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i a 9 NJ 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: CS COVER SHEET � I�:.�.�, AFF - B VE FINISH FLOOR MNT -MOUNT OR MOUNTING 1.0 PLAN REVISIONS M1 N RE;lz V AHU - AIR HANDLER UNIT MO - MASONRY OPENING Al FOUNDATION PLAN o A/C - AIR CONDITIONING MUNT - MUNTINS 2020 FLORIDA BUILDING CODE RESIDENTIAL, PLUMBING, MECHANICAL, FUEL GAS, 2.0 PLAN REVISIONS N ALUM - ALUMINUM # -NUMBER ENERGY EFFICIENCY, ACCESSIBILITY, AND NFPA 70 NATIONAL ELECTRICAL CODES 2017 A2 1ST AND 2ND FLOOR PLAN A AUG 18 ZO2 AT - ALUMINUM THRESHOLD OC - ON CENTER 3.0 TRUSS CONNECTOR REVISION a ° A3 STAIR DETAILS A4 FRAMING PLANS A AB • ANCHOR BOLT OGD - OVERHEAD GARAGE DOOR 2020 FBC PLUMBING RESIDENTIAL SECTION 604 9 W Do,,,,9� AVG -AVERAGE 4.0 FLORIDA BUILDING CODE 7TH EDITION (2020) UPDATE A5 EXTERIOR ELEVATIONS &ROOF PLAN LO OPNG - OPENING 1. TANK TYPE WATER CLOSET VOLUME ' A6.1 1ST FLOOR ELECTRICAL PLANCID BFE -BASE FLOOD ELEVATION OPP -OPPOSITE 1.6 GALLONS 5.0 ADDING K, L & M ELEVATIONS m a BM -BEAM OPT - OPTIONAL A6.2 2ND FLOOR ELECTRICAL PLAN BLK -BLOCK OH - OVER HANG SNO STRUCTURAL NOTES, °° A 01 �� 2. WATER - FLOW RATE. ° o� Q BLDG -BUILDING OH CABS- OVERHEAD CABS SN1 STRUCTURAL NOTESBRD -BOARD z BRG - BEARING PTD - PAINTED PUBLIC FACILITIES LAV 0.5 G.P.M. PNT PAINT FINISH S3 FOUNDATION DETAILS w 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 Oo BUC - BUILT UP COLUMN PERF -PERFORATED CAB - CABINET PLT -PLATE 3. ALL PLUMBING WATER LINES S6 WALL SECTION DETAILS SS RETRO FIT DETAILS CD -CONSTRUCTION DOCUMENTS PLYWD -PLYWOOD TO BE CPVC ST STAIR DETAILS w CLG - CEILING PKT -POCKET 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 Z 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 0 PORCHES AND BALCONIES N N n �, F CONT - CONTINUOUS OR CONTINUES REINF - REINFORCING CHAP. 3 SH 1.0 HURRICANE SHUTTERS L i ' M u CTR -CENTER REQD - REQUIRED �, r) - CJ -CONTROL JOINT R/A -RETURN AIR HANDRAILS - CHAP. 3 SH 1.1 HURRICANE SHUTTERS } ) SH 1.4 HURRICANE SHUTTERS M SH 1.2 HURRICANE SHUTTERS D Mco DP - DEEP OR DEPTH SH 1.3 HURRICANE SHUTTERS to V _ i L DTL -DETAIL RS -ROUGH SAWNo M GUARDRAILS - CHAP. 3 2 _O w 2 0 DIA - DIAMETER SC - SOLID CORE SH 1.5 HURRICANE SHUTTERS p U- o a Q DIM - DIMENSION SCP -SCUPPER WP 1.0 WATERPROOFING DETAILS U p °-,' < DISCON - DISCONNECT Q STAIRS - CHAP. 3 'N w N SCRN -SCREEN SIM - SIMILAR E o) DW -DISHWASHER V � DR -DOOR SHLVS -SHELVES CHIMNEY & FIREPLACE p a DBL - DOUBLE S/R - SHELF & ROD CHAP. 10 DWG - DRAWING SH - SINGLE HUNG WINDOW 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 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 FIG - FIXED GLASS TOM - TOP OF CONCRETE FD -FLOOR DRAIN TOM -TOP OF MASONRY AND INSTALLATION METHODS FOR WINDOWS, DOORS, SLIDING GLASS DOORS, FE - FIRE EXTINGUISHER TOP - TOP OF PLATE OVERHEAD GARAGE DOORS, AND ROOFING. 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 ui w o FR DR - FRENCH DOOR VAC -VACUUM LU � ~ x J of Q ~ oz � GALV - GALVANIZED VAL -VALANCE 7. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18" OF FLR Of TO BE TEMPERED GLASS. (SECTION R308) I. cn o o o o m VFRT-VERFIYINFIELD ~ �wawcnwwwv��¢ D GA -GAUGE QzLLw_z2� �Q GB -GRAB BAR GFI / GFCI - GROUND FAULT CIRCUIT INTERRUPTOR VTR -VENT THROUGH ROOF ILL GLS - GLASS V - VOLT LL_ Q 0 W 2 � Y z < < Q DIMENSIONING: O Z-J'�Q�Wac�-nZWz�`L�oa GWB - GYPSUM WALL BOARD WC - WATER CLOSET ° a 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\ N INSUL - INSULATION W/ - WITH A.3. EXTERIOR FRAMED WALLS: TO OUTSIDE FACE OF STRUCTURAL CORE -STUD Z W INT - INTERIOR WD - WOOD A.4. WINDOW OPENINGS: 0 LVL - LAMINATED VENEER LUMBER A.4.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING LT - LAUNDRY TUB U) LGT - LIGHT A.4.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING MAX - MAXIMUM A.5. DOOR OPENINGS: > (D O MATL - MATERIAL A.5.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING F_� co O MFR -MANUFACTURER A.5.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING Q M ~ MECH - MECHANICAL A.5.3. INTERIOR FRAMED WALLS: ADJACENT TO SIDE WALL: 5" RETURN MEASURED a- U) J MTL - METAL FROM THE FINISH FACE OF ADJACENT WALL. TO INTERIOR FACE OF DOOR (n LL ti MC - MEDICINE CABINET FRAME Q W Q MIN -MINIMUM Lo A.5.4. INTERIOR FRAMED WALLS: AWAY FROM SIDE WALLS: DIMENSIONED TO CENTER 01 W M OF DOOR 0- 2 � A.6. SPECIAL AND CODE REQUIRED CLEARANCES -AS INDICATED ON PLANS OR FINISH Q >- Q SURFACE TO FINISH SURFACE Z 0 SYMBOL LEGEND . A.6. 1. EXAMPLE: T-10" CLEAR INSIDE FINISH FOR ADA TRANSFER B. ALIGNMENT OF WALLS AND FINISHES AS SCHE ULED SHSHOWER W ALL E STRAIGHT, TRUE AND W PLUMB. J� = STAIR CALL OUT HEIGHT OF SHEET NUMBER O STEP DOWN C. THE PRIORITY FOR PROJECT DIMENSIONS SHALL BE IN THE FOLLOWING ORDER: (0 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 = 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 - 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 O SCHEDULE -SEE LENTEL 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 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 COMPONENTS - DIMENSIONS SHALL NOT BE DETERMINED BY SCALING THE �--ARROW SHOWS LOCATION OF CUT DRAWINGS. 3 DIRECTION OF VIEW MULTI VIEW INTERIOR SECTION ELEVATION MARKER MARKER C)C) coy N N N o 0 0 0 0 P_ r M M O 1 ` N O W O O N N O O - O O Z 0 CID WO O O O O l N M 4 6 JUN 1 1 2022 00 Z1-- Q Z VIRTUAL REVIEW ASSIST O Z w L� LE N NARMVirtual Review Assist, Inc. +I-+ U woo P11'ans Review completed and p ved 0) O 0Z j for compliance with the 2020 FBC 7th 00 oro Edition by Debra Anne Klahr PX2300 � � ,--I Z w�M LENNAR TAMPA DIVSION mLn �� (V zo= 4600 W CYPRESS ST, SUITE 200 W Qj:(0 TAMPA FL 33607 NOTICE TO BUILDER &ALL SUBCONTRACTORS • • M 2 0 Zcro IT IS THE INTENT OF DESIGN PROFESSIONAL LISTED IN THE TITLE z 0 0-Z� 813.5 74.5 7 00 BLOCK THAT THESE DOCUMENTS ARE ACCURATE, PROVIDING z LICENSED PROFESSIONALS CLEAR INFORMATION. EVERY ATTEMPT Q HAS BEEN MADE TO PREVENT ERRORS: THE BUILDER AND ALL 0 J SUBCONTRACTORS ARE REQUIRED TO REVIEW ALL THE O INFORMATION CONTAINED IN THESE DOCUMENTS, PRIOR TO THE O COMMENCEMENT OF ANY WORK. THE DESIGN PROFESSIONAL ARE MM NOT RESPONSIBLE FOR ANY PLAN ERRORS, OMISSIONS,OR W MISINTERPRETATIONS UNDETECTED AND NOT REPORTED TO THE C S Q DESIGN PROFESSIONAL PRIOR TO CONSTRUCTION. ALL z w 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 THE o DESIGN PROFESSIONAL LISTED IN THIS TITLE PAGE. NO BACK O LAST PLOT DATE2551 " CHARGES WILL BE CONSIDERED FOR REIMBURSEMENT BY THE > . April 11, 2022 � DESIGN PROFESSIONAL WITHOUT ADVANCED NOTIFICATION AND z O APPROVAL BY THE DESIGN PROFESSIONAL. J COVER SHEET