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2893 Lytton Hall Dr
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2893 Lytton Hall Dr
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Last modified
2/28/2025 11:37:20 AM
Creation date
2/28/2025 11:03:25 AM
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Building Plans
Street #
2893
Location
Lytton Hall Dr
Contractor
Lennar Homes
Building Plans - Permit #
872
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0 <br />v <br />General Notes <br />HEADER SCHEDULE <br />R302.5 Dwelling/Garage Opening/Penetration Protection. <br />MARK HEADER SIZE REMARKS Opening and penetrations through walls or ceilings separating the <br />dwelling from the garage shall be in accordance with sections <br />H1 (2) - 2X6 #2 SYP W/ 1/2" R302.5.1 through R302.5.3. <br />FLITCH PLATE <br />OR302.5.1 Opening Protection. Openings from a private garage <br />H2 (2) - 2X8 #2 SYP W/ 1/2" directly into a room used for sleeping purposes shall not be <br />FLITCH PLATE permitted. Door between garage and residence shall be equipped <br />(2) - 2X10 #2 SYP W/ 1/2" with solid doors not less than 1 3/8" in thickness, solid or <br />H3 FLITCH PLATE honeycomb -core steel doors not less than 1 3/8" thick, or <br />20-minute fire -rated doors. <br />H4 (2) - 2X12 #2 SYP W/ 1/2" <br />FLITCH PLATE R302.5.2 Duct Penetration. Ducts in the garage and ducts <br />penetrating the walls or ceilings separating the dwelling from the <br />H5 (2) - 1 314" X 11 1/4 LVL garage shall be constructed of a minimum No. 26 gage (0.48 mm) <br />2.0E Fb=2600 PSI sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl <br />(2) - 1 3/4" X 9 1/4" duct board, or other approved material and shall have no openings <br />H6 LVL 2.0E Fb=2600 PSI into the garage. <br />R302.5.3 Other Penetrations. Penetrations through the separation <br />H7 (2) - 1 3/4" X 16" required in Section R302.6 shall be protected as required by <br />LVL 2.0E Fb=2600 PSI section R302.11, Item 4. <br />H8 (2) - 1 314" X 7 1/4" R302.6 Dwelling/Garage Fire Separation. <br />LVL 2.0E Fb=2600 PSI The garage shall be separated from the dwelling as per the <br />following: <br />(2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for . From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or <br />R.A.G. Bearing Wall Call Out When equivalent applied to garage side. <br />FLITCH PLATE q PP • 9 9 <br />59'-4" Straps are Required • From Habitable Rooms Above Garage - Not Less than 5/8" <br />* 15'-0VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED Type-X Gyp. Bd. or equivalent. <br />** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND • Structure(s) Supporting Floor/Ceiling Assemblies -Not Less <br />37'-8" 6-0"" <br />10 <br />REQUIRED STUDS than 1/2" Gyp. Bd. or equivalent. <br />21'-5" 16'-3" 5'-0" -0" • 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 />WINDOW SCHEDULE R312.2.1 Window Sills. <br />A In dwelling units, where the top of the sill of an operable window is <br />S3 O R.O. CMU R.O. FRAME located less than 24 inches (610 mm) above the finished floor and <br />35-SH H.B. SIZE (Flange) (Fin) TYPE greater than 72 inches (1829 mm) above the finished grade or <br />12 20 x 26 other surface below on the exterior of the building, the operable <br />18 X 25 S H window shall comply with one of the following: 1. Operable <br />I Lu Lu %7t <br />13 20 X 38 184 X 37 S.H, windows with openings that will not allow a 4-inch-diameter (102 <br />Z JZ 1r1� p I mm) sphere to pass through the opening where the opening is in <br />--`�Y 00 1 = 14 20 X 50 1 18 j X 50 S.H. its largest opened position. 