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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 N AHU -AIR HANDLER UNIT MO - MASONRY OPENING Al FOUNDATION PLAN N 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 r,. A3 2ND FLOOR PLAN OC - ON CENTER 3.0 ELEVATION A ENTRY PORCH ROOF UPDATE F J AT -ALUMINUM THRESHOLD A4 ROOF PLANd, '• � AB - ANCHOR BOLT OGD - OVERHEAD GARAGE DOOR 2020 FBC PLUMBING RESIDENTIAL SECTION 604 , AVG -AVERAGE 4.0 FLORIDA BUILDING CODE 7TH EDITION (2020) UPDATE A4. " 1 2ND FLOOR FRAMING &ROOF PLAN o OPNG - OPENING 1. TANK TYPE WATER CLOSET VOLUME , ' BM -BEAM A6 EST FLO00 O RE LEVATIONSBFE - BASE FLOOD ELEVATION OPP - OPPOSITE 1.6 GALLONS 5.0 ADDING K, L, M ELEVATIONS ELECTRICAL PLAN`'- - � OPT -OPTIONAL a BLK -BLOCK OH - OVER HANG A6.1 2ND FLOOR ELECTRICAL PLAN a 2. WATER - FLOW RATE. BLDG - BUILDING A a OH CABS- OVERHEAD CABS SNO STRUCTURAL NOTES BRD -BOARD PNT - PAINT FINISH PUBLIC FACILITIES LAV 0.5 G.P.M. a BRG -BEARING - Uj PTD PAINTED SN1 STRUCTURAL NOTES 1 _-. �� e PRIVATE FACILITIES LAV 2.2 G.P.M. S3M FOUNDATION DETAILS ` P BTM -BOTTOM PED -PEDESTAL SHOWER HEADS 2.5 G.P.M. S4 FRAME WALL DETAILS BUC - BUILT UP COLUMN PERF -PERFORATED r, CAB -CABINET PLT -PLATE 3. ALL PLUMBING WATER LINES S5 ROOF FRAMING DETAILS CD - CONSTRUCTION DOCUMENTS PLYWD - PLYWOOD TO BE CPVC S6 WALL SECTION DETAILS- - �- m �' w CLG - CEILING PKT -POCKET SS RETRO FIT DETAILS CLG HT - CEILING HEIGHT LB -POUND VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO ST STAIR DETAILS o CEMT - CEMENTITIOUS PSF - POUNDS PER SQUARE FOOT JOBSITE CONDITIONS S11 PRECAST DETAILS 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 PA1.1 PRODUCT APPROVAL CMU - CONCRETE MASONRY UNIT REF - REFRIGERATOR PA1.2 PRODUCT APPROVAL" N N E CONST - CONSTRUCT OR CONSTRUCTION RECP -RECEPTACLE Q PORCHES AND BALCONIES > o N o CONT - CONTINUOUS OR CONTINUES REINF - REINFORCING CHAP. 3 PA1.3 PRODUCT APPROVAL _� L u PA1.4 PRODUCT APPROVAL M co�' CTR -CENTER REQD - REQUIRED i� CJ - CONTROL JOINT R/A - RETURN AIR Q HANDRAILS - CHAP. 3 PA1.5 PRODUCT APPROVAL N D O m a DP - DEEP OR DEPTH RO - ROUGH OPENING SH 1.0 HURRICANE SHUTTERS r m DTL - DETAIL RS - ROUGH SAWN Q GUARDRAILS - CHAP. 3 SH 1.1 HURRICANE SHUTTERS � ° 0 0 2 o DIA - DIAMETER SC - SOLID CORE SH 1.2 HURRICANE SHUTTERS p U- o0 o a _ - m DIM - DIMENSION SCP -SCUPPER DISCON -DISCONNECT SCRN -SCREEN Q STAIRS - CHAP. 3 SH 1.3 HURRICANE SHUTTERS U O SH 1.4 HURRICANE SHUTTERS `- N V w QN N DW - DISHWASHER SIM - SIMILAR LM o E DR -DOOR