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�\\ MIRROR <br />�\\ <br />`I <br />co <br />0 <br />OPT. <br />`t <br />00 <br />00 <br />KNEE <br />SPACE <br />iv <br />MASTER BATHROOM <br />MASTER BATHROOM <br />4 <br />SLIDE TO <br />LEFT <br />T, <br />+ <br />o <br />411, <br />7r <br />_F <br />l� <br />BATHROOM <br />BATHROOM <br />1 <br />D2 <br />TYP. @ <br />CORNERS <br />U.N.O. <br />D&I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />17'-4" 13'-0" 13'-7" <br />6 j 6 6 <br />H8 D2 D2 H2 D2 8 <br />_ .. <br />n <br />H' <br />0 <br />I <br />BEDROOM 3 <br />8'-0" FLAT CLG. <br />CARPET <br />B/SHOWER <br />E T-0" AFF <br />o 4/I x <br />BA 3 <br />0" FLAT CL <br />TILE �� a <br />�I jal <br />- 9 � <br />25 SH <br />*EGRESS <br />A <br />BEDROOM 2 <br />8'-0" FLAT CLG. <br />CARPET <br />6068 BF <br />&S <br />------------- <br />R <br />lU" <br />IOPT. <br />7'-5" <br />1 <br />3'-6" <br />3'-6" 2'-0" <br />3'-6" 7'-0" <br />lL D <br />14 <br />" <br />111 3'-4 3'-6 <br />9 -5 D L. <br />0 <br />LAU <br />26 8 <br />2652 <br />______ __ <br />_ _- - - - --- <br />� 8'- " FLAT CLG. <br />_ <br />�j OP <br />TILE y <br />I <br />1/2 WALL w <br />N <br />z WOOD CAP <br />x <br />UHA <br />@ 42" AFF <br />LL <br />m <br />Z � ----------- <br />R&S <br />10 11 <br />12 1 14 151 16 1 <br />OQ <br />C <br />I <br />CO <br />z M <br />9 <br />RAILING PER I j <br />1: @1 <br />6068 BF <br />SPECS <br />PROVIDE PLATFORM <br />7 <br />28" HIGH FOR HVAC <br />6 <br />2-STORY I <br />UNIT. VERIFY SIZE w/ <br />om <br />MANFG. <br />5 <br />FOYER II HALL <br />"OPEN I <br />4 <br />TO g _0" FLAT CLG. <br />BELOW" i TILE <br />N <br />DZ <br />11 <br />AO <br />BEDROOM 4 <br />2 <br />wWALL <br />o <br />1 <br />)FA�jj <br />`�' <br />r <br />8'-0" FLAT CLG. <br />@ 42" A <br />CARPET <br />7'-7" <br />--it <br />---------- <br />-� <br />J <br />S6 <br />I <br />1711121 <br />H2 6 <br />D2 <br />G.T <br />2668 <br />© 33 SH <br />ATTICI <br />L�SI <br />I <br />6,_3" <br />3'-8" 3'-8" <br />3.5" x 3.5" P.L. COLUMN <br />3.5" x 5.25" P.L. <br />2.0E UNDER GIRDER w/ <br />COLUMN 2 OE UNDER <br />- - - - - - - - - - - - <br />MSTCM-40 STRAPS AT <br />GIRDER w/ MSTCM-40 <br />BASE "SOLID <br />STRAPS AT BASE <br />BLOCKING REQ'D <br />"SOLID BLOCKING <br />o� <br />UNDER COLUMN". <br />REQ'D UNDER <br />b� <br />COLUMN". <br />BONUS <br />ROOM <br />8'-0" FLAT CLG. <br />CARPET <br />G.T. ELEV. A <br />(2) 2x4 #2 SPF (2) 2x4 #2 SPF D2 <br />STUDS UNDER G.T. STUDS UNDER G.T. <br />w/ (1) MSTAM36 @ w/ (1) MSTAM36 @ <br />BASE BASE <br />9 9 <br />D2 H1 H1 D� <br />I? <br />35 H <br />*EGRESS <br />C <br />MASTER <br />BEDROOM <br />8'-0" FLAT CLG. <br />CARPET <br />3 I r---------� <br />D2 I I I <br />I I <br />I I0 <br />I I10� <br />I <br />caI I <br />IXI I <br />I I <br />I I <br />I N I <br />I I <br />I I <br />WIC <br />i 8'-C" FLAT CLG. <br />0a CARPET <br />1_� �I I <br />0, I I <br />I� <br />I <br />I <br />I <br />I� <br />2668 - <br />M 2068 I M <br />BF <br />SITTING <br />AREA <br />8'-0" FLAT CLG. <br />CARPET <br />zo <br />6 <br />D2 q.