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6794-6810 Ripple Pond Lp
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Last modified
3/21/2025 3:45:12 AM
Creation date
2/19/2025 8:27:26 AM
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Building Plans
Street #
6794-6810
Location
Ripple Pond Lp
Contractor
Lennar Homes LLC
Building Plans - Permit #
5190-5194
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4" T-3" T-3" <br />6'-10" <br />WIRE SHELF <br />oom ® o_c�e�o <br />WASHER DRYER <br />(OPTIONAL) (OPTIONAL) <br />-1 <br />3'-9" <br />T-6" <br />1'-9" <br />KITCHEN - <br />EXTERIOR UNITS <br />g <br />- REINFORCE WALL <br />36- A.F.F. <br />FOR POSSIBLE <br />- GRAB BAR PER <br />KITCHEN <br />SHOWER <br />ADA REO.-� <br />REINFORCE WALL <br />17'TO 19' A.F.F. <br />FOR POSSIBLE <br />WALL HUNG <br />BENCH SEAT <br />PER ADA REO. <br />2x6 BACKING <br />LAUNDRY MB2 ADA REQUIREMENTS - <br />BATH <br />I <br />„ 3,_211 3,_0„ <br />TEMP BIPASS SHOWER <br />ENCLOSURE ON CURB <br />EXTERIOR HOMES <br />SHOWER OPTION BATH 2 <br />rn� <br />14'-0" 13'-0" <br />3'-8" 101-4" 1 V-8" 1'4" <br />2 25 SH <br />■ ■ ■- - - - - - - - - - ■ q <br />EGRESS ■ <br />© I I <br />I <br />L NAI I <br />■ 9'-4" CLG. AFF 1 a0 <br />00 <br />CO CRETE `O <br />I <br />2' 0" 11'-0" <br />OWNER'S I 1 <br />SUITE 8080 S.G.D. <br />E- ■ ■ i■ <br />1- <br />9'-4" FLAT CLG, o <br />CARPET O I ■ N <br />NOTE: FIN. WALLS <br />TO BE FLUSH FIELD <br />I <br />3 VERIFY <br />FP-1 iv I LID <br />N <br />� <br />o <br />12'-111' 2868 ■ <br />N <br />T-O„ 5'-114„ I A <br />S3 - <br />286800 <br />2868 L I I N G <br />I <br />N <br />I r <br />ROOM <br />( 9'-4" LAT CLG. <br />a, <br />io ICARPET <br />- <br />0. BATH i I <br />q <br />9'4" FLAT I I W c <br />I <br />CLG. I <br />cc <br />TILE I 1 '- <br />oa <br />Ix W I C I v ■ <br />'4" FLAT CLG <br />CARPET I O <br />L0 <br />M I I A <br />in <br />O <br />I <br />5,4,,, T-6„ „ I 0" N <br />i <br />- <br />_ <br />60"x36" I <br />HW . AN <br />TIL L--- - ---- <br />I <br />T A.F.F. R&S "�" `~ <br />T-6„ <br />306 <br />t <br />5-SH FOYER <br />- <br />- - - - - - N 9'-4" FLAT CLG. 9'-4 ih <br />).F F. <br />REF 2068 BF TILE I CRBT <br />I <br />r; <br />S <br />IIMP <br />W KITCHEN <br />7 <br />r` <br />9'4" FLAT CLG. AISTUDS 42" HIGH <br />I TILE 12" O.0 <br />D KNEEWALL DINING N <br />I II <br />S3 SINK w/ SPOS L G I 1 - 9'-4' FLAT CLG. <br />' <br />( <br />I- - - - S3 I CARPET <br />A <br />. I D/vV I �L ' I <br />NO <br />' <br />L---� t <br />I I I I I I I I I I r it r it l ILI l l l r l l l r l l 1.1 G <br />i <br />I <br />5-SH Q Q D ■ <br />H4 N s3 s3 <br />sa I 0 <br />'NLE/SH ER - <br />0TA.F O I ---- - rr� is 00 <br />7-8j„ 6,_0„ <br />CRYLI BATH 2 28 g 4" T-0" <br />9'-4" FLAT CLG. co (3) 2x4 #2 SPF w/ TS20B <br />TILE w/ 3/4" ANCHOR B LT & <br />3068 I 1 (10) 16d NAILS ■ <br />BUILDER TO <br />PROVIDE <br />H II I <br />�InPROTECTION <br />go <br />APPLIANCE <br />1FLEX ROOM �' <br />T I I o wWHEN in I I 9'-4" FLAT CLG. cr � <br />REQUIRED <br />I I CARPET w N <br />PER FBC <br />I I <br />II ■ <br />T-0i" - - - - - 4'-0" 2868 4' 4„ T-4" 7,_31„ - <br />I -22NIX3 ''i <br />I 'Q <br />`ATTIC I N <br />1 <br />0 <br />L-AC�E6S J <br />_ <br />1 ° ■ A <br />CV <br />HANSON BOX _ <br />b S3 <br />M <br />z <br />I @ 36" A.F.F. - <br />31 N <br />Cl) <br />LL <br />DBL. I <br />M 26g8 <br />1-CAR GARAGE `° BF' R&s <br />�I