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i ABBREVIATIONS GENERAL 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 SHEETob o 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 TYPICAL TRUSS CONNECTOR REVISION A2 1ST FLOOR PLAN ALUM -ALUMINUM # - NUMBER ENERGY EFFICIENCY, ACCESSIBILITY, AND NFPA 70 NATIONAL ELECTRICAL CODES 2017 j � - a 3 1) ,, - N AT - ALUMINUM THRESHOLD OC - ON CENTER 3.0 ELEVATION A ENTRY PORCH ROOF UPDATE ,. A3 2ND FLOOR PLAN e ,;,r AB -ANCHOR BOLT OGD -OVERHEAD GARAGE DOOR 2020 FBC PLUMBING RESIDENTIAL SECTION 604 A4 ROOF PLAN`;':;LO 4.0 FLORIDA BUILDING CODE 7TH EDITION (2020) UPDATE A4.1 2ND FLOOR FRAMING & ROOF PLAN` -` 6,,y2 C) AVG -AVERAGE OPNG - OPENING 1. TANK TYPE WATER CLOSET VOLUMEco BFE -BASE FLOOD ELEVATION OPP -OPPOSITE A5 EXTERIOR ELEVATIONS 1.6 GALLONS 5.0 ADDING K, L, M ELEVATIONSy„ r A6 1 ST FLOOR ELECTRICAL PLAN BM -BEAM OPT - OPTIONAL°, as BLK - BLOCK OH - OVER HANG A6.1 2ND FLOOR ELECTRICAL PLAN Q BLDG -BUILDING 2. WATER - FLOW RATE... OH CABS- OVERHEAD CABS SNO STRUCTURAL NOTES BRD -BOARD PNT -PAINT FINISH PUBLIC FACILITIES LAV 0.5 G.P.M. _; �-, .� W BRG -BEARING PTD -PAINTED PRIVATE FACILITIES LAV 2.2 G.P.M. W SN1 STRUCTURALNOTES SHOWER HEADS 2.5 G.P.M. S3M FOUNDATION DETAILS = BTM -BOTTOM PED -PEDESTAL S4 FRAME WALL DETAILS o BUC - BUILT UP COLUMN PERF -PERFORATED SROOF FRAMING DETAILS 0 CAB - CABINET PLT -PLATE 3. ALL PLUMBING WATER LINES S5 WALL SECTION DETAILS CD - CONSTRUCTION DOCUMENTS PLYWD - PLYWOOD TO BE CPVC -� � w �� CLG -CEILING PKT -POCKET SS RETRO FIT DETAILS R � (V' 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 Q 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 GONG - CONCRETE PB - PUSH BUTTON CODE PA1.1 PRODUCT APPROVAL CMU - CONCRETE MASONRY UNIT REF - REFRIGERATOR PA12 PRODUCT APPROVAL N > o o CONST - CONSTRUCT OR CONSTRUCTION RECP -RECEPTACLE � . PORCHES AND BALCONIES �.._, PA1.3 PRODUCT APPROVAL r CONT - CONTINUOUS OR CONTINUES REINF - REINFORCING CHAP. 3 M m SH 1.0 HURRICANE SHUTTERS i, } L M 5 CTR -CENTER READ -REQUIRED SH 1.1 HURRICANE SHUTTERS V) Q CJ -CONTROL JOINT R/A - RETURN AIR HANDRAILS - CHAP. 3 SH 1.2 HURRICANE SHUTTERS '� w t CO DP - DEEP OR DEPTH RO - ROUGH OPENING DTL -DETAIL RS - ROUGH SAWN 2 O 2 o GUARDRAILS - CHAP. 3 SH 1.3 HURRICANE SHUTTERS O ,� o Q D!A - DIAMETER SC - SOLID CORE SH 1.4 HURRICANE SHUTTERS �_ 8 6 � < DIM - DIMENSION SCP -SCUPPER SH 1.5 HURRICANE SHUTTERS w Q STAIRS - CHAP. 3 tn V N "c DISCON -DISCONNECT SCRN -SCREEN WP1.0 WATERPROOFING DETAILS L °O E DW - DISHWASHER SIM - SIMILAR C) D a, DR -DOOR SHLVS -SHELVES CHIMNEY & FIREPLACE �— DBL - DOUBLE S/R - SHELF & ROD CHAP. 10 DWG - DRAWING SH - SINGLE HUNG WINDOW 14 crw EA -EACH SGD - SLIDING GLASS DOOR EGRESS WINDOWS 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 �CJ1 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 TOG - 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 LLi w FTG - FOOTING UNO - UNLESS NOTED OTHERWISE SHOWER ENCLOSURES TO BE TEMPERED GLASS W q -1z � FRDR -FRENCH DOOR VAC -VACUUM U W �o¢ 0�_j¢XaLLcYi0OLL _jo GALV - GALVANIZED VAL - VALANCE 7. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18" OF Q Q U < c' o a z � g z 2 o o Z a Q GA -GAUGE F— I- Ovoaf�ozOROOmz � VERT - VERTICAL FLR TO BE TEMPERED GLASS. (SECTION R308) O U) O a> z z o z z w p z ov >. a GB -GRAB BAR VIF -VERIFY IN FIELD Z Q<< UJ<-_wz��UOa_ GFI / GFCI- GROUND FAULT CIRCUIT INTERRUPTOR VTR - VENT THROUGH ROOF DIMENSIONING: LL °- o ~ � o Q Z � a GLS -GLASS V - VOLT GWB - GYPSUM WALL BOARD WC - WATER CLOSET GYPBRD - GYPSUM BOARD WH - WATER HEATER A. DIMENSIONS INDICATED ARE TO: ¢ O ~ 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 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 FURRING\ Z N INSUL - INSULATION W/ - WITH W INT -INTERIOR WD -WOOD A:3. EXTERIOR FRAMED WALLS: TO OUTSIDE FACE OF STRUCTURAL CORE -STUD � � LVL -LAMINATED VENEER LUMBER A.4. WINDOW OPENINGS: � — LT - LAUNDRY D V A.4.