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6383 Back Forty Lp
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6383 Back Forty Lp
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Last modified
3/24/2025 3:43:43 PM
Creation date
2/19/2025 12:52:45 PM
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Building Plans
Street #
6383
Location
Back Forty Lp
Contractor
Lennar Homes LLC
Building Plans - Permit #
6622
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30'-0" <br />OVERALL <br />15'-8" <br />7'-0" <br />71-4" <br />10'-11 1/2" 6'4" <br />6 <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 />3 1/2" <br />Co <br />c <br />SH 25 <br />� HB <br />M <br />HD AT 6'-8' <br />(4) 16" <br />o <br />DP SH <br />REF <br />ANTRY ro'i <br />(V <br />7 5/8" <br />2'-4 1 /8" '-1 3/8" <br />6'-6" <br />17'-9 1 /4" <br />7 5/8" <br />ohs <br />KITCHEN °0 <br />LO <br />8'-8" CLG FLR FIN <br />LINE 4 <br />7 5/8" <br />8'-11 1/8" <br />6 1'-11" <br />L. <br />GREAT ROOM <br />13'-9" X 17'-10" <br />8'-8" CLG <br />2x6 KNEE <br />-- WALL TOP <br />�? <br />❑ N <br />' @ 34 j" <br />C <br />N <br />�I W 0 <br />0 0 0) <br />00 _ <br />SINK W/ <br />DISPOSER <br />i <br />N <br />(2) 2X6 <br />Q/S4 <br />HEADER <br />00 <br />FLR FIN LO NMI <br />LINE T <br />7 5/8" 6-9 1/2" 1, 12'-2 7/8" M. 1- 6-3 7/8" X-4 1/2" M7 5/8" <br />COLUMN <br />�� <br />r. <br />1 <br />• <br />�i <br />00 8'-8" CLG <br />N � <br />SH INSULATED <br />4" WALL <br />20 MIN FIRE <br />RATED DOOR W/ <br />WEATHER STRIP <br />PROTECTIVE <br />BOLLARD INSULATED <br />BEARING <br />WALL <br />TWO CAR GARAGE kltl/ <br />iv 8'-8" CLG <br />T <br />0 <br />N <br />LINE OF GE <br />�NOPENGA — <br />---------------I <br />POSITION I <br />I � <br />SEE DETAIL D/S3 FOR <br />FRAME WALL TO CMU <br />H B I CONNECTIONS <br />I I <br />16070 <br />00 <br />F_ <br />-------------� <br />co 00 LINE OF <br />W Q 1'-4" FLOOR ABV 16'-0"PP: <br />TIE BM <br />AT 8'-8"ve 20'4" <br />30'-0" <br />or OVERALL <br />FIRST FLOOR PLAN (ELEVATION A <br />1 /4„ = 1'-011 <br />I <br />IIII <br />.III►:� <br />(2) 2X6 N <br />Q/S4 D Rh <br />HEADER I!�CLG <br />rn _j T[ <br />v <br />G <br />3EARING _ S3 <br />.9 <br />00 <br />8 <br />36" H CID <br />7 <br />LOW <br />6 <br />WALL <br />5 <br />FLR FIN <br />4 <br />LINE <br />3 <br />, <br />2 <br />36 H <br />FOYER <br />U <br />ONT <br />5'-11" X 3'-7" <br />HA <br />RAIL <br />8'-8" CLG <br />H <br />AT 6'-8"� <br />ENTRY <br />TE <br />PEREDI <br />20 <br />8'-8" CLG <br />M 1/2" <br />2 <br />A3 <br />8" <br />3'-8" <br />— — — 5'-8 — — <br />— — <br />8'-8" J,1'-4" <br />10'-0" <br />N <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 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 />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 <br />3/4" INSUL BOARD 1/2" GYP <br />8" CMU <br />NON -BEARING 2X4 STUD W/ 1/2" GYP. <br />LINO <br />BEARING WALL 2X4 16" O.C. W/ 1/2" <br />GYP. UNO <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 />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 />14 AT 10" <br />1 <br />10'-0 3/4" <br />SQUARE FOOTAGE: <br />AREA <br />PROPOSED <br />FIRST FLOOR LIVING <br />930 <br />SECOND FLOOR LIVING <br />1287 <br />TOTAL LIVING SQ FT 2217 <br />ENTRY <br />26 <br />GARAGE <br />401 <br />TOTAL SQ FT 2644 <br />JUN Z 7 2023 <br />Virtual <br />Plans Review co►neW AssistPlOted an . Inc. <br />for compliance with the 2020 FBC �Phoved <br />by Debra Anne Klahr PX2300 Edition <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 />®'�o° <br />M <br />04 <br />DRSW J 1)0/y •�-f7 <br />Lo <br />LO <br />co <br />�• <br />LO <br />i5S05 <br />W <br />0 <br />❑ <br />W <br />z <br />Q <br />AW' <br />Q '0 q U <br />M 2 <br />MIENH <br />02 <br />t <br />E ` <br />vI 0 8 m <br />i <br />•^N` <br />W <br />w p� <br />L cO E <br />a a <br />W <br />LV <br />LLI tlj W O F <br />�Q 0: _j WX 90it <br />Q Q <br />U <br />X�-_a0�o:aWU0� <br />Q 0 CY ix3°z2°o�aa <br />ZgZ0R00mZz <br />0 <br />F— <br />��y <br />0 <br />Z <br />CY <br />cnWaW�nnwWW55XQ�ZD <br />U <br />� <br />V <br />Cn <br />¢wQV5?wzOWOOa <br />< W %� 2 W Z <br />8W <br />U Q <br />Q <br />0 OQ¢ <br />LL <br />f <br />O <br />z <br />W <br />O� <br />jc=o <br />(00 <br />`M O <br />Q LO <br />Co <br />U) LL <br />ti <br />�—�cLM <br />00 <br />U <br />Z N <br />W <br />W <br />J0 <br />O <br />Mj <br />co <br />N <br />N <br />N <br />N <br />N <br />N <br />N <br />LO <br />N <br />N <br />a <br />N <br />a <br />N <br />a <br />N <br />N <br />o <br />co <br />o <br />o <br />N <br />a <br />! <br />O <br />O <br />N <br />`� <br />m <br />o <br />o <br />fo <br />0 <br />0 <br />0 <br />� <br />Cr <br />M <br />U) <br />Z E-- <br />ZZ <br />W <br />QW <br />O <br />� <br />W <br />Z <br />O <br />V <br />WOO <br />VUy <br />O <br />=)Zj <br />Or <br />Q <br />z <br />�a�a <br />F— <br />Q <br />�--I <br />M F- w <br />(V <br />N <br />ZOM <br />W�� <br />Q <br />O <br />ZWO <br />�. <br />0 <br />Vaz <br />. <br />Z <br />z <br />�Z <br />, <br />U <br />F <br />0 <br />CL <br />_p <br />W <br />W <br />Z <br />Z <br />W <br />.. <br />N <br />0 <br />N <br />LAST PLOT DATE <br />O <br />May 5, 2023 <br />Z <br />O <br />J <br />1 ST FLOOR PLAN A <br />
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