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r 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 AHU - AIR HANDLER UNIT MO - MASONRY OPENING Al FOUNDATION PLAN N A/C - AIR CONDITIONING MUNT - MUNTINS 2020 FLORIDA BUILDING CODE RESIDENTIAL, PLUMBING , MECHANICAL, FUEL GAS, 2.0 PLAN REVISIONS A2 1ST AND 2ND FLOOR PLAN A N ALUM -ALUMINUM # -NUMBER ENERGY EFFICIENCY, ACCESSIBILITY, AND NFPA 70 NATIONAL ELECTRICAL CODES 2017 00 3.0 TRUSS CONNECTOR REVISION A3 STAIR DETAILS �, AT - ALUMINUM THRESHOLD OC - ON CENTER AB - ANCHOR BOLT OGD - OVERHEAD GARAGE DOOR 2020 FBC PLUMBING RESIDENTIAL SECTION 604 A4 FRAMING PLANS A AVG -AVERAGE 1. TANK TYPE WATER CLOSET VOLUME 4.0 FLORIDA BUILDING CODE 7TH EDITION (2020) UPDATE A5 EXTERIOR ELEVATIONS & ROOF PLAN �' �n OPNG - OPENING A6.1 1ST FLOOR ELECTRICAL PLAN `V° 00 BFE -BASE FLOOD ELEVATION OPP -OPPOSITE BM -BEAM OPT - OPTIONAL 1.6 GALLONS 5.0 ADDING K, L & M ELEVATIONS A6.2 2ND FLOOR ELECTRICAL PLAN BLK -BLOCK OH - OVER HANG 6.0 ADDED SHEETS WP2.0 AND WP2.1 TO SHEET INDEX SNO STRUCTURAL NOTES r` 2. WATER -FLOW RATE. SN1 STRUCTURAL NOTES BLDG -BUILDING OH CABS- OVERHEAD CABS PUBLIC FACILITIES LAV 0.5 G.P.M. Y� 4 ¢ BRD -BOARD PNT - PAINT FINISH c7 " z ` BRG -BEARING PTD -PAINTED PRIVATE FACILITIES u4V 2.2 G.P.M. S3 FOUNDATION DETAILSE�� BTM -BOTTOM PED -PEDESTAL SHOWER HEADS 2.5 G.P.M. S4 FRAME WALL DETAILSS5 STRUCTURAL DETAILS ' O BUC - BUILT UP COLUMN PERF -PERFORATED Oil �� CAB - CABINET PLT -PLATE 3. ALL PLUMBING WATER LINES S6 WALL SECTION DETAILS 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 S1 l PRECAST DETAILS ` 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 to o LO CONT - CONTINUOUS OR CONTINUES REINF - REINFORCING CHAP. 3 PA 1.4 PRODUCT APPROVAL > o 0 0 CTR -CENTER REQD - REQUIRED PA 1.5 PRODUCT APPROVAL p M 6 CJ - CONTROL JOINT R/A - RETURN AIR Q HANDRAILS - CHAP. 3 SH 1.0 HURRICANE SHUTTERS M 5 M DP - DEEP OR DEPTH RO - ROUGH OPENING SH 1.1 HURRICANE SHUTTERS to �% -0-0- - 2 o, D A - DIAMETER RS -ROUGH SAWN ? o w u o M SC - SOLID CORE [:)GUARDRAILS - CHAP. 3 SH 1.2 HURRICANE SHUTTERS a DIM - DIMENSION SCP -SCUPPER DISCON -DISCONNECT Q SH 1.3 HURRICANE SHUTTERS pug o ¢ SCRN -SCREEN STAIRS - CHAP. 3 SH 1.4 HURRICANE SHUTTERS SH 1.5 HURRICANE SHUTTERS .N w D-' c DW - DISHWASHER SIM - SIMILAR WP 1.0 WATERPROOFING DETAILS i 000 E � DR -DOOR SHLVS -SHELVES Q CHIMNEY & FIREPLACE F0 y DBL -DOUBLE S/R - SHELF & ROD CHAP. 10 WP 2.0 WATERPROOFING DETAILS � a _ DWG -DRAWING SH -SINGLE HUNG WINDOW WP 2.1 WATERPROOFING DETAILS EA -EACH SGD - SLIDING GLASS DOOR Q 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 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 Ld FR DR - FRENCH DOOR VAC -VACUUM W _1 x a z x GALV - GALVANIZED VAL -VALANCE 7. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18" OF FLR U W ° ¢ o ¢ ¢ o ° o ( ) �. ocn0 WW9z oomZD 2 GA -GAUGE VERT - VERTICAL TO BE TEMPERED GLASS. SECTION R308 Q Q U < o o - z x LL o z 2 o o � ¢ � GB -GRAB BAR VIF -VERIFY IN FIELD _ GFI / GFCI- GROUND FAULT CIRCUIT INTERRUPTOR VTR -VENT THROUGH ROOF O O a> z Y o Z z LL o w o GLS -GLASS V -VOLT to z ¢oW ��-�YOQQ ¢ DIMENSIONING:IL �¢<- wz� V�o. GWB - GYPSUM WALL BOARD WC - WATER CLOSET O ¢ 0 0 0 ¢ Q w GYPBRD - GYPSUM BOARD WH - WATER HEATER A. DIMENSIONS INDICATED ARE TO:LL 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 04 INT - INTERIOR WD - WOOD W LVL - LAMINATED VENEER LUMBER A.4. WINDOW OPENINGS: O LT - LAUNDRY TUB A.4.