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BATHROOM 3 <br />OPENING AT FAMILY RM. <br />TOWARDS DINING RM. <br />MIRROR <br />\ TOWEL BAR <br />o <br />r; <br />0 <br />M <br />� <br />BATHROOM <br />MASTER BATHROOM <br />A <br />S3 <br />CV <br />TYP. <br />U.N.O. <br />m <br />N 00 <br />LO <br />VENEER KEY PLAN_ <br />SCALE: 1/8 "=V-0" <br />I <br />I <br />I <br />5068 r <br />L <br />N <br />I <br />I <br />I <br />I <br />I _(0 <br />/ N <br />DEI / <br />VAULTED G. <br />CART <br />�N FOYER <br />cn <br />/ m VAULTED CLG.o 06 <br />TILE to <br />13'-0" 2'- ' 5'-0" 2 -4" <br />/ <br />/ <br />> *EGRESS <br />35 SH 3068 W/ 7 "x36" <br />TRANSOM BV100, . <br />4'-0" 40 164" PER SPEC. 0 2'-8" <br />I <br />I <br />' ENTRY PORCH <br />I <br />I <br />------------------ ------------------ <br />I <br />DEN OPTION_ <br />SCALE: %4"=1'-0" <br />„ A C, o'. 41 All <br />W <br />25 SH 25 SH <br />-11 <br />\ EGRESS EGRESS <br />MASTER <br />BEDROOM <br />\VAULTED CLG. <br />\\ CARPET <br />\ G.T. <br />12'-8" <br />1'-8" <br />1�) <br />25 SH <br />- - - - - - - - - - - - ----- ---- <br />LAN Al T 2868 <br />9'-4" FLAT C LG. A.F.F. O <br />00 9'-4" FLAT CLG. <br />-v <br />4" <br />- - - \c - - - <br />E <br />\ 8080 SGD <br />--------------- <br />- - - - - - - - - - - - - <br />� I I <br />I? I <br />I � I <br />I I <br />IIIII1IIIII <br />4m <br />2668 <br />S-9"2'-5„ <br />10 <br />2468 S <br />zo <br />Lo <br />-4„ 2,_0„ -8„ <br />668 <br />C9'-WLG. <br />q <br />FAMILY <br />11'4" FLAT CLG. <br />068 BFin CARPET <br />� N <br />j-.. <br />2468 4S° <br />F- <br />M N <br />5'-8" 17'-0" <br />0 00 <br />'-1" 3'-11" 7'-6" 8'-0" <br />M. BATH <br />9'-4" FLAT CL . <br />-0 TILE N <br />80 O o I TIL TO 7' (3) 2x4 #2 SPF -� <br />ROP-IN A. .F. STUDS W/ MIN. <br />U) TUB PER o 1 1 v USP LT520b @ <br />N PECS. �� 11110- BASE <br />2668 <br />NOOK <br />1 V-4" FLAT CLG. <br />TILE <br />GG <br />SIM. S3 <br />W/ STUDS <br />@ 12" O.C. <br />KITCHEN <br />1 V-4" FLAT CLG. <br />TILE w 110 <br />O <br />E 1fl <br />SINK Q I <br />w/ DISP <br />I I <br />1 D.W. j <br />1L--J <br />01 <br />I <br />10'-4" <br />3'-0" 7'4' I <br />I <br />I <br />I <br />r2068 BF LREF. ----- <br />5 SH <br />I <br />9'-4" FLAT CLG. <br />3'-8" J 4'-1 <br />R.A.G. <br />2868 2668 <br />17'-4" <br />A/C PAD <br />7'-0" <br />11 <br />HB <br />Al <br />2668 A 3 < <br />9'-4" LAT CLG. <br />TILE <br />C, i i„ I '] <br />G @ THIS <br />S3 LOCATION <br />ONLY <br />BEDROOM 4 <br />9'-4" FLAT CLG. <br />CARPET <br />L�l� <br />TEMP. GL. ENCL. ON� 42" X 48" <br />GG <br />t0 <br />668� <br />C° O <br />A <br />42" HIGH KNWL. I SHOWER <br />S3 <br />1 <br />SIM. IT <br />W/ STUDS <br />-11 <br />N <br />I <br />I <br />@ 12" Q.C. <br />cn 2068 BF <br />' <br />DINING <br />N <br />@R+54AFLF. <br />LAU <br />11'-4" FLAT CLG. <br />( 9'-4" FLAT CLG. <br />I <br />CARPET <br />I TILE <br />U- <br />co <br />r------ <br />- - - - - - - - - - - - - - - - - - - - - - - <br />- <br />- - - - - <br />DRYER VENT <br />0 00 <br />THRU WALL <br />o <br />M <br />LIVI N.0 ROOM <br />' <br />jr <br />VAULTED CLG. <br />FOYER <br />GG <br />S3 <br />2868 <br />CARPET <br />VAULTED CLG 5068 <br />C <br />HANSON <br />/ <br />TILE <br />cn <br />SIM. W/ STUDS <br />12" O.C. <br />BOX @ 36" <br />SIM. <br />NV/ STUDS @ 12" O.C. GG <br />SEE FOUNDATION <br />PLAN <br />A.F.F. <br />SEE FOUNDATION 83 <br />FOR STEP FOUND <br />ATION 6'-10" <br />2'-4" <br />/ 20,�„ <br />PLAN FOR STEP L. 24" <br />6-6" <br />FOdNDATION INFO. <br />I <br />BUILDER TO PROVIDE <br />C <br />O <br />APPLIANCE PROTECTION <br />WHEN REQUIRED PER FBC <br />I 35 SH 0068 / 36"x16" <br />TRAN M ABV. <br />D <br />O PER SP <br />S3 <br />0o <br />d0,I <br />I <br />4'-0" 15,�„ 2,-8„ <br />ENTRY PORCH <br />I <br />5068 BF <br />R&S <br />N R&S <br />5068 BF <br />BEDROOM 3 <br />9'-4" FLAT CLG. <br />CARPET <br />GG <br />S3 SIM. <br />W/ STUDS <br />@ 12" O.C. <br />V�O <br />BA" <br />Co5 J li <br />2868 <br />9'-4' FLAT CLG. <br />TILE <br />(3) 2x4 #2 SPF <br />STUDS W/ (3) 12d <br />TOENAILS T&B <br />BEDROOM 2 <br />9'-4" FLAT CLG. <br />CARPET <br />EDGE OF SLAB 2" <br />BEYOND WALL <br />11'-8" <br />I 54"X22"-�� <br />I ATTIC- <br />L- �,Cc`r-ss - J <br />Q�) <br />m <br />w <br />N <br />0 <br />W = <br />0 NU.1 <br />O <br />A <br />S3 <br />TYP. <br />U.N.O. <br />j� ALT. 11 <br />II A/C II N <br />kPAD i i N <br />L==- =1J <br />,7, <br />0 NLu <br />O <br />-3 CAR GARAGE <br />--------------- <br />%,- r --- - - - - - - - - - - <br />- 9'-4" FLAT CLG. A.F.F. <br />I I <br />-------------- <br />1'-4" 9'-8" 1'-4" 9'-8" I I I I <br />I I I I <br />I I I I <br />I I I I <br />I I I I <br />60 I I I I <br />I <br />j K TYP. @ I I <br />I S4 GARAGE I I I <br />K TYP. <br />I I S4 GARAGE I HB <br />_ 1 1 � <br />8 X 7 OVERHEAD DOOR - <br />0 <br />O16 X 7 OVERHEAD DOOR N <br />0 <br />8'-0" 1'-4" 16-0" 1'4' <br />9'-4" 18'-8" <br />22'-0" 28'-0" <br />50'-0" <br />REVISION NOTES 12/17/2009: <br />1. ALL CLOSETS THAT ARE NOT WALK-IN CLOSETS <br />ARE TO BE FRAMED DOWN TO 8'-0" A.F.F. <br />2. ALL BLOCK WALL FURRING IS TO BE 24" O.C. <br />EXCEPT IN WET AREAS. SPACE WET AREA <br />FURRING AT 16" O.C. <br />3. NO RECESSES FOR SHOWERS. SHOWERS ARE <br />TO BE PANNED WITH A PRE-FAB. BASE. <br />4. ALL VANITY HEIGHTS ARE 36" A.F.F. <br />5. SLIDING GLASS DOORS ARE TO HAVE A 1-1/2" <br />RECESS. REFER TO MASON'S SCOPE FOR <br />RECESS WIDTH. <br />6. ALL BATHROOMS HAVE ONE MEDICINE CABINET <br />7. ALL 50' PLANS. FRAME BAR TOP AT 40-1/2" A.F.F. <br />8. ALL TUB DECKS ARE SIZED AS FOLLOWS; <br />40' PRODUCT LINE - MIN. 48" x 64" <br />50' PRODUCT LINE - MIN. 48" x 76" <br />HEADER SCHEDULE <br />MARK <br />HEADER SIZE <br />REMARKS <br />H 1 <br />(2) - 2X6 #2 SYP W/ 112" <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 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 />H8 <br />(2) - 1 3/4" X 7 1/4" <br />LVL 2.0E Fb=2950 <br />(2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for <br />R.A.G. FLITCH PLATE 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 />AA <br />+25.6 / -27.8 <br />© <br />+25.6 / -34.3 <br />© <br />+24.5 / -26.7 <br />CD <br />+24.5 / -31.9 <br />OE <br />+23.0 / -25.2 <br />OF <br />+23.0 / -28.9 <br />GO <br />SEE SN SHEET OH SEE SN SHEET <br />MPH <br />NOTE: WIND SPEED INDICATED ABOVE <br />IS AN "ULTIMATE" WIND SPEED. THE <br />WIND PRESSURES LISTED ABOVE ARE <br />ALLOWABLE PRESSURES <br />WINDOW SCHEDULE <br />SIZE <br />R.O. CMU <br />(Flange) <br />R.O. FRAME <br />(Fin) <br />TYPE <br />12 <br />20X26 <br />182X252 <br />S.H. <br />13 <br />20X3828 <br />182X374 <br />S.H. <br />14 <br />20 X 50 $ <br />18 2 X 50 <br />S.H. <br />15 <br />20X63 <br />182X622 <br />S.H. <br />16 <br />20X72 <br />182X712 <br />S.H. <br />2 S2 <br />27 1/4 X 26 <br />26 X 25 2 <br />S.H. <br />3 33 <br />27 1/4 X 38 s <br />N/A <br />S.H. <br />3 34 <br />27 a X 50 a <br />N/A <br />S.H. <br />2 33 <br />N/A <br />26 x 37,3 <br />S.H. <br />1234 <br />N/A <br />26 x 50 <br />S.H. <br />2 35 <br />27 a X 63 <br />26 X 62 112 <br />S. H. <br />2 36 <br />27 11 X 72 <br />26 X 71 1/2 <br />S.H. <br />22 <br />374X26 <br />362X251/2 <br />S.H. <br />23 <br />37 4 X 38 8 <br />36 2 X 37 3/4 <br />S.H. <br />24 <br />374X508 <br />362X50 <br />S.H. <br />25 <br />37 4 X 63 <br />36 2 X 62 1/2 <br />S.H. <br />Z6 <br />374X72 <br />362X711/2 <br />S.H. <br />DOUBLE 2 <br />WIDE <br />75" TALL <br />7312 WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 2 X 25 2 <br />S.H. <br />33 <br />54 X 38 s <br />52 2 X 37' <br />S. H. <br />34 <br />54 X 50 a <br />52 2 X 50 <br />S. H. <br />35 <br />54 X 63 <br />52 2 X 62 2 <br />S.H. <br />36 <br />54X72 <br />522X712 <br />S.H. <br />39X59 <br />40 X 59 <br />N/A <br />S.H. <br />DOUBLE 39X59 <br />79 X 59 <br />N/A <br />S.H. <br />FLOOR PLAN <br />SCALE: X"=V-0" <br />u�„u,a, iiwL«Q <br />R302.5 Dwelling/Garage Opening/Penetration Protection. <br />• Openings from a private garage directly into a room used for <br />sleeping purposes shall not be permitted. Door between <br />garage and residence shall be equipped with solid doors not <br />less than 1 3/8" in thickness, solid or honeycomb -core steel <br />doors not less than 1 3/8" thick, or 20-minute fire -rated doors, <br />equipped with self -closing device. <br />• Duct Penetration. Ducts in the garage and ducts penetrating <br />the walls or ceilings separating the dwelling from the garage <br />shall be constructed of a minimum No. 26 gage (0.48 mm) <br />sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl <br />duct board, or other approved material and shall have no <br />openings into the garage. <br />• Other penetrations shall be protected as required by section <br />R302.11, Item 4. <br />R302.6 Dwelling/Garage Fire Separation. <br />The garage shall be separated from the dwelling as per the <br />following: <br />• From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or <br />equivalent applied to garage side. <br />• From Habitable Rooms Above Garage - Not Less than 5/8" <br />Type-X Gyp. Bd. or equivalent. <br />• Structure(s) Supporting Floor/Ceiling Assemblies - Not Less <br />than 1/2" Gyp. Bd. or equivalent. <br />• Garages Located Less Than 3 Feet From Dwelling On The <br />Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied <br />to the interior side of exterior walls that are within this area. <br />R312.2.1 Window Sills. <br />In dwelling units, where the opening of an operable window is <br />located more than 72 inches above the finished grade or surface <br />below, the lowest part of the clear opening of the window shall be <br />a minimum of 24 inches above the finished floor of the room in <br />which the window is located. Operable sections of windows shall <br />not permit openings that allow a 4-inch-diameter sphere where <br />such openings are located within 24 inches of the finished floor. <br />Chapter 45 Private Swiming Pools, Section R4501.17.1.9 <br />All doors and windows providing direct access from the home to <br />the pool shall be equipped with an exit alarm complying with UL <br />2017 that has a minimum sound pressure rating of 85 db a at 10 <br />feet. Any deactivation switch shall be located at least 54 inches <br />above the threshold of the access. Separate alarms are