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6614 Back Forty Lp
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6614 Back Forty Lp
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Last modified
3/24/2025 7:31:13 PM
Creation date
2/19/2025 8:32:52 AM
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Building Plans
Street #
6614
Location
Back Forty Lp
Contractor
Lennar
Building Plans - Permit #
Unknown
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9 <br />B <br />S6 <br />S6 <br />30'-0" <br />101.01, <br />14'-8" <br />5-411 <br />LINE OF ROOF <br />ABOVE <br />NOTE: <br />SEESHEETS-11,12 '1873' <br />9 <br />FOR LINTEL CALLOUTS & <br />CONC. PAD <br />DETAILS A7 <br />11 Oil 3 1/2"-� <br />L4 <br />-0.1 z <br />9 <br />00 <br />Z6 <br />SH 35 <br />HID AT 714" <br />tH B <br />5068 SGID <br />DINING ROOM <br />FAMILY ROOM <br />00 <br />121-0" X 9'-5" <br />17'- 11 " X 13'-3" <br />8'-8" CLG <br />8'-8" CLG <br />7 5/8" 4" <br />-8" <br />2-4 3/4" V-1 1" T-1 6'-9" 51-11 T-8" 4' <br />REF <br />PAN <br />TRY <br />(4)16" <br />DPSH <br />6" PLUMBING <br />2X4 KNEE <br />---STACK WALL JOP <br />WALL I <br />AT 34 1/2" <br />ATUYET <br />TILE <br />------------ <br />----p ----- W - <br />KITCHEN <br />I DW�l 14--l" X 9'-6" 9 <br />SINK W/ <br />8'-8" CLG <br />DI <br />SPOSAL <br />1 //HOOD/ RANGE <br />I I _W I 1164 19 <br />PDWR R W <br />8'-8" CLG <br />4" INSULATED J <br />PROTECTIVE BRG WALL 20 MIN FIRE -- ---- <br />D <br />S3 BOLLARD RATED DOOR <br />W/ WEATHER STRIP <br />t) r <br />04 <br />z <br />LINE OF <br />Ij FLOOR <br />4" INSULATED <br />ABV <br />BRG WALL <br />rSLOPED <br />42" H. <br />LOW <br />------- WALL <br />TWO CAR GARAGE <br />20'-0" X 20'-l" <br />8 <br />----- <br />36" HIGH <br />CONT. <br />FOYER RAILING <br />D� <br />ARPQT <br />LINE OF GARAGE IN <br />' _07P�_N <br />TILE <br />3 <br />P-09TT 10-N- <br />I <br />�2 <br />UP <br />ce) <br />SH1/2 34 <br />'S <br />AT 7 11FA <br />H '-3-1 <br />6H 1/2 3 3 <br />q2' <br />HDAT7 OD <br />TEMP.G S CD <br />ce) <br />HB <br />16070 <br />- - - - - <br />- - - - - <br />7�: <br />ENTRY <br />LINE OF <br />8'-8" X 4'-4" <br />STRUCTURE ABOVE <br />2'-8" <br />16 <br />21-81t <br />7-4- <br />21'.4-1 <br />81-811 <br />30'-0" <br />FIRST FLOOR PLAN B <br />1/4 11 = 1 1-011 <br />9 <br />K7_ <br />V. <br />75/ <br />LO <br />C14 <br />C? <br />M <br />9 <br />&4 <br />C14 <br />ce) <br />TIE BM?11 <br />AT 8'-8" M_�/ <br />2 bo <br />M I <br />W <br />UAIN <br />LO <br />C14 <br />04 <br />#4 <br />-% <br />N <br />N <br />BEDROOM #2 <br />101- 11 11 X 101-01, <br />8'-0" CLG <br />C? <br />F- <br />W <br />W <br />� 0 <br />2'-10 3/8" 2'-10 1/2" <br />411 <br />V-3 1/2" <br />6" <br />WALL <br />BATH #2 <br />A7 <br />TP <br />__fzi= TB <br />R & S <br />BEDROOM #3 <br />101-01, X 11 1-1 11 <br />8'-0" CLG <br />0ASSFEM <br />NOTE: <br />PROVIDE R-1 1 F.G. INSULATION IN EXTERIOR WALLS, <br />INCLUDING BEHIND RIM JOIST IN FLOOR ASSEMBLY <br />PROVIDE R-1 1 F.G. INSULATION IN WALLS ADJACENT <br />TO ATTIC SPACE <br />NOTE: <br />1. SEE SHEET S-1 1 1 S1 21 87TFOR LINTEL <br />CALLOUTS & DETAILS <br />2. ALL EXTERIOR HDRS AT OPENINGS ARE (2) 2X6'S <br />UNLESS NOTED OTHERWISE <br />a <br />47) <br />MASTER SUITE <br />14'-7" X 12'-8" <br />8'-0" CLG <br />LOFT <br />14'-711 X 91-1 <br />AHU 8"0" CLG <br />A/C RETURN <br />[rUNDER DOOR <br />2'- 10 3/4" <br />SH 25 <br />HID AT T-3" <br />EGRESS <br />4� 1 <br />N <br />in <br />04 <br />Lo <br />TOP <br />AT 18!�7 <br />0-. <br />1.- 50 <br />r- <br />C14 <br />_1= <br />C14 <br />"T <br />J�T-8" <br />1 1�_ <br />3-4- <br />Jill <br />0 2'-11" <br />)'-2%. <br />4'-10" <br />4'-11 5/8" jo <br />:;T <br />9 <br />368 <br />11 <br />�6" <br />W/S AT <br />1 <br />zi <br />ZN <br />60" AFF] <br />F_ - _,7, <br />22"x36 <br />D <br />:4C <br />�k <br />ATTIC <br />8-6-8 <br />UTILITY.4 <br />6 <br />_U <br />42" H. ce) <br />8" <br />L_�CCES <br />6" V <br />I <br />- <br />LOW <br />FRAME <br />ILU < <br />WALL <br />WALL <br />C) <br />A7 <br />7Wi� <br />Ln <br />< <br />0 <br />42" H. <br />SLOPED <br />368 <br />HANIS'CEN- <br />BOX <br />LOW <br />V <br />R&S <br />- - - <br />(4� 12" <br />DPSH <br />BEDROOM #4 <br />91-1 oil X 91-11 11 <br />8'-0" CLG <br />SECOND FLOOR PLAN B <br />1/4 11 = 1 1-011 <br />C14 <br />C� <br />04 <br />^3 <br />a <br />7 <br />1 <br />OPEN TO-) <br />7 BELOW <br />IV 3611 H. =04 <br />CONT - <br />5 <br />RAILING <br />00 <br />4 <br />3 <br />112 <br />C? <br />SHI/P 34 <br />H D AT 1 T-21" <br />d8 <br />M� <br />RA <br />���WA L L <br />4'-4" 4'-4" <br />8'-8" <br />9 <br />%7 <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 RNC 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 />CABINETA.F.F. <br />WALL LEGEND: <br />ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR <br />RESISTANT COMPONENTS. <br />8" CMU W1 1X3 PT FURRING STRIP <br />R4.1 HIGH PERM 1/2" GYP <br />8., CMU <br />NON -BEARING 2X STUD W1 1/2" GYP. <br />BEARING WALL 2X 16" O.C. <br />F7777777777/7 <br />VVY 1/2" GYP. <br />[:I = FILLED CELL W1(1) #5 VERTICAL <br />FILLED CELL Wt(l) #5 TURNED 2'-0" INTO SLAB <br />& = FILLED CELL W1(2) #5 VERTICAL <br />0 = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) <br />1:1 STAIR DATA <br />STAIR <br />MARK <br />RISERS <br />TREADS <br />LANDINGS <br />TOTAL RISE <br />[A] <br />16 AT 7 9/16" <br />14 AT 10" <br />1 <br />10'-0 3/4" <br />SQUARE FOOTAGE: <br />AREA <br />PROPOSED <br />FIRST FLOOR LIVING <br />780 <br />SECOND FLO OR LIVING <br />1090 <br />TOTAL LIVING SQ FT 1870 <br />ENTRY <br />38 <br />GARAGE <br />443 <br />- <br />TOTAL SQ FT 2351 <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 /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 