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2831 Lytton Hall Dr
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2831 Lytton Hall Dr
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Last modified
2/28/2025 11:26:10 AM
Creation date
2/28/2025 11:03:14 AM
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Building Plans
Street #
2831
Location
Lytton Hall Dr
Contractor
Lennar Homes
Building Plans - Permit #
1025
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TYP @ 1 STORY <br />/ A \ <br />5-1 <br />S3 <br />A <br />S3 <br />OWNER'S SUITE <br />8'-0" CLG. <br />co CARPET <br />04 <br />(3) 2x4 #2 SPF w/ <br />DTT2Z @ BASE <br />I <br />1 4'-0" 1 <br />I <br />I <br />I <br />I <br />H <br />C�1 I <br />= I <br />C )LO <br />M 2:12 VAULTED CLG. _ <br />N r <br />io <br />I <br />FAMILY RM <br />9'-4" CLG. <br />CARPET <br />55'-10" <br />5-SH °� <br />L---- R&S - - - - <br />6"DP;- <br />LINE N <br />O, <br />BAT <br />I C74 <br />W.I.C. <br />TB to <br />`=0'R CLfa. - <br />-, <br />- <br />8'-0" CLG. A, <br />- <br />- TILE- - <br />CARPET <br />cn <br />ca <br />'-90'r _i <br />_ 3' 0": <br />_ <br />7'-8" <br />_ 1I. _ - <br />5`-32" Sz11, <br />--3,_ o <br />- - <br />2 6 68 <br />2868_ <br />- <br />- <br />_ <br />HANSON <br />o <br />BOX @ 36" <br />--, s <br />A.F.F. <br />as <br />CD <br />\THRU <br />60"x36" <br />-._ . <br />- . - ;-- <br />-- <br />DRYER VENT <br />N <br />IR11 <br />SHOWER <br />ROO <br />FIBERG <br />SS <br />&S <br />IRRnl I <br />n <br />Co <br />I <br />PT. W OPT. D <br />LAUN. <br />AHU <br />- 8'-0"-CLGa. <br />X1TI <br />IL r <br />8 <br />- - -- <br />R.A.G. I_- <br />S-10" <br />I <br />I <br />1 <br />I <br />I <br />4'-0" <br />11'-78 <br />6'-10" <br />iv <br />4'-7 <br />OPT, <br />I <br />o <br />I <br />REF, <br />PATIO <br />CAFE I <br />----- <br />/ <br />--_-_-_------------ <br />- - - - - - <br />------------ <br />- - -Ci <br />_ <br />- - :1 0 <br />---- <br />- - - --,- --�- <br />C <br />,/ <br />W <br />F <br />0 <br />VAULT. CLG. <br />// <br />N <br />D.W. <br />1ED <br />a- <br />O00// <br />CD <br />CARPET <br />I <br />r Q <br />i�i > <br />3L <br />U <br />24 - J <br />8 3 r <br />_ <br />SINKw/DISP <br />LO <br />/ / <br />21'-2" <br />2'-2" <br />2' <br />" <br />VAULT. CLG. ' <br />0 <br />Tol <br />1 00 <br />N <br />6 <br />PANTRY <br />a <br />W <br />--�..--TIL�E- <br />T <br />-$-Q�r-- <br />0 <br />FLAT CL <br />UI <br />- <br />- - - - <br />O <br />" <br />DEEP <br />H.B. <br />%2 <br />29'-8" <br />7'-8" <br />BUILDER TO <br />COI PROVIDE <br />APPLIANCE <br />p <br />PROTECTION <br />2_6" <br />WHEN REQUIRED <br />PER FBC <br />2 <br />CAR GARAGE <br />8'-0" CLG. <br />20'-O< <br />SEDGE OF SLAB 2" <br />BEYOND WALL <br />DK <br />S3 <br />I 11 I <br />I rl I <br />Igo ��pp I <br />IIX-NI <br />i1/3 << <br />R&S - I2668 <br />8'-8" iv 64" <br />5068 B.F. <br />BEDROOM 2 <br />8'-0" CLG. <br />CARPET <br />25-SH <br />EGRESS <br />O <br />S3 <br />W <br />r1----------- <br />I <br />I <br />I <br />II <br />I <br />I <br />I <br />I <br />I <br />II <br />I <br />I <br />O0 <br />0 <br />I <br />p <br />II <br />a <br />LLJ <br />I <br />W <br />I <br />II <br />r- <br />I <br />X <br />I <br />I <br />I <br />� <br />I <br />II <br />NOTE: FINISHED <br />WALLS TO BE <br />FLUSH. VERIFY IN <br />FIELD. <br />K <br />S3 (3) 2x4 #2 SPF w/ <br />DTT2Z @ BASE <br />CC <br />D <br />G.T. <br />S3 <br />_ <br />10'-108" <br />FOYER : - <br />9'4' CI <br />IL�5 6)-3- <br />3068 <br />H DR AT 7'-4'- <br />1111 Mill <br />ib00 <br />M <br />14'-6" <br />2668 <br />5'-4" <br />I <br />BEDROOM 3 <br />8'-0" CLG. <br />CARPET <br />10'-4;" <br />-1 <br />25-SH <br />EGRESS <br />(D <br />U- <br />m <br />U)Q <br />uiio � i Y o <br />BH <br />1 8'-d" CEC <br />1 TILE <br />r� I 5 3 <br />Ica <br />I� <br />TB <br />I <br />I <br />FIBERGLASS <br />SURROUND a <br />'-7 <br />3" <br />An <br />K TYP @ <br />S4 GARAGE <br />OPENING <br />J <br />U? <br />0 <br />IiENTRY <br />I I <br />8'-0" CLG. <br />I I <br />I I <br />R&S <br />M N <br />( 7'-6" <br />068 B.F. <br />I <br />BEDR OM 4 <br />- CA PET <br />U) <br />=6 <br />om(W9 O <br />� <br />F-:I <br />0 <br />TYP @ 1 <br />_ <br />STORY <br />I <br />et <br />HEADER SCHEDULE <br />MARK <br />HEADER SIZE <br />REMARKS <br />H 1 <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=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 } X 25 i <br />S.H. <br />13 <br />20X38J <br />184X37i <br />S.H. <br />14 <br />20 X 501 <br />18 } X 50 <br />S.H. <br />15 <br />20 X 63 <br />18 4 X 621 <br />S.H. <br />16 <br />20 X 72 <br />18 J X 714 <br />S.H. <br />1 H2 <br />27 1/4 X 26 <br />26 X 25 <br />S.H. <br />1 H3 <br />27 1/4 X 38 <br />26 x 371 <br />S.H. <br />1 H4 <br />27 J X 50 i <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 4 X 25 1/2 <br />S.H. <br />23 <br />37 1 X 38 <br />36 } X 37 3/4 <br />S.H. <br />24 <br />37 j X 50 <br />36 4 X 50 <br />S.H. <br />25 <br />37 j X 63 <br />36 } X 62 1/2 <br />S.H. <br />26 <br />37JX72 <br />36}X711/2 <br />S.H. <br />DOUBLE 2 WIDE <br />75" TALL <br />73 } WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 } 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 j <br />S.H. <br />36 <br />54 X 72 <br />52 4 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 />TIE WALLS TOGETHER BY ROTATING <br />BLOCKS EVERY OTHER COURSE <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 />rA <br />+29.7 / -30.8 <br />© <br />+29.7 / -39.2 <br />© <br />+28.3 / -30.8 <br />O <br />+28.3 / -36.4 <br />OE <br />+26.6 / -28.0 <br />OF <br />+26.6 / -32.2 <br />O <br />SEE SN SHEET O 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 />MASONRY HGT. @ 8'-0" A.F.F. <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 11131" (TRB) <br />1ST FLOOR LIVING AREA 1936 <br />LIVING TOTAL 1936 <br />GARAGE 416 <br />FRONT ENTRY 24 <br />TOTAL AREA 2376 <br />INSULATION REQ. <br />LOCATION <br />R-VALUE / TYPE <br />EXT CONIC WALL <br />R-4.1 HIGH PERM <br />EXT FRAME 2 x 4 <br />R-11/R-13 KRAFT FACED <br />FLOOR PLAN E L E V <br />B 1 <br />EXT FRAME 2 x <br />R-1KRAFT FACED <br />CONDITIONED CEILING <br />R-30 BLOWN -IN <br />(INSTALL BAFFELS AT EAVE) <br />SCALE: �4 "=1 r-0" <br />GARAGE SEPARATION <br />(GARAGE / LIVING) <br />R-11/R-13 KRAFT FACED <br />1. <br />OF fKZ::1, <br />4, <br />t (��`�iffflliZl S4. <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 <br />Florida Building Code - <br />Residential 6th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />it <br />FOD <br />EEo �p <br />ON <br />N m N J <br />y C GD LL <br />�# W <br />- <br />(ne- LL -ja <br />a <br />ZFU <br />QjMCN W h <br />J LL LL a s <br />r (31 <br />I. <br />cYa0 CC0 0 <br />j (6 N m m m <br />a <br />W_ <br />LL <br />��pjO' p <br />00 N <br />Z V 00 <br />04 <br />-ji ° ❑DD <br />W <br />Z N M <br />z � 8 <br />z o� <br />Q <br />J <br />� <br />z <br />LL <br />4.1 <br />C _ <br />w � <br />Q A <br />U <br />O <br />w S <br />(/ ! <br />Ly N <br />U <br />W <br />J <br />�- s <br />r <br />$'o <br />U <br />L N 8 <br />Q Y <br />• <br />�0 <br />N O! <br />ti <br />w <br />M <br />M <br />z ¢ <br />H <br />Z <br />J <br />U- <br />ce = <br />E OU <br />60 <br />oa <br />Vtt <br />N <br />~ <br />o¢ <br />o <br />'o <br />Z <br />o = <br />N � <br />a=a <br />wo <br />0 <br />4? <br />ao <br />0. <br />mo <br />oX <br />ZN <br />COym <br />'¢w <br />< <br />W-j <br />3 <br />a ' <br />a <br />z <br />o <br />g <br />Q <br />0LL <br />d <br />N <br />W <br />U > <br />�a o <br />wz <br />f <br />o <br />J Z <br />�a <br />=3 <br />' h <br />'o <br />o <br />�t <br />w <br />`;la <br />o� <br />0 3 <br />L <br />� <br />T <br />W <br />co <br />2 <br />T- <br />O 04 <br />J � <br />�+ 04LO <br />T <br />�0 <br />T <br />N <br />Z <br />m <br />Z <br />:3 <br />E (:) <br />U) <br />m <br />C <br />E <br />o ?? <br />C <br />C- <br />0 J <br />Q <br />J <br />JOB <br />NO: <br />20-6579 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />1 <br />
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