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r 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 PLAN REVISIONS CS COVER SHEET N AHU - AIR HANDLER UNIT MO - MASONRY OPENING Al FOUNDATION PLAN A/C - AIR CONDITIONING MUNT - MUNTINS 2020 FLORIDA BUILDING CODE RESIDENTIAL, PLUMBING, MECHANICAL, FUEL GAS, 2.0 TRUSS CONNECTOR REVISION �: r, co # A2 FLOOR PLAN ,!,,'-- - - , Q ALUM - ALUMINUM -NUMBER ENERGY EFFICIENCY, ACCESSIBILITY, AND NFPA 70 NATIONAL ELECTRICAL CODES 2017 - 3.0 FLORIDA BUILDING CODE 7TH EDITION 2020 UPDATE A3 ROOF FRAMING PLAN AT -ALUMINUM THRESHOLD pM - ON CENTER ( ) ,, �• , ..�� AB - ANCHOR BOLT OGD - OVERHEAD GARAGE DOOR 2020 FBC PLUMBING RESIDENTIAL SECTION 604 4.0 GAS FIXTURES ADDED A4 ROOF PLAN C,�� `` o AVG -AVERAGE OPNG - OPENING 1. TANK TYPE WATER CLOSET VOLUME A5 EXTERIOR ELEVATIONS C•- � i,. 00 BFE - BASE FLOOD ELEVATION OPP - OPPOSITE 1.6 GALLONS 5.0 ADDED SHEETS WP2.0 AND WP2.1 TO THE SHEET INDEX A6 FLOOR ELECTRICAL PLAN `=L BM -BEAM OPT - OPTIONAL SNO STRUCTURAL NOTES BLK - BLOCK OH - OVER HANG SN1 STRUCTURAL NOTES Q It 2. WATER - FLOW RATE. S3M FOUNDATION DETAILS z BLDG -BUILDING OH CABS- OVERHEAD CABS � •� -5�(}5 `� BRD -BOARD PNT - PAINT FINISH PUBLIC FACILITIES LAV 0.5 G.P.M.III BRG - BEARING PTD - PAINTED PRIVATE FACILITIES LAV 2.2 G.P.M. S4 FRAME WALL DETAILS. , • ' BTM -BOTTOM SHOWER HEADS 2.5 G.P.M. p PED -PEDESTAL S5 ROOF FRAMING DETAILS BUC - BUILT UP COLUMN PERF -PERFORATED SS RETRO FIT DETAILS CAB - CABINET S11 PRECAST DETAILS -� PLT -PLATE 3. ALL PLUMBING WATER LINES w CD S12 PRECAST DETAILS -CONSTRUCTION DOCUMENTS PLYWD -PLYWOOD TO BE CPVC PA1.0 PRODUCT APPROVAL o: CLG - CEILING PKT -POCKET CLG HT - CEILING HEIGHT LB -POUND VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO PA1.1 PRODUCT APPROVAL z CEMT - CEMENTITIOUS PSF - POUNDS PER SQUARE FOOT JOBSITE CONDITIONS PA1.2 PRODUCT APPROVAL ¢ CL - CENTERLINE PSI - POUNDS PER SQUARE PA1.3 PRODUCT APPROVAL COL -COLUMN PT - PRESSURE TREATED THE FOLLOWING SHALL COMPLY WITH THE 2020 FBC RESIDENTIAL PA1.4 PRODUCT APPROVAL CONC - CONCRETE PB - PUSH BUTTON CODE PA1.5 PRODUCT APPROVAL CMU -CONCRETE MASONRY UNIT REF -REFRIGERATOR SH 1.0 HURRICANE SHUTTERS CONST - CONSTRUCT OR CONSTRUCTION RECP -RECEPTACLE Q PORCHES AND BALCONIES CONT - CONTINUOUS OR CONTINUES REINF - REINFORCING CHAP. 3 SH 1.1 HURRICANE SHUTTERS to > o 0 CTR -CENTER READ - REQUIRED CJ - CONTROL JOINT R/A - RETURN AIR Q HANDRAILS - CHAP. 3 SH 1.2 HURRICANE SHUTTERS � p` M C ti DP - DEEP OR DEPTH 4- O'+ o SH 1.3 HURRICANE SHUTTERS } � � RO - ROUGH OPENING DTL - DETAIL IRS - ROUGH SAWN Q GUARDRAILS - CHAP. 3 SH 1.4 HURRICANE SHUTTERS to E M DIA -DIAMETER SH 1.5 HURRICANE SHUTTERS j O u SC - SOLID CORE 'S DIM - DIMENSION SCP -SCUPPER WP1.0 WATERPROOFING DETAILS 0 �.;8 0 STAIRS - CHAP. 3 WP2.0 WATERPROOFING DETAILS U DISCON -DISCONNECT SCRN - SCREEN Q a DW - DISHWASHER SIM -SIMILAR WP2.1 WATERPROOFING DETAILS N w p_" i_" DR -DOOR SHLVS -SHELVES Q CHIMNEY & FIREPLACE L o M m 00 DBL - DOUBLE S/R - SHELF & ROD CHAP. 10 n °'v DWG - DRAWING SH - SINGLE HUNG WINDOW EA -EACH SGD - SLIDING GLASS DOOR Q EGRESS WINDOWS ELEC - ELECTRICAL SPECS - SPECIFICATIONS CHAP. 3 ELEV - ELEVATOR SQ FT - SQUARE FEET EQ -EQUAL SQ IN - SQUARE INCH 5. ALL OPENINGS SHALL COMPLY WITH 2O20 FBC RESIDENTIAL WIND LOADS AS STATED EQUP - EQUIPMENT STD -STANDARD BELOW. ATTACHMENTS OF WINDOWS, DOORS, SLIDING GLASS DOORS AND O.H. EXP JT - EXPANSION JOINT STL -STEEL GARAGE DOORS ARE TO DELEGATED THE MANUFACTURER OF THESE ITEMS. THE EXT - EXTERIOR STRUCT -STRUCTURAL MANUFACTURER OF THESE ITEMS SHALL SUBMIT ATTACHMENTS FOR SITE 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 TOM - TOP OF CONCRETE AND INSTALLATION METHODS FOR WINDOWS, DOORS, SLIDING GLASS DOORS, FD -FLOOR DRAIN TOM -TOP OF MASONRY FE - FIRE EXTINGUISHER TOP - TOP OF PLATE OVERHEAD GARAGE DOORS, AND ROOFING. FLR - FLOOR TP - TOILET PAPER HOLDER FLOUR -FLUORESCENT TYP - TYPICAL 6. ALL DOORS INTERIOR & EXTERIOR ARE 6'-8" UNLESS OTHERWISE NOTED ALL FTG - FOOTING LINO - UNLESS NOTED OTHERWISE SHOWER ENCLOSURES TO BE TEMPERED GLASS FR DR - FRENCH DOOR VAC -VACUUM °w Fw w w w a o GALV - GALVANIZED VAL -VALANCE 7. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18" OF FLR < LU < ° ¢ o u o o GA -GAUGE VERT - VERTICAL U ¢ x Z 0: U- m ° - TO BE TEMPERED GLASS. (SECTION R308) Q Q - ° N O z w � o z � ° ° � ¢ ¢ GB - GRAB BAR VIF - VERIFY IN FIELD H� a § O O m O O m Z � W W Z w-'W Z� GFI / GFCI- GROUND FAULT CIRCUIT INTERRUPTOR VTR - VENT THROUGH ROOF DIMENSIONING: C'1 J ¢ a o z � o Z z LL a0 w O° ii GWB -GYPSUM WALL BOARD LU V -VOLT O Z ¢ O a o ~ � o ¢ § ¢ ° ¢ WC - WATER CLOSET O O w GYPBRD - GYPSUM BOARD WH - WATER HEATER A. DIMENSIONS INDICATED ARE TO: HD - HEAD WL - WIND LOAD A.1. CMU WALL: OUTSIDE FACE OF WALL HVAC - HEATING, VENTILATING, AIR CONDITIONING WP - WEATHERPROOF A.2. INTERIOR FRAMED WALLS: PLAN WEST (OR PLAN NORTH) FROM FACE OF HT - HEIGHT WWM - WELDED WIRE MESH CORE -STUD HB - HOSE BIB W - WIDE OR WIDTH A.2.1. DIMENSIONS ARE NOT FROM ELEMENTS ATTACHED TO CORE STUD - I.E. J'� /) 0 HC - HANDICAP WDW - WINDOW FURRING\ N INSUL - INSULATION W/ - WITH A.3. EXTERIOR FRAMED WALLS: TO OUTSIDE FACE OF STRUCTURAL CORE -STUD Z INT - INTERIOR WD - WOOD Pq - r W LVL - LAMINATED VENEER LUMBER OPENINGS �`, 0 H A.4. WINDOW : LT - LAUNDRY TUB A.4.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING LGT - LIGHT A.4.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING `� 0 5 r-- MAX - MAXIMUM A.5. DOOR OPENINGS:' (0 O MATL - MATERIAL A.5.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING I) � `M O MFR -MANUFACTURER A.5.