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36366 Garden Wall Way
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36366 Garden Wall Way
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Last modified
2/26/2025 2:06:11 PM
Creation date
2/18/2025 4:10:39 PM
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Building Plans
Street #
36366
Location
Garden Wall Way
Contractor
Lennar
Building Plans - Permit #
5685
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I - -- -- I . -- I I __ I 111 1 1 Itli„ ql I-, !U111117 <br />oc <br />cc <br />112MMIJO <br />i <br />Mp <br />Ll <br />IIIN <br />P-IJ I <br />KITCHEN <br />0 <br />50 <br />0 <br />h <br />KITCHEN <br />0. BATH BATHROOM 2 <br />INTERIOR DETAILS <br />NOTE: THIS DIAGRAM DEPICTS TYPICAL <br />INSTALLATION <br />ON PLANS <br />GUIDELINES TO BE FOLLOWED <br />U.N.O. <br />VARIES, 2" LESS THAN <br />CABINETS BELOW <br />MIRROR <br />SHWR. SHWR. <br />DOUBLE <br />VA <br />CURTAIN HEAD <br />ROD <br />RODS <br />z <br />SINGLE <br />24" TOWEL BAR <br />TOWEL BAR IN <br />g <br />ROD <br />CO <br />w <br />ON WALL ABOVE <br />TOILET <br />TUB OR SHWR. <br />TOWEL BAR <br />rr <br />uu <br />ON BATHROOM WALL <br />/ <br />SHWR. <br />rC <br />MEDICINE <br />60 <br />I <br />VALVES® <br />_ <br />= <br />CABINET <br />TOILET <br />Q SOAP <br />to <br />PAPER <br />D o DISH <br />U <br />I HOLDER <br />a <br />pZ oz <br />4 <br />LL <br />Q > N > <br />M M M c� <br />iv <br />TUB <br />FIN. FLR. <br />BATHROOMS, SHOWERS AND TUBS <br />CLOSETS / LAUNDRY <br />1'-4" <br />1'-4"X1'-4" "L" <br />SHAPE CMU <br />COLUMN <br />Fri <br />8 <br />rn <br />CV <br />0 <br />■ <br />0 <br />h <br />0 <br />N <br />42" H UPPER <br />CABINETS <br />36" H UPPER <br />CABINETS <br />16" FOR LINEN 30" H UPPER <br />12" FOR PANTRY CABINETS <br />� OVERHANGS THAT <br />EXCEED 12" MAY <br />REQUIRE A SUPPORT <br />BRACKET 36" H BASE <br />FINISHED CABINETS <br />a COUNTER TOP 30" H BASE o <br />R CABINETS o 00 'o <br />r" <br />LL v f` <br />n a. V-2" <br />4 O 2x <br />o a °p FRAMING <br />4 b <br />M io , <br />1/2" GYP C N v <br />�? BOARD <br />FIN F R FIN. FLR. <br />x F. 1. bUL PLATE <br />SHELVING ISLAND COUNTER CABINET BLOCKING <br />BLOCKING AND MOUNTING DETAILS <br />SCALE: 1/4" = V-0" <br />25-0" <br />km <br />---------------------- <br />LANAI <br />8'-0" FLAT CLG. AFF <br />17V A-- <br />FAMILY <br />8'-8" FLAT CLG. <br />CARPET <br />Eel <br />NOO <br />- 8'-8" FLAT <br />TILE <br />AC PAD <br />i-- <br />J <br />_{...i. _... <br />- -- <br />S6 w _ 1-7848" <br />FLAT CLG. 2468 <br />TYP. @ 2 <br />TILE -0 N <br />' <br />STORY. SEE FLOOR G.T. <br />_ _ _ Ur <br />-w-_-------- --- <br />JJ/S6 @ <br />REF --- - <br />STEMWALL r <br />--- - 16 <br />CN <br />�'I <br />60 <br />LO <br />5,_74„ 14 <br />0 <br />13 <br />� <br />DINING <br />(3) 2X4 #2 SPF <br />12 <br />STUDS w/ (3) 16d <br />■ 8'-8" FLAT CLG. <br />NAILS @ BASE GG 11 <br />CARPET oo <br />S3 <br />= 42" H 1/2 WALL <br />3 <br />- <br />u9 OR RAILING PER <br />LO <br />SPECS <br />8 <br />N <br />---_--- FLOORG.T_ --- <br />- - -- <br />O (3) 2x4 #2 SPF <br />- - <br />6 <br />- <br />STUDS w/ (3) 16d <br />■ NAILS @ BASE <br />cr UP <br />EXTERIOR WALL <br />N <br />M <br />Ow <br />W/ 2x4 WALL <br />11 2 31 4 5 <br />PAD OUT <br />_ _A <br />0 406� <br />oPW D R <br />--- <br />I <br />ARCH GG <br />HANSON BOX @ <br />A.F.F. <br />co I <br />i <br />i <br />36" <br />-_6 <br />3 2x4 #2 SPF 8 -8" FLAT CLG. 4� <br />O <br />s S3 W. <br />TILE <br />STUDS w/ HTT16 �� <br />■ <br />-- <br />j I <br />DRYER VTE <br />AT BASE P 50 <br />FOYER - - OI PE I, -L,- <br />�� <br />i- LAUN is <br />PLUMBING LINE <br />8'-8" FLAT CLG. ° 1 <br />D <br />Q 8'-8" FLAT CLG. I <br />TO SECOND <br />TILE <br />S4 TILE <br />-- <br />FLOOR <br />I_.I <br />SW <br />_. <br />WIRE SHELF @ <br />Ell <br />+54" A.F.F. <br />1 <br />-7 <br />6'4" <br />4' 0 T-2 rr <br />G-4" -- <br />- <br />W.H. <br />w <br />0" <br />17'-10" <br />w <br />o <br />_ <br />- <br />`� EDGE OF SLAB 2" <br />BUILDER TO 35 <br />w Z J_ <br />g0 <br />-� BEYOND WALL <br />PROVIDE APPLIANCE <br />PROTECTION WHEN <br />U U <br />I 00 NOTE: FINISHED WALLS <br />REQUIRED PER FBC <br />ILL!O - <br />> <br />0 <br />I M I TO BE FLUSH. FIELD <br />-' <br />= I VERIFY. G.T. <br />8'-8" CLG.- A.F.F. <br />rI I- ----------- <br />- - - - - -- ---- <br />00 I -� <br />- <br />8'-0" CLG. A.F.F. <br />ENTRY <br />�54 -32Q;-_--- 0 Q <br />U <br />J F <br />8'-0" FLAT CLG. AF <br />GARAGE <br />IATTIC ( <br />LAB____ 1 0 U <br />o = <br />------ <br />8'-0" CLG. A.F.F. <br />� U <br />0? <br />IT" <br />w <br />1'-4"X1'-4" b <br />c l <br />11-4- <br />TYP. @ SINGLE > w <br />SHAPE CMU <br />4'4" <br />STORY <br />COLUMN0 <br />(SEE AA/S3 FOR A <br />STEM OPT.) S3 <br />- - - - - <br />- - - - - - - - - - - - - - - - -- <br />00 <br />I <br />I <br />r <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />K I <br />i <br />TYP. @ S4 <br />GARAGE I <br />HB <br />I <br />o <br />M <br />16070 OVERHEAD <br />DOOR <br />16-0" <br />V-8„ <br />25'-0" - <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 />_. <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 />OPENING PRESSURES <br />ENCLOSED-EXPOSURE"C" <br />O <br />+29.7 / -32.2 <br />+29.7 / -39.7 <br />© <br />+28.3 / -30.8 <br />CD <br />+28.3 / -37.0 <br />Q <br />+26.6 / -29.1 <br />+26.6 / -33.5 <br />GC� <br />SEE SN SHEET SEE SN SHEET <br />40 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 />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 � <br />S.H. <br />13 <br />20 X 38 <br />18 2'X 37 <br />S.H. <br />14 <br />20X50g <br />18JX50 <br />S.H. <br />15 <br />20 X 63 <br />1812 X 621 <br />S.H. <br />16 <br />20X72 <br />18#X71 J <br />S.H. <br />1H2 <br />271/4X26 <br />26X25 <br />S.H. <br />1H3 <br />271/4X38g <br />26x37 <br />S.H. <br />1 H4 <br />271 X 50 g <br />26 x 50 <br />S.H. <br />1H5 <br />274'X63 <br />26X621/2 <br />S.H. <br />1 H6 <br />27 a X 72 <br />26 X 71 1/2 <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 8 <br />36 } X 37 3/4 <br />S.H. <br />24 <br />37 � X 50 