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Room 1 Wall 2 <br />3'-0' 1.-0. �_ 2'-6" -L 2' -0 <br />'�' 9" <br />01 01 OT <br />Room 1 Wall 3 <br />Room 1 Wall 4 <br />l'-6" 10" � 10" 0, 2'-9- k, 1 V� <br />Zit tiq� 1 01 ow ow <br />CABINETSABOVE <br />WASHER DRY <br />(OPTIONAL) (OPTIC:1)] <br />Z� L LAUNDRY <br />INTERIOR HOMES <br />SHOWER OPTION GUEST BATH <br />4 MB2 <br />KITCHEN - <br />Z( !K2 INTERIOR UNITS <br />a <br />@ 36' A.F.F. <br />FOR POSSIBLE <br />SHOWER <br />KITCHEN <br />GRAB BAR PER <br />- <br />ADA REQ. <br />- REINFORCE WALL 0 <br />17"TOIrA.F.F. <br />FOR POSSIBLE <br />r7 <br />WALLHUNG <br />BENCH SEAT <br />PER ADA REO . <br />IiZll 1 701 It <br />ADA REQUIREMENTS - <br />BATH <br />Room 1 Wall 5 <br />000000 0 <br />DW <br />�10' 2'-0- <br />01 ow <br />4V -0 <br />12'-8" <br />3'-8" <br />10'-4" <br />----------- <br />11._811 ;.-a, <br />40 <br />10 <br />3'-4" 111 71-01, UP 3'-8" <br />40 <br />40 <br />410P <br />(2) 25 SH <br />-- - - - - - - - - - - - - - - - - - - - - - - <br />EGRESS <br />iff <br />COVERED <br />PATIO <br />CV) <br />9 <br />9'-4" CLG. A.F.F. <br />00 <br />CONCRETE <br />MASTER T-16" 101-101, <br />o? <br />Cl) <br />BEDROOM 8080 S.G.D. <br />9'-4" FLAT CLG. <br />CARPET <br />T) <br />9 <br />9 <br />in <br />&D <br />04 <br />12'-11 2868 (0 <br />T-O" F-1111 1" <br />4 <br />�N <br />LIVING <br />jr <br />2868 a 2868 Room <br />9'-4" FLAT CLG. <br />V <br />I? CARPET <br />zo <br />LO <br />9 MSTR. <br />BATH <br />WIC <br />9 <br />g'-4" FLAT <br />04 <br />CLG. 00 <br />TILE <br />13'-0" <br />AV 4 <br />0- <br />9 <br />- <br />_0 <br />01 3'-0" <br />DINING <br />zo <br />9'-4" FLAT CLG. <br />10 341" "034 <br />5'-4" 2'-8 3 CARPET <br />9 <br />C� <br />SH AN I <br />E0 <br />TIL <br />TA.F.F. R&S <br />3'-T' 6'.5" <br />_1 <br />9 <br />401E <br />A % <br />- - - - - -- - - - - - - <br />9 <br />9 <br />zo <br />0 <br />FLEX <br />14 0 <br />0 <br />9 <br />ROOM fpD <br />9 <br />to <br />9'-4" FLAT CLG. LU j <br />00 111 1 K2 0 r j <br />r <br />r <br />A7� <br />9 <br />CARPET I DW I - z <br />r- <br />I III KITCH EN <br />L __ -.1 <br />9`4" FLAT CLG. <br />4'_94 <br />&D <br />5'-&' 10 W/ STUD TILE I <br />S. <br />REF <br />Sim. W/ SYP G @ 1?-- 0. C <br />3) <br />STUDS @ 12" '-034" 3' 5'-0" 2' <br />5 -4 <br />Lo L& <br />9 <br />A <br />Q <br />zo <br />5-SH S4 <br />2068 <br />D �^Bl` 0) <br />9 68 <br />�3 <H�4 C' , 4 <br />C14 5-SH �F <br />- <br />__ __ __ - 4 <br />�D <br />0 <br />F_: <br />�L <br />__ A t ... . <br />28 - - - - -- <br />1-). <br />2868 <br />2868 <br />00 <br />(3) 2X4 #2 SPF W/ LTS B �2 L UN. e <br />04 <br />BATH 2 W/ 3/4" ANCHOR BOLT & Ln 9'-4" FLAT CLG. I <br />9 <br />zo <br />)'-4" FLAT CLG. (10) 16d NAILS TILE <br />TILE DBL. oil <br />R&S 2668BF <br />04 1) Q Azz Q <br />9 <br />N. <br />2868 2668 <br />zo <br />BF <br />OWH. <br />91" 5'-034" <br />4 4 <br />9 <br />28 zo 2Zx3V' <br />OP ATTIC <br />EO ACCES-S <br />OY L_ <br />-F ER <br />C) <br />9'-4" FLAT CLG. <br />04 <br />TILE <br />9 <br />co <br />BEDROOM 2 1W <br />3068 G.T. <br />9'-4" FLAT CLG. <br />CARPET <br />0? <br />zo <br />ENTRY <br />9`4" CLG. A.F.F. N <br />CONCRETE <br />1 -CAR GARA <br />E <br />EGRESS <br />Ilk 9'-4" FLAT CLG. <br />co <br />-E <br />--- CONCRETE <br />(2) 25 SH r - - - - - - - - - <br />---I <br />I G.T. <br />III <br />OP <br />2'-4" T-O" 2'-4" <br />b <br />9. 