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6231 Back Forty Lp
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6231 Back Forty Lp
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Last modified
3/3/2025 8:46:47 PM
Creation date
2/18/2025 4:28:43 PM
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Building Plans
Street #
6231
Location
Back Forty Lp
Contractor
Lennar Home
Building Plans - Permit #
6083
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0 <br />o> <br />N <br />0 <br />in <br />30'-0" <br />13'-9" 6'-4" <br />3-1/2" <br />SH 25 a <br />HD AT 6'-8" <br />EGRESS <br />/ 5068 SGD <br />C9 <br />2868 LO v � / H.B. <br />r` <br />i <br />N <br />OWNER'S SUITE N / <br />15'-8" X 1 V-11" ° <br />8'-0" CLG o / <br />o�/Q// GREAT ROOM A <br />S3 OV <br />14'-4" X 12'-6" <br />VAULTED <br />6-0 5/8" T-9 1/2" j, 6'-3" / 12'-7 5/8" <br />/ o <br />Y <br />/ N <br />2868 �,00 <br />CD — — — —� 2.5/12 VAULT. <br />110 O. BATH I N 12" DP CLG <br />CLG (5) SH <br />TP W.I.0 I <br />8'-0" CLG iv <br />TB 36" x 60" L U) <br />SHOWER .6 00 <br />PAN �0� 1 rn <br />DRAIN ti DINING ' <br />10'-0" X 12'-6" co <br />& VALVE VAULTED U-) <br />CCN - = <br />Co (n ¢ <br />R&S = <br />u_ <br />o� Co <br />4'-2 5/8" T-3 1/2" N N <br />v m CPT. _ <br />co o <br />o � TILE Q <br />in N I' LO <br />N z. i' KITCHEN <br />BEDROOM #3 ' <br />111-11, X 101-11, . g i 12'-6" X 13'-6" <br />a i' <br />8'-0" CLG w� N Q LEO <br />u ii VAULTED <br />N0 O ooZ°° w `— Z= io 2 it <br />N C° ti C)o 2.5/1 2 <br />w 1 g 'S <br />= F w I— ---- y VAULT. <br />07 ¢ 0 0?Y ' CLG <br />OW 1 V-6 1 /8" '0 2'-3 1 /2" DW <br />2668 ---- ___� 9 <br />iv 2.0 , 4,_61, cD <br />10'-3 1 /8" 2668 '-3 1 /2" T-9 3/8" oo 7'-11 1/2" 4'-5 1 /4" <br />co ' <br />Qw Cl)8'-0" CLG <br />ow 668 REF <br />= CV CV <br />BEDROOM #2 N N N <br />9'-10" X 11'-1" V— IE111 ClAir <br />5 SH <br />8'-0" CLG 5 <br />oo TP TB H <br /><' <br />m 00 N BATH #2 <br />0 I (n 8'-0" CLG T-2 3/4" 2'-9 1/2" <br />06 UM <br />CD C7 <br />N - Co <br />oil I <br />� � Y <br />2.5/12 <br />( PROTECTIVE INSULATED ° �/ VAULT. <br />OW/H BOLLARD I — — — WALL CD <br />S / CLG <br />L — J 20 MIN. RATED M io <br />DOOR W/ AHU PLATFORM <br />22-1/2" x 54" WEATHER LAUNDY ;� <br />ATTIC ACCESSTRIP— 8'-0" CLG FOYER <br />4'4" X 12'-8" <br />S3 ��p VAULTED <br />00 <br />SHELVESIN -) <br />LAUNDRY AT <br />60" A.F.F. <br />HANSEN oo <br />BOX to <br />C) <br />DRYER D W 3-1 o <br />VENT 31, c%) o <br />4" PADDED 4'-5" v <br />FRAME WALL <br />SH 1/2 33 PORCH 12x12CMU <br />1 <br />______________ LINEOF '" <br />— — — — — — GARAGE IN HD AT6-8 <br />— VAULTED CLGCOLUMN <br />� <br />OPEN POSITION 1'-8" 4'-4" 3'-8" '-0' <br />011 4,_8„ <br />q <br />H.B. 16070 <br />16-0" 1'-8" <br />19'-4" _ 10'-8" <br />FLOOR PLAN (ELEVA <br />1 /411 = 1'-0" <br />30'-0" <br />GENERAL NOTES: <br />ALL WINDOWS TO HAVE FLUSH SILLS. PITCH TOP SILL <br />FIN AWAY FROM WINDOW FRAME. <br />VERIFY ALL WINDOW AND DOOR ROUGH OPENING SIZES <br />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 />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.)