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6528 Paden Wheel St
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6528 Paden Wheel St
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Last modified
3/21/2025 1:03:41 AM
Creation date
2/19/2025 12:55:48 PM
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Building Plans
Street #
6528
Location
Paden Wheel St
Contractor
Lennar Homes LLC
Building Plans - Permit #
18394
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MIRROR <br />M / / <br />MASTER BATHROOM <br />BATHROOM 3 <br />BATHROOM <br />OPENING AT FOYER <br />(VALUED ELEVATIONS) <br />OPENING AT FOYER <br />A/C PADS AT REAR FOR <br />STONEYBROOK/VENICE <br />A/C PADS AT SIDE FOR AC PAD <br />Q RIVER STRAND <br />HB 25 SH o <br />ALT` j � EGRESS* I <br />AC PAD BEDROOM 2 <br />9'-4" FLAT CLG. I <br />CARPET I <br />I <br />m I <br />M� 00 <br />o 5 I <br />T-104' V-32" T-5 4 <br />I <br />80 I <br />OPENING AT FOYER <br />TOWARDS BEDROOM 4 <br />OPENING AT FAMILY RM. <br />TOWARDS HALLWAY <br />00 <br />60 <br />TA. <br />uj B. <br />TILE <br />wMN <br />r� <br />2668 <br />2668 <br />2'-04 T-7Z" <br />--------------------------- <br />LANAI <br />9'-4" FLAT CLG. A.F. . <br />G.T. <br />12080 SGD (V <br />16'-42" <br />FAMILY <br />9'-4" FLAT CLG. <br />II CARPET <br />U <br />U)LU <br />O <br />O <br />; <br />N <br />W <br />BEDROOM 3 <br />9'-4" FLAT CLG. <br />c� <br />o <br />CARPET <br />o <br />A <br />S3 <br />TYP. <br />U.N.O. <br />L9 <br />in <br />DINING <br />U) <br />LO <br />9'-4" FLAT CLG. <br />N <br />CARPET <br />N <br />O <br />r <br />CV <br />© <br />12'-32" T <br />>, <br />, <br />SBA 3 \ <br />-4" FLAT CLG. <br />c"' TILE <br />2668 LO <br />0 <br />BEDROOM 4 <br />9'4' FLAT qLGi. <br />CARPE <br />EGRESS* <br />(2) 25 SH O <br />D <br />2680 <br />El <br />U)ob <br />► r <br />Ir I <br />WICU) <br />1 9'-4" FLAT CLG. <br />CARPET <br />I I <br />3'-8" 1'-8" S-321. I 6' 2' <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />R&S 1 <br />O <br />O <br />�i o �C�SQ RANGE10 <br />Q� 5'-0" 5'-52 <br />I I bN <br />II <br />II o <br />KITCHEN <br />9'-4" FLAT CLG. <br />CD TILE <br />TILE <br />O(2) 25 SH <br />EGRESS* <br />MASTER <br />BEDROOM <br />9'-4" LAT CLG. <br />O <br />in <br />4'-84" <br />V� <br />T <br />r <br />M . <br />9' 4" F <br />TI <br />A <br />T CLG. <br />E <br />Z <br />../, <br />d iL <br />Z:) <br />LO <br />0 0 <br />�_) A <br />VJ <br />Ljj N <br />ifl <br />k,*NWMMI <br />M' BLOCKING FOR <br />II\Ill <br />GRAB BAR <br />.: <br />■■��■■1TEMP..In <br />■■\a\I <br />42" HIGH <br />i Q <br />•U.N.O. <br />LID <br />NOOK <br />.FLAT CLG. <br />TILE <br />9'-4" FLAT CLG. <br />M^ TILE <br />2668 <br />REF. <br />- - - ------ 2868 <br />2868 <br />5 SH <br />WIRE SHELF @ <br />+54" A.F.F. <br />HANSON <br />!�I BOX @ 36" <br />A.F.F. <br />DRYER VENT <br />I THRU WALL <br />EDGE OF SLAB 2" <br />BEYOND WALL <br />5-1 I 6„ 6„ H.W <br />4' 3'-112 . 