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6306 Bar S Bar Trl
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Last modified
3/20/2025 11:46:07 PM
Creation date
2/19/2025 11:37:13 AM
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Building Plans
Street #
6306
Location
Bar S Bar Trl
Contractor
Lennar Homes LLC
Building Plans - Permit #
5062
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P <br />OWNER BATHROOM <br />0 <br />TEMP <br />OBSC <br />�I <br />0 <br />cM <br />0 <br />CV <br />0 <br />M <br />OWNER BATHROOM <br />BATHROOM 2 KITCHEN <br />NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION <br />GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS <br />VARIES, 2" LESS THAN <br />CABINETS BELOW <br />MIRROR <br />SHWR. SHWR. <br />CURTAIN HEAD <br />VARIESA ROD 0- <br />/ 24" TOWEL BAR TOWEL BAR <br />IL ON WALL ABOVE TUB OR SHN <br />TOILET- TOWEL BAR - <br />� ON BATHROOM WALL <br />MEDICINE - VALVESo� <br />CABINET <br />TOILET <br />PAPER <br />`O <br />° <br />SOF <br />DIS <br />I HOLDER <br />4 <br />In <br />;it <br />02 <br />C <br />4 <br />o <br />o> <br />iv> <br />o <br />n <br />O <br />TUB <br />FIN. FLR. <br />BATHROOMS, SHOWERS AND TUBS <br />J <br />DOUBLE <br />RODS <br />SINGLE <br />ROD <br />CLOSETS/LAUNDRY <br />VARIES PER <br />FLR. PLAN <br />TYPICAL HEADER HGT. <br />KITCHEN <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 />�- <br />OVERHANGS THAT <br />EXCEED 12" MAY <br />REQUIRE A SUPPORT <br />BRACKET 36" H BASE <br />O FINISHED CABINETS <br />0 <br />COUNTER TOP 30" H BASE <br />o <br />cD <br />oo <br />80 <br />4 CABINE]FLR <br />o <br />5 <br />LL tiNr <br />rc <br />0� <br />2. <br />7 'A?°? <br />M <br />FRAMING <br />� <br />1/2" GYP (V <br />BOARDFIN. <br />FLR. <br />FIN. <br />xP.T. <br />SHELVING <br />ISLAND COUNTER CABINET BLOCKING <br />ALT <br />_ I I AC PAD I <br />' Il 11 <br />f <br />11-4"X1'-4" "L" <br />SHAPE CMU <br />COLUMN <br />5'-0" 10'-4" <br />AC PAD TYP. @ J <br />2-STORY S6 <br />35 SH <br />DINING <br />� <br />8'-8" FLAT B LO CARPET <br />'- <br />N <br />J <br />S6 <br />TYP. @ <br />2-STORY <br />GREAT RM <br />8'-8" FLAT CLG. <br />CARPET <br />0 4'-4" _ <br />n (n 1/2 WALL <br />N OR RAILING <br />PER SPECS - <br />FLOOR G.T. <br />P <br />OP N <br />o TO I AB <br />. -- <br />-- O 2 # rSP <br />12"x12" CMU W/ (4) <br />#5 VERTICAL <br />L <br />�LANAI ------ I <br />8-8, „ FLAT CLG. A.F.F. <br />9'-8" <br />I I <br />I I <br />I I <br />I O I <br />6068 SGD tHB <br />2'4' 8141 I „I <br />(3) 2x4 #2 SPF LID I I <br />STUDS W/ (3) <br />ENTRY <br />8'-8" FLAT CLG <br />AFF <br />4' <br />TI <br />`MEN <br />EA WALL <br />EDGE OF SLAB 2" <br />BEYOND WALL W.H. <br />T-3" 4'-5" 6'-4' <br />Q BUILDER TO PROVIDE <br />C S4 APPLIANCE PROTECTION <br />S3 H1 HEN REQUIRED PER FBC <br />W/ USP LSTA 8 STRAPS ` <br />(CENTERED) EACH SIDE <br />- PLUMBING LINE <br />TO SECOND <br />FLOOR <br />rn O <br />c0 <br />2 <br />T <br />= <br />OF WALL TO FLOOR <br />J <br />o J <br />TRUSS ABOVE @ 16" O.C. <br />S6 <br />I.L <br />LU <br />z o EE <br />GARAGE <br />TYP. o <br />LIJ <br />8'-8" FLAT CLG. A.F.F. <br />Y <br />_ <br />N <br />z <br />r---------- <br />--------------------- <br />S3 0 <br />TYP. @ <br />FLOOR G.T. i <br />SINGLE <br />STORY <br />j <br />8"x16" CMU COLUMN I <br />o <br />I <br />W/ 6"x12" ABOVE I <br />_ <br />INTERGRATED INTO K i <br />HB <br />WALL W/ (2) #5 TYP. S4 I <br />_ <br />o <br />I <br />VERTICAL GARAGE <br />E <br />_._ <br />CO <br />- - - - - - - - <br />1 <br />- -- - - - - - - - - - - - - - - - - - --` <br />- - - - - - - - - - - - - - - - - - - - <br />16670 OVERHEAD DOOR <br />O <br />25'-0" <br />18'-8" <br />co <br />M <br />N <br />OPENING PRESSURES <br />ENCLOSED - EXPOSURE "C" <br />+29.7 / -32.2 <br />© <br />+29.7 / -39.7 <br />+28.3 / -30.8 <br />O <br />+28.3 / -37.0 <br />�E <br />+26.6 / -29.1 <br />+26.6 / -33.5 <br />SEE SN SHEET O 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 />20X26 <br />181X251 <br />S.H. <br />13 <br />20X38a <br />182X373 <br />S.H. <br />14 <br />20X505 <br />182X50 <br />S.H. <br />15 <br />20X63 <br />18X62 <br />S.H. <br />16 <br />20X72 <br />182'X712' <br />S.H. <br />1 H2 <br />27 1/4 X 26 <br />26 X 25 z <br />S.H. <br />11-13 <br />271/4X38g <br />26x373 <br />S.H. <br />1 H4 <br />27 1 X 50' <br />26 x 50 <br />S.H. <br />iH5 <br />27X63 <br />26X621/2 <br />S.H. <br />1 H6 <br />27' X 72 <br />26 X 71 112 <br />S.H. <br />22 <br />37 a X 26 <br />36 X 25 1/2 <br />S.H. <br />23 <br />37 J X 38 s <br />36 X 37 3/4 <br />S.H. <br />24 <br />37aX508 <br />3621X50 <br />S.H. <br />25 <br />37 a X 63 <br />36 2 X 621/2 <br />S.H. <br />26 <br />37 a X 72 <br />36 z X 71 1/2 <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 1 X 37 4 <br />S.H. <br />34 <br />54 X 501 <br />52 z X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 1 X 62 z <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 />HEADER SCHEDULE <br />MARK <br />HEADER SIZE <br />REMARKS <br />H 1 <br />(2) - 2X6 #2 SYP W/ 112" <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 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 />FIRST FLOOR PLAN - ELEV-B <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 />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 LIVING 728 S.F. <br />SECOND LIVING 1036 S.F. <br />TOTAL LIVING 1764 S.F. <br />LANAI 60 S.F. <br />GARAGE 379 S.F. <br />ENTRY 62 S.F. <br />TOTAL SQ. FT. 2265 S.F. <br />INSULATION REQ. <br />LOCATION R-VALUE / TYPE <br />EXT CONC WALL R-4.1 HIGH PERM <br />EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED <br />EXT FRAME 2 x 6 R-19 KRAFT FACED <br />CONDITIONED CEILING R-30 BLOWN -IN <br />(INSTALL BAFFELS AT EAVE) <br />GARAGE SEPARATION R-11/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />SEP 0 0 2022 <br />\lr <br />VIRTUAL R, <br />Virtual it<�`iiF ,r 1Q.SS,S�, tl11C. <br />Plans Rev•N c,Gi a a <br />for compliance With cite 2'02.0 1 L,=y 7th <br />Edition by Debra Armt,- Klahr PX2300 <br />'I <br />I lift/d! djgr� <br />`X\\0l6lel <br />••' <br />'ice <br />/cm <br />•o <br />��' •o.�i <br />`6 <br />B <br />F ct4 <br />®fib <br />.• <br />�• <br />E �0 <br />�"*�- <br />"?OBE <br />tQvk <br />d'��� <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 7th Edition. 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