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2825 Lytton Hall Dr
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2825 Lytton Hall Dr
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Last modified
2/28/2025 11:20:39 AM
Creation date
2/28/2025 11:03:08 AM
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Building Plans
Street #
2825
Location
Lytton Hall Dr
Contractor
Lennar Homes
Building Plans - Permit #
1100
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65'-0" <br />S3 <br />8'-6" <br />I I 5-SH CTP ---- R&S ---- BUILDER TO i----------- T <br />o� 0 6" DP. ( <br />N K PROVIDE I I <br />LINEN W.H. APPLIANCE I I I TYP @ <br />p PROTECTION I I I S4 GARAGE <br />- 2'-6" WHEN REQUIRED I I 1 OPENING <br />_ I O BAT W . 1, C , PER FBC I I I <br />■ OWNER SUITETB <br />- �? <br />8'-0" CLG. CLG r 8'-0 CLG. 7:1 I I I <br />CARPET -- - TILE °'_ CARPET 00 2 CAR GARAGE I I I <br />�,1 <br />icy <br />_� 8'-0" CLG. I I J <br />17'-8" - -1 - - _J-3 -0 7'-8" 20'-Oa <br />A M w gz{ 7 -3' I10 2668 I O I I <br />2868 - '- -',- - HANSON I p I I <br />L <br />BOX @ 36" EDGE OF SLAB 2" I I o I I o q <br />A.F.F. BEYOND WALL a I O = I I b) <br />60 •-36" -' - DRYER VENT K wSHOWER C THRU ROO S3 I >---- O <br />00 <br />D S3 (3) 2x4 #2 SPF w/ SS - ?- &S r -Ix`"DTT2Z @ BASE D - - - I Il11 I I CD I I <br />TIP 11 1 1 I I I <br />I I I <br />TYP @ 1 STORY 5-118„ I -_ <br />s 4'-0" <br />A o <br />1 t I-X P I NOTE: FINISHED I I <br />S3 �A V N. CAI WALLS TO BE I i <br />AHU I FLUSH. VERIFY IN I I <br />--8`--U' UL i. I I FIELD. I I <br />_7 <br />0-- ILE - - - - - - - - - - 1 ^ � T <br />r I - K CC D 1 00 <br />(3) 2x4 #2 SPF w/ S3 S3 T <br />6 $8 81 @ <br />DTT2Z 1 BASE <br />I <br />q = <br />In I I R.A.G. --- - - <br />b <br />FAMILY RM <br />O ^ 2:12 VAULTED CLG. _ j 9'-4" CLG. <br />-- CARPET �' OY R <br />I r- �I -I 3068 I o <br />9'-4''CL ENTRY <br />Ih CO f .11 <br />i-- <br />23'-8" T-10" 7'-8" 10'-108 In 5' 6„ 8'-0" CLG. <br />I I <br />_HDR AT 7'-4'_ <br />LU------- <br />i\-------R&S--_--- i\ 2668 <b°° 2668 - '-� - - - - - R&S ---- <br />4'-0" 11'-7g' 6-10" i4 4'-7" 8'-8" 54„ " 14,-6„ 5,�„ i� I i� 7'-6"04 <br />_ <br />in <br />5068 B.F. 4068 B.F. rM <br />REF. I ,� o - - <br />- I o Z <br />C° _ <br />IMFI ' - -- �- BEDROOM 2 M to �� �o <br />o-_-_--------- t-c-- T J <br />o � w '� <br />PATIO CAFE-----�____________] _ <br />w CARPET BEDROOM 3 - �P BEDROOM 4 N = <br />VAULT. CLG. , N d I D.W. I °� I 8'-0" CLG. A f l �I 8-0 CLG. Lh� A <br />_in o <br />0o u0i CARPET r Q aL _ 24 _ e ' -- _ b°° CARPET I $- CLG. r CARPET MW O <br />O ISP I I r 10-4 1 ILE <br />In C oo , cv > U SINK w/ <br />i 21'-2' 2'4' 2, " 10'-4" 2' 4' 5 -3� ,- 11'-0„ <br />VAULT. - L - - - cut)�� -T. CI_G,-'--- li lob `fP---; I cw <br />i Ih AV -TILE _ ro�`'� oo I � o� <br />00 -; - I TB --- TYP @1 <br />■ ' CV PANTRY 81�o <br />FLAT Cr I STORY <br />I A <br />L . <br />n_ <br />s_M <br />II FIBERGLASS <br />E]PADSURROUND <br />5-SH <br />S3 <br />16" DEEP <br />H.B. EGRESS EGRESS <br />O S3 O <br />29' <br />15-10" <br />19'-6" <br />HEADER SCHEDULE <br />MARK <br />HEADER SIZE <br />REMARKS <br />H1 <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 J X 25 4 <br />S.H. <br />13 <br />20X38j <br />184X37j <br />S.H. <br />14 <br />20 X 501 <br />18 4 X 50 <br />S.H. <br />15 <br />20X63 <br />18JX624 <br />S.H. <br />16 <br />20X72 <br />184X714 <br />S.H. <br />1 H2 <br />27 1/4 X 26 <br />26 X 25 4 <br />S.H. <br />1H3 <br />271/4X38 <br />26x37 <br />S.H. <br />1H4 <br />271 X 50 j <br />26 x 50 <br />S.H. <br />1H5 <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 X 38 <br />36 j X 37 3/4 <br />S.H. <br />24 <br />37 X 50 <br />36 j X 50 <br />S.H. <br />25 <br />37 X 63 <br />36 4 X 621/2 <br />S.H. <br />26 <br />37 X 72 <br />36 4 X 71 1/2 <br />S.H. <br />DOUBLE 2 WIDE <br />75" TALL <br />73 } WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 j X 25 4 <br />S.H. <br />33 <br />54 X 38 i <br />524 X 37 j <br />S.H. <br />34 <br />54 X 50 j <br />52 } X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 X 62 <br />S.H. <br />36 <br />54 X 72 <br />52 } 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 />Is 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 />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 />OF <br />+26.6 / -32.2 <br />OG <br />SEE SN SHEET HO 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 PRESSUREJ <br />+34.0 / -44.8 <br />WALL LEGEND <br />1111111117=MASONRY HGT. @ 8'-0" A.F.F. <br />TYP. 2x FRAME WALL <br />I 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 "A1" (TRA) I <br />1ST FLOOR LIVING AREA <br />LIVING TOTAL <br />GARAGE <br />FRONT ENTRY <br />TOTALAREA <br />1936 <br />1936 <br />416 <br />20 <br />2372 I <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-11/13-13 KRAFT FACED <br />FLOOR PLAN ELEV-Al <br />EXT FRAME 2 x <br />R-13 KRAFT FACED <br />CONDITIONED CEILING <br />I <br />R-30 BLOWN -IN <br />(INSTALL BAFFELS AT EAVE) <br />SCALE: Jq 1=11-OII <br />GARAGE SEPARATION <br />(GARAGE / LIVING) <br />R-11/R-13 KRAFT FACED <br />y;,�titiSilfll9R��e��' <br />�t�r <br />�c3R0rA' /41 <br />-\-�S, <br />JF <br />4� <br />.t <br />\�• <br />C9 <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 />Resldential 6th Edition. Engineers signature and seal is only for <br />the structural engineering portions <br />of the drawing pages bearing <br />Engineers signature and seal. <br />ep <br />/W <br />\_ <br />c00 <br />O N � # <br />O 10 N <br />V <br />N J <br />r 4 *co u <br />''5 N <br />yl <br />u) T J* W <br />tnn�-0 IL - a <br />a <br />�Mm w vi <br />LU <br />a W <br />Z <br />J LL K <br />o <br />Y°c, XmO <br />re C 1 m m <br />in�4'� a <br />Z <br />LLW <br />J <br />ao N o d O y <br />M Z <br />0 <br />„ W <br />N U J <br />O U ❑❑❑ <br />CD <br />z <br />� <br />Q <br />a <br />N <br />N <br />- <br />z -am <br />U <br />Qj <br />o <br />4-) <br />� � <br />U <br />- g <br />owg <br />N <br />c N <br />LU J <br />CIO <br />I <br />Q <br />�Ziwza?oOa�fO> <br />i <br />a <br />® <br />OO <br />01 <br />Zz¢aNzL <br />O <br />mpS <br />OZo�arzzZd <br />UM <br />o <br />ZW <br />�k <br />>O <br />O <br />cD <br />v <br />w <br />o� <br />za <br />a <br />°� <br />o3 <br />ACM <br />= <br />> <br />L <br />�, <br />N <br />> <br />0 <br />I <br />T <br />� <br />Z <br />T <br />Q <br />m <br />CO <br />�--- <br />M0 <br />'Cr: <br />N <br />T <br />T <br />T <br />1-" <br />C O <br />ai <br />E <br />r <br />N r <br />o <br />z <br />z <br />3 <br />E <br />N <br />m <br />f0 <br />a <br />E <br />U J <br />Q <br />c <br />J <br />JOB <br />NO: <br />20-8067 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />1 <br />
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