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6760, 6726 Ripple Pond Lp
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6760, 6726 Ripple Pond Lp
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Last modified
3/20/2025 7:11:02 PM
Creation date
2/19/2025 8:25:25 AM
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Building Plans
Street #
6760, 6726
Location
Ripple Pond Lp
Contractor
Lennar Homes
Building Plans - Permit #
5008, 3852
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3'-3" T-3" <br />6'-10" <br />CABINETS ABOVE <br />WASHER <br />DRYER <br />(OPTIONAL) <br />(OPTIONAL) <br />LAUNDRY <br />EXTERIOR HOMES <br />SHOWER OPTION GUEST BATH <br />KITCHEN - <br />K� EXTERIOR UNITS <br />REINFORCE WALL <br />9 <br />- <br />36-A.F.F. <br />FOR POSSIBLE <br />SHOWER <br />KITCHEN <br />GRAB BAR PER <br />ADAREO. <br />1TT019'AF.F. <br />� O <br />) <br />FOR POSSIBLE <br />H <br />-: <br />WALL HUNG <br />� <br />BENCH SEAT <br />PER ADAREO. <br />;o i <br />oO <br />_ If i.-: <br />-4-- MBACKING <br />MB2 ADA REQUIREMENTS - <br />BATH <br />N ■ <br />■----------- <br />--------- <br />Lain, <br />- <br />`t <br />EGRESS <br />■ <br />; <br />CO ERED <br />IMFP <br />T10 <br />- <br />9'-4" PLG. A.F.F. <br />CO CRETE <br />OWNER'S <br />2'-0" 11'-0" <br />- <br />BEDROOM <br />_ <br />8080S.G.D. <br />9'-4" FLAT CLG. <br />CARPET <br />F I <br />iv <br />1 <br />© <br />r=n <br />L1 <br />N <br />LO <br />N <br />F <br />12--11T" <br />2868 <br />T-O" 5'-11 „ <br />I <br />A <br />-- <br />S3 <br />- <br />2868- 2868 <br />L I I N G <br />fV <br />- <br />® <br />7 ; <br />ROOM <br />- <br />I <br />9'-4" LAT CLG. <br />CIARPET <br />- <br />I <br />0. BATH <br />Q <br />■ <br />9, 4„ FLAT I <br />I <br />CD- <br />- <br />CLG. <br />TILE <br />� <br />Ca WIC <br />I N <br />I <br />■ <br />1 <br />3'-0" <br />M I <br />I <br />A <br />= <br />U) <br />04 <br />04 <br />I' <br />60"x36" <br />■ <br />HW . AN <br />I <br />1 <br />- <br />7 A. F. F. R&S <br />"S" <br />3,-6„ 1 <br />5-SH <br />;t <br />FOYER; j <br />9-4- FLAT CLG. I <br />N <br />TILE I <br />/p.FF. <br />r/ <br />REF 2068 BF <br />CRET <br />I <br />K 1 <br />°° <br />ih <br />I <br />�ssy g <br />o <br />w <br />KITCHEN <br />I <br />0 <br />M <br />, <br />0 <br />r` <br />I <br />9' -4"FLAT CLG. STUDS I <br />TILE 12O.CII II 42" HIGH <br />KNEEWALL <br />DINING <br />l <br />D <br />SINK w/ G I I S3 <br />I I <br />9'-4FLAT CLG <br />.IP <br />ICIARPETrDN <br />N <br />' <br />S3 II <br />_ <br />I I j <br />II S1 <br />9'-114 <br />N <br />L - - -J I I <br />rrirrrrrirrrrrr <br />Ilrirrrrrrrrrr <br />0 5-SH <br />r <br />i H4 <br />N <br />s4 S3 <br />- <br />ILE/SH <br />OTA.F <br />ER • 668 B <br />, <br />I - - - <br />- <br />YS3 <br />■ <br />0 <br />00 <br />co <br />2 - <br />6'-0„ ,_4„ <br />4,_0„ , <br />r4" <br />CRYLI <br />BATH 2 z8s8 <br />60 <br />T-o"9'-4" <br />FLAT CLG. <br />in(3) <br />2x4 #2 SPF w/ <br />S20B <br />TILE <br />w/ 3/4" ANCHOR BOLT <br />& <br />3068 <br />I (10) 16d NAILS <br />II <br />11 <br />�u) <br />W.H.L <br />- <br />ih r <br />FLEX ROOM <br />U'' <br />1 I 9'-4" FLAT CLG. <br />II CARPET <br />CCc <br />w <br />LO <br />N <br />II <br />II <br />■ <br />4'-0" <br />2868 <br />3,-4„ 7,_31„ <br />_22,X " <br />(D <br />0 <br />1 <br />_ ATTIC 1 <br />N <br />L _ACtEIBS J <br />N <br />L1 <br />- - - - - - - - <br />- - - ■ <br />A <br />� <br />I <br />I (V <br />DBL. I <br />`° <br />26618 <br />1-CAR <br />GARAGE <br />BF' IW <br />9'-4" FLAT CLG. <br />�_____ <br />OI <br />_,�, ■ <br />CONCRETE <br />I 2668 <br />BF <br />r-----------------r <br />go I I <br />c O - -i-- - - - �-- <br />� I I <br />I I <br />_ I I <br />� I I <br />I I <br />I rK I~ <br />c I S4 I O <br />G.T. <br />BEDROOM 2 <br />9'-4" FLAT CLG. <br />CARPET <br />(2) 25 SH O <br />8'-01. -2" 8'-0" 8'-0" <br />4- All <br />4 <br />RIO <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 J X 25 4 <br />S.H. <br />13 <br />20X38J <br />184X37i <br />S.H. <br />14 <br />20 X 50 J <br />18 4 X 50 <br />S.H. <br />15 <br />20X63 <br />184X62i <br />S.H. <br />16 <br />20 X 72 <br />18 J X 71 J <br />S.H. <br />1 H2 <br />27 1/4 X 26 <br />26 X 25 J <br />S.H. <br />iH3 <br />271/4X38J <br />26x371 <br />S.H. <br />1 H4 <br />27 J X 50 J <br />26 x 50 <br />S.H. <br />1 H5 <br />27 J X 63 <br />26 X 62 1/2 <br />S.H. <br />1116 <br />27JX72 <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 38 J <br />36 4 X 37 3/4 <br />S.H. <br />24 <br />37 J X 501 <br />36 4 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 4 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 } X 25 } <br />S.H. <br />33 <br />54 X 38 J <br />52 } X 37 J <br />S.H. <br />34 <br />54 X 50 J <br />52 1 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 J <br />S.H. <br />39X59 <br />40 X 59 <br />N/A <br />S.H. <br />DOUBLE 39X59 <br />79 X 59 J <br />N/A <br />S.H. <br />UNIT 1500 -FLOOR PLAN <br />SCALE: YV=1'-0" <br />OPENING PRESSURES <br />ENCLOSED - EXPOSURE "C" <br />+29.7 / -32.2 <br />© <br />+29.7 / -39.7 <br />Q <br />+28.3 / -30.8 <br />DO <br />+28.3 / -37.0 <br />O <br />+26.6 / -29.1 <br />�F <br />+26.6 / -33.5 <br />© <br />SEE SN SHEET �H <br />SEE SN SHEET <br />40 MPH <br />NOTE: WIND SPEED INDICATED <br />ABOVE IS AN <br />"ULTIMATE" WIND SPEED. THE <br />WIND PRESSURES <br />LISTED ABOVE ARE ALLOWABLE <br />PRESSURES <br />SOFFIT DESIGN PRESSURE <br />+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 duds 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 />'I'VALL LEGEND <br />1■■■■■■■■■ 9'-4" • . OF • . <br />10'-8" TOP OF MASONRY WALL <br />1 V-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 CONIC 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 />A G.C. TO COORDINATE PLUMBING TO AVOID <br />CONFLICT WITH STRUCTURAL WD. COL. <br />N <br />N <br />N <br />0 <br />elelSS: :..f <br />% S' <br />t�! <br />ch <br />o <br />0. <br />No <br />C <br />T'• STA-r;= OF <br />. tom''•, 1 , <br />I'll <br />le Q <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 <br />Florida Building Code <br />- <br />Residential 7th Edition. Engineer's signature and seal <br />is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />0) <br />S <br />F <br />Q <br />p EE <br />S 8 7D <br />0 <br />N <br />lJL <br />cam, J <br />=�o°°o:i u"a <br />07 <br />yNn LL a <br />J U tL <br />/� <br />Z <br />03'1 <br />Za <br />2 C °QQO' S <br />70' <br />O <br />RI <br />W <br />«r: � N (p J <br />LL W <br />ask <br />4 U S <br />W <br />z:7 <br />C', z o <br />a s <br />-1 <br />Cl- <br />C� <br />u'f <br />i� <br />� I <br />N <br />Z v <br />a <br />C, <br />w <br />U <br />0 <br />V1 <br />c <br />'.W <br />J <br />L <br />I <br />z <br />�0 <br />N <br />see <br />LLg <br />E <br />a <br />dal <br />30 <br />oa <br />F <br />8 <br />w <br />Z� <br />gg <br />ro <br />ra <br />= <br />J <br />N <br />z <br />1b <br />V <br />W <br />Tc <br />In.� <br />C0 <br />� <br />� <br />0 <br />O <br />O> <br />U") <br />,- <br />T <br />� <br />� <br />Co T <br />O <br />Q <br />Cn <br />T <br />t <br />� Y <br />O <br />60 <br />Cn -2 <br />O <br />Q <br />� <br />0 r <br />N <br />CEO <br />CD <br />Q <br />N <br />CO <br />M <br />LO <br />r <br />M <br />o <br />z <br />IRDd <br />a <br />v <br />¢ o <br />JOB <br />NO: 22-01571-01566 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />3 <br />
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