Laserfiche WebLink
OCn <br />LO <br />N <br />DEN OPTION <br />SCALE: Y4"=V-0" <br />JV -V <br />13'-4" <br />18'-0" <br />18'-8" <br />9'-0" <br />4'-4" <br />2'-0" <br />2-4- <br />O <br />AC PAD <br />35 SH <br />25 SH <br />771 <br />25 SH <br />71 <br />00 <br />N <br />\\\ <br />*EGRESS <br />*EGRESS <br />CV <br />LANAI <br />9'-4" FLAT CLG. A. F. F. <br />OF MASTER <br />A.\\\ <br />NOOK <br />\ VAULTED CLG. <br />0 C0 BEDROOM <br />/ <br />_ <br />B <br />\ \CARPET <br />_ <br />o VAULTED CLG. <br />m <br />N <br />\\\ <br />io <br />w 00 CARPET <br />\ <br />13'-4" <br />4'-8" <br />\ <br />\\ <br />E G.T. <br />/ <br />II II <br />\�-------- <br />9080SGD <br />--NOTE: FINISHED WALLS __ <br />d/ <br />-� <br />771 <br />TO BE FLUSH. FIELD <br />1 <br />VERIFY. <br />r I <br />A <br />I <br />N <br />I H2 2868 <br />S3 <br />I <br />2'-0,.1 3, 7.. L.3, 2„ <br />L. <br />1 1 V-2a' <br />TYP. <br />9. ,. <br />U.N.O. <br />I <br />1 <br />I <br />FAMILY <br />= <br />- <br />R&S <br />1 <br />j <br />r n <br />1 V-4" FLAT CLG. <br />CARPET <br />= <br />1 <br />II <br />WIC <br />I <br />G <br />- <br />- <br />I <br />II <br />L- I <br />S3 <br />1 V-4" FLAT CLG. <br />1 <br />= <br />I I I <br />78 <br />_ <br />CARPET <br />q <br />SIM.w/ <br />C7 CL I <br />fD <br />'- <br />2x6 #2 SPF `4 <br />l <br />WALK IN <br />I <br />a l <br />Z <br />Z <br />r <br />@ 16„ °' <br />O.C. <br />- <br />- <br />l <br />2468 1 2668 <br />o SHOWER <br />co TILE TO 7' <br />00 <br />in <br />I'' <br />co <br />- <br />I I <br />= <br />Ca <br />A.F.F. <br />M. B A AV <br />TEMP. GL. ENCL. <br />ITCHE <br />_ <br />- <br />I <br />I I I <br />I <br />- <br />___ <br />2468 <br />9'-4" FLAT C . <br />NWL"HIGH <br />chi <br />VAULTED CL <br />TILE <br />CARPET I Ll <br />= <br />R&S 3,_ <br />9.18, <br />3,_�,. <br />17'-2" <br />- <br />E) <br />0 4„ <br />I <br />I <br />= <br />R&S <br />iv <br />, <br />r` <br />I <br />_ <br />U) <br />T-T' <br />RE�. <br />2468 <br />N <br />`n <br />- <br />Cr <br />T-1 " 5'-72' <br />- <br />PROVIDE <br />- <br />= <br />MC <br />------ ---+- <br />^� <br />BLOCKING FOR <br />1 <br />5 SH. <br />iv <br />= <br />W I <br />GRAB BAR <br />- <br />-- ---- <br />2468 <br />2x6 WALL <br />91-4" FLAT <br />oa <br />N <br />CARPETLG <br />- <br />oo <br />= <br />v <br />2068 BF <br />CC <br />iv <br />R&S <br />LIVING <br />DINING- <br />C <br />FLAT CLG. <br />cn <br />9'-4" FLAT CLG.iv <br />4 SH. C <br />B/n <br />O9'-4" <br />J <br />o F. <br />© <br />CARPET <br />CARPET <br />2068 <br />J <br />J <br />U) <br />O <br />rN <br />N <br />(O <br />=00 <br />0 <br />N <br />� <br />X <br />2668 <br />BA 2 D_ <br />co <br />co <br />`° <br />14'-6z' <br />6 -0" <br />12'-74" <br />N <br />3'_gz" T-0" g. 1. FLAT C 6. o-„ w <br />Q <br />O <br />50 <br />m <br />TILE <br />00 <br />II <br />2668 <br />14'-112' <br />5'-1" 4'-1" <br />I <br />I 2668 <br />BEDROOM <br />2 cr <br />U) <br />O <br />2x6 WALL <br />9'-4" FLAT CLG. w <br />LO <br />N <br />- HANSON <br />CARPET <br />- <br />BEDROOM 4 <br />BOX @FF. <br />I+ <br />A <br />N <br />�, <br />�, 2 <br />2 <br />I <br />2468 6� <br />`? <br />S3 <br />OPT. DEN <br />'2468 <br />-*' <br />J <br />;_ W <br />r <br />TYP. <br />9'-4" FLAT CLG. <br />I ' LAU <br />1 � °` <br />W I C <br />_ <br />U.N.O. <br />CARPET <br />9'-4" FLAT C <br />- <br />I� <br />'-4" FLAT CLG. <br />w <br />12'-34" <br />2'- <br />4" <br />- 26L.80 T7 E0 " <br />1 <br />5 7�PET <br />12'-84., <br />6'_1" <br />Q�)N <br />w <br />T <br />I <br />* <br />�LN <br />m <br />o <br />2868 <br />R&S <br />is <br />fn <br />od <br />cc <br />9'-4" FLAT CLG. <br />DRYER VENT <br />t <br />T-64' <br />1 <br />5 -72 <br />0 <br />CARPET <br />THRU ROOF. EDGE OF SLAB 2" <br />6-1 <br />6" <br />25' MAX. BEYOND WALL <br />N <br />T <br />26 <br />5'-1'- <br />_ _ _ _ <br />BUILDER TO PROVIDE <br />--x- <br />APPLIANCE PROTECTION <br />C <br />1L <br />32 <br />- <br />- - - _ <br />FOYER <br />;.�_A ss _� <br />WHEN REQUIRED PER FBC <br />w <br />54 <br />11'4FLAT CLG.3 <br />T <br />N <br />o <br />~ <br />b <br />` <br />I <br />CC <br />rh <br />B <br />2868 <br />3 <br />= <br />M <br />S3 <br />m <br />- <br />3068 W/ 36"x26" SIM w/ SPF STUDS @ <br />I- � <br />9'-4" F <br />TILE <br />T CLG. <br />N <br />� = <br />TRANSOM ABV. 12" O.C. w/ USP SPT4 <br />T&B <br />GARAGE <br />- <br />STRAPS <br />NOTE== <br />9'-4" FLAT CLG. A.F.F. <br />2668 <br />SIM w/SPF STUDS @ G <br />FINISHED WALLS TO BED <br />12" O.C. w/ USP SPT4 S3 <br />FLUSH. FIELD VERIFY. <br />G.T. <br />- <br />- - - - - - - - - - - - - <br />STRAPS T&B <br />© I------------ <br />I <br />-------------------� I <br />I <br />I <br />I <br />I <br />00 I <br />' <br />I <br />in <br />I <br />I <br />= <br />LL <br />m <br />I ENTRY <br />rN <br />00 <br />Cn <br />2'-8" 2'-8" I SEE ELEV. <br />1 <br />I <br />I <br />G.T. (ELEV. B)r <br />I <br />I <br />TYP. @ K I <br />BEDROOM 3 <br />I <br />; <br />I <br />I <br />GARAGE S4 I <br />TYP. @ K <br />I <br />I <br />9'4" FLAT CLG. <br />I <br />GARAGE S4 I <br />CARPET <br />o I <br />I <br />o <br />8 X 7 OVERHEAD DOOR <br />9 <br />EGRESS <br />_ <br />H <br />O <br />-IL771 <br />(2) 25 SH <br />16 X 7 OVERHEAD DOOR <br />O <br />O <br />4'-8" <br />10'-8" <br />Z-0" <br />16-0" 2'-0" <br />8'-0" <br />1'4° <br />154" <br />5'_4" <br />29-4- <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/ 1/2" <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 />0 <br />+25.6 / -27.8 <br />© <br />+25.6 / -34.3 <br />© <br />+24.5 / -26.7 <br />OD <br />+24.5 / -31.9 <br />�E <br />+23.0 / -25.2 <br />�F <br />+23.0 / -28.9 <br />OG <br />SEE SN SHEET OH SEE SN SHEET <br />� t�Q 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 />18JX25J <br />S.H. <br />13 <br />20X38j <br />184X37j <br />S.H. <br />14 <br />20X50j <br />18jX50 <br />S.H. <br />15 <br />20X63 <br />182X621 <br />S.H. <br />16 <br />20X72 <br />182'X712 <br />S.H. <br />1232 <br />27 1/4 X 26 <br />26 X 251 <br />S.H. <br />3 33 <br />27 1/4 X 38 j <br />N/A <br />S.H. <br />3 34 <br />27 a X 50 <br />N/A <br />S.H. <br />1233 <br />N/A <br />26 x 37 <br />S.H. <br />2134 <br />N/A <br />26 x 50 <br />S.H. <br />2' 35 <br />27 a X 63 <br />26 X 62 1/2 <br />S.H. <br />1236 <br />27 a X 72 <br />26 X 71 1/2 <br />S.H. <br />22 <br />37 4 X 26 <br />36 4 X 25 1/2 <br />S.H. <br />23 <br />37 � X 38 j <br />36 4 X 37 3/4 <br />S.H. <br />24 <br />37 j X 50 1 <br />36 2 X 50 <br />S.H. <br />25 <br />37 j X 63 <br />36 J X 62 1/2 <br />S.H. <br />26 <br />37 j X 72 <br />36 1 X 71 1/2 <br />S.H. <br />DOUBLE 2 <br />WIDE <br />75" TALL <br />73 ; WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 3 X 25 i <br />S.H. <br />33 <br />54 X 38 j <br />521 X 371 <br />S.H. <br />34 <br />54 X 50 s <br />52 J X 50 <br />S.H. <br />35 <br />54 X 63 <br />521 X 62 z <br />S.H. <br />36 <br />54 X 72 <br />52 J X 71 1 <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: Y4"=1'-0" <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 Iocated.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 flr. per FBCR G2408.2. Except where <br />appliances that are listed as flammable vapor ignition resistant. <br />WALL LEGEND <br />MASONRY HGT. a@ 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 <br />2599 S.F. <br />GARAGE <br />589 S.F. <br />LANAI <br />144 S.F. <br />ENTRY <br />36 S.F. <br />TOTAL SQ. FT. <br />3368 S.F. <br />INSULATION REQ. <br />I LOCATION I R-VALUE / TYPE <br />EXT CONC 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 />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 />UI <br />Z M <br />o <br />- <br />Z co <br />Z <br />Q <br />J <br />z <br />W cn <br />�--� w <br />U - <br />w <br />O <br />m <br />�- <br />Vl = <br />y <br />00 <br />U <br />w <br />= E <br />-8 <br />0) M <br />C t0 M <br />'C C14 <br />O o0 <br />WM00 <br />U " <br />SAD <br />00 <br />CL r; <br />f~ <br />Qrn <br />o v <br />rnQo <br />A' <br />B D, <br />NCBDC <br />ti <br />co <br />N N <br />o O <br />,wo <br />Z <br />1Y� z• <br />•6 <br />_j <br />5 <br />N g� <br />a� <br />oun <br />4w <br />L C) <br />•' <br />To the best of the Engine ij#f4toation, 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 />O <br />Z r-4 <br />0 a n <br />>-+O <br />M <br />Q U-) -0 <br />•� �' <br />0. in <br />LL e- <br />Q <br />oC V OC) <br />Q <br />E� <br />Z <br />W <br />J � <br />0 <br />l�LO <br />W zz <br />Uom oo <br />U <br />zyz <br />zr<UfQ <br />�zzW�z <br />UgpCaw <br />W � _jO�o3�o <br />U i3: <br />OF-�aoz@ <br />�3J <br />O <br />Ln <br />�1 <br />Ln <br />Ln <br />C <br />J <br />OW <br /><VSse a <br />oQCCW o J <br />O0LZ <br />am <br />ui r r <br />z� <br />J <br />UZ WaJz¢ O <br /><4 <br />Oa <br />>N <br />Q <br />85m-n <br />O <br />_j <br />Q <br />uuJWOWz< <br />�a<, <br />L <br />i./ <br />^ <br />Y / <br />LL o <br />_jQz¢ <br />¢a�� <br />z <br />O <br />LL O <br />¢ LL <br />L <br />~ <br />g O <br />FZ-1 <br />O <br />a LL. <br />SCALE : AS NOTED <br />PLOT DATE: 12/7/2012 <br />TECH: MJAMES <br />VERSION NO. <br />100 <br />JOB NO: 17-5176 <br />SHEET NO. <br />