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6462 Beverly Hills Dr
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Last modified
1/29/2025 6:02:21 PM
Creation date
1/21/2025 3:40:06 PM
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Building Plans
Street #
6462
Location
Beverly Hills Dr
Contractor
Lennar Homes LLC
Building Plans - Permit #
5185
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TOP @ 9'-4" <br />� <br />f .. <br />iv <br />11 <br />- <br />3_ <br />- - <br />-- <br />o <br />1 <br />1 <br />I <br />_ <br />40 <br />- <br />o <br />--7 <br />A <br />O <br />A <br />S3 <br />TYP @STORY <br />i <br />o <br />m <br />-- -- <br />s <br />z <br />! ¢ <br />l <br />----- <br />9- <br />4 SH <br />ILJX11EE�O <br />i2 -- - <br />- -SW <br />14 �'-# " - <br />..I.. <br />1 <br />! <br />- <br />-o <br />b <br />r <br />1 (3� 2x4 #2 SYP <br />55 UDS W/ <br />DTT2Z @ BASE _ <br />i• <br />N <br />O 1 SEPW/O <br />o <br />CAFE <br />Q o0 S3 <br />m 8'-8" CLG. <br />CO I CARPET SHEARWALL D2 <br />O to <br />D <br />S3 <br />OPT. <br />_ REF__ ---- <br />- <br />2'- <br />i <br />ih <br />I <br />15 To- <br />I f - - - <br />1116 tnp <br />H1 11 N <br />- <br />H <br />868 <br />CC <br />S3 °0 <br />7cuawil <br />= <br />to <br />T W.H. <br />- J <br />a <br />CC I W <br />S3 1 O <br />0 <br />o <br />PANTRY I <br />I <br />BUILDER TO PROVIDE 1 <br />APPLIANCE PROTECTION I <br />WHEN REQUIRED PER FBC I <br />I <br />VERIFY LOCATION__ <br />ELECTRICAL PANEL------- S4 <br />----- <br />I <br />1 <br />i <br />1 <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />1 <br />l <br />1 <br />I <br />I <br />I <br />I <br />I <br />I <br />o, <br />,- <br />u <br />LI <br />" <br />H <br />-= <br />Al' <br />8'-Oa' <br />- <br />- <br />oo <br />TILE <br />OPT.i D O <br />co <br />NI <br />g_gp <br />� <br />M <br />T. <br />FLAT <br />CCL <br />1 TIL <br />. <br />0 <br />- - - <br />R&S <br />12" <br />DEEP <br />`� <br />o <br />CV <br />A <br />S3 TYP @ 1 STORY <br />HANSON BOX <br />\-DRYERVTE @ 36" AFF p <br />S3 <br />54'-4" <br />J <br />S6 <br />TYP @ 2 STORY <br />VERIFY METER <br />LOCATION WITH <br />BUILDER <br />1m <br />5'-8" <br />+5 <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/ 112" <br />FLITCH PLATE <br />H5 <br />(2) - 1 3/4" X 11 114 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 />HS <br />(2) - 1 314" X 7 1/4" <br />LVL 2.0E Fb=2950 <br />(2) - 2X4 #2 SYP W/ 112" <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 />20X26 <br />184X254 <br />S.H. <br />13 <br />20 X 38 J <br />18 J X 37 1 <br />S.H. <br />14 <br />20X50J <br />18JX50 <br />S.H. <br />15 <br />20X63 <br />184X624 <br />S.H. <br />16 <br />20X72 <br />184X714 <br />S.H. <br />1112 <br />271/4X26 <br />26X25J <br />S.H. <br />1H3 <br />271/4X38J <br />26x371 <br />S.H. <br />1H4 <br />274X501 <br />26x50 <br />S.H. <br />1 H5 <br />27 J X 63 <br />26 X 62 112 <br />S.N. <br />1 H6 <br />27 J X 72 <br />26 X 71 1/2 <br />S.N. <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 2 X 37 3/4 <br />S.H. <br />24 <br />37 J4 X 50 J <br />36 4 X 50 <br />S.H. <br />25 <br />37 J4 X 63 <br />36 z X 62 1/2 <br />S.H. <br />26 <br />37JX72 <br />364X711/2 <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 � X 25 � <br />S.H. <br />33 <br />54 X 38 J <br />52 z X 37 i <br />S.H. <br />34 <br />54 X 50 J <br />52 4 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 � 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 />General Nntet; <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 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+29.7 <br />/ -32.2 <br />© <br />+29.7 / -39.7 <br />© <br />+28.3 / -30.8 <br />OD <br />+28.3 / -37.0 <br />+26.6 / -29.1 <br />+26.6 / -33.5 <br />GO <br />SEE SN SHEET �H SEE SN SHEET <br />140 MPH <br />NOTE: WIND SPEED INDIGATED ABOVE <br />"ULTIMATE" WIND SPEED. THE WIND PRES <br />LISTED ABOVE ARE ALLOWABLE PRESSSOFFIT <br />R <br />DESIGN PRESSURE <br />+29.7.7 <br />WALL LEGEND <br />MASONRY HGT. @ 9'4' A.F.F. <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 1#13111 <br />FIRST FLOOR LIVING 1816 <br />SECOND FLOOR LIVING <br />1510 <br />LIVING TOTAL 3326 <br />GARAGE 453 <br />ENTRY 66 <br />TOTAL AREA 3845 <br />PATIO 24 <br />INSULATION REQ. <br />LOCATION I 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 />FIRST <br />FLOOR <br />FLAN <br />ELEV-Bl <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 r=1 r-Orr <br />I GARAGE SEPARATION JR-11/R-13 <br />KRAFT FACED <br />(GARAGE / LIVING) <br />', cv <br />ua <br />0 <br />C.� c m <br />C=) <br />_C - : <br />Q N Y r <br />d <br />> E � <br />01 � �6 <br />� >•. � to <br />Cc <br />,c <br />O ' <br />N• G <br />�,SE r <br />' ^'O <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 />9) <br />W 'i E <br />0 <br />0 L- m <br />- <br />� b <br />QNMd, # L� <br />G uLLI <br />J <br />LL LL d <br />In J <br />V _ w <br />d <br />Z � c0 o <br />c m z <br />o <br />CI �rallo O <br />WC) m <br />ILZ IN Nz ¢ J <br />INNO U �¢� <br />Z 00 <br />U <br />W ❑© <br />ti M � <br />z �o <br />�o <br />z <br />z o � <br />J - <br />rz <br />z v <br />0 o <br />�N <br />w <br />J <br />OW S <br />w LU J p� <br />U1 <br />¢ 04 o <br />N IM <br />�m <br />o <br />co <br />w <br />co <br />coO <br />zz z <br />S <br />E <br />�O <br />QN <br />O- o <br />z <br />z® <br />oa <br />H r0 <br />0 <br />R <br />0� o <br />O¢ <br />Oz <br />N � <br />L <br />ao <br />Q <br />dZ <br />(B <br />- _J <br />p <br />z <br />Nm <br />' 0 <br />O <br />Oz <br />z <br />QJ <br />J <br />a ° <br />aw <br />cn <br />o < <br />z <br />5° <br />Q <br />a <br />0 w <br />W <br />U <br />WLL <br />ao <br />aLL <br />�r <br />�� <br />o <br />J z <br />w� <br />>=°x <br />�I0 <br />CC) <br />10l¢T� <br />� <br />0 <br />2 O <br />i <br />aN.. <br />LO <br />LO <br />aD <br />T <br />Cal <br />W <br />� <br />L <br />N <br />J <br />U <br />m <br />to <br />LO <br />LO <br />Q <br />0 N <br />0') <br />N <br />CF) <br />Lin <br />M <br />Q M <br />r <br />of <br />m <br />LID <br />o <br />z <br />z <br />E CM I <br />a. <br />E ai <br />U ¢ p <br />JOB <br />NO: 22-06461 <br />SCALE : AS NOTED <br />SHEET NO. <br />1.0 <br />
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