br />VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO <br />SS <br />RETRO FIT DETAILS <br />CEMT - CEMENTITIOUS PSF - POUNDS PER SQUARE FOOT <br />JOBSITE CONDITIONS <br />ST <br />STAIR DETAILS <br />CL - CENTERLINE PSI - POUNDS PER SQUARE <br />COL -COLUMN PT - PRESSURE TREATED <br />THE FOLLOWING SHALL COMPLY WITH THE 2020 FBC <br />S11 <br />PRECAST DETAILS <br />CONC - CONCRETE PB - PUSH BUTTON <br />RESIDENTIAL CODE <br />S12 <br />PRECAST DETAILS <br />CMU - CONCRETE MASONRY UNIT REF - REFRIGERATOR <br />PA1.0 <br />PRODUCT APPROVAL INFO <br />CONST - CONSTRUCT OR CONSTRUCTION RECP -RECEPTACLE <br />❑ PORCHES AND BALCONIES <br />PA1.1 <br />PRODUCT APPROVAL INFO <br />CONT - CONTINUOUS OR CONTINUES REINF - REINFORCING <br />CHAP. 3 <br />PA1.2 <br />PRODUCT APPROVAL INFO <br />CTR -CENTER REQD - REQUIRED <br />cJ - CONTROL JOINT R/A - RETURN AIR <br />Q HANDRAILS - CHAP. 3 <br />PA 1.3 <br />PRODUCT APPROVAL INFO <br />DP - DEEP OR DEPTH RO - ROUGH OPENING <br />SH .0 <br />HURRICANE SHUTTERS <br />DTL -DETAIL IRS -ROUGH SAWN <br />❑ GUARDRAILS - CHAP. 3 <br />SH 1.1 <br />HURRICANE SHUTTERS <br />DIA - DIAMETER SC - SOLID CORE <br />SH 1.2 <br />HURRICANE SHUTTERS <br />DIM - DIMENSION SCP -SCUPPER <br />❑ STAIRS - CHAP. 3 <br />SH 1.3 <br />HURRICANE SHUTTERS <br />DISCON - DISCONNECT SCRN -SCREEN <br />DW - DISHWASHER SIM -SIMILAR <br />SH 1.4 <br />HURRICANE SHUTTERS <br />DR -DOOR SHLVS -SHELVES <br />❑CHIMNEY &FIREPLACE <br />SH 1.5 <br />HURRICANE SHUTTERS <br />DBL - DOUBLE S/R - SHELF & ROD <br />CHAP. 10 <br />W131.0 <br />WATERPROOFING DETAILS <br />DWG - DRAWING SH - SINGLE HUNG WINDOW <br />EA -EACH SGD - SLIDING GLASS DOOR <br />❑ 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 />FIN FLR - FINISHED FLOOR TEMP -TEMPERED <br />INSTALLATION. <br />FIN - FIN THK - THICK OR THICKNESS <br />EW - EACH WAY TB - TOWEL BAR <br />SEE ATTACHED SPECIFICATION SHEETS FOR MANUFACTURERS DESIGN CRITERIA AND <br />FG - FIXED GLASS TOC - TOP OF CONCRETE <br />INSTALLATION METHODS FOR WINDOWS, DOORS, SLIDING GLASS DOORS, OVERHEAD <br />FD - FLOOR DRAIN TOM - TOP OF MASONRY <br />GARAGE DOORS, AND ROOFING. <br />FE - FIRE EXTINGUISHER TOP - TOP OF PLATE <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 SHOWER <br />FTG - FOOTING UNO - UNLESS NOTED OTHERWISE <br />ENCLOSURES TO BE TEMPERED GLASS <br />FR DR - FRENCH DOOR VAC -VACUUM <br />GALV - GALVANIZED VAL -VALANCE <br />7. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18" OF FLR <br />GA -GAUGE VERT - VERTICAL <br />TO BE TEMPERED GLASS. (SECTION R308) <br />GB - GRAB BAR VIF - VERIFY IN FIELD <br />GFI / GFCI - GROUND FAULT CIRCUIT INTERRUPTOR VTR -VENT THROUGH ROOF <br />DIMENSIONING: <br />GLS -GLASS V - VOLT <br />GWB - GYPSUM WALL BOARD WC - WATER CLOSET <br />A. DIMENSIONS INDICATED ARE TO: <br />GYPBRD - GYPSUM BOARD WH - WATER HEATER <br />A.1. CMU WALL: OUTSIDE FACE OF WALL <br />HD -HEAD WL - WIND LOAD <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 />HC - HANDICAP WDW - WINDOW <br />FURRING\ <br />INSUL - INSULATION W/ - WITH <br />A.3. EXTERIOR FRAMED WALLS: TO OUTSIDE FACE OF STRUCTURAL <br />INT - INTERIOR WD - WOOD <br />CORE -STUD <br />LVL - LAMINATED VENEER LUMBER <br />A.4. WINDOW OPENINGS: <br />LT - LAUNDRY TUB <br />A.4.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING <br />LGT - LIGHT <br />A.4.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING <br />MAX - MAXIMUM <br />A.S. DOOR OPENINGS: <br />MATL -MATERIAL <br />MFR -MANUFACTURER <br />A.5.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING <br />MECH - MECHANICAL <br />A.5.