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ABBREVIATIONS GENE-RAL NOTES VERSION CHANGES INDEX OF DRAWINGS ABV -ABOVE MLDG -MOULDING VERSION DESCRIPTION OF CHANGES SHT NO: TITLE THE FOLLOWING TECHNICAL CODES SHALL APPLY: AFF -ABOVE FINISH FLOOR MNT - MOUNT OR MOUNTING 1.0 PLAN REVISIONS CS COVER SHEET co 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 PLAN REVISIONS ` N A2 1ST AND 2ND FLOOR PLAN A ALUM - ALUMINUM # -NUMBER ENERGY EFFICIENCY, ACCESSIBILITY, AND NFPA 70 NATIONAL ELECTRICAL CODES 2017 co 3.0 TRUSS CONNECTOR REVISION A3 STAIR DETAILS AT - ALUMINUM AB - ANCHOR BOLT RESHOLD OC - ON CENTEROGD - OVERHEAD GARAGE DOOR 2020 FBC PLUMBING RESIDENTIAL SECTION 604 4.0 FLORIDA BUILDING CODE 7TH EDITION 2020 UPDATE A4 FRAMING PLANS A �� G�O�fi LO ( ) A5 EXTERIOR ELEVATIONS & ROOF PLAN �' 2 AVG -AVERAGE OPNG -OPENING 1. TANK TYPE WATER CLOSET VOLUME ° Q' e o 00 BFE - BASE FLOOD ELEVATION OPP - OPPOSITE 1.6 GALLONS 5.0 ADDING K, L & M ELEVATIONS A6.1 1ST FLOOR ELECTRICAL PLAN a �1 , ® LO BM -BEAM OPT - OPTIONAL A6.2 2ND FLOOR ELECTRICAL PLAN BLK -BLOCK OH - OVER HANG 6.0 ADDED SHEETS WP2.0 AND WP2.1 TO SHEET INDEX SNO STRUCTURAL NOTES y 5805 ° BLDG - BUILDING OH CABS- OVERHEAD CABS 2. WATER -FLOW RATE. SN1 STRUCTURAL NOTES 00 •`� PUBLIC FACILITIES LAV 0.5 G.P.M. A • �°� z BRD -BOARD PNT - PAINT FINISH S3 FOUNDATION DETAILS BRG - BEARING PTD - PAINTED PRIVATE FACILITIES LAV 2.2 G.P.M. e _ w S4 FRAME WALL DETAILS _ BTM -BOTTOM PED -PEDESTAL SHOWER HEADS 2.5 G.P.M. BUC - BUILT UP COLUMN PERF -PERFORATED S5 STRUCTURAL DETAILS o CAB - CABINET t LT -PLATE 3. ALL PLUMBING WATER LINES S6 WALL SECTION DETAILS CD - CONSTRUCTION DOCUMENTS PLYWD - PLYWOOD TO BE CPVC ST STAIR DETAILS SS RETRO FIT DETAILS -' CLG -CEILING PKT -POCKET VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO S11 PRECAST DETAILS ��p w CLG HT -CEILING HEIGHT LB - POUND p CEMT - CEMENTITIOUS PSF - POUNDS PER SQUARE FOOT JOBSITE CONDITIONS S12 PRECAST DETAILS Q CL - CENTERLINE PSI - POUNDS PER SQUARE PA 1.0 PRODUCT APPROVAL Z COL -COLUMN PT - PRESSURE TREATED THE FOLLOWING SHALL COMPLY WITH THE 2020 FBC RESIDENTIAL PA 1.1 PRODUCT APPROVAL CONC - CONCRETE PB - PUSH BUTTON CODE PA 1.2 PRODUCT APPROVAL CMU - CONCRETE MASONRY UNIT REF - REFRIGERATOR PA 1.3 PRODUCT APPROVAL CONST - CONSTRUCT OR CONSTRUCTION RECP -RECEPTACLE Q PORCHES AND BALCONIES V) LO N F 4 PRODUCT APPROVAL PA 1. CONT -CONTINUOUS OR CONTINUES REINF -REINFORCING CHAP. 3 (3) s` �o:� ° CTR -CENTER REQD - REQUIRED PA 1.5 PRODUCT APPROVAL cy) CJ - CONTROL JOINT R/A - RETURN AIR Q HANDRAILS - CHAP. 3 SH 1.0 HURRICANE SHUTTERS } � � DP - DEEP OR DEPTH RO - ROUGH OPENING SH 