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6486 Back Forty Lp
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6486 Back Forty Lp
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Last modified
3/24/2025 4:26:37 PM
Creation date
2/19/2025 8:24:02 AM
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Building Plans
Street #
6486
Location
Back Forty Lp
Contractor
Lennar
Building Plans - Permit #
Unknown
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ABBREVIATIONS GENERAL NOTES VERSION CHANGES INDEX OF DRAWINGS <br />ABV - ABOVE MLDG - MOULDING THE FOLLOWING TECHNICAL CODES SHALL APPLY: VERSION DESCRIPTION OF CHANGES SHT NO: TITLE RECEtVAFF -ABOVE FINISH FLOOR MNT - MOUNT OR MOUNTING 1.0 CLIENT CHANGES CS COVER SHEET N <br />AHU -AIR HANDLER UNIT MO - MASONRY OPENING 2020 FLORIDA BUILDING CODE RESIDENTIAL, PLUMBING, MECHANICAL, FUEL GAS, Al FOUNDATION PLAN N <br />A/C -AIR CONDITIONING MUNT - MUNTINS ENERGY EFFICIENCY, ACCESSIBILITY, NFPA 70 NATIONAL ELECTRICAL CODES 2017 2.0 FLORIDA BUILDING CODE 6TH EDITION (2017) UPDATED A2 1ST AND 2ND FLOOR PLAN <br />5 2023 <br />ALUM - ALUMINUM # -NUMBER 3.0 MASTER CHANGE UPDATE A3 STAIR DETAILS LO <br />AT - ALUMINUM THRESHOLD OC - ON CENTER 2020 FBC PLUMBING RESIDENTIAL SECTION 604 A4 2ND FLOOR - ROOF FRAMING PLAN <br />AB - ANCHOR BOLT OGD - OVERHEAD GARAGE DOOR 1. TANK TYPE WATER CLOSET VOLUME 4.0 PERMIT COMMENT REVISION A5 EXTERIOR ELEVATIONS &ROOF PLAN 00 <br />AVG -AVERAGE OPNG -OPENING 1.6 GALLONS A6 1ST & 2ND FLOOR ELECTRICAL PLANS "' <br />BFE - BASE FLOOD ELEVATION OPP - OPPOSITE 5.0 TRUSS CONNECTOR REVISION _ - _ , �® <br />BM -BEAM OPT - OPTIONAL A7 INTERIOR ELEVATIONS ��, • ,° <br />BLK -BLOCK OH - OVER HANG 2. WATER - FLOW RATE. 6.0 FLORIDA BUILDING CODE 7TH EDITION (2020) UPDATED SNO STRUCTURAL NOTES ,' ,., <br />BLDG - BUILDING OH CABS- OVERHEAD CABS PUBLIC FACILITIES LAV 0.5 G.P.M. SN1 STRUCTURAL NOTES O ° s <br />7.0 UPDATE DETAIL CALL OUT FOR 2ND FLOOR WINDOW AT BEDROOM 5 �s" � � w <br />BRD -BOARD PNT - PAINT FINISH PRIVATE FACILITIES LAV 2.2 G.P.M. S3 FOUNDATION DETAILS <br />BRG - BEARING PTD - PAINTED SHOWER HEADS 2.5 G.P.M. 8.0 ADDING K, L, M ELEVATIONS S4 FRAME WALL DETAILS " r _ <br />BTM - BOTTOM PED -PEDESTAL , R O <br />BUC - BUILT UP COLUMN PERF -PERFORATED 9.0 ADDED SHEETS WP2.0 AND WP2.1 TO SHEET INDEX <br />S5 STRUCTURAL DETAILSF`R o <br />3. ALL PLUMBING WATER LINES S6 WALL SECTION DETAILS c,P <br />CAB -CABINET PLT -PLATE I ; �✓y, , <br />CD - CONSTRUCTION DOCUMENTS PLYWD - PLYWOOD TO BE CPVC 10.0 REVISED SECOND FLOOR WINDOW HEADER DETAIL CALLOUT SS RETRO FIT DETAILS' • A 'S <br />CLG - CEILING PKT -POCKET VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO ST STAIR DETAILS o <br />CLG HT - CEILING HEIGHT LB -POUND S11 PRECAST DETAILS z <br />CEMT - CEMENTITIOUS PSF - POUNDS PER SQUARE FOOT