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9 <br />60 <br />C� <br />9 <br />MASTER BATHROOM <br />MIRROR <br />TOWELBAR <br />OPENING AT FOYER <br />TOWARDS BEDROOM 4 <br />OPENING AT FAMILY RM. <br />TOWARDS HALLWAY <br />C:) <br />BATHROOM 3 <br />9 <br />F, <br />00 <br />00 <br />C� <br />BATHROOM 2 <br />OPENING AT FOYER <br />(VALUED ELEVATIONS) <br />OPENING AT FOYER <br />(2) 25 SH <br />*EGIRESS <br />MASTER <br />BEDVTc9M <br />9'-4" <br />z �k&) <br />0- <br />0 u') <br />Lu <br />0� <br />0 <br />I0 M . BA <br />0 d 9'-4"FL\TCLG. <br />P TI _E <br />BLOCKING FOR <br />GRAB BAR <br />TEMP. GL. ENCL. <br />ON 42" HIGH <br />KNWL. - <br />�3 <br />TYP. <br />U. N. 0. <br />9 T_ <br />FD <br />U) <br />LO <br />(A) C0 <br />WIRE SHELF @ <br />+54" A.F.F. <br />DRYER VENT- <br />THRU WALL <br />HANSON- <br />BOX @ 36" <br />A.F.F. <br />EDGE OF SLAB 2" <br />BEYOND WALL <br />HB <br />C?i <br />3' <br />T-1 <br />2 <br />4 <br />9,-11" <br />NOOK <br />9'-4" FLAT CLG <br />TILE <br />4'-4 <br />0 <br />- - - - - - - - - - - - - - - - - - - - - - - - - - - - <br />LANAI <br />9'4" FLAT CLG. A.F.F. <br />G.T. <br />12080 SGID <br />16' <br />FAMILY <br />9'-4" FLAT CLG. <br />CARPET <br />7 (n <br />I <br />U) <br />06 1 WIC <br />0� 1 9'-4" FLAT CLG. <br />I <br />(a... I <br />CARPET <br />3'41' <br />-71" <br />3'4' 2 2' V-8" 3'-8" <br />6' <br />41 If <br />I <br />- - - - - - - - -- <br />R&S <br />C <br />RANGE 0, <br />111� <br />ill <br />2 J <br />5'-5 5'-0" <br />#1 0 <br />7 -7 <br />C� <br />KITCHEN <br />9'4' FLAT CLG. <br />TILE <br />6'-8" 81-811 <br />---------- " <br />AC PAD <br />HB <br />25 SH <br />% <br />*EGRESS - <br />r*EGRE <br />- <br />BEDROOM 2 <br />9'-4" FLAT CLG. - <br />- <br />CARPET <br />2668 <br />2668 <br />Al <br />3'-71' <br />16* . 0 <br />2 -04' 1 7'-1 <br />11 ALT 11 <br />I AC PAD 1 <br />I I <br />U) <br />U) <br />-IN W <br />11� 0� 0 <br />0 U) <br />N <br />W <br />BEDROOM 3 <br />-4" FLAT CLG. <br />CY) 9' <br />CARPET <br />rA <br />��3 <br />- <br />TYP. <br />U. N. 0. <br />C� <br />Lo <br />9'4" FLAT CLG. <br />TILE <br />co 2668 2680 \)IIIIIE <br />F. <br />- - - - - - - _ <br />2868 0 <br />2868 1 <br />_W_ rr <br />5SH <br />3,, 6 6 <br />7-101' 8'-2 5'-4" 31-111" 4'-5" <br />4 0. T-T' 4 2 /� <br />- - - - - - -- <br />'541. x_1 <br />SIM w/ SPF STUDS @ <br />BUILDER TO PROVIDE I -- ATTIC 1 12" O.C. w/ USP SPT4 <br />APPLIANCE PROTECTION ACCZS.