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39852 Harvest Creek Ln
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39852 Harvest Creek Ln
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Last modified
2/26/2025 4:45:51 PM
Creation date
2/19/2025 2:42:42 PM
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Building Plans
Street #
39852
Location
Harvest Creek Ln
Contractor
Lennar Homes LLC
Building Plans - Permit #
2017
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D <br />-�- 0 <br />I/x cal NOTE: FINISHED <br />-N u� Q �I WALLS TO BE <br />Ile AHU '� L J I FLUSH. VERIFY IN <br />FIELD. <br />N <br />ILE - --- i K CC D <br />---I- S3 (3) 2x4 #2 SPF w/ S3 <br />FAMILY RM R.A.G. <br />9'-4" CLG. <br />CARPET <br />' <br />23'-8" in T-10" 7'-8" <br />I <br />I <br />I <br />i <br />_ <br />R&S <br />4'-0" <br />1 V-78" <br />6'-10" <br />iv <br />4'-7„ <br />8'-8" N <br />- <br />5068 B.F. <br />j <br />1 <br />OPT. <br />1 <br />I <br />-----______---- <br />- <br />REF.- <br />BEDROOM <br />2 <br />PATIO <br />CAFE <br />�' <br />---- <br />,� <br />F---i <br />I <br />$'-o"CLG. <br />Ci <br />VAULT. CLG. <br />�� <br />- <br />D.W. i <br />00 <br />`D <br />I <br />CARPET <br />O 00 <br />CARPET I <br />cv > <br />U <br />'L <br />_ _ J <br />1B <br />i <br />SI K w/ <br />ISP_ <br />I <br />_' <br />� <br />i <br />21'-2" <br />! <br />2'- <br />' <br />2'- <br />' <br />10'-4" <br />- <br />- <br />i� <br />� <br />� <br />DTI <br />E <br />NP <br />6� <br />, <br />NTRY <br />l <br />a. <br />G) <br />�'�wF <br />W <br />T <br />L <br />O <br />,6,AC <br />� <br />3fi <br />' <br />-- <br />S6T11 <br />' <br />r <br />PA]Ill <br />i� <br />- <br />- - - - <br />O <br />---T <br />� <br />16" DP <br />H.B. <br />25-SH <br />EGRESS <br />O <br />A <br />S3 <br />DTT2Z @ BASE S3 <br />I� <br />CL . <br />10'-1 g" <br />I <br />-HDR AT 74" - <br />2668 �cD <br />14'-6" <br />0 <br />BEDROOM 3 <br />8'-0" CLG. <br />CARPET <br />10'-41' <br />15'-10" <br />w <br />I� <br />m <br />I <br />o0 <br />I <br />� <br />I <br />25-SH <br />EGRESS <br />O <br />TYP <br />K GARAGE <br />I S4 OPENING <br />I <br />I <br />I <br />I <br />I <br />1 <br />nemx��nran�womnwm <br />4068 B.F. <br />� �BEDROOM �r <br />CARPET <br />/ FIBERGLASS <br />SURROUND C� <br />19'-6" <br />TYP @ 1 <br />STORY <br />A <br />S3 <br />fib <br />v <br />0 <br />0 <br />HEADER SCHEDULE <br />MARK <br />HEADER SIZE <br />REMARKS <br />H 1 <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) - 1 314" 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 />20 X 26 <br />18 J X 25 <br />S.H. <br />13 <br />20X38J <br />184X37i <br />S.H. <br />14 <br />20 X 501 <br />18 4 X 50 <br />S.H. <br />15 <br />20 X 63 <br />18 -1 X 62 <br />S, H. <br />16 <br />20 X 72 <br />18 1 X 71 <br />S.H. <br />111-12 <br />271/4X26 <br />26X25 <br />S.H. <br />i H3 <br />27 1/4 X 38 <br />26 x 3711 <br />S.H. <br />1H4 <br />27JX50i <br />26x50 <br />S.H. <br />11-15 <br />27aX63 <br />26X621/2 <br />S.H. <br />11-16 <br />27JX72 <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 J <br />36 4 X 37 3/4 <br />S.H. <br />24 <br />37 J X 50 J <br />36 4 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 />37JX72 <br />362X71112 <br />S.H. <br />DOUBLE 2 WIDE <br />75" TALL <br />73 z WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 J X 25 i <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 J X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 4 X 62 4 <br />S.H. <br />36 <br />54 X 72 <br />52 J X 714 <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 />aTIE WALLS TOGETHER BY ROTATING <br />BLOCKS EVERY OTHER COURSE <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 Table 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 />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 />AO <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 />�E <br />+26.6 / -29.1 <br />OF <br />+26.6 / -33.5 <br />GO <br />SEE SN SHEET OH SEE SN SHEET <br />140 MPH Aiiiiii <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 />+29.7 / -39.7 <br />WALL LEGEND <br />MASONRY HGT. @ 8'-0" A.F.F. <br />TYP. 2x FRAME WALL <br />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 "A1" (TRA) I <br />1ST FLOOR LIVING AREA <br />LIVING TOTAL <br />GARAGE <br />FRONT ENTRY <br />TOTALAREA <br />1936 <br />1936 <br />416 <br />20 <br />2372 I <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 />FLOOR PLAN ELEV-Al <br />EXT FRAME 2 x <br />R-1KRAFT FACED <br />CONDITIONED CEILING <br />R-30 BLOWN -IN <br />(INSTALL BAFFELS AT EAVE) <br />SCALE: %4'=1-O�r <br />GARAGE SEPARATION <br />(GARAGE / LIVING) <br />R-11/R-13 KRAFT FACED <br />N <br />0 <br />N <br />CV <br />N <br />co <br />0 <br />P .. k0 -le <br />SF••'•6�`� <br />Nol'�%8750 <br />�•' <br />OF �441 <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 An Edition. 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