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ABBREVIATIONS 71 <br />GENERAL NOTES <br />VERSION CHANGES <br />INDEX OF DRAWINGS <br />VERSION <br />DESCRIPTION OF CHANGES <br />SHT NO: <br />TITLE <br />ABV - ABOVE MLDG - MOULDING <br />THE FOLLOWING TECHNICAL CODES SHALL APPLY: <br />AFF - ABOVE FINISH FLOOR MNT - MOUNT OR MOUNTING <br />1.0 <br />CLIENT CHANGES <br />CS <br />COVER SHEET <br />o <br />AHU - AIR HANDLER UNIT MO - MASONRY OPENING <br />A/C - AIR CONDITIONING MUNT - MUNTINS <br />2020 FLORIDA BUILDING CODE RESIDENTIAL, PLUMBING, MECHANICAL, FUEL GAS, <br />2 0 <br />FLORIDA BUILDING CODE 6TH EDITION (2017) UPDATED <br />Al <br />A2 <br />FOUNDATION PLAN <br />1ST AND 2ND FLOOR PLAN <br />N <br />ALUM -ALUMINUM # -NUMBER <br />ENERGY EFFICIENCY, ACCESSIBILITY, NFPA 70 NATIONAL ELECTRICAL CODES 2017 <br />A2.1 <br />SALES OFFICE PLAN <br />N <br />AT - ALUMINUM THRESHOLD OC - ON CENTERh$`~` <br />AB - ANCHOR BOLT OGD -OVERHEAD GARAGE DOOR <br />2020 FBC PLUMBING RESIDENTIAL SECTION 604 <br />1. TANK TYPE WATER CLOSET VOLUME <br />3.0 <br />4.0 <br />MASTER CHANGE UPDATE <br />PERMIT COMMENT REVISION <br />A3 <br />A4 <br />STAIR DETAILS <br />2ND FLOOR -ROOF FRAMING PLAN <br />Y <br />o <br />°O <br />AVG -AVERAGE OPNG - OPENING <br />"' <br />BFE - BASE FLOOD ELEVATION OPP - OPPOSITE <br />1.6 GALLONS <br />5.0 <br />TRUSS CONNECTOR REVISION <br />A5 <br />EXTERIOR ELEVATIONS & ROOF PLAN, <br />,r k <br />BM -BEAM OPT - OPTIONAL <br />A6 <br />1 ST & 2ND FLOOR ELECTRICAL PLANS <br />BLK -BLOCK OH - OVER HANG <br />2. WATER - FLOW RATE. <br />6.0 <br />FLORIDA BUILDING CODE 7TH EDITION (2020) UPDATED <br />A7 <br />INTERIOR ELEVATIONS <br />BLDG - BUILDING OH CABS- OVER-IEAD CABS <br />BIRD <br />PUBLIC FACILITIES LAV 0.5 G.P.M. <br />7.0 <br />UPDATE DETAIL CALL OUT FOR 2ND FLOOR WINDOW AT BEDROOM 5 <br />SNO <br />STRUCTURAL NOTES <br />a k4 <br />�, <br />z <br />-BOARD PNT - PAINT FINISH <br />PRIVATE FACILITIES LAV 2.2 G.P.M. <br />SN1 <br />STRUCTURAL NOTES <br />_°t <br />2 <br />BRG - BEARING PTD - PAINTED <br />SHOWER HEADS 2.5 G.P.M. <br />8.0 <br />ADDING K, L, M ELEVATIONS <br />S3 <br />FOUNDATION DETAILS <br />1 uv ,y <br />=O <br />BTM -BOTTOM PED -PEDESTAL <br />S4 <br />FRAME WALL DETAILS <br />v`,fn <br />o <br />BUC - BUILT UP COLUMN PERF -PERFORATED <br />CAB -CABINET PLT -PLATE <br />3. ALL PLUMBING WATER LINES <br />S5 <br />STRUCTURAL DETAILS <br />CD - CONSTRUCTION DOCUMENTS PLYWD -PLYWOOD <br />TO BE CPVC <br />S6 <br />SS <br />WALL SECTION DETAILS <br />RETRO FIT DETAILS <br />y.