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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 Ce, AHU - AIR HANDLER UNIT MO - MASONRY OPENING Al FOUNDATION PLAN N A/C - AIR CONDITIONING MUNT - MUNTINS 2020 FLORIDA BUILDING CODE RESIDENTIAL, PLUMBING, MECHANICAL, FUEL GAS, 2.0 TYPICAL TRUSS CONNECTOR REVISION A2 1 ST FLOOR PLAN ALUM - ALUMINUM # -NUMBER ENERGY EFFICIENCY, ACCESSIBILITY, AND NFPA 70 NATIONAL ELECTRICAL CODES 2017 t co 3.0 ELEVATION A ENTRY PORCH ROOF UPDATE A3 2ND FLOOR PLAN M AT -ALUMINUM THRESHOLD OC - ON CENTER . A4 ROOF PLAN m A AB - ANCHOR BOLT OGD - OVERHEAD GARAGE DOOR 2020 FBC PLUMBING RESIDENTIAL SECTION 604 4.0 FLORIDA BUILDING CODE 7TH EDITION 2020 UPDATE. Lo AVG -AVERAGE OPNG - OPENING 1. TANK TYPE WATER CLOSET VOLUME ( ) A4.1 2ND FLOOR FRAMING & ROOF PLAN "`� co BFE - BASE FLOOD ELEVATION OPP -OPPOSITE 5.0 ADDING K, L, M ELEVATIONS A5 EXTERIOR ELEVATIONS 4x N4 BM -BEAM OPT -OPTIONAL 1.6 GALLONS Lo 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 2. WATER - FLOW RATE.: Q BLDG - BUILDING OH CABS- OVERHEAD CABS SNO STRUCTURAL NOTES aF; PUBLIC FACILITIES LAV 0.5 G.P.M. \\\ BIRD -BOARD PNT - PAINT FINISH SN1 STRUCTURAL NOTES $ A O °6 'P° w BRG - BEARING PTD -PAINTED PRIVATE FACILITIES LAV 2.2 G.P.M. S3M FOUNDATION DETAILS �� x BTM -BOTTOM PED -PEDESTAL SHOWER HEADS 2.5 G.P.M. S4 FRAME WALL DETAILS 0 BUC - BUILT UP COLUMN PERF -PERFORATED cl - - S5 ROOF FRAMING DETAILS CAB - CABINET PLT -PLATE 3. ALL PLUMBING WATER LINES S6 WALL SECTION DETAILS' CD - CONSTRUCTION DOCUMENTS PLYWD - PLYWOOD TO BE CPVC Uri ` CLG - CEILING PKT -POCKET SS RETRO FIT DETAILS ,J N w CLG HT - CEILING HEIGHT LB -POUND VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO ST STAIR DETAILS Q CEMT - CEMENTITIOUS PSF - POUNDS PER SQUARE FOOT JOBSITE CONDITIONS S11 PRECAST DETAILS z z 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 PAl .1 PRODUCT APPROVAL CMU - CONCRETE MASONRY UNIT REF - REFRIGERATOR PA1.2 PRODUCT APPROVAL N LO':� E CONST - CONSTRUCT OR CONSTRUCTION RECP -RECEPTACLE Q PORCHES AND BALCONIES > O-N o CON'r - CONTINUOUS OR CONTINUES REINF - REINFORCING CHAP. 3 PA1.3 PRODUCT APPROVAL N L. co 6 CTR -CENTER REQD - REQUIRED PA1.4 PRODUCT APPROVAL } co PA1.5 PRODUCT APPROVAL } O u CJ - CONTROL JOINT R/A - RETURN AIR Q HANDRAILS - CHAP. 3 N V -0mDP - DEEP , DTL - DETAIL DEPTH RSO - ROUGH SAWN OPENING E o c o - ROUGH SH 1.0 HURRICANE SHUTTERS Q GUARDRAILS - CHAP. 3 SH 1.1 HURRICANE SHUTTERS � DIA - DIAMETER Sc - SOLID CORE SH 1.2 HURRICANE SHUTTERS � N Q DIM -DIMENSION SCP - SCUPPER STAIRS - CHAP. 3 SH 1.3 HURRICANE SHUTTERS S w Q DISCON - DISCONNECT SCRN -SCREEN Q V 00 DW -DISHWASHER SIM -SIMILAR SH 1.4 HURRICANE SHUTTERS L.F;, DR -DOOR SHLVS -SHELVES Q SH 1.5 HURRICANE SHUTTERS O a v CHIMNEY &FIREPLACE DBL - DOUBLE S/R - SHELF & ROD CHAP. 10 WP1.0 WATERPROOFING DETAILS DWG - DRAWING SH - SINGLE HUNG WINDOW WP2.0 WATERPROOFING DETAILS EA -EACH SGD - SLIDING GLASS DOOR Q EGRESS WINDOWS WP2.1 WATERPROOFING DETAILS 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 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 TIP - TOILET PAPER HOLDER FLOUR - FLUORESCENT TYP - TYPICAL 6. ALL DOORS INTERIOR & EXTERIOR ARE 6'-8" UNLESS OTHERWISE NOTED ALL uj FTG - FOOTING UNO - UNLESS NOTED OTHERWISE SHOWER ENCLOSURES TO BE TEMPERED GLASS °w � w C w o FIR DR - FRENCH DOOR VAC -VACUUM W W UJ w o Q ¢ 2 a ¢� Y z o z C� w � -r O LL () LL 0 GALV - GALVANIZED VAL -VALANCE 7. ALL WINDOWS WITHIN 24" OF DOORS INTERIOR & EXTERIOR AND WITHIN 18" OF _U Q 3 R J 0 � � o co 0 0 " ( ) Q a D o<z,�w_zm� �¢Q GA - GAUGE VERT - VERTICAL FLR TO BE TEMPERED GLASS. (SECTION R308) F- p o w w w o 2 o w o o m 0z z � u GB - GRAB BAR VIF - VERIFY IN FIELD O O � o�> Z o Z Z w o W 0� CL GFI / GFCI- GROUND FAULT CIRCUIT INTERRUPTOR VTR - VENT THROUGH ROOF Q Z _j< ¢ o w ¢ 7 _ w z , v a GLS -GLASS V -VOLT o Q 0 0 0< Q w DIMENSIONING: LL ¢ o w �_ i � w 0 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 p 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\ N INSUL - INSULATION W/ - WITH A.3. EXTERIOR FRAMED WALLS: TO OUTSIDE FACE OF STRUCTURAL CORE -STUD z W INT - INTERIOR WD - WOOD A.4. WINDOW OPENINGS: 0 LVL - LAMINATED VENEER LUMBER A.4.