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I� ABBREVIATIONS GENERAL NOTES VERSION CHANGES INDEX OF DRAWINGS ABV -ABOVE MLDG -MOULDING VERSION DESCRIPTION OF CHANGES SHT NO: TITLE AFF -ABOVE FINISH FLOOR MNT - MOUNT OR MOUNTING THE FOLLOWING TECHNICAL CODES SHALL APPLY: 1.0 PLAN REVISIONS CS COVER SHEET `o N AHU -AIR HANDLER. UNIT MO - MASONRY OPENING Al FOUNDATION PLAN 0 A/C -AIR CONDITIONING MUNT - MUNTINS 2020 FLORIDA BUILDING CODE RESIDENTIAL, PLUMBING, MECHANICAL, FUEL GAS, 2.0 TYPICAL TRUSS CONNECTOR REVISION A2 1ST FLOOR PLAN M ALUM - ALUMINUM # -NUMBER ENERGY EFFICIENCY, ACCESSIBILITY, AND NFPA 70 NATIONAL ELECTRICAL CODES 2017 AT -ALUMINUM THRESHOLD OC - ON CENTER • ' - 3.0 ELEVATION A ENTRY PORCH ROOF UPDATE A3 2ND FLOOR PLAN M _ J AB -ANCHOR BOLT 4.0 FLORIDA BUILDING CODE 7TH EDITION 2020 UPDATE A4 ROOF PLAN 0y'c 00 OGD -OVERHEAD GARAGE DOOR 2020 FBC PLUMBING RESIDENTIAL SECTION 604 � � a � AVG -AVERAGE OPNG -OPENING 1. TANK TYPE WATER CLOSET VOLUME ( ) A4.1 2ND FLOOR FRAMING &ROOF PLAN BFE -BASE FLOOD ELEVATION LO OPP - OPPOSITE 1.6 GALLONS 5.0 ADDING K, L, M ELEVATIONS A5 EXTERIOR ELEVATIONS BM -BEAM OPT - OPTIONAL A ° A6 1ST FLOOR ELECTRICAL PLAN BLK -BLOCK OH - OVER HANG 6.0 ADDED SHEETS WP2.0 AND WP2.1 TO SHEET INDEX A6.1 2ND FLOOR ELECTRICAL PLAN • Q BLDG - BUILDING 2. WATER - FLOW RATE. • P . OH CABS- OVERHEAD CABS SNO STRUCTURAL NOTES �y • z BRD -BOARD PNT - PAINT FINISH PUBLIC FACILITIES LAV 0.5 G.P.M. SN1 STRUCTURAL NOTES i BRG - BEARING PTD -PAINTED PRIVATE FACILITIES LAV 2.2 G.P.M. S3M FOUNDATION DETAILS �: BTM -BOTTOM PED -PEDESTAL SHOWER HEADS 2.5 G.P.M. o S4 FRAME WALL DETAILS BUC - BUILT UP COLUMN PERF -PERFORATED S5 ROOF FRAMING DETAILS -� C' CAB - CABINET PLT -PLATE 3. ALL PLUMBING WATER LINES S6 WALL SECTION DETAILS l� CD - CONSTRUCTION DOCUMENTS PLYWD - PLYWOOD TO BE CPVC (� `U w CLG - CEILING PKT -POCKET SS RETRO FIT DETAILS CLG HT - CEILING HEIGHT LB -POUND VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO ST STAIR DETAILS o CEMT - CEMENTITIOUS PSF - POUNDS PER SQUARE FOOT JOBSITE CONDITIONS S11 PRECAST DETAILS >J Q CL - CENTERLINE PSI - POUNDS PER SQUARE S12 PRECAST DETAILS COL -COLUMN PT - PRESSURE TREATED THE FOLLOWING SHALL COMPLY WITH THE 2020 FBC RESIDENTIAL PA1.0 PRODUCT APPROVAL CONC - CONCRETE PB - PUSH BUTTON CODE PA1.1 PRODUCT APPROVAL CMU - CONCRETE MASONRY UNIT REF - REFRIGERATOR PA1.2 PRODUCT APPROVAL N Q) LO ry o CONST - CONSTRUCT OR CONSTRUCTION RECP -RECEPTACLE Q PORCHES AND BALCONIES L PA1.3 PRODUCT APPROVAL L ,o ,o U CONT -CONTINUOUS OR CONTINUES REINF -REINFORCING CHAP. 3 p coco ` CTR -CENTER READ -REQUIRED PA1.4 PRODUCT APPROVAL PA1.5 PRODUCT APPROVAL N V Q n v CJ -CONTROL JOINT R/A - RETURN AIR Q HANDRAILS - CHAP. 3 DTL - DETAIOR DEPTH R� -ROUGH SAWNOPENING w `� a DP - DEEP - ROUGH SH 1.0 HURRICANE SHUTTERS o DIA - DIAMETER SC - SOLID CORE _ U _ , < Q GUARDRAILS - CHAP. 3 .