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36403 Well Hill Way
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Last modified
3/5/2025 4:14:25 PM
Creation date
2/25/2025 9:40:07 AM
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Building Plans
Street #
36403
Location
Well Hill Way
Contractor
Lennar Homes LLC
Building Plans - Permit #
6702
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SHWR. <br />DOUBLE <br />VARIES <br />/ <br />CURTAIN HEAD <br />RODS <br />I� <br />ROD o <br />z <br />SINGLE <br />24" TOWEL BAR <br />TOWEL BAR IN <br />a <br />ROD <br />w <br />ON WALL ABOVE <br />TOILET <br />TUB OR SHWR. <br />TOWEL BAR - <br />¢ <br />a <br />ON BATHROOM WALL <br />= <br />o <br />SHWR. <br />O <br />CABINMEDICET <br />a0NE <br />VALVES• <br />_ <br />_ <br />TOILET <br />4 SOAP <br />m <br />PAPER <br />co <br />DISH <br />oD <br />I HOLDER <br />4 <br />O <br />in <br />¢ <br />q N <br />q <br />OQ OQ <br />v <br />iy <br />o> �> <br />p <br />h O <br />FIN. FLR. <br />BATHROOMS, SHOWERS AND TUBS <br />CLOSETS / LAUNDRY <br />KITCHEN <br />POWDER BATH <br />0. <br />0 <br />eo <br />■ <br />■ <br />(*�_f <br />TYP. @ <br />2 STORY ■ <br />JE <br />■ ■ <br />I LANAI I <br />1 G T 8'-8" FLAT CLG. A.F.F. I <br />AC PAD 10'-0" <br />-L <br />13'EO" 2'-01' <br />I I' <br />(D I I <br />HB I O I <br />35 SH 1 6068 <br />DINING <br />NOOK <br />8'-8" FLAT CLG. <br />8'-8" FLAT CLG. <br />CARPET <br />TILE <br />o <br />0 <br />0 <br />11' 10" <br />13'-2" <br />■ <br />2'-7Z-8" <br />6-0" -11' <br />2x6 WALL <br />Cl)RLOBF. <br />D.W. l o o I <br />FAMILY � <br />� <br />8'-8" FLAT CLG. <br />SINK 1 <br />CARPET <br />w/ DISP 1 <br />N <br />;.. <br />■ <br />F <br />1KITCHEN <br />T-8" FLAT CLG. 1 <br />■ 42" HIGH 1/2 <br />o WALL W/ 1 x CAP <br />L OU) 4'-1" 3'-1" <br />LID <br />ih <br />./ I I <br />■ ----- <br />(3) 2x4 #2 SPF I I I I I I I <br />STUDS W/ USP OPEN UFI I I I I I I I <br />`r HTT16 @ BASE TO ABV. I I I I I I I to <br />`T 11 21 31 41 51 61171 <br />-G-T- - <br />FOY R <br />W-8" FLAT LG <br />1'-4"X1'-4" "L" <br />SHAPE CMU <br />COLUMN <br />TILE <br />�I <br />J <br />S6 <br />LU <br />1z <br />I <br />TYP. @ <br />OI I <br />(3) <br />x4 #2 SPF STUDS W/ <br />1 <br />2 STORY <br />USR <br />HTT16 @ BASE <br />~aw <br />UNDER <br />FG1 TRUSS <br />OC +I <br />r7:====:1 <br />1 <br />T-11" <br />2'10" <br />H <br />II <br />ALT <br />_ _ <br />_ _ <br />■ <br />I I AC PAD I I <br />3'-4" <br />T-2" <br />Il 11 <br />4" <br />PLUMBING LINE <br />I 7--I <br />1 26P8 PF. j <br />I I I I I <br />I I I I I I <br />11 121131 141 151 IZO <br />9 <br />0 TO SECOND <br />PWD. TP ■ FLOOR <br />-8" FLAT CLG. <br />TILE T = O <br />TILE <br />o <br />I <br />S3 <br />\� <br />3 W.H. <br />4'-1" <br />1, 1'-11 <br />2'-8" <br />`t <br />6-2" <br />3'-101, <br />64" <br />OBUILDER <br />TO PROVIDE <br />, <br />■ ■ <br />■ ■ <br />NOTE: FINISHED WALLS APPLIANCE PROTECTION <br />TO BE FLUSH. FIELD WHEN REQUIRED PER FBC <br />- VERIFY. Z -1 <br />Z <br />I <br />54 ic�2 <br />p <br />I? <br />I <br />ATTIC <br />' <br />-_ 1= 0- <br />■ <br />ACCESS- <br />_----- <br />U Q <br />;ENTRYa <br />o <br />8'-8" FLAT <br />ffs�*Iww <br />CLG. <br />LL <br />■ <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 />BRACKET 36" H BASE <br />O FINISHED CABINETS <br />o COUNTER TOP 30" H BASE D <br />0 <br />CABINETS So `0 <br />LL <br />oo Q <br />LO Q. 1'-2" <br />`O ° 2x <br />`9 T FRAMING <br />M fD b� O 17 <br />1/2" GYP <br />? BOARD <br />FIN. FLR. FIN. FLR. <br />x P.T. <br />SHELVING ISLAND COUNTER CABINET BLOCKING <br />BLOCKING AND MOUNTING DETAILS <br />SCALE: 1/4" = 1'-0" <br />- EDGE OF SLAB <br />2" BEYOND <br />WALL <br />LU <br />W z <br />�OD <br />X U J <br />0 m <br />o >W <br />N <br />G.T.01 <br />- - - <br />A <br />----------- I ■ S3 <br />8'-8" FLAT CLG. A.F.F. i TYP, @ <br />I I SINGLE <br />■ I I STORY <br />I I <br />I K I <br />I S4 I <br />TYP. @ I HB <br />GARAGE <br />I I q <br />M <br />■ � 16070 OVERHEAD DOOR ■ ■ <br />4'-8" 1'-10" 16-0" <br />64" 19'-8" <br />v <br />N <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 4 X 25 <br />S.H. <br />13 <br />20X38 <br />18JX37J <br />S.H. <br />14 <br />20 X 50 <br />18 4 X 50 <br />S. H. <br />15 <br />20 X 63 <br />18 4 X 62 <br />S. H. <br />16 <br />20X72 <br />184X71 <br />S.H. <br />1H2 <br />271/4X26 <br />26X25 <br />S.H. <br />1H3 <br />271/4X38 <br />26x37 <br />S.H. <br />1 H4 <br />27 J X 50 <br />26 x 50 <br />S.H. <br />iH5 <br />27JX63 <br />26X621/2 <br />S.H. <br />1116 <br />271X72 <br />26X711/2 <br />S.H. <br />22 <br />37JX26 <br />36JX251/2 <br />S.H. <br />23 <br />37 J X 38 J <br />36 J X 37 3/4 <br />S.H. <br />24 <br />37 J X 50 J <br />36 J X 50 <br />S.H. <br />25 <br />37 J X 63 <br />361 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 />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 J <br />52 4 X 37 J <br />S.H. <br />34 <br />54 X 50 J <br />52 J 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 J 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 />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 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 />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 />O <br />+29.7 / -32.2 <br />© <br />+29.7 / -39.7 <br />© <br />+28.3 / -30.8 <br />(b) <br />+28.3 / -37.0 <br />�E <br />+26.6 / -29.1 <br />�F <br />+26.6 / -33.5 <br />SEE SN SHEET HC� SEE SN SHEET <br />140 MPH <br />UO <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 />FIRST FLOOR PLAN - B. <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 flr. 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 CONIC 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 />C%J <br />0 <br />c� <br />`o <br />m -o <br />7 W <br />aC_ o <br />C N C-9 N <br />- J <br />.r �LLa <br />N m o <br />N a N t <br />N o m <br />a�5 <br />d C <br />E c <br />m <br />c E <br />M: <br />ll fV-, <br />y <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 engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />W <br />Q <br />v <br />O M U C4 <br />V <br />c 1 <br />O <br />_I <br />u <br />M <br />Q <br />M O <br />'TM d a <br />0 <br />z <br />u, <br />Z <br />mc°�°D <br />t f0 p uJ 0 <br />W <br />d°¢ <br />:3 InIL <br />��CY <br />W <br />Z <br />o=ow <br />� N Z Q U= <br />M <br />;^ <br />N U fn F- <br />0 d ❑�❑ <br />Z <br />W <br />V M V <br />N M <br />0o <br />to <br />N <br />U) <br />a <br />N <br />z <br />CD o <br />�-1 <br />QJ <br />4-1 <br />) <br />o�o <br />U111 <br />�V7 <br />f6 <br />(n <br />4J � <br />- <br />r- J E <br />= s d <br />,l✓ <br />v o <br />m <br />Sm <br />o <br />co <br />a <br />w <br />z <br />z <br />a <br />� <br />E <br />�o <br />oo <br />r� <br />Zo <br />Q� <br />0 o <br />E U <br />wz <br />Z® <br />oa <br />Co <br />�_a <br />� <br />01 <br />o <br />o <br />oQ <br />�z <br />z�E <br />wo <br />� � <br />�o <br />z <br />aLL <br />w� <br />mo <br />Z <br />m <br />N 2 <br />Q W <br />S <br />z <br />4O <br />W <br />m<� <br />2LL <br />a z <br />- <br />o <br />w <br />as <br />LM, <br />�o <br />? <br />c+� <br />v <br />zI< <br />a <br />0 3 <br />'L6 <br />O <br />iu <br />>T <br />CO <br />0 <br />co <br />CD <br />(0 <br />LL <br />~ <br />O <br />O <br />LO <br />co <br />O N <br />T- <br />T <br />T <br />0 <br />N <br />' ^ <br />CV) M <br />o <br />Z <br />Z <br />u , <br />E T- <br />iii LO <br />rn <br />`m <br />c <br />m <br />E <br />U <br />-0p <br />c <br />a <br />_ <br />� <br />JOB <br />NO: <br />23-06114 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />1.1 <br />
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