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-lip <br />II <br />II <br />II <br />II <br />I <br />ca <br />I� <br />I <br />T-74" <br />U) <br />v <br />HW <br />io <br />12'-3" w 111 ILL � O <br />OPT. DEN W N <br />9'-4" FLAT CLG. <br />CARPET <br />0 <br />O <br />J <br />BA. 3 <br />L4 <br />9'-4" FLAT CLG. <br />a <br />j TILE <br />FLI <br />BEDROOM 3 <br />9'-4" FLAT CLG. <br />CARPET <br />DEN OPTION <br />SCALE: Y"=1'-0" <br />r____-_i <br />I j ALT j I <br />�I AC PAD II <br />Il JI <br />A <br />S3 <br />TYP. <br />U.N.O. <br />TEMP. GL. ENCL. <br />ON 42" HIGH <br />KNWL. <br />PROVIDE <br />BLOCKING FOR <br />GRAB BAR <br />2'4- 2'-0" <br />AC PAD <br />W <br />25 SH 25 SH <br />EGRESS <br />I , II I ---- <br />\ 'EGRESS <br />LANAI <br />MASTER F 9'4" FLAT CLG. A.F.F. <br />\ <br />\\ <br />BEDROOM <br />\ VAULTED CLG. o iio ib <br />�\ CARPET w 00 io <br />\ " <br />\ 41.811 13'-4" <br />` <br />\ \ G.T. E <br />NOTE: FINISHED WALLS 9080 SGD <br />T(T6STLTTFf.-F ELE j <br />VERIFY. <br />I <br />2868 I H2 I N <br />' I v <br />11'-24" 1 T-2" 3'-7" 12'_0"' <br />I <br />' FAMILY <br />1 <br />R&S - 1 V-4" FLAT CLG. <br />I - <br />I WIC _ G CARPET <br />V-4" FLAT CLG. - S3 <br />CARPET - SIM. w/ m <br />WALK IN I _ SIN. 2x6 #2 <br />SHOWER o I _ SPF @ T <br />19 <br />r <br />TILE TOT c`� 2668 i 2468 _ 16" O.C. <br />A.F.F. . BA X - <br />9' " FLAT CLG. 2468 - <br />TILE _ <br />iv <br />R&S <br />T-82" <br />o � - 17l$11 <br />F_ i7 <br />TYB/ SHWR TILE T <br />7' .F.F. o <br />� M � <br />14 <br />(A)U) <br />U*) <br />N <br />HB <br />c2m 5'-74" 1 31-1 <br />WIC <br />U) 9'4" FLAT CLG. <br />CARPET <br />2068 BF <br />� <br />R&S <br />M <br />4 SH. <br />2068 <br />-� �N W <br />3 <br />BA 2 2668' I cX <br />w " FI AT r:l T-94" N <br />2x6 WALL <br />q.� DINING <br />N 9'-4" FLAT CLG. <br />CARPET <br />;t 1 12'41" <br />35 SH O <br />HB `N <br />N <br />NOOK <br />VAULTED CLG. <br />CARPET <br />N <br />i <br />i <br />---------- <br />I <br />i <br />I <br />I I <br />9l_3j" <br />I <br />fl-� <br />II I <br />II <br />II <br />II P W <br />z <br />b z 1 i� <br />' ITCHE 4 <br />II I <br />I I AULTED CLG. <br />Ll I CARPET <br />3'-98„ <br />I <br />i -- <br />I <br />I 1 <br />I <br />2468 miF�EF. ,J - <br />5 SH. Ift-i <br />LIVING <br />9'-4" FLAT CLG. <br />CARPET iC <br />N <br />14'-64" N <br />TILE <br />-2668 <br />II <br />�, iv <br />Lu BEDROOM2 Cn <br />0,I�,I <br />2668 II i co <br />14'-11" <br />W 9'-4" FLAT CLG. <br />2x6 WALL - - - - - <br />CARPET <br />- - <br />DRYER VENT - - <br />- <br />- <br />+ I <br />THRU ROOF. I I <br />8 <br />BEDROOM 4 <br />- <br />`? <br />2468 BF I ;n <br />25' MAX. I I <br />N <br />- <br />I <br />I <br />24681, <br />OPT. DEN <br />WIC I <br />LAU I I <br />9'-4" FLAT CLG. <br />9'-4" FLAT CLG. <br />" FLAT CLG. <br />CARPET <br />12'-811 <br />I <br />CA 5P7T I <br />7'-0E 2680 <br />2'- <br />12'-3" W <br />6l_111 <br />BUILDER TO PROVIDE <br />APPLIANCE PROTECTION <br />WHEN REQUIRED PER FBC <br />K ),TYP. @ <br />8 X 7 OVERHEAD DOOR <br />O <br />R&S � <br />�LAHQ <br />2868 <br />c <br />m <br />,- <br />9'4" FLAT CLG. <br />� <br />G <br />c m <br />HANSON <br />EDGE OF SLAB 2" BOX @ 36" <br />CARPET <br />05'-7Z" <br />3'-E <br />BEYOND WALL A.F.F. <br />6„ <br />6" <br />M <br />T <br />_ _ <br />r 544-nT _ �'-I <br />68 <br />[� TTIC I <br />ACCESS ' <br />------ <br />FOYER <br />M0 <br />L_ _ � <br />_ > <br />11'-4" FLAT CLG. Fv <br />12'-54" 3' <br />I-o <br />TILE �'' <br />W <br />I c <br />CC <br />J <br />c <br />S3 <br />'�IF <br />�"2868BA 3 XSIM <br />w/ SPF STUDS @ <br />3068 W/ 36"x26" <br />iiGARAGE <br />12" O.C. w/ USP SPT4 <br />TRANSOM ABV. <br />9' 4" FLA CLG. <br />TIL �- F, <br />STRAPS T&B <br />9'-4" FLAT CLG. A.F.F. 