� 0 SH 1.1 HURRICANE SHUTTERS � SH 1.2 HURRICANE SHUTTERS � � �� Q Q1� DIM -DIMENSION SCP -SCUPPER SH 1.3 HURRICANE SHUTTERS DISCON - DISCONNECT SCRN -SCREEN Q STAIRS - CHAP. 3 SH 1.4 HURRICANE SHUTTERS Q� L o ��' DW - DISHWASHER SIM - SIMILAR SH 1.5 HURRICANE SHUTTERS a DR -DOOR SHLVS -SHELVES Q CHIMNEY & FIREPLACE CHAP. 10 WP1.0 WATERPROOFING DETAILS DBL - DOUBLE S/R - SHELF & ROD WP2.0 WATERPROOFING DETAILS DWG - DRAWING SH - SINGLE HUNG WINDOW WP2.1 WATERPROOFING DETAILS EA -EACH SGD - SLIDING GLASS DOOR Q EGRESS WINDOWS 4 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 EQUP - EQUIPMENT STD -STANDARD STATED BELOW. ATTACHMENTS OF WINDOWS, DOORS, SLIDING GLASS DOORS EXP JT - EXPANSION JOINT STL -STEEL AND O.H. GARAGE DOORS ARE TO DELEGATED THE MANUFACTURER OF THESE EXT - EXTERIOR STRUCT -STRUCTURAL ITEMS. THE MANUFACTURER OF THESE ITEMS SHALL SUBMIT ATTACHMENTS FOR FIN FLR - FINISHED FLOOR TEMP -TEMPERED SITE 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 w w o FTG - FOOTING UNO - UNLESS NOTED OTHERWISE SHOWER ENCLOSURES TO BE TEMPERED GLASS W � < W af a z � FR DR - FRENCH DOOR VAC - VACUUM U L�J � zo) < 8 3 � < Q � 0 0 J o GALV - GALVANIZED VAL -VALANCE 7. ALL WINDOWS WITHIN 24" OF DOORS INTERIOR & EXTERIOR AND WITHIN 18" OF Q Q U D 0 o Z LL w o Z 2 0 0 r ( ) 90 0E00m0Z U GA -GAUGE VERT - VERTICAL Z) F" o w w - Z w - Z � FLR TO BE TEMPERED GLASS. (SECTION R308) GB -GRAB BAR VIF -VERIFY IN FIELD �a¢owYozwzowCoa GFI / GFCI- GROUND FAULT CIRCUIT INTERRUPTOR VTR -VENT THROUGH ROOF DIMENSIONING: z ¢ o w 2 Y z 2 GLS - GLASS V - VOLT o¢ o Q w GWB - GYPSUM WALL BOARD WC - WATER CLOSET A. DIMENSIONS INDICATED ARE TO: GYPBRD -GYPSUM BOARD WH -WATER HEATER 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 O HB - HOSE BIB W - WIDE OR WIDTH A.2.1. DIMENSIONS ARE NOT FROM ELEMENTS ATTACHED TO CORE STUD - I.E. O HC -HANDICAP WDW -WINDOW FURRING\ Z cV INSUL - INSULATION W/ - WITH LU INT -INTERIOR WD -WOOD A.3. EXTERIOR FRAMED WALLS: TO OUTSIDE FACE OF STRUCTURAL CORE -STUD � � LVL - LAMINATED VENEER LUMBER A.4. WINDOW OPENINGS: 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 MAX - MAXIMUM A.5. DOOR OPENINGS: Q co O MATL - MATERIAL A.5.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING (n M � MFR -MANUFACTURER A.5.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING < J MECH - MECHANICAL A.5.3. INTERIOR FRAMED WALLS: ADJACENT TO SIDE WALL: 5" RETURN MEASURED IL � MTL - METALLJ L FROM THE FINISH FACE OF ADJACENT WALL TO INTERIOR FACE OF DOOR MC - MEDICINE CABINET FRAME I�- W < U? MIN -MINIMUM A.5.4. INTERIOR FRAMED WALLS: AWAY FROM SIDE WALLS: DIMENSIONED TO CENTER T- OF DOOR 00 A.6. SPECIAL AND CODE REQUIRED CLEARANCES - AS INDICATED ON PLANS OR FINISH z 0 SURFACE TO