`: <br />w <br />tr <br />CLG - CEILING PKT -POCKET <br />VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO <br />ST <br />STAIR DETAILS <br />CLG HT -CEILING HEIGHT LB -POUND <br />JOBSITE CONDITIONS <br />Q <br />CEMT - CEMENTITIOUS PSF - POUNDS PER SQUARE FOOT <br />S11 <br />PRECAST DETAILS <br />CL - CENTERLINE PSI - POUNDS PER SQUARE <br />COL -COLUMN PT - PRESSURE TREATED <br />THE FOLLOWING SHALL COMPLY WITH THE 2020 FBC RESIDENTIAL <br />S12 <br />PA 1.0 <br />PRECAST DETAILS <br />PRODUCT APPROVAL <br />CONC - CONCRETE PB - PUSH BUTTON <br />CODE <br />PA 1.1 <br />PRODUCT APPROVAL <br />CMU - CONCRETE MASONRY UNIT REF - REFRIGERATOR <br />❑ PORCHES AND BALCONIES <br />PA 1.2 <br />PRODUCT APPROVAL <br />CONST - CONSTRUCT OR CONSTRUCTION RECP -RECEPTACLE <br />CHAP. 3 <br />PA 1.3 <br />PRODUCT APPROVAL <br />N N `n F <br />� <br />CONT - CONTINUOUS OR CONTINUES REINF - REINFORCING <br />PA 1.4 <br />PRODUCT APPROVAL <br />i- '_ 'O � � <br />CTR -CENTER REQD - REQUIRED <br />CJ -CONTROL JOINT R/A -RETURN AIR <br />❑ HANDRAILS - CHAP. 3 <br />SH 1.0 <br />HURRICANE SHUTTERS <br />_ M �r m <br />} M M <br />DP -DEEP OR DEPTH RO - ROUGH OPENING <br />SH 1.1 <br />HURRICANE SHUTTERS <br />N V -0 -0 . <br />DTL - DETAIL RS - ROUGH SAWN <br />❑ GUARDRAILS - CHAP. 3 <br />SH 1.2 <br />HURRICANE SHUTTERS <br />E s o <br />DIA -DIAMETER SC - SOLID CORE <br />SH 1.3 <br />HURRICANE SHUTTERS <br />o o Q <br />DIM - DIMENSION SCP -SCUPPER <br />❑ STAIRS - CHAP. 3 <br />SH 1.4 <br />HURRICANE SHUTTERS <br />S U � Q) Q <br />DISCON - DISCONNECT SCRN -SCREEN <br />SH 1.5 <br />HURRICANE SHUTTERS <br />V) w Qom* t <br />DW -DISHWASHER SIM -SIMILAR <br />❑ CHIMNEY & FIREPLACE <br />WP 1.0 <br />WATERPROOFING DETAILS <br />i � E M <br />DR -DOOR SHLVS -SHELVES <br />CHAP. 10 <br />"� a 00 ,� <br />DBL - DOUBLE S/R - SHELF & ROD <br />DWG - DRAWING SH - SINGLE HUNG WINDOW <br />EA -EACH SGD - SLIDING GLASS DOOR <br />❑EGRESS WINDOWS <br />- <br />ELFC - ELECTRICAL SPECS - SPECIFICATIONS <br />CHAP. 3 <br />ELEV -ELEVATOR SQ FT - SQUARE FEET <br />5. ALL OPENINGS SHALL COMPLY WITH 2O20 FBC RESIDENTIAL WIND LOADS AS STATED <br />EQ -EQUAL SQ IN - SQUARE INCH <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 />EXT -EXTERIOR STRUCT -STRUCTURAL <br />GARAGE DOORS ARE TO DELEGATED THE MANUFACTURER OF THESE ITEMS. THE <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 <br />FG - FIXED GLASS TOC - TOP OF CONCRETE <br />AND INSTALLATION METHODS FOR WINDOWS, DOORS, SLIDING GLASS DOORS, <br />FD - FLOOR DRAIN TOM - TOP OF MASONRY <br />OVERHEAD 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 <br />FTG - FOOTING LINO - UNLESS NOTED OTHERWISE <br />SHOWER ENCLOSURES TO BE TEMPERED GLASS <br />o L v� W O <br />� <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 />W (D W <br />� ~ _j W ~ z <br />of o � -j a o a ¢ o o <br />w LL <br />GA -GAUGE VERT - VERTICAL <br />TO BE TEMPERED GLASS. (SECTION R308) <br />Q Q U <br />~O <br />< o o -' z O z 2 o