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Last modified
2/26/2025 7:50:47 PM
Creation date
2/19/2025 2:45:50 PM
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Building Plans
Street #
6289
Location
Beverly Hills Dr
Contractor
Lennar Homes LLC
Building Plans - Permit #
Unknown
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M. <br />KITCHEN <br />MIRROR <br />0 <br />60 0 <br />ih <br />VARIES, 2" LESS THAN <br />CABINETS BELOW <br />MIRROR <br />VARIES <br />w /Q <br />MEDICINE <br />CABINET <br />oZ oLL <br />co M <br />KITCHEN <br />O. BATH BATHROOM 2 <br />INTERIOR DETAILS <br />SCALE: 1/4" = V-0" <br />NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION <br />GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS <br />24" TOWEL BAR <br />ON WALL ABOVE <br />TOILET TOWEL BAR <br />ON BATHROOM WALL <br />o I " <br />OD <br />TOILET <br />PAPER <br />I HOLDER <br />O <br />SHWR. SHWR. DOUBLE <br />CURTAIN HEAD RODS <br />ROD <br />z SINGLE <br />TOWEL BAR IN a ROD <br />TUB OR SHWR. w <br />SHWR. (=7 <br />VALVES o = o <br />zo <br />SOAP � <br />m o DISH U ion <br />in 4 - <br />o O <r m <br />TUB <br />42" H UPPER <br />CABINETS- <br />36" H UPPER <br />CABINETS - <br />16" FOR LINEN 30" H UPPER <br />1FOR PANTRY CABINETS - <br />OVERHANGS THAT <br />EXCEED 12" MAY <br />REQUIRE A SUPPORT <br />cc o <br />0 <br />BRACKET 36" H BASE <br />FINISHED CABINETS- <br />COUNTER TOP 30" H BASE <br />4 <br />oo <br />CABINETS - <br />lL <br />F N <br />In <br />d <br />O <br />2x <br />r n <br />m <br />ED <br />FRAMING o <br />1/2" GYP iv N <br />BOARD - - - <br />BATHROOMS, SHOWERS AND TUBS <br />CLOSETS / LAUNDRY SHELVING-vISLAND COUNTER CABINET BLOCKING <br />BLOCKING <br />AND <br />MOUNTING <br />DETAILS_ <br />SCALE: 1/4" = V-0" <br />1'4"X1'-4" "L" <br />SHAPE CMU <br />COLUMN <br />I <br />u <br />TYP. @ 2 <br />STORY. SEE <br />JJ/S6 @ <br />STEMWALL <br />2 <br />rn <br />to <br />Cl) <br />0 <br />oo <br />10 <br />1'-4"X1'-4" "L" -� <br />SHAPE CMU <br />COLUMN <br />9.t;,-n„ <br />1I T-0" 12'-0" <br />11'-8" <br />T-9" 8'-3" <br />AC PAD <br />HB O <br />35-SH <br />*- - - - - - - - - - - - - - - - - - - - - - <br />■ <br />LANAI NOOK <br />8'-0" FLAT CLG. AFF - �- - 8" W FLAT CLG. <br />TILE <br />- <br />I 124" - <br />- <br />� I <br />8 SGD <br />I <br />- <br />1711 <br />I. <br />a <br />0- <br />- FAMILY <br />8'-8" FLAT CLG. ► �i <br />I <br />CARPET j I pi <br />I <br />fi F4- <br />2'411,, <br />- - <br />8'-8" FLAT CLG. 2468 <br />- -- <br />- TILE <br />_ '-0 <br />FLOORG_T. <br />LID <br />-------- --- A <br />REF.--- - <br />16 <br />- <br />A <br />- g-74" <br />13 <br />-- <br />2x4 <br />DINING SPF <br />12 <br />S <br />STUDS w/ (3) 16d <br />(3) <br />8'-8" FLAT CLG. NAILS @ BASE S3 <br />11 <br />CARPET eo S3 <br />-_ <br />- <br />P <br />10 <br />42" H 1/2 WALL 3'_3" 4'-2 " 9 <br />_- <br />OR RAILING PER <br />SPECS <br />8 <br />FLOOR G.T. <br />-------- ---- --- - --- <br />7 <br />(3) 2x4 #2 SPF _ _ _ <br />6 <br />-- <br />STUDS w/ (3) 16d I <br />NAILS @ BASE _ X p <br />- M J <br />L`1 <br />2 3 4 5 <br />- <br />406R ARCH <br />� <br />c% P W D R GG <br />- <br />_ <br />(3) 2x4 #2 SPF 8'-8" FLAT CLG. ��`b I �'�ps S3 W. <br />`L <br />- STUDS w/ HTT16 --- - _ TILE _ _. j <br />I <br />AT BASE P j ; oo <br />- <br />FOYER PE K LAU N <br />is <br />- Q D. <br />-- <br />-- 8'-8" FLAT CLG. 8'-8" FLAT CLG. <br />� <br />I <br />- <br />- TILE r S4 TILE <br />i IIIIIIIIIIIII111111 <br />- <br />-- <br />r- o SW H1 <br />-- <br />6' 4" 6'-74' 4'-O T-234" <br />- <br />=- <br />_ _ 0" 17'-10" <br />- - <br />i� <br />EDGE OF SLAB 2" <br />35 BUILDER TO <br />LLJ <br />BEYOND WALL <br />D1 PROVIDE APPLIANCE <br />- <br />PROTECTION WHEN <br />I <br />NOTE: FINISHED