FINISH SURFACE SYMBOL LEGEND . A.6.1. EXAMPLE: T-0" CLEAR INSIDE FINISH FOR ADA TRANSFER SHOWER z B. ALIGNMENT OF WALLS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE AND J = STAIR CALL OUT HEIGHT OF SHEET NUMBER PLUMB. (0- � STEP DOWN C. THE PRIORITY FOR PROJECT DIMENSIONS SHALL BE IN THE FOLLOWING ORDER: � � \\ 1 INT ELEV NUMBER C.1. CODE MINIMUM -MAXIMUM DIMENSIONS AND CLEARANCES FOOTING CALL OUTC.2. LOAD BEARING CONCRETE MASONRY UNIT WALLS O = SEE FOOTING STEP DOWN ARROW SHOWS 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 4z::::SHEET D. FLOOR ELEVATIONS ARE INDICATED TO THE FACE OF THE STRUCTURAL SLAB - ELEV NUMBER UNLESS OTHERWISE NOTEDARROW SHOWS PRE -CAST LINTEL CALL NUMBER DIRECTION OF CUT E. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE �q = OUT - SEE LENTEL EXTERIOR 1 OF MATERIAL AT THE DIMENSION .POINT - UNLESS OTHERWISE NOTED SCHEDULE ELEVATION MARKER All 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 LEDGER CALL OUT - SEE G. DIMENSIONS SHOWN ON THE DRAWINGS SHALL INDICATE THE REQUIRED SIZE, LEDGER SCHEDULE 4 A15 2 SHEET NUMBER CLEARANCE AND DIMENSIONAL RELATIONSHIP BETWEEN PROJECT SYSTEMS AND I� LOCATION OF CUT COMPONENTS - DIMENSIONS SHALL NOT BE DETERMINED BY SCALING THE 3 E--ARROW SHOWS DRAWINGS. O DIRECTION OF VIEW MULTI VIEW INTERIOR SECTION N o 0 0 N CO ELEVATION MARKER MARKER o 0 0 0 0 0 xm R�� to p O�r000 i z 0 MAY 18 2023 NL0 w o d o 0 0 0 Li > r N ri qr Lri co i ��► Cr �.��;l MAT 2 2023 � CD z }� Q W O }� Z 0 Woo W _ U VRA.� �Zj O °w� F= N NA Flow Virtual Review Assist, Inc. Z a�a Plans Review completed and approved Q for compliance with the 2020 FBC 7th Edi on to ~ w Q L E N N A R TA M PA DIVISION by Debra Anne Klanr Px2s°° r.4 = m W N Zo= 4600 W CYPRESS ST, SUITE 200 w NOTICE TO BUILDER & ALL SUBCONTRACTORS 0O ZWO TAMPA; FL 33607 z az" IT IS THE INTENT OF DESIGN PROFESSIONAL LISTED IN THE TITLE 813.574.5700 BLOCK THAT THESE DOCUMENTS ARE ACCURATE, PROVIDING z LICENSED PROFESSIONALS CLEAR INFORMATION. EVERY ATTEMPT U J HAS BEEN MADE TO PREVENT ERRORS: THE BUILDER AND ALL O 0 SUBCONTRACTORS ARE REQUIRED TO REVIEW ALL THE INFORMATION -CONTAINED IN THESE DOCUMENTS, PRIOR TO THE MM COMMENCEMENT OF ANY WORK. THE DESIGN PROFESSIONAL ARE C NOT RESPONSIBLE FOR ANY PLAN ERRORS, OMISSIONS,OR Q MISINTERPRETATIONS UNDETECTED AND NOT REPORTED TO THE z z DESIGN PROFESSIONAL PRIOR TO CONSTRUCTION. ALL SW CONSTRUCTION MUST BE IN ACCORDANCE TO THE INFORMATION LIJ O FOUND IN THESE DOCUMENTS. ANY QUESTIONS REGARDING THE N 2216 INFORMATION FOUND IN THESE PLANS SHOULD BE DIRECTED TO THE N LAST PLOT DATE DESIGN PROFESSIONAL LISTED IN THIS TITLE PAGE. NO BACK > March 23, 2023 CHARGES WILL BE CONSIDERED FOR REIMBURSEMENT BY THE z O DESIGN PROFESSIONAL WITHOUT ADVANCED NOTIFICATION AND APPROVAL BY THE DESIGN PROFESSIONAL. J COVER SHEET