SHLVS - SHELVES Q CHIMNEY & FIREPLACE SH 1.5 HURRICANE SHUTTERS i., O 0 DBL - DOUBLE S/R - SHELF & ROD CHAP. 10 WP1.0 WATERPROOFING DETAILS G� DWG - DRAWING SH - SINGLE HUNG WINDOW EA -EACH SGD - SLIDING GLASS DOOR Q EGRESS WINDOWS "z i 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 CRAIN TOM - TOP OF MASONRY OVERHEAD GARAGE DOORS, AND ROOFING. FE - FIRE EXTINGUISHER TOP - TOP OF PLATE FLR - FLOOR TP - TOILET PAPER HOLDER FLCUR -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 w° w w w O o FR DR - FRENCH DOOR VAC -VACUUM W W W w p¢ Q 2 Q ¢ gd Y z w z GALV -GALVANIZED VAL -VALANCE 7. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18" OF � Q U_ ¢ a X _j � � � o `� " o o " � g GB -GRAB BAR V FRT - VERIFY IAIN FIELD FLR TO BE TEMPERED GLASS. (SECTION R308) I- I- a w W o w W °za z J GA -GAUGE° az,�LL_z20 �a O O �WEL W°Wzw o� GFI / GFCI- GROUND FAULT CIRCUIT INTERRUPTOR EL VTR - VENT THROUGH ROOF DIMENSIONING: z ¢ w ° g z g w v ° Q GLS -GLASS V - VOLT LL ory o o a z a GWB - GYPSUM WALL BOARD WC - WATER CLOSET A. DIMENSIONS INDICATED ARE TO: U_a p ~ ¢ U_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 >f 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 INSUL -INSULATION W/ -WITH FURRING\ N Z A.3. EXTERIOR FRAMED WALLS: TO OUTSIDE FACE OF STRUCTURAL CORE -STUD LU INT - INTERIOR WD - WOOD A.4. WINDOW OPENINGS: i- LVL - LAMINATED VENEER LUMBER A.4.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING U)LT - LAUNDRY TUB _ ti LGT - LIGHT A.4.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING 5; (n O MAX -MAXIMUM A.5. DOOR OPENINGS: Q F_ `CM O MATL - MATERIAL A.5.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING MFR -MANUFACTURER A.5.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING Q J LO MECH - MECHANICAL A.5.3. INTERIOR FRAMED WALLS: ADJACENT TO SIDE WALL: 5" RETURN MEASURED IL 11' MTL - METAL FROM THE FINISH FACE OF ADJACENT WALL TO INTERIOR FACE OF DOOR U) [,,- MC -MEDICINE CABINET FRAME Q W Q MIN - MINIMUM A.5.4. INTERIOR FRAMED WALLS: AWAY FROM SIDE WALLS: DIMENSIONED TO CENTER ~ of 0- M OF DOOR 0-00 A.6. SPECIAL AND CODE REQUIRED CLEARANCES -AS INDICATED ON PLANS OR FINISH z 0 Q SURFACE TO FINISH SURFACE z V ~ SYMBOL LEGEND. R SHOWER W z B. ALIGNMENT OF WAL S AND FINIINSISHES AS SCHHE DE FINISH FOR UDLED SHALL BE E STRAIGHT, TRUE AND W CD J CD STAIR CALL OUT HEIGHT OF SHEET NUMBER PLUMB. O STEP DOWN C. THE PRIORITY FOR PROJECT DIMENSIONS SHALL BE IN THE FOLLOWING ORDER: (01 INT ELEV NUMBER C.I. CODE MINIMUM -MAXIMUM DIMENSIONS AND CLEARANCES FOOTING CALL OUT - STEP DOWN ARROW SHOWS C.2. LOAD BEARING CONCRETE MASONRY UNIT WALLS O = 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 D. FLOOR ELEVATIONS ARE INDICATED TO THE FACE OF THE STRUCTURAL SLAB - 1 ELEVV NUMBER UNLESS OTHERWISE NOTED A9 ARROW SHOWS E. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE PRE -CAST LINTEL CALL SHEET NUMBER DIRECTION OF CUT �q = OUT - SEE LENTEL EXTERIOR 1 OF MATERIAL AT THE DIMENSION POINT - UNLESS OTHERWISE NOTED SCHEDULE ELEVATION MARKER Al SECTION NUMBER F. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF THE I I 1 < ELEV NUMBER SHEET NUMBER STRUCTURAL MATERIAL ABOVE AS SCHEDULED G. DIMENSIONS SHOWN ON THE DRAWINGS SHALL INDICATE THE REQUIRED SIZE, LG-2 LEDGER CALL OUT -SEE SHEET NUMBER CLEARANCE AND DIMENSIONAL RELATIONSHIP BETWEEN PROJECT SYSTEMS AND LEDGER SCHEDULE 4 A15 2 LOCATION OF CUT COMPONENTS - DIMENSIONS SHALL NOT BE DETERMINED BY SCALING THE � 1 1 1 3 % ARROW SHOWS DRAWINGS. DIRECTION OF VIEW MULTI VIEW INTERIOR SECTION ELEVATION MARKER MARKER 0 o No 0 0 Cq 0 N NCD O N CD o N 1 P 1 CD r r CD CD 1 1 z O MAR 2 5 2023 W0 1 1 N Lo / 01 1 1 / � � N M d' In i i ' 0_ 0V (/) }~ z z aW Virtual Review Assist, Inc. O -� zU5 Plans Review completed and approved 0 U Woo for compliance with the 2020 FBC 7th Edition Z)z� E N NARMWby Debra Anne Klahr PX2300 owp EC�IVIt Q z a�a L E N N A R TA M PA DIVISION ;APR 0 4 2023; = m� W N 0 460 W CYPRESS ST SUITE 200 z Q NOTICE TO BUILDER & ALL SUBCONTRS W TAMPA, FL 33607 �■- o Q ° azw Q IT IS THE INTENT OF DESIGN PROFESSIONAL LISTED IN THE TITLE z zz 13.574.5700 BLOCK THAT THESE DOCUMENTS ARE ACCURATE, PROVIDING Qg LICENSED PROFESSIONALS CLEAR INFORMATION. EVERY ATTEMPT V _3HAS BEEN MADE TO PREVENT ERRORS: THE BUILDER AND ALL SUBCONTRACTORS ARE REQUIRED TO REVIEW ALL THE O 0 0- INFORMATION CONTAINED IN THESE DOCUMENTS, PRIOR TO THE �MM COMMENCEMENT OF ANY WORK. THE DESIGN PROFESSIONAL ARE W NOT RESPONSIBLE FOR ANY PLAN ERRORS, OMISSIONS,OR MISINTERPRETATIONS UNDETECTED AND NOT REPORTED TO THE z DESIGN PROFESSIONAL PRIOR TO CONSTRUCTION. ALL z w CONSTRUCTION MUST BE IN ACCORDANCE TO THE INFORMATION C J FOUND IN THESE DOCUMENTS. ANY QUESTIONS REGARDING THE LIJ N o 2216 INFORMATION FOUND IN THESE PLANS SHOULD BE DIRECTED TO THE 0 -- p DESIGN PROFESSIONAL LISTED IN THIS TITLE PAGE. NO BACK LAST PLOT DATE CHARGES WILL BE CONSIDERED FOR REIMBURSEMENT BY THE ' ' - DESIGN PROFESSIONAL WITHOUT ADVANCED NOTIFICATION AND z 0 APPROVAL BY THE DESIGN PROFESSIONAL. J COVER SHEET