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I <br />CARPET <br />o <br />`, <br />Io <br />t�tc +'L - <br />00 <br />• <br />CARPET <br />CARPET <br />- - <br />REF. j <br />" <br />N <br />I <br />ir <br />1 <br />5068 B.F. <br />4068 B.F. <br />4.0" 11-7 „I <br />- V - <br />10" <br />4'-7" <br />8'-8" <br />5'-4" <br />14'-6" 1 <br />6-7-6" <br />N <br />L <br />I u;= <br />- - - - - R&S - - - - <br />C4 <br />----------- <br />R&S- --- <br />2668 <br />2668 N <br />� <br />HDR AT 74" <br />FOYE ii <br />23'-Ct <br />3'-10" T-8" 10'-101" - <br />_ <br />9 -4. ,CLG. <br />TILE 6" -- -7 <br />�" 1 <br />_ <br />� <br />0 <br />ENTRY <br />L <br />0 <br />v <br />o <br />2:12 VAULTED CLG. <br />&D <br />_ <br />8'-0" CLG. <br />in <br />m <br />I <br />S3 <br />- <br />� <br />N <br />I <br />FAMILY R M <br />o <br />9'-4" CLG. <br />R.A.G. <br />- _ <br />` <br />(4) 2x4 #2 SYP <br />D 7l <br />r <br />o <br />Nr <br />868 <br />CARPET <br />STUDS W/ USP <br />HTT4 @ BASE <br />CC <br />S3 S3 <br />. W <br />L <br />00 <br />_0 <br />F7 <br />TILE <br />......... . <br />I <br />AHU <br />CLC'' I ` <br />i i <br />NOTE: FINISHED I <br />I <br />r <br />■ <br />_, <br />Q <br />L' �' - <br />- <br />r V m-► <br />WALLS TO BE I <br />I <br />A <br />I <br />`� <br />n x � ( <br />� FLUSH. VERIFY IN <br />FIELD. <br />PT. W OPT. D <br />-1 <br />TYP @ 1 STORY <br />TIC 0 <br />I 1 1 1 <br />I I <br />I <br />(4) 2x4 #2 SYP STUDS ERG <br />S -- <br />11 1 I <br />i m I <br />I <br />G <br />W/ USP HTT4 @ BASE SURROU <br />D <br />� V_ _j <br />1 1 0 1 <br />1 <br />N S3 <br />L <br />60"x36" Y <br />_R_&S <br />DRYER VEN <br />, <br />K <br />I o I <br />I <br />SHOWER L--- -aa <br />THRU ROOF <br />S3 -1 <br />I w I <br />I <br />I <br />o <br />N <br />- <br />HANSON <br />( <br />1 <br />rn <br />I O m I <br />I W I <br />I <br />I <br />o <br />= <br />I <br />- <br />BOX @ 36" <br />i <br />EDGE OF SLAB 2" <br />1 I >O <br />--2868 <br />5'-3 " - - X10" - <br />-- A.F.F. <br />I <br />BEYOND WALL <br />i r-I <br />I <br />Ow <br />OMW <br />1T- „ <br />s <br />--2668 7,_8„ <br />1 <br />20'-O8" <br />I m <br />1 <br />- -- - - <br />10" -3` 0" <br />-. - <br />- <br />2 CAR GARAGE <br />I I <br />I <br />- -- <br />i <br />0+ r%A � <br />.= <br />T <br />I •o <br />I m <br />V-0" CLG. <br />I <br />I <br />I <br />JIL <br />OWNER'S SUITE <br />tB 'I- <br />- s'-0"-CLG. -W.I.C.i <br />2_6„ <br />n <br />8-0 CLG. <br />- -- <br />TILE -- - ob <br />- - _. - - r-- <br />8'-0" CLG. <br />I <br />1 <br />BUILDER TO <br />PROVIDE <br />I 1 <br />I <br />I <br />I <br />I <br />I„ <br />CARPET <br />- <br />CARPET <br />1 <br />O APPLIANCE <br />I <br />I <br />i <br />171 <br />° <br />° 5-SH <br />1 <br />---- --- <br />I <br />J <br />PROTECTION <br />`_° WHEN REQUIRED <br />N PER FBC <br />LT------------ <br />6„ DP <br />R&S <br />T <br />414514 <br />V-6" <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 91/4" <br />LVL 2.0E Fb=2950 <br />H7 <br />(2) -1 3/4" X 16" <br />LVL 2.0E Fb=2950 <br />(2) -1 3/4' X 71/4" <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 W/ PLAN CORRECT LENGTH OF HEADER REQUIRED <br />** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND <br />REQUIRED STUDS <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 } X 25 i <br />S.H. <br />13 <br />20X381 <br />18JX37j <br />S.H. <br />14 <br />20 X 501 <br />18 J X 50 <br />S.H. <br />15 <br />20 X 63 <br />18 J X 621 <br />S.H. <br />16 <br />20X72 <br />18jX71j <br />S.H. <br />J 32 <br />271/4 X 26 <br />26 X 25 j <br />S.H. <br />J 33 <br />27 1 /4 X 38 j <br />N/A <br />S.H. <br />j 34 <br />271 X 50 j <br />N/A <br />S.H. <br />j 33 <br />N/A <br />26 x 37 1 <br />S.H. <br />j 34 <br />N/A <br />26 x 50 <br />S.H. <br />j 35 <br />27 1 X 63 <br />26 X 62 1/2 <br />S.H. <br />j 36 <br />271 X 72 <br />26 X 71 1/2 <br />S.H. <br />22 <br />37 J X 26 <br />36 j X 25 112 <br />S.H. <br />23 <br />37 1 X 38 } <br />36 j X 37 3/4 <br />S.H. <br />24 <br />37 1 X 50 <br />36 j X 50 <br />S.H. <br />25 <br />37 j X 63 <br />36 } X 62 1/2 <br />S.H. <br />26 <br />37 J X 72 <br />36 j X 71 1/2 <br />S.H. <br />DOUBLE 2 <br />WIDE <br />75" TALL <br />73 J WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 j X 25 j <br />S.H. <br />33 <br />54 X 38 <br />52 } X 37 j <br />S.H. <br />34 <br />54 X 50 1 <br />52 } 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 j X 71 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 />General 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 wells 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 />OPENING PRESSURES <br />ENCLOSED-EXPOSURE"C" <br />rA'� <br />+25.6 / -27.8 <br />© <br />+25.6 / -34.3 <br />© <br />+24.5 / -26.7 <br />CD <br />+24.5 / -31.9 <br />DE <br />+23.0 / -25.2 <br />1OF <br />+23.0 / -28.9 <br />GO <br />SEE SN SHEET OH 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 />WALL LEGEND <br />�illllllllllllllllMASONRY <br />TYP. 2x FRAME WALL <br />BEARING WALL <br />INTERIOR BEARING WALLS NOTED "FLOOR BEARING <br />ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND <br />REQUIRES NO UPLIFT CONNECTORS TO FLOOR <br />SYSTEM <br />AREA TABULATION "A" <br />1ST FLOOR LIVING AREA 1936 <br />LIVING TOTAL 1936 <br />GARAGE 416 <br />FRONT ENTRY 20 <br />TOTAL AREA 2372 <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-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 I R-11/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />0 <br />0 �1 <br />z(®Z <br />CO <br />Z <br />Q <br />U) Z <br />C) <br />Q) cn <br />� --� w <br />•U - <br />0 w <br />Il/ i <br />o <br />M <br />v / I- <br />O0 <br />(� U <br />in <br />w <br />Z <br />t <br />01 Cl) <br />C N M <br />M LLC> <br />3k"Yr 4% <br />a°') <br />.x <br />Q 0) <br />a o <br />u) Lod V <br />Q O <br />A 1 <br />B D. <br />$c <br />Z <br />U- <br />��� iLY.,.LOZZ. <br />f <br />Z �'4 0 <br />T� <br />� .w W <br />y� O <br />O03 <br />W a�8 <br />LLZ <br />r <br />alit <br />(�`©j❑ <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 />O <br />Z fV <br />0 )�-+ n <br />to ._ I'D CZ)>L4)MO <br />t j ra l^ <br />V) O <br />QL.L� <br />ce V a 00 <br />a <br />E� <br />ra <br />Z <br />WJ <br />lOD <br />w� <br />Z d <br />�a�n <br />Zoo <br />zz <br />z <br />p=pz <br />C70Zw <br />f <br />0. pJ <br />010 <br />c S <br />r-I <br />J <br />z Z <br />T� <br />cc:ro <br />f z <br />O <br />O <br />o <br />OV <br />(n <br />(u <br />Lu <br />o� <br />axe <br />r-1 <br />0 <br />o <br />4* <br />CV <br />^ <br /><o� <br />-z <br />Q <br />Z <br />N <br />a-2 <br />a�5 <br />J <br />,--I <br />111 <br />2: <br />Lu <br />o <br />00 <br />01 <br />Q <br />Q <br />Z <br />LZ a <br />< zz <br />�# <br />Z <br />t <br />a Ln <br />z <br />o <br />g <br />= <br />aW <br />r-1 <br />,--1 <br />d <br />to <br />z <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAMES <br />VERSION N0. 10 <br />SHEET NO. <br />1.0 <br />r <br />ssA <br />