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3196 Lytton Hall Dr
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3196 Lytton Hall Dr
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Last modified
2/28/2025 1:49:37 PM
Creation date
2/28/2025 11:05:31 AM
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Building Plans
Street #
3196
Location
Lytton Hall Dr
Contractor
Lennar Homes
Building Plans - Permit #
22242
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APPLIANCE <br />0 PROTECTION <br />2'-6" WHEN REQUIRED <br />PER FBC <br />2 CAR GARAGE <br />„ <br />8 -0 CLG. 20'-03" <br />rl___________ <br />I <br />I <br />I <br />I <br />I <br />I <br />I I <br />6" DP' <br />IRE <br />W.I.C. <br />CARPET �_,� <br />7'-8" <br />I <br />I <br />I <br />178 a <br />I <br />I <br />I <br />I <br />I <br />I <br />TIE <br />- <br />- <br />M <br />r <br />M w <br />I <br />0 S3 <br />5'-4" <br />(4) 2x4 #2 SYP STUDS fFIBERROGUA <br />W/ USP HTT4 @ BASE <br />co <br />I <br />FAMILY R M <br />9'-4" CLG. <br />CARPETFnYlt <br />^� <br />23'4" <br />2668 <br />HANSON <br />BOX @ 36" <br />A.F.F. <br />DRYER VENT <br />THRU ROO <br />I <br />I <br />I <br />I <br />EDGE OF SLAB 2" <br />BEYOND WALLv <br />3 <br />�t <br />11 1 I <br />I l l l <br />11x I <br />I1� Q (A <br />L <br />K (4) 2x4 #2 SYP <br />S3 STUDS W/ USP <br />HTT4 @ BASE <br />I li <br />I 0 <br />1 0 <br />I I 0o <br />= <br />I W <br />I >00 <br />XN <br />I <br />I <br />I I <br />NOTE: FINISHED <br />WALLS TO BE <br />I FLUSH. VERIFY IN <br />1 FIELD. <br />I <br />- - - - - ----- <br />CC DOP <br />S3 S3 <br />I <br />1 <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />rnI60"x36" <br />_ <br />o It <br />_ <br />_ <br />TYP @ 1 STORY <br />A <br />S3 <br />O2:12 <br />N <br />SHOWER <br />SS "' <br />D <br />T <br />AHU <br />; <br />R.A.G. <br />I <br />OPT. D <br />�► <br />' <br />VAULTED CLG. _ <br />N <br />tk <br />TILE <br />T <br />8 <br />8 <br />- <br />10 <br />10'-1" <br />3068 <br />72 <br />514' 4" <br />- <br />ENTRY <br />8'-0" CLG. <br />� <br />d <br />to <br />� <br />9'-4' <br />CL <br />i <br />11'-78 <br />6'-10" N <br />-HDR AT T-4" <br />- R&S - - - - - c�N 2668 <b°° <br />4'-7" 8'-8" iv 5'-4 " <br />I <br />I <br />4'-0" <br />14'-6" <br />- <br />C <br />2668 T <br />5'-4" °'' <br />NIN <br />I N <br />R&S <br />T-6" <br />o, <br />I <br />CAFE <br />8 0 CLG. <br />CARPET <br />I <br />1 5068 B.F. <br />OPT. <br />F. <br />RE-fi BEDROOM <br />I BAR ET' <br />I <br />aCARPET <br />F I r <br />'10'-4" <br />2 <br />BEDROOM 3° <br />8'-0' CLG. <br />10'-421 <br />I <br />4068 B.F. <br />I <br />BEDROOM 4PATIO <br />I 8'-0" CLG. <br />CARPET <br />11'-0" <br />in <br />o <br />wc------------] <br />I <br />f2c'n-4" 1 <br />-1wLO <br />-- <br />--_--- <br />_� <br />rnw <br />MOT <br />Mc7°° <br />/---� <br />� <br />"' <br />¢ <br />c�i > <br />20'-Q- <br />C7 <br />U <br />D.W. I °��I <br />3 2a a :, <br />L _ -_ <br />-� <br />ILE <br />5'-3 <br />" <br />SI <br />K w/ <br />ISP <br />2'-„2 <br />ih <br />/ m�� <br />/ I <br />/ <br />/ <br />/ I <br />�� <br />PANTRY =w <br />�0PANG <br />FLAT L .,c� <br />5-SH <br />16" DEEP <br />- <br />"aY' <br />� <br />li <br />0° <br />00 <br />(oa <br />I � <br />2n <br />1 <br />I <br />eo <br />TYP @ 1 <br />STORY <br />A <br />S3 <br />TIE <br />_ <br />■ <br />AC PAD <br />N <br />1 <br />1 <br />I <br />I FIBERGLASS <br />1 