* = 42" A.F.F. OR U.N.O. <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 CABINET A.F.F. <br />*PROVIDE 2X BLOCKING IN WALL AT ALL LOCATIONS FOR <br />T.B. AND T.P. <br />WALL LEGEND: <br />ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR <br />RESISTANT COMPONENTS. <br />8" CMU W/ 1X3 PT FURRING STRIP <br />3/4" INSUL BOARD 1/2" GYP <br />8" CMU <br />NON -BEARING 2X4 STUD W/ 1/2" GYP. <br />UNO <br />BEARING WALL 2X4 16" O.C. W/ 1/2" <br />GYP. LINO <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 />SQUARE FOOTAGE: ELEV A <br />AREA <br />PROPOSED <br />FIRST FLOOR LIVING <br />1448 <br />TOTAL LIVING SQ FT 1448 <br />ENTRY <br />19 <br />GARAGE <br />387 <br />TOTAL SQ FT 1854 <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 BAFFLES AT EAVE) <br />GARAGE SEPARATION <br />R-11/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />APR 0 8 2023 <br />'\ p <br />SSIS'. C \' <br />�i2i,s N vl ew COr;i718fu" 2i i flfoven \. <br />`fit C"ij lti PC° Vil;il th" %tr <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 />GARAGED <br />30.0 <br />-33.9 <br />30.0 <br />-33.9 <br />j <br />co <br />0 <br />N <br />,. <br />a � <br />M <br />LO <br />00 <br />LO <br />CW <br />w <br />o <br />z <br />Q <br />N <br />(DLO <br />L •C'0o U <br />N <br />C)M0 <br />�� <br />in <br />N M <br />D con <br />V -0 a — 2 C'w <br />L co <br />¢ <br />Q <br />_ <br />.N <br />V w QN c <br />W <br />L �O E w •9) <br />CL <br />(D w <br />�LLI vj w0� <br />XO�_j ¢�¢wv ' <br />�¢C0a�) <br />Q <br /><oLL°z2° <br />on��oZ� <br />—_wnEw <br />~Z <br />ZnLu <br />�0o <br />Lu <br />_1<<<—z <br />¢�LU?w <br />a <br />¢2ILL 0w <br />O❑Z ¢¢XQ <br />¢ <br />LL ~ U_ <br />i <br />O <br />O <br />Z CN <br />O� <br />O <br />Q F_ co O <br />< J U') <br />U) IL <br />ti <br />aLo <br />cM <br />Z C) <br />w <br />W <br />J O <br />O <br />Mj <br />I <br />I <br />i <br />i <br />I <br />I <br />i <br />i <br />I <br />Y <br />O <br />M <br />0 <br />CN <br />0 <br />0 <br />M <br />CO <br />O��olola <br />O <br />N <br />LOW <br />� <br />W <br />0� <br />C? <br />(V <br />C' <br />ri <br />st <br />C) <br />u'i <br />I <br />I <br />I <br />Y <br />LO <br />"It <br />' <br />CO <br />Cr <br />Z Z <br />Q z <br />w <br />C)go <br />0) <br />"jam <br />O <br />11_I <br />U <br />LU O O <br />UVo7 <br />O <br />=z5; <br />o�O <br />O <br />Z <br />d oTL <br />Lri <br />= <br />W Q <br />m ~ <br />I— <br />ri <br />zO= <br />■ ■ <br />g <br />Q <br />gwwtY <br />LL <br />z <br />W Z <br />1..` <br />ZQ <br />F <br />pU <br />_0 <br />W <br />z <br />z <br />z <br />U1 <br />w <br />0 <br />LAST PLOT DATE <br />N <br />C1 <br />• <br />March 22, 2023 <br />z� <br />J <br />FLOOR PLAN A <br />
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