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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 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 ¢W ' ` `� N A/C - AIR CONDITIONING MUNT - MUNTINS 2020 FLORIDA BUILDING CODE RESIDENTIAL, PLUMBING, MECHANICAL, FUEL GAS, 2.0 PLAN REVISIONS - `�. N ALUM - ALUMINUM # -NUMBER A2 1ST AND 2ND FLOOR PLAN A ENERGY EFFICIENCY, ACCESSIBILITY, AND NFPA 70 NATIONAL ELECTRICAL CODES 2017 do A3 STAIR DETAILS ice" '•.� a AT - ALUMINUM THRESHOLD OC - ON CENTER 3.0 TRUSS CONNECTOR REVISION ppr sr�, AB - ANCHOR BOLT OGD - OVERHEAD GARAGE DOOR 2020 FBC PLUMBING RESIDENTIAL SECTION 604 A4 FRAMING PLANS A 4.0 FLORIDA BUILDING CODE 7TH EDITION (2020) UPDATE A5 EXTERIOR ELEVATIONS & ROOF PLAN o AVG -AVERAGE OPNG - OPENING 1. TANK TYPE WATER CLOSET VOLUME A6.1 1ST FLOOR ELECTRICAL PLAN °O BFE -BASE FLOOD ELEVATION OPP -OPPOSITE 1.6 GALLONS 5.0 ADDING K, L & M ELEVATIONS 'LO BM -BEAM OPT - OPTIONAL A6.2 2ND FLOOR ELECTRICAL PLAN BLK -BLOCK OH - OVER HANG SNO STRUCTURAL NOTES 2. WATER -FLOW RATE. BLDG - BUILDING OH CABS- OVERHEAD CABS SN1 STRUCTURAL NOTES4•' Q PUBLIC FACILITIES LAV 0.5 G.P.M. z BRD -BOARD PNT -PAINT FINISH S3 FOUNDATION DETAILS 3'�/r�,�.� �,*�� BRG -BEARING PTD -PAINTED PRIVATE FACILITIES LAV 2.2 G.P.M. S4 FRAME WALL DETAILS BTM -BOTTOM PED -PEDESTAL SHOWER HEADS 2.5 G.P.M. S5 STRUCTURAL DETAILS O BUC - BUILT UP COLUMN PERF -PERFORATED p S6 WALL SECTION DETAILS CAB -CABINET PLT -PLATE 3. ALL PLUMBING WATER LINES CD - CONSTRUCTION DOCUMENTS PLYWD - PLYWOOD TO BE CPVC SS RETRO FIT DETAILS CLG - CEILING PKT -POCKET ST STAIR DETAILS W CLG HT - CEILING HEIGHT LB -POUND VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO S11 PRECAST DETAILS 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 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 CONT - CONTINUOUS OR CONTINUES REINF - REINFORCING CHAP. 3 PA 1.4 PRODUCT APPROVAL 4)O � 0 CTR -CENTER REQD - REQUIRED SH 1.0 HURRICANE SHUTTERS M �, CJ - CONTROL JOINT R/A - RETURN AIR 0 HANDRAILS - CHAP. 3 SH 1.1 HURRICANE SHUTTERS 4- +• � O M DP - DEEP OR DEPTH RO - ROUGH OPENING SH 1.2 HURRICANE SHUTTERS to V -0-0- 2 M DTL - DETAIL RS - ROUGH SAWN SH 1.3 HURRICANE SHUTTERS 0 GUARDRAILS - CHAP. 3 D 0 u DIA - DIAMETER SC - SOLID CORE SH 1.4 HURRICANE SHUTTERS 4-- p U: g o DIM -DIMENSION SCP -SCUPPER STAIRS - CHAP. 3 SH 1.5 HURRICANE SHUTTERS U WP 1.0 WATERPROOFING DETAILS V QN DISCON - DISCONNECT SCRN -SCREEN to w H DW -DISHWASHER SIM -SIMILAR CHIMNEY &FIREPLACE -� 1)a DR -DOOR SHLVS -SHELVES DBL - DOUBLE S/R - SHELF & ROD CHAP. 10 DWG - DRAWING SH - SINGLE HUNG WINDOW EA -EACH SGD - SLIDING GLASS DOOR 0 EGRESS WINDOWS ELEC - ELECTRICAL SPECS - SPECIFICATIONS CHAP. 3 ELEV - ELEVATOR SQ FT - SQUARE FEET EQ -EQUAL SOIN - SQUARE INCH 5. ALL OPENINGS SHALL COMPLY WITH 2O20 FBC RESIDENTIAL WIND LOADS AS STATED 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 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 UNO - UNLESS NOTED OTHERWISE SHOWER ENCLOSURES TO BE TEMPERED GLASS p ui C w o F- FR DR - FRENCH DOOR VAC -VACUUM W W -j O � � z GALV - GALVANIZED VAL -VALANCE 7. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18" OF FLR U W � ° J o u_ 0 o o o_ TO BE TEMPERED GLASS. (SECTION R308) Q H m°� o o x o o m z a GA -GAUGE VERT -VERTICAL Q - D°K zu-u.