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6328 Bar S Bar Trl
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Last modified
3/4/2025 4:53:38 AM
Creation date
2/19/2025 8:52:31 AM
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Building Plans
Street #
6328
Location
Bar S Bar Trl
Contractor
Lennar Homes LLC
Building Plans - Permit #
Unknown
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G T. <br />12'-0" 13'-0" I <br />I O I HB <br />I 6068 I <br />I <br />I <br />10'-0" FACPAD <br />O <br />35 SH <br />o <br />in <br />NOOK' <br />DINING - <br />8'-'8" FLAT t✓LG. <br />8'-8" FLAT CLG. <br />o <br />TILE �i <br />CARPET <br />I C I I I <br />o <br />o <br />o <br />T <br />i <br />10 <br />13'-2" <br />.11 " 6'-0" - - 2'-8" 2'-7" <br />I <br />- <br />2 <br />O <br />_ _ <br />___2_x6WALL <br />LO <br />`N <br />- I f---� <br />I ML <br />D.W.---� <br />`� <br />�' <br />FAMILY <br />SINK ! <br />8'-8" FLAT CLG. -- <br />N <br />'N <br />CARPET <br />ir <br />• KI <br />iv <br />S6 <br />I.. �I <br />N <br />8-'8 FIAT CLG I <br />TILE <br />- <br />TYP. @ <br />S6 <br />I� o <br />T <br />7t <br />-- <br />2 STORY _ <br />CO <br />TYP. @ <br />- <br />R I <br />u? <br />N - <br />M <br />2 STORY <br />I % I <br />i. <br />;t - <br />I wLMPH6 BASE _ <br />- <br />r====�� <br />1' �o UND R G1 RU S <br />2'10" T 11" 1 <br />ALT <br />AC PAD <br />- I <br />42" HIGH 1/2 <br />WALL W/ 1x CAP <br />o <br />L-----J <br />0 T-2" T 4 I 4'-8" <br />T-1" 4'-1" <br />O <br />PLUMBING LINE <br />4'• I I <br />is <br />N <br />TO SECOND <br />I I <br />FLOOR <br />� p /D I I <br />V V <br />4 <br />TP _ . <br />8'-8" FLAT CL r - r- <br />-1- - <br />= <br />TILE I I I L <br />i 2f}68 �F. 1 110'0'1 <br />ID <br />1 1 1 1 1 P - <br />N <br />'- <br />I I I I <br />, <br />I 1 OPEN <br />I I I I I I I I ABV. - <br />(3) 2x4 #2 SPF T <br />S3 <br />2868 115 114 113 112 11 11 <br />171 16 15 14 13 12 11 <br />STUDS W/ USP <br />EDGE OF SLAB <br />68 <br />28- <br />- <br />HTT16 @ BASE <br />2" BEYOND <br />WALL <br />SW <br />FOYER - <br />= <br />W �- <br />Q <br />C S4 H2 C <br />- <br />t j <br />H.W 1 <br />S3 S3 <br />_ <br />0 <br />TILE <br />m O w <br />6'-4" T-10" 6'-2" <br />2'-8" -11' 4'-1"' <br />U <br />J`r <br />BUILDER TO PROVIDE <br />l� <br />p m <br />APPLIANCE PROTECTION NOTE: FINISHED WALLS <br />` ■ <br />WHEN REQUIRED PER FBC TO BE FLUSH. FIELD <br />1 <br />� VERIFY. <br />O LU - <br />- -- <br />- <br />- <br />I <br />Ch <br />CL <br />U L I <br />--ACCESS <br />1 <br />- <br />r` <br />9 1-:[-- <br />ENTRY; <br />} C7 <br />LAT <br />8'-8" FLAT CLG. <br />N <br />C� F- <br />AFF <br />-------- <br />; LU 1 <br />N <br />CD <br />LAD <br />G.T. <br />T <br />10 <br />7��j <br />TYp, @ <br />_ 8'-8" FLAT CLG. A.F.F. <br />SINGLE <br />I <br />I <br />STORY <br />I <br />I <br />I <br />I K <br />I <br />I <br />rn <br />-- I S4 <br />I <br />HB <br />TYP. @ <br />1 GARAGE <br />9 <br />- <br />■ ■ ____-_____16070OVERHEADDOOR___ <br />■ <br />BATHROOMS, SHOWERS AND TUBS <br />CLOSETS / LAUNDRY SHELVING ISLAND COUNTER CABINET BLOCKING <br />BLOCKING <br />AND <br />MOUNTING <br />DETAILS <br />SCALE: 1/4" = V-0" <br />1'-10" <br />4'-8" <br />WINDOW SCHEDULE <br />SIZE <br />R.O. CMU <br />(Flange) <br />R.O. FRAME <br />(Fin) <br />TYPE <br />12 <br />20X26 <br />18JX25 <br />S.H. <br />13 <br />20X38J <br />18JX37J <br />S.H. <br />14 <br />20 X 501 <br />18 J X 50 <br />S.H. <br />15 <br />20X63 <br />184X62} <br />S.H. <br />16 <br />20X72 <br />18JX71} <br />S.H. <br />1112 <br />271/4X26 <br />26X25J <br />S.H. <br />1H3 <br />271/4X38J <br />26x37 <br />S.H. <br />1 H4 <br />27 J X 501 <br />26 x 50 <br />S.H. <br />11-15 <br />27JX63 <br />26X621/2 <br />S.H. <br />1 