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39793 Harvest Creek Ln
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39793 Harvest Creek Ln
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Last modified
2/26/2025 3:52:31 PM
Creation date
2/19/2025 2:40:36 PM
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Building Plans
Street #
39793
Location
Harvest Creek Ln
Contractor
Lennar Homes LLC
Building Plans - Permit #
1465
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D <br />a <br />I <br />PT. <br />TYP @ 1 STORY <br />TO <br />I I I <br />G <br />(3) 2x4 #2 SP <br />ERG <br />SURROU <br />SS <br />O I I <br />N <br />DTT2Z @BA <br />ANSONcv60"x36" <br />BOX 36" <br />--__- <br />I I I <br />M <br />SHO WER <br />@ <br />ZDRYER <br />I I I <br />- - <br />' <br />-- <br />A.F.F. <br />_ <br />K rn I H I I <br />I -i <br />-_ <br />1 <br />I <br />VENT <br />S3 j I > <br />2 <br />68 <br />li <br />THRU ROOF <br />OF SLAB 2" I I <br />OrX30I I <br />II <br />BDGE <br />EYOND WALL <br />=II <br />1 <br />- <br />_W <br />17-8 <br />2668 '-8' <br />7Oul <br />co <br />20'-0I " <br />w <br />I °P <br />N <br />I <br />_ <br />-; -• <br />- �� <br />05 <br />2 CAR GARAGE <br />I I I <br />- <br />0— A <br />t <br />G <br />OWNER S SUITE <br />I <br />II <br />W. I. C. <br />LL <br />8'-0" CLG. <br />I I I <br />8 -0CLG. <br />� <br />0.CL <br />8'-0" CLG.-I, <br />2-6" BUILDER TO <br />III III III <br />CARPET <br />I <br />CARPET <br />PROVIDE <br />I <br />TYP @ <br />I <br />APPLIANCE <br />GARAGE <br />SOPENING <br />0 <br />0 <br />5-SH = <br />----------- <br />WPROTECTION <br />CO WHEN REQUIRED <br />N <br />I I <br />L <br />-` ---- <br />I <br />6"DP°' <br />R&S <br />PER <br />T------ <br />� <br />A H.B.T <br />S3 <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 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 7 114" <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 4 X 25 <br />S.H. <br />13 <br />20 X 38 J <br />18 4 X 37 <br />S.H. <br />14 <br />20 X 501 <br />18 } 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 />184X714 <br />S.H. <br />1 H2 <br />27 1 /4 X 26 <br />26 X 25 } <br />S.H. <br />11-13 <br />271/4X38J <br />26x371 <br />S.H. <br />1 H4 <br />27 J X 501 <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 />1116 <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 J X 37 3/4 <br />S.H. <br />24 <br />37 J X 50 J <br />36 } X 50 <br />S.H. <br />25 <br />37 J X 63 <br />36 4 X 62 1/2 <br />S.H. <br />26 <br />37 J X 72 <br />36 4 X 71 1/2 <br />S.H. <br />DOUBLE 2 WIDE <br />75" TALL <br />73 J WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 J X 25 4 <br />S.H. <br />33 <br />54 X 38 J <br />52 4 X 37 1 <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 />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 />[J]TIE WALLS TOGETHER BY ROTATING <br />BLOCKS EVERY OTHER COURSE <br />FLOOR PLAN - ELEV-Bl <br />SCALE: Y4'=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 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 />(-A+29.7 <br />/ -32.2 <br />© <br />+29.7 / -39.7 <br />OE <br />+26.6 / -29.1 <br />�F <br />+26.6 / -33.5 <br />GO <br />SEE SN SHEET KuSEE 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 />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 11131" (TRB) <br />1ST FLOOR LIVING AREA 1936 <br />LIVING TOTAL 1936 <br />GARAGE 416 <br />FRONT ENTRY 24 <br />TOTAL AREA 2376 <br />INSULATION REQ. <br />LOCATION I 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 EAVE) <br />GARAGE SEPARATION I R-11/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />e��,,\t�111l131�m„lFi.�t <br />C.",P' S <br />'•• <br />,� <br />7j'f'/f/rrd l I Itl1�', �39 <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 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 />r <br />$8 c�pp <br />it <br />C <br />°� a*"a <br />fA <br />(n r r LL W". <br />a Y <br />i aCl <br />c J W 6 <br />� ut <br />Z <br />c m$ <br />W�°�'°' <br />t3 ZD d' O _J <br />Q d <br />Z <br />LLCo <br />0 a <br />N Cl) Z (n p <br />OU U <br />Z <br />_ W <br />❑0❑ <br />C <br />z <br />iV <br />-- <br />CD M <br />CD <br />1 1 <br />lL <br />•U <br />O <br />Jill <br />V) <br />�N <br />C y <br />nr4{5x"t <br />= t <br />Q Y <br />oC <br />o <br />M <br />Z <br />0 <br />w <br />E <br />io <br />of <br />z® <br />E O <br />F- C <br />j <br />h <br />RU <br />❑ , <br />oU <br />Z <br />O <br />N'�o <br />p¢ <br />W <br />a� �z <br />«� <br />mo <br />ro <br />C <br />- C <br />. <br />mY <br />� <br />�r <br />z <br />a� <br />J <br />r7a <br />aw <br />ern <br />CL <br />¢W <br />$ <br />zz <br /><O <br />z <br />N W <br />W <br />c�pp <br />�5 <br />Yo <br />a z <br />L <br />J <br />N <br />W <br />cc <br />CD c <br />O <br />co <br />N <br />LPL <br />Q <br />Y <br />°' <br />O <br />CL <br />m <br />v <br />CO <br />� <br />l <br />r <br />o r <br />v/ <br />N <br />C) <br />I— <br />Lo <br />O <br />rn <br />,— <br />N <br />N <br />"' r <br />0 <br />M <br />Z <br />:3 <br />E O <br />E <br />JOB <br />NO: <br />20-8085 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />1 <br />
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