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.r ,ni".n nj:a =Inu F2 <br />T-3" T-3" <br />V-10" 01 <br />CABINETS ABOVE <br />WASHER DRYER <br />(OPTIONAL) (OPTroNAL) <br />LAUNDRY <br />EXTERIOR HOMES <br />SHOWER OPTION GUEST BATH <br />KITCHEN - <br />K 1 EXTERIOR UNITS <br />6 <br />@ 36' A.F.F. <br />FOR POSSIBLE <br />SHOWER <br />KITCHEN <br />GRAB BAR PER <br />ADA REO. <br />REINFORIREQ. <br />1TT019FOR <br />POSWALL <br />HU <br />BENCH SPERADA <br />Mgt ADA REQUIREMENTS - <br />BATH <br />A <br />00 <br />�I__: <br />70 <br />O <br />0 <br />r- <br />0 <br />v <br />I_ <br />27' <br />10'-4" 11 <br />EGRESS <br />W <br />MASTER <br />BEDROOM <br />CV <br />9'4" FLAT CLG. <br />CARPET <br />1 <br />Ll <br />-----------I <br />COVERED <br />PATIO <br />9'-4" qLG. A.F.F. <br />CO CRETE <br />I <br />I <br />2'-0" <br />I I <br />8080P.G.D. 1 <br />N t� <br />'0117-114' <br />2868Tt <br />7'-O" 5'-114" <br />A <br />2868- 2868 <br />S3 <br />L I I N G <br />ROOM <br />I <br />9-4 LAT CLG. <br />io I <br />T MSTR. <br />R PET <br />l <br />- <br />BATH i <br />I <br />O 9'-4" FLAT <br />j <br />I <br />CLG. <br />TILE <br />� i WIC <br />VV <br />I N <br />I <br />3'-0" <br />O <br />5' <br />- - -4" '-6" <br />2'-5- <br />4 <br />u, <br />N <br />_ 60"x36' <br />HW AN <br />I <br />- M TIL <br />- <br />q <br />04 <br />7' A.F.F. R&S <br />T-6" 1 <br />- <br />5-SH <br />- <br />FOYER 30� <br />© ENTRY <br />- ----- <br />9'-4" FLAT CLG. <br />CLG. A.F <br />F. <br />REF 2068 BF <br />TILE CONCRETE <br />1 <br />_ <br />o <br />I <br />QLu <br />00 K 1 <br />00 <br />M <br />y <br />in oc = 9'-5" � <br />1 <br />KITCHEN <br />1 <br />I 9'-4" FLAT CLG. STUDS 1 I <br />I TILE Co 1 12" O.C. <br />42" HIGH <br />_ D <br />KNEEWALL <br />D I N I N G <br />S3 SINK w/ G I I DISPOSAL <br />9'-4' FLAT CLG. <br />r - - - S3 I <br />1 DNV <br />CARPET (-A�\ <br />_ <br />04 <br />5-SH <br />00H4 <br />4 <br />N <br />Q D <br />S4 I S3 S3 <br />- 668 BE <br />ILE/SH R n <br />' <br />07'A.F 1 <br />---- <br />- <br />2'-84" 6,_0„ -4" <br />4'-0" <br />CRYLI BATH 2 2868 <br />00 <br />7`0" <br />9'-4" FLAT CLG. <br />Cn <br />(3) 2x4 #2 SPF w/ L S20B <br />TILE <br />w/ 3/4" ANCHOR BOLT & <br />.1068 <br />(10) 16d NAILS - <br />N <br />DEN <br />W.H.BEDROOM <br />3_6 LIJ <br />9'-4" FLAT CLG. w <br />LO <br />N <br />CARPET <br />7'-04 4'-0" <br />L& <br />'4„ <br />_ 7-34 <br />F -"3''I <br />or <br />2868 <br />2868 <br />ATTIC <br />DBL. <br />1 L \ ACC€�S� <br />2668 BF <br />07 <br />A <br />c <br />S3 <br />----- _ _ <br />--- <br />r <br />I <br />�I <br />R&S N <br />1-CAR GARAGE <br />DBL. <br />26686E I �- <br />uj <br />R&S <br />- - -- <br />I —� <br />-, <br />I <br />9'-4" FLAT CLG. <br />o' <br />0 I co <br />I06 <br />CONCRETE <br />I <br />I <br />I 2668 <br />I <br />- <br />2868 <br />QF <br />xv <br />G.T. <br />I I <br />I I <br />I o <br />BEDROOM 2 _ <br />9'-4" FLAT CLG. <br />K ~ CARPET <br />I S4 I C7 - <br />I I <br />I I I <br />I I <br />8070 GARAGE DOOR (2) 25 SH O <br />EGRESS <br />'-2" L 8'-0" <br />11aili <br />am <br />0 <br />N <br />HEADER SCHEDULE <br />MARK <br />HEADER SIZE <br />REMARKS <br />H 1 <br />(2) - 2X6 #2 SYP W/ 1/2' <br />FLITCH PLATE <br />H2 <br />(2) - 2X8 #2 SYP W/ 112" <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 9 1/4" <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 />UNIT 1501 - FLOOR PLAN <br />SCALE: Y4"=1'-W <br />OPENING PRESSURES <br />ENCLOSED-EXPOSURE"C" <br />OA <br />+33.4 / -36.2 <br />© <br />+33.4 / -44.8 <br />© <br />+31.9 / -34.7 <br />OD <br />+31.9 / -41.8 <br />OE <br />+29.9/ -32.8 <br />OF <br />+29.9 / -37.8 <br />GG <br />SEE COVER <br />120 MPH <br />SEE COVER <br />General notes <br />If water based ceiling texture material is used, Provide Y2" <br />gypsum board for 16" O.C. Framing, or 5/8" gypsum board <br />for 24" o.C. Framing. Note Y2" 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 dud <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 Y2" 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 dear 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 />cannot pass <br />WALL LEGEND <br />■■■■■�i • - OF • • - <br />10'-8- 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 1517 S.F. <br />GARAGE 260 S.F. <br />LANAI 104 S.F. <br />ENTRY 20 S.F. <br />TOTAL SQ. FT. 1901 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 />N <br />s_ <br />N <br />C <br />.N <br />m <br />U) <br />l) <br />vi C I- <br />� N <br />N <br />rro -0 <br />M D <br />0 <br />O0)0) <br />_ <br />C M O O <br />Ln <br />m '0V <br />m <br />r6 <br />�FLM(D <br />OC,tj_ <br />N <br />'gingidiiiiiai <br />' U <br />0 fs <br />'o a 00 <br />cnar__ <br />rn � <br />0 <br />A� <br />B D® <br />N C B D C <br />`�� ct}tt <br />� Ns •• <br />N <br />H <br />./ <br />�, <br />o <br />%714 . OF <br />< <br />LL <br />U <br />To the best of the engineers knowledge and <br />understanding, the structural plans and <br />specifications comply with the 2007 Florida <br />Budding Code, Residential with 2009 revisions <br />signed and sealed for the structural portion of this <br />drawing. <br />O <br />N fh <br />Z ate► M <br />Duo <br />�M O <br />)rn <br />Q .i <br />ON <br />Z <br />L <br />N <br />4-J <br />Z O <br />J <br />LU <br />JLn� <br />� V <br />a <br />Z <br />LU <br />w L <br />z <br />Wco Q�2� <br />0 <br />IM <br />pz>.DaV <br />¢ <br />z }g <br />��ZZPzo <br />7zp J <br />N <br />o�U� <br />53dW8N <br />0 <br />� H© <br />W <br />T--1 <br />ko <br />NO <br />to <br />Ln <br />Z Z <br />Y <br />J <br />Q <br />a <br />� <br />ti�< <br />aZUo <br />Ii <br />p <br />DC <br />000� <br />o°W�s <br />O <br />Z:8'X <br />Z <br />C:)1--1 <br />O <br />J <br />~0�aa� <br />"' <br />�--I <br />Z �.L <br />$$0 <br />W <br />O <br />�— <br />O Za <br />w a <br />aa�u0S <br />N <br />1 Lo <br />O <br />Q <br />T <br />< 0- <br />u_ <br />W <br />W <br />Z <br />z Z <br />O <br />g <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 />4 <br />