01 <br />0 <br />9 <br />50 <br />rK I <br />S4�1 <br />9 <br />0 4'-0" 11-11Y. 8--0" <br />101. <br />10 <br />15'-8" <br />11-4- <br />01 <br />27'-4" <br />U <br />N <br />HEADER SCHEDULE <br />------- <br />MARK <br />I <br />HEADER SIZE <br />REMARKS <br />(2) - 2X6 #2 SYP W/ <br />1/2" FLITCH PLATE <br />0�> <br />(2) - 2X8 #2 SYP W/ <br />1/2" FLITCH PLATE <br />(2) - 2X1 0 #2 SYP W/ <br />1/2" FLITCH PLATE <br />(2) - 2X12 #2 SYP W/ <br />1/2" FLITCH PLATE <br />(2) - 1 3/4" X 11 1/4 <br />LVL 2.OE Fb=2950 <br />(2) - 13/4" X 9 1/4" <br />0�> <br />LVL 2.OE Fb=2950 <br />(2) - 13/4" X 16" <br />LVL 2.OE Fb=2950 <br />VERIFY VYI PLAN CORRECT LENGTH OF HEADER REQUIRED <br />SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND <br />REQUIRED STUDS <br />1IT 1399 - FLOOR PLAN <br />SCALE: Y4"=1'-O" <br />OPENING PRESSURES <br />ENCLOSED - EXPOSURE "C" <br />+33.4 -36.2 <br />+33.4 / -44.8 <br />+31.9 -34.7 <br />+31.9 / -41.8 <br />+29.9/ -32.8 <br />+29.9 / -37.8 <br />WoMff <br />SEE COVER <br />120 MPH <br />EMMIJ <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 ")C'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 class 1 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 1318" <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 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 (11 5.9mm) 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. GIa7jng 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 />I I I I I I I I= 9'-4"TOP OF MASONRY WALL <br />5017.2 "e- <br />ggIN <br />TYP. 2x FRAME WALL <br />11 j I I I'] I I III BEARING WALL <br />INTERIOR BEARING WALLS NOTED NFLOOR <br />BEARING ONLY"ARE FLOOR SYSTEM <br />SUPPORTING ONLY AND REQUIRES NO UPLIFT <br />CONNECTORS TO FLOOR SYSTEM <br />AREA TABULATION <br />1 ST 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 CONC WALL <br />R-4.1 HIGH PERM <br />EXT FRAME 2 x 4 <br />R-1 1/R-1 3 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 KRAFTFACED <br />G.C. TO COORDINATE PLUMBING TO AVOID <br />CONFLICT WITH STRUCTURAL WD. COL. <br />CD <br />M <br />(D <br />0 <br />C <br />4� <br />V� C <br />a' (D <br />+� '0 <br />E om So <br />fu <br />U 0 <br />0 <br />'a CN <br />V !� <br />mom N E <br />0 (D <br />U- <br />'03 8 <br />M <br />am) <br />fu <br />C) <br />E <br />0 cq.!d <br />0 0 <br />'r-L <br />f� 0 0) <br />:3 0 00 <br />CL 00 <br />0 <br />LO 0 <br />IT <br />CD <br />0 <br />A 0 <br />B D <br />11 1 B 11 C <br />1q,.y <br />G 9 /V <br />C� <br />I= rn 0 <br />_j <br />LL <br />4 - C`4 <br />OF-- <br />C> <br />It wi$ffi <br />L) <br />To the best of the engineees 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 />z <br />0 <br />Q) U) <br />Z <br />0 0 <br />> r-, C) <br />M CD <br />> <br />r_ fa <br />0 <br />(a <br />z <br />CY <br />. 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(5 z <br />Lu I z <br />ce P L4 <br />cl <br />LU <br />T__q <br />C%j <br />0 <br />z <br />Ln <br />Z <br />Uj o <br />LLJ 'W':c �- <br />(A �e Ce <br />0 <br />z <br />LLJ in 0 8 me <br />0 <br />U L�Li Z;; - 2 <br />ro- 0 Wz � I.- <br />z <br />0 <br />z C=Y)z Qz;i <br />LLJ LLJ 0 M 0 <br />ZC 8 r- <br />_j <br />LL <br />0 <br />2 L>u 8 <br />Uj <br />C) <br />Z <br />0) <br />�2 LLJ 0 LL Z <br />c' e, 1 <br />0*1 <br />C4e) <br />.2: <br />LL z <br />0 <br />_j z <br />_j ui <br />F- <br />c) <br />LL <br />LE <br />&i <br />Z z <br />> <br />z <br />F_ <br />0 <br /><!i D <br />SCALE <br />AS NOTED <br />PLOT DATE 05/24/2011 <br />VERSION NO. <br />1000 <br />JOB NO: 11-0667-0672 <br />SHEETNO. <br />3 <br />