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6327 Ten Acre Ct
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6327 Ten Acre Ct
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Last modified
3/21/2025 7:52:31 AM
Creation date
2/19/2025 2:04:33 PM
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Building Plans
Street #
6327
Location
Ten Acre Ct
Contractor
Lennar
Building Plans - Permit #
5276
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O <br />N <br />LO <br />30'-0" <br />19II_S11I\I■® <br />♦i�i�i�i�i�i(�i♦�����♦�♦���: % Ell I�`:���� ���a����♦:���������.��I �i�i�i�il�i�i♦i�i�4' <br />1 <br />0 <br />tD CV <br />N GG <br />S3 <br />9 <br />N <br />7 5/8" 14'-2" 4'-6" 5'-6" T-4 3/4" I j 7 5/8" <br />o � <br />io <br />0 <br />NOTE: <br />SEE SHEET S-11, S-12 <br />'2382' FOR LINTEL <br />CALLOUTS & DETAILS <br />�bD <br />m00 <br />w <br />P: <br />Ad TIE BM <br />AT 10'-0" <br />bo <br />m -1 <br />w co <br />P: <br />�� - 1 �iil�►►//////� ///// .////I <br />■■� <br />moo <br />[oil <br />,�,, � •.. �� I' ieieeeelieeiedieeSiSeiSieeeeee4eieieeeeSeddSSeileiSSiSei� � iePi i � ' � 5eieiPA6eeeeileeeeei'eibeeeiiiiheii:eGeeiereeie0lbediSei6i114eii4ehS11eeeiSePe4eiSlieeeileiieeillediPeeeS7dPeeeSii •� <br />Pro - /4 <br />!-1 ILYA <br />• �� <br />1 0 <br />M S20 <br />_ _ <br />9 <br />AT TOP <br />4" INSULATED <br />-- <br />--1 <br />-- 8 <br />-- <br />BRIG. WALL <br />7 <br />42" H. � <br />LL OPED <br />TWO CAR GARAGE <br />LO <br />I <br />cc f <br />5 <br />WALL <br />83 <br />19'-3" X 20'-0" <br />1 <br />4 <br />CPT <br />-- - <br />FOYER <br />TILE <br />3 <br />I <br />I� <br />I2 <br />1 <br />S3 <br />1 <br />I I <br />i <br />_ <br />- <br />UP <br />OF GARAGE IN <br />— <br />1 <br />I — — -----------LINE <br />O?EA pO�TIZ51� <br />A <br />/ <br />`� <br />I TIE BM <br />1/2 34 <br />Co <br />AT 10'-0" <br />'SH <br />I <br />HD AT 7'-4 <br />mbo <br />TEMP. GLASS <br />M <br />m <br />_ <br />bo <br />114" <br />4'-3" <br />T-11" <br />— — — — — <br />_ENTRY <br />I <br />16070 <br />9'-6" X 5'-4" <br />1'-0" <br />8'-6" 2'-3" 16-0" 2'-3" <br />of <br />V-6" 20'-6" <br />30'-0" <br />FIRST FLOOR PLAN — ELEVATION A <br />1 /419 = 1'-011 <br />HB <br />0 <br />bo <br />LO <br />J <br />C� <br />0 <br />N <br />zt <br />C) <br />M <br />fV <br />M <br />�i <br />8" <br />FRAME <br />WALL- <br />0 <br />in <br />LINE OF ROOF <br />BELOW <br />9'-5 3/4" <br />25 <br />FT-3" <br />ESS <br />BEDROOM 2 <br />11'-11" X 10'-11" <br />8'-0" CLG <br />(2) 2068 BF <br />010 0. <br />o O <br />R&S <br />TB 26 8 ! '� <br />A7 <br />BATH #2 <br />A7 TB <br />UNDE Q <br />T AHU /\� <br />ri; <br />LCN <br />U) Q <br />_ <br />4" -8" T <br />LOFT <br />12'-0" X 16-0" <br />8'-0" CLG <br />DE�N <br />L"J <br />36" HIGH <br />CONT. <br />RAILING <br />42" H. LOW <br />WALL -, <br />30'-0" <br />1. SEE SHEET S-11, S/12 '2382' FOR <br />LINTEL CALLOUTS & DETAILS <br />2. ALL EXTERIOR HDRS AT OPENINGS <br />ARE (2) 2X6'S UNLESS NOTED <br />OTHERWISE <br />20'-6 1 /4" <br />U)I <br />�I o <br />I � <br />R&S <br />(4) 16" <br />SH <br />N 17f' <br />3068 BF <br />00 <br />Z-) <br />2666 <br />`r 2668 <br />F_ <br />T <br />m G <br />�1 8 <br />I Ne <br />v <br />00 <br />N <br />22"x36" <br />ATTIC <br />ACCESS <br />5'-7" T-9!! 