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3220 Lytton Hall Dr
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3220 Lytton Hall Dr
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Last modified
2/28/2025 2:17:18 PM
Creation date
2/28/2025 11:05:49 AM
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Building Plans
Street #
3220
Location
Lytton Hall Dr
Contractor
Lennar Home
Building Plans - Permit #
22104
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D <br />�I <br />N <br />- <br />TILE <br />;- <br />8 <br />8 <br />O ^ <br />' <br />2:12 VAULTED CLG. _ <br />FAMILY R M <br />9'-4" CLG. <br />CARPET <br />23,_Og" in <br />R.A.G. <br />3068 <br />9'-4' CL EE! 10 ; <br />10'-10$„ ;n 6„ 4 4 <br />v <br />LO <br />o <br />T-10" <br />7'-8" <br />ENTRY <br />8'-0" CLG. <br />� <br />d <br />� <br />AT 7'-4" <br />I <br />I <br />4'-0" <br />11'-7$" <br />n <br />-, <br />6'-10„ c�1 <br />-HDR <br />R&S <br />- 2668 ib`° <br />M <br />4, 7„ 8'_8" iv 5'-4 ``' <br />14'-6" <br />2668 <br />'- <br />5, 4„ "' _- <br />r <br />I 0' <br />R&S <br />7'-6" <br />1 <br />5068 B.F. <br />I <br />4068 B.F. <br />in <br />LL <br />T <br />o <br />co <br />I q <br />PATIO CAFE <br />„ <br />8 -0 CLG. <br />d <br />O U) CARPET 1 <br />/ <br />M <br />OPT. I <br />REF. <br />I <br />e <br />I <br />„ „ <br />2'- <br />BEDROOM <br />8'-0" CLG. <br />CARPET <br />r <br />111 <br />2 <br />BEDROOM 3 <br />8'-0" CLG. <br />CARPET <br />10'-41 ' <br />2 <br />I <br />BEDROOM 4 <br />I 8'-0" CLG. <br />CARPET <br />11'-0" <br />=fn <br />c )w <br />O <br />MCI A <br />fn00 a 00 <br />=o <br />N �� <br />2'-4' <br />o <br />_- <br />----__ <br />c - - - <br />I D.W. <br />I as <br />3L - 24 _ J 78 .3 <br />z `' <br />W o <br />8 <br />/ W <br />j <br />N <br />r Q <br />N <br />20'-63„ <br />a <br />J <br />U <br />.� <br />�' <br />I <br />( <br />( <br />- <br />TILE <br />5, <br />", <br />SI Kwl <br />ISP <br />Fj <br />2'- <br />M <br />/ v <br />■ / I <br />/ <br />/ <br />AC PAD / / <br />�0`5 <br />PANTRY Y a <br />_ =w <br />�= <br />F T L .,�� <br />5-SH r <br />16" DEEP <br />m <br />` <br />1i <br />( <br />I ca <br />I <br />2° <br />I <br />I <br />00 <br />TYP @ 1 <br />STORY <br />A <br />S3 <br />TI <br />E <br />N <br />I <br />I <br />I <br />( FIBERGLASS <br />SURROUND <br />�� <br />° iv <br />36 <br />----- <br />O <br />36 <br />---T <br />25-SH <br />H.B. <br />EGRESS A <br />OS3 <br />15'-10" <br />25-SH <br />EGRESS <br />O <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 />Fi3 <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 11 114 LVL <br />2.0E Fb=2600 PSI <br />H6 <br />(2) - 1 3/4" X 9 1/4" <br />LVL 2.0E Fb=2600 PSI <br />H7 <br />(2) - 1 3/4" X 16" <br />LVL 2.0E Fb=2600 PSI <br />H8 <br />(2) - 1 3/4" X 7 1/4" <br />LVL 2.0E Fb=2600 PSI <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 4 X 25 j <br />S.H. <br />13 <br />20 X 381 <br />18 J X 371 <br />S.H. <br />14 <br />20 X 50 j <br />18 4 X 50 <br />S.H. <br />15 <br />20 X 63 <br />18 4 X 62 4 <br />S.H. <br />16 <br />20 X 72 <br />18 4 X 71 j <br />S.H. <br />1H2 <br />27 1/4 X 26 <br />26 X 25 4 <br />S.H. <br />11-13 <br />271/4X38j <br />26x371 <br />S.H. <br />1 H4 <br />27 � X 50 � <br />26 x 50 <br />S.H. <br />11-15 <br />27JX63 <br />26X621/2 <br />S.H. <br />11-16 <br />27JX72 <br />26X711/2 <br />S.H. <br />22 <br />37 j X 26 <br />36 J X 25 1/2 <br />S.H. <br />23 <br />37 J4 X 38 i <br />36 4 X 37 3/4 <br />S.H. <br />24 <br />37 j4 X 50 j <br />36 j X 50 <br />S.H. <br />25 <br />37 �4 X 63 <br />36 � X 62 1/2 <br />S.H. <br />26 <br />37 j X 72 <br />3621 X 71 1/2 <br />S.H. <br />DOUBLE 2 WIDE <br />75" TALL <br />73J WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 4 X 25 j <br />S.H. <br />33 <br />54 X 38 j <br />52 j X 37 j <br />S.H. <br />34 <br />54 X 50 j <br />52 4 X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 4 X 62 4 <br />S.H. <br />36 <br />54 X 72 <br />52 4 X 714 <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 />FIRST FLOOR PLAN - Al <br />SCALE: %4'=1'-0" <br />General Notes <br />R302.5 Dwelling/Garage Opening/Penetration