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3089 Lytton Hall Dr
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3089 Lytton Hall Dr
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Last modified
2/28/2025 12:54:15 PM
Creation date
2/28/2025 11:04:42 AM
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Building Plans
Street #
3089
Location
Lytton Hall Dr
Contractor
Lennar Home
Building Plans - Permit #
22756
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A <br />25-SH <br />0 <br />HEADER SCHEDULE <br />HEADER SIZE <br />REMARKS <br />kAR <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 W1 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 71/4" <br />LVL 2.0E Fb=2600 PSI <br />(2) - 2X4 #2 SYP W/ 1/2" Follow 0/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 J X 25 J <br />S.H. <br />13 <br />20X38j <br />18}X37i <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 62 J <br />S. H. <br />16 <br />20X72 <br />18jX71 j <br />S.H. <br />11-12 <br />271/4X26 <br />26X25} <br />S.H. <br />1 H3 <br />27 1/4 X 38 j <br />26 x 371 <br />S.H. <br />11-14 <br />27jX50j <br />26x50 <br />S.H. <br />1 H5 <br />27 J X 63 <br />26 X 62 1/2 <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 J X 38 i <br />36 4 X 37 3/4 <br />S.H. <br />24 <br />37 j X 50 j <br />36 } X 50 <br />S.H. <br />25 <br />37 J X 63 <br />36 J 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 WIDE <br />75" TALL <br />73 J WIDE <br />S.H. <br />32 <br />54 X 26 <br />524 X 25 � <br />S.H. <br />33 <br />54 X 38 J <br />52 4 X 37 j <br />S.H. <br />34 <br />54 X 501 <br />52 J X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 j X 62 j <br />S.H. <br />36 <br />54 X 72 <br />52 4 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 />FLOOR PLAN - ELEV-Bl <br />SCALE: %4"=V-0" <br />C',PhPrAI IVntPc <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 8 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 fir. per FBCR G2408.2. Except where <br />appliances that are listed as flammable vapor ignition resistant. <br />OPENING PRESSURES <br />ENCLOSED - EXPOSURE "C" <br />AD <br />+29.7 / -30.8 <br />© <br />+29.7 / -39.2 <br />© <br />+28.3 / -30.8 <br />OD <br />+28.3 / -36.4 <br />�E <br />+26.6 / -28.0 <br />O <br />+26.6 / -32.2 <br />GO <br />SEE SN SHEET Ku SEE SN SHEET <br />'� 40 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 />i1111111111111111 - ° <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 1113111 (TRB) <br />1ST FLOOR LIVING AREA 1555 <br />LIVING TOTAL 1555 <br />GARAGE 408 <br />FRONT ENTRY 42 <br />TOTAL AREA 2005 <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 <br />R-11/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />i� <br />fir' <br />� <br />F\{..- <br />4 <br />'•_� <br />O F E 5tiO,\ <br />i 4 <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. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />8 N N## <br />e- <br />0 0 0 J <br />N r 10 U_ u- <br />:ft CO <br />Q <br />M <br />2 - N J * Lu <br />=3 LLLLaa <br />a <br />6 c+�9 W N <br />JCL aaz0 <br />Zv <br />"It <br />�a)0 <br />W <br />mm°o <br />m o r- <br />W <br />LL Z <br />�E°'O' �o�i <br />O>z <OLn <br />NQ0Z :D <br />Z <br />V 1,- <br />U ❑7F <br />W <br />z N S <br />N <br />z <br />Q = <br />J fh <br />0- N <br />C_� <br />*v <br />� n <br />Q <br />O <br />��>_ <br />w F <br />�N= <br />U m <br />e, <br />U 'o <br />C <br />Q o <br />° <br />�d <br />soy <br />o <br />M(n <br />w <br />Z <br />M <br />¢ <br />� <br />L.L <br />ce EI <br />2 0 <br />¢ <br />41 <br />o <br />E <br />a= <br />Z® <br />co <br />-0U <br />0 <br />z <br />N <br />a10 <br />�o <br />¢o <br />IXZ <br />w� <br />XZ <br />U <br />m0 <br />o <br />of <br />2 <br />z <br />(_ <br />� J <br />ym <br />i?� <br />TZ <br />gvwi <br />�n <br />Z Z <br />gU <br />a <br />W <br />Q 3 <br />U 3 <br />LL <br />zg <br />1w <br />k <br />�3 <br />� <br />ao <br />o� <br />= <br />o <br />J <br />m� <br />�I� <br />�O <br />a <br />Cfl <br />Q <br />i< <br />UU3 <br />�M <br />0 <br />= <br />> (� <br />L <br />m <br />W <br />0 <br />.! <br />N <br />LO <br />� <br />T <br />�1 <br />. <br />a. <br />o <br />m <br />co <br />2 <br />N <br />O <br />� N <br />0) <br />L() <br />, V <br />r <br />J <br />LO <br />r <br />2 N <br />000 <br />r <br />LC) <br />o <br />T <br />M <br />o <br />Z <br />m <br />Z <br />E O <br />vi <br />cc <br />a <br />E <br />U <br />Q p <br />c <br />JOB <br />NO: <br />20-1126 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />1 <br />
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