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6633 Back Forty Lp
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Last modified
3/24/2025 4:33:44 PM
Creation date
2/19/2025 10:14:06 AM
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Building Plans
Street #
6633
Location
Back Forty Lp
Contractor
Lennar
Building Plans - Permit #
6464
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AFF <br />I I I <br />PATIO <br />I I <br />8'-8" FLAT CLG. <br />I <br />' <br />CARPET <br />BUILDER TO PROVIDE <br />I I <br />ENTRY <br />o O 00 <br />2'-6" APPLIANCE PROTECTION <br />I I I <br />in 0 <br />WHEN REQUIRED PER FBCLO <br />I D I I <br />8'-8" FLAT CLG. <br />0 <br />3)2X4#2SPF W/ <br />-- --- I I <br />L_--- S3 <br />AFF <br />r <br />16d TOENAILS <br />CC (3) 2X4 #2SPFW/N@ <br />BASE <br />/N3) <br />S3 (3)16d TOENAILS <br />CV <br />O <br />W.H. <br />@ BASElit <br />o <br />(3) 2X4 #2 SPF W/ <br />(3)16d TOENAILS @ <br />TYP @ 2 STORY BASE <br />�I �I <br />FOYER I c> I <br />J <br />O O 0 <br />O 01 0 <br />3068 1 <br />8'-8" FLAT CLG. g <br />O <br />S6 <br />ui ui u <br />TILE <br />16-48" <br />T-8" 1, T-8" 1. T-6" <br />L. 6-0" 4'-2" <br />L? <br />N <br />r <br />2068 B.F. <br />H DR AT 7_4_ I rh <br />- <br />0 <br />12"DEE <br />----------- <br />-fi----00 <br />f <br />- <br />T <br />5-SH <br />I I <br />2x6 WALL <br />Iw <br />_ <br />PLUMBING LINE �- Im <br />rN, <br />O Lb <br />KG <br />N FLOOR G _ <br />TO SECOND j< <br />Cl) <br />p <br />FLOOR 0I 10 <br />S3 <br />(3) 2X4 #2 SPF <br />g g� <br />� I� <br />FLEX <br />- <br />FAMILY ROOM <br />W/ (3)16d <br />FLAT C G. <br />TILE <br />i 0 <br />8'-8" FLAT CLGIz <br />TOENAILS @ <br />. <br />CARPET I <br />8'-8" FLAT CLG. <br />BASE <br />_ _ _ _ <br />CARPET <br />42" SLOPING <br />12 <br />I <br />iv <br />HALF WALL <br />11 Cl) <br />Lo A <br />FLOOR G.T. <br />10 <br />1 <br />I <br />C9 <br />- - - - <br />1 <br />21 <br />31 <br />41 <br />51 61 <br />71 <br />---- <br />-, <br />AC PAD AC PAD <br />UP <br />16R <br />II <br />I <br />I <br />T <br />I M <br />I <br />I I <br />I I <br />G <br />I <br />I I <br />I I <br />I <br />I I <br />IS3 <br />I <br />I <br />1 <br />H.B. <br />J <br />ss <br />-0 TYP @ 2 STORY <br />L 2-2x6 #2 SYP (3) 2X4 #2 SPF W/ <br />1 BEAM wl (4) 12d (3) 16d TOENAILS <br />8 @BASE <br />NAILS EA. PLY <br />T-8" Ll'-4" <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 91/4" <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 />WINDOW SCHEDULE <br />SIZE <br />R.O. CMU <br />(Flange) <br />R.O. FRAME <br />(Fin) <br />TYPE <br />12 <br />20X26 <br />184X25 <br />S.H. <br />13 <br />20 X 38 <br />18 4 X 37 <br />S.H. <br />14 <br />20 X 50 <br />181 X 50 <br />S.H. <br />15 <br />20X63 <br />184X62J <br />S.H. <br />16 <br />20 X 72 <br />18 } X 71 J <br />S.H. <br />1 H2 <br />27 1/4 X 26 <br />26 X 25 <br />S.H. <br />11-13 <br />271/4X38 <br />26x37 <br />S.H. <br />1 H4 <br />27 J X 50 J <br />26 x 50 <br />S.H. <br />1 H5 <br />27 J X 63 <br />26 X 62 1/2 <br />S.H. <br />1116 <br />27JX72 <br />26X711/2 <br />S.H. <br />22 <br />37JX26 <br />364X251/2 <br />S.H. <br />23 <br />37 X 38 <br />36 4 X 37 3/4 <br />S.H. <br />24 <br />37 X 50 <br />36 4 X 50 <br />S.H. <br />25 <br />37 