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A: ' ABBREVIATIONS GENERAL NOTES VERSION CHANGES INDEX OF DRAWINGS ABV -ABOVE MLDG -MOULDING THE FOLLOWING TECHNICAL CODES SHALL APPLY: VERSION DESCRIPTION OF CHANGES SHT NO: TITLE N AFF -ABOVE FINISH FLOOR MNT - MOUNT OR MOUNTING 1.0 PLAN REVISIONS CS COVER SHEET AHU - AIR HANDLER UNIT MO - MASONRY OPENING Al FOUNDATION PLAN A/C - AIR CONDITIONING MUNT - MUNTINS 2020 FLORIDA BUILDING CODE RESIDENTIAL, PLUMBING, MECHANICAL, FUEL GAS, 2.0 TRUSS CONNECTOR REVISION A2 FLOOR PLAN a ALUM - ALUMINUM # -NUMBER ENERGY EFFICIENCY, ACCESSIBILITY, AND NFPA 70 NATIONAL ELECTRICAL CODES 2017 A3 ROOF FRAMING PLAN AT - ALUMINUM THRESHOLD OC - ON CENTER 3.0 FLORIDA BUILDING CODE 7TH EDITION (2020) UPDATE A4 ROOF PLAN 'n AB - ANCHOR BOLT OGD - OVERHEAD GARAGE DOOR 2020 FBC PLUMBING RESIDENTIAL SECTION 604 4.0 GAS FIXTURES ADDED' LO " O AVG -AVERAGE OPNG - OPENING 1. TANK TYPE WATER CLOSET VOLUME A5 EXTERIOR ELEVATIONS , N' • • �� ; 1.6 GALLONS A6 FLOOR ELECTRICAL PLAN SNO STRUCTURAL NOTES ;; '4 o Q BFE -BASE FLOOD ELEVATION OPP -OPPOSITE �?,' BM -BEAM OPT -OPTIONAL BLK -BLOCK OH - OVER HANG 2. WATER -FLOW RATE. SN1 STRUCTURAL NOTES 0 BLDG - BUILDING OH CABS- OVERHEAD CABS S3M FOUNDATION DETAILS , a w BRD -BOARD PNT -PAINT FINISH S4 FRAME WALL DETAILS PUBLIC FACILITIES LAV 0.5 G.P.M. ' g BRG -BEARING PTD -PAINTED PRIVATE FACILITIES LAV 2.2 G.P.M. .� c� S5 ROOF FRAMING DETAILS c' O BTM -BOTTOM PED -PEDESTAL SHOWER HEADS 2.5 G.P.M. o SS RETRO FIT DETAILS ' a ,y 0 ; , • lY BUC - BUILT UP COLUMN PERF -PERFORATED S11 PRECAST DETAILS,..` CAB - CABINET PLT -PLATE 3. ALL PLUMBING WATER LINES • CD - CONSTRUCTION DOCUMENTS PLYWD - PLYWOOD TO BE CPVC S12 PRECAST DETAILS w CLG - CEILING PKT -POCKET PA1.0 PRODUCT APPROVAL p CLG HT - CEILING HEIGHT LB -POUND VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO PA1.1 PRODUCT APPROVAL Q CEMT - CEMENTITIOUS PSF - POUNDS PER SQUARE FOOT JOBSITE CONDITIONS PA1.2 PRODUCT APPROVAL CL - CENTERLINE PSI - POUNDS PER SQUARE PA1.3 PRODUCT APPROVAL COL - COLUMN PT - PRESSURE TREATED THE FOLLOWING SHALL COMPLY WITH THE 2020 FBC RESIDENTIAL PA1.4 PRODUCT APPROVAL CONC -CONCRETE PB - PUSH BUTTON CODE PA1.5 PRODUCT APPROVAL CMU - CONCRETE MASONRY UNIT REF - REFRIGERATOR CONST - CONSTRUCT OR CONSTRUCTION RECP -RECEPTACLE Q PORCHES AND BALCONIES SH 1.0 HURRICANE SHUTTERS CONT - CONTINUOUS OR CONTINUES REINF - REINFORCING CHAP. 3 SH 1.1 HURRICANE SHUTTERS .