Protection. <br />Opening and penetrations through walls or ceilings separating the <br />dwelling from the garage shall be in accordance with sections <br />R302.5.1 through R302.5.3. <br />R302.5.1 Opening Protection. Openings from a private garage <br />directly into a room used for sleeping purposes shall not be <br />permitted. Door between garage and residence shall be equipped <br />with solid doors not less than 1 3/8" in thickness, solid or <br />honeycomb -core steel doors not less than 1 3/8" thick, or <br />20-minute fire -rated doors. <br />R302.5.2 Duct Penetration. Ducts in the garage and ducts <br />penetrating the walls or ceilings separating the dwelling from the <br />garage 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 openings <br />into the garage. <br />R302.5.3 Other Penetrations. Penetrations through the separation <br />required in Section R302.6 shall be protected as required by <br />section 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 top of the sill of an operable window is <br />located less than 24 inches (610 mm) above the finished floor and <br />greater than 72 inches (1829 mm) above the finished grade or <br />other surface below on the exterior of the building, the operable <br />window shall comply with one of the following: 1. Operable <br />windows with openings that will not allow a 4-inch-diameter (102 <br />mm) sphere to pass through the opening where the opening is in <br />its largest opened position. 2. Operable windows that are provided <br />with window fall prevention devices that comply with ASTM F2090. <br />3. Operable windows that are provided with window opening <br />control devices that comply with Section R312.2.2. <br />Chapter 45 Private Swimming 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 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 />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 />DA <br />+29.7 / -30.8 <br />© <br />+29.7 / -39.2 <br />Q <br />+28.3 / -30.8 <br />(D <br />+28.3 / -36.4 <br />�E <br />+26.6 / -28.0 <br />0 <br />+26.6 / -32.2 <br />OG <br />SEE SN SHEET OH SEE SN SHEET <br />140 MPH <br />NOTE: WIND SPEED INDICATED ABOVE IS AN <br />"ULTIMATE" WIND SPEED. THE WIND PRESSURES <br />LISTED ABOVE ARE ALLOWABLE PRESSURES <br />SOFFIT DESIGN PRESSURE <br />+34.0 / -44.8 <br />WALL LEGEND <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 "A1" <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 I R-VALUE / TYPE <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 I R-11/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />❑ <br />n <br />L� <br />rr <br />o � <br />o <br />Q <br />z � o <br />z C, <br />S <br />d N <br />M <br />Z m <br />c <br />N � <br />^' o <br />0 <br />111 o <br />o a <br />C) w <br />Vt/I rz <br />00 <br />U CO <br />i ,,, W <br />= o <br />:..) o <br />c U) u <br />®0 <br />0 <br />m <br />N <br />N <br />.w O M pa <br />O p N <br />� z <br />_ M 2 s 0 w <br />v N W <br />`W Ci ao'rno <br />Put <br />LL W <br />{y'"off. <br />Ir <br />FES <br />/P��'fEFl�lllt�`s <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Residential 6th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bea ng <br />Engineer's signature and seal. <br />o <br />M <br />=a <br />w <br />Z <br />co <br />Q0 <br />z� <br />ym <br />Z® <br />❑a <br />ca V <br />� <br />U (Y <br />O <br />C <br />O E <br />U <br />o< <br />a z <br />ow <br />a Z <br />N <br />L, <br /><p <br />¢ Z <br />�W <br />- <br />Y <br />�o <br />.0 <br />Z , <br />r <br />>z <br />Z Z <br />Q <br />w <br />o <br />o <br />go <br />d <br />U <br />< <br />LL <br />rw- <br />F <br />S <br />CD¢ <br />S2 <br />u <br />}a <br />zl< <br />° <br />c O <br />0 <br />> d' <br />^L1 <br />W <br />CO <br />•> <br />M <br />> <br />O <br />L <br />� <br />1..1� <br />in <br />I� <br />• - J o <br />Liz <br />r <br />T Cfl N N <br />CD <br />r <br />ai <br />W <br />f M CV <br />a <br />z <br />Z <br />:3M <br />E p <br />E <br />a <br />o '0 03 <br />0 _j a o <br />Q) <br />JOB <br />NO: 19-5909 <br />SCALE : AS NOTED <br />SHEET NO. <br />1.0 <br />
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