�zm-j°�-¢< GB -GRAB BAR VIF -VERIFY IN FIELD Z Cywawv�uziwwv�� GFI / GFCI - GROUND FAULT CIRCUIT INTERRUP FOR VTR -VENT THROUGH ROOF DIMENSIONING: Cy O Z '' ¢ ° w ¢ z W z w ° a GWB -GYPSUM WALL BOARD WC -WATER CLOSET a Q a 0 ~ o ° � a Xd 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 TRUCTURAL CORE -STUD z N INT - INTERIOR WD -WOOD AA.. WINDOW OPENINGS: LLI LVL - LAMINATED VENEER LUMBER A.4.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING O LT -LAUNDRY TUB C/) 0 r, LGT - LIGHT A.4.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING > (/) O MAX - MAXIMUM A.5. DOOR OPENINGS: (0 O MATL - MATERIAL A.5.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING 0 F M O MFR -MANUFACTURER A.5.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING Q U) M j MECH - MECHANICAL A.5.3. INTERIOR FRAMED WALLS: ADJACENT TO SIDE WALL: 5" RETURN MEASURED LIL MTL - METAL FROM THE FINISH FACE OF ADJACENT WALL TO INTERIOR FACE OF DOOR � MC - MEDICINE CABINET FRAME Q W Q In MIN - MINIMUM A.5.4. INTERIOR FRAMED WALLS: AWAY FROM SIDE WALLS: DIMENSIONED TO CENTER Ix a, M OF DOOR a- `S 0T0 A.6. SPECIAL AND CODE REQUIRED CLEARANCES -AS INDICATED ON PLANS OR FINISH Q i- Q SURFACE TO FINISH SURFACE z U SYMBOLLEGEND: A.6.1.EXAMPLE: 3-0 CLEAR INSIDE FINISH FOR ADA TRANSFER SHOWER z B. ALIGNMENT OF WALLS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE AND W PLUMB. WO = STAIR CALL OUT HEIGHT OF SHEET NUMBER C. THE PRIORITY FOR PROJECT DIMENSIONS SHALL BE IN THE FOLLOWING ORDER: J O \\\tD STEP DOWN 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 mi �J SEE FOOTING CALLOUT DIRECTION OF VIEW C.3. FRAMED WALLS EXTERIOR SCHEDULE CARROW SHOWS INTERIOR ELEVATION CA. FRAMED WELLS 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 OUT -SEE SCHEDULE ENTEL 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 i I I -----ELEV NUMBER SHEET NUMBER STRUCTURAL MATERIAL ABOVE AS SCHEDULED 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 co MULTI VIEW INTERIOR SECTION ELEVATION MARKER MARKER O o 0 0 N RECt-- I "VED l 00 MONN OO O - O O I I .Nov .2. 1 20221 1 0 U) N W 0 0 0 0 0 1 Lr)> N M 4 6 I 9 Myri M20-.ia�l�l L0 WCT 2 8 2022 cc)0 QZ O w VV\U 00 0vN NARm 0Lo -0 f- p w _> p p Virtual Review Assist. Inc_ z a�a Not Review completed and approved � r„ � w f& ttophatt wd the 2020 f8C 7th Edjto = w= W Ann* klakT Pxt.� mL 1—o 4600 W CYPRESS ST SUITE 200 �`' z=u) ' NOTICE TO BUILDER & ALL SUBCONTRACTORS n" zoo TAMPA, FL 33607 IT IS THE INTENT OF DESIGN PROFESSIONAL LISTED IN THE TITLE Q O � W" d z z . 5700 BLOCK THAT THESE DOCUMENTS ARE ACCURATE, PROVIDING X 813.574LICENSED 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 0 a_ 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 w C S CONSTRUCTION MUST BE IN ACCORDANCE TO THE INFORMATION -r FOUND IN THESE DOCUMENTS. ANY QUESTIONS REGARDING THEW 00 INFORMATION FOUND IN THESE PLANS SHOULD BE DIRECTED TO THE 0 DESIGN PROFESSIONAL LISTED IN THIS TITLE PAGE. NO BACK 0 LAST PLOT DATE 2551 CHARGES WILL BE CONSIDERED FOR REIMBURSEMENT BY THE > August 8, Z022 DESIGN PROFESSIONAL WITHOUT ADVANCED NOTIFICATION AND APPROVAL BY THE DESIGN PROFESSIONAL. O I COVER SHEET