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6425 Ten Acre Ct
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6425 Ten Acre Ct
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Last modified
3/24/2025 4:11:18 PM
Creation date
2/19/2025 2:47:10 PM
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Building Plans
Street #
6425
Location
Ten Acre Ct
Contractor
Lennar Homes LLC
Building Plans - Permit #
5278
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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 <br />AFF - ABOVE FINISH FLOOR MNT - MOUNT OR MOUNTING 1.0 PLAN REVISIONS CS COVER SHEET N <br />AHU - AIR HANDLER UNIT MO - MASONRY OPENING Al FOUNDATION PLAN N <br />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 <br />ALUM - ALUMINUM # -NUMBER ENERGY EFFICIENCY, ACCESSIBILITY, AND NFPA 70 NATIONAL ELECTRICAL CODES 2017 N <br />3.0 ELEVATION A ENTRY PORCH ROOF UPDATE A3 2ND FLOOR PLAN <br />AT - ALUMINUM THRESHOLD OC - ON CENTER . 6 <br />AB - ANCHOR F30LT OGD - OVERHEAD GARAGE DOOR 2020 FBC PLUMBING RESIDENTIAL SECTION 604 A4 ROOF PLAN <br />4.0 FLORIDA BUILDING CODE 7TH EDITION (2020) UPDATE A4.1 2ND FLOOR FRAMING & ROOF PLAN .(^ LO <br />O <br />AVG -AVERAGE OPNG -OPENING 1. TANK TYPE WATER CLOSET VOLUME P . - - <br />BFE - BASE FLOOD ELEVATION OPP - OPPOSITE A5 EXTERIOR ELEVATIONS ��- • ; r.., <br />1.6 GALLONS 5.0 ADDING K, L, M ELEVATIONS �, r <br />BM - BEAM OPT - OPTIONAL A6 1ST FLOOR ELECTRICAL PLAN1 O,' <br />BLK -BLOCK OH - OVER HANG A6.1 2ND FLOOR ELECTRICAL PLAN = , ; Q <br />2. WATER -FLOW RATE. o I �. <br />BLDG - BUILDING OH CABS- OVERHEAD CABS SNO STRUCTURAL NOTES , <br />PUBLIC FACILITIES LAV 0.5 G.P.M. Z <br />BRD -BOARD PNT - PAINT FINISH �+- � � W <br />SN1 STRUCTURAL NOTES <br />PRIVATE FACILITIES LAV 2.2 G.P.M. p� <br />BRG - BEARING PTD - PAINTED ^, <br />BTM -BOTTOM PED -PEDESTAL SHOWER HEADS 2.5 G.P.M. S3M FOUNDATION DETAILS ` v_ <br />BUC - BUILT UP COLUMN PERF -PERFORATED <br />S4 FRAME WALL DETAILS ` `�, f1 o <br />S5 ROOF FRAMING DETAILS <br />CAB - CABINET PLT -PLATE 3. ALL PLUMBING WATER LINES <br />CD - CONSTRUCTION DOCUMENTS PLYWD - PLYWOOD TO BE CPVC S6 WALL SECTION DETAILS <br />' CLG -CEILING PKT -POCKET <br />SS RETRO FIT DETAILS <br />CLG HT - CEILING HEIGHT LB -POUND VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO ST STAIR DETAILS ,� <br />CEMT - CEMENTITIOUS PSF - POUNDS PER SQUARE FOOT JOBSITE CONDITIONS z <br />S11 PRECAST DETAILS z <br />CL - CENTERLINE PSI - POUNDS PER SQUARE S12 PRECAST DETAILS <br />COL -COLUMN PT - PRESSURE TREATED THE FOLLOWING SHALL COMPLY WITH THE 2020 