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i <br />ABBREVIATIONS <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 />1.0 <br />CLIENT CHANGES <br />CS <br />COVER SHEET <br />AFF - ABOVE FINISH FLOOR MNT - MOUNT OR MOUNTING <br />N <br />AHU - AIR HANDLER UNIT MO - MASONRY OPENING <br />2020 FLORIDA BUILDING CODE RESIDENTIAL, PLUMBING, MECHANICAL, FUEL GAS, <br />Al <br />FOUNDATION PLAN <br />- <br />N <br />2.0 <br />A/C - AIR CONDITIONING MUNT - MUNTINS <br />ENERGY EFFICIENCY, ACCESSIBILITY, NFPA 70 NATIONAL ELECTRICAL CODES 2017 <br />FLORIDA BUILDING CODE 6TH EDITION (2017) UPDATED <br />A2 <br />1 STAND 2ND FLOOR PLAN <br />*•-' <br />', ' j s z <br />C° <br />N <br />3.0 <br />MASTER CHANGE UPDATE <br />ALUM - ALUMINUM # -NUMBER <br />AT - ALUMINUM THRESHOLD OC - ON CENTER.. <br />A3 <br />STAIR DETAILS <br />< . <br />�z'" <br />c) <br />AB - ANCHOR BOLT OGD -OVERHEAD GARAGE DOOR <br />2020 FBC PLUMBING RESIDENTIAL SECTION 604 <br />A4 <br />2ND FLOOR - ROOF FRAMING PLAN <br />- <br />`" <br />� <br />4.0 <br />PERMIT COMMENT REVISION <br />AVG -AVERAGE OPNG -OPENING <br />1. TANK TYPE WATER CLOSET VOLUME <br />A5 <br />EXTERIOR ELEVATIONS & ROOF PLAN <br />r i d <br />:. -� <br />co <br />BFE - BASE FLOOD ELEVATION OPP - OPPOSITE <br />1.6 GALLONS <br />A6 <br />1ST & 2ND FLOOR ELECTRICAL PLANS <br />5.0 <br />TRUSS CONNECTOR REVISION <br />BM -BEAM OPT - OPTIONAL <br />A7 <br />INTERIOR ELEVATIONS <br />- <br />Q <br />BLK -BLOCK OH - OVER HANG <br />2. WATER - FLOW RATE. <br />6.0 <br />FLORIDA BUILDING CODE 7TH EDITION (2020) UPDATED <br />SNO <br />STRUCTURAL NOTES.; <br />fi <br />7.0 <br />UPDATE DETAIL CALL OUT FOR 2ND FLOOR WINDOW AT BEDROOM 5 <br />BLDG - BUILDING OH CABS- OVERHEAD CABS <br />BRD -BOARD PNT - PAINT FINISH <br />PUBLIC FACILITIES LAV 0.5 G.P.M. <br />PRIVATE FACILITIES LAV 2.2 G.P.M. <br />SN1 <br />S3 <br />STRUCTURAL NOTES'�� <br />FOUNDATION DETAILS <br />z <br />Lu <br />BRG -BEARING PTD PAINTED <br />` <br />_ <br />- <br />BTM - BOTTOM PED -PEDESTAL <br />SHOWER HEADS 2.5 G.P.M. <br />8.0 <br />ADDING K, L, M ELEVATIONS <br />S4 <br />FRAME WALL DETAILS (v� <br />, - <br />=O <br />S5 <br />STRUCTURAL DETAILS <br />9.0 <br />ADDED SHEETS WP2.0 AND WP2.1 TO SHEET INDEX <br />BUC - BUILT UP COLUMN PERF -PERFORATED <br />CAB PLT <br />3. ALL PLUMBING WATER LINES <br />S6 <br />WALL SECTION DETAILS <br />�_ ; <br />-CABINET -PLATE <br />CD - CONSTRUCTION DOCUMENTS PLYWD - PLYWOOD <br />TO BE CPVC <br />SS <br />ST <br />RETRO FIT DETAILS <br />STAIR DETAILS <br />�•i� <br />' � <br />� <br />ui <br />10.0 <br />REVISED SECOND FLOOR WINDOW HEADER DETAIL CALLOUT <br />CLG -CEILING PKT -POCKET <br />VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO <br />'� <br />° <br />CLG HT - CEILING HEIGHT LB -POUND <br />JOBSITE CONDITIONS <br />S11 <br />PRECAST DETAILS7k <br />ul <br />CEMT - CEMENTITIOUS PSF - POUNDS PER SQUARE FOOT <br />S12 <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 />PA 1.0 <br />PA 1.1 <br />PRODUCT APPROVAL <br />PRODUCT APPROVAL <br />CONC - CONCRETE PB - PUSH BUTTON <br />CODE <br />PA 1.2 <br />PRODUCT APPROVAL' <br />CMU - CONCRETE MASONRY UNIT REF - REFRIGERATOR <br />❑ PORCHES AND BALCONIES <br />PA 1.3 <br />PRODUCT APPROVAL c`15 <br />CONST - CONSTRUCT OR CONSTRUCTION RECP -RECEPTACLE <br />CHAP. 3 <br />PA 1.4 <br />PRODUCT APPROVALul <br />� <br />CONT - CONTINUOUS OR CONTINUES REINF - REINFORCING <br />CTR -CENTER REQD - REQUIRED <br />PA 1.5 <br />PRODUCT APPROVAL <br />? 0 o o <br />_ N ci <br />M <br />CJ - CONTROL JOINT R/A - RETURN AIR <br />❑ HANDRAILS - CHAP. 3 <br />SH 1.0 <br />HURRICANE SHUTTERS-- <br />0 � <br />�. } M <br />4- ° x <br />DP - DEEP OR DEPTH RO - ROUGH OPENING <br />SH 1.1 <br />HURRICANE SHUTTERS <br />O � a <br />to V <br />DTL - DETAIL RS - ROUGH SAWN <br />❑ GUARDRAILS - CHAP. 3 <br />SH 1.2 <br />HURRICANE SHUTTERS <br />E :c o <br />DIA - DIAMETER SC - SOLID CORE <br />SH 1.3 <br />HURRICANE SHUTTERS <br />.� 0 2 0 <br />o <br />DIM - DIMENSION SCP -SCUPPER <br />❑ STAIRS - CHAP. 3 <br />SH 1.4 <br />HURRICANE SHUTTERS <br />.c <br />¢ <br />DISCON - DISCONNECT SCRN -SCREEN <br />SH 1.5 <br />HURRICANE SHUTTERS <br />_9) <br />�N w QN U <br />V <br />DW -DISHWASHER SIM -SIMILAR <br />❑ CHIMNEY & FIREPLACE <br />WP 1.0 <br />WATERPROOFING DETAILS <br />L � <br />DR -DOOR SHLVS -SHELVES <br />DBL - DOUBLE S/R - SHELF & ROD <br />CHAP. 10 <br />WP 2.0 <br />WATERPROOFING DETAILS <br />a a <br />DWG - DRAWING SH - SINGLE HUNG WINDOW <br />WP 2.1 <br />WATERPROOFING DETAILS <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 />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 />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 />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 />6. ALL DOORS INTERIOR & EXTERIOR ARE 6'-8" UNLESS OTHERWISE NOTED ALL <br />FLOUR - FLUORESCENT TYP - TYPICAL <br />FTG - FOOTING UNO - UNLESS NOTED OTHERWISE <br />SHOWER ENCLOSURES TO BE TEMPERED GLASS <br />° vi w <br />FR DR - FRENCH DOOR VAC -VACUUM <br />W <br />ui o <br />w ~ ¢ J x ~ z <br />9 <br />GALV - GALVANIZED VAL -VALANCE <br />7. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18" OF FLR <br />W p W <br />0 2 ¢ o ¢ ¢ � o o <br />� ° <br />3 <br />GA -GAUGE VERT -VERTICAL <br />TO BE TEMPERED GLASS. (SECTION R308) <br />Q U <br />Q <br />a x z w o z 2 O � ¢ F= <br />�LUoZo�oomz-n <br />GB -GRABBAR VIF -VERIFY IN FIELD <br />GFI / GFCI- GROUND FAULT CIRCUIT INTERRUPTOR VTR - VENT THROUGH ROOF <br />DIMENSIONING: <br />0 0 <br />p p <br />d p Z <br />o <br />�n�a�inwww5wo�<p�_, <br />¢ C ¢ o w ¢ z w