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Last modified
3/20/2025 10:46:45 PM
Creation date
2/18/2025 4:31:12 PM
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Building Plans
Street #
6349
Location
Beverly Hills Dr
Contractor
Lennar Homes
Building Plans - Permit #
5255
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TM_ <br />I <br />KITCHEN <br />MIRROR <br />0 <br />00 0 <br />o <br />OWNER BATHROOM <br />KITCHEN <br />BATHROOM 2 <br />INTERIOR DETAILS_ <br />1'-4"X1'-4" "L" <br />SHAPE CMU <br />COLUMN <br />i <br />0 <br />CV <br />CV <br />00 <br />u <br />INME <br />IA <br />TYP. @ 2 <br />STORY.SEE <br />JJ/S6 @ <br />STEMWALL <br />o CQ <br />(0 O <br />NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION <br />VARIES, 2" LESS THAN GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS C <br />H UPPER <br />CABINETS BELOW CABINETS � <br />36" H UPPER <br />MIRROR CABINETS <br />SHWR. Si DOUBLE 30" H UPPER <br />CURTAIN HEAD RODS 16' FOR LINEN CABINETS <br />VARIES ROD 12" FOR PANTRY <br />�-•-�- Z OVERHANGS THAT <br />24" TOWEL BAR g SINGLE EXCEED 12" MAY <br />rn TOWEL BAR IN ROD <br />w ON WALL ABOVE REQUIRE A SUPPORT <br />TUB OR SHWR. <br />TOILET uJ 36" H BASE <br />BRACKET <br />TOWEL BAR 0 FINISHED CABINETS <br />ON BATHROOM WALL = o COUNTER TOP o O o <br />MEDICINE ? I SHWR. 30" H BASE o <br />CABINET a0 VALVES = b w CABINETS 00 <br />TOILET °? <br />SOAP u <br />PAPER O DISH -I o0 F <br />I HOLDER o O n LO n- 1'-2" <br />O 2x <br />O Z O Z o io o n d °Q FRAMING o 0 <br />a _¢ h r�M <br />> o M O 1/2" GYP iN <br />M `'' � N TU8 �7 BOARD N <br />FIN. FLIRT. FIR. FLR. FIN. FLR. <br />x <br />BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY SHELVING ISLAND COUNTER CABINET BLOCKING <br />b <br />BLOCKING AND MOUNTING DETAILS in <br />SCALE: 1/4" = l'-0" <br />1'-4"X1'4" "L" J <br />SHAPE CMU <br />COLUMN <br />2r,'-n" <br />13'-0" 12'4" <br />1'-4" i 1'-8" <br />T-9" 8'-3" <br />LPAD <br />HB <br />Op <br />35-SH <br />�. <br />- - - - - - - - - - - - - - - - - - - - - - <br />LANAI <br />I <br />NOOK <br />8'-0" FLAT CLG. AFF <br />8''8" FLAT CLG`P`* <br />I <br />TILE <br />- <br />12'-4" <br />2-4 <br />l 6068 SGD O <br />! <br />I <br />-- <br />■- <br />� I I <br />i <br />I I I <br />II NI <br />I I � I I <br />-- <br />- <br />-■ <br />- <br />I Eo I - w I O <br />"- <br />_ <br />-- <br />-- <br />3 1 z <br />Y I O <br />I O z <br />FAMILY �C3 <br />8'-8" FLAT CLG. <br />-W <br />- <br />CARPET I I pl I <br />- <br />- s 2'411" <br />I <br />8'-8" FLAT CLG. 2468 <br />- <br />TILE '-0 N <br />FLOOR G.T. L <br />- <br />-_ <br />-- <br />_ _ <br />------- --- --- -REF_ ~ - - <br />-- <br />- <br />5-74" <br />13 <br />DINING (3)2x4#2SPF <br />STUDS w/ (3) 16d GG 12 <br />8'-8" FLAT CLG. NAILS @ BASE 11 <br />CARPET io S3 <br />zo np 10 <br />- <br />-- <br />- <br />42" H 1/2 WALL T-311 <br />OR RAILING PER <br />SPECS 8 <br />FLOOR G.T._ <br />-------- - - - --- 7 <br />(3) 2x4 #2 SPF 6 <br />STUDS w/ (3) 16d <br />NAILS @ BASE XI UP <br />fV O <br />i� OI <br />L`1 2 3 4 5 <br />- <br />-■ <br />= <br />- <br />- <br />406� ARCH <br />j PW D R GG <br />(3) 2x4 #2 SPF 8'-8" FLAT CLG. `b <br />STUDS w/ HTT16 TILE �1`b6 I I `�`Q6d, S3 W.