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ENCL. <br />A.F.F. <br />10. <br />BA <br />ON 42" HIGH <br />KNWL. <br />9'-4" <br />FLAT CLG. <br />2468 <br />TILE <br />T-8� <br />L? <br />R&S <br />G <br />R&S <br />T-5" <br />PROVIDE <br />t. <br />6-71" 3- <br />2 6 <br />BLOCKING FOR <br />GRABBAR <br />MIC <br />WIC <br />2468 <br />W <br />9'-4" FLAT CLG. <br />06 <br />CARPET <br />F_ <br />co <br />2068 BF <br />R&S <br />TrB/SHWIRTILE-T� <br />M <br />0 <br />Inn <br />4 SH. <br />7'�.F.F. <br />9 <br />�0 <br />2068 <br />o? <br />04 <br />z: <br />U) <br />LO <br />(A) N <br />20M. <br />BA 2 <br />Lu '-0-1" 9'.,4" FLAT CLG. T-0" <br />I TILE <br />2668 1(0 <br />X <br />CN <br />3'-9j" <br />(n <br />06 <br />W <br />U) <br />06 <br />L0 <br />12 4 <br />G.T. (E) <br />9080 SGD <br />WAMI <br />&%- M <br />SIM.w/ <br />SIN. 2x6 #2 <br />SPF @ <br />16" O.C. <br />2x6 WALL <br />C? <br />DINING <br />9'4' FLAT CLG. <br />C14 CARPET <br />C;1 <br />A <br />12'-71" <br />FAMILY <br />1 V-4" FLAT CLG. <br />CARPET <br />17-8" <br />N.911 <br />L0100 <br />L? <br />Z-) <br />35SH & <br />7 � <br />HB <br />Nnni< <br />VAULTED CLG. <br />CARPET <br />U) <br />04 <br />9'-3g"' <br />F1 - -7 <br />Lu <br />CL (3 O[D - <br />C0 z <br />U) <br />ITCHEN <br />VAULTED CLG. <br />CARPET <br />T-91' <br />8 8 <br />or <br />2468 4F <br />-- - - - - - - - - - - <br />5 SH. I <br />LIVING <br />9'-4" FLAT CLG. <br />CARPET <br />Cn <br />LO <br />14'-691' <br />N <br />5ill <br />'2 C� <br />U-1 <br />BEDROORI <br />2668 <br />2 <br />4--1 <br />14'-111" <br />9'-4" FLAT CLG. <br />All <br />2x6 WALL <br />CARPET <br />-DRYER VEN I <br />THRU ROOF. <br />BEDROOM 4 <br />2468 BF <br />U? <br />8 <br />25'MAX. 1 51" <br />2 <br />F- <br />101, V1, <br />1 <br />2468 <br />05 <br />OPT. DEN <br />Ca <br />WIC IL <br />LAU I <br />9'-4" FLAT CLG. <br />9'-4" FLAT CLG <br />FLAT CLG. <br />CARPET <br />12, _83, <br />4 <br />CARPET <br />5'-71 1 <br />4 <br />TI�E 2680 <br />71-02-11f 6'- 1 <br />7 <br />2'- 7 4& <br />T 12'-32 <br />4 LU <br />BUILDER TO PROVIDE <br />APPLIANCE PROTECTION <br />WHEN REQUIRED PER FBC <br />V-4" <br />------------ <br />K_�TYP. @ <br />8 X 7 OVERHEAD DOOR <br />(R) <br />d <br />R&S <br />2 68 <br />9'-4" FLAT CLG. <br />HANSON <br />EDGE OF SLAB 2" BOX @ 36" <br />CARPET <br />BEYOND WALL A.F.F. <br />6" <br />6" <br />ATTIC <br />FOYER <br />1 V-4" FLAT CLG. <br />TILE <br />(CC - -S,-- <br />�3 4Z1 <br />_i <br />ce) <br />SIM w/ SPF STUDS @ 3068 W1 36"x26" <br />12" O.C. w/ USP SPT4 TRANSOM ABV. <br />GARAGE STRAPS T&B <br />9'-4" FLAT CLG. A.F.F. og' NOTE: <br />FINISHED WALLS TO BE <br />G.T. FLUSH. FIELD VERIFY. <br />- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - C <br />OP <br />ENTRY <br />SEE ELEV. 2'-8" 