'a <br />o <br />NOTE: <br />21568 <br />N <br />FINISHED WALLS TO BE <br />G SIM w/ SPF STUDS @ <br />G.T. <br />- - - - - <br />FLUSH. FIELD VERIFY. <br />- - <br />- <br />S3 12" O.C. w/ USP SPT4 <br />�------------ -------- <br />----------- -� <br />- C . <br />STRAPS T&B <br />I <br />I <br />I <br />I <br />co <br />1 ENTRY I m <br />SEE ELEV. I 2'-8'_' 2'-8" U) m �N <br />I I it coa G.T. (ELEV. B) <br />I I - <br />K TYP.@ BEDROOM 3 <br />I S4 GARAGE I - 9'4' FLAT CLG. <br />o CARPET <br />v <br />-EGRESS <br />1W 16 X 7 OVERHEAD DOOR <br />O <br />T-0" 16'-0" <br />nAl All <br />A <br />S3 5� <br />TYP. <br />U.N.O. <br />O <br />`� A <br />W N <br />CV <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 />H1 <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 />O <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 />DE <br />+23.0 / -25.2 <br />OF <br />+23.0 / -28.9 <br />© <br />SEE SN SHEET HO SEE SN SHEET <br />40 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 />20 X 26 <br />181 X 251 <br />S.H. <br />13 <br />20 X 381 <br />18 j X 37 4 <br />S.H. <br />14 <br />20X508 <br />1812X50 <br />S.H. <br />15 <br />20X63 <br />181X62 <br />S.H. <br />16 <br />20 X 72 <br />18 2 X 71 <br />S.H. <br />12$2 <br />27 1/4 X 26 <br />26 X 25 <br />S.H. <br />j 33 <br />27 1/4 X 38 <br />N/A <br />S.H. <br />134 <br />27 4 X 50 8 <br />N/A <br />S.H. <br />33 <br />NIA <br />26 x 37 <br />S.H. <br />134 <br />N/A <br />26 x 50 <br />S.H. <br />35 <br />27 4 X 63 <br />26 X 62 1/2 <br />S.H. <br />36 <br />27 4 X 72 <br />26 X 71 1/2 <br />S.H. <br />22 <br />37 y X 26 <br />36 1 X 25 1/2 <br />S.H. <br />23 <br />37 4 X 38 <br />36 j X 37 3/4 <br />S.H. <br />24 <br />37 4 X 50 8 <br />36 # X 50 <br />S.H. <br />25 <br />37 n X 63 <br />36 1 X 62 1/2 <br />S.H. <br />26 <br />37 4 X 72 <br />36 1 X 71 1/2 <br />S.H. <br />DOUBLE 2 <br />WIDE <br />75" TALL <br />73 1 WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 1 X 25 <br />S.H. <br />33 <br />54 X 38 <br />52 1 X 37 <br />S.H. <br />34 <br />54 X 50 8 <br />52 2 X 50 <br />S. H. <br />35 <br />54 X 63 <br />52 � X 62 <br />S.H. <br />36 <br />54 X 72 <br />52 2'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 />--T (2) 25 SH <br />10'-8" O 4'-8" <br />64" 15'-4" FLOOR PLAN <br />SCALE: Y4"=V-0" <br />General notes <br />R302.5 Dwelling/Garage Opening/Pene"llon 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-closinc 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 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 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 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 />* * * * * * * <br />W) <br />0 <br />$ <br />z <br />z <br />Q <br />J <br />i2 <br />U, Z <br />N <br />4-i w <br />U - <br />IOUJI <br />c <br />Yoh <br />M <br />/v1 U <br />V <br />w E <br />m <br />inL? <br />i?' <br />_ $ <br />W■ <br />� U_ gg <br />U <br />Q <br />�d <br />A' <br />B D. <br />t11ir <br />J <br />U. `cc) <br />�15 ~FL <br />W <br />''a�!1t+cir! <br />LJ ❑ <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 />O <br />z N <br />0Ln n <br />(nMC0 <br />z <br />[Y'f <br />Q 'p Ln <br />a tn•��' <br />0 <br />Q Ln <br />L_ U_ <br />CL r� <br />a E00 <br />z <br />J <br />W <br />� <br />CrLLJ ceZ <br />z <br />W �Wy <br />W�-(n <br />N Q � <br />�• a <br />t7z <br />141 <br />3z® <br />O <br />WEB <br />3 <br />Ln <br />(114 <br />r4 <br />�1 <br />a <br />CDO <br />,jY�,�, <br />CZ <br />W 0 o V <br />id <br />-o <br />Z <br />LU <br />o <br />z <br />WW <br />Za�o <br />V6 <br />- <br />J <br />N < <br />$Z <br />o a <br />g <br />lagn <br />p <br />O <br />NN <br />� L.t� <br />�$zd <br />zy <br />U. 0 <br />Z <br />LU <br />0 <br />Z <br />O <br />LL <br />SCALE : AS NOTED <br />PLOT DATE : 12/7/2012 <br />TECH: MJAMES <br />VERSION NO. <br />imo <br />JOB NO: 17-2862 <br />SHEET NO. <br />