SURROUND •� <br />1 <br />ii <br />36 <br />_-___ <br />:0 <br />O <br />16 <br />_-- <br />: <br />25-SH 25-SH <br />H B EGRESS EGRESS <br />A <br />oS3 0 <br />29'-8" <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 />20X26 <br />184X254 <br />S.H. <br />13 <br />20X38 <br />18jX37j <br />S.H. <br />14 <br />20X50 <br />184X50 <br />S.H. <br />15 <br />20X63 <br />184X624 <br />S.H. <br />16 <br />20X72 <br />184X71 <br />S.H. <br />11-12 <br />271/4X26 <br />26X254 <br />S.H. <br />11-13 <br />271/4X38 <br />26x371 <br />S.H. <br />11-14 <br />274X501 <br />26x50 <br />S.H. <br />11-15 <br />274X63 <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 X 38 <br />36 4 X 37 3/4 <br />S.H. <br />24 <br />37 X 50 <br />36 4 X 50 <br />S.H. <br />25 <br />37 J X 63 <br />36 4 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 />52 4 X 25 i <br />S.H. <br />33 <br />54 X 38 j <br />52 4 X 37 i <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 j 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 />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 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 <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 />OF <br />+26.6 / -32.2 <br />GO <br />SEE SN SHEET K 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 />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 "Al "I <br />1 ST FLOOR LIVING AREA <br />LIVING TOTAL <br />GARAGE <br />FRONT ENTRY <br />TOTAL AREA <br />INSULATION REQ. <br />1936 <br />1936 <br />416 <br />20 <br />2372 <br />LOCATION I R-VALUE / TYPE <br />EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED <br />Al EXT FRAME 2 x R-1KRAFT FACED <br />FIRST FLOOR PLAN <br />CONDITIONED CEILING R-30 BLOWN -IN <br />(INSTALL BAFFELS AT EAVE) <br />GARAGE SEPARATION R-11/R-13 KRAFT FACED <br />SCALE: Y4"=1 '-On (GARAGE / LIVING) <br />L� <br />0 <br />z N O <br />OD <br />z a <br />Q o <br />� N <br />(7 <br />z <br />o <br />W IL <br />�N <br />vi 0 <br />a <br />O LL, <br />N c E <br />un <br />Ilk <br />U rn <br />Ljj <br />use_ 8 <br />61 <br />-4. <br />U o <br />c � 8 <br />¢ g o <br />®0 <br />4- <br />�m <br />N N <br />a <br />U) Z zw <br />a <br />o OU Fy w <br />LU <br />? O 2N�,< <br />� <br />�a�3 <br />ig/��f'���' <br />LLZ\ <br />o <br />J f� <br />�Ci <br />�''• <br />F <br />0 F E S `�A O��.� <br />!� Ff4FBdltitt6`L <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 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 />o <br />cfl <br />J <br />W <br />M <br />o� <br />z <br />Zd <br />ai E <br />w� <br />�� <br />zo <br />a@ <br />H 0 <br />_® <br />0 d <br />R0 <br />U <br />a¢ <br />�°CI <br />°Q <br />N <br />i <br />wo <br />ao <br />ww <br />r< <br />wmo <br />Y <br />U <br />° <br />Z <br />2,0 <br />3 <br />02 <br />W <br />U <br />LL� <br />w <br />o <br />a <br />�w <br />all w <br />w <br />s3 �� <br />0o <br />a <br />s< <br />ao <br />°~ <br />c O <br />0 <br />^L1 <br />W <br />■> <br />r <br />M <br />.-. <br />> <br />O <br />Q <br />�L <br />o <br />N <br />D.. <br />m co <br />�- <br />_ <br />c <br />r <br />rn <br />r <br />■� J r- <br />0 <br />T <br />i 0) -- <br />T <br />6 <br />r M N <br />o <br />z <br />E O <br />E <br />' <br />C9 <br />c <br />a <br />0 -j Q o <br />JOB <br />NO: 19-5907 <br />SCALE : AS NOTED <br />SHEET NO, <br />1.0 <br />I I;,I:�III rxlYGdtl ll:�, i II I, <br />IIIIII FN <br />
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