��_ _j <br />L - - - - - - STRAPS TOP & <br />WHEN REQUIRED PER FBC BOTTOM FOYER I <br />rc _C, � r_� <br />1 V-41" FLAT CLG. <br />S3 I u- <br />TILE U) 00 <br />05 1 <br />00 <br />rD (D <br />0 <br />�3 L0 <br />3068 36"x26" <br />NOTE: FINISHED------� TRAN SOM ABV. <br />REF. <br />(28168 L 00 ;A <br />.H <br />7wIIII"7 7 F <br />3- <br />WALLS TO BE FLUSH. PER13PEC. <br />FIELD VERIFY. <br />IN -IN <br />9 F - - - - - - - - - - - - - - - - <br />13, <br />E77 4 <br />F - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ENTRY T- <br />G.T. SEE ELEV. <br />__7 - - - - - - - - - - - - - - - - - - <br />DKTYP. @ <br />S <br />S4 GARAGE <br />K )TYP. @ Cl) <br />S4 GARAGE <br />I <br />Z-O" 16-0" 2'-0" 8'-0" <br />20'-0" 46'-8" 9'-4" <br />V-4" <br />DINING <br />9'4' FLAT CLG. <br />CARPET <br />12'-3')" <br />IN <br />�1) <br />38-­ <br />BA <br />9'-4" FLAT CL <br />TILE <br />7 <br />10 2668 <br />QOO. <br />t12668 <br />BEDROOM 4 <br />9'-4'FLAT CLG. <br />DARPET <br />*EGRESS <br />(2) 25 SH <br />9'-4" <br />12'-8" <br />Cf) <br />LO <br />04 <br />bo <br />0? <br />80 <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 />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 />OPENING PRESSURES <br />ENCLOSED - EXPOSURE"C" <br />A <br />+25.6 / -27.8 <br />+25.6 / -34.3 <br />+24.5 -26.7 <br />+24.5 -31.9 <br />+23.0 -25.2 <br />+23.0 -28.9 <br />SEE SN SHEET J�u SEE SN SHEET <br />H <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 />18'X25' <br />2 2 <br />S.H. <br />13 <br />20 X 38 <br />1812 X 37' <br />4 <br />S.H. <br />14 <br />20 X 505 <br />8 <br />18 1 X 50 <br />2 <br />S.H. <br />15 <br />20X63 <br />18'X62' <br />2 2 <br />S.H. <br />16 <br />20 X 72 <br />18'X 71 1 <br />2 2 <br />S.H. <br />2' 32 <br />27 1/4 X 26 <br />26 X 25 2 <br />S.H. <br />3133 <br />27 1/4 X 38 8 <br />N/A <br />S.H. <br />3 34 <br />27 1 X 50 5 <br />4 8 <br />NIA <br />S.H. <br />133 <br />2 <br />N/A <br />26 x 37 3 <br />4 <br />S. H. <br />134 <br />2 <br />N/A <br />26x5O <br />S.H. <br />135 <br />2 <br />27 1 X 63 <br />4 <br />26 X 62 1/2 <br />S.H. <br />2136 <br />27 14 X 72 <br />26 X 71 1/2 <br />S.H. <br />22 <br />373X26 <br />4 <br />36 1 X 25 112 <br />2 <br />S.H. <br />23 <br />37 ' X 38 3 <br />4 8 <br />36 1 X 37 3/4 <br />2 <br />S.H. <br />24 <br />3734X 50 18 <br />3612 X 50 <br />S.H. <br />25 <br />37 3 X 63 <br />4 <br />36 1 X 62 1/2 <br />2 <br />S.H. <br />26 <br />37 iX 72 <br />36 12 X 71 1/2 <br />S.H. <br />DOUBLE2 <br />WIDE <br />75"TALL <br />7321WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 'X 25 <br />2 2 <br />S.H. <br />33 <br />54 X 38 a <br />8 <br />521X371 <br />2 4 <br />S.H. <br />34 <br />54 X 50 5 <br />52 1 X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 12 X 6221 <br />S.H. <br />36 <br />54 X 72 <br />522X 71 21 <br />S.H. <br />39X59 <br />40 X 59 <br />N/A <br />S.H. <br />DOUBLE 39X59 <br />79X59 <br />N/A <br />S.H. <br />FLOOR PLAN <br />SCALE: Y4"=V-0" <br />General notes <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 />R302.1 1, 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 />Not Less <br />Structure(s) Supporting Floor/Ceiling Assemblies <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 