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3181 Nubbin Ridge Ln
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3181 Nubbin Ridge Ln
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Last modified
3/3/2025 7:32:42 PM
Creation date
2/19/2025 8:56:01 AM
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Building Plans
Street #
3181
Location
Nubbin Ridge Ln
Contractor
Lennar Homes
Building Plans - Permit #
22336
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I <br />j 8'-8" FLAT CLG. j W <br />I CARPET I <br />----------J <br />R&S <br />H1 <br />5-SH <br />16' DEEP <br />=N <br />b <br />CD <br />aT <br />LO <br />16" DEEP <br />14111 <br />S6 jTYP @ 2 STORY <br />S3 <br />EDGE OF SLAB 2" <br />BEYOND WALL <br />rn <br />+42" SLOPING <br />HALF WALL <br />S3 2 CAR GARAGE <br />K <br />�3 <br />8'-8" FLAT CLG. <br />�N <br />BUILDER TO PROVIDE <br />APPLIANCE PROTECTION <br />WHEN REQUIRED PER FBC <br />0,l \TYP @ 2 <br />S6 STORY <br />21'-42' <br />12'-44" <br />,w <br />10 <br />I <br />IQ <br />IO <br />IO <br />IJ <br />ILL <br />10 <br />FLEX <br />�z <br />r <br />8'-8" FLAT CLG. <br />N <br />O I <br />T <br />CARPET <br />I <br />I <br />I <br />in <br />- <br />I <br />J <br />I <br />S6 <br />NOTE: FINISHED WALLS <br />I <br />I <br />TYP @ 2 STORY <br />TO BE FLUSH. VERIFY IN <br />I <br />I <br />FIELD. <br />fV <br />- <br />N <br />HDR AT T-4" <br />ENTRY <br />3168 <br />8'-8" FLAT CLG o <br />i <br /><n rn <br />F Y R <br />I <br />A <br />G. <br />TILE <br />1 <br />I <br />D <br />cv <br />S3 <br />N <br />NOTE: FINISHED <br />I <br />WALLS TO BE FLUSH. <br />T <br />F VERIFY I IT FIELD. <br />I I <br />I <br />I <br />I <br />I <br />I <br />J <br />u- <br />I I <br />I I <br />I I <br />I I <br />I I <br />I <br />I <br />I <br />I <br />I <br />o <br />I I <br />I I <br />I I <br />1 F -1 <br />I <br />0 <br />1 1 1 <br />I <br />I o <br />I I I <br />Iw <br />I O <br />I <br />I I <br />I I I> <br />00 <br />I <br />> <br />I I Im <br />I <br />1 0 <br />1 1 IQ <br />I <br />1`1 <br />I I 1cc <br />I <br />I I 1p <br />IJ <br />I <br />r <br />I I <br />Iu- <br />I <br />I I <br />10 <br />I <br />I Iw <br />I <br />I <br />I I <br />I I <br />I <br />I K <br />I 1 <br />I I <br />I S4 <br />I <br />I 1 <br />I <br />L---------- <br />- <br />I <br />I <br />J <br />H.B. <br />HEADER SCHEDULE <br />MARK <br />HEADER SIZE <br />REMARKS <br />H 1 <br />(2) - 2X6 #2 SYP W/ 112" <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=2600 PSI <br />H6 <br />(2) - 1 3/4" X 91/4" <br />LVL 2.0E Fb=2600 PSI <br />H7 <br />(2) -1 3/4" X 16" <br />LVL 2.0E Fb=2600 PSI <br />H8 <br />(2) - 1 3/4" X 7 1/4" <br />LVL 2.0E Fb=2600 PSI <br />(2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for <br />R.A.G. FLITCH PLATE 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 />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 4 <br />S.H. <br />13 <br />20 X 38 j <br />18 4 X 37 j <br />S.H. <br />14 <br />20 X 501 <br />18 7'X 50 <br />S.H. <br />15 <br />20 X 63 <br />18 J X 62 j <br />S.H. <br />16 <br />20 X 72 <br />18 J X 714 <br />S.H. <br />1 H2 <br />27 1/4 X 26 <br />26 X 25 j <br />S.H. <br />11-13 <br />271/4X38j <br />26x37i <br />S.H. <br />1 H4 <br />27 4 X 50# <br />26 x 50 <br />S.H. <br />1 H5 <br />27 4 X 63 <br />26 X 62 1/2 <br />S.H. <br />1 H6 <br />27 4 X 72 <br />26 X 71 1/2 <br />S.H. <br />22 <br />37 J X 26 <br />36 4 X 25 1/2 <br />S.H. <br />23 <br />37 J X 38 i <br />36 4 X 37 3/4 <br />S.H. <br />24 <br />37jX50j <br />364X50 <br />S.H. <br />25 <br />37 J X 63 <br />36 4 X 621 /2 <br />S.H. <br />26 <br />374X72 <br />364X711/2 <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 J X 25 i <br />S.H. <br />33 <br />54 X 38 � <br />52 � X 