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RECE ABBREVIATIONS GENERAL NOTES VERSION CHANGES INDEX OF DRAWINGS I EL ABV -ABOVE MLDG - MOULDING VERSION DESCRIPTION OF CHANGES SHT NO: TITLE ,AUGJ 5 Z08 THE FOLLOWING TECHNICAL CODES SHALL APPLY: 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 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 00 ALUM - ALUMINUM # -NUMBER ENERGY EFFICIENCY, ACCESSIBILITY, AND NFPA 70 NATIONAL ELECTRICAL CODES 2017 3.0 ELEVATION A ENTRY PORCH ROOF UPDATE A3 2ND FLOOR PLAN LO AT -ALUMINUM THRESHOLD OC - ON CENTER a A4 ROOF PLAN AB -ANCHOR BOLT OGD - OVERHEAD GARAGE DOOR 2020 FBC PLUMBING RESIDENTIAL SECTION 604 4.0 FLORIDA BUILDING CODE 7TH EDITION 2020 UPDATE p_ '�0'Y L' ( ) A4.1 2ND FLOOR FRAMING & ROOF PLAN o AVG -AVERAGE OPNG - OPENING 1. TANK TYPE WATER CLOSET VOLUME �, ` •�� o BFE - BASE FLOOD ELEVATION OPP - OPPOSITE 1.6 GALLONS 5.0 ADDING K, L, M ELEVATIONS A5 EXTERIOR ELEVATIONS "� < �°LO A6 1ST FLOOR ELECTRICAL PLAN n* BM -BEAM OPT - OPTIONAL 6.0 ADDED SHEETS WP2.0 AND WP2.1 TO SHEET INDEX A6.1 2ND FLOOR ELECTRICAL PLAN eo CIO ; Q BLK -BLOCK OH -OVER HANG 2. WATER - FLOW RATE. BLDG - BUILDING OH CABS- OVERHEAD CABS SNO STRUCTURAL NOTES 4 w° PUBLIC FACILITIES LAV 0.5 G.P.M. .o` z BIRD -BOARD PNT -PAINT FINISH SN1 STRUCTURALNOTES FACILITIES LAV 2.2 G.P.M. BRG - BEARING PTD - PAINTED TAILS S3M FOUNDATION DES4 FRAME WALL DETAILS O BTM -BOTTOM PED -PEDESTAL SHOWER HEADS 2.5 G.P.M. �,41 BUC - BUILT UP COLUMN PERF -PERFORATED ` 0 CAB - CABINET PLT -PLATE 3. ALL PLUMBING WATER LINES S5 ROOF FRAMING DETAILS • w - _ _ - " � S6 WALL SECTION DETAILS �` 2 CD -CONSTRUCTION DOCUMENTS PLYWD -PLYWOOD TO BE CPVC � .,�� CLG - CEILING PKT -POCKET SS RETRO FIT DETAILS 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 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 cn N LO F, E CONST - CONSTRUCT OR CONSTRUCTION RECP -RECEPTACLE Q PORCHES AND BALCONIES PA1.2 PRODUCT APPROVAL L p o 0 CONT - CONTINUOUS OR CONTINUES REINF - REINFORCING PA1.3 PRODUCT APPROVAL CHAP. 3 ' p c� N m CTR -CENTER READ -REQUIRED PA1.4 PRODUCT APPROVAL i, ,� N M co u CJ - CONTROL JOINT R/A - RETURN AIR Q HANDRAILS - CHAP. 3 PA1.5 PRODUCT APPROVAL V -0 -0 DP - DEEP OR DEPTH RO - ROUGH OPENING SH 1.0 HURRICANE SHUTTERS E '6 u o DTL - DETAIL IRS - ROUGH SAWN Q GUARDRAILS - CHAP. 3 SH 1.1 HURRICANE SHUTTERS g 6 DIA - DIAMETER SC - SOLID CORE SH 1.2 HURRICANE SHUTTERS DIM - DIMENSION SCP -SCUPPER DISCON -DISCONNECT SCRN -SCREEN Q STAIRS - CHAP. 3 SH 1.3 HURRICANE SHUTTERS tn w Q N DW - DISHWASHER SIM - SIMILAR SH 1.4 HURRICANE SHUTTERS 00 E DR -DOOR SHLVS -SHELVES Q CHIMNEY & FIREPLACE SH 1.5 HURRICANE SHUTTERS � 0 o u a CHAP. 10 WP1.0 WATERPROOFING DETAILS DBL - DOUBLE S/R - SHELF & ROD WP2.0 WATERPROOFING DETAILS DWG - DRAWING SH - SINGLE HUNG WINDOW 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. FIE - FIRE EXTINGUISHER TOP - TOP OF PLATE FLR -FLOOR TP - TOILET PAPER HOLDER FLOUR - FLUORESCENT TYR - TYPICAL 6. ALL DOORS INTERIOR & EXTERIOR ARE 6'-8" UNLESS OTHERWISE NOTED ALL FTG - FOOTING UNO - UNLESS NOTED OTHERWISE SHOWER ENCLOSURES TO BE TEMPERED GLASS W P w w � o_ o FIR DR - FRENCH DOOR VAC -VACUUM Lu (D Lu z o 2 J Q o ¢ � < 0 U Oe zx o GALV - GALVANIZED VAL - VALkNCE 7. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18" OF Q Q U < a o J z X g z ° GB -GRAB BAR VFRT-VERFIYAINFIELD O _3oa>z¢w°-zwzO0w0x� GA - GAUGE FLR TO BE TEMPERED GLASS. (SECTION R308) ~ U) w w o o w o m° Z U GFI / GFCI - GROUND FAULT CIRCUIT INTERRUPTOR VTR -VENT THROUGH ROOF (n O Z ¢ o w U GLS - GLASS V - VOLT DIMENSIONING: o Q ° ~ o ° � Q < ¢ a GWB - GYPSUM WALL BOARD WC - WATER CLOSET LL 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 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\ N INSUL - INSULATION W/ - WITH A.3. EXTERIOR FRAMED WALLS: TO OUTSIDE FACE OF STRUCTURAL CORE -STUD \ z W INT - INTERIOR WD -WOOD 0 I- 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 �_ in COO O MAY. - MAXIMUM A.5. DOOR OPENINGS: Q M O MATL - MATERIAL A.5.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING Q w CM 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 LL. ti MTL - METAL FROM THE FINISH FACE OF ADJACENT WALL TO INTERIOR FACE OF DOOR MC - MEDICINE CABINET FRAME Q W Q u� MIN - MINIMUM A.5.4. INTERIOR FRAMED WALLS: AWAY FROM SIDE WALLS: DIMENSIONED TO CENTER ~ IZ M OF DOOR Q Q O A.6. SPECIAL AND CODE REQUIRED CLEARANCES - AS INDICATED ON PLANS OR FINISH z (� SURFACE TO FINISH SURFACE z SYMBOL LEGEND; A.6.1. EXAMPLE: 3'-0" CLEAR INSIDE FINISH FOR ADA TRANSFER SHOWER B. ALIGNMENT OF WALLS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE AND uj J O = STAIR CALL OUT HEIGHT OF SHEET NUMBER PLUMB. �, � STEP DOWN C. THE PRIORITY FOR PROJECT DIMENSIONS SHALL BE IN THE FOLLOWING ORDER: A d. 1 INT ELEV NUMBER C.1. CODE MINIMUM - MAXIMUM DIMENSIONS AND CLEARANCES FOOTING CALL OUT - STEP DOWN ARROW SHOWS C.2. LOAD BEARING CONCRETE MASONRY UNIT WALLS O = SEE FOOTING CALLOUT DIRECTION OF VIEW C.3. FRAMED WALLS EXTERIOR SCHEDULE ARROW SHOWS INTERIOR ELEVATION CA. FRAMED WALLS INTERIOR = KEYNOTE CALL OUT DIRECTION OF VIEW MARKER C.5. DOORS AND WINDOWS 1 SCHEDULE D. FLOOR ELEVATIONS ARE INDICATED TO THE FACE OF THE STRUCTURAL SLAB - 2 12023 ELEV NUMBER UNLESS OTHERWISE NOTED PRE -CAST LINTEL CALL SHEET NUMBER DIRECTION OF CUT A9 ARROW SHOWS E. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE OLENTEL ELEVEXTERIORATION MARKER l OF MATERIAL AT THE DIMENSION POINT - UNLESS OTHERWISE NOTED 4 Al SECTION NUMBER F. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF THE ' STRUCTURAL MATERIAL ABOVE AS SCHEDULED Vir ual evi w A sist Inc 1 < ELEV NUMBER SHEET NUMBER Plans Re iew corn feted an r 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 far complia a ith t e,2 20 BC h E itio LEDGER SCHEDULE 41 A15 2 COMPONENTS - DIMENSIONS SHALL NOT BE DETERMINED BY SCALING THE by braAhn I(l b� P 230 �---ARROW SHOWS LOCATION OF CUT DRAWINGS. 3 DIRECTION OF VIEW MULTI VIEW INTERIOR SECTION 0 N 0 ELEVATION MARKER MARKER 0 0 0 ,^ N N N N N N LO o - o N o O O CDr CD N N CD�- CD CD O i Z O NL w o O P. o 0 0 ; > N co .T Lo Cfl i LO I r�%� `V CID Z ~ ZZ CD q co W }� Z rn Q W Woo N N A Raw Lr) -0V/ U VU� I- O Z' 0�_o z �a l0 w < LENNAR TAMPA DIVISION A �, ��o W CYPRESS ST SUITE 200 `V >_ 4600 C , , w 0- 2�2 TAMPA, F L 33607 NOTICE TO BUILDER &ALL SUBCONTRACTORS O Jzx 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 O n- SUBCONTRACTORS ARE REQUIRED TO REVIEW ALL THE INFORMATION CONTAINED IN THESE DOCUMENTS, PRIOR TO THE M COMMENCEMENT OF ANY WORK. THE DESIGN PROFESSIONAL ARE LJJ w NOT RESPONSIBLE FOR ANY PLAN ERRORS, OMISSIONS,OR Q MISINTERPRETATIONS UNDETECTED AND NOT REPORTED TO THE z z DESIGN PROFESSIONAL PRIOR TO CONSTRUCTION. ALL C S J CONSTRUCTION MUST BE IN ACCORDANCE TO THE INFORMATIONui FOUND IN THESE DOCUMENTS. ANY QUESTIONS REGARDING THE N 2216 INFORMATION FOUND IN THESE PLANS SHOULD BE DIRECTED TO THE LAST PLOT BATE DESIGN PROFESSIONAL LISTED IN THIS TITLE PAGE. NO BACK > May 8, 2023 CHARGES WILL BE CONSIDERED FOR REIMBURSEMENT BY THE z O DESIGN PROFESSIONAL WITHOUT ADVANCED NOTIFICATION AND APPROVAL BY THE DESIGN PROFESSIONAL. o _J COVER SHEET