BAFFLES AT EAVE) <br />GARAGE SEPARATION <br />R-1 1 /R-1 3 KRAFT FACED <br />(GARAGE LIVING) <br />JUL 12023 <br />Virtual Review Assist. Inc. <br />Plans Review completed and approved <br />for compliance with the 2020 FBC 7th Edition <br />by Debra Anne Mahr 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 />I <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 />Ire) <br />04 <br />0 <br />Q <br />C <br />00 <br />W) <br />f <br />< <br />I r <br />e <br />'.) 1, - <br />\�N I <br />q <br />I - 0 <br />z <br />V) <br />a) LO - <br />> 09 o <br />1= 10 <br />>1 <br />- U <br />C) M <br />M 00 <br />I- s a c) <br />C: <br />4) E <br />5 0 U <br />Nil- if 8 60 <br />u 'o a) <br />lj:� <br />LU C., <br />00 <br />p E 5 <br />CL 0 <br />'00 <br />LLJ <br />0 Ld (6 Lu 0 <br />W �_ u, zo x z <br />lo- < <br />w W <br />< <br />yj 0 <br />_j 0 U. u_ 0 <br />C Y ox z UW 800 <br />u- z 2 1- <br />< <br />0 0 <br />0 z <br />-, 0 <br />Cy co 0 ox0orn Z <br />W U <br />V5 n I V5 W W � =) - <br />ox <br />a. a. <br />0 z LzL, 'Z 0 Lu Q a <br />< < W <br />U) LL <br />0 W 2 g Lu <br />0� a S 00W <br />u_ 0 <br />u- <br />C:) <br />0 <br />C%4 <br />z Uj <br />0 1.-:; <br />V) <br />N <br />> 0 CD <br />0 -cn CD <br />ro <br />< (1) Ln <br />0- <br />_j <br />(1) <br />2: V) <br />U_ <br />zIII- <br />< Uj <br />Q� <br />lice <br />0 <br />z <br />00 <br />F_� <br />z 3: <br />WLLj <br />. _j CD <br />C:) <br />N <br />C14 <br />C%4 <br />04 <br />C� <br />, <br />A <br />4 <br />C� <br />0 <br />Q <br />0 <br />0 <br />0 <br />C) <br />6 <br />(D <br />T_ <br />00 <br />T- <br />00 <br />V <br />0 <br />N <br />C) <br />N <br />C:) <br />N <br />C14 <br />o <br />C14 <br />0 <br />N <br />0 <br />C-4 <br />C) <br />C-4 <br />0 <br />N <br />C:) <br />C14 <br />0 <br />C14 <br />C) <br />6 <br />T- <br />6 <br />V.- <br />ob <br />a <br />A <br />T- <br />A <br />9 <br />C� <br />6 <br />6 <br />N <br />0 <br />U-) <br />Q) <br />>I <br />1 <br />041 <br />C6 I <br />V, I <br />0 <br />Lo' <br />a <br />I to' I <br />CD <br />r-, <br />UO) "q- <br />CO (n <br />Z Z <br />z 9 <br />4-lif <br />W <br />0 LU CD <br />W <br />0 - <br />0 <br />0 <br />0 < <br />-0 <br />1111 <br />I. - <br />0 <br />0 <br />W LU <br />LO <br />z <br />z <br />Uj <br />'t <br />4r. < <br />Uj < <br />M 0 <br />Z <br />i- z <br />0 <br />0 <br />Z <br />W <br />5. <br />>- <br />< LU 0 <br />M Z W <br />a- <br />Z Z LL <br />W <br />00 <br />0 <br />C) <br />< F_ <br />2 Z <br />U) <br />W <br />< <br />z <br />z <br />Lo z z <br />:r < 0 <br />F- 0 <br />L) <br />0 <br />0 <br />z <br />A2 <br />< <br />z <br />z <br />LU <br />_j <br />W <br />Cn <br />cD <br />LAST PLOT DATE <br />> <br />nj, <br />May. 8, 40 <br />1 ST & 2ND FLOOR <br />Z 0 <br />. _j <br />PLAN B <br />
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