5-4- 8,-24„ T-T' 7'-104" <br />SIM w/ SPF STUDS @ I �54'`x-2Z'_ j <br />12" O.C. w/ USP SPT4 I Ai C--_'I BUILDER TO PROVIDE <br />FOY R STRAPS TOP & _ - - - - - - -) APPLIANCE PROTECTION <br />WHEN REQUIRED PER FBC <br />1 1 T-4" FLAT LG. <br />CC BOTTOM <br />� <br />I cA TILE S3 <br />06 <br />00 1 M ' D <br />L zo S3 <br />1 3068 W/ 3 "x26" NOTE: FINISHED <br />TRANSO ABV. <br />PERSPEC. WALLS TO BE FLUSH. <br />o FIELD VERIFY. N N <br />T r - - - - - - - - - - - - - - - � O <br />II I N <br />NTRY r----------------- -- -, <br />SEE ELEV. I I G.T. I <br />U' I I I I <br />I TYP. @ K I 1 I <br />GARAGE S4 I I I <br />m I I I I <br />0 <br />N <br />TYP. @ <br />GARAGE S4 <br />T-4" 9'-4" 2'-4" 2'-4" 1'4' 8'-0" 2'-0" 16-0" 2'-0" <br />1. Ilk 12'-8" 4'-8" 9'4' 20'-0" OF I <br />HB <br />0 <br />N <br />REVISION NOTES 12/17/2009: <br />1. ALL CLOSETS THAT ARE NOT WALK-IN CLOSETS <br />ARE TO BE FRAMED DOWN TO 8'-0" A.F.F. <br />2. ALL BLOCK WALL FURRING IS TO BE 24" O.C. <br />EXCEPT IN WET AREAS. SPACE WET AREA <br />FURRING AT 16" O.C. <br />3. NO RECESSES FOR SHOWERS. SHOWERS ARE <br />TO BE PANNED WITH A PRE-FAB. BASE. <br />4. ALL VANITY HEIGHTS ARE 36" A.F.F. <br />5. SLIDING GLASS DOORS ARE TO HAVE A 1-1/2" <br />RECESS. REFER TO MASON'S SCOPE FOR <br />RECESS WIDTH. <br />6. ALL BATHROOMS HAVE ONE MEDICINE CABINET <br />7. ALL 50' PLANS. FRAME BAR TOP AT 40-1/2" A.F.F. <br />8. ALL TUB DECKS ARE SIZED AS FOLLOWS; <br />40' PRODUCT LINE - MIN. 48" x 64" <br />50' PRODUCT LINE - MIN. 48" x 76" <br />OPENING PRESSURES <br />ENCLOSED - EXPOSURE "C" <br />® <br />+25.6 / -27.8 <br />© <br />+25.6 / -34.3 <br />© <br />+24.5 / -26.7 <br />DO <br />+24.5 / -31.9 <br />0 <br />+23.0 / -25.2 <br />FO <br />+23.0 / -28.9 <br />O <br />SEE SN SHEET SEE SN SHEET <br />140 MPH <br />NOTE: WIND SPEED INDICATED ABOVE <br />IS AN "ULTIMATE" WIND SPEED. THE <br />WIND PRESSURES LISTED ABOVE ARE <br />ALLOWABLE PRESSURES <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 />181 X 251 <br />S.H. <br />13 <br />20X384 <br />182X373 <br />S.H. <br />14 <br />20 X 50 $ <br />18 2 X 50 <br />S.H. <br />15 <br />20 X 63 <br />181 X 621 <br />S.H. <br />16 <br />20X72 <br />182X712 <br />S.H. <br />2132 <br />27114 X 26 <br />26 X 25 2 <br />S.H. <br />3133 <br />27 1/4 X 38 a <br />N/A <br />S.H. <br />3 34 <br />27 a X 50 s <br />N/A <br />S.H. <br />2 33 <br />N/A <br />26 x 37 4 <br />S.H. <br />1234 <br />N/A <br />26 x 50 <br />S.H. <br />2 35 <br />27 a X 63 <br />26 X 62 1/2 <br />S.H. <br />2136 <br />27 a X 72 <br />26 X 71 1/2 <br />S.H. <br />22 <br />37 4 X 26 <br />36 2 X 25 1/2 <br />S.H. <br />23 <br />37 4 X 38 e <br />36 2 X 37 3/4 <br />S.H. <br />24 <br />37 4 X 50 5 <br />36 2 X 50 <br />S.H. <br />25 <br />37 4 X 63 <br />36 2 X 62 1/2 <br />S.H. <br />26 <br />37 4 X 72 <br />36 1 X 71 1/2 <br />S.H. <br />DOUBLE 2 <br />WIDE <br />75" TALL <br />73 2 WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 2 X 25 2 <br />S.H. <br />33 <br />54 X 38 e <br />52 2 X 37 4 <br />S.H. <br />34 <br />54 X 50 a <br />52 2 X 50 <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 />52 2 X 71 2 <br />S.H. <br />39X59 <br />40 X 59 <br />N/A <br />S.W. <br />DOUBLE 39X59 <br />79 X 59 <br />N/A <br />S.H. <br />FLOOR PLAN_ <br />SCALE: %"=V-0" <br />General notes <br />R302.5 Dwelling/Garage Opening/Penetration Protection. <br />• Openings from a private garage directly into a room used for <br />sleeping purposes shall not be permitted. Door between <br />garage and residence shall be equipped with solid doors not <br />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 />equipped with self -closing device. <br />• Duct Penetration. Ducts in the garage and ducts penetrating <br />the walls or ceilings