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6336 Bar S Bar Trl
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Last modified
3/4/2025 4:55:57 PM
Creation date
2/18/2025 3:26:48 PM
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Building Plans
Street #
6336
Location
Bar S Bar Trl
Contractor
Lennar Homes
Building Plans - Permit #
5108
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A UI <br />FMMJ <br />KITCHEN <br />MIRROR <br />o <br />40 CD <br />u <br />0 <br />o <br />VARIES, 2" LESS THAN <br />CABINETS BELOW <br />F <br />RROR <br />MEDICINE <br />CABINET <br />a oZ 0z <br />LL Q LLQ <br />O > CV > <br />OWNER BATHROOM <br />Is <br />KITCHEN <br />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 />SHWR. SHWR. <br />CURTAIN HEAD <br />ROD 0 <br />24" TOWEL BAR <br />TOWEL BAR IN <br />ON WALL ABOVE <br />TUB OR SHWR, <br />TOILET TOWEL BAR <br />- <br />ON BATHROOM WALL <br />o <br />6o I <br />SHWR. • o-- <br />VALVES <br />TOILET q <br />PAPER cO <br />I HOLDER 4 <br />ro <br />v b <br />O <br />iV <br />FIN. FLR. <br />BATHROOMS, SHOWERS AND TUBS <br />O <br />TUB <br />DOUBLE <br />RODS <br />Lo <br />SINGLE <br />ROD <br />CLOSETS/LAUNDRY <br />1'-4"X1'4' "L" <br />SHAPE CMU <br />COLUMN <br />60 <br />io <br />0 <br />CV <br />N <br />0 <br />0 <br />M <br />(V <br />60 <br />42" H UPPER <br />CABINETS <br />36" H UPPER <br />CABINETS <br />30" H UPPER <br />16" FOR LINEN <br />CABINETS <br />12" FOR PANTRY <br />OVERHANGS THAT <br />EXCEED 12" MAY <br />REQUIRE A SUPPORT <br />BRACKET 36" H BASE <br />O FINISHED CABINETS <br />o <br />COUNTER TOP 30" H BASE <br />o <br />4 CABINETS 00 <br />o <br />0o a0 <br />LL tin <br />° <br />O 2x <br />17 <br />°9 FRAMING <br />==0 <br />1/2" GYP N °' N <br />v <br />BOARD <br />GIN. FLR. <br />FIN. FLR. <br />x <br />SHELVING <br />ISLAND COUNTER CABINET BLOCKING <br />BLOCKING AND MOUNTING DETAILS <br />SCALE: 1/4" = V-0" <br />0 <br />LO <br />TYP. @ 2 <br />STORY.SEE <br />JJ/S6 @ <br />STEMWALL <br />1'-4"X1'4' "L" J <br />SHAPE CMU <br />COLUMN <br />9.,_n„ <br />13'-0" <br />12'-0" <br />1'-4" <br />11'-8" <br />T-9" 8'-3" <br />AC PAD <br />HBVL <br />O <br />35-SH <br />■ <br />I <br />LANAI <br />_ <br />NOOK_ <br />I 8'-0" <br />FLAT CLG. AFF <br />8'-8" FLAT CLG. rsTa <br />I <br />TILE o <br />12'-4" <br />I <br />O <br />■ <br />■ <br />■ ■ <br />I <br />..I.. <br />II <br />Q_ <br />oLUI <br />�W <br />11 <br />Z- <br />El <br />FAMILY <br />0 <br />■ <br />8'-8" FLAT CLG. - - <br />I �I - - b <br />I ■ <br />CARPET <br />I p� <br />4 J" 2 <br />�I <br />2-411 <br />-- <br />_ .. <br />ITOHEILL <br />- 8'-8" FLAT CLG468 <br />TILE N <br />JIL <br />FLOOR G.T. <br />Ln <br />-------------- <br />-- <br />_ <br />-REF_ T <br />cell � 15 <br />5-74" <br />13 <br />DINING <br />#2 SPF <br />12 <br />STUD <br />STUDS w/ (3) 16d <br />GG <br />■ <br />■ <br />8'-8" FLAT CLG. <br />NAILS @ BASE <br />11 <br />CARPET oo <br />S3 <br />io <br />TYP <br />10 <br />42" H 1/2 WALL <br />T-3" 4'-24" <br />9 <br />OR RAILING PER <br />SPECS <br />8 - <br />FLOOR G.T. <br />(3) 2x4 #2 SPF A <br />STUDS w/ (3) 16d <br />■ <br />NAILS @ BASE <br />=I P <br />iv <br />O <br />M <br />OI <br />LL <br />1 2 3 4 5 <br />4068 ARCH <br />PWDR - - <br />GG <br />3 2x4 #2SPF <br />O <br />� 8'-8" FLAT CLG. <br />ti <br />W. <br />� <br />STUDS w/ HTT16 <br />TILE - <br />- <br />■ AT BASE <br />FOYER <br />TT o0 <br />O PE K <br />- <br />LAU N <br />8'-8" FLAT CLG. <br />Q 8'-8" FLAT CLG. D. <br />TILE <br />S4 TILE <br />Illlltrlrtlrlllllll <br />6'-4" -- <br />6-71"4' <br />p T-24" <br />W.H. <br />0" <br />1 T-10" <br />Q <br />EDGE OF SLAB 2" <br />BUILDER TO <br />-N <br />■ BEYOND WALL <br />pi PROVIDE APPLIANCE <br />PROTECTION WHEN <br />1 00 <br />NOTE: FINISHED WALLS <br />REQUIRED PER <br />FBC <br />1 <br />TO BE FLUSH. FIELD <br />1 <br />VERIFY. G.T. <br />8'-8" CLG. A.F.F. <br />I- <br />- - - - - - <br />- - - - - - - <br />- - <br />1 O <br />8'-0" CLG. A.F.F. <br />J <br />54 x22��`---� <br />0 Z <br />ENTRY <br />8'-0" FLAT CLG. AF <br />IATTIC <br />----- <br />GARAGE <br />g_ <br />`-----� <br />J <br />oa <br />J U <br />8'-0" CLG. A.F.F. <br />LL Cr <br />OP <br />Fr <br />04 <br />TYP. @ SINGLE <br />> w <br />1'4" 4'-4" <br />STORY <br />(SEE AA/S3 FOR <br />STEM OPT.) S3 <br />r---------------------------------- <br />I <br />I <br />I <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 />1 <br />TYP. @ S4 <br />I <br />I O <br />GARAGE--777777-777777-777--7 <br />I <br />I <br />---------------- <br />16070 OVERHEAD DOOR <br />1'-8" <br />16'-0" <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 />u <br />w w <br />W <br />J_ <br />�O� <br />m <br />HUH <br />L U <br />,I>O o?d 60 _ <br />HB <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 />DA <br />+29.7 / -32.2 <br />© <br />+29.7 / -39.7 <br />+28.3 / -30.8 <br />OD <br />+28.3 / -37.0 <br />OE <br />+26.6 / -29.1 <br />OF <br />+26.6 / -33.5 <br />GO <br />SEE SN SHEET OH 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 />+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 />20 X 26 <br />18 2' X 25 <br />S.H. <br />13 <br />20X383 <br />18'X374 <br />S.H. <br />14 <br />20X50$ <br />18 X50 <br />S.H. <br />15 <br />20X63 <br />182X622 <br />S.H. <br />16 <br />20X72 <br />182'X71 <br />S.H. <br />1 H2 <br />27 1/4 X 26 <br />26 X 25 <br />S.H. <br />11-13 <br />271/4X38 <br />26x374 <br />S.H. <br />1 H4 <br />2714 X 50 g <br />26 x 50 <br />S.H. <br />1H5 <br />274X63 <br />26X621/2 <br />S.H. <br />1 H6 <br />27 4 X 72 <br />26 X 71 1/2 <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 a <br />36 � X 37 3/4 <br />S.H. <br />24 <br />37 4 X 50 a <br />36 4 X 50 <br />S.H. <br />25 <br />37 4 X 63 <br />36 X 62 1/2 <br />S.H. <br />26 <br />37 4 X 72 <br />36 X 71 1/2 <br />S.H. <br />DOUBLE 2 WIDE <br />75" TALL <br />7312 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 4 <br />52 1 X 37 4 <br />S.H. <br />34 <br />54 X 50 s <br />521 X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 1 X 621 <br />S.H. <br />36 <br />54 X 72 <br />52 � 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.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 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 />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 <br />2073 S.F. <br />GARAGE <br />396 S.F. <br />LANAI <br />104 S.F. <br />ENTRY <br />32 S. F. <br />TOTAL SQ. FT. <br />2605 S.F. <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 <br />R-11/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />FIRST FLOOR PLAN - B <br />SCALE: Y4"=V-0" <br />(+? O <br />N <br />S KJ X <br />R5 <br />O O <br />O LU <br />fF,r <br />w� il �N. <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 <br />Florida Building Code - <br />Residential <br />7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions <br />of the drawing pages bearing <br />Engineer's <br />signature and seal. <br />10 <br />W <br />Q <br />ono <br />E 01) <br />O U 9t <br />N <br />Q <br />O N W J <br />N 6 m J UT <br />oo'n #LLw <br />W <br />� r t- LL uJ a <br />IC <br />c: co <br />_J ai <br />a L <br />__ <br />13 <br />MLLw <br />� : 0 0 <br />C <br />L -T O o l- <br />� �Nco � O J <br />W�rnrn ¢ a <br />LLW <br />N aNiz trtoO <br />Z <br />O U 0 (n <br />W <br />El ❑ ❑ <br />z N (•1 <br />z <br />(Z � <br />U) <br />N <br />N <br />z <br />0 <br />0 <br />a-1 <br />w o <br />�LnN <br />U <br />w m <br />- J E <br />� S <br />I <br />c <br />Q OD .X <br />�Q <br />N O! <br />o <br />w <br />M <br />co <br />z <br />O <br />Z <br />< <br />� <br />C <br />oo <br />eR <br />Q <br />E <br />?R <br />H2 <br />< -0 <br />�`�z <br />U° <br />0 <br />z <br />o ro <br />Qi <br />wz <br />CV t <br />o <br />Qomo <br />r <br />Nc <br />- � <br />oaz� <br />U <br />z <br />Cl) J <br />N m <br /><m <br />Q W <br />�Z <br />a, <br />g<Z <br />0 <br />51 <br />Q <br />Nz <br />W <br />10 <br />az <br />o <br />�a <br />< <br />it o <br />O <br />VCO <br />is <br />a � <br />° 3 <br />0 <br />.0 O <br />E <br />Orn <br />a� <br />N <br />LL <br />m <br />O <br />N <br />M <br />N <br />� <br />N <br />Q <br />N <br />r <br />ui <br />m <br />z <br />N <br />v; N <br />o <br />Z <br />z <br />E N <br />m <br />E <br />U <br />o «� <br />c <br />c <br />a- <br />Q p <br />_J <br />JOB <br />NO: <br />22-02370 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />1.1 <br />
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