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ABBREVIATIONS GENERAL NOTES VERSION CHANGES INDEX OF DRAWINGS ABV - ABOVE MLDG - MOULDING THE FOLLOWING TECHINCAL CODES SHALL APPLY: VERSION DESCRIPTION OF CHANGES SHT NO: TITLE / AFF -ABOVE FINISH FLOOR MNT - MOUNT OR MOUNTING 1.1 CLIENT COMMENTS - ADDED LED LIGHT TO FOYER CEILING CS COVER SHEET CN o AHU - AIR HANDLER UNIT MO - MASONRY OPENING 2020 FLORIDA BUILDING CODE RESIDENTIAL, PLUMBING, MECHANICAL, FUEL GAS, Al FOUNDATION PLAN A/C - AIR CONDITIONING MUNT - MUNTINS ENERGY EFFICIENCY, ACCESSIBILITY, AND NFPA 70 NATIONAL ELECTRICAL CODES 2017 2.0 FLORIDA BUILDING CODE 6TH EDITION (2017) UPDATE Q ALUM - ALUMINUM # -NUMBER A2 1ST AND 2ND FLOOR PLAN Lo 3.0 ADDED OFF RIDGE VENT FOR ROOF VENTILATION ��%°��-+':�,-�� AT -ALUMINUM THRESHOLD OC - ON CENTER 2020 FBC PLUMBING RESIDENTIAL SECTION 604 A3 DETAILS e . AB - ANCHOR BOLT OGD - OVERHEAD GARAGE DOOR 1. TANK TYPE WATER CLOSET VOLUME 4.0 PLAN REVISIONS A4 2ND FLOOR - ROOF FRAMING PLAN �. , - - - -,'"<' AVG -AVERAGE OPNG -OPENING {, ;`�;.�`: 00 1.6 GALLONS A5 EXTERIOR ELEVATIONS & ROOF PLAN �_ ,In BFE - BASE FLOOD ELEVATION OPP - OPPOSITE 5.0 PERMIT COMMENT REVISION A6 1ST & 2ND FLOOR ELECTRICAL PLAN f- c. ?, BM -BEAM OPT - OPTIONAL BLK -BLOCK OH - OVER HANG 2. WATER - FLOW RATE. 6.0 TYPICAL TRUSS CONNECTOR REVISION A7 INTERIOR ELEVATIONS �� , ., a BLDG - BUILDING OH CABS- OVERHEAD CABS PUBLIC FACILITIES LAV 0.5 G.P.M. SNO STRUCTURAL NOTES �' Z BRD -BOARD PNT - PAINT FINISH PRIVATE FACILITIES LAV 2.2 G.P.M. 7.0 FLORIDA BUILDING CODE 7TH -DITION (2020) UPDATE - �•� STRUCTURAL NOTESw SN1 ' I 8.0 ADDING K, L, M ELEVATIONS S3M/S FOUNDATION DETAILS' ',''t.p BRG - BEARING PTD - PAINTED SHOWER HEADS 2.5 G.P.M. , ( ';' _ BTM -BOTTOM PED -PEDESTAL BUC - BUILT UP COLUMN PERF -PERFORATED 9.0 ADDED SHEETS WP2.0 AND WP2.1 TO SHEET INDEX S4 FRAME WALL DETAILS 3. ALL PLUMBING WATER LINES r. CAB - CABINET PLT -PLATE TO BE CPVC S5 ROOF FRAMING DETAILS 10.0 REVISED SECOND FLOOR WINDOW HEADER DETAIL CALLOUT CD - CONSTRUCTION DOCUMENTS PLYWD - PLYWOOD S6M/S WALL SECTION DETAILS CLG - CEILING PKT -POCKET VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO SS RETRO FIT DETAILS o CLG HT -CEILING HEIGHT LB -POUND JOBSITE CONDITIONS z CEMT - CEMENTITIOUS PSF - POUNDS PER SQUARE FOOT ST STAIR DETAILS Q CL - CENTERLINE PSI - POUNDS PER SQUARE THE FOLLOWING SHALL COMPLY