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ABBREVIATIONS GENERAL NOTES VERSION CHANGE& INDEX OF DRAWINGS <br />ABV - ABOVE MLDG - MOULDING THE FOLLOWING TECHNICAL CODES SHALL APPLY: VERSION DESCRIPTION OF CHANGES SHT NO: TITLE <br />AFF -ABOVE FINISH FLOOR MNT -MOUNT OR MOUNTING 1.0 CLIENT CHANGES CS COVER SHEET Cl) <br />AHU - AIR HANDLER UNIT MO - MASONRY OPENING 2020 FLORIDA BUILDING CODE RESIDENTIAL, PLUMBING , MECHANICAL, FUEL GAS, Al FOUNDATION PLAN N <br />A/C - AIR CONDITIONING MUNT - MUNTINS 2.0 FLORIDA BUILDING CODE 6TH EDITION (2017) UPDATED rn <br />ALUM - ALUMINUM # -NUMBER ENERGY EFFICIENCY, ACCESSIBILITY, NFPA 70 NATIONAL ELECTRICAL CODES 2017 A2 1 ST AND 2ND FLOOR PLAN <br />AT -ALUMINUM THRESHOLD # - ON CENTER 3.0 MASTER CHANGE UPDATE A3 STAIR DETAILS <br />AB - ANCHOR BOLT OGD - OVERHEAD GARAGE DOOR 2020 FBC PLUMBING RESIDENTIAL SECTION 604 A4 2ND FLOOR -ROOF FRAMING PLAN C) <br />AVG -AVERAGE OPNG -OPENING 1. TANK TYPE WATER CLOSET VOLUME 4.0 PERMIT COMMENT REVISION A5 EXTERIOR ELEVATIONS & ROOF PLAN °- ,j� 00 <br />o <br />1.6 GALLONS A6 1ST & 2ND FLOOR ELECTRICAL PLANS "' <br />BFE -BASE FLOOD ELEVATION OPP -OPPOSITE 5.0 TRUSS CONNECTOR REVISION - <br />BM -BEAM OPT - OPTIONAL A7 INTERIOR ELEVATIONS <br />BLK -BLOCK OH - OVER HANG 2. WATER - FLOW RATE. 6.0 FLORIDA BUILDING CODE 7TH EDITION (2020) UPDATED SNO STRUCTURAL NOTES <br />BLDG - BUILDING OH CABS- OVERHEAD CABS PUBLIC FACILITIES LAV 0.5 G.P.M. SN1 STRUCTURAL NOTES I °� z <br />7.0 UPDATE DETAIL CALL OUT FOR 2ND FLOOR WINDOW AT BEDROOM 5 <br />BRD -BOARD PNT - PAINT FINISH PRIVATE FACILITIES LAV 2.2 G.P.M. _ S3 FOUNDATION DETAILS ® g <br />BRG - BEARING PTD - PAINTED SHOWER HEADS 2.5 G.P.M. 8.0 ADDING K, L, M ELEVATIONS S4 FRAME WALL DETAILS _ <br />BTM -BOTTOM PED -PEDESTAL S5 STRUCTURAL DETAILS o <br />BUC - BUILT UP COLUMN PERF -PERFORATED 3. ALL PLUMBING WATER LINES 9.0 ADDED SHEETS WP2.0 AND WP2.1 TO SHEET INDEX S6 WALL SECTION DETAILS <br />CAB - CABINET PLT -PLATE <br />TO BE CPVC 10.0 REVISED SECOND FLOOR WINDOW HEADER DETAIL CALLOUT SS RETRO FIT DETAILS <br />CD -CONSTRUCTION DOCUMENTS PLYWD -PLYWOOD w <br />CLG -CEILING PKT -POCKET ST STAIR DETAILS <br />VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO <br />CLG HT -CEILING HEIGHT LB -POUND S11 PRECAST DETAILS z <br />CEMT - CEMENTITIOUS PSF - POUNDS PER SQUARE FOOT JOBSITE CONDITIONS <br />S12 PRECAST DETAILS Q <br />CL - CENTERLINE PSI - POUNDS PER SQUARE PA 1.0 PRODUCT APPROVAL <br />COL -COLUMN PT - PRESSURE TREATED THE FOLLOWING SHALL COMPLY WITH THE 2020 FBC RESIDENTIAL PA 1.1 PRODUCT APPROVAL <br />CONC -CONCRETE PB - PUSH BUTTON CODE PA 1.2 PRODUCT APPROVAL <br />CMU - CONCRETE MASONRY UNIT REF - REFRIGERATOR ❑ PORCHES AND BALCONIES PA 1.3 PRODUCT APPROVAL <br />CONST - CONSTRUCT OR CONSTRUCTION RECP -RECEPTACLE CHAP. 3 PA 1.4 PRODUCT APPROVAL p N U <br />CONT - CONTINUOUS OR CONTINUES REINF - REINFORCING <br />PA 1.5 PRODUCT APPROVAL _ o N <br />CTR -CENTER REQD - REQUIRED M � 6 <br />+� M <br />❑ HANDRAILS - CHAP. 3 SH 1.0 HURRICANE SHUTTERS <br />CJ - CONTROL JOINT R/A - RETURN AIR �. <br />DP - DEEP OR DEPTH RO -ROUGH OPENING v) V w m <br />DTL - DETAIL RS - ROUGH SAWN SH 1.1 HURRICANE SHUTTERS � 0 o o <br />❑GUARDRAILS - CHAP. 3 SH 1.2 HURRICANE SHUTTERS E - <br />DIA - DIAMETER SC - SOLID CORE SH 1.3 HURRICANE SHUTTERS } U w o 2 a <br />DIM - DIMENSION SCP -SCUPPER ❑ STAIRS - CHAP. 3 SH 1.4 HURRICANE SHUTTERS m <br />DISCON - DISCONNECT SCRN -SCREEN SH 1.5 HURRICANE SHUTTERS Mtn S w QN <br />DW - DISHWASHER SIM - SIMILAR ❑ CHIMNEY & FIREPLACE WP 1.0 WATERPROOFING DETAILS i 00 M 2 <br />DR -DOOR SHLVS -SHELVES CHAP. 10 WP 2.0 WATERPROOFING DETAILS a <br />DBL - DOUBLE S/R - SHELF & ROD <br />DWG - DRAWING SH - SINGLE HUNG WINDOW WP 2.1 WATERPROOFING DETAILS <br />EGRESS WINDOWS <br />EA -EACH SGD - SLIDING GLASS DOOR ❑ <br />ELEC - ELECTRICAL SPECS - SPECIFICATIONS CHAP. 3 \J°� <br />ELEV - ELEVATOR SQ FT - SQUARE FEET 5. ALL OPENINGS SHALL COMPLY WITH 2O20 FBC RESIDENTIAL WIND LOADS AS STATED <br />EQ -EQUAL SQ IN - SQUARE INCH BELOW. ATTACHMENTS OF WINDOWS, DOORS, SLIDING GLASS DOORS AND O.H. <br />EQUP - EQUIPMENT STD -STANDARD GARAGE DOORS ARE TO DELEGATED THE MANUFACTURER OF THESE ITEMS. THE <br />EXP JT - EXPANSION JOINT STL - S1 EEL MANUFACTURER OF THESE ITEMS SHALL SUBMIT ATTACHMENTS FOR SITE <br />EXT - EXTERIOR STRUCT -STRUCTURAL <br />FIN FLR - FINISHED FLOOR TEMP -TEMPERED INSTALLATION. <br />FIN - FIN THK - THICK OR THICKNESS <br />EW - EACH WAY TB - TOWEL BAR I <br />SEE ATTACHED SPECIFICATION SHEETS FOR MANUFACTURERS DESIGN CRITERIA <br />FG - FIXED GLASS TOC - TOP OF CONCf ETE AND INSTALLATION METHODS FOR WINDOWS, DOORS, SLIDING GLASS DOORS, <br />FD - FLOOR DRAIN TOM - TOP OF MASONRY OVERHEAD GARAGE DOORS, AND ROOFING. <br />FE - FIRE EXTINGUISHER TOP - TOP OF PLATE <br />FLR - FLOOR TP - TOILET PAPER HOLDER 6. ALL DOORS INTERIOR & EXTERIOR ARE 6'-8" UNLESS OTHERWISE NOTED ALL <br />FLOUR - FLUORESCENT TYP - TYPICAL <br />FTG - FOOTING LINO - UNLESS NOTED OTHERWISE SHOWER ENCLOSURES TO BE TEMPERED GLASS w w w wLU <br />o 0 <br />FR DR - FRENCH DOOR VAC -VACUUM W w h Q W g o Y z� z <br />GALV - GALVANIZED VAL -VALANCE 7. