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6344 Bar S Bar Trl
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Last modified
3/21/2025 11:12:14 AM
Creation date
2/27/2025 11:22:54 AM
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Building Plans
Street #
6344
Location
Bar S Bar Trl
Contractor
Lennar Homes
Building Plans - Permit #
4628
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r <br />KITCHEN <br />O.BATH <br />I 7ioril � Lii7LILim- � 1 7!! 7 <br />KITCHEN <br />9 <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 />"LESSTHAN <br />VARIES, 2 <br />CABINETS BELOW <br />MIRROR <br />VARIES <br />U) <br />11 <br />LLJ <br />- <br />MEDICIN� <br />CABINET <br />. <br />0 02 <br />LL <br />> <br />9 <br />SHWR. SHWR. <br />CURTAIN HEAD <br />24" TOWEL BAR TOWEL BAR <br />ON WALL ABOVE TUB OR SHV <br />TOILET <br />TOWEL BAR <br />ON BATHROOM WALL <br />VALVES <br />E? <br />SHWR. $a- <br />50 <br />TOILET <br />&D SOAP <br />HOLDER <br />ifPAPER DISH <br />0 <br />7TUB <br />BATHROOMS, SHOWERS AND TUBS <br />z <br />cr <br />uJ <br />;P <br />&D <br />DOUBLE <br />RODS <br />SINGLE <br />ROD <br />BATHROOM 2 <br />9 <br />80 <br />42" H UPPER <br />CA INETS----,, <br />36" H UPPER <br />CABINETS <br />30" H UPPER <br />CABINETS <br />OVERHANGS THAT <br />EXCEED12"MAY <br />REQUIRE A SUPPORT <br />BRACKET <br />" <br />0 <br />0 <br />0 <br />36 H BA E <br />FINISHED CABINETS- <br />COUNTER TOP 30" H BASE <br />4 <br />00 <br />CABINETS- <br />F, <br />LL <br />i <br />- <br />�2 <br />2x <br />111 <br />FRAMING------_, 1� 4 <br />7 <br />112"GYP cli C', <br />BOARD - ------ <br />60 <br />9 80 <br />fd� 1 <br />CLOSETS/LAUNDRY SHELVING ISLAND COUNTER CABINET BLOCKING <br />BLOCKING AND MOUNTING DETAILS <br />SCALE: 1/4" V-121" <br />WIRE SHELF @ <br />+54" A. F. F. <br />PLUMBING LINE----_ <br />TO SECOND <br />FLOOR <br />DRYER VTE <br />HANSON Box @ <br />36" A.F.F. <br />EXTERIOR WALL <br />W/ 2x4 WALL <br />Z W <br />Z <br />PAD OUT <br />LD <br />2 <br />LU A001 <br />> W <br />60 <br />HB <br />12'-0" <br />13'-0" <br />8-4- T-91" <br />'-8" <br />V-4" <br />AC PAD <br />HB <br />35-SH I T <br />- - - - - - - - - - - - - - - <br />- - - - - - - - 1014 <br />NOOK <br />LANAI <br />R I 1 <br />8'-8 FLAT CLG. <br />TILE <br />8'-0" FLAT CLG. <br />AFF I <br />12-4- <br />6068 SGD <br />4 <br />--ICJ <br />C? <br />L <br />-J; Ln <br />u 0 <br />ED <br />J I <br />Z <br />z 0 1 <br />U) <br />11 � F, <br />FAMILY <br />8'-8" FLAT CLG. <br />CARPET <br />LE - - - <br />2'- - T <br />61 <br />J <br />1T CHET� <br />-A <br />I <br />2468 8'-8" FLAT CLG. <br />I M <br />V-0" TILE <br />FLOOR G.T. <br />JL <br />REF. <br />-------- <br />6 <br />i�Jl <br />- <br />4 - <br />15 <br />- <br />T3 q <br />(3) 2x4 #2 SPF <br />12 <br />DINING <br />STUDS w/ (3) 16d <br />GG NAILS @ BASE <br />8'-8" FLAT CLG. <br />S3 -- <br />00 <br />CARPET <br />0 .1 <br />0 <br />TYF,, (D <br />4'-2j" T-3- <br />42" H 1/2 WALL <br />OR RAILING PER <br />SPECS <br />FLOOR G.T. <br />7 <br />. . <br />. . . . . . . <br />6 <br />10 <br />UP <br />(3) 2x4 #2 SPF <br />STUDS w/ (3) 16d <br />NAILS @ BASE <br />r 7 <br />h <br />4068 ARCH <br />P WDR <br />GG <br />D. 3 <br />8'-8" FLAT CLG. <br />1 <br />(3) 2x4 #2 SPF <br />-- + <br />TILE <br />STUDS W/ HTT1 6 <br />OP <br />AT BASE <br />I <br />LP <br />PED-ZN i T <br />'01 FOYER <br />W. <br />V-13" I�YT�LG <br />0 <br />8'-8" FLAT CLG. <br />TILE W4 <br />0, 12 zN1 <br />-� 1,> <br />........ . . . . . . . ..... . . . . . <br />SW <br />TILE <br />I I -- <br />[ ,H <br />T-2j" V <br />4' _0" <br />�.H <br />6-7 4 <br />6-4 <br />17-10" <br />BU I LDER TO <br />0 <br />EDGE OF SLAB 2"-/ I <br />CIJ <br />PROVIDE APPLIANCE <br />BEYOND WALL <br />PROTECTION WHEN <br />REQUIRED PER FBC <br />NOTE: FINISHED WALLS <br />TO BE FLUSH. FIELD <br />I <br />8'-8" CLG. A.F.F. <br />G.T. VERIFY. <br />I <br />-- <br />- - - - - - - - - - <br />-1 - - - - - - - - <br />8'-0" CLG. A.F.F. <br />I <br />Ct ir <br />W W <br />I <br />JENTRY <br />W z =�r,54q:i1r.1 <br />0 <br />'-0" FLAT CLG. AFF <br />M ATTIC <br />U- <br />GARAGE <br />- - - <br />AGGI�§S <br />i.-L J <br />W <br />8'-O"CLG. A.F.F. <br />> 00 <br />TYP. @ SINGLE <br />STORY <br />�A (SEE AA/S3 FOR <br />�STEM OPT.) <br />3 <br />4'-4" V-4" <br />r- - - - - - - - - - - - - - - - - <br />- - - - - - - - - - - - - - - <br />K <br />S4 TYP. @ <br />I <br />GARAGE <br />- - - - - - - - - - - - - - - - --- <br />- - - - - - - - - - - - - -- A- <br />16070 OVERHE�D DOOR <br />V-8" <br />16-0" <br />V-8" <br />5t-8" <br />11 <br />19-4" <br />q <br />26-0" <br />1'-4"X1'-4" "L" <br />SHAPE CMU <br />COLUMN <br />9 <br />Irk <br />All <br />WA-0 <br />IN 78 <br />TYP. @ 2 <br />STORY.SEE <br />JJ/S6 @ <br />STEMWALL <br />co <br />L6 <br />SHAPE CMU <br />\- 1'4"X1'-4- "L" <br />COLUMN <br />HEADER SCHEDULE <br />MARK <br />HEADER SIZE <br />REMARKS <br />(2) - 2X6 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />(2) - 2X8 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />(2) - 2X10 #2 SYP W1 1/2" <br />FLITCH PLATE <br />(2) - 2X12 #2 SYP W/ 1/2" <br />FLITCH PLATE <br /><e>(2) <br />- 1 3/4" X 11 1/4 LVL <br />2.OE Fb=2950 <br />(2) - 13/4' X 9 1/4" <br />LVIL 2.OE Fb=2950 <br />(2)-13/4 X 16" <br />LVL 2.OE Fb=2950 <br />(2) - 13/4" X 7 1/4- <br />LVL 2.OE Fb=2950 <br />2X4 #2 SYP W/ 1/ <br />(2 2" <br />Follow Q/S4. See Plan for <br />RAG <br />FLITCH PLATE <br />Bearin g 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 />rA <br />+29.7 -32.2 <br />+29.7 -39.7 <br />+28.3 -30.8 <br />+28.3/-37.0 <br />/-�J <br />+26.6 -29.1 <br />+26.6 / -33.5 <br />SEE SN SHEET 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 4 X 251 <br />S.H. <br />13 <br />20 X 38 <br />18 1 X 37 <br />2 <br />S.H. <br />14 <br />20 X 50 <br />18 'X 50 <br />2 <br />S.H. <br />15 <br />20 X 63 <br />181X621 <br />S.H. <br />16 <br />20 X 72 <br />18 1 X 71 <br />2 <br />- <br />S.H. <br />11-12 <br />27 1/4 X 26 <br />26X251 <br />S.H. <br />11-13 <br />27 1/4 X 38 <br />26 x 37 <br />S. H. <br />27 1 X 50 1 <br />26 x 50 <br />S.H. <br />27 J X 63 <br />26 X 62 1/2 <br />S.H. <br />271 X 72 <br />26 X 71 1/2 <br />S.H. <br />22 <br />371 X 26 <br />36 1 X 25 1/2 <br />S.H. <br />23 <br />37 J X 38 38 <br />36 1 X 37 3/4 <br />S.H. <br />24 <br />37 J X 501 <br />36 4 X 50 <br />S.H. <br />25 <br />37 X 63 <br />36 J X 62 1/2 <br />S.H. <br />26 <br />37 X 72 <br />6'X 711/2 <br />3 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 />52JX25J <br />S.H. <br />33 <br />54 X 38 <br />52 � X 37 J <br />S.H. <br />34 <br />54 X 501 <br />52 