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6191 Back Forty Lp
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6191 Back Forty Lp
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Last modified
3/5/2025 9:32:17 AM
Creation date
2/19/2025 8:22:29 AM
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Building Plans
Street #
6191
Location
Back Forty Lp
Contractor
Lennar Home
Building Plans - Permit #
6087
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0 <br />co <br />LO <br />A3 <br />0 <br />IN <br />c0 <br />N <br />o � <br />0 <br />co <br />NOTE: <br />SEE SHEET S-11, S-12 <br />'2382' FOR LINTEL <br />CALLOUTS & DETAILS <br />o0 <br />co 00 <br />w� <br />TIE BM <br />IF AT 10'-0" <br />m bo <br />w <br />�Q <br />13'-3" <br />3V-0" <br />LO 3 1 /2" —' <br />r- <br />/ <br />5068 SGD <br />Cl) (2)2X8 HDR---y <br />0 <br />BRIG <br />WALL <br />FAMILY ROOM <br />16-Y X 15'-2" <br />8'-8" CLG <br />0 <br />N <br />11'-1" <br />SH25 <br />HD AT 7'-4" <br />EGRESS <br />5'-8" <br />BRIG OWNER'S SUITE <br />WALL 13 -0 X 15 -11 <br />8'-8" CLG <br />PROVIDE 1/2" PLYWOOD <br />DRAFT STOP IN FLOORTRUSS SYSTEM FOR A <br />MAX. AREA OF _ % h <br />(PER FBC R302.12)% ►♦� <br />& VALVE <br />CAFE <br />�� • I ► <br />• <br />q••. ® .m <br />ov <br />PLUMB INN I <br />11,4' STACK <br />0114 <br />1114 <br />I M.010 W.I.C. <br />HANSEN <br />BOX <br />PANTRY DRYER <br />�! l� <br />m <br />6" WALL <br />CL <br />BRIG <br />• ►� <br />WALL <br />00, <br />I!LIN-E <br />w , <br />•� :.i 7:riiirriYi•Priiriiidi�iddiiiri4•ii❖rriiidi��iii �IP.1'hrP.:6•:•.'.Y•.•dL'.'OJ.S:�:d.�:Y.•:.2.5:LS'.Yd.'.'.SYd1SY.'.1S5.SL'.'•':.::•.4�i'1iiiriiSVdii4YiiS•iii j� <br />• <br />RATED DR 4" INSULATED D/H <br />WALL <br />.I <br />1�' ISTRIP <br />ATTIC PROTECTIVE <br />ACCESS <br />S <br />M S20 <br />9j AT TOP <br />4" INSULATED <br />-- -- 8 <br />BRIG. WALL <br />--' -- 7 42" H. � <br />-- -- 6 SLOPED <br />TWO CAR GARAGE <br />-- -- 5 WALL <br />1 4 <br />CPT <br />S3 19'-Y X 20'-0" <br />TILE <br />-- - FOYER <br />D <br />I 3 2 1 <br />S3 <br />Up <br />__ ___________LINEOFGARAGEIN <br />_f5_0$'f <br />BEN INN <br />TIE BM <br />AT 10'-0" PF <br />SH 1/2 34 <br />I <br />HD AT 7'-4" <br />cn <br />_ <br />TEMP. GLASS <br />3 1/2" M <br />m I <br />I <br />I <br />wBO <br />I a <br />HB <br />V-4" <br />4'4' <br />T-11" <br />I 16070 <br />_ _ _ _ _ ENTRY <br />9-6" X 5 4' <br />8'-6" 2'-3" 16-0" 2'-3" <br />9'-6" 20'-6" <br />30'-0" <br />FIRST FLOOR PLAN - ELEVATION A <br />1 /411 = 1'-01' <br />0 <br />ao <br />LO <br />S6 <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 />SECOND FLOOR PLAN - ELEVATION A <br />1 /411 = 1'-011 <br />R-11 F.G. <br />ION IN <br />,DJACENT <br />SPACE <br />R-11 F.G. <br />ION IN <br />,R WALLS, <br />JG BEHIND <br />TIN <br />,SSEMBLY <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 />y 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 />1177,71171111111777,711 BEARING WALL 2X 16" O.C. <br />W/ 1/2" GYP. <br />13 = FILLED CELL W/(1) #5 VERTICAL <br />11 = 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 />H STAIR DATA <br />STAIR <br />A <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 = 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 />APR 0 8 2023 <br />4t <br />uirtua `iev!?,w Assisi, <br />ALLOWABLE WIND SPEED DESIGN PRESSURE <br />(140 mph, enclosed, 3 sec. gust, 2.1112 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 />p <br />LO <br />� z; <br />k <br />z <br />_'. <br />w <br />O <br />0 <br />w <br />z <br />N <br />n` <br />OL0 <br />> O N p <br />'0 <br />M ticy) co <br />(n <br />V <br />L <br />2 a � <br />rem <br />o 0 <br />LL o o Q <br />U �Q <br />_s <br />(n <br />LU° <br />U Q N <br />7� <br />V <br />ME <br />o � C2 <br />a ^ 'a <br />_ <br />LU <br />w LLI <br />C� <br />° ti! LU Uj LU O ~ <br />W FF--Q W�_j w�MYzw z <br />it02J¢OQ�¢I�iU00J0 <br />�— <br />< Q U <br />Q �— <br />JU) u) <br /><a' X zw 0 z M <br />(3 W�0'twoom'C <br />°u J_ <br />F-¢Q <br />U <br />('1 O <br />cn 0 Z <br />-10LLJ IL0z�0ZLLIZ0 <br />a0Lu <br />S9�—gwo2U°a <br />Y z <br />OQ ° O�QLL <br />¢ <br />LL 0 <br />0 <br />Z W <br />(n O <br />M <br />�WLL_L0 <br />z <br />cM <br />00 <br />< <br />Z V <br />Z <br />w <br />wC:) <br />J O <br />A <br />0 <br />0 <br />0 <br />ti <br />4 <br />4 <br />O <br />N <br />O <br />N <br />O <br />O <br />CDC:) <br />c6 <br />ai <br />M <br />0 <br />M <br />O <br />o <br />NO <br />or- <br />0 <br />O <br />O <br />O <br />O <br />ON <br />1 � <br />00 <br />ts7 <br />9 <br />M <br />� <br />N <br />N <br />O <br />M <br />O <br />o <br />0 <br />6 <br />0 <br />O <br />O <br />' <br />o <br />6 <br />0 <br />N <br />,^ <br />J <br />a) <br />> <br />O <br />C; <br />C) <br />C:) <br />0 <br />0 <br />6 <br />0 <br />N <br />M <br />4 <br />to <br />I--� <br />CO, <br />♦^� <br />Z Z <br />O <br />ram+ <br />owW <br />O,� <br />_ <br />WU_ <br />'- <br />4 <br />V��a <br />F-O�a <br />^ <br />i� <br />Owl--Q <br />TZ <br />ZX�_ <br />r� <br />f�nmOZ <br />V <br />Z w <br />M Z X <br />_ZZw <br />(D <br />LU <br />Oggz <br />O <br />Q <br />U <br />D Z z <br />Z <br />zQO <br />' <br />Z <br />U <br />v <br />g <br />00 <br />¢ <br />Z <br />Z <br />w <br />M <br />W <br />M <br />- <br />O <br />- <br />LAST PLOT DATE <br />Mar. 9, 23 <br />Z'a <br />O <br />1ST & 2ND FLOOR <br />J <br />PLAN A <br />
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