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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 v ` M 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 1ST FLOOR PLAN ALUM - ALUMINUM # -NUMBER ENERGY EFFICIENCY, ACCESSIBILITY, AND NFPA 70 NATIONAL ELECTRICAL CODES 2017 = ,� f' i, AT -ALUMINUM THRESHOLD OC - ON CENTER 3.0 ELEVATION A ENTRY PORCH ROOF UPDATE A3 2ND FLOOR PLAN AB - ANCHOR BOLT OGD - OVERHEAD GARAGE DOOR 2020 FBC PLUMBING RESIDENTIAL SECTION 604 P.4 ROOF PLAN 4.0 FLORIDA BUILDING CODE 7TH EDITION (2020) UPDATE A4.1 2ND FLOOR FRAMING & ROOF PLAN c AVG -AVERAGE OPNG - OPENING 1. TANK TYPE WATER CLOSET VOLUME °00 A5 EXTERIOR ELEVATIONS a, BFE -BASE FLOOD ELEVATION OPP -OPPOSITE 1.6 GALLONS 5.0 ADDING K, L, M ELEVATIONS � �' ° ° �,� BM -BEAM OPT - OPTIONAL 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 p ¢ 2. WATER - FLOW RATE. BLDG - BUILDING OH CABS- OVERHEAD CABS SNO STRUCTURAL NOTES € _ ?g; z PUBLIC FACILITIES LAV 0.5 G.P.M. E BRG - BEARING PTD -PAINTED BRD -BOARD PNT PAINT FINISH SN1 STRUCTURAL NOTES PRIVATE FACILITIES LAV 2.2 G.P.M. 4 ucl BTM -BOTTOM PED -PEDESTAL O S3M FOUNDATION DETAILS _ SHOWER HEADS 2.5 G.P.M. �t ,'.' BUC -BUILT UP COLUMN PERF -PERFORATED S4 FRAME WALL DETAILS -� - - e p S5 ROOF FRAMING DETAILS ' i x CAB - CABINET PLT -PLATE 3. ALL PLUMBING WATER LINES L! CD - CONSTRUCTION DOCUMENTS PLYWD - PLYWOOD TO BE CPVC S6 WALL SECTION DETAILS CLG - CEILING PKT - POC'<ET SS RETRO FIT DETAILS o t V w CLG HT - CEILING HEIGHT LB -POUND VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO ST STAIR DETAILS z CEMT - CEMENTITIOUS PSF -POUNDS PER SQUARE FOOT JOBSITE CONDITIONS S11 PRECAST DETAILS + ¢ 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 1� Q CONC -CONCRETE PB - PUSH BUTTON CODE PA1.1 PRODUCT APPROVAL CMU - CONCRETE MASONRY UNIT REF - REFRIGERATOR PA1.2 PRODUCT APPROVAL N G% > o N o CONST - CONSTRUCT OR CONSTRUCTION RECP -RECEPTACLE [] PORCHES AND BALCONIES 0 L �o o q PA1.3 PRODUCT APPROVAL CONT - CONTINUOUS OR CONTINUES REINF REINFORCING CHAP. 3 C) M PA1.4 PRODUCT APPROVAL i�Ln CO. CTR -CENTER REQD - REQUIRED '� PA1.5 PRODUCT APPROVAL CJ - CONTROL JOINT R/A - RETURN AIR Q HANDRAILS - CHAP. 3 N -0-0- DP M - DEEP OR DEPTH RO - ROUGH OPENING DTL - DETAIL RS -ROUGH SAWN SH 1.0 HURRICANE SHUTTERS u o 2 0 SH 1.1 HURRICANE SHUTTERS rt� Q GUARDRAILS - CHAP. 3 .� U 9 Q DIA - DIAMETER SC - SOLID CORE SH 1.2 HURRICANE SHUTTERS _� DIM - DIMENSION SCP -SCUPPER Q STAIRS - CHAP. 3 SH 1.3 HURRICANE SHUTTERS ,N V w QN DISCON - DISCONNECT SCRN -SCREEN SH 1.4 HURRICANE SHUTTERS L 00 E CO DW - DISHWASHER SIM - SIMILAR SH 1.5 HURRICANE SHUTTERS a a DR -DOOR SHLVS -SHELVES Q CHIMNEY & FIREPLACE - DBL -DOUBLE S/R -SHELF &ROD CHAP. 10 WP1.0 WATERPROOFING DETAILS WP2.0 WATERPROOFING DETAILS DWG - DRAWING SH - SINGLE HUNG WINDOW WP2.1 WATERPROOFING DETAILS 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 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 TP - TOILET PAPER HOLDER FLOUR - FLUORESCENT TYP - TYPICAL 6. ALL DOORS INTERIOR & EXTERIOR ARE 6-8" UNLESS OTHERWISE NOTED ALL o w W o FTG -FOOTING UNO - UNLESS NOTED OTHERWISE SHOWER ENCLOSURES TO BE TEMPERED GLASS W F- < o � c z � FIR DR -FRENCH DOOR VAC -VACUUM LLJ U LU �°2�¢o¢�¢Ct�oo_o GALV - GALVANIZED VAL -VALANCE 7. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18" OF Q Q U o J Z u 3 g Z 2 ° o z ¢ ¢ (u)��0z0=00MzZ GA -GAUGE VERT -VERTICAL FLR TO BE TEMPERED GLASS. (SECTION R308) W W CLW 7 W W W F5� � ¢ GB -GRAB BAR VIF -VERIFY IN FIELD C� JQa>zYe0 zz_OW0oCL GFI / GFCI- GROUND FAULT CIRCUIT INTERRUPTOR VTR -VENT THROUGH ROOF DIMENSIONING: O0 Z ¢ o w W ~ I Y o 2 ¢ ¢ GLS -GLASS V - VOLT o a o< Q W GWB - GYPSUM WALL BOARD WC - WATER CLOSET 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 00 HB - HOSE BIB W - WIDE OR WIDTH A.2.1. DIMENSIONS ARE NOT FROM ELEMENTS ATTACHED TO CORE STUD - I.E. �- N HC - HANDICAP WDW - WINDOW FURRING\ 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: LVL - LAMINATED VENEER LUMBER A.4.