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37610-37622 Georgia Ter
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37610-37622 Georgia Ter
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Last modified
3/24/2025 8:04:12 PM
Creation date
2/27/2025 11:24:08 AM
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Building Plans
Street #
37610-37622
Location
Georgia Ter
Contractor
Lennar Homes
Building Plans - Permit #
12445-12448
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i <br />Room 1 Wall <br />3'-0" 1'-0" 2'-6" 1 9" 2'-0" <br />Room 1 Wall 3 <br />0® 0 <br />3'-6" V-6" <br />10" <br />CABINETS ABOVE <br />0 0 0 00 <br />WASHER DRYER <br />(OPTIONAL) (OPTIONAL) <br />LAUNDRY <br />INTERIOR HOMES <br />SHOWER OPTION GUEST BATH <br />Room 1 Wall 4 <br />Room 1 Wall 5 <br />000000 0 <br />DW <br />0 <br />a�Li�i � ��L'a�7L':� �i•�GG� <br />� KITCHEN - <br />KZ INTERIOR UNITS <br />a <br />REINFORCE WALL <br />@ 36" A.F.F. <br />FOR POSSIBLE <br />SHOWER <br />KITCHEN <br />GRAB BAR PER <br />ADA REQ. <br />REINFORCE WALL <br />17" TO 19. A-F.F. <br />FOR POSSIBLE <br />H BENCH SEAT <br />BENCT <br />PER ADA REQ <br />2x6 BACKING <br />Mgt ADA REQUIREMENTS - <br />BATH <br />MASTER BEDROOM ARCH <br />SCALE: 318' =1'-0' <br />0 <br />Y <br />0 <br />26-8" <br />14'-0" <br />12'-8" <br />_ <br />3'-8" <br />10'4' <br />3'4" <br />7-0" <br />S-8" <br />2) 25 SH �= <br />EGRESS <br />SITTING <br />PATIO <br />_ <br />ROOM <br />= - <br />9'-4" CLG. A.F.F. <br />CONCRETE <br />9'4' FLAT CLG <br />CARPET © <br />2868 <br />bo <br />- <br />2'-0" 7-8„ 2'-0" <br />k <br />6" <' <br />----- ARCH-- <br />:-- <br />1 <br />L1 <br />-- <br />2868 <br />I <br />I <br />I <br />_ <br />— <br />I <br />I <br />MASTER <br />- <br />9' 4" FLAT 9-4- FLAT <br />- <br />CLG. BEDROOM CLG. <br />-- <br />10'4" TRAY CLG. <br />CARPET <br />- <br />- <br />I I TYP. <br />I I <br />It <br />_ <br />2'-2" 410t 4'-11" <br />S-104" <br />10 <br />-0" S-3" <br />_ <br />EV <br />- <br />I <br />ARCH (71R&S <br />TO7-8"TOP --------ca <br />OF ARCH}. <br />- <br />i <br />i U) <br />Ca <br />I C <br />WIC <br />i <br />it <br />O <br />DBL. R <br />J <br />2668 BF <br />2668 <br />1 <br />27 4' <br />10'-10" <br />8080 S.G.D. <br />O <br />LIVING <br />ROOM <br />9'-4" FLAT CLG. <br />CARPET <br />13'-04" <br />DINING <br />9'-4" FLAT CLG. <br />CARPET <br />N <br />1'-10" <br />2 <br />O CV <br />Eo in <br />M <br />0 <br />N <br />HEADER SCHEDULE <br />MARK <br />HEADER SIZE <br />REMARKS <br />H1 <br />(2) - 2X6 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />H2 <br />(2) - 2X8 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />H3 <br />(2) - 2X10 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />H4 <br />(2) - 2X12 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />H5 <br />(2) - 1 3/4" X 11 1/4 LVL <br />2.0E Fb=2950 <br />H6 <br />(2) - 1 3/4" X 91/4" <br />LVL 2.0E Fb=2950 <br />H7 <br />(2) - 1 3/4" X 16" <br />LVL 2.OE Fb=2950 <br />(2) - 2X4 #2 SYP W/ 1/2" <br />Follow Q/S4. See Plan for <br />R.A.G. <br />FLITCH PLATE <br />Bearing Wall Call Out When <br />Straps are Required <br />VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED <br />* SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND <br />REQUIRED STUDS <br />00 <br />2 <br />00 <br />�F_: <br />TO <br />�� <br />UNIT 1398 - FLOOR PLAN <br />SCALE: %4'=1'-0" <br />OPENING PRESSURES <br />ENCLOSED -EXPOSURE' <br />(A <br />+33.4 / -36.2 KB <br />+33.4 / -44.8 <br />+31.9 / -34.7 (�J <br />+31.9 / -41.8 <br />® <br />+29.9/ -32.8 ® <br />+29.9 / -37.8 <br />SEE COVER HO <br />j 20 MPH <br />SEE COVER <br />General notes <br />If water based ceiling texture material is used, Provide %' <br />gypsum board for 16" O.C. Framing, or 5/8" gypsum board <br />for 24" o.C. Framing. Note %' sag -resistant gypsum board <br />may be used I.L.O. Of 5/8" gypsum. 