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6400 Beverly Hills Dr
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Last modified
3/24/2025 3:12:22 PM
Creation date
2/19/2025 10:27:31 AM
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Building Plans
Street #
6400
Location
Beverly Hills Dr
Contractor
Lennar Homes
Building Plans - Permit #
5253
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- - _ R '1 _ IL__ I _ 1 I <br />c <br />C <br />d TYP @ 2 STORY O D <br />S6 <br />A S3 <br />25SH <br />VERIFY METER <br />LOCATION WITH <br />BUILDER <br />tH.B. <br />ih <br />C-2 <br />11 " <br />I <br />IUJ- <br />Co <br />21 11, in <br />EGRESS <br />11,�„ <br />5-SH 16" DEEP <br />PA TR w <br />Q <br />LA CL 1- <br />p VERIFY <br />S3 ELECTRI <br />rn <br />OCATION <br />K TYP' <br />AL PANEL S4 <br />21'-02" F - - - - - - - - - - <br />FIBERGLAS <br />SURROUND <br />�1� <br />B <br />I <br />AT <br />A <br />PLUMBING <br />LINE TO <br />SECOND <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />! <br />A <br />ALL <br />FLOOR <br />I <br />I <br />I <br />8'-8" F C G <br />W <br />z f.- <br />GG <br />S3 <br />I <br />I <br />I <br />o <br />N <br />TYP @ 2 STORY <br />3 <br />S6 <br />4'-0" <br />J <br />PLUMBING 6 WALL <br />LINE TO <br />SECOND = <br />FLOOR M <br />HDR AT 7'-4" 2668 <br />BEDROOM 6 <br />1, <br />8 -8 FLAT CLG. <br />CARPET <br />3"X32" P.L. 1.8E <br />W/ HTT4 @ BASE <br />2 <br />EDGE OF SLAB 2" <br />BEYOND WALL <br />UPLIFT <br />CAR GARAGE <br />8'-8" FLAT CLG. AFF I O <br />I S <br />I <br />I O 2 <br />I H <br />I o <br />11 <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I c <br />I <br />I <br />1 <br />I <br />� <br />86 <br />9.cl <br />_'_ <br />H2 <br />�t--- <br />I <br />I <br />I <br />I <br />x <br />0 <br />30 <br />1 <br />I <br />`-r° <br />I <br />I <br />I <br />I <br />I <br />I <br />RA <br />PATIO <br />�4 T-0" 2'-2" <br />14' <br />'-10" <br />BUILDER TO PROVIDE <br />I <br />21'-8" 1 <br />I <br />1 <br />I <br />26'-4" <br />1 <br />I <br />C <br />W <br />I <br />oCAFE <br />FLAT CLG. <br />9 CO <br />o CARPET <br />� <br />� <br />8 <br />4' <br />LA <br />CL <br />I <br />N <br />APPOA8'-8" <br />PROTECTION WHEN <br />REQUIRED PER FBC <br />2'-6" <br />W.H. <br />ro <br />iv <br />I <br />I NOTE: FINISHED <br />I WALLS TO BE FLUSH. <br />I VERIFY IN FIELD. <br />L----------- <br />K <br />S3 <br />I <br />___ <br />O <br />S <br />NK <br />/DIS <br />- <br />-J <br />I <br />I <br />I <br />I <br />_D._W_. <br />'L - 14 - J 18 .1 <br />---------� <br />1 <br />;0�r-- <br />Cl) <br />I <br />I <br />AV <br />19'-1Q211 <br />6'-10" <br />4'-2" <br />2'-3" <br />� <br />v <br />4t12" LO <br />FOYER <br />8'-8" FLAT CLG. <br />61 0,1 <br />- <br />- <br />j 1 <br />3068 I <br />B I <br />All I_OII <br />4-Y <br />O <br />r- <br />3-4"3'_72' <br />- <br />=5" <br />1 <br />N <br />+42" SLOPING I <br />HALF WALL <br />`b I <br />rL I <br />HDR AT 74" <br />NTRY <br />8'_8 FLAT CLG_A <br />M <br />FAMILY R M <br />� <br />= I11 cc <br />1 <br />�°- <br />- <br />3 J X3 2" P.L. 1.8E <br />1 GG H2 ram, <br />S3 <br />2 <br />STOR. <br />6SLOPE CLG. <br />4 <br />_ _ _ _ _ _ _ _ _ <br />N <br />8'-8" FLAT CLG. <br />CARPET <br />W/ HTT4 @ BASE - - <br />- <br />- <br />5 <br />FLEX <br />I <br />- r <br />811 <br />8'-8" FLAT CLG. <br />CARPET <br />M O <br />4 <br />} <br />- - <br />PAD AC PAD <br />GG <br />S3r1 <br />GG <br />S3 <br />1+42-SLOPING <br />TYP @ 2 STORY <br />3 <br />S6 <br />00 <br />HALF WALL <br />H.B.. TYP @ 2 STORY D D <br />� S3 1 S3 <br />S6 8 <br />42'-0" <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=2950 <br />H6 <br />(2) - 1 3/4" X 91/4" <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 