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING U) ti T L- LIGHT TUB A.4.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING � CD Cp4 p MAX - MAXIMUM A.5. DOOR OPENINGS: 0 M 0 MATL - MATERIAL A.5.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING Q m � 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 a' U) IL qq- MTL - METAL U) � FROM THE FINISH FACE OF ADJACENT WALL TO INTERIOR FACE OF DOOR MC - MEDICINE CABINET FRAME Q W Q Lo MIN - MINIMUM A.5.4. INTERIOR FRAMED WALLS: AWAY FROM SIDE WALLS: DIMENSIONED TO CENTER ~ 0- M OF DOOR 00 A.6. SPECIAL AND CODE REQUIRED CLEARANCES - AS INDICATED ON PLANS OR FINISH Z U 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 p FA = STAIR CALL OUT HEIGHT OF SHEET NUMBER PLUMB. FOOTING CALL OUT - C. THE PRIORITY FOR PROJECT DIMENSIONS SHALL BE IN THE FOLLOWING ORDER: d. P DO 1 INT ELEV NUMBER C.1. CODE MINIMUM - MAXIMUM DIMENSIONS AND CLEARANCES STEP DOWN 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 � PRE -CAST LINTEL CALL SHEET NUMBER ARROW SHOWS DIRECTION OF CUT E. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE OA = OUT - SEE LENTEL EXTERIOR 1 OF MATERIAL AT THE DIMENSION POINT - UNLESS OTHERWISE NOTED j SCHEDULE ELEVATION MARKER All SECTION NUMBER F. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF THE I 1 L SHEET NUMBER STRUCTURAL MATERIAL ABOVE AS SCHEDULED ---ELEV NUMBER G. DIMENSIONS SHOWN ON THE DRAWINGS SHALL INDICATE THE REQUIRED SIZE, LEDGER CALL OUT - SEE LEDGER SCHEDULE 4 A15 2 SHEET NUMBER CLEARANCE AND DIMENSIONAL RELATIONSHIP BETWEEN PROJECT SYSTEMS AND ' LOCATION OF CUT COMPONENTS - DIMENSIONS SHALL NOT BE DETERMINED BY SCALING THE ' F---ARROW SHOWS DRAWINGS. 3 DIRECTION OF VIEW MULTI VIEW INTERIOR SECTION ELEVATION MARKER MARKER o Q o 0 N N O CD O N O O O O r r N N O r r O O O i ' 0 O N 0L) W CD > r N Lo APR 0 8 2023 QZ 4_0W O O W Woo N NARSW U UV� ir±gal Rcgdiov Assist, Inc. -0 O O�OLU< P12,"s RMOw cum and approu � Z a a coE l €aa,:cc v ;11 the 20,0 Fps 71 dilloo ¢ �d Q"�� -mLENNAR TAMPA DIVISION 0-.-,0 N � 4600 W CYPRESS ST, SUITE ZOO NOTICE TO BUILDER &ALL SUBCONTRACTORS w M�� TAMPA, FL 33607 Q ° gz LL IT IS THE INTENT OF DESIGN PROFESSIONAL LISTED IN THE TITLE z z 813.574.5700 00.0 BLOCK THAT THESE DOCUMENTS ARE ACCURATE, PROVIDING zLICENSED PROFESSIONALS CLEAR INFORMATION. EVERY ATTEMPTV Q HAS BEEN MADE TO PREVENT ERRORS: THE BUILDER AND ALL SUBCONTRACTORS ARE REQUIRED TO REVIEWALL THE 0 O n- INFORMATION CONTAINED IN THESE DOCUMENTS, PRIOR TO THE 0 M I► COMMENCEMENT OF ANY WORK. THE DESIGN PROFESSIONAL ARE LJJ NOT RESPONSIBLE FOR ANY PLAN ERRORS, OMISSIONS,OR Q MISINTERPRETATIONS UNDETECTED AND NOT REPORTED TO THE z DESIGN PROFESSIONAL PRIOR TO CONSTRUCTION. ALL w CONSTRUCTION MUST BE IN ACCORDANCE TO THE INFORMATION c r- FOUND IN THESE DOCUMENTS. ANY QUESTIONS REGARDING THE W T" N INFORMATION FOUND IN THESE PLANS SHOULD BE DIRECTED TO THE LAST PLCi r DATE DESIGN PROFESSIONAL LISTED IN THIS TITLE PAGE. NO BACK2216 CHARGES WILL BE CONSIDERED FOR REIMBURSEMENT BY THE DESIGN PROFESSIONAL WITHOUT ADVANCED NOTIFICATION AND z O APPROVAL BY THE DESIGN PROFESSIONAL. J CC�IER SHEET