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6493 Bar S Bar Trl
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Last modified
3/24/2025 5:20:13 PM
Creation date
2/19/2025 11:42:23 AM
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Building Plans
Street #
6493
Location
Bar S Bar Trl
Contractor
Lennar Homes LLC
Building Plans - Permit #
Unknown
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AFF <br />I I <br />I I I <br />PATIO <br />I I I <br />0 8'-8" FLAT CLG. <br />I I I <br />CARPET <br />o E <br />I I ' <br />I I I <br />ENTRY <br />co <br />io co <br />I D I I <br />8'-8 FLAT CLG. <br />� <br />(3)2X4#2SPF W/ <br />I S3 I I <br />L----- -- --- <br />AFF <br />in <br />(3)16d TOENAILS <br />CC (3) 2X4 #2 SPF W/ <br />N <br />@ BASE <br />S3 (3)16d TOENAILS <br />iv <br />o <br />@ BASE <br />v <br />(3) 2X4 #2 SPF W/ <br />- - - - - <br />(3)16d TOENAILS @r- <br />TYP @ 2 STORY BASE <br />I o0[ I <br />co <br />FOYER --� j <br />J <br />OI <br />O � <br />3068 <br />8'-8" FLAT CLG.--i--�-- B I <br />- <br />S6 <br />IJi IJi uJ <br />TILE I <br />`f <br />v <br />o <br />16' <br />T-8" 3'-8" 3'-6" <br />6-0" 4fi 2" I <br />I <br />I <br />I <br />I I <br />2068 B.F. <br />- - -HDR AT 7'-4" <br />- <br />`1 <br />_ <br />O <br />�' <br />-----------I fi---- <br />r <br />5-SH <br />� <br />I <br />r6 <br />WALL <br />_ <br />I> <br />PLUMBING LINE <br />O I <br />M <br />A <br />GG c00v FL O G <br />= <br />TO SECOND I <br />FLOOR 0I 10 <br />I <br />p _ <br />(3) 2X4 #2 SPF 8'-8' F T Ci G. <br />U_ J <br />FLEX `� I" <br />'o <br />FAMILY ROOM r_ <br />W/ (3)1sd '- -�- TI ' <br />' „ <br />8 -8 FLAT CLG. uJ <br />I <br />TOENAILS @ <br />z <br />CARPET I <br />8'-8" FLAT CLG. <br />BASE 1200 <br />CARPET <br />42" SLOPING <br />0? <br />A <br />HALF WALL ° 11 <br />Cl) <br />C') <br />FLOOR G.T. <br />_ _ _ <br />_ 10 <br />60 <br />- - - - <br />1 121 31 41 61 51 21 I9 <br />-- <br />AC PAD AC PAD <br />Up I I I I I I I I <br />16R I I I ► I(;GG <br />C, <br />M <br />I <br />I I I I I IS3 <br />mri 11111111111111110111111111 117717N77*111 <br />1111117 111 111R11==U I <br />1101111101111101111 <br />110111iJ101111 <br />I I 11T,1141 <br />H.B. <br />J <br />S6 <br />TYP @ 2 STORY <br />(3) 2X4 #2 SPF W/ (3)16d 1 <br />TOENAILS @ BASE 8 <br />HEADER SCHEDULE <br />MARK <br />HEADER SIZE <br />REMARKS <br />H 1 <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 71/4" <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 />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 J X 25 i <br />S.H. <br />13 <br />20X38J <br />184X371 <br />S.H. <br />14 <br />20 X 50 J <br />18 4 X 50 <br />S.H. <br />15 <br />20 X 63 <br />18 J X 621 <br />S.H. <br />16 <br />20 X 72 <br />18 4 X 71 4 <br />S.H. <br />1 H2 <br />27 1/4 X 26 <br />26 X 25 <br />S.H. <br />1 H3 <br />27 1 /4 X 38 i <br />26 x 37 1 <br />S.H. <br />1 H4 <br />27 J X 50 J <br />26 x 50 <br />S.H. <br />1H5 <br />27JX63 <br />26X621/2 <br />S.H. <br />1H6 <br />27JX72 <br />26X711/2 <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 381 <br />36 J X 37 3/4 <br />S.H. <br />24 <br />37 J X 501 <br />36 J X 50 <br />S.H. <br />25 <br />37 J X 63 <br />36 J X 62 1/2 <br />S.H. <br />26 <br />37 J X 72 <br />36 J 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 