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36560 Garden Wall Way
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Last modified
3/24/2025 2:01:37 PM
Creation date
2/19/2025 12:44:30 PM
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Building Plans
Street #
36560
Location
Garden Wall Way
Contractor
Lennar Homes LLC
Building Plans - Permit #
9817
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I 8'-0" FLAT CLG. <br />AC PAD c z <br />CARPETCARPET <br />- - <br />--------- -- --- --- 4-SH I I 1 <br />T EGRESS EGRESS <br />25-SH 25-SH VERIFY METER H.B. <br />i3:)O �q LOCATION WITH 3'-0" BUILDER <br />30'-10" <br />20'-8" <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 />e <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 />WINDOW SCHEDULE <br />SIZE <br />R.O. CMU <br />(Flange) <br />R.O. FRAME <br />(Fin) <br />TYPE <br />12 <br />20X26 <br />18 X25 <br />S.H. <br />13 <br />20X381 <br />182X371 <br />S.H. <br />14 <br />20 X 50 <br />18 z X 50 <br />S. H. <br />15 <br />20 X 63 <br />18 J X 62 4 <br />S. H. <br />16 <br />20X72 <br />18,X717 <br />S.H. <br />11-12 <br />271/4X26 <br />26X254 <br />S.H. <br />11-13 <br />271/4X381 <br />2 6 x 3 7 1 <br />S.H. <br />11-14 <br />27JX50i <br />26x50 <br />S.H. <br />11-15 <br />27-1X63 <br />26X621/2 <br />S.H. <br />11-16 <br />274'X72 <br />26X711/2 <br />S.H. <br />22 <br />374X26 <br />361X251/2 <br />S.H. <br />23 <br />37 �4 X 38 � <br />36 � X 37 3/4 <br />S. H. <br />24 <br />37 J X 50 i <br />36 4 X 50 <br />S.H. <br />25 <br />37JX63 <br />36JX621/2 <br />S.H. <br />26 <br />374X72 <br />3671X71112 <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 J <br />52 4 X 37 J <br />S.H. <br />34 <br />54 X 50 J <br />52 4 X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 J X 62 J <br />S.H. <br />36 <br />54X72 <br />52JX712 <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 />FLOOR PLAN <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 />OPENING PRESSURES <br />ENCLOSED-EXPOSURE"C" <br />QA <br />+29.7 / -32.2 <br />© <br />+29.7 / -39.7 <br />© <br />+28.3 / -30.8 <br />OD <br />+28.3 / -37.0 <br />OE <br />+26.6 / -29.1 <br />OF <br />+26.6 / -33.5 <br />�G <br />SEE SN SHEET HO 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 />WALL LEGEND <br />MASONRY HGT. @ 8'-0" A.F.F. <br />TYP. 2x FRAME WALL <br />INTERIOR BEARING WALL <br />INTERIOR BEARING WALLS NOTED "FLOOR BEARING <br />ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND <br />REQUIRES NO UPLIFT CONNECTORS TO FLOOR <br />SYSTEM <br />AREA TABULATION - Al <br />1ST FLOOR LIVING AREA <br />LIVING TOTAL <br />GARAGE <br />FRONT ENTRY <br />TOTALAREA <br />PATIO <br />1817 I <br />1817 <br />427 <br />32 <br />2276 <br />23 <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 />ELEV-Al CONDITIONED CEILING R-30 BLOWN -IN <br />(INSTALL BAFFELS AT EAVE) <br />GARAGE SEPARATION R-11/13-13 KRAFT FACED <br />SCALE: %4"=1 '-0° (GARAGE / LIVING) <br />CIQ <br />AO <br />c <br />cV <br />- > w <br />® <br />C n <br />fl <br />r v <br />LA - <br />Cc <br />In N C <br />car <br />Q CV Y' <br />3= � <br />,W CL <br />A.r� <br />CD <br />to Q- a <br />= E., <br />Cc G <br />� v <br />aa�0 <br />SE= <br />• <br />CSw <br />N <br />a <br />O <br />E 0. <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 />Florida Building Code - <br />Residential <br />7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />W <br />E <br />0 <br />N p <br />N 6 C: <br />Y c co r.0 <br />'Srn�N �� <br />N <br />rnINtia <br />4 <br />:_J w <br />- -o w a <br />a Y <br />Z <br />a' <br />r m o 5 <br />W <br />= ��m o <br />W <br />Z <br />LN <br />ILW <br />co m <br />CO 0 <br />L N Z Q <br />0 <br />OU 0 <br />Z <br />U) <br />❑1 <br />z N O <br />o 0 <br />Z m N <br />z � � <br />Q <br />W V) <br />N <br />z a <br />/ n C <br />Q) <br />W <br />�J o <br />4-1 <br />CI LL <br />- <br />O-� <br />tJi <br />w o <br />C <br />t71ls <br />U <br />W J <br />H - E <br />L U <br />I <br />zip.. <br />8' <br />m <br />r_ <br />o <br />m0¢ <br />w <br />C7 <br />o <br />z <br />G <br />� <br />LL <br />Q E <br />E_ <br />zo <br />0 <br />o <br />z <br />4 R <br />Z© <br />o a <br />C <br />O E <br />0¢ <br />az <br />UO <br />000 <br />az <br />N <br />wa <br /><z <br />(� <br />(/) <br />z <br />Y <br />m� <br />O <br />0, <br />- a <br />J <br />Nm <br />¢m <br />aw <br />zz <br />(n <br />CAP <br />op <br />Z <br />�° <br />w <br />aE <br />�� <br />o <br />O <br />Jz <br />w� <br />-0 <br />�o <br />aF <br />� <br />o� <br />°- <br />0 <br />F Q <br />= <br />> <br />u! <br />LO <br />ui <br />rn <br />Q <br />F <br />LO <br />CID p <br />cc <br />O <br />r <br />O <br />J <br />Y <br />Y <br />T <br />m <br />U) -2Z <br />co <br />N <br />c <br />LO <br />2 04 <br />N <br />oco N <br />� <br />LO <br />(0 <br />t <br />0e�o 00 <br />T <br />E <br />LO <br />C� <br />o <br />z <br />z <br />E Q <br />� <br />U) <br />c <br />n <br />E <br />U <br />ui <br />Q p <br />JOB <br />NO: <br />22-09410 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />1 <br />
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