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6413 Back Forty Lp
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6413 Back Forty Lp
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Last modified
3/5/2025 10:47:54 AM
Creation date
2/18/2025 4:34:45 PM
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Building Plans
Street #
6413
Location
Back Forty Lp
Contractor
Lennar
Building Plans - Permit #
Unknown
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30'-0" <br />OVERALL <br />10'-6" U 7'-3" L 12'-3" <br />13'-0 1/2" <br />42" X 42" A/C PAD, <br />SEE SHEET SN1 <br />FOR A/C UNIT <br />HOLD DOWN <br />HB 00 <br />'n SH 25 <br />ti - HD AT 6'-8" <br />3 1 /2' <br />00 00 <br />LO o <br />� M <br />10'-11 1/2" <br />co 00 <br />Ln <br />ti <br />00 <br />(4) 16" <br />LID <br />DP SH <br />N <br />REF M <br />PANTR <br />17'-9 1 /4" <br />i <br />6'-6" <br />A 3/8" 2'-4 1 /8"' <br />00 <br />LO <br />FLR FIN- <br />N <br />00 <br />LINE <br />1'-11" <br />GREAT ROOM <br />13'-9" X IT-10"�---- <br />8CLG <br />KITCHEN <br />2x6 KNEE o <br />8'-8" CLG <br />WALL TOP -- <br />@ 34 1/2" u <br />00 <br />o P O N <br />i <br />WO O <br />C)SINK <br />W/ �I ii ` © a' <br />z - <br />r <br />DISPOSER a <br />(2) 2X6 <br />o <br />Q/S4 <br />L" FLR FIN <br />HEADER <br />LINE <br />T-4 1/2" <br />6'-3 7/8" " 12'-2 7/8" 6 <br />6-9 1/2" <br />(4) STUD COLUMN <br />co <br />N <br />11 <br />Q <br />DINING BEARING <br />11'-11" X 6'-6" WALL (TYP) <br />io <br />2x6 <br />8'-8" CLG <br />io <br />WALL <br />UTILITY RM <br />can <br />8'-8" CLG <br />00 <br />c <br />0 0 <br />00 <br />N <br />D=8" <br />8 <br />CLG M <br />o <br />(2) 2X6 <br />Q/S4 <br />SH0- <br />4" <br />INSULATED <br />WALL RATED MIN FIRE <br />EATHEROSTTRIP <br />OD coHEADER <br />TP <br />v rn <br />.1 01v <br />INSULATED <br />PROTECTIVE <br />G <br />BEARING <br />BOLLARD <br />WALL <br />S3 <br />BEARING <br />WALL (TYP <br />10 <br />s <br />^CC <br />00 <br />TWO CAR GARAGE <br />S3 <br />$ <br />8'-8" CLG <br />7 <br />36" H <br />- <br />N <br />- <br />N <br />6 <br />LOW <br />r <br />�' <br />WALL <br />5 <br />4 <br />FLR FIN <br />0 <br />N <br />0 <br />N <br />LINE <br />3 I <br />LINE OF GARAGE <br />2 1 A <br />FOYER <br />I--------------- <br />—IN OPEN — <br />36" P M <br />5'-11" X 3'-7" <br />POSITION <br />CONT <br />8 8 CLG <br />HANDRAIL <br />I <br />SEE DETAIL D/S3 FOR <br />FRAME WALL TO CMU <br />CONNECTIONS <br />1 <br />2 4 <br />HD A <br />67-8" <br />� <br />TEMPERED <br />1/2�'Voloso <br />JSH <br />2 <br />A3 4'-7" <br />4'-1' <br />16070 <br />ISLTR <br />8'-8" <br />CLGIA)zwd <br />L------------- <br />LINE <br />----- <br />OF <br />FLOOR <br />ABV <br />1 -4 <br />3 -0 <br />1 -4 <br />3 -8 3/8 <br />2 -8 <br />16-0" <br />.1'-4" <br />7 5/8"- <br />10'-0" <br />20'-0" <br />30'-0" <br />'1 OVERALL <br />FIRST FLOOR PLAN (ELEVATION B <br />1 /4" = 1'-011 <br />-7 5/8" <br />;7 