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2967 Lytton Hall Dr
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2967 Lytton Hall Dr
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Last modified
2/28/2025 11:43:24 AM
Creation date
2/28/2025 11:03:29 AM
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Building Plans
Street #
2967
Location
Lytton Hall Dr
Contractor
Lennar Homes
Building Plans - Permit #
395
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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 />20X26 <br />184X25� <br />S.H. <br />13 <br />20X38j <br />184X37j <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 1 <br />S.H. <br />16 <br />20X72 <br />18 X714 <br />S.H. <br />1 H2 <br />27 1/4 X 26 <br />26 X 25 j <br />S.H. <br />11-13 <br />271/4X381 <br />26x371 <br />S.H. <br />1 H4 <br />27 4 X 50 1 <br />26 x 50 <br />S.H. <br />11-15 <br />27JX63 <br />26X621/2 <br />S.H. <br />i H6 <br />27 j X 72 <br />26 X 71 112 <br />S.H. <br />22 <br />37 j X 26 <br />3671 X 25 112 <br />S.H. <br />23 <br />37 J X 38 i <br />36 4 X 37 3/4 <br />S.H. <br />24 <br />37jX50j <br />36JX50 <br />S.H. <br />25 <br />37j4X63 <br />362'X621/2 <br />S.H. <br />26 <br />371X72 <br />364X711/2 <br />S.H. <br />DOUBLE 2 WIDE <br />75" TALL <br />73 4 WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 4 X 25 4 <br />S.H. <br />33 <br />54 X 38 j <br />52 4 X 37 j <br />S.H. <br />34 <br />54 X 50 j <br />52 J X 50 <br />S.H. <br />35 <br />54X63 <br />5271X624 <br />S.H. <br />36 <br />54X72 <br />524X71 <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 - 131 <br />SCALE: %4'=1'-0" <br />('=cnarol KIMnc <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 />Is 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 />A')i <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 />DE <br />+26.6 / -28.0 <br />OF <br />+26.6 / -32.2 <br />GG <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 "B1"I <br />FIRST FLOOR LIVING 1093 <br />AREA <br />SECOND FLOOR LIVING 1489 <br />AREA <br />LIVING TOTAL 2582 <br />GARAGE <br />FRONT ENTRY <br />TOTAL AREA <br />427 <br />35 <br />3044 <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 />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-11/R-13 KRAFT FACED <br />V <br />�V <br />4 <br />" <br />a <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained <br />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 />E <br />FW/- <br />M <br />cc) <br />O V <br />po <br />N0 ii <br />N <br />O C:)O m(0 <br />M N � C: <br />J <br />� � LL <br />0 <br />N <br />)" <br />LL <br />� a <br />Q <br />>mu' <br />aa� <br />zcrn� <br />zW <br />u o <br />0 o <br />X m O <br />W <br />a Ern <br />o a <br />Z <br />N O <br />NQmz <br />Q O <br />z <br />°< <br />oo❑ <br />W <br />(D <br />�g <br />z <br />N <br />� o � <br />Q � <br />J 0 <br />� N <br />zw4mill <br />.o <br />� -1 <br />W K <br />a <br />U <br />� Q <br />0 <br />-0,11./) <br />to <br />° <br />W <br />ev E. <br />= 22 <br />o <br />U m <br />W & <br />E <br />O 8 <br />, <br />= y <br />c o <br />o <br />co <br />w <br />Z <br />M <br />z <br />E <br />E ° <br />=z <br />�a <br />�Zco <br />Q� <br />Z® <br />°¢ <br />00 <br />S < <br />D <br />CN <br />az <br />¢o <br />0 <br />G <br />az <br />0w <br />y- <br />N C <br />c <br />Z <br />a <br />m O <br />zI <br />Zz <br />z <br />_ <br />in J <br />�m <br />°- <br />>Z <br />� z <br />") <br />a) 3 <br />; <br />22 < <br />Z ° <br />Qj° <br />aZ <br />U <br />a� <br />ap <br />a� <br />k <br />�- <br />3 <br />C) <br />CO <br />w <br />a r <br />�U3 <br />V <br />za <br />C <br />= <br />L <br />L <br />m <br />N <br />Al <br />W <br />m <br />0 <br />.> <br />M <br />N <br />> <br />�• <br />L <br />O <br />Q <br />C <br />CO <br />00 <br />= <br />I� <br />C <br />o <br />i� <br />. _ <br />C:) <br />V.7 <br />0 <br />LO <br />N <br />= M <br />N <br />T- <br />ui <br />T <br />CV <br />O <br />T <br />z <br />z <br />E O <br />to <br />2 <br />(0 <br />a <br />E <br />U <br />a <br />'a cc <br />c <br />-j <br />JOB <br />NO: <br />20-3567 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />1.0 <br />y'r <br />
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