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6591 Back Forty Loop
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Last modified
3/24/2025 6:17:12 PM
Creation date
2/27/2025 11:26:27 AM
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Building Plans
Street #
6591
Location
Back Forty Loop
Contractor
Lennar Homes
Building Plans - Permit #
6461
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CLG. <br />��� <br />D W <br />o <br />0o <br />a <br />i <br />CARPET <br />rr <br />I H <br />I 8'-0" CLG. <br />00 <br />CARPET <br />NFU <br />r <br />3 24 <br />B 3 <br />- -- <br />I <br />I <br />= <br />e <br />8 -0 CLG. <br />CARPET <br />I <br />- <br />g 0 CLG. <br />r~ <br />CARPET <br />cc) <br />Oo <br />i <br />N> <br />U pISP <br />SIN K w/ <br />I <br />TILE <br />2" <br />r <br />2 -2" <br />2, <br />I <br />10'-4" r <br />1 <br />10'-42" <br />2 4, <br />VAULT- C LG...__ <br />I <br />TP <br />I <br />T14E <br />- <br />( <br />�� <br />PANTY <br />T <br />m <br />TB <br />TYP 1 <br />■ <br />RANGE--- <br />`4 <br />-_ <br />_ 8'-0, <br />�� <br />STORY <br />M <br />AC PAD <br />36 <br />FLAT CL <br />Mw <br />. rn_ <br />cm <br />I <br />I <br />FIBERGLASS <br />A <br />as <br />i <br />- - - - - <br />0 O <br />---i� <br />- - <br />I <br />I <br />SURROUND ° <br />M <br />� <br />H <br />S3 <br />_7 <br />16" DEEP <br />I <br />X <br />1-111111111011110141 <br />ill <br />100 <br />ill <br />1, <br />11111111 <br />111 <br />ill <br />1111 <br />n <br />H B <br />EGRESS <br />EGRESS <br />O <br />S3 <br />O <br />10 <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 />(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 />18JX254 <br />S.H. <br />13 <br />20X38J <br />184X37J <br />S.H. <br />14 <br />20 X 50 J <br />1812 X 50 <br />S.H. <br />15 <br />20X63 <br />18JX624 <br />S.H. <br />16 <br />20X72 <br />18JX71J <br />S.H. <br />1H2 <br />271/4X26 <br />26X25 <br />S.H. <br />11-13 <br />271/4X38 <br />26x37 <br />S.H. <br />1 H4 <br />27 J X 501 <br />26 x 50 <br />S.H. <br />11-15 <br />274X63 <br />26X621/2 <br />S.H. <br />11-16 <br />27JX72 <br />26X711/2 <br />S.H. <br />22 <br />371X26 <br />367'X251/2 <br />S.H. <br />23 <br />37 1 X 38 J <br />36 � X 37 3/4 <br />S. H. <br />24 <br />37 1 X 50 J <br />36 7 X 50 <br />S.H. <br />25 <br />37 J X 63 <br />3621 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 J X 25 i <br />S.H. <br />33 <br />54 X 38 J <br />521 X 371 <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 X 62 <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 />DTIE WALLS TOGETHER BY ROTATING <br />BLOCKS EVERY OTHER COURSE <br />FLOOR PLAN <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 classi 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 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 />OA <br />+29.7 / -32.2 <br />© <br />+29.7 / -39.7 <br />© <br />+28.3 / -30.8 <br />CD <br />+28.3 / -37.0 <br />DE <br />+26.6 / -29.1 <br />�F <br />+26.6 / -33.5 <br />OG <br />SEE SN SHEET OH 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 />MASONRY HGT. @ 8'-0" A.F.F. <br />MMMOMMEMMEMM TYP. 2x FRAME WALL <br />11111111111111 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 />1ST FLOOR LIVING AREA 1936 <br />LIVING TOTAL 1936 <br />GARAGE 416 <br />ENTRY 20 <br />TOTAL AREA 2372 <br />PATIO 23 <br />INSULATION REQ. <br />LOCATION R-VALUE / TYPE <br />EXT CONC WALL R-4.1 HIGH PERM <br />EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED <br />- EXT FRAME 2 x 6 R-19 KRAFT FACED <br />ELEVA1 <br />CONDITIONED CEILING R-30 BLOWN -IN <br />(INSTALL BAFFELS AT EAVE) <br />GARAGE SEPARATION R-11/R-13 KRAFT FACED <br />SCALE: %11=1 r-Orr (GARAGE / LIVING) <br />e•a <br />N <br />r0 <br />C`V <br />o <br />W <br />c 19 U N <br />x <br />cc <br />fn <br />Cn Q f� <br />$ r. eV <br />E g = <br />d = ¢ <br />3 � <br />c E <br />ro C, <br />a � <br />���,�bq�titlC@88fffd�'p�B <br />� f <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 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 />112 1.3 _ <br />W <br />vY , <br />v�pANA& Pa- <br />O £- <br />OO N U <br />WIN 0 <br />o c co n <br />co n <br />r� <br />N M V <br />C J w <br />� <br />Jti11 a <br />w <br />- 2 a Y <br />Z <br />•% ° <br />L f6 OV'. <br />eF <br />w 0 0 <br />' W <br />U5 co w <br />Z <br />IL <br />N Q J <br />� M Z <br />aN <br />N <br />O U U O <br />Z <br />W <br />z N M <br />00 <br />W N <br />z o � <br />Q <br />J <br />^' <br />M <br />c <br />V! <br />�N <br />U o <br />W <br />U <br />OLU <br />�N <br />fa <br />~- <br />U <br />E <br />I <br />U 'o y <br />• <br />C <br />M® <br />cfl <br />M <br />J <br />¢ <br />w <br />z <br />� <br />C E <br />fl- p <br />E U <br />�o <br />Qa <br />wz <br />o <br />< <br />z o <br />oa <br />F_ M <br />CL <br />20 <br />00 <br />o E <br />p< <br />ao <br />g< <br />�z <br />O � <br /><o <br />= Y <br />m� <br />Z <br />J <br />3 <br />a" <br />0 <br />gz <br />go <br />son <br />MEN <br />T <br />C> <br />oLL <br />az <br />N <br />_ <br />m <br />dLL <br />~ & <br />�3 <br />w¢ <br />�O <br />o <br />M <br />V <br />a = <br />°U <br />zl¢ <br />.N Q <br />>� <br />^ <br />L <br />LO <br />Q <br />ca <br />CL <br />C:)0 <br />C <br />O <br />T <br />U <br />o <br />J <br />N <br />m <br />>, <br />o <br />LO <br />QI <br />U- M <br />N <br />r <br />m <br />Lid <br />T <br />r <br />0) � <br />r <br />E <br />c N <br />y <br />Z <br />M <br />z <br />=3 <br />E <br />a <br />@ <br />a <br />E . <br />U _J¢ <br />-6 a> <br />0 <br />c <br />� <br />JOB <br />NO: <br />23-06139 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />1 <br />
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