1!-4!, <br />R&S <br />i <br />06I <br />w I oo <br />� R&S <br />42" H. <br />SLOPED <br />LOW WALL <br />ZOPEN TO <br />BELOW <br />4" FRAME <br />1 WALL <br />I' FRAME <br />ALL <br />SH25 <br />HD AT T-3" <br />ROOF <br />BELOW <br />BEDROOM 3 <br />11'-11" X 10'-11" <br />8'-0" CLG <br />BEDROOM 4 <br />10'-11" X 13'-0" <br />8'-0" CLG <br />1 V-3" <br />4" FRAME <br />WALL—, <br />BEDROOM 5 <br />11'-11" X 11'-11" <br />8'-0" CLG <br />r ----� <br />SH25 <br />HD AT T-3" <br />EGRESS <br />M <br />S6 TYP. I <br />/L--------------------- ---J <br />5'-0 1 /4" 5'-1 3/8" 1 T-0 1 /4" 2'-10 1/1 <br />11 <br />10'-1 5/8" 19'-10 3/8" <br />30'-0" <br />SECOND FLOOR PLAN — ELEVATION A <br />1/4 of = 1'-0" <br />/ I <br />AT 18'-0" <br />a <br />O <br />F- <br />M <br />N <br />b <br />C? m <br />LOCO <br />cCn <br />c� <br />ow <br />_ <br />CM (n <br />N n w <br />v=i w <br />C) w <br />_ <br />CM <br />v <br />_ <br />o <br />N <br />LO <br />4" <br />Co <br />v <br />B <br />s6 <br />NOTE: <br />PROVIDE R-11 F.G. <br />INSULATION IN <br />WALLS ADJACENT <br />TO ATTIC SPACE <br />NOTE: <br />PROVIDE R-11 F.G. <br />INSULATION IN <br />EXTERIOR WALLS, <br />INCLUDING BEHIND <br />RIM JOIST IN <br />FLOOR ASSEMBLY <br />J <br />GENERAL NOTES: <br />ALL WINDOWS TO HAVE FLUSH SILLS. PITCH TOP SILL <br />FIN AWAY FROM WINDOW FRAME. <br />VERIFY ALL WINDOWAND DOOR ROUGH OPENING <br />SIZES WITH THE MANUFACTURER'S SPECIFICATIONS, <br />INSTALL RND DRYWALL BEADS AT HORIZ & VERT <br />CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS <br />NOTED. <br />USE SQUARE CORNER BEAD AT DRYWALL NICHES & <br />REC CLG DETAILS; REC CLG SURFACES SHALL HAVE <br />SMOOTH FINISH. <br />LOCATE ALL PLUMBING & EXHAUST STACKS BEYOND <br />THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER <br />CODE. <br />ALL ANGLED WALLS TO BE 45° UNLESS NOTED <br />OTHERWISE <br />THE GARAGE IS TO BE SEPARATED FROM ADJACENT <br />LIVING AREA AND ATTIC SPACE BY 1/2" GYPSUM BOARD <br />AND HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" <br />THK. TYPE "X" GYPSUM BOARD (OR EQUIVALENT) <br />APPLIED TO THE GARAGE SIDE. <br />TOWEL BAR- (T.B.) = 56" A.F.F. <br />TOWEL BAR ABV. TUB DECK = 36" ABV. TUB DECK <br />TOILET PAPER DISP. - (T.P.) = 20" A.F.F. <br />ROD AND SHELF (SGL)- (R/S) = 60" A.F.F. <br />ROD AND SHELF (DBL)- (R/S) = 40" & 80" A.F.F. <br />CORNER SHELF = 56" A.F.F. <br />MEDICINE CABINET - (M.C.) = 75" TO TOP OF <br />CABINET A.F.F. <br />WALL LEGEND: <br />ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR <br />RESISTANT COMPONENTS. <br />8" CMU W/ 1X3 PT FURRING STRIP, <br />R 4.1 HIGH PERM, 1/2" GYP <br />8" CMU <br />NON -BEARING 2X STUD W/ 1/2" GYP. <br />BEARING WALL 2X 16" O.C. <br />W/ 1/2" GYP. <br />p = FILLED CELL W/(1) #5 VERTICAL <br />® = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB <br />= FILLED CELL W/(2) #5 VERTICAL <br />C = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) <br />STAIR DATA <br />STAIR <br />RISERS <br />TRFAQS <br />LANDINGS <br />MTAL RISE <br />MARIE <br />JAI <br />16 AT 7 9/16" <br />14 AT 10" <br />1 <br />10'-0 3/4" <br />SQUARE FOOTAGE: UNIT'2382 A' <br />FIRST FLOOR LIVING = 1269 SQ. FT. <br />SECOND FLOOR LIVING = 1120 SQ, FT, <br />TOTAL LIVING SQ FT = 2389 SQ. FT. <br />ENTRY = 51 SQ. FT. <br />GARAGE = 414 SQ. FT. <br />TOTAL SQ FT = 2854 SQ. FT. <br />INSULATION REQ: <br />LOCATION <br />R-VALUE / TYPE <br />EXT CONC WALL <br />R-4.1 HIGH PERM <br />EXT FRAME 2X4 <br />R-11 / R-13 KRAFT FACED <br />EXT FRAME 2X6 <br />R-19 KRAFT FACED <br />CONDITIONED CEILING <br />R-30 BLOWN -IN <br />(INSTALL BAFFELS AT EAVE) <br />GARAGE SEPARATION <br />R-11 / R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />I <br />Plans Re,''�e`n/ co►r,�`it'",e ^ 7 ch <br />om liance �vlth tt�e Bahr PX2300 <br />for c P Debra Anne <br />KI <br />Edition by <br />ALLOWABLE WIND SPEED DESIGN PRESSURE <br />(140 mph, enclosed, 3 sec. gust, 2.1/12 to 6.9.12 pitch, <br />Exposure C, Height=30 ft, Importance Factor=1.0, End <br />Zone= 4 ft) <br />As per Florida Building Code 7th edition (2020), <br />Residential Table R301.2 (4) (Wind Speed Conversions) <br />and ASCE 7-10 Methods <br />WALL <br />TRIBUTARY <br />AREA (ft)2 <br />INTERIOR <br />END <br />10 <br />39.4 <br />-42.1 <br />39.4 <br />-51.8 <br />20 <br />37.6 <br />-40.5 <br />37.6 <br />-48.6 <br />50 <br />35.2 <br />-37.3 <br />35.2 <br />-43.7 <br />100 <br />33.4 <br />-35.6 <br />33.4 <br />-40.5 <br />GARAGEDR <br />30.0 <br />-33.9 <br />30.0 <br />-33.9 <br />+.^ <br />(V <br />O <br />N <br />CID <br />9 ^i LO <br />o <br />r 00 <br />LO <br />'h1 a t4 <br />a f Q <br />a q <br />z `p gpk Y Z <br />0 <br />Q <br />0E <br />" o <br />MN 5 <br />N V -n7� d <br />CO <br />E L <br />O 2 <br />M <br />_O <br />° U-g a a <br />V LU Q� C: <br />cO � M <br />7W V m <br />V I _a <br />w <br />OH~Uj <br />w J�wY Z Y° Z <br />(DwQ02 <br />Q <br />OXwLL000_JO<LLO�° <br />o Zw <br />awmwoZoLuZoomoZva� <br />Q< <br />('f <br />ZO <br />YO Z <br />I-LLo°aw°n< <br />�oQO <br />W0w <br />� <br />LL <br />0 <br />N <br />zW <br />O� <br />> (n O <br />D � CM CD <br />aJ U? <br />ti <br />wZ <br />LLJ < <br />NN ^^ U-) <br />Z0 <br />z -3: <br />W <br />LU <br />J O <br />Mj <br />co <br />N <br />O <br />N <br />ti <br />N <br />0 <br />0 <br />o6 <br />(0 <br />V <br />00 <br />— <br />0 <br />N <br />0 <br />N <br />o <br />N <br />r- <br />N <br />•- <br />N <br />0 <br />N <br />0 <br />N <br />0 <br />N <br />0 <br />N <br />0 <br />N <br />0 <br />N <br />0 <br />N <br />M <br />N <br />M <br />O <br />In <br />w <br />CD <br />M <br />c— <br />V <br />N <br />o <br />M <br />N <br />4 <br />0 <br />1 <br />0 <br />0 <br />o <br />o <br />IL, <br />o <br />(fl <br />0 <br />.` <br />(DU-) <br />o <br />0 <br />N <br />0 <br />M <br />0 <br />0 <br />to <br />0 <br />(O <br />0 <br />r,� <br />� <br />I <br />141 <br />� <br />M <br />^^ <br />VJ <br />Z Z <br />— Z O <br />W <br />O <br />_ <br />w to <br />LU <br />-1--+ <br />O <br />von° <br />�O <br />Q <br />a <br />z <br />a— <br />W F- <br />� <br />Q <br />�m0Z <br />N <br />�Z�W <br />wM <br />5.2ZW <br />M <br />0-Z <br />Z ILL <br />(V <br />w N <br />Og�z <br />2 <br />Ua}Uj <br />z <br />. <br />Z <br />Z <br />0 <br />U <br />� <br />OU <br />o <br />m <br />z <br />Z <br />w <br />" <br />Uj <br />' ^ <br />O <br />r <br />LAST PLOT DATE <br />> <br />Apr. 26, 22 <br />z <br />4-0 <br />O <br />1 ST & 2ND <br />FLOOR <br />J <br />PLAN A <br />
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