-� <br />C <br />SH <br />4'-4" <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />IL-------------------------------- ----JI <br />L 21'4" L 28'-8" <br />50'-0" <br />1PT. M <br />DD <br />M. <br />BA <br />H <br />-- <br />8'-0" FLAT G7 <br />w <br />TILE <br />WQ <br />o <br />Y W <br />1 <br />0 <br />©D2 <br />25 H <br />H8 <br />H1 <br />(ELEV. <br />(ELEV. <br />A,B,C,F) <br />D& G) <br />6'-4" <br />LE TO <br />F. <br />25"X4 <br />SHOWE <br />I� <br />any <br />0co <br />U <br />zW <br />0 W <br />i <br />J <br />M <br />TEMP. GL. <br />ENCL. ON 42' <br />HIGH KNWL. <br />0 <br />r` <br />NOTES: 2ND FLOOR <br />ALL EXTERIOR SECOND FLOOR FRAME WALLS ACT AS <br />SHEARWALLS. SEE DETAILS SHEETS FOR NAILING SCHEDULE. <br />1AO(- <br />EXTERIOR 2ND FLOOR <br />BEARING WALL SCHEDULE <br />HEIGHT <br />STUD <br />SPECIES <br />SPACING <br />SPF #2 <br />8'-0" <br />2x4 <br />SYP #2 <br />16" O.C. <br />SPF #2 <br />9'-0" <br />2x4 <br />SYP #2 <br />16" O.C. <br />SPF #2 <br />>9'-0" <br />2x6 <br />SYP #2 <br />16" O.C. <br />* IF WITHIN 4FT OF END ZONE, USE DOUBLE STUDS AT <br />CORNERS <br />** WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT ** <br />SEE C/S6 WALL SCHEDULE <br />L 5'-34 L10"L <br />OPT. DRY BAR <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 />0 <br />+25.6 / -27.8 <br />B <br />+25.6 / -34.3 <br />© <br />+24.5 / -26.7 <br />OD <br />+24.5 / -31.9 <br />OE <br />+23.0 / -25.2 <br />C;F <br />+23.0 / -28.9 <br />GO <br />SEE SN SHEET O SEE SN SHEET <br />140 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 />183X252 <br />S.H. <br />13 <br />20 X 38 8 <br />18 J X 371 <br />S.H. <br />14 <br />20X508 <br />183X50 <br />S.H. <br />15 <br />20 X 63 <br />18 3X 62 z <br />S.H. <br />16 <br />20 X 72 <br />18 3 X 71 z <br />S.H. <br />3 32 <br />27 1/4 X 26 <br />26 X 25 <br />S.H. <br />3 33 <br />27 1/4 X 38 <br />N/A <br />S.H. <br />334 <br />274X501 <br />N/A <br />S.H. <br />3 33 <br />N/A <br />26 x 37 a <br />S.H. <br />z 34 <br />N/A <br />26 x 50 <br />S.H. <br />2 35 <br />27 4 X 63 <br />26 X 621 /2 <br />S.H. <br />3 36 <br />27 4 X 72 <br />26 X 71 1/2 <br />S.H. <br />22 <br />37 4 X 26 <br />36 3 X 25 1 /2 <br />S.H. <br />23 <br />37 4 X 38 j <br />36 J X 37 3/4 <br />S.H. <br />24 <br />37 4 X 50 j <br />36 -1 X 50 <br />S.H. <br />25 <br />37 4 X 63 <br />36 2 X 621 /2 <br />S.H. <br />26 <br />37 4 X 72 <br />36 J X 71 1/2 <br />S.H. <br />DOUBLE 2 <br />WIDE <br />75" TALL <br />73 z WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 3 X 25 3 <br />S.H. <br />33 <br />54 X 38 J <br />52 2 X 37 a <br />S.H. <br />34 <br />54 X 50 s <br />52 3 X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 3 X 62 -1 <br />S.H. <br />36 <br />54 X 72 <br />52 3 X 71 z <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 />enera 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 />• 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. Ed. 