X 63 <br />36 } X 62 1/2 <br />S.H. <br />26 <br />37 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 4 X 25 J <br />S.H. <br />33 <br />54 X 381 <br />52 4 X 371 <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 4 <br />S.H. <br />36 <br />54 X 72 <br />52 } 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 />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 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 />AO <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 />OE <br />+26.6 / -29.1 <br />OF <br />+26.6 / -33.5 <br />GO <br />SEE SN SHEET HO 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 />1 +29.7 / -39.7 <br />WALL LEGEND <br />11111111111Iii <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"I <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 <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 />FIRST FLOOR PLAN ELEV-Al <br />EXT FRAME 2 x <br />R-1KRAFT FACED <br />CONDITIONED CEILING <br />R-30 BLOWN -IN <br />(INSTALL BAFFELS AT EAVE) <br />SCALE: %4"=V-0" <br />GARAGE SEPARATION <br />(GARAGE / LIVING) <br />R-11/R-13 KRAFT FACED <br />N <br />0 <br />N <br />c+rs <br />Z <br />-o <br />> LL+ <br />C. <br />a r- o <br />C V N <br />-�m>: <br />�LLC�_ <br />y N O <br />y � N L <br />N y O <br />Q N Y <br />a� <br />d c <br />E s c <br />N Q <br />U <br />7 •- J d <br />c E <br />f6 b <br />O.. U <br />r� Cl>i <br />4 J <br />�i cb <br />To the best of the Engineer's knowledge, information and belief, <br />the structural <br />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 <br />engineering portions of the drawing pages bearing <br />Engineer's <br />signature and seal. <br />W <br />a <br />E <br />O N U <br />V <br />C <br />O <br />6 <br />a N N r <br />ni <br />Q <br />ej M C, 2s2s # LL <br />C LL <br />J 5 w <br />M LL LL ii 2 <br />Zm <br />13 <br />c o <br />r mo <br />(O r- (p o <br />og of <br />W <br />Z <br />ILW <br />U)°' w <br />� N Z Q <br />Z <br />N O () < 0 <br />W <br />❑ ❑ <br />z $_ <br />Q � <br />U) <br />N <br />z <br />� <br />U o <br />f6 <br />4W <br />N <br />LL, <br />U <br />O^ <br />trJ^1 <br />LL o <br />C N <br />U <br />L J <br />z d <br />U 6 <br />• <br />`J' <br />0 <br />Q o <br />N O <br />Sm <br />o <br />co <br />M <br />Z <br />Q p <br />E V <br />°a <br />(6 <br />H N <br />Eo <br />¢ <br />UO <br />�U <br />o E <br />�a <br />ao <br />ott <br />�z <br />Z <br />wo <br />cw <br />no <br /><o <br />3x <br />o � <br />mo <br />op <br />z <br />Z <br />ib <br />Qz <br />G <br />U <br />W <br />T� <br />wLL <br />a0 <br />�_ <br />F <br />o <br />v <br />w <br />o�Q <br />a <br />° <br />3 <br />0 O <br />= <br />4 <br />> <br />LIB <br />aLO <br />M <br />Imo- <br />00 <br />co <br />O <br />O <br />o <br />O <br />Y <br />� o <br />J <br />m <br />m <br />C <br />L0 <br />O <br />r <br />LL <br />I <br />CV) <br />O <br />Lr) <br />to <br />°° c14 <br />) <br />Ll') <br />M N <br />N <br />Q <br />E <br />w <br />c00 <br />CO <br />(0 <br />o <br />z <br />z <br />E <br />E O <br />N <br />T <br />N <br />E <br />0 <br />c <br />a <br />� <br />¢ o <br />� <br />JOB <br />NO: <br />23-06132 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />1.1 <br />
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