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6469 Back Forty Lp
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6469 Back Forty Lp
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Last modified
3/24/2025 8:27:00 PM
Creation date
2/19/2025 10:37:08 AM
Metadata
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Building Plans
Street #
6469
Location
Back Forty Lp
Contractor
Lennar Homes LLC
Building Plans - Permit #
6603
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0 <br />N <br />ao U) <br />N o U <br />w <br />_ U)Q(D <br />oW <br />1 <br />o � <br />co <br />N o U) <br />cn ¢ CD <br />ow <br />M <br />30'-0" <br />13'-9" 6 6'-4" <br />SH 25 <br />HD AT V-8" <br />EGRESS 7V 1 <br />/ 5068 SGD <br />C�00 <br />2868 LO U / H.B. <br />i <br />N / <br />OWNER'S SUITE <br />15'-8" X 11'-11" o / <br />8'-0" CLG — / <br />o / <br />GRE4AT�ROOM <br />VAULTED <br />6-0 5/8" T-9 1/2" 6'-3" 12'-7 5/8" <br />/ o <br />/ N <br />2868 N � — — — 2.5/12 VAULT. <br />O. BATH ON 12" DP I CLG <br />CLG (5) SH <br />TP SF W.I.0 I <br />8'-0" CLG I N <br />TB 36" x 60" <br />SHOWER I Ors 00 <br />PAN o' rn <br />DRAIN - `L DINING ' <br />in <br />10'-0" X 12'-6" M <br />SHW HD io A o VAULTED - <br />& VALVE ch to <br />00 — J ¢ <br />1�- O D N---- o <br />R&S = <br />u_ <br />d = co <br />Co r <br />CO <br />4'-2 5/8" T-3 1/2" I N Co LL <br />CV <br />Cl) 00 I TILE q <br />Ln o 1 ca <br />N I Ln <br />N I z. KITCHEN <br />BEDROOM #3 ( g i ii 12'-6" X 13'-6" <br />11X 10'-1" O <br />1 o N <br />8'- <br />8 -0 CLG N VAULTED <br />D — <br />N 0 � p 0o z <br />z= ,� w 0 a 4 <br />0 <�' (0V -- o i� 2.5/12 <br />- - VAULT. <br />C? Y CLG <br />11'-61/8" "' 2'-31/2" DW 4 <br />2668 <br />iv 2'-0„ 4,-6„ <br />10'-3 1 /8" 2668 '-3 1 /2" X-9 3/8" 0 7'-11 1/2" 4'-5 1 /4" <br />Cl) 8'-0" CLG <br />668 <br />1V <br />BEDROOM #2 N - N <br />9'-10" X 11'-11, 5 SH <br />8'-0" CLG I 2" DP (5 <br />I <br />00 TP TB H <br />q w 1 BATH #2 <br />00 N 1 U 8'-0" CLG 3'-2 3/4" 2'-9 1/2" 0 4 <br />00 <br />N - <br />Nco <br />2.5/12 <br />PROTECTIVE INSULATED'VAULT. <br />OW/H BOLLARD — — — I WALL o / \ CLG <br />L —J <br />20 MIN. RATED r> 00 <br />DOOR W/ AHU PLATFORM r <br />22-1/2" x 54" WEATHER LAUNDY <br />ATTIC ACCESS STRIP <br />8'-0" CLG FOYER <br />K - � / �' ��� 4'-4" X 12'-8" <br />S3 ��� Pti VAULTED 00 <br />SHELVES IN LO <br />LAUNDRYAT r� <br />60" A.F.F. <br />HANSEN 00 <br />BOX o <br />DRYER D W 3-1 <br />VENT q <br />4" PADDED 3 4'-5" -v <br />FRAME WALL <br />SH 1/2 33 HD AT6'-8" - <br />______________ <br />— — — — —A <br />— — <br />I LINE OF GARAGE IN <br />OPEN POSITION I 1'-8" 4'-4" _ <br />I I <br />I ' <br />I 6-0 4-8 <br />I I I <br />PORCH <br />8'-0" CLG <br />377W- <br />16070 <br />16'-0" 1'-8" 2'-0" 6'-8" 2'-0" <br />19'-4" <br />FLOOR PLAN (ELEV B <br />1 /411 1'-01' <br />30'-0" <br />0 <br /><V <br />O <br />to <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 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 />SQUARE FOOTAGE: ELEV B <br />AREA <br />PROPOSED <br />FIRST FLOOR LIVING <br />1448 <br />TOTAL LIVING SO FT 1448 <br />ENTRY <br />93 <br />GARAGE <br />387 <br />TOTAL SO FT 1928 <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 />for <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 />co <br />N <br />O <br />N <br />00 <br />OF <br />`M <br />aG �o <br />o <br />bV\ i 8 D0� <br />00 <br />LO <br />0 <br />FF B <br />6 <br />3 J <br />P <br />t 21 5 3' <br />uj <br />O <br />k. <br />Y �4 <br />5 i <br />W <br />z <br />_W `0 U <br />o cy) N Q> <br />N c <br />-0 M <br />A� � 'C C D O <br />2 p po <br />o <br />�- , Q)Q <br />•N w Q V C <br />V <br />n ` 00 E Ih <br />0 <br />70}L� <br />0� V a <br />ILLI�y L/U� <br />(D W <br />UJ LLI Cjj w 0 <br />1- Q of z <br />W0 <0<�(n� VO0 <br />X <br />LL <br />Q Q U <br />D 0 ZLLLL_0z200 <br />§2z0200moz <br />JO <br />—¢Q <br />I— H <br />cyw <br />v LUXLU wLu-5= ¢=�� <br />w LL <br />c� <br />O <br />CL <br />Z <br />j < LLJ<�Zgwo�cv��a <br />LL <br />aof s D 0Q<X <br />LL ¢ O LL <br />>f <br />O <br />Z cV <br />O� <br />>(o <br />Q(nCMO <br />J LO <br />U) LL <br />ti <br />M <br />Z U <br />W <br />W <br />J O <br />O <br />JUL <br />0 <br />23 <br />Virtual Revic <br />w A <br />i <br />sist, <br />i <br />Inc. <br />P <br />tans Review com <br />d <br />ompliance with t <br />e 2112d <br />F <br />7 <br />Aditioni <br />bra Ann <br />Klahr <br />o <br />N <br />N <br />N <br />LO <br />N <br />N <br />('7 <br />N <br />N <br />M <br />O <br />O <br />N <br />N <br />O <br />z <br />o <br />� <br />o <br />I <br />o <br />I <br />I <br />' <br />0 <br />NW <br />o <br />0 <br />0 <br />0 <br />0 <br />I <br />LO <br />LO <br />> <br />N <br />`M <br />'I <br />U') <br />i <br />i <br />M� <br />♦^ <br />z <br />W V J <br />Z <br />¢w <br />O <br />z <br />- <br />O <br />W <br />U <br />00z0 <br />U U U) <br />F— <br />O <br />0zj <br />OF-o <br />z <br />a�a <br />r_ Q <br />C) <br />= <br />0 <br />wxw <br />�� <br />T� <br />zO <br />O <br />W <br />W <br />Q F-o <br />■ <br />U-) <br />O <br />ZWO <br />0 <br />U <br />�wLL <br />LL <br />Z <br />z <br />1� <br />ZQ <br />� <br />0U <br />0 <br />W <br />z <br />¢ <br />z <br />W <br />W <br />J <br />0 <br />N <br />N <br />O <br />LAST PLOT DATE <br />z O <br />J <br />FLOOR PLAN B <br />
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