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6521 Back Forty Lp
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6521 Back Forty Lp
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Last modified
3/5/2025 10:14:31 AM
Creation date
2/18/2025 3:39:34 PM
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Building Plans
Street #
6521
Location
Back Forty Lp
Contractor
Lennar
Building Plans - Permit #
Unknown
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i <br />B <br />S6 <br />S6 <br />A <br />30'-0" <br />8'-9 3/4" 13'-3 1/4" 7'-11" <br />SH25 D <br />HD AT 7'-4" S3 —CID 1/2" LO <br />EGRESS <br />5068 SGD <br />28600 <br />Mo FIB <br />BRG <br />WALL <br />OWNER'S SUITE <br />13'-0" X 15'-11" LIVING ROOM <br />8'-8" CLG BRIG 15'-2" X 16'-3" <br />WALL 8'-8" CLG <br />0 <br />GG <br />S3 <br />M <br />7 5/8" " <br />T-4 3/4" 5'-6" 4'-6" 14'-20' 7 5/8Lo <br />N <br />1'-2" NOTE: <br />PROVIDE 1/2" PLYWOOD <br />2' 0-1 DRAFT STOP IN FLOOR <br />XS WA�L TRUSS SYSTEM FOR A <br />CPT. MAX. AREA OF 1000 S.F. <br />TILE TILE (PER FBC R302.12) <br />DRAIN <br />U— — — _ _ _ _ _ <br />KITCHEN NAWT3 <br />NEE`_4--------- <br />SHWR HD N 9'-%" X 14'-2" TOP"' <br />& VALVE 1/2' <br />REF 8'-8" CL <br />6 A7i5 wQ u u <br />BRIG <br />WALL <br />za u <br />Y� CAFE <br />OWNER'S — ° ° 8'-6" X 14'-2" <br />2868 BATH RANGE W/ ; ;i iv , „ <br />HOOD o o u �w 8-8 CLG N� <br />GG nno:. a=� 00 2H <br />S3 ° <br />O <br />ih <br />TB u <br />TILE ---- = o <br />TPCIO <br />CPT. 04 <br />ctDo LIN. 1 A7 2 N <br />N �W - PLUMB < <br />1 <br />A3 <br />STACK <br />WALL <br />,. „ <br />7 5/8 3'-4 3/4" 3'-7" 1'-11" 5'-8" 2'-10" 2'-2" 4'-10" 0" 3�_6" 7 5/8 <br />W.I.C. r� <br />DRYER TILITY 00 � • o <br />VENT Co0 fO ° <br />4 A7 N N PANTRY <br />HANSEN D io PWDR <br />BOX W/S AT GG (`r° (n 'n BATH <br />6" WLR <br />60" AFF co S3 J co IL <br />N RG ~V2868S & WALL 7 — � — <br />N 20 MIN FIRE c0 LINE OF <br />W/H 4" INSULATED RATED DR `� FLOOR P <br />WALL W/ WEATHER ABV N <br />r — — — STRIP <br />22"x36" 3) 2X4 _ _ <br />U.0 W/ � <br />PROTECTIVE I ATTIC HTT4 AT - <br />BOLLARD LACCESS J BT))M & <br />4" INSULATED PS20 BRIG. WALL AT TOP 9 <br />TWO CAR GARAGE 42" H. 7 _ I <br />SLOPED <br />19'-3" X 20'-0" cc Low-- <br />S3 WALL 5 <br />PT. 4 -- I-- <br />i <br />1 <br />ILE FOYER I -- -- <br />1 23(l\ I <br />I I <br />LINE OF GARAGE IN L19 Up 1 <br />I aPSN-P��N----------------1 _*% <br />r A <br />TIE BM J V <br />AT 1U-0' \ SH 1/23 <br />co HD AT 7'- " <br />m _I 3 1/2" TEMP. GLA S <br />F- o <br />65,-4„ 3'_8" <br />ENTRY <br />io <br />16070Ail <br />r� v KI /'n�� <br />2'-3" 16'-0" 2'-3" 8'-6" <br />20'-6" 9'-6" <br />30'-0" <br />1 FIRST FLOOR PLAN- ELEVATION A <br />1/411= 11-091 <br />0 <br />CID <br />3 <br />A3 <br />NOTE: <br />SEE SHEET S-11, S-12 <br />'2382' FOR LINTEL <br />CALLOUTS & DETAILS <br />mDo <br />W <br />F- Q <br />TIE BM <br />AT 10'-0" <br />260 <br />m00 <br />w <br />F- Q <br />AT 18'-0" <br />0 <br />ao <br />a— <br />OQ <br />B <br />S6 <br />NOTE: <br />PROVIDE R-11 F.G. <br />NSULATION IN <br />WALLS ADJACENT <br />0 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 />"'W". <br />u <br />a <br />N <br />L: <br />NOTE: ' <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 />30'-0" <br />20'-6 1 /4" <br />SH25 <br />HD AT T-3" <br />EGRESS <br />9'-5 3/4" <br />2668 <br />I� <br />F <br />9 <br />zt <br />M <br />� <br />60 <br />BEDROOM 3 <br />R & S <br />BEDROOM 2 <br />MC1) <br />11'-11" X 10'-11" <br />N '� w <br />8'-0" CLG <br />A2 16" <br />FPSH <br />8'-0" CLG <br />N <br />c=nQ� <br />o w <br />3068 BF <br />co <br />2668 <br />cn <br />2668 <br />io <br />CD <br />�', <br />Cc,�cmn <br />2668 <br />- <br />_` <br />• o , , o , (2) 2068 BF <br />® •— — — — — — — <br />o <br />r, <br />N <br />R & S <br />N <br />cn¢U <br />oW <br />22"x36" <br />2668 TB <br />ATTIC <br />w <br />ACCESS <br />r <br />BATH #2 <br />NI <br />TB <br />$7 <br />v <br />co <br />BEDROOM 4 <br />8'-0" CLG <br />I <br />tq <br />M <br />][A <br />— s� <br />C RETURN <br />ut E DOOR _ <br />AHU <br />/ \ P <br />ats <br />Qo <br />M <br />N <br />O <br />M <br />0i�_ <br />04 <br />oo <br />U) Q <br />N <br />N <br />1'-4" <br />T-9" <br />5'-7" 3'-9" 2'-8" <br />4" <br />4" FRAME <br />WALL <br />R & S— <br />LOFT <br />——� <br />12'-0" X 16'-0" <br />8'-0" CLG <br />BEDROOM 5 <br />11'-11" X 11'-11" <br />8'-0" CLG <br />�s <br />o <br />— — <br />— — <br />— <br />-----T 42 oW DN <br />----I <br />WALL <br />�--_� <br />R&S <br />❑A <br />SH25 <br />16 ---- <br />IHP <br />AT 7'-3" I <br />v <br />1 <br />GRESS <br />14 <br />---- <br />FRAME <br />13 <br />WALL <br />M <br />S6 <br />42 H. 1 <br />TYP----- <br />SLOPED 1 <br />LOW WALL <br />10----- <br />ROOF <br />9 <br />BELOW <br />8 _ <br />o <br />OPEN TO 7 <br />--- - <br />BELOW 6 <br />4" FRAME 3 ----- <br />WALL 1 2 <br />1 1 36" HIGH <br />8 CONT. FRAME <br />I <br />WALL RAILING <br />i � <br />SECOND FLOOR PLAN- ELEVATION A <br />1 /4„ = 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 <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 />R4.1 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 />❑ = FILLED CELL W/(1) #5 VERTICAL <br />o = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB <br />p = FILLED CELL W/(2) #5 VERTICAL <br />0 = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) <br />STAIR DATA <br />STAIR <br />MARK <br />RISERS <br />TREADS <br />LANDINGS <br />TOTAL RISE <br />A <br />16 AT 7 9/16" <br />1 14 AT 10" <br />1 1 <br />1 10'-0 3/4" <br />SQUARE FOOTAGE: LINIT'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 />JUL 21 2023 <br />VW. <br />Virtual Review Assist. Inc. roved <br />Plans Review completed and approved <br />for compliance it tU <br />eK aba PX2300 Edition <br />by Debrane <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 />M <br />N <br />O <br />N <br />ICY) <br />Ln <br />- Seg <br />u7 <br />O <br />O•" <br />00 <br />,n <br />LjL <br />f , tip= �;� <br />�* <br />U. <br />\0�1 <br />37 <br />W <br />Q <br />w <br />0 <br />z <br />Q <br />SIN <br />O LO n E <br />L SO, S o <br />W <br />��— <br />N <br />(n <br />%}� u <br />d co <br />I. c M <br />W O o <br />0IIIIIIIIIIIIIIIIII0 �8 o Q <br />` <br />Lu 0`ri c <br />7C) <br />0 <br />W W W <br />< <br />S <br />w0w u <br />wl—Q X Wgz� X <br />zO¢¢¢(D <br />-J0LLUO0_jOXzCQVXaZLL020— <br />0 <br />Oo <br />In OOmZ�00IO wz v <br />0- <br />anww�¢0I0<><L1WLLaraOz <br />Z <br />ouza <br />OQ a 0 0QLL <br />< LL <br />I-- <br />O <br />O <br />Z <br />N <br />OLU <br />> O <br />CCMO <br />P- <br />LC) <br />LL <br />U) ti <br />z <br />W < U? <br />F- W cM <br />W C O <br />Z U F- <br />WZ� <br />W O <br />O <br />Mj <br />0 <br />0 <br />0 <br />N <br />� <br />� <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />ao <br />ai <br />(0 00 N O <br />O <br />0 0 <br />CDN <br />o 0 0 0 <br />N N N <br />0 <br />N <br />N N <br />ob L6 ob <br />N o O <br />A <br />v-- <br />1 o <br />N M <br />O <br />o o <br />o 0 <br />o <br />N�; <br />o o M 0 <br />N M et' <br />0 <br />v7 <br />0 0 <br />CO ti <br />U <br />I <br />I Cr <br />�/•� <br />00 vJ <br />Z z <br />O <br />O 4_0 <br />oLUW <br />LLIo <br />� <br />U <br />F- <br />o <br />Q <br />0 a <br />W <br />Z <br />r <br />Q <br />�moZ <br />�Z <br />W <br />0 <br />< Z 0 <br />M <br />_ <br />Z Z LL <br />Lr) <br />W N <br />0a<w <br />Q <br />Z <br />D z z <br />=QO <br />Z <br />U <br />Ovg <br />o <br />1.00 <br />a <br />Q <br />z <br />Z <br />J <br />M <br />W <br />LAST PLOT GATE <br />O <br />> <br />May. 9, 23 <br />Z <br />O <br />1 ST & 2ND FLOOR <br />_I <br />PLAN A <br />
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