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18" OF FLR (D W ¢ ° 2 J < o 0: < U_ U o o Q <br />GA - GAUGE VERT - VERTICAL TO BE TEMPERED GLASS. (SECTION R308) Q U = x z ,� o z a z <br />Q I- °�aozOY00M <br />GB - GRAB BAR VIF - VERIFY IN FIELD � ® W U a j �n w w Uj 55 0 ¢z <br />GFI / GFCI- GROUND FAULT CIRCUIT INTERRUPTOR VTR - VENT THROUGH ROOF DIMENSIONING: C) Q z i Q ¢ O W Q ° z W z 2 w () ° a <br />GLS -GLASS V -VOLT u- Qow <br />GWB - GYPSUM WALL BOARD WC - WATER CLOSET A. DIMENSIONS INDICATED ARE TO: o ¢ ° o ° a <br />GYPBRD - GYPSUM BOARD WH - WATER HEATER A.1. CMU WALL: OUTSIDE FACE OF WALL <br />HD - HEAD WL - WIND LOAD A.2. INTERIOR FRAMED WALLS: PLAN WEST (OR PLAN NORTH) FROM FACE OF <br />HVAC - HEATING, VENTILATING, AIR CONDITIONING WP -WEATHERPROOF CORE -STUD <br />HT - HEIGHT WWM - WELDED WIRE MESH A.2.1. DIMENSIONS ARE NOT FROM ELEMENTS ATTACHED TO CORE STUD - I.E. <br />HB - HOSE BIB W - WIDE OR WIDTH FURRING\ 00 <br />HC - HANDICAP WDW - WINDOW <br />INSUL - INSULATION W/ - WITH A.3. EXTERIOR FRAMED WALLS: TO OUTSIDE FACE OF STRUCTURAL CORE -STUD N <br />INT - INTERIOR WD - WOOD A.4. WINDOW OPENINGS: Z W <br />LVL - LAMINATED VENEER LUMBER A.4.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING i- <br />LT - LAUNDRY TUB A.4.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING U) 5 <br />LGT - LIGHT A.5. DOOR OPENINGS: 5; (n p <br />MAX - MAXIMUM A.5.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING O O <br />MATL - MATERIAL A,5.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING M O <br />MFR -MANUFACTURER A.5.3. INTERIOR FRAMED WALLS: ADJACENT TO SIDE WALL: 5" RETURN MEASURED Q U) co � j <br />MECH - MECHANICAL J <br />MTL -METAL FROM THE FINISH FACE OF ADJACENT WALL TO INTERIOR FACE OF DOOR (n <br />MC - MEDICINE CABINET FRAME <br />MIN - MINIMUM A.5.4. INTERIOR FRAMED WALLS: AWAY FROM SIDE WALLS: DIMENSIONED TO CENTER LU < co <br />OF DOOR <br />A.6. SPECIAL AND CODE REQUIRED CLEARANCES - AS INDICATED ON PLANS OR FINISH �- <br />SURFACE TO FINISH SURFACE z < < 00 <br />SYMBOL LEGEND. A.6.1. EXAMPLE: T-0" CLEAR INSIDE FINISH FOR ADA TRANSFER SHOWER Z V <br />B. ALIGNMENT OF WALLS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE AND LU Z <br />A = STAIR CALL OUT HEIGHT OF Al3F--SHEET NUI1(IBER PLUMB. J O <br />STEP DOWN C. THE PRIORITY FOR PROJECT DIMENSIONS SHALL BE IN THE FOLLOWING ORDER: <br />\ 1 INT ELEV WMBER C.1. CODE MINIMUM MAXIMUM DIMENSIONS AND CLEARANCES Cfl <br />O _ FOOTING CALL OUT - C.2. LOAD BEARING CONCRETE MASONRY UNIT WALLS <br />A SEE FOOTING STEP DOWN ARROW SHOWS <br />SCHEDULE CALLOUT DIRECTION OF VIEW C.3. FRAMED WALLS EXTERIOR <br />ARROW SHOWS INTERIOR ELEVATION CA. FRAMED WALLS INTERIOR <br />O = KEYNOTE CALL OUT k�'-DIRECTION OF VIEW MARKER C.5. DOORS AND WINDOWS <br />1 D. FLOOR ELEVATIONS ARE INDICATED TO THE FACE OF THE STRUCTURAL SLAB - N N co <br />ELEV NUMBER ARROW SHOWS UNLESS OTHERWISE NOTED <br />� d <br />A9 <br />PRE -CAST LINTEL CALL SHEET NUMBER DIRECTION OF CUT E. