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36396 Garden Wall Way
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Last modified
3/4/2025 7:11:40 PM
Creation date
2/18/2025 3:18:56 PM
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Building Plans
Street #
36396
Location
Garden Wall Way
Contractor
Lennar
Building Plans - Permit #
5692
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O. BATH <br />TEMP <br />o OBSC <br />60 0 <br />n <br />00 <br />50 <br />O. BATH <br />BATHROOM 2 KITCHEN <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 />VARIES69 <br />> /MEDICINE <br />CABINET <br />OZ OZ <br />Ih � ih <br />SHWR. SHWR. <br />CURTAIN HEAD <br />ROD 0- <br />24"TOWEL BAR TOWEL BAR <br />ON WALL ABOVE TUB OR SHY <br />TOILET TOWEL BAR - <br />ON BATHROOM WALL <br />SHWR. <br />o ®® - <br />eo _ VALVES <br />TOILET tO SOAP <br />PAPER ° DISH <br />HOLDER 9 <br />N TUB <br />FIN. FLR. <br />BATHROOMS, SHOWERS AND TUBS <br />v <br />io 1 0 <br />DOUBLE <br />RODS <br />in <br />SINGLE <br />ROD <br />VARIES PER <br />FLR. PLAN <br />TYPICAL HEADER HGT. <br />KITCHEN <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 />O <br />BRACKET 36" H BASE <br />FINISHED CABINETS- <br />COUNTER TOP 30" H BASE <br />9 <br />OD <br />CABINETS - <br />A, <br />4 <br />o <br />LL <br />a <br />T•2" <br />a <br />ih <br />O <br />m <br />io <br />2x <br />FRAMING a <br />n Y <br />1/2" GYP iv iv <br />BOARD <br />CLOSETS / LAUNDRY SHELVING ISLAND COUNTER CABINET BLOCKING <br />1 <br />1'-4"X1'-4" "L" <br />SHAPE CMU <br />COLUMN <br />10'-0' <br />1'-4" 74" <br />1'-4" <br />i� <br />--------------- <br />LANAI <br />8'-8" FLAT CLG. A.F.F. <br />0 <br />6-0" 10'.4' <br />9'-8" <br />o <br />ED <br />AC PAD TYP. @ d <br />I <br />I <br />O2-STORY S6 <br />I <br />I <br />I <br />E I <br />35 SH <br />I <br />6068 SGD <br />I <br />HB <br />ALT <br />11 AC PAD I I <br />00 <br />BR-KFST. <br />-- <br />t-------i <br />8'-F '-FLAT CLG.. <br />--- <br />TILE iv <br />DINING <br />= 8'-8" FLAT CLG. -' <br />- -- <br />- - <br />© CARPETLO <br />- -- <br />- <br />CV <br />1 <br />_- - - <br />206$ -- _ <br />0 <br />- - N <br />BF, <br />S6 <br />' <br />_ <br />TYP. @ <br />Ir - - - <br />I <br />00 <br />M <br />°° <br />2-STORY <br />III o 1-6'-6'" <br />- I'-0° <br />N <br />1 <br />10 <br />I IL---1- --- <br />a <br />GREAT RM <br />II ai <br />„" i0 F3-_ <br />LU <br />• <br />I <br />o <br />- 8'-8" FLAT CLG. <br />- CARPET <br />I <br />Z <br />Z <br />I <br />' <br />Y- <br />- <br />M <br />z' M <br />T- _ <br />'+ <br />II - I <br />RI <br />R 8'-8" FLAT CL <br />3. <br />- <br />II <br />_ <br />• <br />. I <br />LL <br />4'-4" 24" 8,-4 <br />W <br />Cr <br />-4„ 1 <br />OT_ 1/2 <br />WALL (3) 2x4 #2 SPF � <br />M <br />I I I - I <br />I I <br />PLUMBING LINE <br />TO SECOND <br />to <br />OR RAILING STUDS W/ (3) <br />I - <br />N <br />PER SPECS 16d NAILS AT <br />- o -- - <br />FLOOR <br />FLOOR G.T. _ _ A E- <br />o <br />• <br />U) <br />M�1 <br />I I I I II I I I i <br />IN V <br />I _ <br />68 as <br />I I I I I 11 I I <br />---UPI <br />12f I J- <br />_ <br />I I I I <br />BF I it $ <br />r- <br />O <br />I- I I I II I I <br />1 1 I I 1151 161 _ 8 :$ T L,IaW CL -- <br />TO ABV. _ �O� <br />f (3) <br />2x4 #2 SPF FLOOR G.T. <br />STUDS WTUSP j- 1i DGE OF SLAB <br />cQ6. SHEAR WALL <br />2" <br />D <br />HTT1]6 @:BASE_, BEYOND WALL <br />WH' <br />TV0" T-3" <br />4'-5" 6'-4" <br />S3 <br />FO I E <br />Q BUILDER TO PROVIDE <br />APPLIANCE PROTECTION <br />. <br />8'-8 FLATICLcc��. <br />C S4 <br />TILE <br />S3 H1 HEN REQUIRED PER FBC <br />it <br />W/ LISP LSTA 8 STRAPS <br />O <br />(CENTERED) EACH SIDE <br />OF WALL TO FLOOR <br />I I 00 <br />U) <br />d <br />I I o <br />_J <br />TRUSS ABOVE @ 16" O.C. <br />S6 <br />I I M <br />u_ <br />I I <br />II <br />Cnml; <br />GARAGE <br />• <br />TYP.