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9 <br />60 <br />14 <br />MIRROR <br />C14 <br />-1 <br />Cl) <br />9 <br />OPT. <br />VE0 <br />14 <br />I N <br />KNEE <br />SPACE <br />::�7� <br />Ed <br />MASTER BATHROOM <br />MASTER BATHROOM <br />SLIDE TO <br />LEFT <br />�T_ <br />------- <br />-Z <br />--- <br />BATHROOM 2 <br />BATHROOM 3 <br />Du _V <br />10 <br />V-131" <br />42'-0" <br />4 <br />,40 <br />F- - - - - - - - - - - - <br />- - - - - - - - - - - <br />- - - - - - - - - - - - - - - - - - <br />- - - - <br />- - - - - - - - - - - - - - - - - - - - - <br />- - - - - - - - - - <br />�101 <br />- - - - - - - - <br />9 <br />17-4" <br />dP <br />13'-0" <br />13'-7 <br />F_ <br />01 <br />�,1312 <br />TYP. <br />'0 <br />@ <br />6 <br /><e> <br />CORNERS <br />U.N.C. <br />25 SH <br />258H <br />35 SH <br />*EGRESS <br />�EGRESS <br />*EGRESS <br />F <br />D2 <br />06 <br />4) <br />co <br />- <br />7 <br />I? <br />1? <br />051 <br />BEDROOM <br />3 <br />(11.2 4) X <br />BEDROOM 2 <br />MASTER <br />8'-0" FLAT CLG. <br />BA <br />3 <br />8'-0" FLAT CLG. <br />BEDROOM <br />Zo <br />1 <br />CARPET <br />CARPET <br />V-13" FLAT CLG. <br />V-101" FLAT CL(Q <br />CARPET <br />X <br />0 <br />TILE <br />WIC <br />z Ll� <br />6068 BF <br />M <br />6068 BF <br />U) 8'-C" <br />FLAT CLG. <br />0 <br />(0 <br />oa <br />CARPET <br />z <br />< <br />co <br />U) <br />06 <br />- <br />- - - - - - - - - - r4-7-- <br />R&S <br />- - - - - - - - - - - - <br />R&S <br />C\1 <br />2668 2668 <br />2668 <br />iOPT.1 <br />72E <br />T-5" �D <br />101, <br />68 <br />T-15" <br />3'-6" 2'-0" <br />I <br />T-6" 7'-0" 1 <br />8'4' 2 4' <br />T-13" T-4" <br />T-P <br />W <br />T-4- 31-6" <br />9'-5" D �L. <br />2x6 LL <br />LAU <br />26138 <br />co <br />- - - - - - <br />- - - - - - <br />.5 <br />2652 <br />- - <br />- - - - - - - - <br />CY) <br />8'- " FLAT CLG. <br />- - <br />- - - - - --- - - <br />c� <br />Op . TILE :;t <br />1/2 WALL w, <br />WOOD CAF <br />2668 <br />U <br />_j CO L) <br />z --j 7) W <br />D <br />)z <br />@ 42" AFF <br />2668 <br />W < P a. <br />> 065 <br />R&S <br />10 <br />11 <br />3 14 1 E 16 1 <br />W cr < Lu <br />17, <br />_12L1 <br />;0 <br />2068 <br />N <br />9 <br />2: <br />RAILING PER <br />-1 <br />co <br />U) BF <br />CO <br />6068 BF <br />SPECS <br />;z <br />2468 <br />-PROVIDE PLATFORM <br />A% <br />E <br />7 <br />28'1 HIGH FOR HVAC <br />UNIT, VERIFY SIZE W/ <br />2-STORY <br />SITTING <br />MM <br />OPT. MC , <br />l I I <br />-A- <br />6 <br />U) <br />MANFG. <br />FOYER <br />"OPEN TO HALL <br />V-13" FLAT CLG. <br />AREA <br />0 <br />ILE TO <br />F. <br />5 <br />4 <br />(n <br />UJ <br />BELOW" <br />8'-0" FLAT CLG <br />TILE <br />CARPET <br />M. <br />BATH <br />8 x4 <br />LO <br />N <br />3 <br />BEDROOM 4 <br />1/2 WALL <br />00 <br />81-01, FLAT CILG. <br />TILE <br />SHOWE. <br />TEMP. GIL. <br />ENCL. ON 42' <br />2 <br />8'-0" FLAT CLG. <br />WOODCA <br />�A <br />W <br />W 0 <br />OP <br />HIGH KNWL. <br />CARPET <br />Cab 42" AF F <br />T-T, E 5'4' <br />9'�Z' <br />LU < <br />z (I <br />COD <br />Z) U) <br />Z LLJ <br />3 <br />H2 <br />SH <br />EL U) <br />0 <br />W <br />00 <br />I <br />o? <br />6 <br />�0 <br />0 <br />ID2 <br />B <br />2668 <br />33 SH I <br />25 'H <br />G.T. <br />T2"I <br />ATTIC <br />(ELEV. <br />(ELEV. <br />A,B,C,F) <br />D& G) <br />16-1" <br />64' <br />T-8" T-8" <br />4'-4" <br />4'-4" <br />6'4' <br />64" <br />3.5"x3.5" P.L. COLUMN <br />3.6�7x 5.25" P.L. <br />ilf 11 <br />?� <br />2.OE UNDER GIRDER w/ <br />COLUMN 2.OE UNDER <br />- - - - - - - - - - - - - - <br />MSTCM-40 STRAPS AT <br />GIRDER wl MSTCM-40 <br />BASE "SOLID <br />STRAPS AT BASE <br />BLOCKING REQ'D <br />"SOLID BLOCKING <br />UNDER COLUMN". <br />REQ'D UNDER <br />COLUMN". <br />BONUS <br />ROOM <br />9 <br />V-13" FLAT CLG. <br />&4 <br />C11 <br />CARPET <br />3 <br />D2 <br />G.T. ELEV. A <br />3 <br />(2) 2x4 #2 SPF <br />(2) 2x4 #2 SPF <br />D2 <br />STUDS UNDER G.T. <br />STUDS UNDER G.T. <br />w/ (1) MSTAM36 @ <br />w/ (1) MSTAM36 @ <br />BASE <br />BASE <br />9 <br />D2 H1 <br />D2 <br />25[H <br />& <br />25 <br />(1) <br />H <br />T-7" <br />14'-2" <br />X-7- <br />7-4- <br />8--8" <br />12'-8" <br />9 <br />----------------------------------------- <br />21-4- <br />28'-8" <br />501-0" <br />NOTES: 2ND FLOOR <br />ALL EXTERIOR SECOND FLOOR FRAME WALLS ACT AS <br />SHEARWALLS. SEE DETAILS SHEETS FOR NAILING SCHEDULE <br />140C <br />EXTERIOR 2ND FLOOR <br />BEARING WALL SCHEDULE <br />HEIGHT <br />STUD <br />SPECIES <br />SPACING <br />SPF #2 <br />8--01' <br />2x4 <br />syp #2 <br />16" O.C. <br />SPF #2 <br />91-01f <br />2x4 <br />SYP #2 <br />16" O.C. <br />SPF #2 <br />>91-011 <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 />51 ill <br />�34 <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 /><@>(2) <br />- 2X6 #2 SYP W/ 1/2- <br />FLITCH PLATE <br />(2) - 2X8 #2 SYP W/ 1/2" <br />FILITCH PLATE <br />(2) - 2X1 0 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />(2) - 2X12 #2 SYP W/ 1/2" <br />(2) - 13/4" X 11 1/4 LVL <br />2.OE Fb=2950 <br />(2) - 13/4" X 9 1/4- <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 />LVL 2.OE 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 W1 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 />Q�) <br />+25.6 -27.8 <br />�D <br />+25.6 / -34.3 <br />+24.5 -26.7 <br />(-D') <br />+24.5 / -31.9 <br />+23.0 -25.2 <br />+23.0 / -28.9 <br />N SHEET K-U-11y EE SN SHEET <br />S <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 />20 X 26 <br />18 IX 25 -1 <br />2 2 <br />S.H. <br />13 <br />20 X 38 <br />18JX37j <br />SA. <br />14 <br />20 X 50 8 <br />18 -1 X 50 <br />2 <br />S.H. <br />15 <br />20 X 63 <br />18 j X 62 j <br />S.H. <br />16 <br />20X 72 <br />18JX71 j <br />S,H. <br />J32 <br />27 1/4 X 26 <br />26X25J <br />S.H. <br />j 33 <br />27 114 X 38 -81 <br />NIA <br />S.H. <br />J34 <br />27 j X 50 -� <br />8 <br />N/A <br />S.H, <br />J33 <br />N/A <br />26 x 37 4 <br />&H. <br />34 <br />N/A <br />26 x 50 <br />S�H. <br />-2135 <br />27 -41 X 63 <br />26 X 62 112 <br />S.H. <br />7' 36 <br />27-1X 72 <br />4 <br />26 X 71 1/2 <br />S.H. <br />22 <br />37 24 X 26 <br />36 j X 25 1/2 <br />S.H. <br />23 <br />37 j X 38 2 <br />36 j X 37 3/4 <br />S.H. <br />24 <br />37 j X 50 <br />36 j X 50 <br />S.H. <br />25 <br />37 j X 63 <br />36 -21 X 62 1/2 <br />S.H. <br />26 <br />37 42X 72 <br />36 j X 71 1/2 <br />S.H� <br />DOUBLE2 <br />WIDE <br />75" TALL <br />73-21WIDE <br />S.H. <br />32 <br />54X26 <br />52 -21 X 25 <br />S.H. <br />33 <br />54 X 384 <br />8 <br />52.1 <br />2 X 37 <br />S.H. <br />34 <br />54 X 50,1 <br />8 <br />52 -1 X 50 <br />2 <br />S.H. <br />35 <br />54 X 63 <br />52 -21 X 62 <br />S.H. <br />36 <br />54 X 72 <br />52JX71 j <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 />R302.5 Dwelling/Garage Opening/Penetration Protecflon. <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 13/8" 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, I 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 />x aus air orm a rooms an e rooms s a no e <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. SINII 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 SN11 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 <br />FLAMMABLE VAPOR IGNITION RESISTED DO NOT <br />HAVE TO HAVE THE IGNITION SOURCE ELEVATED. <br />WALL LEGEND <br />I I I I I I I I I MASONRY HGT. @ 9'-4" A.F.F. <br />TYP. 2x FRAME WALL <br />11111IF1111. BEARIN 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 />1 ST FLOOR 1713 S.F. <br />2ND FLOOR 1998 S.F. <br />TOTAL <br />3711 S.F� <br />GARAGE <br />606 S5. <br />ENTRY <br />35 S.F. <br />LANAI <br />294 S.F. <br />[TOTAL SQ. FT. <br />4646 S.F. <br />INSULATION REQ. <br />LOCATION <br />R-VALUE / TYPE <br />EXT CONC WALL <br />R-4.1 HIGH PERM <br />EXT FRAME 2 x 4 <br />R-1 1/13-13 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 />(GARAGE / LIVING) <br />R-1 1/13-13 KRAFT FACED <br />2ND FLOOR PLAN Elev A-B-C <br />SCALE: Y4"=V-0" <br />CV) <br />z <br />z <br />CL <br />Ul) 0 <br />Q) U-) <br />4--J LLJ <br />IF <br />0 Lu <br />D u <br />E <br />V) <br />0 <br />0 ce) <br />04 <br />LU <br />E <br />&M <br />Im Cl) <br />CM C', <br />1�0 :2 cO,, <br />0 b I <br />4) <br />4) <br />LL 00 <br />- 00 <br />< o <br />C, <br />U, 0 <br />CL <br />0 <br />a Do <br />N C-B D-C <br />0" 6-� <br />M JE �'d <br />I]Lj LL. <br />-4 <br />Im <br />U.J -.LLJ <br />utu <br />or.- <br />L <br />UM <br />0 <br />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 5th Edition (2014) Residential. 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"o <br />Z <br />> <br />0 <br />15 C <br />z <br />0- CN <br />SCALE AS NOTED <br />PLOT DATE 12/7/2012 <br />TECH: FGUZMAN <br />VERSION NO. <br />1122 <br />JOB NO: 17-1800 <br />SHEET NO. <br />2 <br />