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING MECH - MECHANICAL A.5.3. INTERIOR FRAMED WALLS: ADJACENT TO SIDE WALL: 5" RETURN MEASURED -J Lq MTL - METAL FROM THE FINISH FACE OF ADJACENT WALL TO INTERIOR FACE OF DOOR MC - MEDICINE CABINET FRAME ~ MIN -MINIMUM A.5.4. INTERIOR FRAMED WALLS: AWAY FROM SIDE WALLS: DIMENSIONED TO CENTER W 0- crj OF DOOR t-t a M e- A.6. SPECIAL AND CODE REQUIRED CLEARANCES - AS INDICATED ON PLANS OR FINISH Q >- Q 00 SYMBOL LEGEND . A.6.1. SURFACE E: T-10" CLEARACE INSIDE FINISH FOR ADA TRANSFER SHOWER z U ~ z� B. ALIGNMENT OF WALLS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE AND a = STAIR CALL OUT HEIGHT OF SHEET NUMBER PLUMB. J 0 STEP DOWN C. THE PRIORITY FOR PROJECT DIMENSIONS SHALL BE IN THE FOLLOWING ORDER: C0 1 INT ELEV NUMBER C.1. CODE MINIMUM - MAXIMUM DIMENSIONS AND CLEARANCES 11, FOOTING CALL OUT - STEP DOWN ARROW SHOWS C.2. LOAD BEARING CONCRETE MASONRY UNIT WALLS C = SEE FOOTING SCHEDULE CALLOUT DIRECTION OF VIEW C.3. FRAMED WALLS EXTERIOR ARROW SHOWS INTERIOR ELEVATION CA. FRAMED WALLS INTERIOR = 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 - A9 ELEV NUMBER UNLESS OTHERWISE NOTED ARROW SHOWS E. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE PRE -CAST LINTEL CALL SHEET NUMBER DIRECTION OF CUT OA OUT - SEE SCHEDULE LENTEL ELEVAEXTERIOR TION MARKER 1 OF MATERIAL AT THE DIMENSION POINT - UNLESS OTHERWISE NOTED Al SECTION NUMBER F. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF THE 1 <----ELEV NUMBER SHEET NUMBER STRUCTURAL MATERIAL ABOVE AS SCHEDULED 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 0 LEDGER SCHEDULE 4 A15 COMPONENTS - DIMENSIONS SHALL NOT BE DETERMINED BY SCALING THE 3 4--ARROW SHOWS LOCATION OF CUT DRAWINGS. DIRECTION OF VIEW MULTI VIEW INTERIOR SECTION ELEVATION MARKER MARKER RECEIVEc M �- o 0 0r 0 N N N N MAY .18 2023 O N �-- � O O O I CD 1 Z 0 CV � o d o 0 0 IIII r cV ri 4 ui MAY 12 2023 � � 1 Cr CO QZ O Zw �4-0-' W W o 0 O N NARM� UVV5 • 1--gz5; Virtual Review Assist, Inc. Lo -0 O oho Plans Review completed and approved W_a for compliance with the 2020 FBC 7th Edition z w g by Debra Anne Klahr PX2300 �- �' W � LENNAR TAMPA DIVISION �n = m=w �o 4600 W CYPRESS ST SUITE 200 z=co NOTICE TO BUILDER & ALL SUBCONTRACTORS w �� TAMPA, FL 33607 Q o gWW IT IS THE INTENT OF DESIGN PROFESSIONAL LISTED IN THE TITLE z aZ 813.574.5700 BLOCK THAT THESE DOCUMENTS ARE ACCURATE, PROVIDING Z L� LICENSED PROFESSIONALS CLEAR INFORMATION. EVERY ATTEMPT V HAS BEEN MADE TO PREVENT ERRORS: THE BUILDER AND ALL O SUBCONTRACTORS ARE REQUIRED TO REVIEW ALL THE 0 INFORMATION CONTAINED IN THESE DOCUMENTS, PRIOR TO THE COMMENCEMENT OF ANY WORK. THE DESIGN PROFESSIONAL ARE NOT RESPONSIBLE FOR ANY PLAN ERRORS, OMISSIONS,OR MISINTERPRETATIONS UNDETECTED AND NOT REPORTED TO THE DESIGN PROFESSIONAL PRIOR TO CONSTRUCTION. ALL Z w CONSTRUCTION MUST BE IN ACCORDANCE TO THE INFORMATION FOUND IN THESE DOCUMENTS. ANY QUESTIONS REGARDING THE � N INFORMATION FOUND IN THESE PLANS SHOULD BE DIRECTED TO THE LIJ DESIGN PROFESSIONAL LISTED IN THIS TITLE PAGE. NO BACK LAST PLOT DATE 1450 CHARGES WILL BE CONSIDERED FOR REIMBURSEMENT BY THE > March 23, 2023 DESIGN PROFESSIONAL WITHOUT ADVANCED NOTIFICATION AND O APPROVAL BY THE DESIGN PROFESSIONAL. J COVER SHEET A