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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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I'I" <br />3'-3" T-3" <br />6-10" op <br />CABINETS ABOVE <br />0 o o loll <br />0 0 (D 0 161 <br />WASHER <br />DRYER <br />(OPnoNAL) <br />(oPnONA1) <br />LAUNDRY <br />EXTERIOR HOMES <br />SHOWER OPTION GUEST BATH <br />KITCHEN - <br />K EXTERIOR UNITS <br />@ 36' A.F.F. <br />FOR POSSIBLE <br />SHOWER <br />KITCHEN <br />GRAB BAR PER <br />ADA REQ. <br />INF W <br />17- T01T AF.F. <br />FOR POSSIBLE <br />LM <br />eENCH SEAT <br />BEWN SEA <br />PER ADA REO <br />W BACKING <br />Mgt ADA REQUIREMENTS - <br />BATH <br />14'-0" 13'-0" <br />T-8" 10'-4" 1 V-8" 1.1'4" <br />1 <br />L1 <br />C <br />to <br />(o <br />0. BATH <br />o jJ) 9'-4" FLAT <br />CLG. <br />TILE <br />T-0" <br />O M <br />EGRESS <br />OWNER'S <br />BEDROOM <br />9'-4" FLAT CLG. <br />CARPET <br />12'-11 <br />2868 <br />m <br />I <br />I <br />I� <br />Icr <br />WIC I N <br />I <br />1 <br />21- <br />- - - - - - - - - - - ----------- <br />CO ERED <br />P T10 <br />9'-4" 9L.G. A.F.F. <br />CO CRETE <br />2'-0"It <br />I <br />8080 .G.D. it <br />_ m <br />O <br />I <br />I A <br />S3 <br />LI ING <br />ROOM <br />9'4" LAT CLG. <br />CIARPET <br />I <br />i\ <br />® <br />• <br />O <br />10� <br />2068 BF <br />K1 <br />f w 9,-5„ Fo <br />10 <br />AM <br />KITCHEN II <br />9'-4" FLAT CLG. STUDS I I 42" HIGH <br />D TILE CC 12' O•C I KNEEWALL <br />I S3 SINK w/ G i i b <br />DISPOSAL S3 I � <br />r -1 <br />I D/W <br />"T--- <br />lrirrirrrrrrrr1: 1 WAL,irrrrirrirr,r <br />_nILEHER '0 56-6S8HE <br />�r <br />A.F <br />_ <br />Fn <br />6'-0" <br />BATH 2 <br />9'-4" FLAT CLG. <br />IP <br />ATTIC I <br />1 �-AC�ESS� <br />L1 <br />1-CAR GARAGE <br />9'-4" FLAT CLG. <br />CONCRETE <br />i--------------- <br />I I <br />I I <br />� I I <br />I I <br />1 K I~ <br />O I 10 <br />I I � <br />O <br />2868 <br />0 <br />r <br />' I <br />I <br />O <br />DINING <br />9'.4' FLAT CLG. <br />CARPET O <br />I 9'-11a' <br />G <br />S4 I S3 CSi3)-\ <br />7'-0" <br />(3) 2x4 #2 SPF w/ L TS20B <br />w/ 3/4" ANCHOR B DLT & <br />(10) 16d NAILS <br />FLEX ROOM QuJ <br />9'-4" FLAT CLG. o <br />CARPET w <br />7' <br />�SA 3 <br />DVB�1 >i <br />N <br />BF <br />BF � <br />�I DI <br />r---- _ <br />- <br />--t <br />I♦ <br />I <br />Ir Cl) <br />I � <br />2668 <br />BF11- <br />G.T. <br />BEDROOM 2 <br />9'-4" FLAT CLG. <br />CARPET <br />25 SH O <br />oO <br />9 <br />Id <br />O <br />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 />LVL 2.0E Fb=2950 <br />H8 <br />(2) - 1 3/4" X 7 1/4" <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 />20 X 26 <br />18 X 25 <br />S.H. <br />13 <br />20 X 38 J <br />18 4 X 371 <br />S.H. <br />14 <br />20 X 501 <br />18 J X 50 <br />S.H. <br />15 <br />20X63 <br />18X62 <br />S.H. <br />16 <br />20X72 <br />184X714 <br />S.H. <br />11,12 <br />271/4 X 26 <br />26 X 25 J <br />S.H. <br />11,13 <br />271/4X38J <br />26x37 <br />S.H. <br />1 H4 <br />27 J X 50 1 <br />26 x 50 <br />S.H. <br />11-15 <br />27JX63 <br />26X621/2 <br />S.H. <br />11-16 <br />271X72 <br />26X711/2 <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 381 <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 X 63 <br />36 4 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 4 WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 � X 25 � <br />S.H. <br />33 <br />54 X 38 � <br />52 '} X 37 � <br />S.H. <br />54 X 501 <br />52 J X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 J X 62 <br />S.H. <br />36 <br />54 X 72 <br />52 J X 71 <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 1500 - FLOOR PLAN <br />SCALE: Y4'=1'-0" <br />OPENING PRESSURES <br />ENCLOSED - EXPOSURE "C" <br />OA <br />+29.7 / -32.2 <br />© <br />+29.7 / -39.7 <br />© <br />+28.3 / -30.8 <br />DO <br />+28.3 / -37.0 <br />+26.16 / -29.1 <br />O <br />+26.6 / -33.5 <br />SEE S NN SHEET O 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 />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 class 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 1517 S.F. <br />GARAGE 260 S.F. <br />LANAI 104 S.F. <br />ENTRY 20 S.F. <br />TOTAL SQ. FT. 1901 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 />�f; O <br />N ~ <br />M <br />N <br />m X <br />a- <br />-a <br />_ N N (l; <br />� r <br />�• _r �t <br />- <br />a_� <br />_ F_ C <br />u� O O <br />U <br />W <br />N <br />CV <br />O <br />N <br />0 <br />M <br />0 <br />r-:r'j,°° <br />`%%tjlit; <br />LE-ioii-C. <br />N r 787d3 <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with tiie 2020 Florida Building 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 />W 'lot coo <br />Q Mg N <br />CS - 11 J LL <br />Q 3 G ao w <br />gMvr-L� <br />0 <br />W °' x <br />LL LL ti UJ <br />J 0 <br />no <br />c mCS OLO W t- <br />r°n�O�jO' ¢ ¢ d <br />"j. Go a <br />N M Z W y O <br />Z p V v _j <br />W r7�❑ <br />(Dg?V <br />(D <br />z N <br />z <br />z <br />10 <br />a <br />tV <br />N z <br />cn <br />� <br />(a w <br />o p <br />V <br />w <br />Q) <br />c <br />l/1co <br />�N r <br />rUia <br />E <br />t 8 <br />I <br />¢ <br />�m <br />M <br />M <br />� <br />o <br />1 <br />Lj_ <br />E"o <br />I <br />.o <br />, , <br />� <br />>& <br />i <br />E OU <br />F <br />�� <br />oo <br />wo <br />co <br />o <br />o� <br />zE! <br />o E <br />N <br />�= <br />o <br />w= <br />¢� <br />r0 <br />C <br />- C <br />.9 <br />o <br />iz <br />z <br />yo <br />° <br />Y. <br />" z <br />Val <br />o � <br />o <br />W <br />a <br />�w <br />a <br />O <br />1Ix <br />v <br />za <br />°3 <br />�N <br />O <br />> <br />M <br />_co <br />o, <br />O <br />O <br />> <br />O <br />L <br />O <br />T <br />co <br />Q <br />t <br />O <br />00 <br />rCr^ <br />v J o <br />m <br />fir( <br />T <br />` <br />CEO <br />Ln N <br />O <br />0 N <br />CO <br />Q <br />O <br />Ct� <br />0 M <br />r <br />iu <br />0 <br />0 <br />M <br />T iri <br />N <br />E 42 <br />Z <br />r_ <br />a <br />w <br />a o <br />C <br />JOB NO: 22-01577-01572 <br />SCALE : AS NOTED <br />SHEET NO. <br />3 <br />
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