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36507 Well Hill Way
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Last modified
3/21/2025 10:48:43 AM
Creation date
2/19/2025 2:26:58 PM
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Building Plans
Street #
36507
Location
Well Hill Way
Contractor
Lennar Homes LLC
Building Plans - Permit #
6543
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c <br />c <br />KITCHEN <br />O. BATH <br />VARIES, 2" LESS THAN <br />CABINETS BELOW <br />T- <br />MIRROR <br />VARIES <br />0 <br />0 <br />CV <br />O <br />ih <br />KITCHEN <br />BATHROOM 2 <br />FINISH PER <br />FLOOR PLAN <br />l# <br />INTERIOR DETAILS <br />SCALE: 1/4" = 1'-0" <br />VENEER KEY PLAN <br />SCALE: 1/4 "=V-0" <br />NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION <br />GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS <br />SHWR. SHWR. <br />CURTAIN HEAD <br />ROB o - <br />24" TOWEL BAR <br />TOWEL BAR <br />CO <br />w <br />ON WALL ABOVE <br />TOILET TOWEL BARF] <br />TUB OR SHV <br />$ <br />o o- <br />> <br />9 <br />� ON BATHROOM WALL <br />V i L <br />MEDICINE <br />CABINET <br />VALVES <br />TOILET <br />SOAP <br />PAPER cO <br />DISH <br />r HOLDER <br />�f <br />yy >> <br />ED <br />02 CZ <br />LL L2 <br />o <br />O % = % <br />M <br />O <br />`n a CO AENTUB <br />FIN. FLR. <br />BATHROOMS, SHOWERS AND TUBS <br />Z <br />a <br />W <br />EL <br />x <br />- <br />w <br />op _ <br />z J <br />U <br />v <br />DOUBLE <br />RODS <br />SINGLE <br />ROD <br />CLOSETS/LAUNDRY <br />OPT. <br />REF. <br />0 <br />M <br />1� <br />KITCHEN <br />POWDER BATH <br />1'-4"X1'-4" "L" <br />SHAPE CMU <br />COLUMN - <br />LANAI <br />-8'-8" FLAT CLG. A.F.F. G T. <br />I <br />I <br />I <br />O <br />I <br />I <br />I <br />1 <br />6068 <br />1 <br />NOOK <br />I <br />8'-8" FLAT CLG. <br />TILE i <br />- <br />i <br />10 <br />- 13 -2" <br />- , <br />- <br />10 <br />_ 11 <br />_ 6_0 <br />2'-8" _ <br />2'-7: <br />,__ i <br />- <br />- - - 2x6WALL - - - <br />------' <br />L - - -J <br />i <br />EREr <br />D.W. ii <br />2068 <br />L---� <br />SINK <br />w7 DISP <br />- <br />■ <br />I <br />KITICREN <br />- <br />8'4'FLAT CLG:, <br />I <br />0i <br />_ <br />TILE <br />' <br />S6 <br />I� <br />o <br />i_ <br />TYP. <br />T <br />z <br />2 STORY <br />2: # F <br />3 x4 2SP, STUB <br />WI <br />I <br />I <br />�� <br />Lua <br />USP,HTT16 <br />U @BASE <br />m0 <br />FG1 TRUSS <br />UND- RUS <br />I f_---- I <br />1� <br />2 0 <br />iR <br />3 - <br />i_ <br />II II <br />ALT <br />( AC PAD 11 <br />II II <br />■ <br />--- <br />- - <br />- <br />Il- <br />t------J <br />3-2" <br />3'-4 <br />PLUMBING LINE <br />4" <br />TO SECOND <br />FLOOR <br />■ <br />W D - <br />TP - <br />15'-0" <br />HB O <br />35 SH <br />8 -8" FLAT CL F - F- <br />A = TILE <br />2 68 PF. <br />_ D I I I I <br />S3 I I <br />■ 2868 j 115 114 113 112 11 <br />EDGE OF SLAB ■11 2868 <br />2" BEYOND S W <br />WALL Q <br />AC PAD <br />DINING <br />8'-8" FLAT CLG. ■ <br />CARPET <br />o _ <br />o - <br />11'-10" <br />FAMILY <br />8'-8" FLAT CLG. <br />CARPET <br />F_ :;r <br />42" HIGH 1/2 <br />WALL W/ 1x CAP <br />4'-8" 3'_l„ 4'-1" <br />II <br />II M <br />S6 <br />TYP. @ <br />2 STORY <br />OU) A <br />N <br />I I I I I I I <br />I I I I I lip OPENt <br />0 ABV. (3) 2x4 #2 SPF <br />16 15 14 13 12 1 1 <br />ZS STUDS W/ USP <br />-- <br />- - - _ HTT16 @BASE <br />FOYER - <br />8' 8' FLAT CLG <br />W <br />H.W <br />C <br />S3 <br />S4 H2 <br />C <br />S3 <br />b <br />T ILE <br />W <br />T <br />O cr <br />6'-4" <br />T-10" <br />6-2"2 <br />� <br />-8 " <br />1 '-11 ` <br />4'-1"' <br />- LU <br />U <br />BUILDER TO PROVIDE <br />�- <br />OD <br />■ <br />-- <br />''■ <br />W p m <br />APPLIANCE PROTECTION NOTE: FINISHED WALLS <br />ULWH N R RED PER FBC TO BE FLUSH FIELD <br />068 <br />0 <br />10 <br />E EQUI 1 <br />� VERIFY. <br />o Q I - _ __ 64" x2Z" I <br />_ ATTIC <br />Q l