z owv ° a <br />GLS -GLASS V -VOLT <br />LL <br />o w g Y ¢ ¢ <br />GWB - GYPSUM WALL BOARD WC - WATER CLOSET <br />A. DIMENSIONS INDICATED ARE TO: <br />z° <br />o a ° o ° ¢ u- <br />GYPBRD - GYPSUM BOARD WH - WATER HEATER <br />A.1. CMU WALL: OUTSIDE FACE OF WALL <br />HD -HEAD WL - WIND LOAD <br />A.2. INTERIOR FRAMED WALLS: PLAN WEST (OR PLAN NORTH) FROM FACE OF <br />HVAC - HEATING, VENTILATING, AIR CONDITIONING WP - WEATHERPROOF <br />CORE -STUD <br />HT -HEIGHT WWM -WELDED WIRE MESH <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 />INSUL - INSULATION W/ - WITH <br />A.3. EXTERIOR FRAMED WALLS: TO OUTSIDE FACE OF STRUCTURAL CORE -STUD <br />N <br />INT - INTERIOR WD -WOOD <br />A.4. WINDOW OPENINGS: <br />Z W <br />LVL - LAM;NATED VENEER LUMBER <br />A.4.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING <br />O <br />LT - LAUNDRY TUB <br />A.4.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING <br />(n <br />LGT - LIGHT <br />A.5. DOOR OPENINGS: <br />O <br />MAX - MAXIMUM <br />A.5.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING <br />_> <br />co O <br />MATL - MATERIAL <br />MECH - MECHANICALRER <br />A.5.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING <br />A.5.3. INTERIOR FRAMED WALLS: ADJACENT TO SIDE WALL: 5" RETURN MEASURED <br />0 F- M O <br />Q � J � j <br />MTL - METAL <br />FROM THE FINISH FACE OF ADJACENT WALL TO INTERIOR FACE OF DOOR <br />a. (n <br />MC - MEDICINE CABINET <br />FRAME <br />MIN - MINIMUM <br />A.5.4. INTERIOR FRAMED WALLS: AWAY FROM SIDE WALLS: DIMENSIONED TO CENTER <br />OF DOOR <br />Q W Q U) <br />I- W 0- co <br />o- 2 v- <br />z <br />A.6. SPECIAL AND CODE REQUIRED CLEARANCES - AS INDICATED ON PLANS OR FINISH <br />13� O <br />SURFACE TO FINISH SURFACE <br />A.6.1. EXAMPLE: T-0" CLEAR INSIDE FINISH FOR ADA TRANSFER SHOWER <br />Q >" Q <br />Z V <br />SYMBOL LEGEND. <br />B. ALIGNMENT OF WALLS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE AND <br />Z <br />�A = STAIR CALL OUT HEIGHT OF A13�-SHEET NUMBER <br />STEP DOWN <br />F 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 />Lu J O <br />O <br />(O <br />SEE FOOTING <br />AO _ FOOTING CALL OUT - STEP DOWN ARROW SHOWS <br />VIEW <br />C.2. LOAD BEARING CONCRETE MASONRY UNIT WALLS <br />C.3. FRAMED WALLS EXTERIOR <br />qql <br />mi <br />SCHEDULE CALLOUT DIRECTION OF <br />ARROW SHOWS INTERIOR ELEVATION <br />CA. FRAMED WALLS INTERIOR <br />DIRECTION OF VIEW MARKER <br />O = KEYNOTE CALL OUT <br />C.5. DOORS AND WINDOWS <br />D. FLOOR ELEVATIONS ARE INDICATED TO THE FACE OF THE STRUCTURAL SLAB <br />N M c <br />1 <br />ELEV NUMBER <br />A9 ARROW SHOWS <br />- <br />UNLESS OTHERWISE NOTED <br />N N c-4 <br />O O !'D <br />N N 11 <br />PRE -CAST LINTEL CALL SHEET NUMBER DIRECTION OF CUT <br />E. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE <br />4 4 <br />qO = OUT - SEE LENTEL EXTERIOR 1 <br />ELEVATION MARKER <br />;SHEET <br />OF MATERIAL AT THE DIMENSION POINT - UNLESS OTHERWISE NOTED <br />N 'r- <� <br />SCHEDULE All SECTION NUMBER <br />F. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF THE <br />o 0 0 <br />1; NUMBER <br />ELEV NUMBERG. <br />STRUCTURAL MATERIAL ABOVE AS SCHEDULED <br />DIMENSIONS SHOWN ON THE DRAWINGS SHALL INDICATE THE REQUIRED SIZE, <br />LEDGER CALL OUT - SEE SHEET NUMBER <br />CLEARANCE AND DIMENSIONAL RELATIONSHIP BETWEEN PROJECT SYSTEMS AND <br />U <br />LEDGER SCHEDULE 4<Al52 <br />COMPONENTS - DIMENSIONS SHALL NOT BE DETERMINED BY SCALING THE <br />O O p <br />ARROW SHOWS LOCATION OF CUT <br />DRAWINGS. <br />00 r <br />3 DIRECTION OF VIEW <br />(o 00 CD o o <br />co <br />MULTI VIEW INTERIOR SECTION <br />N N N N N <br />0 0 0 0 0 0 0 <br />ELEVATION MARKER MARKER <br />APR 08 2023 <br />i � N N N N <br />A <br />O O L6 O O <br />O N m <br />0 0 0 Cl 0 <br />O <br />O <br />\Vl <br />A <br />CV U+ i <br />N co, �Lo CO I` <br />Ylftllal Review f§,PSIS?, iPt `- <br />mq- <br />Plans Review umplete'.1 and ilpprcve% <br />um) <br />tnr comp11aACl' w 1h tIl: 2,1011 Ff'3%. ?ti. rd:tli <br />'�\ <br />rn <br />0Wfn <br />LE N NARSM <br />-i-�+ W V <br />O }I <br />0 U0Q <br />�� <br />0X=2 <br />� ff- <br />0 ZW?� <br />r =moz <br />Q <br />LENNAR TAMPA DIVISION <br />ootw <br />� <br />N <br />4600 W CYPRESS ST SUITE 200 <br />0° CL2zw <br />TAMPA, FL 33607 <br />NOTICE TO BUILDER & ALL SUBCONTRACTORS <br />W o�<Z <br />o <br />Q z U) <br />IT IS THE INTENT OF DESIGN PROFESSIONAL LISTED IN THE TITLE <br />- Q Z <br />~ <br />813.574. 5700 <br />BLOCK THAT THESE DOCUMENTS ARE ACCURATE, PROVIDING <br />Z S <br />LICENSED PROFESSIONALS CLEAR INFORMATION. EVERY ATTEMPT <br />g <br />HAS BEEN MADE TO PREVENT ERRORS: THE BUILDER AND ALL <br />, <br />SUBCONTRACTORS ARE REQUIRED TO REVIEW ALL THE <br />0 0 •_l -� �;' <br />INFORMATION CONTAINED IN THESE DOCUMENTS, PRIOR TO THE <br />COMMENCEMENT OF ANY WORK. THE DESIGN PROFESSIONAL ARE <br />M� <br />NOT RESPONSIBLE FOR ANY PLAN ERRORS, OMISSIONS,OR <br />MISINTERPRETATIONS UNDETECTED AND NOT REPORTED TO THE <br />z <br />z <br />z c s <br />DESIGN PROFESSIONAL PRIOR TO CONSTRUCTION. ALL <br />I <br />CONSTRUCTION MUST BE IN ACCORDANCE TO THE INFORMATION <br />FOUND IN THESE DOCUMENTS. ANY QUESTIONS REGARDING THE <br />o <br />2382 ADS <br />INFORMATION FOUND IN THESE PLANS SHOULD BE DIRECTED TO THE <br />LAST PLOT Ii,\TE <br />DESIGN PROFESSIONAL LISTED IN THIS TITLE PAGE. NO BACK <br />Mar. 26, 23 <br />CHARGES WILL BE CONSIDERED FOR REIMBURSEMENT BY THE <br />DESIGN PROFESSIONAL WITHOUT ADVANCED NOTIFICATION AND <br />z O <br />APPROVAL BY THE DESIGN PROFESSIONAL. <br />- <br />J COVET: SHEET <br />