separating the dwelling from the garage <br />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 <br />openings into the garage. <br />• Other penetrations shall be protected as required by section <br />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 />Is 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 opening of an operable window is <br />located more than 72 inches above the finished grade or surface <br />below, the lowest part of the clear opening of the window shall be <br />a minimum of 24 inches above the finished floor of the room in <br />which the window is Iocated.Operable sections of windows shall <br />not permit openings that allow a 4-inch-diameter sphere where <br />such openings are located within 24 inches of the finished floor. <br />Chapter 45 Private Swiming 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 a 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 />see Sht. SN1 for installation detail. <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. @ 9'4" 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 />LIVING 2267 S.F. <br />GARAGE 595 S.F. <br />LANAI 153 S.F. <br />ENTRY 23 S.F. <br />TOTAL SQ. FT. 3038 S.F. <br />ENTRY F&G ELEV. 37 S.F. <br />INSULATION REQ. <br />LOCATION R-VALUE / TYPE <br />EXT CONC WALL R-4.1 HIGH PERM <br />EXT FRAME 2 x 4 R-11/13-13 KRAFT FACED <br />EXT FRAME 2 x 6 R-19 KRAFT FACED <br />CONDITIONED CEILING R-30 BLOWN -IN <br />(INSTALL BAFFELS AT EAVE) <br />GARAGE SEPARATION R-11/R-13 KRAFT FACED <br />(GARAGE ! LIVING) <br />NOTE TO TRUSS COMPANY: <br />ALIGN TRUSSES TO ALLOW <br />FOR A.H. TO BE ALIGNED. <br />C�in <br />T <br />zo <br />Z <br />Q <br />i1. <br />z <br />V) C <br />w <br />U - <br />w <br />O <br />� <br />o <br />o0 <br />U <br />m l_ <br />ILL!C <br />F- E <br />- <br />g <br />a <br />M M <br />f`II :p M <br />O 20 <br />_ �, <br />( <br />wLLco <br />.00 <br />n. <br />Y <br /><Crniao <br />c <br />Lo : <br />A 1 <br />B ®•LO <br />N•C•B D•C <br />d <br />'. <br />�..,.., <br />zZ <br />~ _ <br />r , <br />Iku <br />4 <br />N �f,LL <br />PSOFE <br />tO 11 <br />To the best of the Engineer's knowledge, information, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the Florida Building <br />Code 5th Edition (2014) Residential. Engineer's signature <br />and seal is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />1f <br />0 <br />Z (V <br />OW N <br />V) 'S � <br />H M O <br />V)MIn <br />V) O <br />Q Ln <br />C U <br />.-. <br />za <br />Q� <br />Q <br />Z <br />E <br />z <br />W <br />Jo� <br />d' <br />OZ <br />W LL Q <br />mzZ a <br />Uf-SR 0 <br />ZZ¢ba� <br />�zzPZ <br />W J <br />Ce <br />H <br />U�OSCe <br />WN <br />0 <br />z <br />��J <br />O <br />Ln <br />N <br />r-1 <br />Wit <br />`.00 <br />C�0 <br />LU00CZ <br />� o W � E <br />'0 <br />z <br />Z <br />N <br />z:f!z <br />J <br />z <br /><a-,�°� <br />r <br />a <br />oo��a� <br />�o>�0 <br />�O <br />p <br />Ell- Z� <br />=�I <br />O <br />CL <br />Lr) <br />Z <br />LU <br />J LLI <br />aQ� <br />z <br />O <br />IL O <br />�- <br />UJI� <br />.■ <br />�- <br />z O <br />O <br />J <br />� <br />H <br />0. <br />SCALE : AS NOTED <br />PLOT DATE : 12/7/2012 <br />TECH: MJAMES <br />VERSION NO. <br />5oll <br />JOB NO: 17-1397 <br />SHEET NO. <br />T I--1 h; 1.:4 1. 11 1i <br />
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