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36537 Well Hill Way
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36537 Well Hill Way
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Last modified
3/24/2025 2:17:55 PM
Creation date
2/19/2025 10:51:32 AM
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Building Plans
Street #
36537
Location
Well Hill Way
Contractor
Lennar Homes LLC
Building Plans - Permit #
6518
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VARIES, 2" LESS THAN <br />CABINETS BELOW <br />I <br />L <br />�= <br />INTERIOR DETAILS_ <br />VENEER KEY PLAN <br />NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION <br />GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS <br />� NO � I I I I , r7so <br />BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY SHELVING ISLAND COUNTER CABINET BLOCKING <br />BLOCKING AND MOUNTING DETAILS <br />SCALE: 1/4" = T-0" <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 -1 <br />S.H. <br />13 <br />20X3838 <br />18JX37i <br />S.H. <br />14 <br />20X508 <br />184X50 <br />S.H. <br />15 <br />20X63 <br />184X624 <br />S.H. <br />16 <br />20X72 <br />184X71J <br />S.H. <br />1 H2 <br />27 1/4 X 26 <br />26 X 251 <br />S.H. <br />1 H3 <br />27 1/4 X 38 $ <br />26 x 37 1 <br />S.H. <br />1 H4 <br />27 J X 501i <br />26 x 50 <br />S.H. <br />1 H5 <br />27 J X 63 <br />26 X 62 1/2 <br />S.H. <br />11-16 <br />274X72 <br />26X711/2 <br />S.H. <br />22 <br />37 J X 26 <br />361 X 25 1/2 <br />S.H. <br />23 <br />37 4 X 38 J <br />36 J X 37 3/4 <br />S.H. <br />24 <br />37 J X 50 J <br />361 X 50 <br />S.H. <br />25 <br />37JJX63 <br />367'X621/2 <br />S.H. <br />26 <br />37JX72 <br />36JX711/2 <br />S.H. <br />DOUBLE 2 WIDE <br />75" TALL <br />73 J WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 4 X 25 <br />S.H. <br />33 <br />54 X 38 J <br />52 z X 37 <br />S.H. <br />34 <br />54 X 50 J <br />521 X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 z X 62 <br />S.H. <br />36 <br />54 X 72 <br />52 4 X 71 <br />S.M. <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 />H 1 <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 />LVL2.OE 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 />O <br />+28.3 / -30.8 <br />O <br />+28.3 / -37.0 <br />�E <br />+26.6 / -29.1 <br />Q),+26.6 <br />/ -33.5 <br />�G <br />SEE SN SHEET HO SEE SN SHEET <br />140 MPH Aiii� <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 />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 <br />SECOND FLOOR LIVING AREA <br />721 S.F. <br />807 S.F. <br />TOTAL <br />1528 S.F. <br />GARAGE <br />397 S.F. <br />LANAI <br />60 S.F. <br />ENTRY <br />30 S.F. <br />TOTAL SQ. FT. <br />2015 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 />R-11/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />G.C. TO COORDINATE PLUMBING TO AVOID <br />CONFLICT WITH STRUCTURAL WD. COL. <br />t <br />c� <br />ca <br />0 <br />Z c <br />o ss. <br />a o <br />ci a cQ <br />mcoN <br />- -o to .yc <br />eR m o <br />N W cc <br />Q. d <br />L <br />� a <br />tj <br />a tj <br />d <br />,r <br />ar <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 <br />Code - <br />Residential 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 />WW E <br />O N V <br />SO N <br />N v <br />N CD <br />0 C <br />J <br />0 20 fN <br />4 LL <br />-d H Uj � � � <br />0 0V <br />t�i W <br />0_ a <br />cNM <br />a a U <br />a c� <br />Z <br />z <br />0 0 <br />mom <br />N Cb <br />0 <br />m J Q <br />W (0 . <br />¢ z <br />co z <br />O <br />,n N <br />V <br />F <br />❑❑❑ <br />z <br />W <br /><M') <br />N M <br />O O <br />o <br />^V1' a <br />C o <br />W L <br />C� a <br />W <br />e� <br />0 W o <br />to <br />c) <br />F- - E <br />T a <br />= w <br />) <br />d N 0to <br />ti <br />o <br />W <br />W <br />M <br />m 9 <br />Z <br />CE <br />C�L® <br />E U <br />ooQ� <br />Z® <br />oa <br />e- eo <br />o E <br />Mg <br />o< <br />Ep <br />00 <br />&Z <br />a r° <br />< <br />o <br />Qo <br />w <br />y <br />U <br />m� <br />0 <br />O F <br />m J <br />4 <br />Q W <br />�2 <br />o� <br />¢O <br />aZ <br />m <br />=� <br />aLL <br />3 <br />>0 <br />M <br />aF <br />0 O <br />0 <br />m <br />N <br />f0 <br />M <br />() <br />LO <br />Q <br />r c <br />co <br />T <br />0N <br />N <br />N <br />� <br />O <br />LC) <br />r <br />U N <br />r <br />ai <br />T <br />cM CM <br />o <br />W <br />M <br />z <br />z <br />E N a <br />ra <br />M <br />a <br />E <br />E <br />U � Q p <br />� <br />JOB <br />NO: 23-06125 <br />SCALE : AS NOTED <br />SHEET NO. <br />1.1 <br />
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