� <br />- - <br />AT BASE - 80 I <br />FOYER - -PE NK -�OCLAU N �CD <br />8'-8" FLAT CLG. D. <br />-8'-8" FLAT CLG. 0 PS4 <br />TILE TILE <br />I I I 1 1 1 1 1 1 1 1! I I 1 1 1 1 <br />I IS <br />_ <br />-- <br />-........-. <br />-19 <br />=- <br />-- <br />I SW H1 <br />71 <br />6'-4" 6 -7a 4'-0 7'-24 <br />r 0" 17'-101, W.H. <br />`y <br />EDGE OF SLAB 2 " <br />BEYOND WALL <br />BUILDER TO <br />35 <br />PROVIDE APPLIANCE <br />D1 PROTECTION WHEN <br />- <br />I <br />o <br />C <br />1 • <br />1 O <br />E N T RY <br />8'-0" FLAT CLG. AFFr <br />------ <br />i <br />I <br />-- <br />NOTE: FINISHED WALLS <br />TO BE FLUSH. FIELD <br />VERIFY. G.T.8'-8" <br />-- ---- <br />---------------- <br />GARAGE <br />8'-0" CLG. A.F.F. <br />W <br />C\I <br />REQUIRED PER FBC <br />CLG. A.F.F. <br />----------- <br />--.--------------- <br />8'-0" CLG. A.F.F. <br />154 x 22 L.- OZ Z <br />1ATTIC <br />LA�CES3'-----� o a <br />� U <br />W <br />UJ <br />TYP. @ SINGLE > uJ <br />-_- <br />_ <br />1'-4" <br />4'-4" <br />STORY <br />(SEE AA/S3 FOR A <br />STEM OPT.) S3 <br />I--------------- <br />I <br />I <br />1 <br />------------------ <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />1 <br />I <br />K I <br />TYP. @ S4 <br />I <br />I O <br />GARAGE I <br />I <br />------------------------------- <br />16070 OVERHEAD DOOR <br />1'-8" <br />16-0" <br />5'-8" <br />19'-4" <br />25-0" <br />r <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 />CC Ir <br />W W <br />W <br />Z J <br />205 <br />m <br />> -i <br />HB <br />U <br />-- H <br />60 = <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=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 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 />OPENING PRESSURES <br />ENCLOSED - EXPOSURE "C" <br />OA <br />+29.7 / -32.2 <br />© <br />+29.7 / -39.7 <br />+28.3 / -30.8 <br />O <br />+28.3 / -37.0 <br />DE <br />+26.6 / -29.1 <br />O <br />+26.6 / -33.5 <br />GG <br />SEE SN SHEET �H 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 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 />1821X252 <br />S.H. <br />13 <br />20X384 <br />182X374 <br />S.H. <br />14 <br />20X50a <br />182X50 <br />S.H. <br />15 <br />20X63 <br />182X621 <br />S.H. <br />16 <br />20X72 <br />182X712 <br />S.H. <br />Ill <br />27 1/4 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 8 <br />26 x 50 <br />S.H. <br />1H5 <br />274X63 <br />26X621/2 <br />S.H. <br />1H6 <br />274X72 <br />26X711/2 <br />S.H. <br />22 <br />37 4 X 26 <br />36 2 X 25 1/2 <br />S.H. <br />23 <br />37 4 X 38 e <br />36 2 X 37 3/4 <br />S.H. <br />24 <br />37 4 X 50 a <br />36 2 X 50 <br />S.H. <br />25 <br />374X63 <br />361X621/2 <br />S.H. <br />26 <br />37 4 X 72 <br />36 2 X 71 112 <br />S.H. <br />DOUBLE 2 WIDE <br />75" TALL <br />732 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 a <br />52 2 X 37 4 <br />S.H. <br />34 <br />54 X 50 a <br />52 2 