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6898-6924 Ripple Pond Lp
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6898-6924 Ripple Pond Lp
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Last modified
3/21/2025 7:25:18 AM
Creation date
2/28/2025 11:09:49 AM
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Building Plans
Street #
6898-6924
Location
Ripple Pond Lp
Contractor
Lennar
Building Plans - Permit #
Unknown
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(2) 25 SH <br />EGRESS <br />OWNER'S <br />SUITE <br />9'-4" FLAT CLG. <br />CARPET <br />3 <br />NOTE: FIN. WALLS <br />TO BE FLUSH FIELD <br />'-1 <br />VERIFY <br />12'-114' 'et <br />7'-0" 5'-114 <br />2868 2868 AM <br />0. BATH <br />9'-4" FLAT <br />CLG. <br />TILE <br />2" 2'-9" <br />TI <br />KITCHEN - <br />z( K2 INTERIOR UNITS <br />S <br />LO <br />WIC <br />I <br />-4" FLAT CLG <br />I <br />CARPET <br />IN <br />I <br />I <br />I <br />3 <br />LANAI <br />9'-4" CLG. AFF <br />CONCRETE <br />8080 S.G.D. <br />O <br />LIVING <br />ROOM <br />9'-4" FLAT CLG. <br />CARPET <br />13'-04" <br />DINING <br />9'4' FLAT CLG. <br />CARPET <br />3 <br />CV <br />in <br />co <br />_ <br />I O--- - - - -- - - t <br />">/ O <br />II O <br />FLEX I - <br />REINFORCE WALL ROOM- <br />@36"AF.F. rn cV <br />FOR POSSIBLE o 9'-4" FLAT CLG. T oo I I r-- K2 o w i - q <br />WIRE SHELF cRABBARPER CARPET i i ih i I� D/W r Z <br />FLEX ROOM SHOWER ADAREo. ,: <br />1 KITCHE ° - <br />REINFORCE WALL@ i i i L_ J <br />17" TO 19" A.F.F. <br />0 0 0 ® o 0 0 0 ® FOR POSSIBLE <br />WALL HUNG 5,_6„ 4'_g]4�� I I 9'-4" FLAT CLG. I -� <br />BENCH SEAT w/ STUD G TILE REF I -- <br />WASHER DRYER PERADAREO. _ SIM. W/ SYP 1 G � 3 00 @ 1 " Q C S3 <br />(OPTIONAL) ioPrloNALI - STUDS @ 12' S3 5'-04" 10L. 3'-4" 5'-0" 2'- " O.C. - <br />Cl <br />S4 <br />D o 5-SH - 0 2068 BF�682x6 BACKING CS3 N N 5-SH H4 `r' <br />__ 2868 - ---- ---- <br />LAUNDRY MB2 ADA REQUIREMENTS- - 2868 H 2868 <br />00 <br />BATH O o <br />-_ (3) 2x4 #2 SPF w/ LT OB LAUN. r HANSON BOX <br />BATH 2 j w/ 3/4" ANCHOR BOL & 9'-4" FLAT CLG. in @ 36" A.F.F. <br />9'-4" FLAT CLG. (10) 16d NAILS TILE I DRYER VENT <br />TILE © DBL. �� THRU ROOF <br />R&S L? 26686 <br />------- N 2868 SC <br />2868 2668 <br />_ BUILDER TO <br />BF EDGE OF SLAB 2" PROVIDE <br />BEYOND WALL' -' W.H. APPLIANCE <br />5' 6" 4-9a 5-Oa 10'-8"I\ /I O PROTECTION <br />WHEN REQUIRE <br />�° 1 `d U I <br />2868 I X1- PER FBC U I <br />N -- J- NOTE: FIN. WALLS FOYER <br />TO BE FLUSH FIELD 9'-4" FLAT CLG. N <br />VERIFY TILE <br />TEMP BIPASS b == SHOWER BEDROOM 2 i 3068 G.T. <br />N <br />ENCLOSURE - - - ON CURB ' " - 9'-4" FLAT CLG. - - <br />- CARPET _ <br />1 <br />ENTRY 10 <br />----- 9'��� CLG. A.F.F. -_ w <br />_ CONCRETE 1 -CAR GARA E <br />EGRESS <br />------- -- 9'4'FLAT CLG. AFF <br />CONCRETE <br />(2)25SH - r----------- ---� <br />I G.T. I <br />00 <br />O <br />10 <br />2'4" 9'-01, 4 0I I - <br />INTERIOR HOMES19 <br />SHOWER OPTION BATH 2 °° K fi <br />S4 - o <br />I G <br />G <br />I -- <br />y_ 8070 GARAGE DOOR �. <br />11'.4" 4'-O" 1'-10" 8'-01,1. <br />154" 11'4' <br />HEADER SCHEDULE <br />MARK HEADER SIZE REMARKS <br />H 1 (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 />H4 (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 <br />(2) -1 3/4" X 71/4" <br />LVL 2.0E Fb=2950 <br />RAG <br />(2) - 2X4 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />Follow Q/S4. See Plan for <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 />183X25i <br />S.H. <br />13 <br />20X38J <br />18�X3711 <br />S.H. <br />14 <br />20X50J <br />18JX50 <br />S.H. <br />15 <br />20X63 <br />18JX62J <br />S.H. <br />16 <br />20X72 <br />18JX71J <br />S.H. <br />1 H2 <br />27 1/4 X 26 <br />26 X 25 J <br />S.H. <br />1 H3 <br />27 1/4 X 38 J <br />26 x 37 i <br />S.H. <br />1114 <br />27JX50J <br />26x50 <br />S.H. <br />1H5 <br />274X63 <br />26X621/2 <br />S.H, <br />1H6 <br />274X72 <br />26X711/2 <br />S.H. <br />22 <br />37 a X 26 <br />36 z X 25 1/2 <br />S.H. <br />23 <br />37 J X 38 a <br />36 1 X 37 3/4 <br />S.H. <br />24 <br />37 a 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 a X 72 <br />36 1 X 71 1/2 <br />S.H. <br />DOUBLE 2 WIDE <br />75" TALL <br />73J WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 z X 25 Z <br />S.H. <br />33 <br />54 X 38 8 <br />52 J X 37 J <br />S.H. <br />34 <br />54 X 5011 <br />52 J X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 4 X 62 7 <br />S.H. <br />36 <br />54 X 72 <br />52 4 X 71 4 <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: Y4"=1'-0" <br />OPENING PRESSURES <br />ENCLOSED-EXPOSURE"C" <br />A <br />+29.7 / -32.2 <br />© <br />+29.7 / -39.7 <br />+28.3 / -30.8 <br />OD <br />+28.3 / -37.0 <br />DE <br />+26.6 / -29.1 <br />OF <br />+26.61-33.5 <br />SEE SN SHEET �H 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 />General Notes <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. Ed. 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 />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 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 />E7777777711 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 />LIVING AREA 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 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 />c�v <br />a <br />>UJ <br />o <br />°c 3 <br />s <br />OWNS c�J <br />NSE <br />( .�0 <br />• <br />P4 \ ti <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 />Flor ds Building Code - <br />Residential 7th Edition. 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