WITH THE 2020 FBC S11 PRECAST DETAILS COL -COLUMN PT - PRESSURE TREATED CONC -CONCRETE PB -PUSH BUTTON RESIDENTIAL CODE S12 PRECAST DETAILS CMU - CONCRETE MASONRY UNIT REF - REFRIGERATOR CONST - CONSTRUCT OR CONSTRUCTION RECP -RECEPTACLE Q PORCHES AND BALCONIES PA1.0 PRODUCT APPROVAL INFO PA1.1 PRODUCT APPROVAL INFO CONT - CONTINUOUS OR CONTINUES REINF - REINFORCING CHAP. 3 PA1.2 PRODUCT APPROVAL INFO N 4) > o 0 0 CTR -CENTER REQD - REQUIRED PA1.3 PRODUCT APPROVAL INFO N.rj c RAI. CJ - CONTROL JOINT R/A - RETURN AIR Q HANDRAILS - CHAP. 3 PA14 PRODUCT APPROVAL INFO "' co DP -DEEP OR DEPTH RO -ROUGH OPENING �- t3 u a DTL - DETAIL RS - ROUGH SAWN Q GUARDRAILS - CHAP. 3 PA1.5 PRODUCT APPROVAL INFO N V M DIA - DIAMETER Sc - SOLID CORE SH 1.0 HURRICANE SHUTTERS 4)5 0 8 DIM - DIMENSION SCP -SCUPPER D STAIRS - CHAP. 3 SH 1.1 HURRICANE SHUTTERS �'� " a a DISCON - DISCONNECT SCRN -SCREEN SH 1.2 HURRICANE SHUTTERS �N i w O .� a� # DW - DISHWASHER SIM - SIMILAR V N c DR -DOOR SHLVS -SHELVES CHIMNEY &FIREPLACE SH 1.3 HURRICANE SHUTTERS Q� L a E M m DBL - DOUBLE S/R - SHELF & ROD CHAP. 10 SH 1.4 HURRICANE SHUTTERS o a DWG - DRAWING SH - SINGLE HUNG WINDOW SH 1.5 HURRICANE SHUTTERS EA -EACH SGD - SLIDING GLASS DOOR ❑ EGRESS WINDOWS WP1.0 WATERPROOFING DETAILS ELEC - ELECTRICAL SPECS - SPECIFICATIONS CHAP. 3 ELEV -ELEVATOR SQ FT - SQUARE FEET 5. ALL OPENINGS SHALL COMPLY WITH 2O20 FBC RESIDENTIAL WIND LOADS AS STATED WP2.0 WATERPROOFING DETAILS EQ -EQUAL SQ IN - SQUARE INCH BELOW. ATTACHMENTS OF WINDOWS, DOORS, SLIDING GLASS DOORS AND O.H. WP2.1 WATERPROOFING DETAILS EQUP -EQUIPMENT STD -STANDARD 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 AND FG - FIXED GLASS TOC - TOP OF CONCRETE INSTALLATION METHODS FOR WINDOWS, DOORS, SLIDING GLASS DOORS, OVERHEAD FD - FLOOR DRAIN TOM - TOP OF MASONRY GARAGE DOORS, AND ROOFING. FE - FIRE EXTINGUISHER TOP - TOP OF PLATE FLR - FLOOR TP - TOILET PAPER HOLDER 6. ALL DOORS INTERIOR & EXTERIOR ARE 6'-8" UNLESS OTHERWISE NOTED ALL SHOWER FLOUR - FLUORESCENT TYP - TYPICAL ENCLOSURES TO BE TEMPERED GLASS FTG - FOOTING LINO - UNLESS NOTED OTHERWISE FR DR - FRENCH DOOR VAC -VACUUM °w w ( w w O GALV - GALVANIZED VAL -VALANCE 7. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18" OF FLR Lu W w p Q � � 14,0 0 z GA -GAUGE VERT - VERTICAL TO BE TEMPERED GLASS. (SECTION R308) X O U a� X � 0 3 p N LL vp o 0 GB - GRAB BAR VIF -VERIFY IN FIELD Q � cn 0 � z `! E o o m c GFI / GFCI- GROUND FAULT CIRCUIT INTERRUPTOR VTR - VENT THROUGH ROOF DIMENSIONING: O O 0 Lu a > (3 w w ;w z LL 0 ¢ o GLS -GLASS V -VOLT O Z i a. ZR0 wz�wvon. GWB - GYPSUM WALL BOARD WC -WATER CLOSET U a ~O w t- P 2 w p ¢ A. DIMENSIONS INDICATED ARE TO: O O o M o GYPBRD - GYPSUM BOARD WH - WATER HEATER A.1. CMU WALL: OUTSIDE FACE OF WALL LL ¢ 0 ~ LL HD - HEAD WL - WIND LOAD A.2. INTERIOR FRAMED WALLS: PLAN WEST (OR PLAN NORTH) FROM FACE OF HVAC - HEATING, VENTILATING, AIR CONDITIONING WP - WEATHERPROOF CORE -STUD HT - HEIGHT WWM - WELDED WIRE MESH HB - HOSE BIB W - WIDE OR WIDTH A.2.1. DIMENSIONS ARE NOT FROM ELEMENTS ATTACHED TO CORE STUD - I.E. HC - HANDICAP WDW - WINDOW FURRING\ INSUL - INSULATION W/ - WITH A.3. EXTERIOR FRAMED WALLS: TO OUTSIDE FACE OF STRUCTURAL INT - INTERIOR WD - WOOD CORE -STUD N LVL - LAMINATED VENEER LUMBER A.4. WINDOW OPENINGS: \ LT - LAUNDRY TUB A.4.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING c 0 Lu LGT - LIGHT A.4.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING �` P-+ MAX - MAXIMUM Lf)MATL - MATERIAL A.5. DOOR OPENINGS: �"� j = MFR -MANUFACTURER A.5.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING ►-� �O MECH - MECHANICAL A.5.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING 0 M O MTV -METAL A.5.3. INTERIOR FRAMED WALLS: ADJACENT TO SIDE WALL: 5" RETURN a J LA MC - MEDICINE CABINET MEASURED FROM THE FINISH FACE OF ADJACENT WALL TO INTERIOR MIN - MINIMUM FACE OF DOOR FRAME V) h A.5.4. INTERIOR FRAMED WALLS: AWAY FROM SIDE WALLS: DIMENSIONED TO < Lu a c ,M-•i CENTER OF DOOR A.6. SPECIAL AND CODE REQUIRED CLEARANCES - AS INDICATED ON PLANS OR SYMBOL LEGEND. FINISH SURFACE TO FINISH SURFACE z < 00 A.6.1. EXAMPLE: T-0" CLEAR INSIDE FINISH FOR ADA TRANSFER SHOWER B. ALIGNMENT OF WALLS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, W ❑A = STAIR CALL OUT HEIGHT OF SHEET NUMBER TRUE AND PLUMB. WO STEP DOWN 1 INT ELEV NUMBER C. THE PRIORITY FOR PROJECT DIMENSIONS SHALL BE IN THE FOLLOWING t.O FOOTING CALL OUT - ORDER: C = SEE FOOTING STEP DOWN ARROW SHOWS C.1. CODE MINIMUM - MAXIMUM DIMENSIONS AND CLEARANCES SCHEDULE CALLOUT DIRECTION OF VIEW ARROW SHOWS INTERIOR ELEVATION C.2. LOAD BEARING CONCRETE MASONRY UNIT WALLS = KEYNOTE CALL OUT DIRECTION OF VIEW MARKER C.3. FRAMED WALLS EXTERIOR 1 CA. FRAMED WALLS INTERIOR ELEV NUMBER C.5. DOORS AND WINDOWS N N N A9 ARROW SHOWS D. FLOOR ELEVATIONS ARE INDICATED TO THE FACE OF THE STRUCTURAL SLAB - PRE -CAST LINTEL CALL SHEET NUMBER DIRECTION OF CUT UNLESS OTHERWISE NOTED A 4 q OUT - SEE LENTEL EXTERIOR 1 O T- v- SCHEDULE ELEVATION MARKER Al SECTION NUMBER E. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO THE N N N FACE OF MATERIAL AT THE DIMENSION POINT - UNLESS OTHERWISE NOTED o 0 0 44---ARROWSHOWS ELEV NUMBER SHEET NUMBER F. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF LEDGER CALL OUT - SEE SHEET NUMBER THE STRUCTURAL MATERIAL DRAWINGS GS SHALL ULED LEDGER SCHEDULE 4 G. DIMENSIONS SHOWN ONINDICATE THE REQUIRED SIZE, LOCATION OF CUT CLEARANCE AND DIMENSIONAL RELATIONSHIP BETWEEN PROJECT SYSTEMS 2 2023 0 0 0 JUl °0 o 3 DIRECTION OF VIEW AND COMPONENTS - DIMENSIONS SHALL NOT BE DETERMINED BY SCALING W 00 00 0 0 o r- MULTI VIEW INTERIOR SECTION THE DRAWINGS. 0 0 0 0 0 0 0 ELEVATION MARKER MARKER N N .o N op N M Assist, Inc. � N & a o c� yvirluskevieweted and apprn o o o o Plans Review comp O c liance with the 2020 FBC 7th Edition ' g for comp cn by Debra Anne Klahr PX230 r- o 0 0 0 0 0 NUD > I T- I N M I � I Ln CD I r-- LO ' 00 0 Z Z � W fn -- w 0 O 0 Q 2 0o < NARSM O a = Q z ZW -� cl: I.-� LENNAR TAMPA DIVSION �' =m=z 4600 W CYPRESS ST, SUITE 200 < W 0 TAM PA FL 33607 NOTICE TO BUILDER & ALL SUBCONTRACTORS '�' a Z Q 1 Oagw 813. 574.5700 IT IS THE INTENT OF DESIGN PROFESSIONAL LISTED IN THE TITLE }" Q V (n z z BLOCK THAT THESE DOCUMENTS ARE ACCURATE, PROVIDING Z = Q p LICENSED PROFESSIONALS CLEAR INFORMATION. EVERY ATTEMPT Z ~ U HAS BEEN MADE TO PREVENT ERRORS: THE BUILDER AND ALL g SUBCONTRACTORS ARE REQUIRED TO REVIEW ALL THE V a INFORMATION CONTAINED IN THESE DOCUMENTS, PRIOR TO THE O 0 COMMENCEMENT OF ANY WORK. THE DESIGN PROFESSIONAL ARE MM NOT RESPONSIBLE FOR ANY PLAN ERRORS, OMISSIONS,OR W o: MISINTERPRETATIONS UNDETECTED AND NOT REPORTED TO THE z DESIGN PROFESSIONAL PRIOR TO CONSTRUCTION. ALL z w CONSTRUCTION MUST BE IN ACCORDANCE TO THE INFORMATION z c S M FOUND IN THESE DOCUMENTS. ANY QUESTIONS REGARDING THE o INFORMATION FOUND IN THESE PLANS SHOULD BE DIRECTED TO THE 1871 ATLANTA DESIGN PROFESSIONAL LISTED IN THIS TITLE PAGE. NO BACK V_ LAST PLOT DATE CHARGES WILL BE CONSIDERED FOR REIMBURSEMENT BY THE > May. 8, 23 DESIGN PROFESSIONAL WITHOUT ADVANCED NOTIFICATION AND APPROVAL BY THE DESIGN PROFESSIONAL. z O j COVER SHEET