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36371 Well Hill Way
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36371 Well Hill Way
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Last modified
3/21/2025 10:08:29 AM
Creation date
2/19/2025 10:00:44 AM
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Building Plans
Street #
36371
Location
Well Hill Way
Contractor
Lennar
Building Plans - Permit #
6681
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SHWR. <br />CURTAIN HEAD <br />ROD 0 0 <br />Lu <br />24�'TOWEL BAR <br />ON WALL ABOVE <br />TOILET <br />W <br />TO EL BAR <br />TOWEL BAR IN <br />TUB OR SHWR <br />ON BATHROOM WALL <br />MEDICINE <br />CABINET <br />=9 <br />00 <br />I <br />T TOILET <br />SHWR. <br />VALVES <br />SOAP <br />PAPER -DIS <br />HOLDER <br />9 <br />02 02 <br />LL <br />LL <br />co M TTOU B <br />FIN. FLR. <br />BATHROOMS, SHOWERS AND TUBS <br />z <br />o? <br />ID <br />0 <br />9 <br />:;t <br />DOUBLE <br />RODS <br />EO <br />SINGLE <br />ROD <br />CLOSETS/LAUNDRY <br />KITCHEN <br />POWDER BATH <br />C\1 <br />251-0" <br />101-01. <br />1'4- T-4" 1.1 -4' <br />1'-4"X1 '-4" "L" <br />SHAPE CMU <br />COLUMN <br />Sol _L!�E <br />24 0 <br />I LANAI <br />1 8'-8" FLAT CLG. A.F.F. <br />G T. <br />7PAD <br />0 AC 101-01, <br />1TI-O" Z-01" <br />o? <br />'0 <br />40 <br />(D HB <br />35 SH 6068 <br />A <br />DINING <br />4 NOOK <br />8'-8" FLAT CLG. <br />8'-8"� FLAT CLG. <br />00 <br />CARPET <br />7 TILE <br />C? <br />C) <br />13'-2" <br />01 <br />2-7 2'-8" <br />6-10" - -J'-1 1' <br />40 <br />TL0 <br />----------- <br />2x6 WALL <br />- - - - - - - - - - - - <br />Z. <br />F - - - I <br />L <br />Cn <br />J) 2068 D.W. <br />FAMILY <br />M <br />LID BF. L <br />8'-8" FLAT CLG. <br />- - - <br />SINK <br />CARPET <br />W] DI SP <br />o? <br />zo <br />KITCHEN <br />L <br />TYP. @ <br />8'-8" FLAT CLG. <br />'T <br />2STORY <br />TILE <br />b <br />CY) <br />N <br />LO <br />TYP. @ <br />0 (3) 2x4 #2 SPF ST`UD8 W1 <br />2STORY <br />U S0 HT'116 �O BASE <br />U NMER[ F-G-1; T_R`U S__S__ <br />T-11 1' <br />1 If I I <br />ALT <br />HIGH 112 <br />AC PAD <br />I42" <br />WALL W/ 1x CAP <br />(D U) <br />4'- 1 V T- 1 7 LO <br />4'-8 <br />/3'4" T-2" <br />LO <br />19 <br />PLUMBING LINE <br />�0 <br />TO SECOND <br />FLOOR <br />PW TP <br />7-- <br />-MISS <br />11 '-8" FLAT CLG. <br />60 <br />(3) 2x4 #2 SPF <br />UF <br />OPEN <br />r12 <br />10",10" <br />TILE <br />1 26P8 PF. <br />U) <br />Cl) <br />STUDS W/ USP <br />I <br />F-Y-oI �y <br />J D <br />HTT16@BASE- <br />TO ABV.`1 - <br />S3 <br />1 <br />1 31 41 51 61 <br />71 <br />01 <br />01 <br />286 <br />1111 1211131114 151 8 <br />1111211 <br />0 <br />EDGE OF SLAB <br />--7 <br />1 I <br />I I I M I "1 <br />jr 2868 31'-IZZT� <br />...... <br />2" BEYOND <br />FOYER <br />S.W. <br />W ALL <br />8'-8" FLAT <br />C LG. <br />C <br />Q <br />H2 S4 <br />C <br />F_ <br />U-1 <br />TILE <br />I <br />W.H. <br />S3 <br />S3 <br />UJ z <br />1 <br />0 X <br />4'- 1 <br />11 2'-8" <br />6'-2" <br />T-10" <br />6-4 <br />�z LU <br />Q <br />___? <br />BUILDER TO PROVIDE <br />< <br />0 <br />A <br />30 <br />8 1 <br />--l-NOTE: <br />FINISHED WALLS APPLIANCE PROTECTION <br />0 :D <br />> <br />TO BE FLUSH. FIELD WHEN REQUIRED PER FBC <br />VERIFY. z <br />0 Z <br />I? <br />ATTIC <br />< <br />ACCESS <br />ENTRY <br />L- - - - - <br />- - <br />0 < <br />u <br />-8" FLA' <br />CLG. <br />LL <br />AFF <br />0 <br />W <br />IS <br />ULI _J <br />> LLI <br />G.T. <br />- - - - - -I <br />2`4" <br />ED <br />- - <br />-G-AR-AGS ----------- <br />("A <br />S3 [o <br />8'-8" FLAT CLG. A.F.F. <br />TYP. @ <br />SINGLE <br />STORY <br />K I <br />S4 I <br />I <br />TYP. @ I <br />1%V <br />HB <br />GARAGE <br />I <br />C? <br />- - - - - - - - - - - - - - - - - - - - - - - - <br />16070.OVERHEAD DOOR <br />-in <br />- - - - - - - - - - <br />42" H UPPER <br />CABINETS <br />36" H UPPER <br />CABINETS - <br />16" FOR LINEN 30" H UPPER <br />2" FOR PANTRY CABINETS <br />OVERHANGS THAT <br />EXCEED12"MAY <br />RECUIRE A SUPPORT <br />BRACKET <br />T <br />36 H BASE <br />0 <br />FINISHED CABINETS <br />COUNTER TOP 3 " H BASE:3 <br />I? <br />9 <br />60 <br />y: <br />ABIN <br />C ETS <br />F_ <br />F, <br />!!