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0! <br />3-3" T-3- ot <br />V-10" <br />CABINETS ABOVE <br />LAUNDRY <br />L <br />EXTERIOR HOMES <br />SHOWER OPTION GUEST BATH <br />KITCHEN - <br />EXTERIOR UNITS <br />@3rXF.F. <br />FOR POSSIBLE <br />SHOWER <br />KITCHEN <br />GPAB MR PER <br />- <br />ADA REQ. <br />— REINFORCEWALL <br />1 <br />17"MITA.F.F. <br />:1 <br />0 <br />FOR POSSIBLE <br />I LE <br />NG <br />WALLW HUNG <br />T <br />BENCH SEAT <br />P P a 0 <br />ER ADA REQ. <br />2x6BACM <br />ADA REQUIREMENTS- <br />MB2 <br />BATH <br />7t <br />9 <br />Q <br />4.. 1.1 7' <br />L 1 <br />EGRESS <br />MASTER <br />BEDROOM <br />9'4" FLAT CLG. <br />CARPET <br />112-111 <br />4 <br />6-11 <br />4 <br />--M8 - 2868 <br />MSTR. <br />BATH <br />I <br />(D <br />9'-4" FLAT <br />CLG. <br />TILE ca <br />A- <br />0� <br />C) <br />5 <br />co <br />H ��UJ`� <br />41 <br />00 <br />mom <br />7-834" <br />CRYLIG <br />BATH 2 <br />U5 <br />9-4- FLAT CLG. <br />TILE <br />W.H. <br />F 1 <br />ATTIC 1 <br />ACCES_Sj I <br />L <br />07) <br />1 -CAR GARAGE <br />9'-4" FLAT CLG. <br />CONCRETE <br />- - - - - - - - - - - - --- - <br />b F- <br />7L <br />d <br />F-: <br />1 K I.-: <br />d <br />9 <br />S4 <br />------------- 7 ---------- <br />COVERED <br />PATIO <br />9'-4" CLG. A. F.F. <br />CO'4CRETE <br />11.41 <br />2'-0" <br />8080 O.G.D. <br />LO <br />27'-0" <br />LI ING <br />ROOM <br />91.41, <br />�LAT CLG. <br />C�ARPET <br />om <br />A <br />S3 <br />LO <br />1�1_� <br />(-A 1 7- <br />U) <br />1100 <br />T-13" <br />3068 <br />FOYER C ENTR` <br />9'-4" FLAT CLG. & 9'-4" CLG. A.F <br />TILE 1 <br />CONCRETE <br />x� <br />DINING <br />9'-4'FLAT CLG. <br />CARPET <br />9-- 11 <br />4 <br />rQ <br />(:Si3:� <br />S4 <br />MIN <br />MEN L1_%1111 I <br />1 7!-0" <br />01 <br />(3) 2x4 #2 SPF w/ LTS20B <br />w/ 314" ANCHOR BOLT <br />& <br />(10) 16d NAILS <br />DEN <br />rA <br />BEDROOM 3--8 <br />-�,�Cn <br />Cn <br />uj <br />0� <br />(n <br />9'-4" FLAT CLG. <br />0 <br />uj <br />0 <br />N <br />CARPET <br />_LT <br />7'-31" <br />4 <br />2868 <br />DBL. <br />:2668 BF <br />(�� <br />1i — <br />A <br />- <br />------- ;ir <br />S, <br />3: LL <br />R&S <br />------ <br />DBL. <br />2668 BF <br />R&S <br />- - - - - - � <br />I �ul 5 <br />I Lu <br />0 E <br />01 <br />ca I <br />06 <br />13� 1 <br />Ir <br />2668 <br />G.T. <br />BEDROOM 2 <br />9'-4" FLAT CLG. <br />CARPET <br />(2) 25 SH <br />CP <br />7 <br />CN <br />CD <br />LO <br />04 <br />C1 <br />;2- <br />HEADER SCHEDULE <br />MARK <br />HEADER SIZE <br />REMARKS <br />(2) - 2X6 #2 SYP W/ <br />1/2" FLITCH PLATE <br />(2) - 2X8 #2 SYP W/ <br />— <br />1/2" FLITCH PLATE <br />(2) - 2X1 0 #2 SYP W/ <br />1/2" FLITCH PLATE <br />(2) - 2X1 2 #2 SYP W/ <br />1/2" FLITCH PLATE <br />(2)-13/4 X 11 1/4 <br />LVL ME Fb=2950 <br />(2) - 13/4" X 9 1/4" <br />LVL 2.OE Fb=2950 <br />(2) - 1 3/4" X 16" <br />LVL ME 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 />F_ <br />UNIT 1501 FLOOR PLAN <br />SCALE: Y4"=1'-O" <br />OPENING PRESSURES <br />ENCLOSED - EXPOSURE 'PC" <br />+33.4 / -36.2 <br />+33.4 / -44.8 <br />+31.9/-34.7 <br />+31.9 / -41.8 <br />& <br />+29.9/ -32.8 <br />+29.9/-37.8 <br />(��) <br />SEE COVER <br />120 MPH <br />J�) <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 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 13/8" <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 (1 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. 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 />:I o I <br />e - 0 <br />I a -.1 :F-11 V 10 154MOTM, <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 />1 ST 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-1 1/R-13 KRAFT FACED <br />rA_-� G.C. TO COORDINATE PLUMBING TO AVOID <br />�� CONFLICT WITH STRUCTURAL WD. COL. <br />EPM <br />a) C <br />a <br />.0 <br />0 <br />V� <br />(V (1) <br />E 'oo 0oo <br />U 0 <br />o <br />0 tc, <br />j <br />100 F E <br />0 (D <br />V) <br />F0 0 00 <br />:9 Gi <br />-0 -0 <br />�/ a) <br />(D <br />08� 00 <br />C <br />C: <br />Cu <br />'E <br />'m am) <br />C\l 14 <br />01 o <br />CL 0 <br />0 OD <br />0. OD <br />0 <br />co < P <br />u) <br />6 <br />A <br />N C*� D C <br />C <br />P <br />it, <br />0 .. <br />8 <br />D. <br />- <br />'IE/V <br />In <br />UL. 00 <br />D co <br />'561a <br />0 <br />LL. <br />0 <br />A E <br />6 <br />c <br />IN L6 <br />jif <br />0 <br />Ln AL <br />ctv <br />To the best of the engineer's knowledge and <br />understanding, the structural plans and <br />specifications cornpl�j widi the 2007 Floricia <br />Building Code, Residential with 2009 revisions <br />signed and sealed for the structural portion of this <br />drawing. <br />0 <br />Z Ln <br />Cn <br />0 :3 CD <br />4 <br />" US <br />V) %D <br />> r-, CD <br />M CD <br />Z <br />> <br />0<_ <br />0 <br />13e :Z .:. <br />< <br />Z <br />Z _j <br />LU <br />LU <br />_j C) fa <br />Ln Q) <br />Ln U <br />Ln <br />Z <br />Z <br />LU <br />� 2 Z <br />uj u- 0 <br />Z Ln <br />� 2 <br />V_ <br />EZ0 <br /><. <br />X IN a 0 <br />Z < C.) <br />Z <br />>. <br />Z 0 a. Oc <br /><U� <br />4 u-, i.- <br />C) <br />ZZ <br />Z 0 a: Lu <br />15 ine <br />C� <br />>t <br />840 <br />Zi <br />tj <br />- S 8 -0 <br />Q� 0 <br />Lu C%1 <br />F 2 <br />0. 0 Z @ <br />T-1 <br />c) <br />LU <br />�2 = Z <br />�; L4 <br />Ln <br />Z Z <br />T­1 <br />g <br />i: <br />0 <br />ui _j <br />U, ce 0 <br />R <br />11, i% . <br />Z U <br />0 0 0 ce <br />P -A -, 2 <br />0 <br />Z <br />01! <br />0 Z <br />0 <br />UZ, ce l­_ <br />&E Z <br />UJ ZO =01 0 <br />0 U <br />:5 <br />1. <br />r*4 <br />_j <br />LL 2 <br />8 <br />LU <br />T__1 <br />C) <br />Z <br />3 <br />1. 0 LL Z <21- <br />ce X 0 <br />< 0 0 <br />0 <br />C) UIP <br />D fie a <br />Z <br />0 <br />Lo <br />< <br />_j LU LLI <br />i <br />< <br />c) <br />Z <br />LLI <br />> <br />U*) <br />Z Z <br />Z <br />0 <br />0- Z) <br />SCALE: <br />AS NOTED <br />PLOT DATE: 05/24/2011 <br />VERSION NO. <br />1000 <br />JOB NO: 11-0667-0672 <br />SHEET NO. <br />4 <br />