H6 <br />27 J X 72 <br />26 X 71 1/2 <br />S.H. <br />22 <br />37 J X 26 <br />36 J X 25 1/2 <br />S.H. <br />23 <br />37 J X 38 i <br />36 J X 37 3/4 <br />S.H. <br />24 <br />37 J X 501 <br />31l <br />S.H. <br />25 <br />37 J X 63 <br />36 J X 62 1/2 <br />S.H. <br />26 <br />37JX72 <br />36JX711/2 <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 J X 37 J <br />S.H. <br />34 <br />54 X 501 <br />52 } X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 J X 62 J <br />S.H. <br />36 <br />54X72 <br />52JX714 <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 />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 />RAG <br />(2) - 2X4 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />Follow Q/S4. See Plan for <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 />© <br />+28.3 / -30.8 <br />OD <br />+28.3 / -37.0 <br />O <br />+26.6 / -29.1 <br />O <br />+26.6 / -33.5 <br />O <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 />FIRST FLOOR PLAN - A <br />SCALE: X"=V-0" <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 />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 <br />SECOND FLOOR LIVING AREA <br />721 S.F. <br />807 S.F. <br />TOTAL <br />1528 S.F. <br />GARAGE <br />397 S.F. <br />LANAI <br />60 S.F. <br />ENTRY <br />30 S.F. <br />TOTAL SQ. FT. <br />2015 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/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 SAVE) <br />GARAGE SEPARATION <br />JR-11/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />G.C. TO COORDINATE PLUMBING TO AVOID <br />CONFLICT WITH STRUCTURAL WD. COL. <br />.0 O <br />N <br />0 <br />N <br />f . .t <br />N <br />Q <br />�r r <br />z 15 <br />C <br />C <br />Ali <br />Ala - <br />LID c <br />:ll <br />_� <br />n <br />� C <br />s <br />(6 J, U O <br />� C. U <br />>>0 <br />Gill <br />��L91,1111!ftlll <br />W/V <br />Ib <br />Kry <br />' <br />-(P <br />6`. <br />* <br />Q^ LO <br />F ESSI <br />llill114 <br />�� <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 engkmdng portions of the drawing pages bearing <br />Engineer's signature and seal. <br />Q <br />E r� <br />o c � <br />N <br />(0 0 5NCvl <br />N N LL <br />J W <br />c0 � LL <br />0 <br />N <br />0 <br />�NO� <br />L+- a- <br />c ii w v7 SQ <br />u' <br />Z <br />13 <br />130 <br />_J a � <br />tm�0 � <br />09 <br />WW <br />S'L-NG W OJ J <br />W <br />��°'°' Q�d <br />a <br />Z <br />Lo CIAz X N O <br />U <br />Z <br />O 6 _J rVA <br />El 13 13 <br />W <br />c9 R <br />z <br />z E <br />z <br />[LJ <br />�' <br />' N <br />�W <br />V <br />4-.J <br />� <br />N <br />LiJ <br />v <br />- � <br />WO <br />W 8 <br />Ln <br />YZ M <br />c <br />J3 <br />w W <br />z� <br />Y <br />06- <br />N ® <br />O <br />CAD <br />M <br />w <br />o <br />s <br />L.L <br />z o <br />a p <br />E U <br />�� <br />O <br />10 <br />i• <br />a <br />U � <br />H <br />E <br />�o <br />Igo <br />�3 <br />zO <br />N <br />N L <br />'-' <br />a� <br />< o <br />W� <br />W <br />m <br />rp <br />CO C <br />- � <br />z <br />.8 <br />V=iO <br />0 <br />o <br />Qz <br />cQ <br />z <br />J33 <br />orb <br />W <br />aZ <br />> <br />oLL 3 <br />as <br />ga O <br />�w <br />W <br />U <br />�o <br />LL <br />xG <br />NJ <br />C <br />: <br />CD <br />CV <br />zla <br />c� <br />0 <br />_ <br />'6 <br />O <br />iv <br />rn <br />c` <br />m <br />M <br />m <br />O <br />N <br />-0 <br />o <br />LO <br />i O <br />N <br />Lsn <br />r <br />Q <br />N <br />�- <br />ai <br />z <br />E M <br />N <br />�; N <br />p <br />z <br />z <br />c <br />E INiv <br />E <br />c <br />c <br />a <br />U _J <br />Q C3 <br />JOB <br />NO : <br />22-02369 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />1.1 <br />
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