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 112" 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 />installed a min. of 18" above fir. per FBCR G2408.2. Except where <br />appliances that are listed as flammable vapor ignition resistant. <br />GAS APPLIANCES <br />G.C. TO VERIFY LOCATION OF GAS RISER BEFORE <br />COMMENCEMENT OF WORK. SEE SHT SN1 FOR <br />INSTALLATION DETAIL. <br />WHERE GAS WATER HEATERS ARE INSTALLED. <br />WATER HEATERS SHALL BE INSTALLED A MIN. OF 18" <br />ABOVE FLOOR PER FBCR G2408.2 <br />EXCEPTION: APPLIANCES THAT ARE LISTED AS I <br />FLAMMABLE VAPOR IGNITION RESISTED DO NOT <br />HAVE TO HAVE THE IGNITION SOURCE ELEVATED. <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 />1ST FLOOR 1713 S.F. <br />2ND FLOOR 1998 S.F. <br />TOTAL 3711 S.F. <br />GARAGE 606 S.F. <br />ENTRY 35 S.F. <br />LANAI 294 S.F. <br />TOTAL SQ. FT. 4646 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 />2ND FLOOR PLAN Elev A-B-C <br />SCALE: 4"=V-0" <br />z o <br />Oz° <br />z <br /><L1 <br />O <br />CL <br />z <br />O <br />Q) <br />C <br />4-'J w <br />(10 p <br />DU - <br />Ow <br />F- <br />0 <br />to <br />'- <br />U <br />.20 <br />m I- <br />N CY) <br />w <br />!- E <br />- 9 <br />cm <br />N D M <br />O 20 <br />U°05naoC <br />t_w <br />< <br />0 O c <br />M<6 <br />I <br />B D. <br />co <br />Zl3 <br />lwF <br />LZLmu 'eW <br />s. <br />4QJLZoe <br />IL <br />A�:�i <br />W <br />o <br />R <br />To the best of the Engineer's knowle g' rig'e, i&ririation, 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 />L� <br />0 <br />z r*.4 <br />0 n <br />4 <br />> o <br />V) M <br />M <br />N MLn <br />h <br />O <br />Q � LL � <br />a <br />z <br />cn <br />M <br />Q <br />z E <br />W <br />z to <br />J � <br />d- <br />J <br />0 <br />6 <br />m ° <br />�00 <br />cW�F <br />9Z z0 CL U <br />z } U 2:Q <br />ITw <br />z <br />22 W C' J <br />� <br />0. D3:U0 <br />U = 0 ��. W N <br />ri <br />�-aOz0 <br />w <br />M <br />94 <br />0 <br />Ln <br />N <br />Ln <br />J <br />�tnV0V <br />WM00� <br />-Cf <br />ZQ <br />E~O UMW <br />� ���0 <br />LN <br />Z <br />I <br />z <br />�Woozoo <br />Q U Q U <br />~Fo- <br />W <br />�aC <br />/A <br />V <br />W W O LL Z a <br />QWEO <br />O <br />0 <br />�' a o Z a <br />W <br />z <br />o <br />M LL <br />¢F� <br />LL <br />> <br />0 <br />g <br />AN <br />z <br />_ja <br />SCALE : AS NOTED <br />PLOT DATE : 12/7/2012 <br />TECH: MJAMES <br />VERSION NO. <br />13.22 <br />JOB NO: 17-2861 <br />SHEET NO. <br />2 <br />-- <br />