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING <br />MTL - METAL <br />A.5.3. INTERIOR FRAMED WALLS: ADJACENT TO SIDE WALL: 5" RETURN <br />Mc - MEDICINE CABINET <br />MEASURED FROM THE FINISH FACE OF ADJACENT WALL TO INTERIOR <br />MIN - MINIMUM <br />FACE OF DOOR FRAME <br />A.5.4. INTERIOR FRAMED WALLS: AWAY FROM SIDE WALLS: DIMENSIONED TO <br />CENTER OF DOOR <br />A.6. SPECIAL AND CODE REQUIRED CLEARANCES - AS INDICATED ON PLANS OR <br />SYMBOL LEGEND. <br />FINISH SURFACE TO FINISH SURFACE <br />A.6.1. EXAMPLE: 3 -0rCLEAR INSIDE FINISH FOR ADA TRANSFER SHOWER <br />_ <br />B. ALIGNMENT OF WALLS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, <br />�A = STAIR CALL OUT HEIGHT OF 1 ----SHEET NUMBER <br />DOWN <br />TRUE AND PLUMB. <br />\STEP <br />1 INT ELEV NUMBER <br />C. THE PRIORITY FOR PROJECT DIMENSIONS SHALL BE IN THE FOLLOWING <br />FOOTING CALL OUT - <br />A = SEE FOOTING S rEP DOWN ARROW SHOWS <br />CALLOUT <br />ORDER: <br />C.1. CODE MINIMUM - MAXIMUM DIMENSIONS AND CLEARANCES <br />SCHEDULE DIRECTION OF VIEW <br />C.2. LOAD BEARING CONCRETE MASONRY UNIT WALLS <br />ARROW SHOWS INTERIOR ELEVATION <br />O = KEYNOTE CALL OUT DIRECTION OF VIEW MARKER <br />C.3. FRAMED WALLS EXTERIOR <br />CA. FRAMED WALLS INTERIOR <br />1ELEV NUMBER <br />4A9 <br />C,5. DOORS AND WINDOWS <br />ARROW SHOWS <br />D. FLOOR ELEVATIONS ARE INDICATED TO THE FACE OF THE STRUCTURAL SLAB - <br />PRE -CAST LINTEL CALL SHEET NUMBER DIRECTION OF CUT <br />Oq = OUT - SEE LENTEL EXTERIOR 1 <br />UNLESS OTHERWISE NOTED <br />SCHEDULE ELEVATION MARKER A11 SECTION NUMBER <br />E. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO THE <br />FACE OF MATERIAL AT THE DIMENSION POINT - UNLESS OTHERWISE NOTED <br />1 ` -ELEV NUMBER SHEET NUMBER <br />F. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF <br />LG-2 LEDGER CALL OUT - SEE SHEET NUMBER <br />THE STRUCTURAL MATERIAL ABOVE AS SCHEDULED <br />LEDGER SCHEDULE 4 A15 2 <br />G. DIMENSIONS SHOWN ON THE DRAWINGS SHALL INDICATE THE REQUIRED SIZE, <br />,( ARROW SHOWS LOCATION OF CUT <br />CLEARANCE AND DIMENSIONAL RELATIONSHIP BETWEEN PROJECT SYSTEMS <br />3 DIRECTION OF VIEW <br />AND COMPONENTS - DIMENSIONS SHALL NOT BE DETERMINED BY SCALING <br />MULTI VIEW INTERIOR SECTION <br />THE DRAWINGS. <br />ELEVATION MARKER MARKER <br />L F= N NA F48M <br />'r,ual Review Assist, Inc. <br />`F <br />iris Review completed and proved <br />y., ,;cmpliance with the 2020 FBC 7th <br />LENNAR TAMPA DIVSION <br />=G 1�?i1 bv DebraAnne Klahr PX2300 <br />4600 W CYPRESS ST, SUITE 200 <br />NOTICE TO BUILDER & ALL SUBCONTRACTORS <br />TAM PA, FL 33607 <br />IT IS THE INTENT OF DESIGN PROFESSIONAL LISTED IN THE TITLE <br />813.574.5700 <br />BLOCK THAT THESE DOCUMENTS ARE ACCURATE, PROVIDING <br />LICENSED PROFESSIONALS CLEAR INFORMATION. EVERY ATTEMPT <br />HAS BEEN MADE TO PREVENT ERRORS: THE BUILDER AND ALL <br />SUBCONTRACTORS ARE REQUIRED TO REVIEW ALL THE <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 />MISINTERPRETATIONS UNDETECTED AND NOT REPORTED TO THE <br />DESIGN PROFESSIONAL PRIOR TO CONSTRUCTION. ALL <br />CONSTRUCTION MUST BE IN ACCORDANCE TO THE INFORMATION <br />FOUND IN THESE DOCUMENTS. ANY QUESTIONS REGARDING THE <br />1871 ATLANTA <br />INFORMATION FOUND IN THESE PLANS SHOULD BE DIRECTED TO THE <br />DESIGN PROFESSIONAL LISTED IN THIS TITLE PAGE. NO BACK <br />CHARGES WILL BE CONSIDERED FOR REIMBURSEMENT BY THE <br />DESIGN PROFESSIONAL WITHOUT ADVANCED NOTIFICATION AND <br />APPROVAL BY THE DESIGN PROFESSIONAL. <br />I <br />N <br />0 <br />N <br />N <br />M <br />OF E'_0 <br />J ®- <br />LO <br />' <br />z <br />w <br />w <br />0 <br />z <br />n` <br />W <br />W <br />n' LO � E <br />i > 0 M O <br />Q M N <br />cn <br />U ° u ° <br />C <br />L r o <br />Oos (Dg <br />U <br />.gs <br />^^V,) <br />U w Q � <br />0 Eri <br />7W <br />V <br />L <br />- a <br />Lu <br />w <br />W g- w -' � �za <br />XQ <br />V <br />�>? 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