@ <br />N <br />I I <br />[- O LU <br />8'-8" FLAT CLG. A.F.F. <br />2-STORY <br />°° <br />°° <br />I ' ENTRY <br />�_J N <br />8'-8" FLAT CLG <br />Z <br />I I AFF <br />II------------------------------ <br />I I <br />r <br />A <br />S3 9 <br />I I <br />I <br />I <br />I <br />I <br />I <br />TYP' @ <br />- - - - - - - - <br />I <br />FLOOR G.T. I <br />SINGLE <br />- - <br />- - - - <br />STORY <br />- - - - - - - - <br />C„ <br />j <br />8"x16" CMU COLUMN j <br />W/ 6"x12" ABOVE I <br />INTERGRATED INTO K I <br />HB <br />12"x12" CMU w/ (4) <br />j <br />WALL W/ (2) #5 TYP S4 j <br />#5 VERTICAL <br />I <br />VERTICAL GARAGE <br />M <br />I♦ <br />- - - - - - - - <br />- - - - - - - <br />- - - - - - - - - - - - - -as <br />16070 OVERHEAD DOOR <br />O <br />OPENING PRESSURES <br />ENCLOSED-EXPOSURE"C" <br />�A <br />+29.7 / -32.2 <br />© <br />+29.7 / -39.7 <br />© <br />+28.3 / -30.8 <br />�D <br />+28.3 / -37.0 <br />�E <br />+26.6 / -29.1 <br />OF <br />+26.6 / -33.5 <br />GC� <br />SEE SN SHEET OH SEE SN SHEET <br />1 tj.Q 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 />20X26 <br />182X252' <br />S.H. <br />13 <br />20X38g <br />182X374 <br />S.H. <br />14 <br />20X5059 <br />182X50 <br />S.H. <br />15 <br />20X63 <br />182X622 <br />S.H. <br />16 <br />20X72 <br />182X712 <br />S.H. <br />1H2 <br />27 1/4 X 26 <br />26 X 25 2 <br />S.H. <br />1 H3 <br />27 114 X 38 <br />26 x 37 a <br />S.H. <br />1 H4 <br />2714 X 50 <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 />1H6 <br />274X72 <br />26X711/2 <br />S.H. <br />22 <br />37 4 X 26 <br />36 2 X 25 1/2 <br />S.H. <br />23 <br />37 4 X 38 J <br />36 2 X 37 3/4 <br />S.H. <br />24 <br />37 4 X 50 <br />36 2 X 50 <br />S.H. <br />25 <br />37 4 X 63 <br />36 2 X 62 1/2 <br />S.H. <br />26 <br />37 4 X 72 <br />36 2 X 71 1/2 <br />S.H. <br />DOUBLE 2 WIDE <br />75" TALL <br />73 2 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 2 X 37 4 <br />S.H. <br />34 <br />54 X 50 J <br />5212 X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 2 X 62 2 <br />S.H. <br />36 <br />54 X 72 <br />52 2 X 71 2 <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 />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 />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 />FIRST FLOOR PLAN-B <br />SCALE: %4"=1'-0'' <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. I <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 LIVING <br />SECOND LIVING <br />728 S.F. <br />1036 S.F. <br />TOTAL LIVING <br />1764 S.F. <br />LANAI <br />60 S.F. <br />GARAGE <br />379 S.F. <br />ENTRY <br />62 S.F. <br />TOTAL SQ. FT. <br />2265 S.F. <br />INSULATION REQ. <br />LOCATION <br />R-VALUE / TYPE <br />EXT CONIC 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 EAVE) <br />GARAGE SEPARATION <br />(GARAGE / LIVING) <br />R-11/R-13 KRAFT FACED <br />C-2 <br />04a <br />ca <br />a <br />C%& <br />c� <br />o, <br />Cra <br />W <br />C3Cn <br />s <br />m N <br />LU <br />o x <br />C.- <br />U_ <br />m o <br />> E c <br />o <br />c �, a <br />3 3 0 <br />0i� cu <br />c o <br />N Q..Tj <br />�E <br />f° o <br />a � <br />r <br />lb �&J <br />4 ;r <br />l- <br />F '� <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 <br />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 />W <br />E <br />LoIa <br />0 <br />IN 6 o <br />00 N 00 <br />0 <br />A, f S x <br />in <br />Q <br />C 7 LL <br />MLLLL LL W <br />� <br />Z <br />Q. <br />a. 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