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6190 Back Forty Lp
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6190 Back Forty Lp
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Last modified
3/4/2025 4:51:47 AM
Creation date
2/19/2025 8:19:44 AM
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Building Plans
Street #
6190
Location
Back Forty Lp
Contractor
Lennar
Building Plans - Permit #
2999
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0'-0 <br />OVERALL <br />' <br />ll <br />'SH 251, <br />:i -HD AT 'LO <br />ESS <br />t 0.: SGD �:� <br />IN <br />3111 <br />BEDROOM #2 <br />ROOM <br />r- <br />8'-8" CLG <br />o <br />1 <br />- <br />00 <br />o <br />I,- <br />1 <br />N <br />n <br />7 5/8 <br />n <br />5'-01' 10 <br />6'-10 <br />1 /2" <br />� <br />16-0 1 /4" <br />2x8 <br />HEADER <br />6" WALL <br />SEE Q/S4 <br />(3) STUD <br />UM <br />(2) 2068 BF <br />BELOWN <br />_ <br />(4 12" <br />IMP SH <br />�nO� <br />R & S <br />3'-7" <br />9'-2 1 /4" <br />11 <br />12'-10 5/8" <br />M <br />2X4 KNEE <br />WALL, TOP <br />*10 <br />AT 34 1!2" <br />KITCHEN <br />12'-7" X 7'4" <br />r r <br />oO <br />_ <br />8'-8" CLG <br />w <br />rd <br />BATH M 11, <br />DINING ROOM <br />8-8 CLG cD Y d A N 15'-11" X 17'-P" <br />z cn O0 oil <br />- 8'-8" CLG <br />TP <br />m 0 <br />rr <br />o <br />RANGE <br />00 <br />W/ HOOD <br />r r <br />TB <br />Id I <br />CD <br />rn <br />-- <br />o <br />1 <br />N <br />1y '-3" <br />r° <br />'T <br />N <br />Lo <br />2'-3 1 /2" <br />poi <br />"WALL o <br />n <br />7 5/8„ <br />5'-3 3/4" <br />`L <br />8'-8 1/2" <br />-1 <br />'-3 7/8" <br />6-3 1/2" <br />PANTRY <br />N <br />PLUMBING <br />1/ <br />„ <br />LO <br />REF <br />AC <br />WALLK <br />6'-7" <br />iv <br />B.U.C. <br />4 16 <br />N <br />N <br />D/H <br />4" INSULATED <br />G <br />BRG WALL <br />S3 <br />PROTECTIVE <br />�3) STUD <br />LUMN BELOW <br />1 <br />20 MIN FIRE <br />co <br />C�' <br />RATED DOOR W/ <br />50 <br />WEATHER STRIP <br />FOYER <br />(2) 2x8 <br />8'-8" CLG <br />CAR GARAGE <br />HEATWO <br />Q S DER SEE <br />00 <br />18'-9" X 20'-0" <br />ti <br />4" INSULATED <br />10 <br />BRG WALL <br />(V bo <br />� T <br />r <br />r ^CC <br />N co <br />S3 <br />LINE OF GARAGE IN __________ C <br />OPEN POSTION i LA <br />Oo M <br />n OF <br />� 1 <br />I I <br />I <br />TIE BEAM TIE BEAM <br />1 AT 8'-8" AT 8'-8" <br />HB I 16070 <br />qEk <br />— — — — — — — — — — — — — — J <br />LINE OF STRUCTURE 16" X 16" X 20" <br />10 ABOVE A.F.F. CMU BASE W/ <br />1'-4" 16'-01, (4) #5 VERT. TYP OF (2) 3 <br />u� <br />18'-81, 1 1_41 <br />1 <br />mbo <br />w <br />H Q 30'-0" <br />TIE BEAM <br />AT 8'-8" (2) 2X8 TOP <br />8'-8" W/ (2) MSTA24 <br />TO POST EACH EN <br />FIRST FLOOR PLAN - ELEVATION A <br />1 /4" = 1'-011 <br />7 5/ <br />T-4 1/2" <br />5 <br />5/8" <br />00 <br />�CO <br />N <br />c=n ~¢ <br />0 <br />0 <br />1 <br />(V <br />N <br />J <br />J - <br />O <br />�jLn <br />O <br />jc3 