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6347 Back Forty Lp
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6347 Back Forty Lp
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Last modified
3/21/2025 11:29:39 AM
Creation date
2/19/2025 11:38:52 AM
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Building Plans
Street #
6347
Location
Back Forty Lp
Contractor
Lennar Homes LLC
Building Plans - Permit #
6406
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9 <br />zo <br />LO <br />3 <br />A3 <br />9 <br />N <br />LO <br />Co <br />CN <br />9 <br />6) <br />(14 <br />30'-0" <br />13'-3" <br />AM <br />00 <br />SH25 <br />3 1/2'� H D AT 7'-4' <br />EGRESS <br />5068 SGD F4 <br />2868 <br />+= 00 (2)2X8 HDR----. <br />HB Cl) <br />9 <br />BRG <br />WALL <br />7 <br />FAMILY ROOM <br />16'-3" X 15'-2" <br />OWNER'S SUITE <br />8'-8" CLG BRG <br />WALL 13'-0" X 16-11 <br />8'-8" CLG <br />9 <br />7 5/8"- -7 5/8" <br />141-211 41-6" 51-61' T-4 3/4 <br />NOTE: <br />PROVIDE 1/2" PLYWOOD <br />DRAFT STOP IN FLOOR <br />2' <br />TRUSS SYSTEM FOR A <br />MAX. AREA OF 1000 S.F. 2X8 WA -L <br />CPT. <br />(PER FBC R302.12) TILE <br />TILE <br />/ 101�!� -DRAIN <br />z2U= = � =:= = � � <br />zo 00 <br />I - -i2X-6KN -EN---- <br />C WV <br />0 �L -P 7GH Co <br />AT 3 1/2" 91-711 X 141-211 -SHWR HD <br />'-8" CLG & VALVE <br />R F LU 15 A7 <br />BRG z <br />: 91 WALL Y U) <br />OWNER'S <br />RANGE W/ 2868 <br />BATH <br />CAFE F-: W 0 HOOD <br />LO 81-611 X 141-211 - nno ^GG <br />C*4 <br />7- 0 <br />U) 8'-8" CLG TB <br />TILE <br />BATH <br />K <br />L '9 <br />L KO <br />17 <br />Jill <br />LE <br />CPT. TP <br />co <br />00 <br />YV 12 A7 > CD <br />D '0 <br />PLUMB C.0 <br />A3 STACK F j <br />7 5/8" WALL 73/'1 - 7 5/8" <br />1 6-8 /V-11" T-T 3'-4:/4" <br />1-61' 1.1 O'� 4'- 10" L -2" 2'-10" 6 <br />co XA1 I r <br />CIO <br />NOTE: <br />SEE SHEET S-1 1, S-1 2 <br />'2382' FOR LINTEL <br />CALLOUTS & DETAILS <br />Oil. <br />bo <br />00 <br />uj F- <br />< <br />TIE BM <br />\JF AT 10'-0" <br />bo <br />-1 <br />00 <br />Ji <br />P: � <br />(.0 <br />AN <br />Q0 <br />C14 <br />�PANTRY <br />PWDR <br />BATH <br />BRG <br />WALL <br />oil <br />20 MIN FIRE, - <br />FLOOR <br />c" <br />RATED DR <br />ABV <br />W/ WEATHER <br />STRIP <br />B.U.0 W/ <br />HTT4 AT <br />BTM & <br />(S) <br />MTS20 <br />AT TO <br />JIM <br />H. <br />L,,,42'1 <br />SLOP D <br />LOW <br />WALL <br />FOYER <br />U? <br />UP <br />A <br />T- <br />SH 1/2 34 <br />HD AT 7'-4" <br />TEMP. GLASS <br />V-4". <br />4-3" <br />J�j "' <br />" ENTRY <br />0 <br />U <br />UT <br />,�-HANSEN <br />BOX <br />7 <br />A7 <br />DRYER <br />06 <br />VENT <br />W/S AT <br />6" WALL <br />0" AFF <br />6 0 <br />Co <br />Q0 <br />00 <br />c <br />D <br />S & R <br />411 <br />C14 <br />t4" <br />INSULATED <br />DW/H <br />WALL <br />F -,- - � <br />22'x36" <br />ATTIC I <br />PROTECTIVE <br />ACCESS <br />L <br />BOLLARD <br />4" INSULATED <br />BRG. WALL <br />,f �cc TWO CAR GARAGE <br />k S3 1 19'-3" X 20'-0" <br />LINE OF GARAGE IN <br />- - - - - - - - - - - OPEN Fyon-Tim- - I <br />TIE BM <br />AT 10'-0" <br />bo <br />-1 <br />Co <br />16070 <br />-------------------- <br />f/ti'-Ul 81-611 2'-3" L 16-0" 2'-3" <br />91-61 20'-6" <br />304" <br />FIRST FLOOR PLAN - ELEVATION A <br />1/411 = 1 1-011 <br />7M F". <br />9 <br />80 <br />U') <br />A <br />S3 <br />NOTE: <br />1. SEE SHEET S-1 1, S/I 2'2382' FOR <br />LINTEL CALLOUTS & DETAILS <br />2. ALL EXTERIOR HDRS AT OPENINGS <br />ARE (2) 2X6'S UNLESS NOTED <br />OTHERWISE <br />'�r" r%" <br />SECOND FLOOR PLAN - ELEVATION A <br />1/411 = 1 1-011 <br />: R-11 F.G. <br />ION IN <br />DJACENT <br />'SPACE <br />R-1 1 F.G. <br />ON IN <br />R WALLS, <br />4G BEHIND <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 />= 20 . . . <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 />VVY -i//-'GYP. <br />[3 = 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 />= FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) <br />STAIR DATA <br />STAIR <br />RISERS <br />TREADS <br />LANDINGS <br />TQTAI PIRF: <br />-+AAf tK- <br />I A <br />1 <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 = 2 8 54 -S-0 �-- <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-1 1 1 R-1 3 KRAFT FACED <br />EXT FRAME 2X6 <br />R-1 9 KRAFT FACED_ <br />CONDITIONED CEILING <br />R-30 BLOWN -IN <br />(INSTALL BAFFELS AT EAVE) <br />GARAGE SEPARATION <br />R-1 1 / R-1 3 KRAFT FACED <br />I <br />(GARAGE / LIVING) <br />MAY 3 0 2023 <br />Virtual Review Assist, Inc. <br />Plans Review completed and approved <br />for compliance with the 2020 FBC 7th Edition <br />by Debra Anne Ktahr 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 />DRI <br />30.0 <br />-33.9 <br />1 30.0 <br />-33.9 <br />N <br />0 <br />C" <br />C) <br />00 <br />LO <br />0 <br />< <br />LU <br />0 <br />LU <br />z <br />00 <br />(1) L0 <br />> 0 �1 o <br />.i- "o q U <br />0 M �-'! 6 <br />00 <br />4-- <br />Ln <br />2 Cl) <br />000 U , <br />U -0-0- C) <br />E -r- -2 M <br />0 <br />0. 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