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6418 Back Forty Lp
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6418 Back Forty Lp
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Last modified
3/24/2025 1:37:45 PM
Creation date
2/19/2025 10:09:41 AM
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Building Plans
Street #
6418
Location
Back Forty Lp
Contractor
Lennar
Building Plans - Permit #
6466
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0 <br />M <br />O. BATH <br />BATHROOM 2 <br />VARIES, 2" LESS THAN <br />CABINETS BELOW <br />MIRROR <br />VARIES <br />24" TOWEL BAR <br />w <br />ON WALL ABOVE <br />TOILET <br />MEDICINE <br />CABINET <br />TOILET <br />APER <br />I HOLDER <br />v <br />22 <br />o> <br />M M <br />tr <br />OZ <br />N > <br />M <br />O <br />(V <br />0 <br />O. BATH <br />KITCHEN <br />NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION <br />GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS <br />TOWEL BAR <br />ON BATHROOM WALL <br />SHWR. SHWR. <br />CURTAIN HEAD <br />ROD 0 <br />S-- TOWEL BAR IN <br />TUB OR SHWR. <br />FSHWR <br />ALVES <br />19 <br />SOAP <br />`� DISH <br />O <br />o o <br />7 O O V <br />TUB <br />BATHROOMS, SHOWERS AND TUBS <br />DOUBLE <br />RODS <br />00 <br />in <br />VARIES PER <br />FLR. PLAN <br />SINGLE <br />TYPICAL HEADER HGT. <br />KITCHEN <br />42" H UPPER <br />CABINETS- <br />36" H UPPER <br />CABINETS - <br />16" FOR LINEN 30" H UPPER <br />CABINETS - <br />12" FOR PANTRY <br />OVERHANGS THAT <br />EXCEED 12" MAY <br />REQUIRE A SUPPORT <br />o <br />BRACKET 36" H BASE <br />FINISHED CABINETS - <br />COUNTER TOP 30" H BASE <br />4 <br />8 <br />CABINETS - <br />LL <br />N <br />Lo <br />O <br />1,_2 <br />2x <br />T 4 <br />c9 <br />FRAMING.v q <br />1/2" GYP N " N <br />r <br />BOARD ^ <br />0 <br />N <br />CLOSETS / LAUNDRY SHELVING ISLAND COUNTER CABINET BLOCKING <br />1'-4"X1'-4" "L" <br />SHAPE CMU <br />COLUMN <br />•--------.------ • <br />.- <br />LANAI 1 <br />T <br />8'-8" FLAT CLG. 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BEYOND <br />WALL <br />I _HTT_1 l@-BASS <br />_ <br />'S <br />6'-4" 4'-5" <br />T-3" <br />- <br />W <br />ZO M <br />F <br />BUILDER TO PROVIDE Q <br />APPLIANCE PROTECTION <br />OM <br />7 <br />i- <br />�OY�ER <br />o <br />S4 C <br />$ 8 „_ Ft A CL <br />- - <br />U _ <br />W o <br />- <br />WHEN REQUIRED PER FBG <br />J S3 <br />H1 <br />TILE <br />`- <br />_ <br />- <br />> � 00 <br />Z <br />PS <br />J <br />a C NTER <br />( <br />U WALL TO <br />DAEACH SIDE OF <br />) <br />FLOOR TRUSS <br />© <br />oo I I <br />ABOVE <br />16" O.C. U) <br />- <br />o I I <br />N <br />TYP. @ <br />- <br />w <br />o U_ <br />M I I <br />2-STORY <br />-- <br />W � GARAGE <br />X m>-- <br />I I <br />> W 8'-8" FLAT CLG. A.F.F. <br />Z p � <br />-- <br />- <br />N <br />"�' <br />�__ <br />I I <br />ENTRY <br />°° <br />w <br />-- <br />-- <br />� -J <br />8'-8" FLAT CLG I I <br />o� <br />Z LL <br />AFF I I <br />oA <br />-----------------------------o <br />tri <br />TYP. @ <br />SINGLE <br />FLOOR G.T. <br />STORY <br />-------- <br />j 8"x16" CMU COLUMN <br />j <br />N <br />W/ 6"x12" ABO <br />E <br />- <br />12"x12" CMU w/ (4) <br />I K INTERGRATED <br />INTO <br />I <br />#5 VERTICAL o <br />HB <br />- <br />I S4 TYP. @ WALL W/ (2) #5 <br />1 <br />"' <br />9- <br />GARAGE VERTICAL <br />I <br />i <br />• <br />-4„ <br />16070 OVERHEAD DOOR <br />0 <br />16-0" <br />1'-4" <br />2" <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 />DE <br />+26.6 / -29.1 <br />0 <br />+26.6 / -33.5 <br />OG <br />SEE SN SHEET �H 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 />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 X 251 <br />S.H. <br />13 <br />20X38$ <br />182X37a <br />S.H. <br />14 <br />20 X 50 <br />18 1 X 50 <br />S.H. <br />15 <br />20 X 63 <br />18 X 62' <br />S.H. <br />16 <br />20X72 <br />18'X71 <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 