2. Operable windows that are provided <br />N= �W TILEI I ENTRY _ with window fall prevention devices that comply withASTMF2090. <br />04 3 b 15 20 X 63 18 X 62 S H 3. Operable windows that are provided with window opening <br />30'-0" � 1a'2'-3" 1 8'-0" FLAT CLG. control devices that comply with Section R312.2.2. <br />I 16 20 X 72 18 } X 71 S.H. <br />1. 4'-0" \ <br />CAFE = 1 11i2 27 1/4 X 26 26 X 25 S.H. Chapter 45 Private Swimming Pools, Section R4501.17.1.9 <br />FAMILY ROOM CARPET WK All doors and windows providing direct access from the home to <br />VAULT. CLG. 1113 27 1/4 X 38 j 26 x 371 S.H. the pool shall be equipped with an exit alarm complying with UL <br />VIM <br />CARPET I ► 2017 that has a minimum sound pressure rating of 85 db at 10 <br />C7 N 1 H4 27 X 50 26 x 50 S. H. <br />PATIO � _ _ _ _ _ _ _ _ _ _ _ feet. Any deactivation switch shall be located at least 54 inches <br />\\� m W H I I I 1 H5 27 1 X 63 26 X 621/2 S.H. above the threshold of the access. Separate alarms are not <br />C7 n n required for each door or window if sensors wired to a central <br />O----------------------------------- I I I 1H27x72 <br />6 t 26X711/2 S.H. alarm sound when contact is broken at any opening. <br />E � - - - -- II 11 I I I a <br />I <br />22 37 � 2868 IIc� I I I I I X26 36 X25112 S.H. <br />ti J �Ru I M1507.2 Recirculation of Air. <br />I Exhaust air form Bathrooms and toilet rooms shall not be <br />Iil¢ I I I I 23 37 X 38 36 X 37 3/4 S.H. <br />recirculated within a residence or to another dwelling unit and shall <br />ULILINU <br />2:12E� I cQ,� A_ -- I l t I I I I 9 <br />I I I 24 37; X 50 36 jX 50 S.H. be exhausted directly to the outdoors. Exhaust air from bathrooms <br />I -0 1FLAT CL .. IL v� I I I I and toilet rooms shall not discharge into an attic, crawl space or <br />- <br />TILE I I I 25 37 X 63 36 X 62 1/2 S.H. other areas inside the building. <br />9'-0" T-8" 2'-8" 4'-3" 6-10" T-7" <br />1 20'-9" I 8 26 37 X 72 36 } X 71 1/2 S.H. <br />OPT. D OPT. I GAS APPLIANCES <br />5'-0" V-785G DR ER VENT - -- - - - I I I I I DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. G.C. to verify location of gas riser before commencement of work. <br />S3 TH RU ROOF HANSON BOX @ I I I o Where gas water heaters are installed. Water heaters shall be <br />- -- - 36" A.F.F. - b installed a min. of 18" above flr. t where <br />,00 I I I O rp N 32 54X26 52X25} S.H. Per FBCR G2408.2. Except <br />appliances that are listed as flammable vapor <br />PP ignition resistant. P <br />L-----------� <br />*- o FIBERGLASS EDGE OF SLAB 2" °� I I I 33 <br />F- ti - F----------- -) S.H. <br />� ( _- - � BEYOND WALL I I I 54 X 38 � 52 � X 37 <br />M SURROUND 1 <br />(4) 2x4 #2 SYP N 10 M I D.W. 1 o o I I I <br />STUDS W/USP G i 00 K 2-CAR GARAGE <br />I I I 34 54X50 52X50 S.H. <br />'L - Z` - J e ' I I I 35 54 X 63 S.H. <br />_ S3 4_.„5►NKw/pISP - S3 8-0 FLAT CLG. 1 �' I I 52X62 OPENING PRESSURES <br />HTT4@ BASE <br />OI 2,16„ 2,_2, . 9 2$ 3' 4„ 5-s4 T I I 1 I I o ENCLOSED- EXPOSURE C <br />A I I I o 36 54 X 72 52 X 71 S.H. �� � <br />OWNERS I �4ITC - J��'H <br />N 1 T H E N -' /`1 I f 1 I I I 39X59 40 X 59 N/A S.H. (,& +29. 7/ -30. 8 © +29. 7/ -39.2 <br />I � - ' <br />I K III I III III <br />DOUBLE 39X59 79 X 59 N/A S.H. <br />SUITE 9'4'FLAT CLG,. 