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6411 Ten Acre Ct
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6411 Ten Acre Ct
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Last modified
3/24/2025 8:36:23 PM
Creation date
2/27/2025 11:24:02 AM
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Building Plans
Street #
6411
Location
Ten Acre Ct
Contractor
Lennar Homes
Building Plans - Permit #
5279
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0 <br />N <br />to <br />0 <br />bo <br />rn <br />N <br />7 5/8" <br />L <br />N <br />U) <br />O 4 <br />0 <br />00 <br />NOTE: <br />SEE SHEET S-11, S-12 <br />'2382' FOR LINTEL <br />CALLOUTS & DETAILS <br />m� <br />W� <br />F- ¢ <br />TIE BM <br />AT 10'-0" <br />Ls 60 <br />m 00 <br />W <br />1= a <br />13'-3" <br />c <br />tn 3 1 /2" <br />r` <br />5068 SGD <br />OD <br />M <br />0 <br />, <br />BRG <br />WALL <br />0 <br />, <br />N <br />30'-0" <br />FAMILY ROOM <br />16'-3" X 15'-2" <br />8'-8" CLG <br />11'-1" <br />SH25 <br />HD AT 7'-4" <br />EGRESS <br />5'-8" <br />BRG OWNER'S SUITE <br />WALL 13 -0,X 15 -11 <br />8'-8" CLG <br />PROVIDE••D <br />DRAFT STOP IN FLOOR <br />FOR <br />MAX. AREA • 000 <br />RANGE W/ <br />CAFE RM HOOD <br />A3 PLUMB <br />STACK <br />W ALL <br />ALL <br />1 <br />_ f■1 <br />,jlANN ME <br />*'AMI 'EMS, <br />.- <br />1 10 <br />0 <br />BATH <br />Flo <br />Fill <br />►. <br />-- w <br />►� <br />■ <br />OF <br />rV4 <br />FLOOR <br />0, <br />ABV <br />1, 2X4 <br />►� <br />/ <br />,I_ <br />HTT4 AT- <br />►�1M�1 <br />1 <br />AT TOP <br />■■[o��W <br />. <br />• <br />►Q�■MU@ <br />WALL <br />J <br />© <br />►i. <br />FOYER <br />©i1 <br />►Q <br />TEMP. <br />GLASS <br />T <br />A7 4 <br />DRYER <br />� <br />VENT <br />I <br />GG <br />I <br />S3 <br />W/S AT <br />60" AFF <br />6" WALL <br />BRG <br />00 <br />m <br />I-----� <br />WALL <br />N <br />D <br />S & R <br />- <br />20 MIN FIRE <br />4' <br />N <br />t4" INSULATED <br />W/H <br />RATED DRfi <br />W/ WEATHER <br />STRIP <br />WALL <br />r 22"x36" <br />ATTIC <br />PROTECTIVE <br />L ACCESS JI BOLLARD <br />4" INSULATED <br />BRG. WALL <br />TWO CAR GARAGE <br />19'-3" X 20'-0" <br />LINE OF GARAGE IN <br />0155N _FT_OTTION <br />16070 <br />-------------- <br />TIE BM <br />AT 10'-0" <br />�60 <br />co 00 <br />_W <br />5/8" <br />DRAIN <br />SHWR HD <br />& VALVE <br />7 5/8" <br />HB <br />1'-0" <br />8'-6" 2'-3" 16'-0" L 2'-3" <br />9'-6" 20'-6" 10 <br />30'-0" <br />FIRST FLOOR PLAN - ELEVATION A <br />1 /4" = 1'-0" <br />0 <br />60 <br />S6 <br />A <br />S3 <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 /4„ = 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 />4G 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 />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 />W/ 1/2" GYP. <br />13 = 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 />(y = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) <br />STAIR DATA <br />STAIR <br />RISERS <br />TREADS <br />LANDINGS <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 <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 />m 1r, 2 6 2ozz <br />VIRTUAL REVIEW VrRA--S <br />Virtual Rz�ie�v cAsp; <br />planrtu Rev iew c1-0 .Ir-, : and OPP, '- 110 <br />for compliance with ti �� 2. ahr PX2300 <br />Edition by Debra Anne KI <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 />30.0 <br />-33.9 <br />N <br />N <br />O <br />N <br />N <br />Ln <br />W <br />LO <br />W <br />t. 3, <br />O <br />Fla `+ <br />W <br />L <br />2 M <br />MN <br />N U 7C)� d M <br />A, L i <br />� p 2 o <br />}W 0 <br />a: S R a <br />V_/ t U 'O <br />6 <br />•^N` V W <br />� <br />W L C) M <br />a ^ �a v <br />W <br />LAJ <br />ui W <br />WWW 2F-0 <br />W�9 0 <br />VUOa <br />Q Ia. <br />¢JJ�WCJ <br />00W§OZ0R00mZ?¢U <br />JOy <br />O <br />U) 0 <br />Q <br />Z <br />��a��nWwF_zLL <br />q�WOgH�ZWz_mU <br />p � <br />oQ o 0 oQQ <br />¢ <br />9LL ¢ <br />LL <br />O <br />Z <br />W <br />oF- <br />Ci�cMO <br />QwC7� <br />�U)Ll^ti <br />u7 <br />F—Wacri <br />r <br />00 <br />ZV ~ <br />'Z <br />W <br />.W <br />J O <br />O <br />N <br />N <br />0 <br />C14 <br />ti <br />N <br />O <br />0 <br />06 <br />•— <br />N <br />N <br />N <br />N <br />N <br />O <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />o0 <br />L6 <br />o0 <br />O <br />A <br />•' <br />N <br />O <br />CO, <br />N <br />0 <br />, <br />r' <br />0 <br />rn <br />0 <br />O <br />o <br />o <br />" <br />(6 <br />0 <br />0 <br />IN <br />j <br />o <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />Cr <br />CO <br />Z Z <br />2 <br />10 <br />_11�_o <br />WU�> <br />oFWv, <br />O <br />U��a <br />X W 2 <br />V / <br />W I- <br />Z <br />11.. N <br />qr�Q <br />F—m=OZ <br />LW.I <br />Oz <br />N <br />wM <br />�MZW <br />M <br />IL <br />Z Z LL. <br />N <br />w N <br />O��Z <br />Q <br />VDZn <br />z <br />-r ao <br />- - <br />Z <br />U <br />g <br />OL) <br />O <br />z <br />Z <br />w <br />(14 <br />" <br />W <br />N <br />C) <br />LAST PLOT DATE <br />- - <br />Jul. 21, 22 <br />O <br />1ST & 2ND FLOOR <br />J <br />PLAN A <br />
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