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37623-37643 Georgina Ter
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37623-37643 Georgina Ter
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Last modified
3/4/2025 11:50:56 AM
Creation date
2/19/2025 9:14:46 AM
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Building Plans
Street #
37623-37643
Location
Georgina Ter
Contractor
Lennar Homes LLC
Building Plans - Permit #
12439-12444
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N <br />Room 1 Wall <br />T-0" L 1'-0" L 2'-6" L 9" �� 2'-0" <br />Room 1 Wall Room 1 Wall <br />T-6" V-6" 10" L 10" 2.-9" 1W <br />CABINETS ABOVE <br />000 ® o000 <br />WASHER DRYER <br />(OPTIONAL) (OPTIONAL) <br />KITCHEN - <br />INTERIOR UNITS <br />a <br />@ 3G A.F.F. <br />FOR POSSIBLE <br />SHOWER <br />KITCHEN <br />GRAB BAR PER <br />ADA RED. <br />REINFORCE WALL <br />1T T019' A.F.F. <br />FOR POSSIBLE <br />WALLH <br />BENCUNG <br />H SEAT <br />BENCSEA <br />PER ADA REQ. <br />I <br />a 6 BAjMNG --Z <br />Room 1 Wall <br />000000 0 <br />DW <br />0 <br />L10" t'i1i 2'-0"01 ow %�3�. <br />Q <br />r <br />WT�U <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 2.0E 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 />OPENING PRESSURES <br />ENCLOSED-EXPOSURE"C" <br />AO <br />+33.4 / -36.2 <br />© <br />+33.4 / -44.8 <br />W <br />+31.9 / -34.7 <br />OD <br />+31.9 / -41.8 <br />( <br />+29.9/ -32.8 <br />OF <br />+29.9 / -37.8 <br />GG <br />0M <br />SEE COVER <br />120 MPH <br />OH <br />SEE COVER <br />r,pnprni nntpc <br />If water based ceiling texture material is used, Provide Yi" <br />gypsum board for 16" O.C. Framing, or 5/8" gypsum board <br />for 24" o.C. Framing. Note Yz" 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 />with Yz" 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 its <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 />5-SH _�H4�_ F ui �� > �' F <br />LAUNDRY M82 ADAREQUIREMENTS- 2s6s W2868L oBATH 2868 N T~ WALL LEGEND <br />INTERIOR HOMES <br />SHOWER OPTION GUEST BATH <br />UNIT 1399 -FLOOR PLAN <br />SCALE: Y4"=1'-0" <br />9'-4" TOP OF MASONRY WALL <br />TYP. 2x FRAME WALL <br />BEARING WALL <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 <br />1400 S.F. <br />GARAGE <br />241 S.F. <br />LANAI <br />101 S.F. <br />ENTRY <br />21 S.F. <br />TOTAL SQ. FT. <br />1763 S.F. <br />INSULATION REQ. <br />LOCATION <br />R-VALUE / TYPE <br />EXT CONIC 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 />(GARAGE / LIVING) <br />R-11/R-13 KRAFT FACED <br />OG.C. TO COORDINATE PLUMBING TO AVOID <br />CONFLICT WITH STRUCTURAL WD. COL. <br />L <br />C <br />.y <br />M <br />N C <br />N <br />'on (0 <br />o N <br />ono EEQ <br />f6 <br />Im v a <br />m <br />: <br />ra <br />BEM <br />0 d MN Y <br />' U <br />�o.oa) <br />' 0. OD <br />OD <br />Ct)Qr <br />rn � <br />0 <br />A � <br />N C�BYD C <br />ss •".. *. N•• <br />�` •••• ICE <br />O <br />� M OPN <br />o <br />Z <br />W�11lI�IIIINI�'"' <br />J <br />� <br />O <br />To the best of the engineers 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 />3 <br />O <br />N M <br />Z ,:Lj ct <br />_ 7 r <br />to n CD <br />� ajMO <br />Q O <br />F-- M LL <br />L <br />Z n <br />W <br />JLn (1) <br />In U <br />`� <br />W <br />rl <br />Q <br />Z <br />W <br />wLG <br />W m Q W <br />O <br />gZ>.Z<0 <br />M <br />Z 8a<W <br />r-I <br />~�Z <br />O <br />;2 :5 W OC J <br />do-? pLn <br />Y / <br />N <br />° o-Ni 0 W N <br />OZ© <br />W <br />ce <br />W <br />O <br />l0 <br />rl <br />Z <br />lli <br />T <br />I� <br />LLI I,- � <br />ce <br />a <br />O <br />V I Y <br />0 <br />Woo�Ile <br />OV <br />o z w <br />z <br />0 <br />LU C' 25 z <br />LOU <br />C:) <br />LL��>o� <br />�1 <br />1� <br />z <br />W W0LLZQ <br />� <br />I.A <br />M <br />���EZ <br />cy-O7--I <br />0 <br />I T <br />a w <br />Z <br />tD <br />to <br />u_ <br />> <br />g j <br />Z <br />00 <br />a <br />SCALE <br />AS NOTED <br />PLOT DATE: 08 / 17 / 2011 <br />VERSION NO. <br />1000 <br />JOB NO: 11-1198-1203 <br />SHEET NO. <br />3 <br />
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