J X 25 4 <br />S.H. <br />33 <br />54 X 38 J <br />52 } X 37 J <br />S.H. <br />34 <br />54 X 501 <br />52 J X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 4 X 62 } <br />S.H. <br />36 <br />54 X 72 <br />52 J X 714 <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 />FIRST FLOOR PLAN - ELEV-Al <br />SCALE: Y4'=1'-0" <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 />M 1507.2 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 />OPENING PRESSURES <br />ENCLOSED - EXPOSURE "C" <br />(-A+29.7 <br />/ -32.2 <br />© <br />+29.7 / -39.7 <br />© <br />+28.3 / -30.8 <br />OD <br />+28.3 / -37.0 <br />OE <br />+26.6 / -29.1 <br />�F <br />+26.6 / -33.5 <br />OG <br />SEE SN SHEET HO SEE SN SHEET <br />WNWUOMPH����� <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 />WALL LEGEND <br />TYP. 2x FRAME WALL <br />BEARING WALL <br />INTERIOR BEARING WALLS NOTED "FLOOR BEARING <br />ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND <br />REQUIRES NO UPLIFT CONNECTORS TO FLOOR <br />SYSTEM <br />AREA TABULATION "A1" <br />FIRST FLOOR LIVING 1093 <br />AREA <br />SECOND FLOOR LIVING 1491 <br />AREA <br />LIVING TOTAL 2584 <br />GARAGE 427 <br />FRONT ENTRY 35 <br />TOTAL AREA 3046 <br />INSULATION REQ. <br />LOCATION�R-VALUE / TYPE -VALUE / TYPE <br />EXT CONC WALL R-4.1 HIGH PERM <br />EXT FRAME 2 x 4 1 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 I R-11/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />N <br />N ` <br />C%4 <br />N <br />� o <br />LIA := <br />Cn d -o <br />C W <br />o <br />o_ o <br />fl - uW_ X <br />-a <br />N tO O a. <br />N <br />O To <br />Q N Y <br />c d <br />cc <br />co d <br />a <br />c � <br />co 0 <br />�- C) <br />vvt <br />o <br />' ��lliFiie35l <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential 7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />W E <br />a o 8 <br />o N S <br />�) 0.00 <br />A <br />0@gym <br />0 ,-Z <br />W My Ji <br />a <br />m U_LL u a <br />Z m °� a <br />ti ta9 O <br />`4 o <br />8�QiO' <br />W m <br />Z Mza� <br />LLW <br />= N OU <br />W <br />(D <br />M <br />z N V) <br />z <br />zizz <br />V) z � <br />V <br />o M <br />U <br />0 w s <br />Ln C y <br />� <br />� I—o <br />U ib <br />I <br />z� <br />wJ <br />L <br />U 0 <br />Of Y <br />It <br />Q c <br />o <br />co <br />�w <br />M <br />.I <br />Z <br />. <br />LL <br />;_ <br />E <br />Wo <br />.g <br />.0 <br />�P <br />=® <br />E U <br />' <br />on <br />z <br />FN <br />O <br />Naz <br />�0 <br />U <br />a� <br />¢� <br />Wz <br />i <br />g <br />«�. <br />cU <br />,= <br />x <br />m 0 <br />r O <br />°z <br />z <br />- � <br />Cn J <br />Hx <br />rb <br />>Z <br />�Z <br />N � <br />°o� <br />z <br />ao <br />W <br />�o <br />o <br />$i <br />=3 <br />�O <br />CD <br />V, <br />w- <br />zla� <br />a <br />OO c$ <br />0 <br />.2 C: <br />I� <br />LO <br />`) <br />a <br />N <br />F - <br />Ln <br />� O <br />C'7 <br />Cr <br />0 <br />Y <br />0 <br />Im <br />m <br />LCN <br />a-+ <br />1 <br />Lr) <br />.Q 04 <br />0) <br />o <br />N <br />Q T <br />T <br />a; <br />Li ^ J <br />m <br />Z <br />E <br />U)z <br />E T <br />c <br />a <br />U _ Q f] <br />� <br />JOB <br />NO: 22-06468 <br />SCALE : AS NOTED <br />SHEET NO. <br />1.0 <br />
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