1 X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 12 X 62 4 <br />S.H. <br />36 <br />54 X 72 <br />52 J 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 />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 Prot'ection <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 R302.1 1, 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 />e 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 />indow 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 />S exhausted directly to the outdoors. Exhaust air from <br />bathrooms and toilet rooms shall not discharge into an attic I 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 />WALLLEGEND <br />1�� MASONRY HGT. @ 8'-8"A.F.F. <br />1 1 1 <br />MASONRY HGT. @ 8'-0" A.F.F. <br />TYP. 2x FRAME WALL <br />BEARING WALL <br />INTERIOR BEARING WALLS NOTED "FLOOR <br />SUPPORTING ONLY AND REQUIRES NO <br />BEARING ONLY" ARE FLOOR SYSTEM <br />UPLIFT CONNECTORS TO FLOOR SYSTEM <br />REA 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 />ENTRY 32 S. F. <br />LANAI 104 S.F. <br />TOTAL SQ. FT. 2605 S.F. <br />INSULATION REQ. <br />EXT CONC WALL <br />R-4.1 HIGH PERM <br />EXT FRAME 2 x 4 <br />R-1 1/R-1 3 KRAFT FACED <br />EXT FRAME 2 x 6 <br />R-19 KRAFT FACED <br />CONDITIONED CEII ING <br />R-30 BLOWN -IN <br />(INSTALL BAFFELS AT EAVE) <br />GARAGE SEPARATION <br />R-11/R-13 KRAFTFACE1 <br />(GARAGE LIVING) <br />FIRST FLOOR PLAN - A <br />SCALE: X"=V-0" <br />-0 <br />(1) -C <br />0 r C:) <br />L- Cf) <br />0-0 (N <br />CL ca >< <br />M LL- Q_ <br />70 0 L- <br />Cz " -r- <br />M 0 M <br />C <br />Ln -a -s- C: <br />(n r- , < <br />V) a <br />< 3 <br />:> 0 <br />a) 3: <br />.- a) <br />> <br />(I) <br />> W <br />E c <br />C) 0 <br />13 C 0 <br />.1c �u L-- -0 <br />5 7-L,+0- Lu <br />�\ p�11011111 <br />W N <br />-q� <br />--i y <br />11 0 el <br />4 F <br />0. <br />........ <br />0 F E S <br />To the best of the Engineers knowledge, inforrn'adon and Wlef, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 Florida BuIldIng Code - <br />Residential <br />7th Edition, Engineers signature and seat is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />W <br />*0 <br />-J <br />J N C5 2 LL <br />1� �; � R <br />:3 r*_ r� 0 0. <br />to _ _ _J UJ <br />- <br />C4 0 - <br />Co LL W <br />-J 0 <br />= -6 <br />z C <br />103 'o 4 - 0 0 <br />19 L., �, - % <br />si <br />0 2 r- ;, <br />W T . .t � <br />0 <br />z Z� 2� L, 0 <br />it) C) z <br />IL N 0 <br />IL <br />ILW <br />z 00 <br />W <br />0 <br />;� 2 <br />z: <br />Q <br />4--J <br />0 <br />Ln <br />fu 1- Cn <br />C) <br />< <br />-14112-1 <br />C11. <br />0 <br />E <br />49 <br />WS <br />0 � <br />0 <br />E U <br />9 rd <br />E <br />1 0� <br />01 V <br />U, 9 <br />DU <br />0 <br />zCL <br />(a <br />t <br />:g� <br />z <br />Cn @ <br />H <br />LU <br />12 <br />CL <br />0. <br />3: <br />C�I <br />C> <br />- <br />�O <br />r2- <br />cy) <br />0 <br />IUD <br />co <br />N <br />< <br />Cr <br />a- <br />U) <br />*0-' <br />C�4 <br />C) <br />0 <br />C14 <br />0 <br />C)) <br />Lo <br />C*4 <br />E <br />M <br />rz Lo <br />0 <br />z <br />z <br />E N <br />E <br />0 76 <br />< <br />JOB <br />NO 22-02371 <br />SCALE : AS NOTED <br />SHEET NO. <br />Y� <br />U, <br />U'l <br />z <br />-zz <br />
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