1.1 HURRICANE SHUTTERS to V -0 70- } M DTL - DETAIL RS - ROUGH SAWN Q GUARDRAILS - CHAP. 3 SH 1.2 HURRICANE SHUTTERS C . Q) : '0 2 o DIA - DIAMETER SC - SOLID CORE SH 1.3 HURRICANE SHUTTERS � p � o N Q DIM - DIMENSION SCP -SCUPPER SH 1.4 HURRICANE SHUTTERS ,� U 0 '° '5° DISCON -DISCONNECT SCRN -SCREEN Q STAIRS - CHAP. 3 N w � SH 1.5 HURRICANE SHUTTERS V D_N DW - DISHWASHER SIM -SIMILAR Q CHIMNEY & FIREPLACE WP 1.0 WATERPROOFING DETAILS ` i o °' DR -DOOR SHLVS - SHELVES WP 2.0 WATERPROOFING DETAILS ° °'a DBL - DOUBLE S/R - SHELF & ROD CHAP. 10 DWG - DRAWING SH - SINGLE HUNG WINDOW WP 2.1 WATERPROOFING DETAILS EA -EACH SGD - SLIDING GLASS DOOR Q EGRESS WINDOWS ELEC - ELECTRICAL SPECS - SPECIFICATIONS CHAP. 3 l ELEV - ELEVATOR SQ FT - SQUARE FEET 5. ALL OPENINGS SHALL COMPLY WITH 2O20 FBC RESIDENTIAL WIND LOADS AS STATED C-:4 4 EQ -EQUAL SQIN -SQUARE INCH 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 FG -FIXED GLASS TOC - TOP OF CONCRETE SEE ATTACHED SPECIFICATION SHEETS FOR MANUFACTURERS DESIGN CRITERIA 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 UNO - UNLESS NOTED OTHERWISE SHOWER ENCLOSURES TO BE TEMPERED GLASS o L v) w O FR DR - FRENCH DOOR VAC -VACUUM LLILu < x u z � GALV -GALVANIZED VAL -VALANCE 7. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR &EXTERIOR) AND WITHIN 18" OF FLR U W � ° J o Q u- 0 o o J o GA -GAUGE VERT - VERTICAL TO BE TEMPERED GLASS. (SECTION R308) Q U o o � o it o o m o Z GB - GRAB BAR VIF -VERIFY IN FIELD 0 Cn w aa.. w �n w w w v5 = 0 ¢< M GFI / GFCI - GROUND FAULT CIRCUIT INTERRUPTOR VTR -VENT THROUGH ROOF DIMENSIONING: Q Z ¢ o w ¢ o K w z o W ov o GLS -GLASS V -VOLT CD L Qpw �_f-i- �_wo<v Q Y Z Q Q GWB - GYPSUM WALL BOARD WC - WATER CLOSET A. DIMENSIONS INDICATED ARE TO: o Q 0 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 HB - HOSE BIB W - WIDE OR WIDTH A.2.1. DIMENSIONS ARE NOT FROM ELEMENTS ATTACHED TO CORE STUD - LE_,. O HC -HANDICAP WDW -WINDOW FURRING\ O INSUL - INSULATION W/ - WITH A.3 'EXTERIOR FRAMED WALLS: TO OUTSIDE FACE OF STRUCTURAL CORE -STUD Z cV INT - INTERIOR WD - WOOD A.4. WINDOW OPENINGS: 0 W LVL - LAMINATED VENEER LUMBER A.4.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING LT - LAUNDRY TUB A.4.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING r MAX - MAXIMUM A.5. DOOR OPENINGS: - CD O MATL - MATERIAL A.5.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING 0 1.-. M O MFR -MANUFACTURER A.5.