o z <br />W � Z , <br />GB - GRAB BAR VIF - VERIFY IN FIELD <br />GFI / GFCI- GROUND FAULT CIRCUIT INTERRUPTOR VTR - VENT THROUGH ROOF <br />DIMENSIONING: <br />� 0 <br />CJ O Z <br />� [L W w W � � Z) <br />Q Q p w Q° z w z O W 0 W a <br />GLS - GLASS V - VOLT <br />to u_ <br />Q O Q ~ o o Wy <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 W- WEATHERPROOF <br />P <br />A.2. INTERIOR FRAMED WALLS: PLAN WEST (OR PLAN NORTH) FROM FACE OF <br />HT - HEIGHT WWM - WELDED WIRE MESH <br />HB -HOSE BIB W -WIDE OR WIDTH <br />HC - HANDICAP WDW - WINDOW <br />CORE -STUD <br />A.2.1. DIMENSIONS ARE NOT FROM ELEMENTS ATTACHED TO CORE STUD - I.E. <br />FURRING\ <br />O <br />INSUL - INSULATION W/ - WITH <br />A.3. EXTERIOR FRAMED WALLS: TO OUTSIDE FACE OF STRUCTURAL CORE -STUD <br />Z " <br />INT - INTERIOR WD - WOOD <br />A.4. WINDOW OPENINGS: <br />W <br />LVL - LAMINATED VENEER LUMBER <br />A.4.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING <br />LT - LAUNDRY TUB <br />A.4.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING <br />1j) <br />MAX - MAXIMUM <br />A.5. DOOR OPENINGS: <br />> (n O <br />(0 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 />Q 1 - M O <br />M ti <br />MECH MECHANICAL <br />A.5.3. INTERIOR FRAMED WALLS: ADJACENT TO SIDE WALL: 5" RETURN MEASURED <br />Q LO <br />- <br />MTL - METAL <br />FROM THE FINISH FACE OF ADJACENT WALL TO INTERIOR FACE OF DOOR <br />J <br />0- (n LL d- <br />MC - MEDICINE CABINET <br />FRAME <br />(!) ti <br />MIN - MINIMUM <br />A.5.4. INTERIOR FRAMED WALLS: AWAY FROM SIDE WALLS: DIMENSIONED TO CENTER <br />Q W Q Lq <br />OF DOOR <br />I— M <br />A.6. SPECIAL AND CODE REQUIRED CLEARANCES - AS INDICATED ON PLANS OR FINISH <br />�j Z00 <br />( <br />M <br />SYMBOL LEGEND . <br />SURFACE TO FINISH SURFACE <br />A.6.1. EXAMPLE: T-0" CLEAR INSIDE FINISH FOR ADA TRANSFER SHOWER <br />B. ALIGNMENT OF WALLS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE AND <br />`� 1E <br />_ r <br />eV <br />Q < <br />z V <br />C) <br />❑A = STAIR CALL OUT HEIGHT OF Al3E---SHEET NUMBER <br />STEP DOWN 1 INT ELEV NUMBER <br />CALL OUT - <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 />W O <br />O <br />'IT <br />O = SEE FOOTING STEP DOWN ARROW SHOWS <br />C.2. LOAD BEARING CONCRETE MASONRY UNIT WALLS <br />p <br />SCHEDULE CALLOUT DIRECTION OF VIEW <br />C.3. FRAMED WALLS EXTERIOR <br />CA. FRAMED WALLS INTERIOR <br />i <br />� V <br />ARROW SHOWS INTERIOR ELEVATION <br />= KEYNOTE CALL OUT 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 />N <br />No <br />ELEV NUMBER <br />A9 ARROW SHOWS <br />UNLESS OTHERWISE NOTED <br />`� <br />PRE -CAST LINTEL CALL SHEET NUMBER DIRECTION OF CUT <br />O = 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 />N <br />SCHEDULE ELEVATION MARKER All SECTION NUMBER <br />F. