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36358 Garden Wall Way
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36358 Garden Wall Way
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Last modified
3/21/2025 10:04:35 AM
Creation date
2/19/2025 10:00:21 AM
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Building Plans
Street #
36358
Location
Garden Wall Way
Contractor
Lennar
Building Plans - Permit #
6078
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_19 FI'1. <br />0 <br />0 <br />CV <br />KITCHEN <br />MIRROR <br />80 <br />M <br />O. BATH <br />rMI0 <br />NO <br />_�___01111 <br />KITCHEN <br />0 <br />0 <br />M <br />INTERIOR DETAILS <br />SCALE: 1/4" = V-0" <br />NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION <br />GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS <br />VARIES, 2" LESS THAN <br />CABINETS BELOW <br />MIRROR <br />VARIES <br />w / <br />MEDICINE <br />CABINET <br />�* 02 oz <br />4 V <br />CM M [M M <br />SHWR. SHWR. <br />CURTAIN HEAD <br />24" TOWEL BAR TOWEL BAR <br />ON WALL ABOVE TUB OR SHV <br />TOILET TOWEL BAR - <br />ON BATHROOM WALL <br />b SHWR. o (I,,_ <br />co I _ VALVES <br />TOILET 4 SOAP <br />PAPER Co DISH <br />I HOLDER 4 <br />o <br />N n TUB <br />1 <br />U <br />DOUBLE <br />RODS <br />SINGLE <br />ROD <br />BATHROOM 2 <br />42" H UPPER <br />CABINETS- <br />36" H UPPER <br />CABINETS - <br />30" H UPPER <br />CABINETS - <br />OVERHANGS THAT <br />EXCEED 12" MAY <br />REQUIRE A SUPPORT <br />o <br />0 <br />BRACKET 36" H BASE <br />FINISHED CABINETS- <br />COUNTER TOP 30" H BASE <br />00 <br />CABINETS - <br />SIN <br />Fr) <br />LL <br />CL <br />1'-2" <br />O <br />2x <br />r q <br />�? <br />Co <br />FRAMING o <br />1/2" GYP v N <br />BOARD - <br />BATHROOMS, SHOWERS AND TUBS <br />CLOSETS / LAUNDRY SHELVING ISLAND COUNTER CABINET BLOCKING <br />BLOCKING <br />AND <br />MOUNTING <br />DETAILS <br />SCALE: 1/4" = T-0" <br />WIRE SHELF @ --� <br />+54" A.F.F. <br />PLUMBING LINE <br />TO SECOND <br />FLOOR <br />DRYER VTE <br />HANSON BOX @-�� <br />36" A.F.F. <br />EXTERIOR WALL <br />W/ 2x4 WALL <br />z w <br />PAD OUT <br />a <br />Q <br />U <br />�U <br />W <br />80, <br />o <br />S <br />> W <br />�t U) <br />HB <br />12'-0" <br />13'-0" <br />8'-3" T-9" <br />11'-8" <br />AC PAD <br />OHB <br />35-SH <br />■ '„ ■ <br />i <br />- <br />, I <br />� - - <br />I <br />No OK <br />I <br />I <br />■ <br />LANAI <br />I <br />-- <br />k. <br />8'-81FLAT CLG.- , <br />-- <br />-_- <br />8'-0" FLAT CLG. <br />AFF <br />Q <br />TILE <br />I <br />O <br />- + <br />- <br />- <br />6068 SGD <br />I � <br />I <br />I <br />� <br />_._ I I <br />-- ;- io O I <br />� <br />I <br />I <br />II <br />�,fII rIN <br />z ■ ' <br />- -_f`oFAMILY <br />u ^ <br />- <br />8'-8" FLAT CLG. <br />j Ip I <br />CARPET <br />- <br />N <br />2 - 11 <br />-- <br />1C H <br />_ <br />2468 8'-8" FLAT CLG.. j <br />-- r- - <br />N 1-0TILE <br />YI ch <br />-- <br />_ <br />_ <br />CV <br />- <br />- <br />FLOOR G.T. <br />_ <br />17 <br />REF- <br />F <br />- <br />in � - - <br />- � r <br />- <br />CV <br />- <br />5 NIu, <br />-- <br />-- <br />5'-74 " <br />_- <br />3 <br />(3)2xSw/(3) <br />2 <br />DINING <br />■ <br />STUDS w/ (3) 16d <br />GG <br />- <br />1 NAILS @ BASE <br />8'-8" FLAT CLG. <br />S3 i 0 <br />0 <br />CARPET <br />- <br />4'41' 3'-3" <br />42" H 1/2 WALL <br />OR RAILING PER <br />--- <br />- <br />SPECS <br />FLOOR G.T. <br />f- <br />- <br />rU <br />UP <br />(3) 2x4 #2 SPF <br />■ <br />_ <br />(O N <br />STUDS w/ (3) 16d <br />NAILS @ BASE <br />1 <br />T _- <br />-- <br />�FZ6A�R�1CH <br />i <br />i <br />PWDR <br />--- -- <br />GG ! <br />- <br />_ <br />- - - - - <br />D. <br />I S3 ire <br />? t <br />,, 8 -8" FLAT CLG <br />-- (3) 2x4 #2 SPF - <br />�-- <br />_!L <br />8 TILE <br />; STUDS w/ H1716 <br />-- <br />�I LAU N <br />I I Iin <br />NK -- TP <br />Q ' AT BASE - <br />FOYER -- <br />�I <br />Q- <br />W' <br />-PE <br />- <br />- <br />( 8'- I" FLAT CLG. - <br />- a --- _ <br />-- 8'-8" FLAT CLG. -1 - <br />TILE S4 <br />TILE - <br />41 <br />H1 <br />-I <br />rrlirrrrlrrrrrrrlrr - <br />SW <br />- <br />T-23, <br />3 4'-0" <br />W.H. <br />6' 7i„ <br />[ a <br />- <br />- -- <br />- ---7 6 4 <br />1 T-10" <br />BUILDER TO 35 <br />10 <br />EDGE OF SLAB 2" <br />T - -- -1 <br />N <br />- <br />PROVIDE APPLIANCE <br />D1 <br />BEYOND WALL <br />PROTECTION WHEN <br />- <br />REQUIRED PER FBC <br />NOTE: FINISHED WALLS = <br />oo <br />TO BE FLUSH. FIELD _- <br />, o <br />- <br />8'-8'_CLG. A.F.F. <br />VERIFY------ <br />I <br />------- -G^T. <br />8'-0" CLG. A.F.F. <br />U I <br />w WI } � <br />(ENTRY <br />_.-. <br />g z JI ���ATTIC ( <br />AGGESg <br />$'-0" FLAT CLG. AFF <br />8-mL____J <br />GARAGE <br />- - - - - _ <br />WIr U <br />8'-0" CLG. A. F.F. <br />O00 <br />TYP. @ SINGLE <br />STORY <br />A A/ (SEE AA/S3 FOR <br />S3 STEM OPT.) <br />4'-4" V-4" <br />I------------------ <br />I <br />I <br />I <br />--------------i <br />I <br />I <br />I <br />I <br />I <br />I <br />I K <br />I <br />I <br />I <br />I <br />I <br />S4 TYP. @ <br />I <br />I GARAGE <br />I <br />O I <br />16070 OVERHEAD DOOR <br />16'-0" <br />&1 <br />19'-4" <br />25'-0" <br />"L" <br />SHAPE CMU <br />COLUMN <br />0 <br />0 <br />ram__ __--,, <br />nw <br />TYP. @ 2 <br />STORY. SEE <br />JJ/S6 @ <br />STEMWALL <br />`--1'-4"X1'-4" "L„ <br />SHAPE CMU <br />COLUMN <br />HEADER SCHEDULE <br />MARK <br />HEADER SIZE <br />REMARKS <br />H1 <br />(2) - 2X6 #2 SYP W/ 112" <br />FLITCH PLATE <br />H2 <br />(2) - 2X8 #2 SYP W/ 112" <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 91/4" <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 />AO <br />+29.7 / -32.2 <br />© <br />+29.7 / -39.7 <br />+28.3 / -30.8 <br />CD <br />+28.3 / -37.0 <br />OE <br />+26.6 / -29.1 <br />OF <br />+26.6 / -33.5 <br />GG <br />SEE SIN 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 />+29.71-39.7 <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 � X 25' <br />S.H. <br />13 <br />20X383 <br />181X37a <br />S.H. <br />14 <br />20 X 50 5 <br />18' X 50 <br />S.H. <br />15 <br />20X63 <br />181X622 <br />S.H. <br />16 <br />20 X 72 <br />18 1 X 71 1 <br />S.H. <br />1H2 <br />271/4X26 <br />26X25 <br />S.H. <br />1H3 <br />27 114 X 38 <br />26 x 37 a <br />S.H. <br />1 H4 <br />27 a X 50 8 <br />26 x 50 <br />S.H. <br />1 H5 <br />27 a X 63 <br />26 X 62 1/2 <br />S.H. <br />1116 <br />2714X72 <br />26X711/2 <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 a <br />36 X 37 3/4 <br />S.H. <br />24 <br />37 J X 50 e <br />36 1 X 50 <br />S.H. <br />25 <br />37 J X 63 <br />361 X 62 1/2 <br />S.H. <br />26 <br />37 'X 72 <br />36 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 e <br />52 i X 37 a <br />S.H. <br />34 <br />54 X 50 s <br />52 i X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 2' X 62 i <br />S.H. <br />36 <br />54 X 72 <br />52 2' X 71 z <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 />FIRST FLOOR PLAN-B <br />SCALE: Y4"=1'-0" <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 1-318" 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 flr. 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 <br />R-VALUE / TYPE <br />EXT CONC WALL <br />R-4.1 HIGH PERM <br />EXT FRAME 2 x 4 <br />R-11/R-13 KRAFT FACED <br />EXT FRAME 2 x 6 <br />R-19 KRAFT FACED <br />CONDITIONED CEILING <br />R-30 BLOWN -IN <br />(INSTALL BAFFELS AT SAVE) <br />GARAGE SEPARATION <br />(GARAGE / LIVING) <br />JR-11/13-13 KRAFT FACED <br />ray <br />co <br />d-0 <br />> UJ <br />0 _= C9 <br />CLI a, o <br />co >e <br />�a o <br />en �y o co <br />d <br />e <br />d CD <br />� 3 � <br />io T m r <br />.>"�, <br />= -c �a <br />�» > <br />N a <br />E <br />� o <br />�v <br />N���1`a!!!It}It <br />°f <br />AK <br />G� n <br />µ`r.' <br />-'ice <br />0. <br />�v �� <br />4 <br />w{ <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 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 />0 <br />W v EE <br />a N J <br />o <br />(a V o c0 <br />0 <br />N JnNO� LL <br />NN c` -, � <br />a <br />coLLLL � CL <br />Z rmco a <br />103 o <br />o <br />co (14 <br />W 02 <br />W V) <br />Z LO NZ <br />Z INO U U O <br />W <br />z N i7 <br />o <br />z CO <br />J - <br />- N <br />M <br />U) <br />Un o <br />4-1 <br />(0 W 1 <br />V <br />o <br />LU <br />o <br />I CZ, N <br />N <br />�L <br />U <br />w m <br />.. <br />- 8 <br />mI <br />_ <br />U <br />10 <br />W <br />Z <br />clM <br />Z <br />o S <br />� <br />U_ <br />co o <br />Z o <br />Za <br />� O <br />E U <br />oI <br />oa <br />Fr° to <br />CL <br />�E <br />o <br />o< <br />a=&Z <br />. x <br />oI <br /><o <br />W. <br />IX� <br />�no <br />�< <br />zUZ <br />m J <br />_ <br />om <br />¢w <br />�z <br />B <br />8< <br />gi; <br />W <br />T <br />m <br />¢ <br />G O <br />will <br />ti = <br />�z <br />J = <br />= <br />o <br />w <br />r O <br />tttti <br />v <br />51 <br />a= <br />o 3 <br />J <br />>M <br />a� <br />L <br />T^ <br />C:) <br />o� <br />C Y co <br />U) m <br />N <br />OL <br />co M <br />0 <br />C <br />O <br />00 <br />I 0 <br />N <br />Q M N <br />r <br />E <br />co T- <br />C T <br />o <br />z <br />z <br />� '- <br />E 10 c <br />CIO <br />d <br />o <br />U Q p <br />JOB <br />NO: 23-00506 <br />SCALE : AS NOTED <br />SHEET NO. <br />1.1 <br />
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