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING A.4.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING MAX - MAXIMUM A.5. DOOR OPENINGS: 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 (n co � MECH - MECHANICAL A.5.3. INTERIOR FRAMED WALLS: ADJACENT TO SIDE WALL: 5" RETURN MEASURED L MC 11, L - MEDICINE CABINET - METAL FROM THE FINISH FACE OF ADJACENT WALL TO INTERIOR FACE OF DOOR W V MIN - MINIMUM FRAME Q QLO A.5.4. INTERIOR FRAMED WALLS: AWAY FROM SIDE WALLS: DIMENSIONED TO CENTER 1-- 0 a (,ry OF DOOR It a- V-- A.6. SPECIAL AND CODE REQUIRED CLEARANCES - AS INDICATED ON PLANS OR FINISH Q >- Q00 SURFACE TO FINISH SURFACE z U SYMBOLLEGEND: A.6.1.EXAMPLE: 3-0 CLEAR INSIDE FINISH FOR ADA TRANSFER SHOWER' z3: B. ALIGNMENT OF WALLS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE AND WuJ = STAIR CALL OUT HEIGHT OF SHEET NUMBER PLUMB. J �O STEP DOWN 1 C. THE PRIORITY FOR PROJECT DIMENSIONS SHALL BE IN THE FOLLOWING ORDER: 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 O = SEESCHEDULE 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 - A9 ELEV NUMBER ARROW SHOWS UNLESS OTHERWISE NOTED PRE -CAST LINTEL CALL SHEET NUMBER DIRECTION OF CUT E. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE JUL Z 1 �023. �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 1 <---ELEV NUMBER 4SHEET 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 A15 2 COMPONENTS - DIMENSIONS SHALL NOT BE DETERMINED BY SCALING THE 3 ARROW SHOWS LOCATION OF CUT DRAWINGS. DIRECTION OF VIEW 1 ' Virtual Review Assist. Inc. rove MULTI VIEW INTERIOR SECTION Plans Review completed and approved ELEVATION MARKER MARKER fiance with the 2020 FBC 7th Edi ions for camp �. by Debra Anne l�tahr PX2300CD 0 0 0 0 0 0 N N N N N N O a O N N N I O O � CD O i Z 0 N w i d' L6 O i CT >- CO Z ~ ¢Z W LE N O ��-+ w 000 III owl Z a�a LENNAR TAMPA DIVISION L-n = =W �M Ln o' 0 4600 W CYPRESS ST, SUITE 200 �" �Mcn TAMPA FL 33607 NOTICE TO BUILDER &ALL SUBCONTRACTORS • • LO 2 p ZWO IT IS THE INTENT OF DESIGN PROFESSIONAL LISTED IN THE TITLE z V aZ"" BLOCK THAT THESE DOCUMENTS ARE ACCURATE, PROVIDING 813.574.5700 LICENSED PROFESSIONALS CLEAR INFORMATION. EVERY ATTEMPT z HAS BEEN MADE TO PREVENT ERRORS: THE BUILDER AND ALL O O (� J SUBCONTRACTORS ARE REQUIRED TO REVIEW ALL THE 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 CONSTRUCTION MUST BE IN ACCORDANCE TO THE INFORMATION C S W FOUND IN THESE DOCUMENTS. ANY QUESTIONS REGARDING THEuj r INFORMATION FOUND IN THESE PLANS SHOULD BE DIRECTED TO THE N DESIGN PROFESSIONAL LISTED IN THIS TITLE PAGE. NO BACK LAST PLOT DATE CHARGES WILL BE CONSIDERED FOR REIMBURSEMENT BY THE May 8, 2023 DESIGN PROFESSIONAL WITHOUT ADVANCED NOTIFICATION AND Z 2551 O APPROVAL BY THE DESIGN PROFESSIONAL. J COVER SHEET