37 � <br />S.H. <br />34 <br />54 X 50 j <br />52 4 X 50 <br />S.H. <br />35 <br />54 X 63 <br />524 X 62 4 <br />S.H. <br />36 <br />54 X 72 <br />52 4 X 71 j <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. Openings from a private garage <br />directly into a room used for sleeping purposes shall not be <br />permitted. Door between garage and residence shall be equipped <br />with solid doors not less than 1 3/8" in thickness, solid or <br />honeycomb -core steel doors not less than 1 3/8" thick, or <br />20-minute fire -rated doors. <br />R302.5.2 Duct Penetration. Ducts in the garage and ducts <br />penetrating the walls or ceilings separating the dwelling from the <br />garage shall be constructed of a minimum No. 26 gage (0.48 mm) <br />sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl <br />duct board, or other approved material and shall have no openings <br />into the garage. <br />R302.5.3 Other Penetrations. Penetrations through the separation <br />required in Section R302.6 shall be protected as required by <br />section R302.11, Item 4. <br />R302.6 Dwelling/Garage Fire Separation. <br />The garage shall be separated from the dwelling as per the <br />following: <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 518" <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, Section R4501.17.1.9 <br />All doors and windows providing direct access from the home to <br />the pool shall be equipped with an exit alarm complying with UL <br />2017 that has a minimum sound pressure rating of 85 db at 10 <br />feet. Any deactivation switch shall be located at least 54 inches <br />above the threshold of the access. Separate alarms are not <br />required for each door or window if sensors wired to a central <br />alarm sound when contact is broken at any opening. <br />M1507.2 Recirculation of Air. <br />Exhaust air form Bathrooms and toilet rooms shall not be <br />recirculated within a residence or to another dwelling unit and shall <br />be exhausted directly to the outdoors. Exhaust air from bathrooms <br />and toilet rooms shall not discharge into an attic, crawl space or <br />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 />OPENING PRESSURES <br />ENCLOSED - EXPOSURE "C" <br />AO <br />+29.7 / -30.8 <br />© <br />+29.7 / -39.2 <br />© <br />+28.3 / -30.8 <br />+28.3 / -36.4 <br />OE <br />+26.6 / -28.0 <br />+26.6 / -32.2 <br />GO <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 PRESSURES <br />LISTED ABOVE ARE ALLOWABLE PRESSURES <br />SOFFIT DESIGN PRESSURE <br />+34.0 / -44.8 <br />WALL LEGEND <br />MASONRY HGT. @ 9'-4" A.F.F. <br />TYP. 2x FRAME WALL <br />BEARING WALL <br />INTERIOR BEARING WALLS NOTED "FLOOR BEARING <br />ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND <br />REQUIRES NO UPLIFT CONNECTORS TO FLOOR <br />SYSTEM <br />AREA TABULATION 1113111 <br />1ST FLOOR LIVING AREA <br />1793 <br />2ND FLOOR LIVING AREA <br />1109 <br />LIVING TOTAL <br />2902 <br />GARAGE <br />437 <br />FRONT ENTRY <br />15 <br />TOTAL AREA <br />3354 <br />INSULATION REQ. <br />LOCATION <br />R-VALUE / TYPE <br />EXT CONC WALL <br />R-4.1 HIGH PERM <br />EXT FRAME 2 x 4 <br />R-11/R-13 KRAFT FACED <br />FIRST FLOOR PLAN <br />B <br />EXT FRAME 2 x <br />R-13 KRAFT FACED <br />I <br />CONDITIONED CEILING <br />R-30 BLOWN -IN <br />(INSTALL BAFFELS AT EAVE) <br />SCALE: Y4 "-1 r-0° <br />GARAGE SEPARATION <br />(GARAGE / LIVING) <br />R-11/R-13 KRAFT FACED <br />NYL�:�t��icFf'�f�jf�taf�� <br />.� `' o d <br />, <br />o"' <br />® fl"11IIII11111 <br />E` <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained <br />within these <br />drawings comply with the 2017 Florida Building Code - <br />Residential 6th Edition. 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