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36499 Well Hill Way
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36499 Well Hill Way
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Last modified
2/24/2025 1:21:55 PM
Creation date
2/19/2025 10:20:03 AM
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Building Plans
Street #
36499
Location
Well Hill Way
Contractor
Lennar
Building Plans - Permit #
6519
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SHWR. <br />CURTAIN HEAD <br />ROD .^.- <br />24" TOWEL BAR TOWEL BAR IN <br />ON WALL ABOVE TUB OR SHWR <br />TOILET TOWEL BAR $ <br />ON BATHROOM WALL <br />1 SHWR. o 0 <br />VALVES <br />TOILET ° SOAP <br />PAPER ° DISH C <br />I HOLDER 4 <br />'v <br />4 oU <br />4 TUB <br />FLR. <br />BATHROOMS, SHOWERS AND TUBS <br />4 <br />e <br />DOUBLE <br />RODS <br />SINGLE <br />ROD <br />CLOSETS LAUNDRY <br />42" H UPPER <br />CABINETS <br />36" H UPPER <br />CABINETS <br />30" H UPPER <br />16" FOR LINEN <br />CABINETS <br />12" FOR PANTRY <br />OVERHANGS THAT <br />EXCEED 12" MAY <br />REQUIRE A SUPPORT <br />BRACKET 36" H BASE <br />o <br />O FINISHED CABINETS <br />o COUNTER TOP 30" H BASE <br />t0 <br />o ro <br />4 CABINETS <br />o <br />co <br />u- IN <br />, <br />r <br />In <br />a 1'-2" <br />O <br />O 2X <br />M <br />FRAMING b o <br />0 <br />1/2" GYP v N <br />V <br />? <br />BOARD <br />FIN FLa <br />FIN. FLR. <br />x <br />SHELVING <br />ISLAND COUNTER CABINET BLOCKING <br />BLOCKING AND MOUNTING DETAILS <br />SCALE: 1/4" = V-0" <br />11-4"X1'-4" "L" <br />SHAPE CMU <br />COLUMN <br />00 <br />(0 <br />0 <br />iV <br />(V <br />60 <br />O <br />TYP. @ 2 <br />STORY.SEE <br />JJ/S6 @ <br />STEMWALL <br />_ <br />LO <br />Cl) <br />O <br />0 <br />10 <br />v <br />1'-4"X1'4" "L" -% <br />SHAPE CMU <br />COLUMN <br />25`_n` <br />13'-0" <br />12'-0" <br />1' 4" <br />1 V-8" <br />T-9" 8'-3" <br />AC PAD <br />HB <br />O <br />35-SH <br />■ <br />■ <br />■ <br />■ <br />- - - - - - - - <br />■ <br />I <br />- - - - - - - - - - - - - - <br />I <br />I <br />LANAI <br />NOOK- <br />I <br />( 8'-0" <br />FLAT CLG. AFF <br />8'-8" FLAT CLG`."_ <br />I <br />TILE o <br />12'-4" <br />I <br />E <br />O <br />■ <br />0 8S D <br />■ <br />■ L■ <br />■ <br />�A <br />� <br />I <br />�I <br />I ■ <br />■ <br />II <br />II <br />II <br />I <br />�I <br />I <br />I• a <br />o <br />E1_ <br />I O <br />bN <br />I Y <br />I 3 R I O <br />D <br />FAMILY <br />U5 HIV <br />, -- <br />■ <br />8'-8" FLAT CLG. <br />I �I o <br />i ■ <br />CARPET <br />2'-2" <br />2'411" <br />ITCHE <br />8'-8" FLAT CLG. 246- <br />TILE '-0 N <br />c=n <br />JL <br />FLOOR G.T. <br />LO <br />-----am --- <br />-- --- <br />-- _ <br />REF <br />- <br />XM <br />---- <br />N c4m <br />cc m--- 15 <br />5'-71" <br />13 <br />DINING <br />(3) 2x4 #2 SPF <br />12 <br />■ <br />STUDS w/ (3) 16d <br />GG <br />■ <br />8'-8" FLAT CLG. <br />NAILS @ BASE <br />11 <br />CARPET oo <br />S3 <br />TYP <br />10 <br />42" H 1/2 WALL <br />3-T 4'-24, 9 <br />OR RAILING PER <br />SPECS <br />8 <br />FLOOR G.T. <br />(3) 2x4 #2 SPF <br />- <br />6 <br />STUDS w/ (3) 16d <br />■ <br />NAILS @ BASE <br />�I P <br />iN <br />p <br />c%> <br />O <br />L`1 <br />2 3 4 5 <br />........... <br />P\/`/D R 4068 ARCH <br />co <br />Y v <br />GG <br />(3) 2x4 #2 SPF <br />8'-8" FLAT CLG. �� <br />.'gyp S3 W. <br />STUDS w/ HTT16 <br />TILE <br />■ AT BASE <br />FOYER <br />TP 00 <br />• PE K <br />_11- <br />LAU N <br />8'-8" FLAT CLG. <br />Q 8'-8" FLAT CLG. D. <br />TILE <br />S4 TILE <br />o <br />1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 <br />sw <br />H1 <br />6'-4" <br />6,-71" <br />4' 0 7'-�1,I <br />- <br />W.H. <br />T <br />0" <br />17'-10" <br />n N <br />EDGE OF SLAB 2" <br />BUILDER TO <br />-�--� - <br />■ BEYOND WALL <br />p� PROVIDE APPLIANCE <br />PROTECTION WHEN <br />I00 <br />NOTE: FINISHED WALLS <br />REQUIRED PER FBC <br />I I <br />co <br />TO BE FLUSH. FIELD <br />I <br />VERIFY. G.T. <br />8'-8" CLG. A.F.F. <br />1- <br />-- ------ <br />---------------- <br />__-_-__-_-__------- <br />I I <br />8'-0" CLG. A.F.F. <br />J <br />11 <br />Zw <br />ENTRY1 <br />8'4' FLAT CLG. AlF <br />F54 x 24'=_� I <br />Q a <br />------ <br />GARAGE <br />(ATTIC ��� <br />1 <br />p Q <br />LA g____ <br />0 6 <br />0? <br />w <br />c�v <br />TYP. @ SINGLE <br />j I j <br />1'4" 4'-4" <br />STORY <br />(SEE AS3 FOR A <br />A/ <br />S) s3- <br />r - - <br />I <br />I <br />I <br />- - - - - - - - - - - <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />K <br />I <br />I <br />I <br />I <br />I <br />TYP. @ S4 <br />I <br />I O <br />GARAGE <br />I <br />I <br />16070 OVERHEAD DOOR <br />16'-0" <br />1'-8" <br />19'-4" <br />5'-8" <br />25'-0" <br />EXTERIOR WALL <br />W/2x4 WALL <br />PAD OUT <br />HANSON BOX @ <br />36" A.F.F. <br />DRYER VTE <br />/-PLUMBING LINE <br />TO SECOND <br />FLOOR <br />WIRE SHELF @ <br />+54" A.F.F. <br />Lu Ir <br />w w <br />UJ <br />205 <br />HUH � <br />w O <br />�,'�� 0? <br />0o 2 <br />-4' <br />HB <br />0 <br />2 <br />U <br />I.-: <br />90 <br />80 _ <br />oI 00 <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)-13/4" 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 />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 i -29.1 <br />OF <br />+26.6 / -33.5 <br />�G <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 PRMESSURES <br />LISTED ABOVE ARE ALLOWABLE PRESSURES <br />SOFFIT DESIGN PRESSURE <br />1 +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 25 ' <br />S.H. <br />13 <br />20 X 38 g <br />18 1 X 37 a <br />S.H. <br />14 <br />20 X 501 <br />181 X 50 <br />S.H. <br />15 <br />20 X 63 <br />18 2 X 62 z <br />S.H. <br />16 <br />20X72 <br />182'X71 <br />S.H. <br />1H2 <br />27 1/4 X 26 <br />26 X 251 <br />S.H. <br />1H3 <br />271/4X383 <br />26x373 <br />S.H. <br />11-14 <br />27 4 X 50 a <br />26 x 50 <br />S.H. <br />11-15 <br />274X63 <br />26X621/2 <br />S.H. <br />11-16 <br />271 X 72 <br />26 X 71 1/2 <br />S.H. <br />22 <br />37 J X 26 <br />36 X 25 1/2 <br />S.H. <br />23 <br />37 J X 38 a <br />36 X 37 3/4 <br />S.H. <br />24 <br />37 J X 505 <br />36 ' X 50 <br />S.H. <br />25 <br />37 4 X 63 <br />36 1 X 62 1/2 <br />S.H. <br />26 <br />37 J4 X 72 <br />36 1 X 71 1/2 <br />S.H. <br />DOUBLE 2 WIDE <br />75" TALL <br />73 WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 2 X 2512 <br />S.H. <br />33 <br />54 X 38 <br />52 2' X 37 a <br />S.H. <br />34 <br />54 X 50 <br />52 'X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 2 X 62 <br />S.H. <br />36 <br />54 X 72 <br />52 J 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 />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 />MASONRY HGT. @ 8'4" A.F.F. <br />TYP. 2x FRAME WALL <br />11, <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 952 S.F. <br />SECOND FLOOR LIVING AREA 1121 S.F. <br />TOTAL LIVING AREA 2073 S.F. <br />GARAGE 396 S.F. <br />LANAI 104 S.F. <br />ENTRY 32 S.F. <br />TOTAL SQ. FT. 2605 S.F. <br />INSULATION REQ. <br />LOCATION <br />R-VALUE / TYPE <br />EXT CONIC 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-11/13-13 KRAFT FACED <br />FIRST FLOOR PLAN - ELEV-A <br />SCALE: Y4"=V-0" <br />0 <br />N <br />o <br />> ,,, <br />Z o :z- <br />IL r-_ o <br />N _z,r�ox <br />yr N C LL 2 <br />�o <br />N -a CN N .0 <br />o cc <br />> o <br />Y 3 E <br />C2 <br />a� <br />� E <br />o <br />a <br />.. <br />Q <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code <br />- <br />Residential 7th Edition. 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