JOBSITE CONDITIONS S12 PRECAST DETAILS Q <br />CL - CENTERLINE PSI - POUNDS PER SQUARE PA 1.0 PRODUCT APPROVAL <br />COL - COLUMN PT - PRESSURE TREATED THE FOLLOWING SHALL COMPLY WITH THE 2020 FBC RESIDENTIAL PA 1.1 PRODUCT APPROVAL <br />CONC -CONCRETE PB - PUSH BUTTON CODE PA 1.2 PRODUCT APPROVAL <br />CMU - CONCRETE MASONRY UNIT REF - REFRIGERATOR ❑ PORCHES AND BALCONIES PA 1.3 PRODUCT APPROVAL <br />CONST - CONSTRUCT OR CONSTRUCTION RECP -RECEPTACLE CHAP. 3 PA 1.4 PRODUCT APPROVAL V a) o N o <br />CONT - CONTINUOUS OR CONTINUES REINF - REINFORCING PA 1.5 PRODUCT APPROVAL _� > `o N 0 <br />CTR -CENTER REQD - REQUIRED <br />HANDRAILS - CHAP. 3 co ^ ai <br />CJ - CONTROL JOINT R/A - RETURN AIR SH 1.0 HURRICANE SHUTTERS >. In M M <br />DP -DEEP OR DEPTH RO -ROUGH OPENING SH 1.1 HURRICANE SHUTTERS N - O 00 m M <br />DTL - DETAIL RS - ROUGH SAWN ❑ GUARDRAILS - CHAP. 3 SH 1.2 HURRICANE SHUTTERS -C - r M <br />DIA - DIAMETER SC - SOLID CORE <br />DIM - DIMENSION SCP -SCUPPER STAIRS - CHAP. 3 SH 1.3 HURRICANE SHUTTERS ? O o 2 0 <br />DISCON -DISCONNECT SCRN -SCREEN SH 1.4 HURRICANE SHUTTERS U a, <br />Tti1 •� O � � �, Q <br />SH 1.5 HURRICANE SHUTTERS 'N w v <br />CHIMNEY & FIREPLACE V P <br />DW -DISHWASHER SIM -SIMILAR ❑ WP 1.0 WATERPROOFING DETAILS oo Q.M � <br />CHAP. 10 WP 2.0 WATERPROOFING DETAILS 0 <br />DR -DOOR SHLVS -SHELVES i o E � <br />DBL - DOUBLE S/R - SHELF & RODCL <br />DWG - DRAWING SH - SINGLE HUNG WINDOW WP 2.1 WATERPROOFING DETAILS <br />EA -EACH SGD - SLIDING GLASS DOOR EGRESS WINDOWS <br />ELEC - ELECTRICAL SPECS - SPECIFICATIONS CHAP. 3 <br />ELEV - ELEVATOR SQ FT - SQUARE FEET 5. ALL OPENINGS SHALL COMPLY WITH 2O20 FBC RESIDENTIAL WIND LOADS AS STATED <br />EQ -EQUAL SQ IN - SQUARE INCH BELOW. ATTACHMENTS OF WINDOWS, DOORS, SLIDING GLASS DOORS AND O.H. <br />EQUIP - EQUIPMENT STD -STANDARD GARAGE DOORS ARE TO DELEGATED THE MANUFACTURER OF THESE ITEMS. THE <br />EXP JT - EXPANSION JOINT STL -STEEL <br />EXT - EXTERIOR STRUCT -STRUCTURAL MANUFACTURER OF THESE ITEMS SHALL SUBMIT ATTACHMENTS FOR SITE <br />FIN FLR - FINISHED FLOOR TEMP -TEMPERED INSTALLATION. <br />FIN - FIN THK - THICK OR THICKNESS <br />EW - EACH WAY TB - TOWEL BAR SEE ATTACHED SPECIFICATION SHEETS FOR MANUFACTURERS DESIGN CRITERIA <br />FG - FIXED GLASS TOC - TOP OF CONCRETE AND INSTALLATION METHODS FOR WINDOWS, DOORS, SLIDING GLASS DOORS, <br />FD - FLOOR DRAIN TOM - TOP OF MASONRY OVERHEAD GARAGE DOORS, AND ROOFING. <br />FIE - FIRE EXTINGUISHER TOP - TOP OF PLATE <br />FLR - FLOOR TP - TOILET PAPER HOLDER 6. ALL DOORS INTERIOR & EXTERIOR ARE 6'-8" UNLESS OTHERWISE NOTED ALL <br />FLOUR - FLUORESCENT TYP - TYPICAL SHOWER ENCLOSURES TO BE TEMPERED GLASS <br />FTG - FOOTING UNO - UNLESS NOTED OTHERWISE °w w w w O o <br />FIR DR - FRENCH DOOR VAC -VACUUM 7. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18" OF FLR W W w p ¢ ¢ 0 ¢ ¢ Qd Y z �o z <br />GALV -GALVANIZED VAL -VALANCE O W � ° � � o � ,� ° o ,� � o <br />TO BE TEMPERED GLASS. SECTION R308 ¢'a X o � o o o m ° z J ~ <br />GA -GAUGE VERT -VERTICAL ( ) Q Q U ° c o z ,� w_ z ° r Q <br />GB - GRAB BAR VIF -VERIFY IN FIELD H � o w o_ w z woo z z <br />GFI / GFCI- GROUND FAULT CIRCUIT INTERRUPTOR VTR - VENT THROUGH ROOF DIMENSIONING: 00 O � c9 a> z Y o z z w O W O a <br />GLS -GLASS V -VOLT o Z ¢0,¢110��-gwo2v°¢ <br />GWB - GYPSUM WALL BOARD WC - WATER CLOSET A. DIMENSIONS INDICATED ARE TO: o ¢ o o ° a a <br />GYPBRD - GYPSUM BOARD WH - WATER HEATER A.1. CMU WALL: OUTSIDE FACE OF WALL ~ <br />HD - HEAD WL - WIND LOAD A.2. INTERIOR FRAMED WALLS: PLAN WEST (OR PLAN NORTH) FROM FACE OF <br />HVAC - HEATING, VENTILATING, AIR CONDITIONING WP -WEATHERPROOF CORE -STUD <br />HT - HEIGHT WWM - WELDED WIRE MESH A.2.1. DIMENSIONS ARE NOT FROM ELEMENTS ATTACHED TO CORE STUD - I.E. <br />HB - HOSE BIB W - WIDE OR WIDTH FURRING\ O <br />HC - HANDICAP WDW - WINDOW <br />INSUL - INSULATION W/ - WITH A.3. EXTERIOR FRAMED WALLS: TO OUTSIDE FACE OF STRUCTURAL CORE -STUD <br />INT - INTERIOR WD - WOOD A.4. WINDOW OPENINGS: Z W <br />LVL - LAMINATED VENEER LUMBER A.4.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING _L � <br />LT - LAUNDRY TUB A.4.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING <br />LGT - LIGHT A.5. DOOR OPENINGS: - Z) <br />MATL - MATERIAL A.5.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING <br />MFR -MANUFACTURER A.5.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING Q M O <br />A.5.3. INTERIOR FRAMED WALLS: ADJACENT TO SIDE WALL: 5" RETURN MEASURED (n M ~ <br />MECH - MECHANICAL Q J <br />MTL - METAL FROM THE FINISH FACE OF ADJACENT WALL TO INTERIOR FACE OF DOOR <br />LL <br />MC - MEDICINE CABINET FRAME <br />MIN - MINIMUM A.5.4. INTERIOR FRAMED WALLS: AWAY FROM SIDE WALLS: DIMENSIONED TO CENTER Q W Q Ln <br />OF DOOR I- M <br />A.6. SPECIAL AND CODE REQUIRED CLEARANCES - AS INDICATED ON PLANS OR FINISH <br />00 <br />SURFACE TO FINISH SURFACE Q i- Q <br />SYMBOL LEGEND. A.6.1. EXAMPLE: 3'-0" CLEAR INSIDE FINISH FOR ADA TRANSFER SHOWER Z V <br />B. ALIGNMENT OF WALLS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE AND <br />❑A = STAIR CALL OUT HEIGHT OF A13F-----SHEET NUMBER PLUMB. '� � LLJ O <br />STEP DOWN C. THE PRIORITY FOR PROJECT DIMENSIONS SHALL BE IN THE FOLLOWING ORDER: J INT ELEV NUMBER <br />1 C.1. CODE MINIMUM - MAXIMUM DIMENSIONS AND CLEARANCES O <br />�- G 0 <br />FOOTING CALL OUT - SC.2. LOAD BEARING CONCRETE MASONRY UNIT WALLS <br />C = SEE FOOTING TEP DOWN ARROW SHOWS <br />SCHEDULE CALLOUT DIRECTION OF VIEW C.3. FRAMED WALLS EXTERIOR <br />ARROW SHOWS INTERIOR ELEVATION CA. FRAMED WALLS INTERIOR <br />O = KEYNOTE CALL OUT DIRECTION OF VIEW MARKER C.5. DOORS AND WINDOWS JUL 2 1 20 3 N M M <br />1 D. FLOOR ELEVATIONS ARE INDICATED TO THE FACE OF THE STRUCTURAL SLAB - N N N <br />ELEV NUMBER UNLESS OTHERWISE NOTED VO o O <br />A9 ARROW SHOWS E. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE N N N <br />PRE -CAST LINTEL CALL SHEET NUMBER DIRECTION OF CUT I I I <br />O= OUT - SEE LENTEL EXTERIOR 1 OF MATERIAL AT THE DIMENSION POINT - UNLESS OTHERWISE NOTED N N N SCHEDULE ELEVATION MARKER All SECTION NUMBER F. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF THE <br />STRUCTURAL MATERIAL ABOVE AS SCHEDULED o 0 0 <br />1; ELEV NUMBER SHEET NUMBER G. DIMENSIONS SHOWN ON THE DRAWINGS SHALL INDICATE THE REQUIRED SIZE, Virtual Review AVRssist, Inc. <br />LEDGER CALL OUT - SEE Plans Review completed and approved <br />LG-2 = SHEET NUMBER CLEARANCE AND DIMENSIONAL RELATIONSHIP BETWEEN PROJECT SYSTEMS AND for compliance with the 2020 FBC 7th Edition o o � <br />LEDGER SCHEDULE 4 _ A15 2 COMPONENTS - DIMENSIONS SHALL NOT BE DETERMINED BY SCALING THE p <br />c ARROW SHOWS LOCATION OF CUT DRAWINGS. by Debra Anne Klahr PX2300 06 6 <br />r- T- N N N N N <br />3 DIRECTION OF VIEW M M <br />MULTI VIEW INTERIOR SECTION o 0 0 0 0 0 0 <br />ELEVATION MARKER MARKER N N N N N N N <br />O W O M O <br />N O r' O r N N M <br />1 1 1 1 1 I I <br />r r <br />NOOO��oo <br />1 •0 <br />NLO �0000000 <br />N M (fl r; <br />LO <br />1 Z z <br />000 o <br />O w v) <br />O1 w()r>- <br />O Vo�o <br />E N NAROM -LO -0 up)Da=� <br />ZW �- P <br />r� =co 0Z <br />LENNAR TAMPA DIVISION 0 <br />Q 00 W <br />[V <br />4600 W CYPRESS ST, SUITE 200 00 �2zw0 <br />NOTICE TO BUILDER & ALL SUBCONTRACTORS W N O < < z <br />TAMPA, FL 33607>-CN ��zW <br />IT IS THE INTENT OF DESIGN PROFESSIONAL LISTED IN THE TITLE Q - z <br />813.574. 5700 BLOCK THAT THESE DOCUMENTS ARE ACCURATE, PROVIDING -se Z Q O <br />LICENSED PROFESSIONALS CLEAR INFORMATION. EVERY ATTEMPTg <br />0� <br />HAS BEEN MADE TO PREVENT ERRORS: THE BUILDER AND ALL V a <br />SUBCONTRACTORS ARE REQUIRED TO REVIEW ALL THE O O <br />INFORMATION CONTAINED IN THESE DOCUMENTS, PRIOR TO THE <br />COMMENCEMENT OF ANY WORK. THE DESIGN PROFESSIONAL ARE �J.J <br />NOT RESPONSIBLE FOR ANY PLAN ERRORS, OMISSIONS,OR z <br />MISINTERPRETATIONS UNDETECTED AND NOT REPORTED TO THE z <br />DESIGN PROFESSIONAL PRIOR TO CONSTRUCTION. ALL z C S L� <br />CONSTRUCTION MUST BE IN ACCORDANCE TO THE INFORMATION co <br />N <br />FOUND IN THESE DOCUMENTS. ANY QUESTIONS REGARDING THE LIJ co O <br />2382 ADS INFORMATION FOUND IN THESE PLANS SHOULD BE DIRECTED TO THE T-- LAST PLOT DATE <br />DESIGN PROFESSIONAL LISTED IN THIS TITLE PAGE. NO BACK May. 9, 23 <br />CHARGES WILL BE CONSIDERED FOR REIMBURSEMENT BY THE 4-1 <br />DESIGN PROFESSIONAL WITHOUT ADVANCED NOTIFICATION AND <br />APPROVAL BY THE DESIGN PROFESSIONAL. J COVER SHEET <br />
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