not <br />required for each door or window if sensors wired to a central <br />alarm sound when contact is broken at any opening. <br />M1507.2 Recirculation of Air. <br />Exhaust air form Bathrooms and toilet rooms shall not be <br />recirculated within a residence or to another dwelling unit and shall <br />be exhausted directly to the outdoors. Exhaust air from bathrooms <br />and toilet rooms shall not discharge into an attic , crawl space or <br />other areas inside the building. <br />GAS APPLIANCES <br />G.C. to verify location of gas riser before commencement of work. <br />see Sht. SN1 for installation detail. <br />Where gas water heaters are installed. Water heaters shall be <br />installed a min. of 18" above fir. per FBCR G2408.2. Except where <br />appliances that are listed as flammable vapor ignition resistant. <br />WALL LEGEND <br />MASONRY HGT. @ 9'-4" A.F.F. <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 <br />UPLIFT CONNECTORS TO FLOOR SYSTEM <br />AREA TABULATION <br />LIVING 2421 S.F. <br />GARAGE 574 S.F. <br />LANAI 108 S.F. <br />ENTRY 132 S.F. <br />TOTAL SQ. FT. 3235 S.F. <br />INSULATION REQ. <br />LOCATION R-VALU E / TYPE <br />EXT CONC WALL R-4.1 HIGH PERM <br />EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED <br />EXT FRAME 2 x 6 R-19 KRAFT FACED <br />CONDITIONED CEILING R-30 BLOWN -IN <br />(INSTALL BAFFELS AT EAVE) <br />GARAGE SEPARATION R-11/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />NOTE TO TRUSS COMPANY: <br />ALIGN TRUSSES TO ALLOW <br />FOR A.H. TO BE ALIGNED. <br />(D `O <br />Z M <br />O <br />O <br />_ <br />Z � <br />Z <br />Q <br />J <br />0_ <br />O <br />u7 <br />w <br />.0 <br />- <br />m <br />W <br />O <br />~ <br />C <br />V) <br />0 <br />00 <br />� U <br />M <br />W <br />-3 <br />C ca coo <br />2 -0 M <br />000 <br />U(D <br />sti00 <br />U5o0 <br />.Y <br />Lf) O: <br />Q rn <br />rn�o <br />' <br />0 D. <br />N.C.BDC <br />'V <br />r+ <br />r}aF <br />� � <br />A <br />cn� r <br />u7 <br />�i l <br />.a. <br />yG• <br />m <br />Z 1�y"� �f�� � ?, <br />�Ys�' <br />UW Nfl� wr <br />�J <br />_''� <br />T ,O M .Caooe <br />r y <br />k-, <br />.� ``. <br />s,Eee <br />To the best of the Engineer's knowledge; Giformation, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the Florida Building <br />Code 5th Edition (2014) Residential. Engineer's signature <br />and seal is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />3 <br />O <br />z� <br />O a� <br />O <br />(M <br />(n C) <br />M <br />Q U-) M Ln <br />a cn • � <br />� <br />a (1L0 Ln <br />CI- <br />f- M <br />QC U M <br />Q E� <br />z <br />WLU <br />J C:) <br />OZ <br />Lu 0 <br />LL <br />wmZzs� <br />U)DO <br />Z} a <br />UJ <br />Qp <br />ZQUQO <br />a <br />W -Z-- <br />_¢ry g LOUO <br />N <br />aULO <br />OOOF-z <br />O <br />r-I <br />n <br />L.f) <br />N <br />N <br />Ln <br />rl <br />�0 <br />�\ <br />¢ZU0 <br />w000Q� <br />/ <br />C\1 <br />�OZ 00 <br />'� <br />7 <br />Z <br />z <br />w z�p,Xain ?Z <br />w <br />�- Z <br />a��a0 <br />oa <br />-� <br />`-� Q <br />�Q� <br />°2 Lu >90a <br />J <br />7 1 <br />w w OLLI w Z Q <br />D ~ 0 <br />N <br />tV <br />(nv) z <br />Li <br />�Ow¢ <br />a~LL <br />ZC:)N <br />O <br />.. <br />.. 0 <br />U-I� <br />F- <br />z J <br />g <br />z <br />O <br />LL. <br />SCALE : AS NOTED <br />PLOT DATE: 12/7/2012 <br />TECH: MJAMES <br />VERSION NO. <br />106 <br />JOB NO: 16-6653 <br />SHEET NO. <br />1 <br />