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING Q (f LO MECH - MECHANICAL A.5.3. INTERIOR FRAMED WALLS: ADJACENT TO SIDE WALL: 5" RETURN MEASURED MTL -METAL FROM THE FINISH FACE OF ADJACENT WALL TO INTERIOR FACE OF DOOR MC - MEDICINE CABINET MIN - MINIMUM FRAME Q lW Q LO A.5.4. INTERIOR FRAMED WALLS: AWAY FROM SIDE WALLS: DIMENSIONED TO CENTER 1- (l_ IZ M OF DOOR cj� LL T C A.6. SPECIAL AND CODE REQUIRED CLEARANCES -AS INDICATED ON PLANS OR FINISH Q Q SURFACE TO FINISH SURFACE Z U 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 W PLUMB. W , �A = STAIR CALL OUT HEIGHT OF SHEET NUMBER C. THE PRIORITY FOR PROJECT DIMENSIONS SHALL BE IN THE FOLLOWING ORDER: O 3OW-'STEP DOWN to�E "ARROW NT ELEV NUMBER C.1. CODE MINIMUM - MAXIMUM DIMENSIONS AND CLEARANCES d' FOOTING CALL OUT - STEP DOWN 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 - ELEV NUMBER ARROW SHOWS UNLESS OTHERWISE NOTED A9 PRE -CAST LINTEL CALL SHEET NUMBER DIRECTION OF CUT E. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE O OCHEDU ELENTEL 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 STRUCTURAL MATERIAL ABOVE AS SCHEDULED l -ELEV NUMBER SHEET NUMBER G. DIMENSIONS SHOWN ON THE DRAWINGS SHALL INDICATE THE REQUIRED SIZE, LEDGER CALL OUT - LEDGER SCHEDULE SEE 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 �---ARROW SHOWS DRAWINGS. 3 DIRECTION OF VIEW 00 MULTI VIEW INTERIOR SECTION ELEVATION MARKER MARKER O o o' o o N o APR 0 82023 Q0 N Na N N N N � r O 0 0 O N N N II O O �- O O O Z O NW o 0 0 > � N: M � Lr) co i LO Virtual Review Assist. Inc. ' Plans liavi � <Z ew carnF;iecetl and anPrav d � Zz for co P€i"r,- With the 2020 Ff3C Mi E on Q W OV Debra Anne hiahr PX2360 O . r W �p0 LC) E N m oW? °z Or< LENNAR TAMPA DIVISION Ln = mLU�- =W Ln c� �� 4600 W CYPRESS ST, SUITE 200 z=cn NOTICE TO BUILDER & ALL SUBCONTRACTORS W 2 ZW& TAM PA, FL 33607 IT IS THE INTENT OF DESIGN PROFESSIONAL LISTED IN THE TITLE (0 Q q Z U a.Z� 813.574.5700 BLOCK THAT THESE DOCUMENTS ARE ACCURATE, PROVIDING .`1. Z Ln< LICENSED PROFESSIONALS CLEAR INFORMATION. EVERY ATTEMPT Q HAS BEEN MADE TO PREVENT ERRORS: THE BUILDER AND ALL O J SUBCONTRACTORS ARE REQUIRED TO REVIEW ALL THE O W INFORMATION CONTAINED IN THESE DOCUMENTS, PRIOR TO THE COMMENCEMENT OF ANY WORK. THE DESIGN PROFESSIONAL ARE W NOT RESPONSIBLE FOR ANY PLAN ERRORS, OMISSIONS,OR MISINTERPRETATIONS UNDETECTED AND NOT REPORTED TO THE Q DESIGN PROFESSIONAL PRIOR TO CONSTRUCTION. ALL z C Sw CONSTRUCTION MUST BE IN ACCORDANCE TO THE INFORMATION FOUND IN THESE DOCUMENTS. ANY QUESTIONS REGARDING THEuj INFORMATION FOUND IN THESE PLANS SHOULD BE DIRECTED TO THE O DESIGN PROFESSIONAL LISTED IN THIS TITLE PAGE. NO BACK 00 LAST PLOT DATE CHARGES WILL BE CONSIDERED FOR REIMBURSEMENT BY THE > March 23, 2023 2551 DESIGN PROFESSIONAL WITHOUT ADVANCED NOTIFICATION AND Z O APPROVAL BY THE DESIGN PROFESSIONAL. _I COVER SHEET