2'-8" <br />----------- <br />K'�TYP. @ <br />GARAGE <br />'A <br />00 <br />(0 (.0 <br />Lo <br />rA <br />S3 <br />TYP. <br />U.N.O. <br />U') <br />Lu <br />T-61" <br />1 2'-53,, <br />4 <br />T_ <br />V <br />9 <br />0 <br />LU <br />2868 <br />BA3 <br />9'4" FLA F CLG. <br />u:): u- <br />Z No <br />IRI <br />TILE <br />2668 <br />SIM w/ SPF STUDS @ <br />12" O.C. w/ USP SPT4 <br />STRAPS T&B <br />u- <br />M - <br />00 _Cq <br />;L G.T. (ELEV. B) <br />BEDROOM 3 <br />9'-4" FLAT CLG. <br />CARPET <br />*EGRESS <br />00 <br />N <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 />(2) - 2X6 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />(2) - 2X8 #2 SYP W/ 1/2" <br />FLITCH PLATE <br /><e>(2) <br />- 2X1 0 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />(2) - 2XII 2 #2 SYP W1 1/2" <br />FLITCH PLATE <br />(2) - 1 3/4" X 11 1/4 LVIL <br />2.OE Fb=2950 <br />- 13/4" X 9 1/4" <br /><e>(2) <br />LVL 2.OE Fb=2950 <br /><e>(2) <br />- 13/4" X 16" <br />LVL 2.OE Fb=2950 <br />(2) - 13/4" X 7 1/4" <br />LVIL 2.OE Fb=2950 <br />(2)-2X4#2SYPW/1/2" Follow QIS4. 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 REQUIR <br />SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND <br />REQUIRED STUDS <br />OPENING PRESSURES <br />ENCLOSED - EXPOSURE "C" <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 SEE SN SHEET <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 />20 X 26 <br />1821X25' <br />S.H. <br />13 <br />20 X 38 3 <br />8 <br />18 � X 37 42 <br />S.H. <br />14 <br />20 X 50 58 <br />1812 X 50 <br />S.H.. <br />15 <br />20 X 63 <br />18 3 X 621 <br />SH <br />16 <br />20X72 <br />1812 X 71 1 <br />2 <br />S.H. <br />1232 <br />27 114 X 26 <br />26 X 25 1 <br />S.H. <br />133 <br />3 <br />27 1/4 X 38 8 <br />N/A <br />S.H. <br />134 <br />3 <br />27 1 X 50' <br />4 8 <br />N/A <br />S.H. <br />33 <br />N/A <br />26 x 37 3 <br />4 <br />S.H. <br />134 <br />2 <br />N/A <br />26 x 50 <br />S.H. <br />2' 35 <br />27 1 X63 <br />4 <br />26 X 62 1/2 <br />S.H. <br />336 <br />2714 X 72 <br />26 X 71 1/2 <br />S.H. <br />22 <br />37JX26 <br />36 12 X 25 1/2 <br />S.H. <br />23 <br />37 X 38 38 <br />36 12 X 37 3/4 <br />S.H. <br />24 <br />37 X 50 5 <br />8 <br />36'X50 <br />2 <br />S.H. <br />25 <br />37 4'X 63 <br />36 2' X 62 1/2 <br />S.H. <br />26 <br />37 34 X 72 <br />362'X71 1/2 <br />S.H. <br />DOUBLE 2 <br />WIDE <br />75" TALL <br />7312 WIDE <br />S.H. <br />32 <br />54X26 <br />52 2'X 25 2' <br />S.H. <br />33 <br />54 X 38 3 <br />52 1 X 37 <br />2 <br />S.H. <br />34 <br />54 X 50 5 <br />8 <br />52 1 X 50 <br />2 <br />S.H. <br />35 <br />54 X 63 <br />5212 X 621 <br />2 <br />S.H. <br />36 <br />54 X 72 <br />52 21 X 71 <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 />16X7 OVERHEAD DOOR <br />(2) 25 SH <br />16-101" 2'-0" 101-8" & 4'-8" <br />29'-4" 1 S-4" 154" FLOOR PLAN. <br />50'-0" SCALE: Y4"=11'-O" <br />General notes <br />R302.5 Dwelling/Garage Open i nglPen etratio n 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 />R302.1 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 />• 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 />appliances tha are listed as flammable vapor ignition resistant. <br />WALLLEGEND <br />I 7_71 MASONRY HGT. @ 9'-4" A.F.F. <br />TYP. 2x FRAME WALL <br />BEARINGWALL <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 2599 S.F. <br />GARAGE 589 S.F. <br />LANAI 144 S.F. <br />ENTRY 36 S.F. <br />TOTAL SQ. FT. 3368 S.F. <br />INSULATION REQ. <br />LOCATION R-VALUE /TYPE <br />EXT CONIC WALL R-4.1 HIGH PERM <br />EXT FRAME 2 x 4 R- 11 /R-1 3 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 />0 LO <br />Z �; <br />01FAI <br />0 <br />z (0 <br />Z <br />V) 0 <br />Uj <br />U <br />0 LU <br />F- <br />E <br />0 <br />(n <br />(4 Ce) <br />Ln <br />CD <br />C14 <br />LU <br />a) Ce) <br />0) C0 <br />C M C0 <br />E <br />0 <br />E2 M M <br />0 8 <br />LL 00 <br />= - CC) <br />a) <br />0 <br />0 <br />U) CL <br />0 <br />- <br />< 0 <br />tm <br />Lo 0. <br />< 6 <br />Al <br />D. <br />N G-B C <br />If8 <br />AE <br />U <br />W. <br />4 <br />�p . <br />VCQ .01 <0 <br />z <br />LU <br />LU <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 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 />C) <br />C) <br />z 1714 <br />0 (3) <br />P-4 C:) <br />L0 <br />> <br />P-4 p <br />< U-) (0 LO <br />(3) Lf) <br />z <br />L_ U_ e-S <br />CL <br />fa <br />ce U CL 00 <br />< <br />z E <br />§ ro <br />z <br />Lu C:) <br />W <br />_j C:) <br />z <br />ED LL 0 <br />uj z V) <br />z F- aW <br />LU co z <br />< <br />U F - M Luu) 0 <br />10= 0z >_ z < L) <br />z z 0 0� X <br />F- < U 2: < <br />Z_ z <br />L, z <br />0 u <br />LU <br />0 <br />U 3 0 Lo <br />0 V) M U 6 <br />CI� 0 <br />LU 04 <br />0 z <br />Lu z <br />Ed LLI <br />C:) <br />3: <br />L0 <br />rN <br />r-4 <br />e0­*N <br />Ln <br />< <br />LU c);� <br />LU 1,1t� I- �: <br />Ln �e h� <br />z U C) <br />uj 0 0 0 oe <br />0 <br />< <br />C:) <br />j 0 <br />U FLU �;! M <br />ro- 0 z <br />ro <br />Z <br />z <br />F-- 2, <br />z <br />1z, :0, <br />LU <br />z <br />(D < U F- <br />< <br />F- <br />18LU <br />L, > 0 <br />_j <br />c) <br />LU 0 LL Z < <br />0<1 -<� P� 6 8 <br />M < <br />>- <br />(=) <br />Lr) <br />=) ln� C) <br />0 CY2: LL <br />L, " z <br />z <br />cl� <br />0 <br />T_q <br />< <br />_j LU Lu <br />c) <br />LL 0 <br />z <br />. . <br />.. 0 <br />LU <br />> <br />0 <br />Z <br />_j <br />z <br />LL <br />SCALE AS NOTED <br />PLOT DATE 12/7/2012 <br />TECH: MJAMES <br />VERSION NO. <br />100 <br />JOB NO: 17-1427 <br />SHEET NO. <br />