8'-©" SLAT CLG. <br />©DE +28.3 -30.8O+28.3 / -36.4 <br />PANTRY" TILE <br />TILE <br />8 „ FLAT LG. o +26.6 -28.0 +26.6 / -32.2MLT CLG. <br />RANGE <br />L- <br />'n= -- s 30 w s ,- - - 00 S3-------- -- <br />TYP @ 1 STORY TrtE - - -- 00 `-° O SEE SN SHEET O SEE SN SHEET <br />--- <br />CV <br />5-SH O O -- L <br />A HA L = R&S 140 MPH <br />Ln <br />- - - - - - - - - - - - - - <br />S3 60" X 36" R&S 2668 NOTE: WIND SPEED INDICATED ABOVE IS AN <br />--------------- 3 9'-4" FLAT CLG. 8'-0" c4 <br />SHOWER �N = "ULTIMATE" WIND SPEED. THE WIND PRESSURES <br />0 8'-34 io 3 -8a 10'-4" CARPET 4'-1" V-3" 1 LISTED ABOVE ARE ALLOWABLE PRESSURES <br />FIBERGLASS r� 0 4068 B.F. "' <br />SURROUND ,��� A SOFFIT DESIGN PRESSURE +34.0 / -44.8 <br />TZ w 4068 B.F. S3 <br />O12'-�' (0 4-SH (00D <br />A `� w 5 -321� 1 V-4" N N 2'-4" N 1 11'-10" 3'-0" g,_83. 1 <br />2668 BEDROOM 4 co WALL LEGEND <br />8'-0" FLAT CLG. w = 00 <br />- - <br />-------R&S ---1 2668 0, BATH � I CARPET 1 w M C T MASONRY HGT. @ 8'-0" A.F.F. <br /><; $'-0" FLAT CLG. <br />G <br />TYP. 2x FRAME WALL <br />W. I. C. - iTtL€ TB "b°° A m a) r` <br />8'-0" FLAT CLG. -_00 <br />�i o <br />CARPET I BEDROOM 2 �, I BEDROOM 3 I INTERIOR BEARING WALL <br />8'-0" FLAT CLG. I 8'-0" FLAT CLG. INTERIOR BEARING WALLS NOTED "FLOOR BEARING <br />AC PAD ___ __ - CARPET CARPET ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND <br />R&S __. REQUIRES NO UPLIFT CONNECTORS TO FLOOR <br />M <br />�'- -- 4-SH Tp- - - EGRESS I EGRESS I I SYSTEM <br />25-SH 25-SH H.B. AREA TA B U LAT I O N <br />A O O <br />S3 1 ST FLOOR LIVING AREA 1817 <br />LIVING TOTAL 1817 <br />30'-10" T-10" 20'-8" 00, <br />10. 59'-4" GARAGE 427 <br />FRONT ENTRY 32 <br />TOTAL AREA 2276 <br />FLOOR PLAN ELEV g 1 <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 />SCALE: %4"=V-0" <br />GARAGE SEPARATION <br />(GARAGE / LIVING) <br />R-11/R-13 KRAFT FACED <br />t1'llli <br />' ' IN <br />% n <br />J <br />. <br />To the best of the Engineer's 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 />W <br />W <br />Q <br />V <br />To <br />Epo co m <br />O 'I U N N <br />0 0 <br />V7 N J <br />Y CrII-1 u- <br />5 4t <br />m <br />.. <br />Qlu- <br />Cn r 10 li -1Ii <br />Mp f7 Wd ILL <br />7 <br />Vl- <br />a O� <br />jcZ <br />pt�mZ� <br />O13 <br />��pW a <br />N O O <br />Z <br />N M a U0 � <br />OU <br />W <br />Z N th <br />z <br />Q <br />N <br />M <br />�N <br />z <br />LL <br />� <br />U <br />O <br />w <br />w <br />Nr <br />Ly N <br />^ <br />::D V <br />w m <br />� J E <br />2 8 <br />r <br />I <br />Q N <br />s <br />Im <br />LO <br />o <br />� <br />M <br />w <br />z <br />Z <br />o< <br />of EI <br />C�L0 <br />E V <br />=o <br />�0 <br />oLL <br />�� <br />Q� <br />=® <br />oa <br />z <br />Ia <br />_ <br />o <br />o <br />U <br />pao <br />ao <br />< z <br />U0 <br />O <br />rz <br />w z <br />0 <br /><o <br />w <br />m <br />o <br />z <br />ru <br />N C <br />J <br />y <br />U <br />N m <br />Ott <br />Z <br />Q W <br />W <br />N <br />a 3 <br />a � <br />T � <br />¢ 0 <br />8I <br />LL <br />Q g <br />Z <br />g° <br />a <br />mF <br />F r <br />U <br />2 <br />oLL <br />Z <br />a <br />= 3 <br />lllllllllllll� <br />o <br />c0 <br />f <br />w <br />0 <br />�O <br />a <br />OU3 <br />sT <br />zed <br />° N <br />� <br />C <br />O <br />U <br />Al m <br />WCU <br />O CV <br />O <br />.� <br />J NLO <br />r <br />C.0 <br />C4 <br />� <br />oo CV <br />T- <br />m <br />w <br />T <br />C4 <br />y <br />o <br />Z <br />Z <br />E <br />E20 <br />c <br />a. <br />0 _j <br />Q 0 <br />JOB NO: <br />20-6222 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />1 <br />
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