1/2" <br />�o <br />H 1 /2 34' <br />D A6'-81" <br />� 11 <br />H U28-2 <br />TEMP <br />. GLA�S <br />_ <br />00 <br />ENTRY <br />H <br />1 <br />Q <br />--- — <br />-- <br />TIE BEAM <br />8'-8" <br />(2) 2X8 TOP <br />8'-8" W/ (2) MSTA24 <br />5'-8" <br />2'-4 <br />V-4" <br />10'-0" <br />TO POST <br />6X6 PRESSURE <br />TREATED WOOD POST <br />W/ PAU66 TO CONC <br />2'-10" <br />(2)2X6 HEADER <br />SEE M/S6 - TYP. <br />SH 25 2ND FLOOR <br />D AT 7'-3' WINDOWS <br />EGRESS 'v <br />30'-0" <br />24'-4" <br />SH 25 <br />HD AT 7'-3" <br />EGRESS <br />2'-10" <br />4„ <br />13'-0" <br />'-3I 3/4" <br />'-3 3/4" <br />11'-8 1/2" 4" <br />00 I rn <br />Co <br />cn I m <br />BEDROOM #4 <br />N 1 <br />I <br />00 <br />CD <br />to <br />I I N <br />BEDROOM #3 <br />_ <br />N <br />C) <br />12'-9" X 11'-11" <br />I <br />iv <br />1 <br />10'-3r' X 11'-8" <br />8'-0" CLG <br />o <br />8'-0" CLG <br />rn <br />fV <br />1 <br />60 <br />11 1/2" <br />13'-0" <br />3'-8" <br />5'-7 1 /2" 6'-1" <br />fV <br />2668 N <br />2668 <br />EO <br />N <br />TP <br />6�8 <br />00 <br />BATH #2 <br />o <br />8'-0" CLG <br />`N <br />W.I.C. I <br />"WALL <br />u_ - <br />m N <br />O <br />Co <br />N <br />N <br />/ <br />_J <br />BEDROOM #5 R & S <br />a `� <br />W p <br />11'-7" X 9'-10" <br />`" <br />HANSE ENTRYE <br />C? cun)8'-0" <br />CLG 2" DP (4) r; <br />�6s <br />BOX <br />_ w- <br />m = w <br />�'sr6� <br />r22"x36" oo <br />-Cl) <br />N <br />(ATTIC <br />LAUNDRY <br />o <br />ACCESS <br />co <br />ti <br />LOFT <br />4� <br />10'-1" X 15'-5" <br />N <br />�norO _ <br />8'-0" CLG <br />O <br />OO <br />= Q <br />mQ <br />10'-3 1/2" 3'-8" <br />3'-4" 4'-8 1/2" <br />7'-4" <br />_ <br />N <br />36" LOW 1 <br />M <br />BEDROOM <br />o WALL A3 <br />O#6 1 <br />`- RAIN <br />`�'( <br />N'` <br />8'-0" CLG I <br />DN <br />w <br />m I <br />N <br />SHOWER <br />�Q� <br />0 � <br />HEAD <br />A pE 1 ---- <br />=w <br />I <br />o N <br />� <br />--- <br />I <br />16 <br />3 <br />"' N <br />---- <br />A3 <br />4 — — — <br />M 13 <br />1'-5 1 /2" 1 - - - <br />bo <br />iv <br />7 1/2" <br />411 <br />11'-8" <br />1'-8" <br />---- <br />4'-2 1/2" 3'-11" 1 <br />N <br />2'-1 3/8" � 0 1 --- <br />o <br />1 <br />9 --- <br />87 -_ <br />811 EXT <br />_ <br />6" WALL 7 <br />FRAME <br />WALL <br />OCO <br />___ <br />RC <br />0. BATH 6---- <br />�- <br />8'-0" CLG 5 <br />o <br />OWNERS SUITE <br />--- <br />- <br />N <br />17'-0" X 13'-0" <br />4 <br />T --- <br />8'-0" CLG <br />i <br />W.I.C. 3 <br />1 <br />36" H. <br />I �66� <br />ii <br />CONT <br />I <br />I In RAILING <br />1 <br />I <br />TPiM <br />(2)2X6 HEADER <br />m l <br />_I <br />I m v <br />SEE M/S6 - TYP. <br />R <br />1 <br />SH 1/2 34 8" EXT <br />WINDOWS <br />I <br />HD AT T-3" FRAME <br />WALL <br />2-PLY <br />BUC W/ (2) <br />2-PLY BUC W/ (2) <br />1 <br />-moo' <br />MSTA36 <br />STRAPS <br />MSTA36 STRAPS <br />Cn <br />TO <br />FLOOR <br />TO FLOOR <br />TRUSS <br />BELOW <br />TRUSS BELOW <br />SH 1 /2 34 <br />SH 25 SH 25 <br />HD AT 7'-3" HD AT 7'-3" <br />EGRESS <br />6'-10" 6'-10" <br />CANTILEVER <br />r7U A I r-a <br />T-2" 3 -2 2'-8" 7,-4" <br />6-411 10-0 <br />30'-0" <br />SECOND FLOOR PLAN - ELEVATION A <br />1 /411 = 1'-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 />E] STAIR DATA <br />STAIR <br />MARK <br />RISERS <br />TREADS <br />LANDINGS <br />TOTAL RISE <br />A <br />17 AT 7 3/32" <br />15 AT 10" <br />1 <br />10'-0 3/4" <br />TREADS WITH 1" NOSING <br />SQUARE FOOTAGE: <br />AREA <br />PROPOSED <br />FIRST FLOOR LIVING <br />1110 <br />SECOND FLOOR LIVING <br />1470 <br />TOTAL LIVING SQ FT 2580 <br />ENTRY <br />60 <br />GARAGE <br />403 <br />TOTAL SQ FT 3043 <br />INSULATION REQ: <br />LOCATION <br />R-VALUE / TYPE <br />EXT CONIC 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 />MAY 0 2 2023 <br />Virtual Review Assist, Inc. <br />Plans Review completed and approve <br />for compliance with the 2020 FBC 7th Edition <br />by Debra Anne Klahr PX2300 <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 />GARAGE DR <br />30.0 <br />-33.9 <br />30.0 <br />-33.9 <br />ch <br />N <br />0 <br />F FL <br />0 <br />�r� <br />M <br />M <br />- <br />° . <br />D „ <br />.I <br />o <br />LO��� <br />LO <br />Aft, 80 <br />k � p`.4FF���� <br />' <br />f 10 <br />O <br />w <br />0 <br />Q <br />V) <br />N <br />W L '0U <br />M d <br />c) °? <br />N <br />U O Om u it <br />0 t O <br />� o � g <br />O LL-8 v Q <br />aN <br />Luc x� <br />N <br />co <br />i E� .m <br />a <br />W W <br />W <br />�LLI vS u'O� <br />t-Q 0Y L ~zIt Z <br />Lu <br />0 <br />Q H <br />W02J¢O¢�¢tiU��JO <br />aa°0 0 0=00mZz¢0 <br />O <br />Z <br />cnwawv�wwwvOX�¢D_, <br />C7 > tL <br />�¢ Ow <br />W W <br />O ct CL <br />LL <br />Q~ �ttF-Z p2U�Q <br />¢LL <br />LL¢ o F- <br />O <br />Z W <br />O� <br />:5 1,- <br />M O <br />0 � <br />Q U) M U) <br />�WcM <br />oo <br />Z 0 F_ <br />W <br />W <br />—10 <br />M <br />CO <br />1 <br />1 <br />1 <br />I <br />1 <br />1 <br />`— <br />0 <br />0 <br />0 <br />0 <br />CD <br />0 <br />0 <br />M <br />0 <br />M <br />r <br />O <br />\ <br />` <br />N <br />O <br />O <br />O <br />\ <br />O <br />C)O <br />z <br />O <br />1 <br />O <br />W <br />N' <br />^ <br />LO <br />w <br />> <br />o <br />.- <br />0 <br />0 <br />M <br />0 <br />0 <br />0 <br />1 <br />i <br />CO1 <br />CO <br />Cr <br />z <br />Q <br />C)w <br />W <br />zm <br />o <br />4_j <br />O <br />V <br />_O <br />UOO <br />Lo <br />O <br />o�� <br />Z <br />a -a <br />fu <br />L a <br />Ln <br />w, co <br />0 <br />~O~O <br />[V <br />zoo <br />W�� <br />(0 <br />Q <br />Z IXO <br />Q <br />v <br />gZLL <br />w <br />Z <br />az <br />� <br />pU <br />_o <br />W <br />z <br />z <br />wqt <br />J <br />0 <br />r <br />N <br />LAST PLOT DATE <br />. . <br />March 31, 2023 <br />z <br />0 <br />J <br />1 ST & 2ND FLOOR <br />PLAN A <br />
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