1/4" <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 />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 4 X 25 } <br />S.H. <br />13 <br />20X38J <br />18JX37i <br />S.H. <br />14 <br />20X501 <br />184X50 <br />S.H. <br />15 <br />20X63 <br />18}X62J <br />S.H. <br />16 <br />20 X 72 <br />18 J X 71 } <br />S.H. <br />1 H2 <br />27 1/4 X 26 <br />26 X 25 J <br />S.H. <br />11-13 <br />271/4X38J <br />26x371 <br />S.H. <br />11-14 <br />27JX501 <br />26x50 <br />S.H. <br />11-15 <br />27 JX 63 <br />26 X 62 1/2 <br />S.H. <br />11-16 <br />274X72 <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 X 38 J <br />36 } X 37 3/4 <br />S.H. <br />24 <br />37 X 50 J <br />36 J 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 />37JX72 <br />36JX711/2 <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 J X 25 J <br />S.H. <br />33 <br />54 X 38 <br />52 4 X 37 J <br />S.H. <br />34 <br />54 X 50 <br />52 J X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 } X 62 1 <br />S.H. <br />36 <br />54 X 72 <br />52 } 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 />FIRST FLOOR PLAN - ELEV-Bl <br />SCALE: V=1'4' <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 112" 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 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 />0 <br />+29.7 / -32.2 <br />© <br />+29.7 / -39.7 <br />© <br />+28.3 / -30.8 <br />O <br />+28.3 / -37.0 <br />�E <br />+26.6 / -29.1 <br />OF <br />+26.6 / -33.5 <br />OG <br />SEE SN SHEET �H SEE SN SHEET <br />140 MPH 0 <br />"ISAN <br />NOTE: WIND SPEED INDICATED <br />"ULTIMATE" WIND SPEED. THE WIND PRESSURES <br />LISTED ABOVE ARE ALLOWABLE PRESSURES <br />SOFFIT DESIGN PRESSURE <br />1 +29.7 / -39.7 <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 "13111 <br />FIRST FLOOR LIVING AREA 1324 <br />SECOND FLOOR LIVING AREA 1762 <br />LIVING TOTAL 3086 <br />GARAGE 496 <br />ENTRY 30 <br />TOTAL AREA 3612 <br />PATIO 24 <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 I R-11/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />N <br />0 <br />N <br />O� <br />D <br />0 <br />C3 <br />_ <br />o "� <br />' <br />G W <br />Z <br />4J Q o <br />C A V N <br />C LA_ d <br />N <br />CN <br />Q N <br />3 = aw Y <br />o a W <br />a� o s c <br />W" ¢ <br />3 3 CU <br />m,o m= <br />• W a <br />,!r-- , c r: <br />N $ � <br />c � <br />4O o <br />f <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 <br />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 <br />E <br />FAO <br />� N <br />N <br />9;; <br />N p <br />d/i <br />z <br />, LL <br />yM� � J , <br />9 J LL W <br />V d Y <br />•-.6- <br />a C v .� <br />_ <br />W <br />W <br />= � CN0 <br />820-01 , 9 <br />Z <br />.� <br />co {w- <br />04 N Z _1 1- <br />,n <br />V <br />N <br />O cai 0 y <br />z <br />W <br />❑❑ <br />U <br />z � <br />z <br />Q � <br />vz <br />- N <br />0 <br />w <br />J <br />m <br />0 <br />w $ <br />N <br />c w <br />IJJ � <br />t <br />U � <br />W <br />a�E <br />N V <br />0 <br />mad <br />0z <br />Z <br />CDE <br />N It <br />gz <br />¢o <br />�d o <br />a <br />a� <br />1_ <br />C <br />0 <br />10 <br />0 <br />Z� <br />Zrt) <br />- C <br />x0 <br />NO <br />YZ <br />CL <br />E <br />0 <br />J <br />`� <br />a <br />z1a <br />3 <br />o <br />0( <br />J <br />Lf) <br />.� <br />Hcu <br />2 <br />M <br />:3r <br />Cr <br />T <br />Y <br />m <br />m <br />0 <br />� <br />al <br />N <br />Qi <br />o <br />O <br />00 <br />LO <br />C__)N <br />M <br />Q <br />r <br />LO <br />+✓ <br />0 <br />z <br />z <br />E CM <br />E <br />N <br />U <br />a <br />JOB <br />NO: <br />22-06471 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />1.0 <br />
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