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6727-6751 Ripple Pond Lp
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Last modified
3/24/2025 2:48:24 PM
Creation date
2/19/2025 8:55:59 AM
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Building Plans
Street #
6727-6751
Location
Ripple Pond Lp
Contractor
Lennar Homes LLC
Building Plans - Permit #
5203-5571
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Room 1 Wall 2 <br />3'-0" L 1'-0'. L 2'-6" 9 L 2'-0" L <br />Room 1 Wall 3 Room 1 Wall 4 <br />�o <br />IxE <br />°0® 0° <br />1'-6" 10" � 2'-9",},10" L <br />CABINETS ABOVE <br />000 s <br />oo�o <br />WASHER <br />DRYER <br />(OPTIONAL) <br />(OPTIONAL) <br />LAUNDRY <br />INTERIOR HOMES <br />SHOWER OPTION GUEST BATH <br />KITCHEN - <br />K2 INTERIOR UNITS <br />W AF.F. <br />FOR POSSIBLE SHOWER KITCHEN <br />GRAB BAR PER <br />ADA REQ. TF <br />F W019•AF.F.POSSIBLE <br />WALL HUNG <br />BENCH SEAT <br />PER ADA REO. <br />a 6 BAC19NG --Z <br />MB2 ADA REQUIREMENTS - <br />BATH <br />Room 1 Wall 5 <br />00000o O <br />DW <br />a <br />L 10" <br />k 2'-0" <br />�Pj <br />Gq <br />0 <br />60 <br />1 <br />L1 <br />10'-4" <br />25 SH <br />OWNER'S <br />BEDROOM <br />9'-4" FLAT CLG. <br />CARPET <br />12-114' <br />T-114' <br />2868 2868 <br />V/ <br />is <br />FD <br />0. BATH <br />9'-4" FLAT <br />CLG. <br />TILE <br />FLEX <br />ROOM <br />9'-4" FLAT CLG. <br />CARPET <br />SIM. w/ SYP G <br />STUDS @ 12" S3 <br />O.C. <br />�E <br />BATH 2 <br />4" FLAT CLG. <br />TILE <br />U0 <br />34„ 2 -8„ 3' <br />L--- - ��60 <br />N <br />R&S <br />5-SH <br />2868 <br />(3) 2x4 #2 SPF w/ L 206 <br />w/ 3/4" ANCHOR B LT & <br />(10) 16d - AILS <br />R&S <br />2668 <br />BF SIN <br />4'-9:" <br />BEDROOM 2 <br />9'-4" FLAT CLG. <br />CARPET <br />EGRESS <br />1 <br />COVERED <br />PAT I O <br />9'4' CLG. A.F.F. <br />CONCRETE <br />8080 S.G.D. <br />1 <br />L1 <br />LIVING <br />ROOM <br />9'-4" FLAT CLG. <br />CARPET <br />13'-04" <br />DINING <br />9'-4" FLAT CLG. <br />CARPET <br />O <br />o <br />((/ SP� <br />O <br />I I <br />0o I fir---- o <br />r <br />W I <br />a <br />ih i D/W <br />Z <br />-- <br />l <br />II1L_J1KITCHEcr <br />9'-4" FLAT CLG. <br />711 <br />STUDS TILE <br />00 3 <br />2868 <br />L.AUN. I <br />9'-4" FLAT CLG. ;n <br />TILE I W_ <br />DBL. 01 <br />2668 BF <br />2868 <br />2868 `O I ATTIC <br />I` <br />FOYERL-�S <br />9'-4" FLAT CLG. <br />TILE <br />3068 <br />1 <br />ENTRY <br />L1 <br />9'4" CLG. A.F.F. <br />__ <br />N <br />CONCRETE <br />= <br />1-CAR GARA <br />E <br />------- <br />9'-4" FLAT CLG. <br />- <br />CONCRETE <br />- <br />- <br />r------------ <br />I G.T. <br />I <br />I <br />----i <br />I <br />I <br />- <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />K I <br />1'- <br />HEADER SCHEDULE <br />MARK <br />HEADER SIZE <br />REMARKS <br />H1 <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 91/4" <br />LVL 2.0E Fb=2950 <br />H7 <br />(2) -1 3/4" X 16" <br />LVL 2.0E Fb=2950 <br />H8 <br />(2) -1 3/4" X 71/4" <br />LVL 2.0E Fb=2950 <br />(2) - 2X4 #2 SYP W/ 1/2" <br />Follow Q/S4. See Plan for <br />RAG <br />FLITCH PLATE <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 />WINDOW SCHEDULE <br />SIZE <br />R.O. CMU <br />(Flange) <br />R.O. FRAME <br />(Fin) <br />TYPE <br />12 <br />20X26 <br />18JX25i <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 J X 50 <br />S.H. <br />15 <br />20 X 63 <br />18 4 X 62 4 <br />S.H. <br />16 <br />20X72 <br />18JX714 <br />S.H. <br />1 H2 <br />271 /4 X 26 <br />26 X 25 1 <br />S.H. <br />11-13 <br />271/4X38 <br />26x37 <br />S.H. <br />1 H4 <br />27 J X 50 1 <br />26 x 50 <br />S.H. <br />iH5 <br />274X63 <br />26X621/2 <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 1 <br />36 J X 37 3/4 <br />S.H. <br />24 <br />37 J X 50 J <br />36 J X 50 <br />S.H. <br />25 <br />37 J X 63 <br />36 J 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 />73 } 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 J <br />52 J X 37 i <br />S.H. <br />34 <br />54 X 501 <br />52 J X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 J X 62 4 <br />S.H. <br />36 <br />54 X 72 <br />52 1 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 />UNIT 1397 - FLOOR PLAN <br />SCALE: 4"=V-0" <br />OPENING PRESSURES <br />ENCLOSED - EXPOSURE "C" <br />DA <br />+29.7 / -32.2 <br />© <br />+29.7 / -39.7 <br />© <br />+28.3 / -30.8 <br />O <br />+28.3 / -37.0 <br />OE <br />+26.6 / -29.1 <br />OF <br />+26.6 / -33.5 <br />�G <br />SEE SN SHEET HO SEE SIN 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 />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 />M 1507.2 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 fir. per FBCR G2408.2. Except where <br />appliances that are listed as flammable vapor ignition resistant. <br />WALL LEGEND <br />9'-4" TOP OF MASONRY WALL <br />10'-8" TOP OF MASONRY WALL <br />11'-0" TOP OF MASONRY WALL <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 UPLIFT <br />CONNECTORS TO FLOOR SYSTEM <br />AREA TABULATION <br />1ST FLOOR LIVING 1400 S.F. <br />GARAGE 241 S.F. <br />LANAI 101 S.F. <br />ENTRY 21 S.F. <br />TOTAL SQ. FT. 1763 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/R-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 />OG.C. TO COORDINATE PLUMBING TO AVOID <br />CONFLICT WITH STRUCTURAL WD. COL. <br />oM <br />Qm X <br />0- <br />_00- <br />N S2 <br />U) 0 i <br />!J W <br />a � - <br />-a-0 <br />�- E c <br />s <br />U .O <br />C ,4 +- -a <br />o LU <br />N <br />N <br />0 <br />6 <br />/ <br />i"i 0 y' ` '% v 7 5 -01 <br />/7 <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 2020 Florida Building Code - <br />Residential 7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />In <br />W E <br />Q O8 N # <br />O N J <br />tO <br />U <br />Co it <br />M N NC) LL o- Y <br />tj o <br />Z J 0 <br />20 o <br />oG o w <br />� § 'ro N o X O � <br />W m <br />W Co <br />Cl) Z <br />LO C14 ILv <br />N Q U L y <br />00 <br />Z ❑❑❑ <br />W <br />(D V M � <br />z <br />Co <br />z <br />Q � <br />U) - N <br />N z <br />C1 <br />� o <br />.2 <br />u- <br />a) <br />41 N <br />(z w W <br />V00 <br />_2 <br />,., S <br />V) c Y <br />W <br />s <br />U <br />0 <br />� 0 <br />Q <br />N <br />sm <br />O <br />co <br />w <br />Z <br />o <br />o <br />W° <br />¢s <br />a <br />Z® <br />oa <br />°rc <br />z <br />O <br />N <br />d„ <br />i z <br />ao <br />a O <br />a Z <br />¢� <br />W <br />L <br />rp <br />O <br />gz <br />$U0 <br />U <br />� <br />0 <br />f° O <br />O� <br />Z <br />z <br />J <br />am <br />Qz <br />2Z <br />O� <br />o U <br />n <br />o§ <br />A <br />�,wzr <br />W <br />V <br />as <br />o Q1_ <br />x <br />wa <br />J <br />o <br />�_ <br />aF <br />Nr <br />°za <br />o� <br />c <br />O <br />c <br />rn <br />1_-. <br />O <br />> <br />O <br />Lid <br />r <br />� <br />O <br />M <br />C T <br />Q <br />r <br />Cr <br />0 <br />00 <br />O <br />Wm <br />Q <br />T <br />CEO <br />N <br />c <br />0 N <br />� <br />Q CD <br />0) <br />cI <br />CD � <br />r <br />m <br />co <br />0 <br />z <br />E <br />M <br />:3 r <br />Z <br />c <br />E '" <br />Go) <br />m <br />c <br />a <br />U 0 <br />JOB <br />NO: 22-01577-01572 <br />SCALE : AS NOTED <br />SHEET NO. <br />2 <br />
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