X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 2 X 621 <br />S.H. <br />36 <br />54 X 72 <br />52 2 X 711 <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 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'rovalls 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 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 Tai 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 />WALL LEGEND <br />MASONRY HGT. @ 8'4" A.F.F. <br />MASONRY HGT. @ 8'4" 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-11/13 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 />R-11/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />FIRST FLOOR PLAN - B <br />SCALE: t/4"=V-0" <br />cU~M <br />jUtV <br />c1 <br />C. CO X <br />CU <br />- N L <br />c-1 <br />c"0N <br />is p M <br />=Q <br />C� <br />U7 <br />O <br />C <br />2 L <br />Q <br />O t� <br />h <br />0.0 <br />li N <br />Q) L1 <br />3 <br />O <br />r (� Z <br />o'"W <br />�NNNyti.� <br />`s1i <br />c1 R 0 1 Y°� <br />E'' <br />R. <br />s <br />F L <br />Q,?OP *WJ\\ <br />cr, <br />E SS 10 <br />r19 311lOIIi111111 <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and speclfirations contained within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residential <br />7th Edition. Engineer's signature and seal is only for <br />the structural <br />engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />tlJ <br />W <br />Q <br />CD <br />E n <br />O M S N <br />N N � J <br />c <br />O C s J LL <br />0 <br />U) <br />� n °COo ti * LU <br />U)r-- ti a - w a <br />a <br />Q <br />aj m y Y <br />Z <br />13 <br />16 <br />fm0 0o <br />Ez <br />o(0 o w <br />-J <br />Z <br />LL <br />N M Z Q� y O <br />0 <br />ZO <br />U CJ� <br />W <br />z N M <br />o <br />00 O <br />z 8 <br />Q <br />a <br />U) <br />n <br />Valli <br />(/'I <br />z <br />4--1 <br />W <br />� p <br />i� <br />Vt• <br />U <br />0 <br />N <br />�N <br />W p <br />c <br />CC5 <br />''- <br />U <br />w <br />- 6 8 <br />_ Z 6 <br />c(D <br />Q <br />M® <br />N <br />�� <br />m <br />w <br />M <br />S <br />Z <br />tJi <br />D_. 1_ <br />0 <br />00 g Z <br />> N <br />¢ N <br />Z® <br />co <br />¢ <br />g <br />U <br />Z <br />"d <br />O i= <br />N <br />57, U <br />a p <br />¢o <br />O <br />° a <br />aZ <br />tiz <br />¢=fu <br />mo <br />(n c <br />- <br />N <br />pY <br />�m <br />Z <br />z <br />Z <br />"� <br />Fm <br />¢w <br />zz <br />g0 <br />O 3 <br />oQ <br />LL <br />a <br />m <br />F <br />W <br />w <br />o� <br />r=3 <br />� <br />z <br />J <br />o <br />� <br />w� <br />Iw <br />;o <br />ao <br />0i <br />zia <br />U <br />c o <br />0 <br />rn <br />a� <br />L <br />o <br />co d, <br />=3 T <br />d- <br />Y <br />r <br />a <br />U) m <br />r <br />O <br />110 <br />r1*% <br />CN <br />ii <br />N <br />o <br />Nlin <br />'Q <br />N <br />r <br />m <br />o <br />N <br />iri N <br />o <br />Z <br />z <br />E r <br />M <br />C <br />n <br />o <br />U ° <br />Q p <br />JOB <br />NO: <br />22-02360 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />1.1 <br />
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