1 <br />36 � X 50 <br />S.H. <br />25 <br />37 � X 63 <br />361 X 62 1/2 <br />S.H. <br />26 <br />37 J X 72 <br />36 2 X 71 1/2 <br />S.H. <br />DOUBLE 2 WIDE <br />75" TALL <br />731 WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 J 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 a <br />52 � X 50 <br />S.H. <br />35 <br />54X63 <br />522X62 <br />S.H. <br />36 <br />54 X 72 <br />521 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 />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. 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 />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 />MASONRY HGT. @ 8'-8" A.F.F. <br />MASONRY HGT. @ 8'-0" A.F.F. <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 <br />UPLIFT CONNECTORS TO FLOOR SYSTEM <br />AREA TABULATION <br />FIRST FLOOR LIVING AREA 952 S.F. <br />SECOND FLOOR LIVING AREA 1121 S.F. <br />TOTAL LIVING AREA 2073 S.F. <br />GARAGE 396 S.F. <br />LANAI 104 S.F. <br />ENTRY 32 S.F. <br />TOTAL SQ. FT. 2605 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 />FIRST FLOOR PLAN - ELEV-13 <br />eW2 <br />N <br />sy <br />on <br />W <br />CD <br />2. W <br />cm <br />LU <br />R U N <br />(.- <br />Cd CO I- <br />O <br />VII y ea <br />- <br />1N <br />6/ <br />£ s <br />r_ G <br />t`C w'� m <br />io <br />i y A p <br />7a <br />y O. <br />c E <br />o <br />OWN <br />h6� <br />O <br />�0 <br />•� <br />,w <br />2 <br />!, fiES�t� <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply <br />with the 2020 Florida Building Code - <br />Residential 7th Edition. Engineers signature and seal is only for <br />the structural engineering portions <br />of the drawing pages bearing <br />Engineer's signature <br />and seal. <br />N <br />Q <br />o g <br />0 <br />��00 N <br />0 <br />9) <br />cn�lZ� 8 # <br />M LL <br />� <br />J <br />a <br />Z <br />10 <br />-�01 se <br />c <br />0 <br />W <br />C', <br />og� <br />W <br />Z <br />LL <br />0 m w <br />04 Z Ma k <br />a <br />Z <br />N <br />OU <br />pp <br />`W <br />V CO <br />00 <br />W <br />Z M <br />o <br />Z w <br />z <br />W4-1 <br />y <br />LLJ <br />U <br />O <br />N <br />g <br />W Y, <br />5 <br />'5 <br />'® <br />W <br />~ <br />U <br />¢ N C <br />O <br />sm <br />a <br />z <br />M <br />J <br />E <br />Eon <br />yz <br />�® <br />o0 <br />O <br />as <br />0Z <br />z <br />N <br />L <br />rZ <br />r <br />� C <br />�Y <br />iLL <br />z <br />co <br />J <br />b <br />zw <br />N <br />a� <br />g <br />5u <br />W <br />d <br />a <br />ww <br />�LL <br />a <br />w <br />�C) <br />= <br />CO <br />0 <br />= <br />(1)Co <br />rs <br />N <br />O <br />O <br />^ <br />Y <br />O <br />CL <br />C° <br />Lid <br />d- <br />ca <br />G <br />CD <br />N <br />N <br />< <br />(0 <br />M ; <br />,-- <br />� CV <br />(y) cV <br />o <br />Z <br />C <br />Z <br />E Q <br />E <br />T <br />ai <br />m <br />a <br />0 <br />U -J <br />o <br />Q <br />-J <br />JOB NO: <br />22-12351 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />1.1 <br />
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