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING Z ti LGT - LIGHT A.4.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING — (0 O MAX - MAXIMUM A.5. DOOR OPENINGS: Q I M O MATL - MATERIAL A.5.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING U) co ti MFR -MANUFACTURER A.5.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING a J MECH - MECHANICAL A.5.3. INTERIOR FRAMED WALLS: ADJACENT TO SIDE WALL: 5" RETURN MEASURED U) V- MTL - METAL FROM THE FINISH FACE OF ADJACENT WALL TO INTERIOR FACE OF DOORLO MC - MEDICINE CABINET FRAME W Q 0- co -MINIMUM A.5.4. INTERIOR FRAMED WALLS: AWAY FROM SIDE WALLS: DIMENSIONED TO CENTER OF DOOR z < DO A.6. SPECIAL AND CODE REQUIRED CLEARANCES - AS INDICATED ON PLANS OR FINISH Z (� SURFACE TO FINISH SURFACE Z 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 J 00 PLUMB. = STAIR CALL OUT HEIGHT OF Al STEP DOWN SHEET NUMBER C. THE PRIORITY FOR PROJECT DIMENSIONS SHALL BE IN THE FOLLOWING ORDER: � - 1 INT ELEV NUMBER C.1. CODE MINIMUM - MAXIMUM DIMENSIONS AND CLEARANCES J FOOTING CALL OUT STEP DOWN ARROW SHOWS C.2. LOAD BEARING CONCRETE MASONRY UNIT WALLS AO = 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 - A9 ELEV NUMBER DIRECTION OF CUT UNLESS OTHERWISE NOTED O PRE -CAST LINTEL CALL SHEET NUMBER ARROW SHOWS E. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE OUTSCHEDULE-SELENTEL ELEVEXTERIOR ATION 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 ' 1 <---ELEV NUMBER SHEET NUMBER STRUCTURAL MATERIAL ABOVE AS SCHEDULED G. DIMENSIONS SHOWN ON THE DRAWINGS SHALL INDICATE THE REQUIRED SIZE, LEDGER CALL OUT -SEE SHEET NUMBER CLEARANCE AND DIMENSIONAL RELATIONSHIP BETWEEN PROJECT SYSTEMS AND LEDGER SCHEDULE 4 Al5 2 COMPONENTS - DIMENSIONS SHALL NOT BE DETERMINED BY SCALING THE E- ::ARROW SHOWS LOCATION OF CUT DRAWINGS. 3 DIRECTION OF VIEW MULTI VIEW INTERIOR SECTION O O o O r N ELEVATION MARKER MARKER 0 0 0 0 0 N N N N N * C) O r r O O Z O W O O O O O i >OCT W <Z z O QwZ -E--+ z Or W W o 0 U UOU) O W _ \fRA I---0 0 Oro Virtual Review AssL E N NARSWist, Inc. Z a Plans Review completed and approv W � Q for compliance with the 2020 FBC 7th Edition L E N NAR TAM PA DIVISION �y Debra Anne I(lahr PX2300 rl = m=w N Zoo 4600 W CYPRESS ST, SUITE ZOO W 0- 2; NOTICE TO BUILDER &ALL SUBCONTRACTORS � TAMPA FL 33607 Q ° gwU- �.z IT IS THE INTENT OF DESIGN PROFESSIONAL LISTED IN THE TITLE Z cn Q 813.574.5700 BLOCK THAT THESE DOCUMENTS ARE ACCURATE, PROVIDING Q LICENSED PROFESSIONALS CLEAR INFORMATION. EVERY ATTEMPT V J HAS BEEN MADE TO PREVENT ERRORS: THE BUILDER AND ALL O O SUBCONTRACTORS ARE REQUIRED TO REVIEW ALL THE CL INFORMATION CONTAINED IN THESE DOCUMENTS, PRIOR TO THE COMMENCEMENT OF ANY WORK. THE DESIGN PROFESSIONAL ARE NOT RESPONSIBLE FOR ANY PLAN ERRORS, OMISSIONS,OR MISINTERPRETATIONS UNDETECTED AND NOT REPORTED TO THE z w DESIGN PROFESSIONAL PRIOR TO CONSTRUCTION. ALL I ' ' C S CONSTRUCTION MUST BE IN ACCORDANCE TO THE INFORMATION FOUND IN THESE DOCUMENTS. ANY QUESTIONS REGARDING THE INFORMATION FOUND IN THESE PLANS SHOULD BE DIRECTED TO THI DESIGN PROFESSIONAL LISTED IN THIS TITLE PAGE. NO BACK CHARGES WILL BE CONSIDERED FOR REIMBURSEMENT BY THE DESIGN PROFESSIONAL WITHOUT ADVANCED NOTIFICATION AND APPROVAL BY THE DESIGN PROFESSIONAL.