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ABBREVIATIONS GENERAL NOTES VERSION CHANGES INDEX OF DRAWINGS ABV - ABOVE MLDG - MOULDING THE FOLLOWING TECHNICAL CODES SHALL APPLY: VERSION DESCRIPTION OF CHANGES SHT NO: TITLE AFF - ABOVE FINISH FLOOR MNT - MOUNT OR MOUNTING 1.0 CLIENT CHANGES CS COVER SHEET N AHU - AIR HANDLER UNIT MO - MASONRY OPENING 2020 FLORIDA BUILDING CODE RESIDENTIAL, PLUMBING, MECHANICAL, FUEL GAS, Al FOUNDATION PLAN N O A/C -AIR CONDITIONING MUNT - MUNTINS 2.0 FLORIDA BUILDING CODE 6TH EDITION (2017) UPDATED ENERGY EFFICIENCY, ACCESSIBILITY, NFPA 70 NATIONAL ELECTRICAL CODES 2017 A2 1 ST AND 2ND FLOOR PLAN c14 ALUM - ALUMINUM # -NUMBER n AT -ALUMINUM THRESHOLD OC - ON CENTER 3.0 MASTER CHANGE UPDATE A2.1 SALES OFFICE PLAN AB -ANCHOR BOLT OGD -OVERHEAD GARAGE DOOR 2020 FBC PLUMBING RESIDENTIAL SECTION 604 A3 STAIR DETAILS �_ - I'_ o 1. TANK TYPE WATER CLOSET VOLUME 4.0 PERMIT COMMENT REVISION A4 2ND FLOOR - ROOF FRAMING PLAN ;�,+ ?Ne �oAVG -AVERAGE OPNG - OPENING W 1.6 GALLONS A5 EXTERIOR ELEVATIONS & ROOF PLAN LO LO BFE - BASE FLOOD ELEVATION OPP - OPPOSITE 5.0 TRUSS CONNECTOR REVISION R ;.'' %,','p ` ` BM -BEAM OPT - OPTIONAL A6 1 ST & 2ND FLOOR ELECTRICAL PLANS BLK -BLOCK OH - OVER HANG 2. WATER - FLOW RATE. 6.0 FLORIDA BUILDING CODE 7TH EDITION (2020) UPDATED A7 INTERIOR ELEVATIONS ��2 Q BLDG - BUILDING OH CABS- OVERHEAD CABS PUBLIC FACILITIES LAV 0.5 G.P.M. SNO STRUCTURAL NOTES' - ••'' 7.0 UPDATE DETAIL CALL OUT FOR 2ND FLOOR WINDOW AT BEDROOM 5 �.� w BRD -BOARD PNT - PAINT FINISH PRIVATE FACILITIES LAV 2.2 G.P.M. SN1 STRUCTURAL NOTES BRG - BEARING PTD - PAINTED SHOWER HEADS 2.5 G.P.M. 8.0 ADDING K, L, M ELEVATIONS S3 FOUNDATION DETAILS '•*'•• ARGOi3 •��_ BTM -BOTTOM PF_D -PEDESTAL S4 FRAME WALL DETAILSO BUC - BUILT UP COLUMN PERF -PERFORATED �S ' . , , - • ., 3. ALL PLUMBING WATER LINES S5 STRUCTURAL DETAILS J' � CAB - CABINET PLT -PLATE BC CD - CONSTRUCTION DOCUMENTS PLYWD - PLYWOOD TO BE CPVC S6 WALL SECTION DETAILS P-0 A w CLG -CEILING PKT -POCKET VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO SS RETRO FIT DETAILS Ix CLG HT - CEILING HEIGHT LB -POUND ST STAIR DETAILS z CEMT - CEMENTITIOUS PSF - POUNDS PER SQUARE FOOT JOBSITE CONDITIONS S11 PRECAST DETAILS Q CL - CENTERLINE PSI - POUNDS PER SQUARE S12 PRECAST DETAILS COL -COLUMN PT - PRESSURE TREATED THE FOLLOWING SHALL COMPLY WITH THE 2020 FBC RESIDENTIAL PA 1.0 PRODUCT APPROVAL