ACCESS 1 I <br />o Q -- ENTRY, -� <br />2 <br />} c7 8'-8" FLAT CLG. <br />LL <br />W <br />>LU AFF <br />o <br />G.T. <br />A - - - - - - -iIF <br />r------------ GARAGE --- - ---- 2'4" <br />S3 <br />TYP. @ i 8'-8" FLAT CLG. A.F.F. <br />SINGLE I I <br />STORY <br />I I ■ <br />I K I <br />I S4 1 <br />TYP. @ i <br />HB I GARAGE <br />I - <br />q I I <br />M <br />------------------------ - ---- <br />i ■ 16070 OVERHEAD DOOR ■ <br />----------------------- <br />H <br />1'-10" 16-0" 1'-10" 4'-8" <br />42" H UPPER 40 It 19'-8" 54" <br />CABINETS <br />36" H UPPER 25'-0" <br />CABINETS <br />16" FOR LINEN 30" H UPPER <br />CABINETS <br />2" FOR PANTRY <br />OVERHANGS THAT <br />EXCEED 12" MAY <br />REQUIRE A SUPPORT <br />BRACKET <br />36 H BASE <br />O <br />0 <br />O <br />FINISHED CABINETS <br />COUNTER TOP 30" H BASE <br />0i <br />c0 <br />LL <br />CABINETS <br />N <br />o <br />F <br />60 <br />r <br />4 <br />O <br />i <br />a0 <br />io <br />2x <br />FRAMING o <br />o_ <br />1/2" GYP iv <br />iv <br />c7 <br />BOARD <br />FIN. FLR. <br />FIN. FLR..-[ <br />x P. <br />SHELVING ISLAND COUNTER CABINET BLOCKING <br />BLOCKING AND MOUNTING DETAILS <br />SCALE: 1/4" = V-0" <br />EO <br />N <br />M <br />r>ILO <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 25 21 <br />S.H. <br />13 <br />20X388 <br />18 X37 <br />S.H. <br />14 <br />20X50a <br />184X50 <br />S.H. <br />15 <br />20 X 63 <br />18 1 X 621 <br />S.H. <br />16 <br />20 X 72 <br />18 J X 71 J <br />S.H. <br />11-12 <br />271/4X26 <br />26X251 <br />S.M. <br />11-13 <br />271/4X388 <br />26x378 <br />S.H. <br />1 H4 <br />27 J X 50 a <br />26 x 50 <br />S.H. <br />i H5 <br />27 J X 63 <br />26 X 62 112 <br />S.H. <br />i H6 <br />27 J X 72 <br />26 X 71 112 <br />S. H. <br />22 <br />37 8 X 26 <br />36 1 X 25 1/2 <br />S.H. <br />23 <br />37 J X 381 <br />361 X 37 3/4 <br />S.H. <br />24 <br />37 J X 50.8 <br />36 J X 50 <br />S.H. <br />25 <br />378X63 <br />36"X621/2 <br />S.H. <br />26 <br />37 8 X 72 <br />36 J X 71 112 <br />S. H. <br />DOUBLE 2 WIDE <br />75" TALL <br />734 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 8 <br />52 4 X 371 <br />S.H. <br />34 <br />54 X 501 <br />52 4 X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 - X 62 -1 <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 />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 />RAG <br />(2) - 2X4 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />Follow Q/S4. See Plan for <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 />OPENING PRESSURES <br />ENCLOSED -EXPOSURE"C" <br />A <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 />�E <br />+26.6 / -29.1 <br />OF <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 />+29.7 / -39.7 <br />FIRST FLOOR PLAN - B <br />SCALE: t/4'=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 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 />WALL LEGEND <br />MASONRY HGT. @ 8'-8" A.F.F. <br />TYP. 2x FRAME WALL <br />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 FLOOR LIVING AREA 721 S.F. <br />SECOND FLOOR LIVING AREA 807 S.F. <br />TOTAL 1528 S.F. <br />GARAGE 397 S.F. <br />LANAI 60 S.F. <br />ENTRY 30 S.F. <br />TOTAL SQ. FT. 2015 S.F. <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 />CONDITIONED CEILING R-30 BLOWN -IN <br />(INSTALL BAFFELS AT EAVE) <br />GARAGE SEPARATION R-11/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />G.C. TO COORDINATE PLUMBING TO AVOID <br />CONFLICT WITH STRUCTURAL WD. COL. <br />N <br />N <br />^ <br />�a <br />W <br />�5 0 <br />n o <br />cM.r <br />-o m <br />x <br />LL n- <br />N (a o <br />N CV L <br />E c <br />m o a <br />Cry <br />u <br />ti W C G] <br />E <br />� u <br />6�AA- <br />O W N <br />1, <br />I <br />E <br />.� <br />` <br />41/ <br />S. <br />CNN' <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 />Flodda Building Code - <br />Residential 7th Edition. 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