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF THE <br />E <br />`- <br />o. <br />>✓ <br />l ELEV NUMBER SHEET NUMBER <br />STRUCTURAL MATERIAL ABOVE AS SCHEDULED <br />LEDGER CALL OUT -SEE LEDGER SCHEDULE 4A15 2 SHEET NUMBER <br />G. DIMENSIONS SHOWN ON THE DRAWINGS SHALL INDICATE THE REQUIRED SIZE, <br />CLEARANCE AND DIMENSIONAL RELATIONSHIP BETWEEN PROJECT SYSTEMS AND <br />o <br />LOCATION OF CUT <br />` SHOWS <br />COMPONENTS - DIMENSIONS SHALL NOT BE DETERMINED BY SCALING THE <br />DRAWINGS. <br />_ <br />\ � <br />�EC�� <br />CCO <br />00 <br />N <br />o <br />o <br />3 DIREOCTION OF VIEW <br />V <br />N <br />N <br />MULTI VIEW INTERIOR SECTION <br />ELEVATION MARKER MARKERDEC <br />q <br />�L�� 2OLZ <br />L <br />o <br />N <br />, <br />0 <br />N <br />, <br />0 <br />N <br />, <br />0 <br />N <br />, <br />0 <br />N <br />, <br />0 <br />N <br />, <br />0 <br />N <br />, <br />N <br />� <br />N <br />4 <br />00 <br />o <br />' <br />In <br />r <br />co <br />o <br />O <br />M <br />O <br />r- <br />N <br />' <br />o <br />M <br />6 <br />0 <br />0 <br />0 <br />c- <br />O <br />o <br />OCT 2 8 2022` <br />Ln <br />> <br />L <br />N <br />I co <br />u7 <br />(0 1 <br />r` <br />CO <br />Z Z <br />O <br />w <br />Virtual Review Assist, Inc. <br />o in <br />rq rq A Ralmby <br />Plans Review completed and approve <br />for compliance with the 2020 FBC 7th Edition <br />Debra Anne Klahr PX2300 <br />O -� <br />O <br />W <br />U <br />F— <br />v � <br />_j re Q <br />0- <br />LO —0�} <br />00�w <br />ZW�— <br />r— <br />=co0z <br />LENNAR TAMPA DIVISION <br />cDz�w <br />4600 W CYPRESS ST SUITE 200 <br />°� <br />0 <br />2 z w <br />zzu- <br />TAM PA, FL 33607 <br />NOTICE TO BUILDER & ALL SUBCONTRACTORS <br />N <br />W N <br />O <br />g< z <br />}.. <br />< <br />UU)Zz <br />813.574.5700 <br />IT IS THE INTENT OF DESIGN PROFESSIONAL LISTED IN THE TITLE <br />BLOCK THAT THESE DOCUMENTS ARE ACCURATE, PROVIDING <br />z <br />=moo <br />U <br />Z <br />LICENSED PROFESSIONALS CLEAR INFORMATION. EVERY ATTEMPT <br />V <br />HAS BEEN MADE TO PREVENT ERRORS: THE BUILDER AND ALL <br />SUBCONTRACTORS ARE REQUIRED TO REVIEW ALL THE <br />0 O <br />a <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 />M <br />LJJ <br />C S <br />z <br />DESIGN PROFESSIONAL PRIOR TO CONSTRUCTION. ALL <br />Lq <br />2382 ADS <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 />1 <br />WJ LO <br />O <br />LAST PLOT DATE <br />C04 <br />14 <br />Cq <br />DESIGN PROFESSIONAL LISTED IN THIS TITLE PAGE. NO BACK <br />Jul. 21, 22 <br />CHARGES WILL BE CONSIDERED FOR REIMBURSEMENT BY THE <br />DESIGN PROFESSIONAL WITHOUT ADVANCED NOTIFICATION AND <br />APPROVAL BY THE DESIGN PROFESSIONAL. <br />J <br />COVER SHEET <br />