> ' o u CTR -CENTER REQD - REQUIRED SH 1.2 HURRICANE SHUTTERS m M 0 m CJ -CONTROL JOINT R/A - RETURN AIR Q HANDRAILS - CHAP. 3 SH 1.3 HURRICANE SHUTTERS D i3 2 u it DP - DEEP OR DEPTH RO - ROUGH OPENING SH 1.4 HURRICANE SHUTTERS V -0-0- s M DTL - DETAIL RS - ROUGH SAWN Q GU,�RDRAILS - CHAP. 3 SH1.5 HURRICANE SHUTTERS E u DIA -DIAMETER SC -SOLID CORE WP1.0 WATERPROOFING DETAILS p w 8 o Q DIM - DIMENSION SCP -SCUPPER Q STAIRS - CHAP. 3 U t7 DISCON - DISCONNECT SCRN -SCREEN to w s1" DW - DISHWASHER SIM - SIMILAR , �Y i ao M v, DR -DOOR SHLVS -SHELVES Q CHIMNEY & FIREPLACE0 CO DBL - DOUBLE S/R - SHELF & ROD CHAP. 10 DWG - DRAWING SH - SINGLE HUNG WINDOW s7 a EA -EACH SGD - SLIDING GLASS DOOR Q EGRESS WINDOWS J� 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 STATED �IA, 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 canEXT - 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 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 FTG - FOOTING LINO - UNLESS NOTED OTHERWISE SHOWER ENCLOSURES TO BE TEMPERED GLASS ❑ w w ° FR DR - FRENCH DOOR VAC -VACUUM LU z GALV - GALVANIZED VAL -VALANCE 7. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18" OF FLR � (D Ll.l J ° 3 LL U ° J O TO BE TEMPERED GLASS. (SECTION R308) Q ° o o it o o m ° Z GA -GAUGE VERT -VERTICAL Q— a x Z o Z o° a a GB -GRABBAR VIF -VERIFY IN FIELD ~O ��av�wwwcn��Q°12 GFI / GFCI- GROUND FAULT CIRCUIT INTERRUPTOR VTR - VENT THROUGH ROOF DIMENSIONING: Q Z 0 a¢ ° w ¢ 0 z w z o w o o a GWB -GYPSUM WALL BOARD WC -WATER CLOSET a o c ° ~ o ° ¢ a a 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 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\ 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: O LV LVL -LAMINATED VENEER LUMBER I_A.4.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING LT - LAUNDRY TUB (n D ti LGT - LIGHT A.4.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING � � O MAX - MAXIMUM A.5. DOOR OPENINGS: (p O MATL - MATERIAL A.5.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING 0 i. M O MFR -MANUFACTURER A.5.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING Q (n M � MECH - MECHANICAL A.5.3. INTERIOR FRAMED WALLS: ADJACENT TO SIDE WALL: 5" RETURN MEASURED a- MTL - METAL FROM THE FINISH FACE OF ADJACENT WALL TO INTERIOR FACE OF DOOR ti" MC - MEDICINE CABINET FRAME Q W Q L~ MIN - MINIMUM A.5.4. INTERIOR FRAMED WALLS: AWAY FROM SIDE WALLS: DIMENSIONED TO CENTER I— W a M OF DOOR X 0- 'r'- A.6. SPECIAL AND CODE REQUIRED CLEARANCES - AS INDICATED ON PLANS OR FINISH Q >- Q 00 SURFACE TO FINISH SURFACE Z U H SYMBOL LEGEND . A.6.1. EXAMPLE: 3'-0" CLEAR INSIDE FINISH FOR ADA TRANSFER SHOWER LU z B. ALIGNMENT OF WALLS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE AND LLJ �O PLUMB. J A = STAIR CALL OUT HEIGHT OF SHEET NUMBER O —STEP DOWN C. THE PRIORITY FOR PROJECT DIMENSIONS SHALL BE IN THE FOLLOWING ORDER: (p 1 INT ELEV NUMBER C.1. CODE MINIMUM - MAXIMUM DIMENSIONS AND CLEARANCES It FOOTING CALL OUT - STEP DOWN ARROW SHOWS C.2. LOAD BEARING CONCRETE MASONRY UNIT WALLS AC 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 D. FLOOR ELEVATIONS ARE INDICATED TO THE FACE OF THE STRUCTURAL SLAB - ELEV NUMBER UNLESS OTHERWISE NOTED A9 ARROW SHOWS PRE -CAST LINTEL CALL SHEET NUMBER DIRECTION OF CUT E. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE CD= 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 1 SHEET NUMBER STRUCTURAL MATERIAL ABOVE AS SCHEDULED ---ELEV NUMBER G. DIMENSIONS SHOWN ON THE DRAWINGS SHALL INDICATE THE REQUIRED SIZE, LLEDGER CALL OUT - EDGER SCHEDULE SEE 4 A15 SHEET NUMBER CLEARANCE AND DIMENSIONAL RELATIONSHIP BETWEEN PROJECT SYSTEMS AND LOCATION OF CUT COMPONENTS - DIMENSIONS SHALL NOT BE DETERMINED BY SCALING THE r----ARROW SHOWS DRAWINGS. 3 DIRECTION OF VIEW MULTI VIEW INTERIOR SECTION ELEVATION MARKER MARKER O 0 0 N N O O RECEIVEL M N N N � M � O 4- N o0011ll MAR 2 9 2023 0 z U) NLO;-N�iiil LO d. MAR 2 5 2023 1 Z ZZ aw O �--+LEM= N NA Mo W W 00 V ()(-)U)i= ow> Virtual Review Assist. Inc. o Plans Review completed and approved Z w a- for compliance with the 2020 FBC 7th Edition r� Q Q a L E N N A R TAM PA DIVISION by Debra Anne Klahr PX2300 dam' = m W 4600 W CYPRESS ST SUITE 200 T' z°cn ' NOTICE TO BUILDER & ALL SUBCONTRACTORS w a 2g2 TAMPA, FL 33607 IT IS THE INTENT OF DESIGN PROFESSIONAL LISTED IN THE TITLE 0 O gwu- a Z U z 813.574.5700 BLOCK THAT THESE DOCUMENTS ARE ACCURATE, PROVIDING Z T< LICENSED PROFESSIONALS CLEAR INFORMATION. EVERY ATTEMPT V J HAS BEEN MADE TO PREVENT ERRORS: THE BUILDER AND ALL O SUBCONTRACTORS ARE REQUIRED TO REVIEW ALL THE O IZ INFORMATION CONTAINED IN THESE DOCUMENTS, PRIOR TO THE COMMENCEMENT OF ANY WORK. THE DESIGN PROFESSIONAL ARE MM NOT RESPONSIBLE FOR ANY PLAN ERRORS, OIAISSIONS,OR W MISINTERPRETATIONS UNDETECTED AND NOT REPORTED TO THE Q DESIGN PROFESSIONAL PRIOR TO CONSTRUCTION. ALL z w C S CONSTRUCTION MUST BE IN ACCORDANCE TO THE INFORMATION FOUND IN THESE DOCUMENTS. ANY QUESTIONS REGARDING THE W rr. o INFORMATION FOUND IN THESE PLANS SHOULD BE DIRECTED TO THE NO DESIGN PROFESSIONAL LISTED IN THIS TITLE PAGE. NO BACK > o LAST PLOT DATE 1450 CHARGES WILL BE CONSIDERED FOR REIMBURSEMENT BY THE + December 14, 2022 DESIGN PROFESSIONAL WITHOUT ADVANCED NOTIFICATION AND APPROVAL BY THE DESIGN PROFESSIONAL. z 0 J COVER SHEET