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE <br />CD = OUT - SEE LENTEL EXTERIOR 1 OF MATERIAL AT THE DIMENSION POINT - UNLESS OTHERWISE NOTED ` N 7 <br />SCHEDULE ELEVATION MARKER All SECTION NUMBER F. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF THE <br />0 0 0 <br />1; ;SHEET NUMBER STRUCTURAL MATERIAL ABOVE AS SCHEDULED <br />ELEV NUMBERG. DIMENSIONS SHOWN ON THE DRAWINGS SHALL INDICATE THE REQUIRED SIZE, <br />LEDGER CALL OUT - SEE <br />LG-2 = SHEET NUMBER CLEARANCE AND DIMENSIONAL RELATIONSHIP BETWEEN PROJECT SYSTEMS AND CD <br />LEDGER SCHEDULE 4<a�:ARROWSHOWS <br />2 o O <br />LOCATION OF CUT COMPONENTS -DIMENSIONS SHALL NOT BE DETERMINED BY SCALING THE � � <br />DRAWINGS. co 00 O o CDr- <br />DIRECTION OF VIEW <br />�- r- N N N N N <br />MULTI VIEW INTERIOR SECTION O O O O O O O <br />ELEVATION MARKER MARKER o M 00 U-N N N N N N N <br />r n N CO <br />) 00 M T- O <br />N o r O � <br />JUL 212023 000�� <br />N 00 <br />VR/\ o <br />L <br />♦ <br />Virtual Review Assist, Inc. Iz <br />Plans Review completed and approved <br />VJ Z o w O <br />U) <br />for compliance with the 2020 FBC 7th Edition ®-�--' <br />by Debra Anne Klahr PX2300 "~ f,) o 5;`�® ~=2 <br />r4 r4 A Ram-0CE <br />' ^ wQ <br />Z W �- P <br />=MOZ <br />LENNAR TAMPA DIVISIONRECC� <br />_ <br />�z <br />Z�_j �¢W0 <br />4600 W CYPRESS ST SUITE 200 �u�'rt �-�Z= <br />NOTICE TO BUILDER & ALL SUBCONTRACTORS W C®I O < < z <br />TAMPA, FL 33607.••M- cv Q U Z Z <br />813.574.5700 IT IS THE INTENT OF DESIGN PROFESSIONAL LISTED IN THE TITLE z = Q O <br />BLOCK THAT THESE DOCUMENTS ARE ACCURATE, PROVIDING z U <br />LICENSED PROFESSIONALS CLEAR INFORMATION. EVERY ATTEMPT V <br />HAS BEEN MADE TO PREVENT ERRORS: THE BUILDER AND ALL <br />SUBCONTRACTORS ARE REQUIRED TO REVIEW ALL THE _0 <br />INFORMATION CONTAINED IN THESE DOCUMENTS, PRIOR TO THE MM <br />COMMENCEMENT OF ANY WORK. THE DESIGN PROFESSIONAL ARE W 0 <br />NOT RESPONSIBLE FOR ANY PLAN ERRORS, OMISSIONS,OR <br />z <br />MISINTERPRETATIONS UNDETECTED AND NOT REPORTED TO THE C z z <br />DESIGN PROFESSIONAL PRIOR TO CONSTRUCTION. ALL W <br />S _j <br />CONSTRUCTION MUST BE IN ACCORDANCE TO THE INFORMATION co <br />FOUND IN THESE DOCUMENTS. ANY QUESTIONS REGARDING THE W" N <br />238.2 ADS INFORMATION FOUND IN THESE PLANS SHOULD BE DIRECTED TO THE 0 LAST PLOT GATE <br />DESIGN PROFESSIONAL LISTED IN THIS TITLE PAGE. NO BACK May. 9, 23 <br />CHARGES WILL BE CONSIDERED FOR REIMBURSEMENT BY THE ° <br />DESIGN PROFESSIONAL WITHOUT ADVANCED NOTIFICATION AND ® d <br />APPROVAL BY THE DESIGN PROFESSIONAL. ®J COVER: SHEET <br />