5/8" type "X" gypsum <br />board must be installed on garage ceiling beneath habitable <br />room(s). <br />R309.1.1 Duct Penetration. Ducts in the garage and ducts <br />penetrating the walls or ceilings separating the <br />dwelling from the garage shall be constructed of a minimum <br />No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid <br />nonmetallic class 0 or classl duct <br />board, or other approved material and shall have no <br />openings into the garage. <br />Door from garage into house must be a minimum 1 3/8" <br />solid wood door, solid or honeycomb steel door, or 20 <br />minute fire rated door. <br />Any accessible space under a stairway shall be protected <br />Wit h 2 gypsum <br />board. <br />All doors and windows providing direct access from the <br />home to the pool shall be equipped with an exit alarm <br />complying with UL 2017 that has a minimum sound <br />pressure rating of 85 db a at 10 feet. The exit alarm shall <br />produce a continuous audible warning <br />when the door or window are opened. <br />Bathroom exhaust fans must vent to the exterior of the <br />building, exhaust to attic space and soffits is not <br />acceptable. <br />The garage shall be separated from the residence and it's <br />attic by not less than 1/2-inch(12.7mm) gypsum board <br />applied to the garage side. Garage beneath rooms shall be <br />separated from all habitable <br />rooms above by not less than 5/8 inch (15.9mm) type X <br />gypsum board or equivalent. Where the separation is a <br />floor -ceiling assembly, the structure supporting the <br />separation shall also protected by not less than 1/2 inch <br />(12.7mm) gypsum board or equivalent. <br />R613.2 Window sills In dwelling units, where the opening <br />of an operable window is located more than 72 inches <br />(1829 mm) above the finished grade or surface below, the <br />lowest part of the clear opening of the window shall be a <br />minimum of 24 inches (610 mm) above the finished floor of <br />the room in which the window is located. Glazing between <br />the floor and 24 inches (610 mm) shall be fixed or have <br />openings through which a 4-inch-diameter (102 mm) sphere <br />cannotpass <br />WALL LEGEND <br />INTERIOR BEARING WALLS NOTED "FLOOR <br />BEARING ONLY" ARE FLOOR SYSTEM <br />SUPPORTING ONLY AND REQUIRES NO UPLIFT <br />CONNECTORS TO FLOOR SYSTEM <br />AREA TABULATION <br />1ST FLOOR LIVING 1400 S.F. <br />GARAGE 241 S.F. <br />LANAI 101 S.F. <br />ENTRY 21 S.F. <br />TOTAL SQ. FT. 1763 S.F. <br />INSULATION REQ. <br />LOCATION <br />R-VALUE / TYPE <br />EXT CONC WALL <br />R-4.1 HIGH PERM <br />EXT FRAME 2 x 4 <br />R-11/R-13 KRAFT FACED <br />EXT FRAME 2 x 6 <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 />®G.C. TO COORDINATE PLUMBING TO AVOID <br />CONFLICT WITH STRUCTURAL WD. COL. <br />N <br />E <br />rn <br />0 <br />V <br />5 <br />_ � <br />C. <br />vi E <br />M <br />f— N <br />v <br />o <br />L <br />O 02 <br />00 (K <br />co <br />2 0 O <br />m o t U <br />Cl) <br />V ( <br />co LL M N <br />1` <br />0�N O <br />N <br />U <br />a0 m <br />aim <br />0Q� <br />0 <br />A <br />U <br />XP <br />A, <br />�7 <br />�La W <br />��� <br />�•'•...e, <br />10. <br />L <br />�Od <br />'}+"""•, <br />M Z <br />o '•+r..... ••01 <br />Ar' /DNA% 04C7\ <br />0%% <br />To the best of the engineer's knowledge and <br />understanding, the structural plans and <br />specifications comply with the 2007 Florida <br />Building Code, Residential with 2009 revisions <br />signed and sealed for the structural portion of this <br />drawing. <br />O <br />� M <br />(V <br />M <br />Z.a�_-'M <br />i <br />0 <br />V) C) <br />Q � cM O <br />,—r <br />d -a Ok <br />Q W .0 <br />R3 LL <br />p[ L N <br />2 <br />z � <br />Z <br />J <br />LU <br />LU <br />LA W <br />LnLn V <br />rl <br />Q <br />Z <br />LU <br />w LL O <br />J <br />LuCoLU ZZ5_� <br />�} <br />V <br />U H M ON 8 O <br />OZ0aV <br />r I <br />Z Q U 2:Q <br />Q Q <br />Z <br />1� <br />O <br />W~Z <br />W <br />� <br />r� <br />W O <br />0a Uo <br />O�� �o <br />T� <br />MO jW N <br />Ha0Z@ <br />� <br />O <br />� <br />� C w <br />5 J <br />W <br />NO <br />Lo <br />Z <br />� <br />Q <br />^ <br /><OQ <br />O LL <br />a <br />Uo00� <br />�Zmo <br />p <br />1 0 <br />W <br />zo��ozz <br />z <br />O <br />Q < _j <br />,--1 <br />J <br />o F- <br />OLL�> <br />H <br />W <br />Z LL <br />0a <br />W W O LL Z Q <br />00 <br />a=aoo <br />a�0 <br />CL <br />O <br />J Y W <br />CL <br />aa�X <br />O <br />LL <br />W <br />F <br />Z Z <br />z <br />O <br />g Z) <br />SCALE : <br />AS NOTED <br />PLOT DATE: 09 / 10 / 2011 <br />VERSION NO. <br />1001 <br />JOB NO: 11-1260-1263 <br />SHEET NO. <br />2 <br />
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