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING (/) � LGT - LIGHT LAUNDRY TUB A.4.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING �_ (!� CO 0 MAX - MAXIMUM A.5. DOOR OPENINGS: : M 0 MATL - MATERIAL A.5.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING Q (n LO 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 U_ � MTL - METAL FROM THE FINISH FACE OF ADJACENT WALL TO INTERIOR FACE OF DOOR Q co Q � MC - MEDICINE CABINET FRAME �- l� 0- MIN -MINIMUM A.5.4. INTERIOR FRAMED WALLS: AWAY FROM SIDE WALLS: DIMENSIONED TO CENTER W a 2 T- OF DOOR Q >- Q 0 A.6. SPECIAL AND CODE REQUIRED CLEARANCES - AS INDICATED ON PLANS OR FINISH z 0 SURFACE TO FINISH SURFACE Z SYMBOL LEGEND. A.6.1. EXAMPLE: T-0" CLEAR INSIDE FINISH FOR ADA TRANSFER SHOWER WB. ALIGNMENT OF WALLS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE AND J 0 = STAIR CALL OUT HEIGHT OF SHEET NUMBER PLUMB. - STEP DOWN C. THE PRIORITY FOR PROJECT DIMENSIONS SHALL BE IN THE FOLLOWING ORDER: 1 INT ELEV NUMBER C.l. CODE MINIMUM -MAXIMUM DIMENSIONS AND CLEARANCES Iql- FOOTING CALL OUT STEP DOWN ARROW SHOWS SCHEDULE C.2. LOAD BEARING CONCRETE MASONRY UNIT WALLS = SEE FOOTING 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 - ELEV NUMBER UNLESS OTHERWISE NOTED Virtual R vie qAs Assist, Ipnc. A9 ARROW SHOWS E. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE Plans Review c mpl ted ad ved PRE -CAST LINTEL CALL SHEET NUMBER DIRECTION OF CUT pp SOOT - SEE SCHEDULE ELEVAEXTERIOR TION MARKER 1 OF MATERIAL AT THE DIMENSION POINT - UNLESS OTHERWISE NOTED r compliance wi th 2[12 t xt Edi 'o All SECTION NUMBER F. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF THE by Debra Anne Klah M 300 1 < ELEV NUMBER SHEET NUMBER STRUCTURAL MATERIAL ABOVE AS SCHEDULED G. DIMENSIONS SHOWN ON THE DRAWINGS SHALL INDICATE THE REQUIRED SIZE, LEDGER CALL OUT - SEE SHEET NUMBER CLEARANCE AND DIMENSIONAL RELATIONSHIP BETWEEN PROJECT SYSTEMS AND LEDGER SCHEDULE 4 A15 2 COMPONENTS - DIMENSIONS SHALL NOT BE DETERMINED BY SCALING THE r ARROW SHOWS LOCATION OF CUT DRAWINGS. 3 DIRECTION OF VIEW IO MULTI VIEW INTERIOR SECTION N N N N N N ELEVATION MARKER MARKER O O CDO O O LO N N N N N N t� N N O C)O o \ N N CD CDa- CD CD C)i Z 1 O N� W 0 0 0 0 0 0 'It � N M 4 6 6 i LO Z00w/ ¢} Z � W +C) oz Z WOo L E N red -0 ~ o � o Z af�a LENNAR TAMPA DIVISION N ODO T SUITE 2 Z= 4600 W CYPRESS S SU 00 W N � Q�� NOTICE TO BUILDER & ALL SUBCONTRACTORS 0O zoo TAMPA, FL 33607 o z 0-z� IT IS THE INTENT OF DESIGN PROFESSIONAL LISTED IN THE TITLE z 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 SUBCONTRACTORS ARE REQUIRED TO REVIEW ALL THE O INFORMATION CONTAINED IN THESE DOCUMENTS, PRIOR TO THE W COMMENCEMENT OF ANY WORK. THE DESIGN PROFESSIONAL ARE NOT RESPONSIBLE FOR ANY PLAN ERRORS, OMISSIONS,OR MISINTERPRETATIONS UNDETECTED AND NOT REPORTED TO THE z z DESIGN PROFESSIONAL PRIOR TO CONSTRUCTION. ALL C S Uj CONSTRUCTION MUST BE IN ACCORDANCE TO THE INFORMATION Uj o ti FOUND IN THESE DOCUMENTS. ANY QUESTIONS REGARDING THE N 2216 INFORMATION FOUND IN THESE PLANS SHOULD BE DIRECTED TO THE LAST PLOT DATE DESIGN PROFESSIONAL LISTED IN THIS TITLE PAGE. NO BACK > May 9, 2023 CHARGES WILL BE CONSIDERED FOR REIMBURSEMENT BY THE z -a DESIGN PROFESSIONAL WITHOUT ADVANCED NOTIFICATION AND APPROVAL BY THE DESIGN PROFESSIONAL. J COVER SHEET _� iT I i 7 I I � - - - -- - - - - i - -- - IT.- � �, is "I '- �TJF- �- i�,i�� a��,.iiLG.� �::�ir J