FBC RESIDENTIAL PA1.0 PRODUCT APPROVAL <br />CONC -CONCRETE PB - PUSH BUTTON CODE PA1.1 PRODUCT APPROVAL <br />CMU - CONCRETE MASONRY UNIT REF - REFRIGERATOR PA1.2 PRODUCT APPROVAL N 4) N � <br />CONST - CONSTRUCT OR CONSTRUCTION RECP -RECEPTACLE ❑ PORCHES AND BALCONIES L > 0 M v <br />CONT - CONTINUOUS OR CONTINUES REINF - REINFORCING CHAP. 3 PA1.3 PRODUCT APPROVAL 0 M 4- 0 <br />CTR -CENTER REQD - REQUIRED PA1.4 PRODUCT APPROVAL a , N M M t; con <br />CJ - CONTROL JOINT R/A - RETURN AIR Q HANDRAILS - CHAP. 3 SH 1.0 HURRICANE SHUTTERS N <br />DP - DEEP OR DEPTH RO - ROUGH OPENING SH 1.1 HURRICANE SHUTTERS E r <br />DTL - DETAIL RS - ROUGH SAWN SH 1.2 HURRICANE SHUTTERS O 8 0 <br />DIA -DIAMETER SC -SOLID CORE (� GUARDRAILS - CHAP. 3 .� 0 g o Q <br />SH 1.3 HURRICANE SHUTTERS �_ U a <br />Q STAIRS - CHAP. 3 SH 1.4 HURRICANE SHUTTERS cn W C, <br />DIM -DIMENSION SCP -SCUPPER O <br />DISCON - DISCONNECT SCRN -SCREEN04 <br />DW - DISHWASHER SIM -SIMILAR SH 1.5 HURRICANE SHUTTERS L o <br />DR -DOOR SHLVS -SHELVES Q CHIMNEY &FIREPLACE WP1.0 WATERPROOFING DETAILS o. -0 <br />DBL - DOUBLE S/R - SHELF & ROD CHAP. 10 <br />DWG - DRAWING SH - SINGLE HUNG WINDOW <br />EA -EACH SGD - SLIDING GLASS DOOR ❑ EGRESS WINDOWS <br />ELEC - ELECTRICAL SPECS - SPECIFICATIONS CHAP. 3 <br />ELEV - ELEVATOR SQ FT - SQUARE FEET EQ -EQUAL SQ IN -SQUARE INCH 5. ALL OPENINGS SHALL COMPLY WITH 2O20 FBC RESIDENTIAL WIND LOADS AS <br />EQUP - EQUIPMENT STD -STANDARD STATED BELOW. ATTACHMENTS OF WINDOWS, DOORS, SLIDING GLASS DOORS <br />EXP JT - EXPANSION JOINT STL -STEEL AND O.H. GARAGE DOORS ARE TO DELEGATED THE MANUFACTURER OF THESE <br />EXT - EXTERIOR STRUCT -STRUCTURAL ITEMS. THE MANUFACTURER OF THESE ITEMS SHALL SUBMIT ATTACHMENTS FOR <br />FIN FLR - FINISHED FLOOR TEMP -TEMPERED SITE 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 />FE - FIRE EXTINGUISHER TOP - TOP OF PLATE <br />FLR - FLOOR TP - TOILET PAPER HOLDER <br />FLOUR - FLUORESCENT TYP - TYPICAL 6. ALL DOORS INTERIOR & EXTERIOR ARE 6'-8" UNLESS OTHERWISE NOTED ALL <br />FTG - FOOTING LINO - UNLESS NOTED OTHERWISE SHOWER ENCLOSURES TO BE TEMPERED GLASS W 1L � it _j W 2 a z <br />FR DR - FRENCH DOOR VAC -VACUUM W W W o a a 0 a a U_ Y o z <br />GALV -GALVANIZED VAL -VALANCE It U Q `" 3 `" `� LL <br />7. ALL WINDOWS WITHIN 24 OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18' OF Q < a x z o z 2 o � a <br />GA - GAUGE VERT - VERTICAL H I- v W z z <br />GB - GRAB BAR VIF - VERIFY IN FIELD FLR TO BE TEMPERED GLASS. (SECTION R308) 00 o a 8 z Y o z z LL O W OO X a <br />GFI / GFCI- GROUND FAULT CIRCUIT INTERRUPTOR VTR - VENT THROUGH ROOF DIMENSIONING: U) 0 Z ¢ o W o g ~ - g_ w o Q <br />GLS - GLASS V - VOLT <br />GWB - GYPSUM WALL BOARD WC - WATER CLOSET Y z <br />GYPBRD - GYPSUM BOARD WH - WATER HEATER A. DIMENSIONS INDICATED ARE TO: a a o ~ a LL <br />HD - HEAD WL - WIND LOAD A.1. CMU WALL: OUTSIDE FACE OF WALL <br />HVAC - HEATING, VENTILATING, AIR CONDITIONING WP - WEATHERPROOF A.2. INTERIOR FRAMED WALLS: PLAN WEST (OR PLAN NORTH) FROM FACE OF <br />HT - HEIGHT WWM - WELDED WIRE MESH CORE -STUD O <br />HB - HOSE BIB W - WIDE OR WIDTH A.2.1. DIMENSIONS ARE NOT FROM ELEMENTS ATTACHED TO CORE STUD - I.E. O <br />HC - HANDICAP WDW - WINDOW FURRING\ N <br />INSUL - INSULATION W/ - WITH A.3. EXTERIOR FRAMED WALLS: TO OUTSIDE FACE OF STRUCTURAL CORE -STUD Z W <br />INT - INTERIOR WD -WOOD A.4. WINDOW OPENINGS: 2 ~ <br />LVL - LAMINATED VENEER LUMBER A.4.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING S2 Z) ti <br />LT -LIGHT UNDRY TUB A.4.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING > � p O <br />MAX - MAXIMUM A.5. DOOR OPENINGS: Q L_� M O <br />MATL - MATERIAL A.5.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING Q co � <br />A.5.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING <br />MECH - MECHANICAL MFR -MANUFACTURER A.5.3. INTERIOR FRAMED WALLS ADJACENT TO SIDE WALL: 5" RETURN MEASURED LL. ti <br />MTL - METAL FROM THE FINISH FACE OF ADJACENT WALL TO INTERIOR FACE OF DOOR <br />MC - MEDICINE CABINET FRAME <br />MIN - MINIMUM A.5.4. INTERIOR FRAMED WALLS: AWAY FROM SIDE WALLS: DIMENSIONED TO CENTER ~ <br />OF DOOR Q > Q QO <br />A.6. SPECIAL AND CODE REQUIRED CLEARANCES - AS INDICATED ON PLANS OR FINISH z Z 0 � <br />SURFACE TO FINISH SURFACE <br />SYMBOL LEGEND. A.6.1. EXAMPLE: 3'-0" CLEAR INSIDE FINISH FOR ADA TRANSFER SHOWER W <br />B. ALIGNMENT OF WALLS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE AND J O <br />= STAIR CALL OUT HEIGHT OF SHEET NUMBER PLUMB. (0 <br />STEP DOWN C. THE PRIORITY FOR PROJECT DIMENSIONS SHALL BE IN THE FOLLOWING ORDER: <br />1 INT ELEV NUMBER C.1. CODE MINIMUM - MAXIMUM DIMENSIONS AND CLEARANCES <br />FOOTING CALL OUT - STEP DOWN ARROW SHOWS C.2. LOAD BEARING CONCRETE MASONRY UNIT WALLS <br />= SEE FOOTING CALLOUT DIRECTION OF VIEW C.3. FRAMED WALLS EXTERIOR <br />SCHEDULE <br />ARROW SHOWS INTERIOR ELEVATION CA. FRAMED WALLS INTERIOR <br />= KEYNOTE CALL OUT DIRECTION OF VIEW MARKER C.5. DOORS AND WINDOWS <br />1 D. FLOOR ELEVATIONS ARE INDICATED TO THE FACE OF THE STRUCTURAL SLAB - <br />ELEV NUMBER UNLESS OTHERWISE NOTED <br />PRE -CAST LINTEL CALL SHEET NUMBER DIRECTION OF CUT <br />A9 ARROW SHOWS E. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE <br />4 <br />�q = OUT - SEE LENTEL EXTERIOR 1 OF MATERIAL AT THE DIMENSION POINT - UNLESS OTHERWISE NOTED <br />i; <br />SCHEDULE ELEVATION MARKER Al SECTION NUMBER F. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF THE a <br />1 < ELEV NUMBER SHEET NUMBER STRUCTURAL MATERIAL ABOVE AS SCHEDULED <br />G. DIMENSIONS SHOWN ON THE DRAWINGS SHALL INDICATE THE REQUIRED SIZE, <br />LEDGER CALL OUT - SEE <br />LEDGER SCHEDULE 4 A15 2 SHEET NUMBER CLEARANCE AND DIMENSIONAL RELATIONSHIP BETWEEN PROJECT SYSTEMS AND <br />COMPONENTS - DIMENSIONS SHALL NOT BE DETERMINED BY SCALING THE E <br />ARROW SHOWS LOCATION OF CUT DRAWINGS. �■ <br />3 DIRECTION OF VIEW fvw�_ _ V <br />MULTI VIEW INTERIOR SECTION Y' O o 0 N 0 N <br />ELEVATION MARKER MARKER <br />OCT�} N N N O <br />V0 J 2022 O 0 <br />- O N — - O <br />co O �- � N I <br />O � O O i <br />z <br />0 <br />Wo 0 0 0 0 I <br />' c <br />m} <br />c U) Z~ <br />aW <br />AUG 2 6 2022 <br />4_0Z <br />Q 10W Woo <br />F1VIRTUAL REVItW ASS";' ' <br />N NAi U U U � <br />Virtual Review Acs°�� �, OW_ <br />i u'v O <br />Plans Review wthlel,ed and the 2.020 FBC 7th Q Z W�2 <br />for compliancer l0 I-- � a <br />NA DIVISION Edition by Debra Anne Klahr PX2300 = m=W <br />LEN R TAMPAN O�0 <br />N � }_� <br />4600 W CYPRESS ST, SUITE 200 , , W <br />TAMPA F L 33607 NOTICE TO BUILDER &ALL SUBCONTRACTORS <br />N z> O ZWO <br />r Z V a-Z� <br />IT IS THE INTENT OF DESIGN PROFESSIONAL LISTED IN THE TITLE Z <br />813.574.5700 BLOCK THAT THESE DOCUMENTS ARE ACCURATE, PROVIDING z <br />LICENSED PROFESSIONALS CLEAR INFORMATION. EVERY ATTEMPT V J <br />HAS BEEN MADE TO PREVENT ERRORS: THE BUILDER AND ALL O 0 IZ <br />SUBCONTRACTORS ARE REQUIRED TO REVIEW ALL THE <br />INFORMATION CONTAINED IN THESE DOCUMENTS, PRIOR TO THE W <br />COMMENCEMENT OF ANY WORK. THE DESIGN PROFESSIONAL ARE <br />NOT RESPONSIBLE FOR ANY PLAN ERRORS, OMISSIONS,OR Q <br />MISINTERPRETATIONS UNDETECTED AND NOT REPORTED TO THE z z <br />DESIGN PROFESSIONAL PRIOR TO CONSTRUCTION. ALL c S w <br />CONSTRUCTION MUST BE IN ACCORDANCE TO THE INFORMATION <br />FOUND IN THESE DOCUMENTS. ANY QUESTIONS REGARDING THE <br />2216 INFORMATION FOUND IN THESE PLANS SHOULD BE DIRECTED TO THE O LAST PLOT DATE <br />DESIGN PROFESSIONAL LISTED IN THIS TITLE PAGE. NO BACK > . . July 21, 2022 <br />CHARGES WILL BE CONSIDERED FOR REIMBURSEMENT BY THE z 0 <br />DESIGN PROFESSIONAL WITHOUT ADVANCED NOTIFICATION AND <br />APPROVAL BY THE DESIGN PROFESSIONAL. J COVER SHEET <br />
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