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Room 1 Wall <br />T-O" 1111 " 2'-6" 9" (3'� 2'-0" L <br />Room 1 Wall 3 Room 1 Wall Room 1 Wall <br />00000❑ O <br />DW <br />0 <br />00, 3'-6" 1'4" 10" L 10'° 2'-9" 1_0"L 10" 2'-0" or or or <br />411 or <br />CABINETS ABOVE <br />0 0 o O <br />I 0 0 0 0 I O& <br />WASHER <br />DRYER <br />(OPTIONAL) <br />(OPTIONAL) <br />LAUNDRY <br />INTERIOR HOMES <br />SHOWER OPTION GUEST BATH <br />KITCHEN - <br />K2 INTERIOR UNITS <br />REINFORCE WALL <br />@ 36' AF.F. <br />FOR POSSIBLE <br />SHOWER <br />KITCHEN <br />GRAB BAR PER <br />ADA REQ. <br />REINFORCE WALL <br />17" T O' A.F.F. <br />FOR POSSIBLE <br />BENCHWALL NG <br />BENCH SEAT <br />PER ADA REQ <br />__�_/mBACKING <br />MB2 ADA REQUIREMENTS - <br />BATH <br />0 <br />n <br />T-8" <br />1-4- <br />1 <br />L1 <br />14'-0" <br />10'-4" <br />T-0" <br />(2) 25 SH <br />EGRESS <br />MASTER <br />BEDROOM <br />9'-4" FLAT CLG. <br />CARPET <br />12'-11 <br />T-O" <br />Zft 2868 9 <br />V <br />MSTR. <br />BATH <br />)9'-4" <br />C <br />FLAT <br />CLG. <br />- <br />TILE <br />05 <br />v <br />c� <br />5'-4" <br />T A.F.F. <br />FLEX <br />ROOM <br />9'-4" FLAT CLG <br />CARPET <br />■ <br />1 V-8" <br />COVERED <br />PATIO <br />9'-4" CLG. A.F.F. <br />CONCRETE <br />1'-6" 10'-10" <br />8080 S.G.D. - <br />CV <br />2868 c° <br />5'-114 <br />01 <br />2868 <br />u') <br />WIC <br />I V) <br />co <br />i7 <br />7 <br />� <br />IN <br />I v <br />I <br />' 31 <br />I <br />I <br />_Q, <br />3' <br />v <br />SIM. w/ SYP <br />G <br />STUDS @ 12" <br />S3 <br />5'_04" <br />O.C. <br />- <br />D o 5-SH = <br />' T <br />S3 = <br />�__>_ <br />2868 - - <br />I[OD2868 �1e <br />(3) 2x4 #2 SPF w/ LT <br />20B <br />BATH 2 w/ 3/4" ANCHOR BOLT <br />& <br />4' FLAT CLG. (10) 16d <br />AILS <br />TILE <br />,r, <br />--R&5--- - <br />N <br />2868 2668 <br />BF <br />2868 <br />_ <br />OP <br />2'-4" <br />2'-8" <br />BEDROOM 2 <br />9'-4" FLAT CLG. <br />CARPET <br />EGRESS <br />(2) 25 SH <br />T-O" <br />1 <br />L1 <br />LIVING <br />ROOM <br />9'-4" FLAT CLG. <br />CARPET <br />r; <br />N <br />13'-0'4 <br />01 <br />DINING <br />9'-4" FLAT CLG. <br />CARPET <br />3-1 <br />i <br />i <br />ii O <br />o ��Qy o <br />O� N 3 <br />0o III K2 0 p <br />c� D/VV r Z <br />KITCHE <br />11 IS <br />-, 9'-4" FLAT CLG. l <br />@ STUDS ( G TILE REF <br />@ 12" O.C. S3S3 /1 <br />I <br />M 3'-4° 5'_0� L. 2' " 01 <br />Q <br />S4 D <br />b 2068 BF °' 2068 Z: <br />iv 5-SH 4__ F S3 <br />rii <br />7�� <br />I <br />�I <br />LAUN. <br />�, 9'-4" FLAT CLG. <br />TILE I �_ <br />DBL. of � <br />2668 BF <br />2868 <br />10'-8" <br />F - -„_22�r38 <br />I ' - ATTIC <br />Ic ACCESS <br />FOYER L----- <br />9'-4" FLAT CLG. <br />TILE <br />T 3068 V <br />- U•1• <br />1 <br />r <br />ENTRY <br />07 <br />' <br />9'-4" CLG. A.F.F. <br />a <br />CONCRETE <br />1-CAR GARA <br />E <br />- - - - - - - <br />-- <br />9'-4"FLAT CLG. <br />- <br />CONCRETE <br />- - -- - - - - - -- <br />- <br />24"- <br />or <br />I - <br />I <br />I <br />- <br />■ <br />- <br />I <br />I <br />I <br />I <br />I <br />I <br />_ <br />S4 <br />IL <br />11'4" 4'1 1'-10" 8'-0" 1'-10" <br />15'-8" <br />27'-4° <br />80 <br />HEADER SCHEDULE <br />MARK <br />HEADER SIZE <br />REMARKS <br />H 1 <br />(2) - 2X6 #2 SYP N// <br />1/2" FLITCH PLATE <br />H2 <br />(2) - 2X8 #2 SYP W/ <br />1/2" FLITCH PLATE <br />(2) - 2X10 #2 SYP W/ <br />H3 <br />1/2" FLITCH PLATE <br />H4 <br />(2) - 2X12 #2 SYP W/ <br />1/2" FLITCH PLATE <br />(2) - 1 3/4" X 11 1/4 <br />H5 <br />LVL 2.0E Fb=2950 <br />- <br />(2) - 1 3/4" X 9 1/4" <br />H6; <br />LVL 2.0E Fb=2950 <br />(2) - 1 3/4" X 16" <br />�7> <br />LVL. 2.0E Fb=2950 <br />* VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED <br />' SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND <br />REQUIRED STUDS <br />60 <br />00 <br />C? <br />o0 <br />�0 <br />UNIT 1399 -FLOOR PLAN <br />SCALE: Y4"=1'-O" <br />OPENING PRESSURES <br />ENCLOSED-EXPOSURE"C" <br />OA <br />+33.4 / -36.2 <br />© <br />+33.4 / -44.8 <br />+31.9 / -34.7 <br />+31.9 / -41.8 <br />(J <br />+29.9/ -32.8 <br />O <br />+29.9 / -37.8 <br />G <br />SEE SN SHT. <br />12Q MPH <br />SEE SN SHT. <br />1�jo <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 Yi' 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 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 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 />MEN <br />Birl�r��r�� <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 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 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 />rn <br />L <br />.N <br />j <br />E <br />Vi C <br />l­_ N <br />-0 <br />c. <br />0�� <br />O N <br />NNr. <br />oc,)0 0 <br />� <br />m N d U <br />N <br />A co 1.0 <br />CIO <br />f6 _ <br />L <br />0 <br />m <br />N O <br />U <br />Lao+ <br />0 a00 <br />izz,0 <br />m �- <br />6 <br />A D <br />B D. <br />N C B.p <br />\ 0 <br />C <br />XP <br />o <br />CD <br />o <br />LO <br />1 W co <br />0 <br />0 ` "Igo U) ^ <br />�' <br />N <br />6 <br />s <br />8Z <br />d <br />U <br />a <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 />'-4 M <br />N M <br />o f <br />z.+!-'M <br />6 <br />O1.0 <br />Iq <br />(n <br />> 1`111 O <br />Q ajMl� <br />> �--1 <br />Q 'i r6 t <br />� <br />� N <br />� N <br />L <br />Z = 4-J <br />0) fa <br />J <br />LU <br />LLU <br />C:) a) <br />to (ll <br />Ln U <br />mi <br />,--I <br />z <br />LU <br />0 Z <br />WLLo <br />J <br />� <br />wZco ►-� i <br />--M:(ao0 <br />M <br />w <br />T I <br />~O <br />z r z 4 U <br />Q U <br />TI <br />z <br />_��wf-Z <br />Q Q Q <br />® <br />1 <br />c�z0kaw <br />cegLu <br />of LO <br />TI <br />0����0 <br />U=0bujN <br />TI <br />~ o- ZOO <br />Lbw <br />J <br />O <br />``7—^1 <br />W <br />J <br />l0 <br />III I <br />TI <br />Lli <br />z <br />i <br />J <br />a. <br />Lu <br />u,,®< <br />¢ZUn <br />u,000� <br />U~`�m° <br />z <br />O obu, <br />za01zz <br />O WC1a7 <br />M <br /><LI<F- <br />D Q <br />1 <br />R;g O o- <br />LU <br />C:)Q���a <br />1 <br />ww0u-za¢ <br />=) <br />oC <br />Ll� <br />M ��8Z <br />1 <br />a LL Lj <br />z< <br />,--I <br />r I <br />s— <br />J 0 seU.,O <br />¢ - <br />Z <br />0 <br />H <br />a LL <br />W <br />(� <br />z Z <br />g <br />Z <br />Oo <br />SCALE : <br />AS NOTED <br />PLOT DATE : 03 / 31 / 2011 <br />VERSION NO. <br />1000 <br />JOB NO: 11-0441-0444 <br />SHEET NO. <br />3 <br />T 1- 1 N 1 ii. I_ __ _ _. _ _ _-:.- -_ --I - - __... --� __i-I;g;j., It A.r . iiW <br />