Cr----- -�U ■ <br />9'-4" FLAT CLG. AFF I oa I �:, I oa ' <br />! I <br />CONCRETE <br />1 2668 1 <br />BF N <br />EDGE OF SLAB 2" 2868 <br />BEYOND WALL DRYER VENT <br />THRU ROOF <br />- - - - - - - - - - - - - - - i G.T. <br />I I <br />I I 4 <br />BEDROOM 2 <br />I 9'-4" FLAT CLG. _ <br />o <br />C7 CARPET <br />S4 <br />co <br />NOTE: FIN. WALLS <br />I TO BE FLUSH FIELD <br />I VERIFY <br />■8070 GARAGE(2) 25 SH O <br />I <br />EGRESS <br />q171 <br />- <br />O <br />1'-10" 8'-0" 1'-2" 8'-0" 8'-0" <br />11'-0" Af 16'-0" 410, <br />27'-0" <br />HEADER SCHEDULE <br />MARK HEADER SIZE REMARKS <br />H1 (2) - 2X6 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />H2 (2) - 2X8 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />H3 (2) - 2X10 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />(2) - 2X12 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />H5 (2) -1 3/4" X 11 1/4 LVL <br />2.0E Fb=2950 <br />H6 (2) - 1 3/4" X 9 1/4" <br />LVL 2.0E Fb=2950 <br />H7 (2) - 1 3/4" X 16" <br />LVL 2.0E Fb=2950 <br />H8 (2) -1 3/4" X 7 1/4" <br />LVL 2.0E Fb=2950 <br />(2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for <br />RAG 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 />WINDOW SCHEDULE <br />OPENING PRESSURES <br />ENCLOSED-EXPOSURE"C" <br />rA <br />+29.7 / -32.2 <br />+29.7 / -39.7 <br />© <br />+28.3 / -30.8 <br />D� <br />+28.3 / -37.0 <br />DE <br />+26.6 / -29.1 <br />O <br />+26.6 / -33.5 <br />OG <br />SEE SN SHEET HO SEE SN SHEET <br />W140 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 />R.O. CMU <br />R.O. FRAME <br />Ducts in the garage and ducts penetrating the walls or ceilings <br />SIZE <br />(Flange) <br />(Fin) <br />TYPE <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 />12 <br />20 X 26 <br />18 J X 25 J <br />S.H. <br />nonmetallic class 0 or classl duct board, or other approved <br />13 <br />20 X 38 J <br />18 J X 37 J <br />S.H. <br />material and shall not have openings into the garage. <br />14 <br />20 X 501 <br />184 X 50 <br />S.H. <br />R302.5.3 Other Penetrations <br />Penetrations through the separation required in Section R302.6 <br />15 <br />20 x 63 <br />18 4 X 62 J <br />S.H. <br />shall be protected as required by section R302.11, Item 4. <br />16 <br />20X72 <br />184X714 <br />S.H. <br />R302.6 Dwelling/Garage Fire Separation. <br />11-I2 <br />271/4 X 26 <br />26 X 254 <br />S.H. <br />The garage shall be separated as required by Table R302.6. <br />Openings in garage walls shall comply with Section R302.5. <br />1 H3 <br />271/4 X 38 J <br />26 x 37 <br />S.H. <br />Attachment of gypsum board shall comply with Tab;e R702.3.5. <br />1 H4 <br />27 x 50 <br />26 x 50 <br />S.H. <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 />r g <br />O <br />11-15 <br />27JX63 <br />26X621/2 <br />S.H. <br />:all: <br />From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or <br />11-16 <br />27 X 72 <br />26 x 71 1/2 <br />S.H. <br />equivalent appliedgarage <br />9 Above Garage - Not Less than 5/8" <br />Frrom Habitab es Roo <br />22 <br />37 J X 26 <br />36 J X 25 1/2 <br />S.H. <br />Type-X Gyp. Bd. or equivalent. <br />.0 <br />23 <br />37 J X 38 J <br />36 J X 37 3/4 <br />S.H. <br />• Structure(s) Supporting Floor/Ceiling Assemblies - Not Less <br />- � <br />than 1/2" Gyp. Bd. or equivalent. <br />24 <br />37 J x 501 <br />36 J x 50 <br />S.H. <br />o Garages Located Less Than 3 Feet From Dwelling