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3034 Lytton Hall Dr
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3034 Lytton Hall Dr
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Last modified
3/3/2025 6:46:29 PM
Creation date
2/25/2025 9:36:35 AM
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Building Plans
Street #
3034
Location
Lytton Hall Dr
Contractor
Lennar Homes LLC
Building Plans - Permit #
252
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D <br />OPT. <br />1 1 1 I I I I <br />TYP @ 1 STORY <br />I I I <br />-- ---_ - <br />T 01 <br />I I l l <br />C (3) 2x4 #2 SPF w/ <br />SURROUND <br />"° <br />R&S <br />II <br />L1rJ I <br />N S3 DTT2Z @ BASE <br />-- - -- <br />C, <br />cat <br />60"x36" <br />HANSON <br />I <br />I <br />M <br />SHOWER <br />BOX @ 36" <br />9 I w I <br />I <br />A.F.F. <br />K a,CD <br />o <br />- <br />v <br />I <br />IF I <br />DRYER VENT <br />S3 r I I > <br />2868 <br />THRU ROOF <br />I <br />EDGE OF SLAB 2" I I <br />I <br />5'-3,1" <br />i 8z' <br />3' <br />10" <br />BEYOND WALL x <br />178 <br />'-1 Q4' <br />3'_0"! <br />COW 1 T-8" <br />2668 7,_8" <br />20'-O$" I � L <br />A <br />MW <br />00 <br />I <br />2 <br />2 CAR GARAGE <br />_ <br />T <br />OWNER'S SUITE <br />W.I.C. = <br />8'-0"CLG. <br />I <br />B <br />oo <br />'-0"� <br />CL <br />8'-0" CLG. <br />8'-0" CLG. r <br />I <br />2-6 <br />I I <br />CARPET <br />CARPET <br />I <br />BUILDER TO <br />PROVIDE <br />I <br />I <br />TYP @ <br />I <br />APPLIANCE <br />I I <br />I <br />KGARAGE <br />INE <br />W.H. _ PROTECTION <br />19 WHEN REQUIRED <br />N <br />I <br />- <br />L---•------- <br />OPENING <br />o <br />Q <br />---- - - - - <br />I <br />6" DP: ' <br />R&S <br />PER FBC <br />T <br />� <br />i <br />55'-10" <br />1'4" I. 7-10" <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 />HZ <br />(2) - 2X8 #2 SYP W/ 112" <br />FLITCH PLATE <br />H3 <br />(2) - 2X10 42 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 />20X26 <br />18JX25j <br />S.H. <br />13 <br />20 X 38 J <br />18 J X 371 <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 />20 X 72 <br />18 J X 71 j <br />S.H. <br />1 H2 <br />27 1/4 X 26 <br />26 X 25 4 <br />S.H. <br />1 H3 <br />27 114 X 38 j <br />26 x 371 <br />S.H. <br />1 H4 <br />27 4 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 j X 25 1/2 <br />S.H. <br />23 <br />37 j X 38 j <br />36 4 X 37 3/4 <br />S.H. <br />24 <br />37 � X 50 � <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 />73j 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 j <br />52 J X 37 i <br />S.H. <br />34 <br />54 X 50 j <br />52 j X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 4 X 62 � <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 />TIE WALLS TOGETHER BY ROTATING <br />BLOCKS EVERY OTHER COURSE <br />FLOOR PLAN - ELEV-B1 <br />SCALE: %4'=1'-0" <br />C;anarni Nntac <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. Ed. 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 />OA <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 />OE <br />+26.6 / -28.0 <br />(T) <br />+26.6 / -32.2 <br />GC� <br />SEE SN SHEET SN SHEET <br />6ruSEE <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 />1 +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 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 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 />(GARAGE / LIVING) <br />R-11/R-13 KRAFT FACED <br />MA <br />VV <br />- <br />�� <br />f�tflltfili;4ll` 0 <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 Florida Building Code - <br />Residential 61h 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 />0) <br />dW8 N`° <br />O V N <br />O O O G <br />. � <br />t i O N N N- p LL <br />M <br />0 �_ M�-yp # # W <br />3L_Lj (_4LL LL a. <br />H <br />N M W to <br />>L <br />a ra � Z 0 <br />C? `- m m 0 <br />C <br />W 2 Earn _j o <br />Z gn <br />LL a N Q MM z Q 0 j <br />U 1- <br />_ U ❑❑❑ <br />W <br />CD �o <br />W <br />z <br />J th <br />Ci N <br />E3 <br />WtA z <br />R+ U o <br />Vl _ LL <br />t` <br />C/� Y <br />f6 ru o <br />.O <br />w <br />to o <br />us <br />un <br />U m <br />w � <br />r- m E <br />0 8 <br />m i <br />l� <br />= <br />x <br />o <br />em <br />o <br />W <br />M <br />M <br />yz <br />o i <br />z <br />J <br />E <br />i ¢ <br />os <br /><I <br />ooi <br />CL <br />U <br /><� <br />=® <br />°w r <br />co <br />XO <br />a` <br />OO <br />°< <br />E)E <br />CV <br />O <br />z <br />o <br />Q <br />az <br />L <br />(d <br />Cn CY <br />O <br />m 0 <br />O <br />ZLL <br />J <br />a D <br />�z <br />M <br />C <br />`fi 7i <br />o <br />° <br />a <br />W <br />�0 <br />a� <br />SF <br />C:) <br />z <br />w� <br />�° <br />CD <br />za <br />0� <br />�N <br />0 <br />= <br />454 <br />J <br />L <br />C, <br />4� <br />> <br />'- <br />0 <br />N <br />O <br />> <br />M <br />.-. <br />< <br />C <br />C) <br />a. <br />A^l1 m <br />Co <br />F_ <br />W <br />= <br />`.. <br />o <br />o <br />O <br />C-4 <br />J O <br />T <br />N M <br />r <br />E <br />C <br />� coij <br />o <br />z <br />cc <br />z <br />E O <br />a- <br />E <br />0 _j Q o <br />JOB <br />NO: 20-2751 <br />SCALE : AS NOTED <br />SHEET NO. <br />1 <br />
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