WALLS <br />REQUIRED PER FBC <br />a <br />TO BE FLUSH. FIELD <br />- <br />I <br />I----- <br />- <br />VERIFY. G.T. <br />---- <br />8'-8" CLG. A.F.F. <br />----------- <br />- <br />1 O <br />I <br />8'-0" CLG. A.F.F. <br />ENTRY <br />54"3r22=-- <br />Z LU <br />Z <br />8'-0" FLAT CLG. AF <br />ATTIC -'''I <br />I <br />Q a <br />---- <br />GARAGE <br />A� <br />J06 <br />8'-0" CLG. A.F.F. <br />W <br />cC) <br />TYP. @ SINGLE <br />> I j <br />1'-4" <br />4'4" <br />STORY <br />(SEE AA/S3 FOR <br />STEM OPT-) S3 <br />r- <br />I <br />I <br />I <br />---- -- - <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />K <br />I <br />I <br />I <br />I <br />I <br />TYP. @ S4 <br />I <br />I O <br />GARAGE <br />I <br />------------------------------- <br />16070 OVERHEAD DOOR <br />16-0" <br />1'-8" <br />19'-4° <br />5'-8" <br />25'-0" <br />EXTERIOR WALL <br />W/ 2x4 WALL <br />PAD OUT <br />HANSON BOX @ <br />36" A.F.F. <br />DRYER VTE <br />��--PLUMBING LINE <br />TO SECOND <br />FLOOR <br />'-WIRE SHELF @ <br />+54" A.F.F. <br />O <br />U <br />C� <br />80 2 <br />U <br />90 <br />60 = <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) - 1 314" X 11 1/4 LVL <br />2.0E Fb=2950 <br />H6 <br />(2) - 1 3/4" X 9 1/4" <br />LVL 2.0E Fb=2950 <br />H7 <br />(2) - 1 3/4" X 16" <br />LVL 2.0E Fb=2950 <br />H8 <br />(2) - 1 3/4" X 7 114" <br />LVL 2.0E Fb=2950 <br />(2) 2X4 #2 SYP W/ 1 /2" <br />Follow Q/S4, See Plan for <br />RAG <br />FLITCH PLATE <br />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 />OPENING PRESSURES <br />ENCLOSED-EXPOSURE"C" <br />0A <br />+29.7 / -32.2 <br />© <br />+29.7 / -39.7 <br />© <br />+28.3 / -30.8 <br />OD <br />+28.3 / -37.0 <br />�E <br />+26.6 / -29.1 <br />OF <br />+26.6 / -33.5 <br />SEE SN SHEET <br />"�40 MPH ii6ii <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 +29.7 / -39.7 <br />WINDOW SCHEDULE <br />SIZE <br />R.O. CMU <br />(Flange) <br />R.O. FRAME <br />(Fin) <br />TYPE <br />12 <br />20X26 <br />182X252 <br />S.H. <br />13 <br />20 X 38 g <br />18 1 X 37 3 <br />S.H. <br />14 <br />20X5059 <br />182X50 <br />S.H. <br />15 <br />20X63 <br />182X622 <br />S.H. <br />16 <br />20X72 <br />182X712 <br />S.H. <br />1 H2 <br />27 114 X 26 <br />26 X 25 2 <br />S.H. <br />1H3 <br />271/4X383 <br />26x374 <br />S.H. <br />1 H4 <br />27 4 X 50 g <br />26 x 50 <br />S.H. <br />1H5 <br />274X63 <br />26X621/2 <br />S.H. <br />1116 <br />274X72 <br />26X711/2 <br />S.H. <br />22 <br />374X26 <br />361X251/2 <br />S.H. <br />23 <br />37 4 X 38 g <br />36 2 X 37 3/4 <br />S.H. <br />24 <br />37 4 X 50 a <br />36 # X 50 <br />S.H. <br />25 <br />37 4 X 63 <br />36 2 X 62 1/2 <br />S.H. <br />26 <br />37 4 X 72 <br />36 2 X 71 1/2 <br />S.H. <br />DOUBLE 2 WIDE <br />75" TALL <br />73 2 WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 2 X 25 2 <br />S.H. <br />33 <br />54 X 38,3 <br />52 2 X 37 4 <br />S.M. <br />34 <br />54 X 50 s <br />522' X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 'X 62 2 <br />S.H. <br />36 <br />54 X 72 <br />52 2 X 71 2 <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.M. <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 <br />Openings from a private garage directly into a room used for <br />sleeping purposes shall not be permitted. Other openings between <br />the garage and residence shall be equipped with solid wood doors <br />not less than 1-3/8" in thickness, solid or honeycomb -core steel <br />doors not less than 1-3/8" thick, or 20-minute fire -rated doors. <br />R302.5.2 Duct Penetration <br />Ducts in the garage and ducts penetrating the walls or ceilings <br />separating the dwelling from the garage shall be constructed of a <br />minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid <br />nonmetallic class 