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ABBREVIATIONS <br />GENERAL NOTES <br />VERSION CHANGES <br />INDEX OF DRAWINGS <br />F <br />ABV - ABOVE MLDG - MOULDING <br />VERSION <br />DESCRIPTION OF CHANGES <br />SHT NO: <br />TITLE <br />1.0 <br />PLAN REVISIONS <br />CS <br />Al <br />COVER SHEET <br />FOUNDATION PLAN <br />AFF - ABOVE FINISH FLOOR MNT - MOUNT OR MOUNTING <br />AHU - AIR HANDLER UNIT MO -MASONRY OPENING <br />THE FOLLOWING TECHNICAL CODES SHALL APPLY: <br />_ <br />m 3 b `�N <br />o <br />A/C -AIR CONDITIONING MUNT - MUNTINS <br />2020 FLORIDA BUILDING CODE RESIDENTIAL, PLUMBING ,MECHANICAL, FUEL GAS, <br />2.0 <br />PLAN REVISIONS <br />t ., �., oi£w£l <br />N <br />ALUM - ALUMINUM # -NUMBER <br />ENERGY EFFICIENCY, ACCESSIBILITY, AND NFPA 70 NATIONAL ELECTRICAL CODES 2017 <br />A2 <br />A3 <br />1ST AND 2ND FLOOR PLAN Ap`9� <br />STAIR DETAILS <br />� <br />ya `� ' D`; N <br />3.0 <br />AT - ALUMINUM THRESHOLD OC - ON CENTER <br />TRUSS CONNECTOR REVISION <br />A4 <br />FRAMING PLANS A'� <br />€; a <br />4.0 <br />FLORIDA BUILDING CODE 7TH EDITION (2020) UPDATE <br />AB - ANCHOR BOLT OGD - OVERHEAD GARAGE DOOR <br />2020 FBC PLUMBING RESIDENTIAL SECTION 604 <br />A5 <br />EXTERIOR ELEVATIONS &ROOF PLAN <br />Ck <br />AVG -AVERAGE OPNG - OPENING <br />1. TANK TYPE WATER CLOSET VOLUME <br />g Ck <br />00 <br />5.0 <br />ADDING K, L & M ELEVATIONS <br />BFE -BASE FLOOD ELEVATION OPP - OPPOSITE <br />BM -BEAM OPT -OPTIONAL <br />1.6 GALLONS <br />A6.1 <br />A6.2 <br />1ST FLOOR ELECTRICAL PLAN <br />2ND FLOOR ELECTRICAL PLAN <br />`' � <br />f <br />BLK -BLOCK OH - OVER HANG <br />2. WATER- FLOW RATE. <br />SNO <br />STRUCTURAL NOTES <br />° Q <br />BLDG - BUILDING H AB - VE HEAD ABS <br />O C S O R C <br />PUBLIC FACILITIES LAV 0.5 G.P.M. <br />SN1 <br />STR CTURAL NOTES9' <br />BRD -BOARD PNT - PAINT FINISH <br />BRG -BEARING PTD -PAINTED <br />PRIVATE FACILITIES LAV 2.2 G.P.M. <br />S3 <br />FOUNDATION DETAILS <br />%� �"` <br />w <br />w <br />BTM -BOTTOM PED -PEDESTAL <br />SHOWER HEADS 2.5 G.P.M. <br />S4 <br />S5 <br />FRAME WALL DETAILS <br />STRUCTURAL DETAILS <br />a, „�,;, _ <br />BUC -BUILT UP COLUMN PERF -PERFORATED <br />S6 <br />WALL SECTION DETAILS <br />o <br />CAB - CABINET PLT -PLATE <br />3. ALL PLUMBING WATER LINES <br />SS <br />RETRO FIT DETAILS <br />CD - CONSTRUCTION DOCUMENTS PLYWD - PLYWOOD <br />TO BE CPVC <br />w <br />CLG - CEILING PKT -POCKET <br />ST <br />STAIR DETAILS <br />CLG HT - CEILING HEIGHT LB -POUND <br />VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO <br />S11 <br />PRECAST DETAILS <br />o <br />CEMT - CEMENTITIOUS PSF - POUNDS PER SQUARE FOOT <br />JOBSITE CONDITIONS <br />S12 <br />PRECAST DETAILS <br />Q <br />CL - CENTERLINE PSI - POUNDS PER SQUARE <br />PA 1.0 <br />PRODUCT APPROVAL <br />COL -COLUMN PT - PRESSURE TREATED <br />THE FOLLOWING SHALL COMPLY WITH THE 2020 FBC RESIDENTIAL <br />PA 1.1 <br />PRODUCT APPROVAL <br />CONC - CONCRETE PB - PUSH BUTTON <br />CODE <br />PA 1.2 <br />PRODUCT APPROVAL <br />CMU - CONCRETE MASONRY KNIT REF - REFRIGERATOR <br />CONST - CONSTRUCT OR CONSTRUCTION RECP -RECEPTACLE <br />0 PORCHES AND BALCONIES <br />PA 1.3 <br />PRODUCT APPROVAL <br />cn a) Ln F <br />CONT -CONTINUOUS OR CONTINUES REINF -REINFORCING <br />CHAP. 3 <br />SH 1.0 <br />HURRICANE SHUTTERS <br />; <br />L 0 o <br />0 <br />CTR -CENTER REQD - REQUIRED <br />SH 1.1 <br />HURRICANE SHUTTERS <br />p c0 ^ <br />CJ - CONTROL JOINT R/A - RETURN AIR <br />0 HANDRAILS - CHAP. 3 <br />SH 1.2 <br />HURRICANE SHUTTERS <br />HURRICANE <br />-�- ? u co <br />Co <br />V <br />DP - DEEP OR DEPTH RO - ROUGH OPENING <br />SH 1.3 <br />SHUTTERS <br />to 7() <br />E -'= <br />DTL - DETAIL RS - ROUGH SAWN <br />GUARDRAILS - CHAP. 3 <br />SH 1.4 <br />HURRICANE SHUTTERS <br />s 0 <br />c O 2 <br />DIA - DIAMETER SC - SOLID CORE <br />SH 1.5 <br />HURRICANE SHUTTERS <br />p u o o Q <br />DIM -DIMENSION SCP -SCUPPER <br />STAIRS - CHAP. 3 <br />WP 1.0 <br />WATERPROOFING DETAILS <br />U <br />DISCON -DISCONNECT SCRN -SCREEN <br />DW - DISHWASHER SIM - SIMILAR <br />CHIMNEY & FIREPLACE <br />� o L c <br />DR -DOOR SHLVS -SHELVES <br />DBL - DOUBLE S/R - SHELF & ROD <br />CHAP. 10 <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 <br />FG - FIXED GLASS TOC - TOP OF CONCRETE <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 LINO - UNLESS NOTED OTHERWISE <br />SHOWER ENCLOSURES TO BE TEMPERED GLASS <br />o Ld v6 w o <br />FR DR - FRENCH DOOR VAC -VACUUM <br />W <br />�Uj F- W -1 it a , o <br />GALV - GALVANIZED VAL - VALANCE <br />7. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18" OF FLR <br />U W <br />< x J o i; o o <br />GA -GAUGE VERT -VERTICAL <br />GB GRAB BAR <br />TO BE TEMPERED GLASS. (SECTION R308) <br />Q Q <br />~ <br />� X ¢ z � ,� ¢ ~ <br />cn o< o o o o m Z <br />z � <br />- VIF - VERIFY IN FIELD <br />GFI / GFCI- GROUND FAULT CIRCUIT INTERRUPTOR VTR -VENT THROUGH ROOF <br />DIMENSIONING: <br />00 0 Z <br />u) w IL uj w 65 of ¢ � � <br />¢ F Q o w Q o ? w z o w ov o a <br />GLS -GLASS V -VOLT <br />LL <br />ow �I r 2YOQQ Q <br />GWB -GYPSUM WALL BOARD WC - WATER CLOSET <br />A. DIMENSIONS INDICATED ARE TO: <br />o ¢ ° m aLL <br />~ <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 />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 />HC - HANDICAP WDW -WINDOW <br />FURRING\ <br />O <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 />0 ~ <br />LVL - LAMINATED VENEER LUMBER <br />LT - LAUNDRY TUB <br />A.4.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING <br />— <br />LIGHTMAXIMUM <br />A.4.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING <br />MAX - <br />A.5. DOOR OPENINGS: <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 />0 F_ M O <br />Q io M � <br />MECH - MECHANICAL <br />A.5.3. INTERIOR FRAMED WALLS: ADJACENT TO SIDE WALL: 5" RETURN MEASURED <br />W <br />MTL - METAL <br />FROM THE FINISH FACE OF ADJACENT WALL TO INTERIOR FACE OF DOOR <br />u) V" ti <br />MC - MEDICINE CABINET <br />FRAME <br />C( W < LO <br />MIN - MINIMUM <br />A.5.4. INTERIOR FRAMED WALLS: AWAY FROM SIDE WALLS: DIMENSIONED TO CENTER <br />W �j <br />OF DOOR <br />A.6. SPECIAL AND CODE REQUIRED CLEARANCES -AS INDICATED ON PLANS OR FINISH <br />Q Q 00 <br />SURFACE TO FINISH SURFACE <br />z U I— <br />SYM BO L LEGEND <br />. <br />A.6.1. EXAMPLE: T-0" CLEAR INSIDE FINISH FOR ADA TRANSFER SHOWER <br />z <br />B. ALIGNMENT OF WALLS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE AND <br />w <br />= STAIR CALL OUT HEIGHT OF SHEET NUMBER <br />STEP DOWN <br />1 INT ELEV NUMBER <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 />O <br />J O <br />co\\ <br />FOOTING CALL OUT - STEP DOWN ARROW SHOWS <br />SEE