5/8" <br />;7 5/8" <br />z <br />W <br />zX <br />im <br />J <br />0 <br />EO <br />Nr <br />—I <br />J <br />H.B <br />60 <br />m 00 <br />W <br />_Q <br />TIE BM <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 SQUARE 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 R <br />4.1 HIGH PERM, 1/2" GYP <br />LK ��0����W- <br />NON-BEARING 2X4 STUD W/ 1/2" GYP. <br />LINO <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 />STAIR DATA <br />co <br />N <br />O <br />N <br />W <br />u7 <br />d <br />ry <br />Ln <br />O <br />00 <br />Ln <br />SAY <br />a <br />ccW <br />0 <br />W <br />a <br />.f <br />1 <br />■ <br />0 <br />0 Ln 7 <br />L <br />�O q <br />U <br />_W <br />Cn <br />�� <br />U <br />N 'Y5 <br />-O �_ �- <br />u a <br />2 M <br />_ <br />Oo <br />t o <br />2 co <br />rn <br />�� <br />O L..C'o <br />Q <br />•V) <br />N <br />V <br />LU QN <br />G <br />o � 00 <br />70 <br />CL <br />V <br />LIj W W <br />❑ui w <br />LU �< <br />u- w0~ <br />of _j XILU 2�zo <br />YU <br />Q <br />CE-D- <br />X:: <br />ZOXLL°�0Q�O <br />O���onoLLUmO0ZJO <br />ZLLz20<< <br />0C/) <br />nwwizwcOf <br />0o Z � <br />ww <br />za <br />U�WO�o�ai<<LZz <br />Q <br />��—� �YO¢LL <br />ILL <br />Ow <br />oQ <br />Q <br />o 0 o¢Q� <br />� LL <br />STAIR <br />MARK RISERS TREADS LANDINGS TOTAL RISE <br />A 16 AT 7 9/16" 14 AT 10" 1 10'-0 3/4" 00 <br />Z N <br />SQUARE FOOTAGE: U <br />AREA PROPOSED (n O <br />FIRST FLOOR LIVING 930 M O <br />SECOND FLOOR LIVING 1287 Q M ILO <br />TOTAL LIVING SQ FT 2217 U) _j <br />GARAGE 401 W 0- co <br />TOTAL SQ FT 2672 0- 2 — <br />INSULATION REQ. z v <br />LOCATION R-VALUE / TYPE WLU <br />J <br />EXT CONIC WALL WALL R-4.1 HIGH PERM O <br />EXT FRAME 2X4 R-11/R-13 KRAFT FACED <br />EXT FRAME 2X6 R-19 KRAFT FACED <br />CONDITIONED CEILING R-30 BLOWN -IN <br />(INSTALL BAFFLES AT EAVE) <br />GARAGE SEPARATION R-11/R-13 KRAFT FACED <br />(GARAGE / LIVING) <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 />1 1 i <br />WALL <br />TRIBUTARY <br />AREA (ft)2 <br />INTERIOR END <br />10 39.4 -42.1 39A -51.8 <br />CD CD <br />20 37.6 -40.5 37.6 -48.6 N N N N N N <br />C)- o CDN <br />50 35.2 -37.3 35.2 -43.7 LO O 00 C � ' <br />o 0 0 CD <br />100 33.4 -35.6 33.4 -40.5 ' z <br />O <br />LGARAGED 30.0 -33.9 30.0 -33.9 L , O <br />W O o O o O O; <br />i i N Y7 4 Ln CO i <br />COLO <br />Z� <br />zz <br />aW <br />O O W WOO <br />_ U <br />pW> <br />i._o <br />Z < <br />~ �w< <br />W <br />O <br />Z O _ <br />;LIL W N a <br />O z � 0 <br />O z U gZLL <br />LL <br />�z <br />T <br />1 Q F � <br />O U J <br />VR/ O m <br />Virtual Review Assist, Inc. <br />Plans Review completed and approved m <br />for compliance with the 2020 FBC 7th Edition <br />z <br />by Debra Anne Klahr PX2300 A2 z <br />w <br />_j <br />Uj rn <br />O <br />LAST PLOT DATE <br />• May 8, 2023 <br />z <br />O <br />__ -1 1 1 ST FLOOR PLAN B <br />
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