0 or classl duct board, or other approved <br />material and shall not have openings into the garage, <br />R302.5.3 Other Penetrations <br />Penetrations through the separation required in Section R302.6 <br />shall be protected as required by section R302.11, Item 4. <br />R302.6 Dwelling/Garage Fire Separation. <br />The garage shall be separated as required by Table R302.6. <br />Openings in garage walls shall comply with Section R302.5. <br />Attachment of gypsum board shall comply with Tab;e R702.3.5. <br />The wall separation provisions of Table R302.6 shall not apply to <br />garage walls that are perpendicular to the adjacent dwelling unit <br />wall: <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 <br />Outdoor swimming pools shall be provided with a barrier <br />complying with R4501.17.1.1 through R4501.17.1.14. <br />M1507.2 Re -circulation of Air <br />Exhaust air form Bathrooms and toilet rooms shall not be <br />re -circulated within a residence or to another dwelling unit and <br />shall be exhausted directly to the outdoors. Exhaust air from <br />bathrooms and toilet rooms shall not discharge into an attic , crawl <br />space or 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 />WALL LEGEND <br />MASONRY HGT, @ 8'-8" A.F.F. <br />MASONRY HGT. @ 8'-0" A.F.F. <br />TYP. 2x FRAME WALL <br />BEARING WALL <br />INTERIOR BEARING WALLS NOTED "FLOOR <br />BEARING ONLY" ARE FLOOR SYSTEM <br />SUPPORTING ONLY AND REQUIRES NO <br />UPLIFT CONNECTORS TO FLOOR SYSTEM <br />AREA TABULATION <br />FIRST FLOOR LIVING AREA 952 S.F. <br />SECOND FLOOR LIVING AREA 1121 S.F. <br />TOTAL LIVING AREA 2073 S.F. <br />GARAGE 396 S.F. <br />LANAI 104 S.F. <br />ENTRY 32 S.F. <br />TOTAL SQ. FT. 2605 S.F. <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 />FIRST FLOOR PLAN - B <br />SCALE: Y4"=1'-0" <br />N <br />tit � <br />,o <br />-o <br />� <br />®J 0 s <br />cia c.c o <br />= fO co >< <br />cc o <br />N C <br />.Cc <br />d , <br />, <br />O7 m <br />d <br />cm <br />y cs�d <br />� d u m <br />o <br />0 <br />�f l 14E9f�"Ort�jBf <br />V <br />ego p�� <br />.`. • r V V <br />�0� <br />J ul <br />° <br />0 <br />r °'• ° <br />A;ell •••a¢a <br />•aa.c <br />ESStO�b� <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 2020 Florida Building Code - <br />Residential 7th 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 />a N co8 <br />M CM 0 <br />0 .5 �0D coo N N r <br />N �r-�a <br />N O <br />•/ � V J <br />coJLL LL Ill <br />-J <br />In co 11 a- <br />V13 <br />Z 70 C O O. W <br />k Z 0 <br />0 a <br />W omN o <br />W co 1 j m w <br />z Z <br />LL <br /><. <br />U- N IJ-- <br />O U ¢ o <br />Z <br />W ❑ L7 <br />c9 <br />z N M <br />0 <br />z o <br />M <br />tn z <br />to C <br />W �J o <br />1 <br />4-1 <br />IIVV[[ w � <br />� <br />U � <br />o <br />W o <br />N w <br />(� r- cn <br />w � <br />z <br />zoo> <br />ti <br />o <br />Q0 <br />w <br />M M <br />29 'y52- <br />z Q <br />u- <br />woo <br />Q 0 <br />o <br />E: <br />9 lad <br />O 4 <br />_° <br />O K <br />CDQ <br />CV <br />z <br />O <br />¢ <br />z <br />r <br />L <br />c� <br />I _ <br />� <br />Z <br />Y <br />U <br />hOJ <br />m O <br />0 1 <br />Z <br />z <br />° <br />4 W <br />�z <br />Cl)J <br />U)- <br />a <br />o <br />LL <br />z <br />�o <br />a <br />NW <br />V <br />O <br />oLL <br />r� <br />o <br />co <br />w <br />�o <br />0 0 <br />y <br />>M <br />CO <br />m <br />a� <br />Q <br />N <br />in <br />Lid <br />~ <br />o <br />0 <br />Q N <br />04 <br />0 <br />N <br />T� <br />N <br />Q n <br />CV <br />ri lfi <br />o <br />Z <br />m <br />z <br />E r ( <br />c <br />a <br />U Q p <br />-J <br />JOB <br />NO : 22-06454 <br />SCALE : AS NOTED <br />SHEET NO. <br />1.1 <br />
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