sha 11 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 />IM11507.2 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 />'4' A. F. F. <br />MASONRY HGT. @ 9 <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 <br />2267 S.F. <br />GARAGE 595 S.F. <br />LANAI 153 S.F. <br />ENTRY 23 S.F. <br />TOTAL SQ. FT. 3038 S.F. <br />ENTRY F&G ELEV. 37 S.F. <br />INSULATION REQ. <br />LOCATION R-VALUE/TYPE <br />EXT CONC WALL R-4.1 HIGH PERM <br />EXT FRAME 2 x 4 R- 11 /R- 13 KRAFT FAC ED <br />EXT FRAME 2 x 6 R-1 9 KRAFT FACED <br />R-30 BLOWN -IN <br />CONDITIONED CEILING <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 />0 to <br />z M <br />z <br />< <br />V) (D <br />U') <br />U-i <br />2 <br />U-1 <br />0 <br />I-_ <br />E <br />Ln <br />0 <br />0 c) <br />C14 <br />C) <br />LU <br />E <br />8 <br />4) <br />0) <br />r- cc m <br />M �0 M <br />, 'r <br />0 - N <br />.20 <br />, <br />4) <br />0 <br />r- u- 00 <br />'5 -00 <br />0.2- <br />0) <br />CL <br />o <br />0) < 6 <br />AI <br />N*C,B D,C <br />'V <br />C <br />awe <br />- , r� <br />%A1 <br />C-4 <br />1.: <br />; Im <br />113 <br />/,g-, -Z <br />Yf <br />. ., <br />14z! <br />7 <br />V. <br />AMU, C) <br />91- ;5F <br />< <br />c� L <br />....... <br />LL <br />N <br />01 SSIO, <br />Lu <br />I I 11000 <br />El El <br />To the best of the Engineer's knowledge, information, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the Florida Building <br />Code Sth 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 />c� <br />Z r"i <br />0 <br />�-j 4-J C:) <br />> C) <br />M <br />M Ln <br />0 <br />- Ln <br />LL <br />z <br />CL <br />Ce Q. 00 <br />< %. .4 <br />E <br />z <br />z 1`0 <br />C:) F- <br />WLU <br />_j C:) <br />0, <br />13� 12 z <br />03 u_ 0 <br />z V) , <br />LU z <br />cc <br />1­- 2: 'Unj CS 0 <br />z < L) <br />zo >. <br />z 0 0. W <br />Z >- < U X< <br />< <br />1.- z <br />=xz "z <br />U <br />CY) <br />�: 8 LO <br />>k D C) <br />8 V) 13 ce CD <br />0 LU 04 <br />0 Z <br />LU z <br />ce LH <br />C:) <br />T__I <br />Lr) <br />eowl*s <br />< <br />_j <br />0 <br />LU F- 3: <br />0 <br />< <br />00 <br />< z U a <br />LU 0 0 0 <br />IL.U_ 0 <br />Zx U_ <br />_0 <br />Z <br />It <br />0 <br />z C5, ux,: !z 2� <br />0 <br />L_ <br />(L) <br />z <br />LU <br />z <br />. 8 0 <br />zo <br />< U r- <br />< < _j <br />F- V;5 <br />> <br />r*.*j < <br />2 8 <br />iz <br />I _j <br />C) <br />��L U 0 J_ Z!� <br />< F_- 2: 0 <br />< 0 0 <br />>7 <br />Ln <br />2 <br />ce J_ 0 <br />Ln z Z <br />R <br />LU <br />_j LU <br />U. 0 <br />z <br />. . 0 <br />LU <br />> <br />'7P <br />F_ <br />0 <br />Z <br />_j <br />_j <br />LL <br />SCALE: AS NOTED <br />PLOT DATE 12/7/2012 <br />TECH: AQUINONEZ <br />VERSION NO. <br />5mll <br />JOB NO: 16-6654 <br />SHEET NO. <br />i . il I.. L I' L LA... 11. 11 Iff'. I L LI I <br />