�4 <br />==D <br />0 <br />2x <br />0? <br />FRAMING 3F 9 <br />1/2" GYP CN N <br />BOARD <br />FIN FLR. - <br />I <br />I <br />. <br />. FIN. FLR.-[---A <br />-1 <br />2x P.T. SOLE PLATE <br />SHELVING ISLAND COUNTER CABINET BLOCKING <br />BLOCKING AND MOUNTING DETAILS <br />SCALE: 1/4" = V-0" <br />L811 L 4'-8" 1._1 0" 16'-0" v-10" <br />IM1 All In, 0., -7 <br />WINDOW SCHEDULE <br />SIZE <br />R.O. CMU <br />(Flange) <br />R.O. FRAME <br />(Fin) <br />TYPE <br />12 <br />20X26 <br />187'X251 <br />S.H. <br />13 <br />20X38J <br />18 JX 371 <br />S.H. <br />14 <br />20X50J <br />184X50 <br />S.H. <br />15 <br />20 X63 <br />18 4 X 62 7' <br />S.H. <br />16 <br />20 X 72 <br />18 J X 714 <br />S.H. <br />1112 <br />27 1/4 X 26 <br />26 X 25' <br />S.H. <br />11-13 <br />27 1/4X38i <br />26 x 37 1 <br />S.H. <br />2714 X 501 <br />26 x 50 <br />S.H. <br />27 J X 63 <br />26 X 62 112 <br />S.H. <br />1H6 <br />27 -41 X 72 <br />26 X 71 1/2 <br />S.H. <br />22 <br />37 J X 26 <br />3671 X 25 112 <br />S.H. <br />23 <br />37 1 X 38 J <br />36 J X 37 3/4 <br />S.H. <br />24 <br />37JX50i <br />367' X 50 <br />S.H. <br />25 <br />37 4 X 63 <br />3621 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 />734WIDE <br />S.H. <br />32 <br />54 X 26 <br />52JX254 <br />S.H. <br />33 <br />54 X 38 J <br />52 7'X 37 1 <br />S.H. <br />34 <br />54 X 501 <br />52 J X 50 <br />S.H. <br />35 <br />54 X 63 <br />52JX624 <br />S.H. <br />36 <br />54 X 72 <br />527' 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 /><e(2) <br />> <br />- 2X6 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />(2) - 2X8 #2 SYP W/ 1/2" <br />FLITCH PLATE <br /><@>(2) <br />- 2X1 0 #2 SYP W1 112" <br />FLITCH PLATE <br />(2) - 2X12 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />(2) - 1 3/4" X 11 1/4 LVL <br />2.OE Fb=2950 <br />(2) - 1 3/4" X 9 1/4" <br />LVL 2.OE Fb=2950 <br /><e>(2) <br />- 1 3/4" X 16" <br />LVL 2.OE Fb=2950 <br />(2) - 13/4" X 7 1/4" <br />LVL 2.OE Fb=2950 <br />RAG <br />I <br />(2) - 2X4 #2 SYP W1 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 />+29.7 -32.2 <br />D <br />+29.7 / -39.7 <br />+28.3 -30.8 <br />(-D-) <br />+28.3 / -37.0 <br />+26.6 -29.1 <br />+26.6 / -33.5 <br />G <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 />1 +29.7 / -39.7 <br />FIRST FLOOR PLAN - A <br />SCALE: )/4"=V-0" <br />General Notes <br />R302.5 Dwelling/Garage OpeninglPenetration 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 R302.1 1, Item 4. <br />R302.13 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. Ed. 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 />M 1507.2 Re-circu lation 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 />ALLLEGEND <br />FTTTI I I I MASONRY HGT. @ 8'-8" A.F.F. <br />EMBEEMBEEMEM TYP. 2x FRAME WALL <br />ILLLIL!ILL�1 I, 1, 1, - I� 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-1 1 /R-1 3 KRAFT FACED <br />EXT FRAME 2 x 6 R-19 KRAFT FACED <br />CONDITIONED CEILING R-30 BLOWN -IN <br />(INSTALL BAFFELS AT EA\, <br />GARAGE SEPARATION R-11/R-13 KRAFTFACED <br />(GARAGE / LIVING) <br />G.C. TO COORDINATE PLUMBING TO AVOID <br />CONFLICT WITH STRUCTURAL WD. COL. <br />C%J <br />C= <br />C%J <br />> <br />C2 <br />ca C., C, <br />C111 <br />Cl- <br />C10 <br />W <br />CL, CL. <br />(D <br />cf <br />ca <br />W <br />C=1 <br />E <br />FO <br />�AV <br />C.) <br />7;: -.01 41 <br />X <br />0 <br />, <br />1�u <br />To the best of the Engineers knowledge, info7nation 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. 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