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6629 Bar S Bar Trl
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Last modified
3/24/2025 3:15:06 PM
Creation date
2/27/2025 11:27:00 AM
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Building Plans
Street #
6629
Location
Bar S Bar Trl
Contractor
Lennar Homes
Building Plans - Permit #
4706
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C. <br />I <br />2668 <br />d I <br />8'-01, CLG, <br />1 <br />4068 B.F. <br />CARPET <br />------ ----U <br />I �; <br />- <br />n_ <br />�� <br />z <br />w 166 <br />z <br />----------- <br />N <br />R&S <br />R&S <br />LoE <br />ZI <br />-'I----- <br />H AT T-4' <br />2x4 SPF <br />FO E R <br />d' <br />8'4° ii> <br />w/ DTT2Z <br />w/ <br />6-104-" <br />Z <br />6-8" <br />9'-6" CLG. <br />S3 <br />OPT. � <br />__REE._� N <br />A <br />S3 TYP @ 1 STORY <br />F.F <br />N <br />G. <br />46' <br />BUILDER TO PROVIDE <br />I <br />APPLIANCE <br />I <br />iv <br />PROTECTION WHEN <br />W H <br />O <br />REQUIRED PER FBC <br />21-6.. <br />' -e U) <br />O <br />(14 <br />NI <br />_ <br />x�WU I <br />O <br />80 <br />L9 Q 1tii, 1 <br />I <br />K <br />S3 <br />1 11 <br />/ ll <br />I <br />6" <br />/ 11 <br />I <br />-- <br />EDGE OF SLAB 2" <br />BEYOND WALL <br />CAR GARAGE <br />8'-0" CLG. <br />20'-77" <br />VERIFY LOCATION <br />ELECTRICAL PANEL <br />VERIFY METER1 LOCATION <br />WITH BUILDER <br />11' <br />t) <br />T � <br />4 C N�0 <br />w <br />BEDROOM 2 <br />V. 8'-0" CLG. <br />CARPET <br />31 <br />74 <br />TILE <br />O <br />w <br />O <br />0 <br />t- <br />O <br />l' TYP <br />I I @GARAGE <br />I II I I OPENING <br />I I I K <br />I 1 I S4 <br />I I <br />----------- <br />I <br />H.B. <br />I I <br />I I <br />I I <br />I� <br />I I <br />I I <br />m <br />24"x24" CMU BASE <br />COLUMN w/ (4) #5 <br />VERTICALS <br />GROUT SOLID <br />(SEE ELEV. FOR <br />HEIGHT) <br />4x4 P.T. #2 SYP <br />POST TO SIT <br />DIRECTLY IN <br />CENTER W/ <br />SIMPSON ABU44 <br />(2 TYP) <br />r\ <br />CV <br />N <br />I_q <br />49 <br />60 <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 9 114" <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 />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' <br />S.H. <br />13 <br />20 X 381 <br />18 J X 371 <br />S.H. <br />14 <br />20 X 501 <br />18 J X 50 <br />S.H. <br />15 <br />20X63 <br />18JX621 <br />S.H. <br />16 <br />20 X 72 <br />18' X 71 <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 J <br />26 x 374 <br />S.H. <br />1 H4 <br />27 a X 50 <br />26 x 50 <br />S.H. <br />1H5 <br />27aX63 <br />26X621/2 <br />S.H. <br />1H6 <br />274X72 <br />26X711/2 <br />S.H. <br />22 <br />37 4 X 26 <br />36 J X 25 1/2 <br />S.H. <br />23 <br />37 a X 38 s <br />36 J X 37 3/4 <br />S.H. <br />24 <br />37 J X 50 J <br />36 z 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 T 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 i <br />S.H. <br />34 <br />54 X 50 J <br />52 4 X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 J X 62 J <br />S.H. <br />36 <br />54 X 72 <br />52 ' X 71 <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 Table 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 />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 />�Q <br />+28.3 / -37.0 <br />O <br />+26.6 / -29.1 <br />+26.6 / -33.5 <br />OG <br />SEE SN SHEET HC� 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 />WALL LEGEND <br />MASONRY HGT. @ 8'-0" A.F.F. <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 "131" (TRB) <br />1ST FLOOR LIVING AREA 1555 <br />LIVING TOTAL 1555 <br />GARAGE 408 <br />FRONT ENTRY 42 <br />TOTAL AREA 2005 <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 />FLOOR PLAN - E L E V-VR <br />al <br />EXT FRAME 2 x 6 <br />R-19 KRAFT FACED <br />CONDITIONED CEILING <br />RBLOWN- <br />BLOWN-IN <br />AT EAVE) <br />(INSTALLLL EA <br />SCALE: Y4"=1-011 <br />GARAGE SEPARATION <br />R-11/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />h <br />0 <br />N, <br />0_ 0 <br />�^- <br />NU_d <br />-0 ® 6- <br />0 M <br />(D <br />A.- <br />fU <br />(n <br />r <br />U2 <br />Q. <br />0 t <br />r <br />rC) <br />Q <br />> > <br />"' <br />a_ LLJ , <br />N <br />N <br />O <br />CV <br />M <br />iz <br />�f 0 <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 Florida Building Code - <br />Residential 7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />P/9 <br />Fchi <br />� <br />O M 0 n <br />E � <br />V <br />3 <br />® <br />J <br />5 C? U)*"w <br />tP9 <br />Q <br />cn ry -0-J W a <br />Li. CL <br />NMV <br />4 <br />0 <br />CL <br />M M <br />� <br />mLLiL �i a W S <br />J O <br />V <br />z <br />Mc: <br />OG <br />-_ o O w <br />co M o <br />W <br />:3 <br />V) ¢ ¢ <br />UM Z <br />a <br />N M z � t O <br />is <br />00 U � (0Z <br />❑❑❑ <br />M � <br />N Q <br />z03m <br />� o <br />Q -a <br />- <br />M <br />ti <br />�U) <br />(D o <br />LL <br />4J <br />u <br />O <br />W <br />-a) t/) <br />to <br />.) <br />A- <br />u <br />_ E <br />I <br />G <br />Q o <br />2 <br />ty m <br />4m <br />o <br />w <br />Za <br />FV <br />M <br />a <br />o <br />z <br />QE <br />_�� <br />E: 8 <br />O a <br />U O <br />CU <br />o <br />0Q <br />C <br />O E <br />N � <br />aF <br />o <br />ao <br />¢ o <br />a z <br />¢� <br />s <br />ro <br />C!? c <br />o <br />2 <br />mo <br />O X <br />c <br />N -'�Z <br />o 4 <br />Zo <br />Q U <br />a <br />�w <br />U <br />w <br /><1 <br />= <br />'O <br />o <br />� <br />w¢ <br />oQ <br />a <br />° <br />L <br />M <br />,-..L0 <br />~ <br />(0 <br />O <br />J 0 <br />M <br />'IleC) <br />W <br />¢I <br />O <br />N <br />N <br />O <br />Lo <br />co <br />� <br />IUD <br />r <br />N <br />E <br />T <br />c (V <br />O <br />Z <br />m <br />z <br />:3of <br />E Oco <br />c <br />m0 <br />a <br />E <br />U � <br />_0 <br />Q p <br />c <br />� <br />JOB <br />NO: <br />22-02394 <br />SCALE: <br />AS NOTED <br />SHEET NO. <br />1 <br />
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