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36491 Well Hill Way
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36491 Well Hill Way
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Last modified
3/4/2025 4:09:09 PM
Creation date
2/19/2025 10:03:22 AM
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Building Plans
Street #
36491
Location
Well Hill Way
Contractor
Lennar
Building Plans - Permit #
6610
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o E0 <br />CV <br />�0 � co 0011117 <br />M <br />KITCHEN <br />MIRROR <br />0 <br />EO <br />M <br />O. BATH <br />VARIES, 2" LESS THAN <br />CABINETS BELOW <br />MIRROR <br />VARIES <br />KITCHEN <br />INTERIOR DETAILS. <br />NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION <br />SHWR. SHWR. <br />CURTAIN HEAD <br />ROD <br />w <br />24" TOWEL BAR <br />ON WALL ABOVE <br />TOILET TOWEL BAR <br />TOWEL BAR IN <br />TUB OR SHWR. <br />� ON BATHROOM WALL <br />MEDICINE <br />F <br />i i <br />^- <br />CABINET <br />VALVES <br />TOILET 4 <br />SOAP <br />PAPER ° <br />DISH d <br />I HOLDER <br />4 <br />o z 02 <br />4 <br />o> C > <br />0 <br />0 <br />C.) CN'1 1) M <br />N <br />TUB <br />FIN. FLR. <br />BATHROOMS, SHOWERS AND TUBS <br />DOUBLE <br />RODS <br />rh <br />SINGLE <br />ROD <br />CLOSETS/LAUNDRY <br />0 <br />r- <br />BATHROOM 2 <br />N <br />42" H UPPER <br />CABINETS <br />36" H UPPER <br />CABINETS <br />16" FOR LINEN 30" H UPPER <br />12" FOR PANTRY CABINETS <br />OVERHANGS THAT <br />EXCEED 12" MAY <br />REQUIRE A SUPPORT <br />O BRACKET 36" H BASE <br />FINISHED CABINETS <br />o COUNTER TOP 30" H BASE o O <br />9 CABINETS o e0 a0 <br />80 <br />� LL SIN f` <br />D O 2x <br />0- rn �t c9 FRAMING dN 4 0 <br />M o <br />1/2" GYP v v cV <br />? BOARD <br />FIN. FLR. T FIN. FLR. <br />SHELVING x 1SLAND COUNTER CABINET BLOCKING <br />BLOCKING AND MOUNTING DETAILS <br />SCALE: 1/4" = V-0" <br />AC PAD <br />8'-3" 6 T-9" <br />OI +HB <br />iil <br />LANAI <br />8'-0" FLAT CLG. AFF <br />1')' All <br />1'4"X1'4" "L" <br />SHAPE CMU <br />COLUMN <br />I <br />cn <br />■ <br />1 <br />i <br />W. <br />T <br />0 <br />o <br />1 <br />iR <br />z <br />Q <br />I <br />bN <br />- <br />0 <br />� <br />I <br />z <br />- <br />- <br />r <br />� <br />FAMILY <br />- <br />■ <br />8'-8" FLAT CLG. <br />■ <br />�p <br />I <br />CARPET <br />L - - <br />80 <br />2,41 "14 <br />1 <br />1. <br />4�-TCHEN---, <br />J <br />-2468�-8" FLAT CLG. <br />TILE <br />TYP. @ 2 <br />N <br />FLOOR G.T. <br />STORY. SEE <br />~ <br />REF. - <br />--- <br />------------- <br />- <br />JJ/S6@ <br />6 <br />- <br />---- <br />STEMWALL <br />5 NIA <br />1(Y <br />N <br />14 <br />5'-71' <br />0 <br />LO <br />- <br />o <br />3 <br />(3)2x4#2SPF <br />DINING co2 <br />STUDS w/ (3) 16d <br />GG <br />1 <br />NAILS @ BASE <br />8'-8" FLAT CLG. <br />S3 0? <br />CARPET <br />TYF 0 <br />Fo <br />3'-3" <br />42" H 1/2 WALL = <br />4'41" <br />OR RAILING PER <br />o <br />LO <br />SPECS <br />o <br />■ <br />-- <br />-- FLOOR G.T.-------- <br />C <br />O <br />CN <br />- <br />-V <br />UP <br />U <br />(3) 2x4 #2 SPF ■ <br />O N <br />STUDS w/ (3) 16d <br />NAILS @ BASE <br />WIRE SHELF @ <br />- <br />1 <br />- <br />+54" A. F. F. <br />PLUMBING LINE <br />4068ARC <br />- <br />-PWDR r <br />TO SECOND <br />D <br />I S3 <br />�'cp6 8'-8" FLAT CLG. #2 SPF - CO <br />FLOOR <br />��o <br />I _ �� I <br />� TIL E STUDS <br />,- w/ HTT16 <br />DRYER VTE <br />1 <br />LAU N <br />E NK Tf� AT BASE � <br />P 0 ; FOYE R <br />U); <br />HANSON BOX @ <br />I 8'-8" FLAT CLG. <br />W S4 <br />0 <br />- , 8'-8" FLAT CLG. <br />36" A.F.F. <br />I TILE <br />TILE <br />t l ty I l i l i l l l t t l i l l t l LE <br />SW c3 - <br />H1 <br />EXTERIOR WALL � <br />7'_23, <br />4'-0" <br />6�-71' T <br />W/ 2x4 WALL z w <br />- - 6'4' - <br />W'H' <br />17'-10" <br />PAD OUT - a <br />10 <br />Q <br />BUILDER TO <br />35 <br />_j <br />U U <br />EDGE OF SLAB 2" N <br />�- <br />� <br />PROVIDE APPLIANCE <br />BEYOND WALL ■ - <br />- <br />-' - <br />D1 <br />PROTECTION WHEN D1 <br />U U <br />REQUIRED PER <br />NOTE: FINISHED WALLS co <br />NOTE: cfl <br />o= j W <br />TO BE FLUSH. FIELD <br />8-8" CLG. A.F.F. <br />� <br />G.T. VERIFY. I _ <br />- - - - - - - - - - -- <br />- 8'-0" CLG. A.F.F. <br />------ --- <br />I U IDo <br />�r-------�� <br />�2" <br />�' <br />0 <br />o <br />W-- I <br />1_- ATTIC <br />w z =�I --- 1 <br />ENTRY <br />'-0" FLAT CLG. AFF <br />o mL---- 6 J <br />GARAGE - <br />- - - - - - <br />L U <br />8'-0" CLG. A.F.F. <br />�o�oo <br />TYP. @ SINGLE CD1'-4"X1'-4" <br />"L" <br />STORY C1' <br />SHAPE CMU <br />A (SEE AA/S3 FOR <br />4' 4" 1'-4" COLUMN <br />S3 STEM OPT.) <br />cor <br />- - - - - - - - - - - - - - - - - - <br />-------------� <br />I <br />I <br />I <br />I <br />I <br />I <br />I - <br />I <br />I <br />I <br />I K <br />I <br />I <br />I <br />S4 TYP. @ <br />HB <br />o <br />I GARAGE <br />I <br />I <br />I <br />O I <br />16070 OVERHEAD DOOR <br />I <br />I <br />19'-4" <br />S-8" <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 11 114 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 />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 />OE <br />+26.6 / -29.1 <br />+26.6 / -33.5 <br />�G <br />SEE SIN SHEET Q1 SEE SIN SHEET <br />'� 40 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 />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 2 X 251 <br />S.H. <br />13 <br />20 X 38 $ <br />18 1 X 37' <br />S.H. <br />14 <br />20X505 <br />182X50 <br />S.H. <br />15 <br />20X63 <br />182X622 <br />S.H. <br />16 <br />20 X 72 <br />18 2 X 71 2 <br />S.H. <br />11-12 <br />271/4X26 <br />26X252 <br />S.H. <br />1 H3 <br />27 1/4 X 38 g <br />26 x 37 a <br />S.H. <br />1 H4 <br />27 a X 50 $ <br />26 x 50 <br />S.H. <br />11-15 <br />271X63 <br />26X621/2 <br />S.H. <br />11-16 <br />274X72 <br />26X711/2 <br />S.H. <br />22 <br />37 a X 26 <br />36 2 X 25 1/2 <br />S.H. <br />23 <br />37 a X 38 a <br />36 2 X 37 3/4 <br />S.H. <br />24 <br />37 3 X 50 5 <br />361 X 50 <br />S.H. <br />25 <br />37 a X 63 <br />36 2 X 62 1/2 <br />S.H. <br />26 <br />37 a X 72 <br />36 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 X 25 2 <br />S.H. <br />33 <br />54 X 38 3 <br />52 2 X 37 <br />S.H. <br />34 <br />54X50$ <br />522X50 <br />S.H. <br />35 <br />54 X 63 <br />52 2 X 62 2 <br />S.H. <br />36 <br />54 X 72 <br />5212 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 />FIRST FLOOR PLAN - ELEV-13 <br />SCALE: Y4"=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 />MASONRY HGT. @ T-0" A.F.F. <br />MEMEMENEEMEM 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 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 />jR-11/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />c cm <br />�U-a <br />es CP .- <br />o <br />� <br />ti <br />RODI <br />='= <br />0 <br />Alfd€P�f®�!� <br />NUA <br />5 <br />a6 <br /><rias 11 <br />�� <br />tS3 <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 <br />Florida Building Code - <br />Residential 7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />n Ax <br />RUN 'v F <br />Q <br />(� <br />o 8 1 <br />,_Mo 6 n <br />C? ) ! 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