CONC - CONCRETE PB - PUSH BUTTON CODE PA 1.1 PRODUCT APPROVAL CMU - CONCRETE MASONRY UNIT REF - REFRIGERATOR ❑ PORCHES AND BALCONIES PA 1.2 PRODUCT APPROVAL CONST - CONSTRUCT OR CONSTRUCTION RECP -RECEPTACLE CHAP. 3 PA 1.3 PRODUCT APPROVAL to N � CONT - CONTINUOUS OR CONTINUES REINF - REINFORCING > o K 0 CTR -CENTER REQD - REQUIRED CJ - CONTROL JOINT R/A - RETURN AIR SH 1.1 HURRICANE SHUTTERS 0 M M /r HANDRAILS - CHAP. 3 SH 1.1 HURRICANE SHUTTERS M m t' DP - DEEP OR DEPTH RO - ROUGH OPENING SH 1.2 HURRICANE SHUTTERS �- p U DTL - DETAIL RS - ROUGH SAWN ❑ GUARDRAILS - CHAP. 3 SH 1.3 HURRICANE SHUTTERS to F -0 co t o ,6 DIA - DIAMETER SC - SOLID CORE SH 1.4 HURRICANE SHUTTERS � O 2 0 DIM - DIMENSION SCP - SCUPPER STAIRS - CHAP. 3 _� O 8 ° Q DISCON -DISCONNECT SCRN -SCREEN t U H 1.5 HURR ANE NUTTERS DW -DISHWASHER SIM -SIMILAR ❑ CHIMNEY & FIREPLACE .N V LU O C WP 1.0 WATERPROOFING DETAILS O � � � DR -DOOR SHLVS -SHELVES CHAP. 10 a L o E DBL - DOUBLE S/R - SHELF & ROD a �C_) o _0 DWG - DRAWING SH - SINGLE HUNG WINDOW EGRESS WINDOWS EA -EACH SGD - SLIDING GLASS DOOR ❑ ELEC - ELECTRICAL SPECS - SPECIFICATIONS CHAP. 3 ELEV - ELEVATOR SQ FT - SQUARE FEET 5. ALL OPENINGS SHALL COMPLY WITH 2O20 FBC RESIDENTIAL WIND LOADS AS STATED EQ -EQUAL SQ IN - SQUARE INCH BELOW. ATTACHMENTS OF WINDOWS, DOORS, SLIDING GLASS DOORS AND O.H. EQUP - EQUIPMENT STD -STANDARD GARAGE DOORS ARE TO DELEGATED THE MANUFACTURER OF THESE ITEMS. THE EXP JT - EXPANSION JOINT STL -STEEL MANUFACTURER OF THESE ITEMS SHALL SUBMIT ATTACHMENTS FOR SITE EXT - EXTERIOR STRUCT -STRUCTURAL FIN FLR - FINISHED FLOOR TEMP -TEMPERED INSTALLATION. FIN - FIN THK - THICK OR THICKNESS EW - EACH WAY TB - TOWEL BAR SEE ATTACHED SPECIFICATION SHEETS FOR MANUFACTURERS DESIGN CRITERIA FG - FIXED GLASS TOC - TOP OF CONCRETE AND INSTALLATION METHODS FOR WINDOWS, DOORS, SLIDING GLASS DOORS, FD - FLOOR DRAIN TOM - TOP OF MASONRY OVERHEAD GARAGE DOORS, AND ROOFING. FE - FIRE EXTINGUISHER TOP - TOP OF PLATE FLR - FLOOR TP - TOILET PAPER HOLDER 6. ALL DOORS INTERIOR & EXTERIOR ARE 6'-8" UNLESS OTHERWISE NOTED ALL FLOUR - FLUORESCENT TYP - TYPICAL FTG - FOOTING UNO - UNLESS NOTED OTHERWISE SHOWER ENCLOSURES TO BE TEMPERED GLASS FR DR - FRENCH DOOR VAC -VACUUM w � w _j w w o� o GALV - GALVANIZED VAL -VALANCE 7. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18" OF FLR W W w p ¢ Q 2 J ¢ - z 0 z GA -GAUGE VERT - VERTICAL TO BE TEMPERED GLASS. (SECTION R308) U a o x J `� W o o o GB -GRAB BAR VIF -VERIFY IN FIELD j F' OWO0wZZwwZ�UZ=QQ Sao o�oom z GFI / GFCI- GROUND FAULT CIRCUIT INTERRUPTOR VTR - VENT THROUGH ROOF DIMENSIONING: O O w a > cn w w in w W z O GLS -GLASS V -VOLT O Z Q�< WgFnKwz��, a. GWB - GYPSUM WALL BOARD WC - WATER CLOSET A. DIMENSIONS INDICATED ARE TO: o wx o ? o z GYPBRD - GYPSUM BOARD WH - WATER HEATER w Q O ►- a w A.1. CMU WALL: OUTSIDE FACE OF WALL HD - HEAD WL - WIND LOAD A.2. INTERIOR FRAMED WALLS: PLAN WEST (OR PLAN NORTH) FROM FACE OF HVAC - HEATING, VENTILATING, AIR CONDITIONING WP - WEATHERPROOF CORE -STUD HT - HEIGHT WWM - WELDED WIRE MESH A.2.1. DIMENSIONS ARE NOT FROM ELEMENTS ATTACHED TO CORE STUD - I.E. It HB - HOSE BIB W - WIDE OR WIDTH FURRING\ C)HC - HANDICAP WDW - WINDOW C)INSUL - INSULATION W/ - WITH A.3. EXTERIOR FRAMED WALLS: TO OUTSIDE FACE OF STRUCTURAL CORE -STUD N INT - INTERIOR WD - WOOD A.4. WINDOW OPENINGS: z W LVL - LAMINATED VENEER LUMBER A.4.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING 0 W LT - LAUNDRY TUB A.4.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING LGT - LIGHT A.5. DOOR OPENINGS: (0 5 r-- MAIL - MAXIMUM MATEAL A.5.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING > � q O A.5.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING MFR -MANUFACTURER 0 i,_ M O MECH -MECHANICAL A.5.3. INTERIOR FRAMED WALLS: ADJACENT TO SIDE WALL: 5" RETURN MEASURED Q M � MTL - METAL FROM THE FINISH FACE OF ADJACENT WALL TO INTERIOR FACE OF DOOR _1 MC - MEDICINE CABINET FRAME I W LL_ MIN - MINIMUM A.5.4. INTERIOR FRAMED WALLS: AWAY FROM SIDE WALLS: DIMENSIONED TO CENTERLo OF DOOR < a M A.6. SPECIAL AND CODE REQUIRED CLEARANCES - AS INDICATED ON PLANS OR FINISH a• �- SURFACE TO FINISH SURFACE Q }- Q 00 SYMBOL LEGEND. A.6.1. EXAMPLE: T-0" CLEAR INSIDE FINISH FOR ADA TRANSFER SHOWER z V F- B. ALIGNMENT OF WALLS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE AND z = STAIR CALL OUT - HEIGHT OFHEET NUMBER PLUMB. LU W -STEP DOWN AlA13E-- C. THE PRIORITY FOR PROJECT DIMENSIONS SHALL BE IN THE FOLLOWING ORDER: J O 1 IC)NT ELEV NUMBER C.1. CODE MINIMUM -MAXIMUM DIMENSIONS AND CLEARANCES FOOTING CALL OUT - C.2. LOAD BEARING CONCRETE MASONRY UNIT WALLS Cfl STEP DOWN ARROW SHOWS AO = SEE FOOTING SCHEDULE CALLOUT DIRECTION OF VIEW C.3. FRAMED WALLS EXTERIOR miARROW SHOWS INTERIOR ELEVATION CA. FRAMED WALLS INTERIOR O = KEYNOTE CALL OUT DIRECTION OF VIEW MARKER C.5. DOORS AND WINDOWS 1 D. FLOOR ELEVATIONS ARE INDICATED TO THE FACE OF THE STRUCTURAL SLAB - N ELEV NUMBER UNLESS OTHERWISE NOTED o A9 ARROW SHOWS PRE -CAST LINTEL CALL SHEET NUMBER DIRECTION OF CUT E. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE ti qO = OUT - SEE LENTEL EXTERIOR 1 OF MATERIAL AT THE DIMENSION POINT - UNLESS OTHERWISE NOTED N SCHEDULE ELEVATION MARKER All SECTION NUMBER F. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF THE 11 STRUCTURAL MATERIAL ABOVE AS SCHEDULED C)1 F ELEV NUMBER SHEET NUMBER G. DIMENSIONS SHOWN ON THE DRAWINGS SHALL INDICATE THE REQUIRED SIZE, LG-2 LEDGER CALL OUT - SEE SHEET NUMBER CLEARANCE AND DIMENSIONAL RELATIONSHIP BETWEEN PROJECT SYSTEMS AND LEDGER SCHEDULE 4 <Al5 2 COMPONENTS - DIMENSIONS SHALL NOT BE DETERMINED BY SCALING THE O __ARROW SHOWS LOCATION OF CUT DRAWINGS. c6 C)r r DIRECTION OF VIEW (0 00 C) C) C)r N N N N N MULTI VIEW INTERIOR SECTION ELEVATION MARKER MARKER C) C) C) C) C) C) C) N N N N N N N 00 M r O N N G_- O N CM O O CO O O O r r O O C NV, ON MV-1 L0 CO ti OCT 18 2022 Lo d. VV\ 1 Cr z z CO u) z Virtual Review Assist, Inc. O -1-�+ O w co Plans Review completed and approved O U o ~ o L N NARSIM for compliance with the 2020 FBC 7th Edit' 0 Q by Debra Anne Klahr PX2300 ~ W w 2 -0 U) z w Q =moZ LENNAR TAMPA DIVISION Q �z L W 4600 W CYPRESS ST SUITE 200 0 la �¢W0 � Mzx NOTICE TO BUILDER & ALL SUBCONTRACTORS TAM PA FL 33607 cv W �`' a W U�ZCD 813.574.5700 IT IS THE INTENT OF DESIGN PROFESSIONAL LISTED IN THE TITLE z = Q z BLOCK THAT THESE DOCUMENTS ARE ACCURATE, PROVIDING Z F- O U LICENSED PROFESSIONALS CLEAR INFORMATION. EVERY ATTEMPT z HAS BEEN MADE TO PREVENT ERRORS: THE BUILDER AND ALL SUBCONTRACTORS ARE REQUIRED TO REVIEW ALL THE O Q INFORMATION CONTAINED IN THESE DOCUMENTS, PRIOR TO THE COMMENCEMENT OF ANY WORK. THE DESIGN PROFESSIONAL ARE NOT RESPONSIBLE FOR ANY PLAN ERRORS, OMISSIONS,OR z MISINTERPRETATIONS UNDETECTED AND NOT REPORTED TO THE C S Z DESIGN PROFESSIONAL PRIOR TO CONSTRUCTION. ALL z W CONSTRUCTION MUST BE IN ACCORDANCE TO THE INFORMATION N FOUND IN THESE DOCUMENTS. ANY QUESTIONS REGARDING THE W O o INFORMATION FOUND IN THESE PLANS SHOULD BE DIRECTED TO THE LAST PLOT DATE DESIGN PROFESSIONAL LISTED IN THIS TITLE PAGE. NO BACK CHARGES WILL BE CONSIDERED FOR REIMBURSEMENT BY THE 2382May. 2, 22 DESIGN PROFESSIONAL WITHOUT ADVANCED NOTIFICATION AND O APPROVAL BY THE DESIGN PROFESSIONAL. 0 COVER SHEET