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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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VII <br />I <br />ML J <br />8'-0" <br />FLAT CLG. <br />6 <br />_ <br />`° <br />P <br />_ <br />CARPET <br />_ <br />I 4- o <br />- <br />-- <br />_ <br />i 3 <br />- <br />- <br />o0 <br />- - <br />co <br />; <br />- <br />oc <br />2668 <br />N <br />- <br />2 <br />9 <br />- 10 <br />J --- <br />S6 <br />U) <br />05 <br />:N <br />FIB <br />RGLASS <br />�TYP <br />8'-0" FLAT CLG. <br />@ 2 <br />SUR <br />OUND <br />JEC2,�)[ <br />CARPET <br />STORY <br />o <br />I ROOF G.T. <br />T-4" <br />5'-0" <br />2668 <br />4'-2" <br />206W <br />8'-8" <br />BEDROI M 2' <br />2468B.F. <br />IN <br />`� <br />B <br />IDROOM 3 <br />8'-0" FLAT CLG. <br />LINEN <br />g'-0" FLAT CLG. <br />22 <br />b1 <br />CARPET <br />I <br />4 SH 12" DEEP <br />°P <br />T <br />CARPET <br />r <br />12'-4" <br />7 <br />I I <br />2'- 2'L " <br />12'-6" <br />4 <br />I <br />00 <br />LI_ <br />m <br />I I <br />I fn fn I <br />LL <br />pp rN <br />I <br />01 <br />0 CD <br />H1 <br />6 <br />D2 I <br />to <br />t I <br />) <br />Ln <br />iH <br />J <br />Bo S6 <br />3 3 <br />TYP @ 2 STORY D2 D2 <br />W <br />X <br />0 <br />w <br />v� <br />TYP @ 2 <br />STORY <br />H1 4 <br />� D2 <br />uj <br />`L.L <br />V <br />W N <br />O <br />00 <br />T <br />0 <br />0 <br />TYP @ <br />C0RNIERS <br />>2 U.N.O. <br />HEADER SCHEDULE <br />MARK <br />HEADER SIZE <br />REMARKS <br />F(2) <br />- 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.OE Fb=2600 PSI <br />H6 <br />(2) - 1 3/4" X 9 114" <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 />14n1^ <br />EXTERIOR 2ND FLOOR <br />BEARING WALL SCHEDULE <br />HEIGHT <br />STUD <br />SPECIES <br />SPACING <br />SPF #2 <br />8'-0" <br />2x4 <br />SYP #2 <br />16" O.C. <br />SPF #2 <br />9'-011 <br />2x4 <br />SYP #2 <br />16" O.C. <br />SPF #2 <br />>9'-01, <br />2x6 <br />SYP #2 <br />16" O.C. <br />* IF WITHIN 4FT OF END ZONE, USE DOUBLE STUDS AT <br />CORNERS <br />** WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT *' <br />SEE C/S6 WALL SCHEDULE <br />WINDOW SCHEDULE <br />SIZE <br />R.O. CMU <br />(Flange) <br />R.O. FRAME <br />(Fin) <br />TYPE <br />12 <br />20X26 <br />187X254 <br />S.H. <br />13 <br />20X38j <br />18�X374 <br />S.H. <br />14 <br />20 X 501 <br />18 J X 50 <br />S.H. <br />15 <br />20X63 <br />187X62 <br />S.H. <br />16 <br />20X72 <br />18�X71 <br />S.H. <br />11-12 <br />271/4X26 <br />26X25 <br />S.H. <br />1H3 <br />271/4X38� <br />26x371 <br />S.H. <br />1 H4 <br />274X 50 i <br />26 x 50 <br />S.H. <br />1 H5 <br />274X63 <br />26 X 62 112 <br />S.H. <br />11-16 <br />27JX72 <br />26X711/2 <br />S.H. <br />22 <br />37 J X 26 <br />36 J X 25 1/2 <br />S.H. <br />23 <br />37 J X 38 i <br />36 -1 X 37 3/4 <br />S.H. <br />24 <br />37 J X 50 1 <br />36 J X 50 <br />S.H. <br />25 <br />37JX63 <br />364X621/2 <br />S.H. <br />26 <br />371X72 <br />36jX711/2 <br />S.H. <br />DOUBLE 2 WIDE <br />75" TALL <br />73� WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 j X 25 j <br />S.H. <br />33 <br />54 X 38 j <br />52 J X 37 i <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 j X 62 j <br />S.H. <br />36 <br />54 X 72 <br />52 j X 71 j <br />S.H. <br />39X59 <br />40 X 59 <br />N/A <br />S.H. <br />DOUBLE 39X59 <br />79 X59 <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 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, 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 />M 1507.2 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 />+28.3 / -30.8 <br />Jd) <br />+28.3 <br />O <br />+26.6 , -28.0 <br />F <br />+26.6 / -32.2 <br />GC� <br />SEE SN SHEET 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 PRESSUREJ <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 />1 ST FLOOR LIVING AREA <br />1793 <br />2ND FLOOR LIVING AREA <br />1109 <br />LIVING TOTAL <br />2902 <br />GARAGE <br />FRONT ENTRY <br />TOTAL AREA <br />437 <br />15 <br />3354 I <br />SECOND FLOOR PLAN - 1 <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 />EXT FRAME 2 x 6 <br />R-19 KRAFT FACED <br />CONDITIONED CEILING <br />R-30 BLOWN -IN <br />(INSTALL BAFFELS AT SAVE) <br />SCALE. Y�r-1'-0° <br />GARAGE SEPARATION <br />(GARAGE / LIVING) <br />R-11/R-13 KRAFT FACED <br />4 n <br />�r <br />1 <br />4 <br />r <br />�oe®tttt��l�t/ <br />- 0 . <br />O <br />.. F � .� <br />.......... <br />�O�P <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Residential 6th 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 />N <br />� � <br />E co <br />T_ oo <br />/ <br />vy <br />N co <br />cO pO U N it <br />v <br />M N N m N LL LL <br />r_ 'Lo m <br />o <br />aYmrn � ww <br />�� r LL u_ a a <br />a <br />Zbarn <br />> C' <br />C <br />ix <br />Oe <br />W <br />co a;o 0, m o 0 <br />C N m <br />"m o r� <br />U0W <br />2 Ec�l rn J a 0 <br />d4cgZ O�g <br />N 6 t- J <br />W <br />G U ❑❑❑❑ <br />M r <br />z o 0 <br />z <br />Q <br />d N <br />N <br />_ M <br />z <br />o <br />Li <br />- <br />.O <br />_n <br />g <br />a a <br />to <br />(A <br />1„AM <br />L-_ o <br />= <br />a- o <br />m <br />E <br />O 8 <br />s <br />S <br />= <br />oai <br />N <br />c u) <br />O <br />o <br />OD <br />W <br />m <br />z <br />O <br />z <br />� <br />E <br />O <br />w� <br />O <br />>m <br />Z <br />ca <br />0. <br />O E <br />xo <br />o ¢ <br />dz <br />�o <br />o <br />az <br />O <br />N <br />i <br />i o <br />wo <br />ao <br />ww <br />�� <br />4? <br />B <br />Cn C <br />c <br />o <br />m� <br />F o <br />om <br />zz <br />_ <br />J <br />�o� <br />am <br />tq <br />v <br />oo�z <br /><o <br />zz <br />¢o <br />�w <br />�G <br />LL <br />o <br />z <br />w <br />aF <br />= <br />(� j <br />wo <br />c <br />a <br />zIa <br />= O <br />0 <br />>M <br />s.. <br />v <br />LO <br />•- <br />N <br />00 <br />co <br />N <br />co <br />O <br />C <br />00 <br />■- <br />z o <br />Ln <br />00 <br />N <br />T Lo <br />oo N <br />r <br />00 <br />r r <br />N <br />M ` <br />cN <br />o <br />Z <br />03 <br />z <br />E © <br />(n T7 <br />t0 <br />c <br />c <br />a <br />E <br />U <br />a ai <br />Q p� <br />c <br />JOB <br />NO: <br />19-8533 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />1.1 <br />
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