FOOTING <br />C.2. LOAD BEARING CONCRETE MASONRY UNIT WALLS <br />mj <br />SCHEDULE CALLOUT DIRECTION OF VIEW <br />C.3. FRAMED WALLS EXTERIOR <br />ARROW SHOWS INTERIOR ELEVATION <br />CA. FRAMED WALLS INTERIOR <br />O1 = KEYNOTE CALL OUT DIRECTION OF VIEW MARKER <br />C.5. DOORS AND WINDOWS <br />1 <br />D. FLOOR ELEVATIONS ARE INDICATED TO THE FACE OF THE STRUCTURAL SLAB - <br />A9 ELEV NUMBER <br />ARROW SHOWS <br />UNLESS OTHERWISE NOTED <br />PRE -CAST LINTEL CALL SHEET NUMBER DIRECTION OF CUT <br />OUT - SEEENTEL 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 />E ELEVAEXTERIOR TION MARKER Al SECTION NUMBER <br />;SHEET <br />F. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF THE <br />1 < --ELEV NUMBER NUMBER <br />STRUCTURAL MATERIAL ABOVE AS SCHEDULED <br />G. DIMENSIONS SHOWN ON THE DRAWINGS SHALL INDICATE THE REQUIRED SIZE, <br />LG-2 LEDGER CALL OUT - SEE SHEET NUMBER <br />LEDGER SCHEDULE 4 A15 2 <br />CLEARANCE AND DIMENSIONAL RELATIONSHIP BETWEEN PROJECT SYSTEMS AND <br />::ARROW <br />COMPONENTS - DIMENSIONS SHALL NOT BE DETERMINED BY SCALING THE <br />�- SHOWS LOCATION OF CUT <br />DRAWINGS. <br />_ <br />3 DIRECTION OF VIEW <br />MULTI VIEW INTERIOR SECTION <br />ELEVATION MARKER MARKER <br />0 <br />0 <br />0 <br />N <br />Y-' iVE <br />N <br />0 <br />N <br />0 <br />N <br />00 <br />N <br />N <br />0 <br />{r+.�.—.. <br />� <br />� <br />� <br />co <br />M <br />40 <br />OCTZp 3 202Z <br />W <br />CD <br />O) <br />o- <br />CDN <br />o <br />N <br />o <br />; <br />' <br />O <br />Q0 <br />W <br />p <br />c- <br />o <br />N <br />0 <br />CO <br />0 <br />d' <br />0 <br />l!i <br />i <br />i <br />i <br />SAP 0 8 2027 <br />cr <br />CO U)Q <br />z <br />E N NA_ <br />VIRTUAL RE',t.- °` <br />) <br />VirtLl� r��ie RS;+. inc,►lC; <br />® }, <br />W <br />ZW <br />WOO <br />ouco <br />Plans Rey. e .N cc�nc_ iF Win" aI?,d : b,s r red <br />I-- <br />> <br />ow - <br />for compliance With the t,k 20 ; v ,; i th <br />O <br />or <br />Edition by Debra Anne; Klahr PA2300 <br />Q <br />z <br />a a <br />aw <br />LENNAR TAMPA DIVISION <br />Ln <br />= <br />m=W <br />Ln <br />� � <br />4600 W CYPRESS ST, SUITE 200 <br />�`' <br />ono <br />>_°(o <br />NOTICE TO BUILDER & ALL SUBCONTRACTORS <br />TAMPA, FL 33607 <br />N <br />0°-' <br />z-o <br />IT IS THE INTENT OF DESIGN PROFESSIONAL LISTED IN THE TITLE <br />z <br />0 <br />W LL <br />°- z <br />813.574.5700 <br />BLOCK THAT THESE DOCUMENTS ARE ACCURATE, PROVIDING <br />.\1. <br />z <br />U) < <br />LICENSED PROFESSIONALS CLEAR INFORMATION. EVERY ATTEMPT <br />Q <br />HAS BEEN MADE TO PREVENT ERRORS: THE BUILDER AND ALL <br />(� <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 />MISINTERPRETATIONS UNDETECTED AND NOT REPORTED TO THE <br />DESIGN PROFESSIONAL PRIOR TO CONSTRUCTION. ALL <br />z <br />c S <br />Q <br />CONSTRUCTION MUST BE IN ACCORDANCE TO THE INFORMATION <br />FOUND IN THESE DOCUMENTS. ANY QUESTIONS REGARDING THE <br />w <br />2551 <br />INFORMATION FOUND IN THESE PLANS SHOULD BE DIRECTED TO THE <br />DESIGN PROFESSIONAL LISTED IN THIS TITLE PAGE. NO BACK <br />> <br />LAST PLOT DATE <br />o <br />CHARGES WILL BE CONSIDERED FOR REIMBURSEMENT BY THE <br />April 21, 2022 <br />DESIGN PROFESSIONAL WITHOUT ADVANCED NOTIFICATION AND <br />APPROVAL BY THE DESIGN PROFESSIONAL. <br />_ <br />—J O <br />o J <br />COVER SHEET <br />