a <br />26 x 374 <br />S.H. <br />1 H4 <br />27 d X 50 a <br />26 x 50 <br />S.H. <br />1 H5 <br />27 a X 63 <br />26 X 62 1/2 <br />S.H. <br />11-16 <br />27aX72 <br />26X711/2 <br />S.H. <br />22 <br />37 X 26 <br />36 # X 25 1/2 <br />S.H. <br />23 <br />37 J X 38 e <br />36 1 X 37 3/4 <br />S.H. <br />24 <br />37JX50$ <br />361X50 <br />S.H. <br />25 <br />37 J X 63 <br />36 ' X 62 1 /2 <br />S.H. <br />26 <br />37 a X 72 <br />36 z X 71 1/2 <br />S.H. <br />DOUBLE 2 WIDE <br />75" TALL <br />73 WIDE <br />S.H. <br />32 <br />54X26 <br />52 X25 <br />S.H. <br />33 <br />54 X 38 a <br />52 X 37 <br />S.H. <br />34 <br />54 X 50 J <br />52 z X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 g 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 />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 />e <br />(2) - 1 3/4" X 11 1/4 LVL <br />2.0E Fb=2950 <br />e <br />(2) - 1 3A 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 />FIRST FLOOR PLAN -A <br />SCALE: %"=V-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 />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 buiiding. <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 />171 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 LIVING <br />SECOND LIVING <br />728 S.F. <br />1036 S.F. <br />TOTAL LIVING <br />1764 S.F. <br />LANAI <br />60 S. F. <br />GARAGE <br />379 S.F. <br />ENTRY <br />62 S.F. <br />TOTAL SQ. FT. <br />2265 S.F. <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 />EXT FRAME 2 x 6 <br />R-19 KRAFT FACED <br />CONDITIONED CEILING <br />R-30 BLOWN -IN <br />(INSTALL BAFFELS AT EAVE) <br />GARAGE SEPARATION <br />(GARAGE / LIVING) <br />R-11/R-13 KRAFT FACED <br />Z_ <br />LW <br />W <br />j C n G1 <br />C..)� <br />m <br />N = W C3_ <br />C= <br />Q � CV Y <br />.✓ W <br />as <br />y r.L r <br />.� r .. = <br />C <br />CDG t <br />= f/ 8 <br />�o <br />a cJ <br />`o <br />w <br />CM <br />O <br />N <br />s <br />N <br />eye n c. i <br />"• <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within <br />these <br />drawings comply with the 2020 <br />Florida Building Code <br />- <br />Residential 7th Edition. Engineer's signature and seal <br />is only for <br />the structural engineering portions <br />of the drawing pages bearing <br />Engineer's signature and seal. <br />W <br />.a OU <br />FA <br />�0 1 <br />0`� <br />LLv <br />i <br />co r W w <br />is <br />Q <br />1NvLL <br />i a <br />Y <br />J ti n. <br />z <br />z <br />_ <br />_ <br />p O <br />rev o ❑ <br />O <br />m <br />W <br />W <br />¢'I <br />o w <br />'li <br />r <br />d <br />N M z <br />z <br />Q <br />Z <br />O U ❑�❑ <br />W <br />N M <br />o g <br />z N <br />a <br />Q � a <br />J <br />N <br />U <br />M <br />z a <br />ch o <br />1l <br />O <br />LU o <br />uea <br />V(a <br />U <br />U <br />UJ <br />r- J E <br />t <br />I <br />U o N <br />c CO <br />N <br />� <br />� <br />o <br />z <br />w <br />M <br />Q <br />z <br />zo <br />�o <br />aN <br />� O <br />E <br />Wo <br />z <br />oa <br />►`� co <br />CIL <br />0 o <br />�E <br />o <br />X <br />L <br />r <br />wZ <br />`" c <br />4 ❑ <br />m <br />O & <br />m Cl) <br />1 <br />m <br />z <br />¢w <br />8 zC <br />00 <br />aw <br />go <br />a <br />S <br />z <br />W <br />m <br />¢o <br />�LL <br />o <br />M <br />V <br />Z¢ <br />ar=- <br />O- <br />U3 <br />12C:) <br />> L0 <br />J <br />O <br />a; <br />0I <br />m <br />LO <br />O <br />:3 N <br />0- <br />L0 <br />�. <br />JN <br />a <br />0U <br />m <br />_�N <br />L0 <br />O <br />`./ <br />a.. , <br />LL <br />O <br />Y <br />O <br />CD <br />-0 <br />c6 N <br />M <br />m 0 <br />LO <br />Q <br />�LO <br />T <br />m <br />� O <br />(0 N <br />i6 LC) <br />o <br />Z <br />z <br />E N <br />U <br />ITS <br />E <br />0 <br />a) <br />0- <br />U J <br />Q <br />JOB <br />NO: <br />23-04907 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />
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