On The <br />Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied <br />25 <br />37 J X 63 <br />36 J X 62 1/2 <br />S.H. <br />to the interior side of exterior walls that are within this area. <br />26 <br />37JX72 <br />36JX711/2 <br />S.H. <br />R312.2.1 Window Sills <br />DOUBLE 2 WIDE <br />75" TALL <br />73 J WIDE <br />S.H. <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 />32 <br />54 x 26 <br />52 4 X 25 } <br />S.H. <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 />33 <br />54 X 38 J <br />52 4 X 37 J <br />S.H. <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 />34 <br />54 X 501 <br />52 J x 50 <br />S.H. <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 />35 <br />54 X 63 <br />52 } X 62 4 <br />S.H. <br />with window fall prevention devices that comply with ASTM F2090. <br />36 <br />54 X 72 <br />52 } X 71 3 <br />S.H. <br />3. Operable windows that are provided with window opening <br />p <br />control devices that comply with Section R312.2.2. <br />39X59 <br />40 X 59 <br />N/A <br />S.H. <br />Chapter 45 Private Swimming Pools <br />DOUBLE 39X59 <br />79 X 59 <br />N/A <br />S.H. <br />Outdoor swimming pools shall be provided with a barrier <br />r Q <br />complying with R4501.17.1.1 through R4501.17.1.14. <br />M1507.2 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 flr. 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 />1 V-0" TOP OF MASONRY W <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 />LIVING AREA <br />1517 S.F. <br />GARAGE <br />260 S.F. <br />LANAI <br />104 S.F. <br />ENTRY <br />20 S.F. <br />TOTAL SQ. FT. <br />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 />UNIT 1500 FLOOR PLAN GARAGE SEPARATION R-11/R-13 KRAFT FACED <br />(GARAGE /LIVING) <br />SCALE:Y4"=1'-O" /► G.C. TO COORDINATE PLUMBING TO AVOID <br />�1 CONFLICT WITH STRUCTURAL WD. COL. <br />co <br />o cNs <br />CA a) a) ll <br />C <br />w I1 "' C2.0 <br />> E <br />_ <br />:u p O O <br />O U = <br />a <br />To the best of the Engineers 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 />Engineers signature and seal. <br />0) <br />W <br />N8 <br />$�6 <br />IA M % w <br />a <br />U- W <br />_ -ern a S2 <br />W MN (_p <br />W_ pjO' m w <br />u4 Go CL LL M Z d J <br />ZN O6 U <br />W I'� <br />V M V <br />z_ Cn <br />z <br />z <br />J <br />a <br />z <br />v <br />C1 <br />T� <br />TC <br />N <br />M <br />U/� - 1 <br />$ <br />0 r..uV) <br />U <br />® ,.. <br />U <br />�Q <br />c O <br />Q N V <br />C <br />W <br />_ <br />ii■ <br />M <br />Cn <br />U- <br />Eo <br />o <br />io <br />� <br />> p <br />aR <br />0 <br />o0 <br />"' rz <br />a <br />ow ggqOa <br />K U <br />��Ez <br />7 V <br />8z <br />L <br />NC <br />Y <br />f <br />g0 <br />z <br />t,5J <br />�mw <br />tl <br />°o <br />ez <br />W� <br />C ) <br />�w <br />xG <br />o <br />0 <br />�d <br />5 <br />oN <br />U) <br />Cf) <br />(o <br />` <br />B <br />0 <br />O <br />CD <br />M <br />LO <br />T <br />s <br />� <br />T <br />IL <br />O CO <br />� <br />O <br />¢ <br />M <br />�"- <br />� <br />v <br />60 <br />CrOb <br />W ° <br />r- <br />O <br />T <br />m <br />Q <br />N <br />CN <br />c <br />CY N <br />rn <br />a T <br />00 <br />o <br />Z <br />� T iri <br />w <br />Z <br />M <br />C <br />a <br />E iv <br />U Z <br />G <br />JOB <br />NO: 22-05620-05615 <br />SCALE : AS NOTED <br />SHEET NO. <br />3 <br />
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