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39867 Harmon Grove Ct
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39867 Harmon Grove Ct
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Last modified
3/21/2025 3:51:16 AM
Creation date
2/19/2025 4:10:46 PM
Metadata
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Building Plans
Street #
39867
Location
Harmon Grove Ct
Contractor
Lennar Homes LLC
Building Plans - Permit #
1646
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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 4 <br />S.H. <br />13 <br />20X38J <br />184X37J <br />S.H. <br />14 <br />20 X 50 J <br />18 J X 50 <br />S.H. <br />15 <br />20X63 <br />18JX62J <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 4 <br />S.H. <br />1H3 <br />271/4X38J <br />26x374 <br />S.H. <br />1 H4 <br />27 4 X 50 J <br />26 x 50 <br />S.H. <br />1 H5 <br />27 J X 63 <br />26 X 62 112 <br />S.H. <br />11-16 <br />271X72 <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 i <br />36 } X 37 3/4 <br />S.H. <br />24 <br />37 J X 50 i <br />36 J X 50 <br />S.H. <br />25 <br />37 J X 63 <br />36 X 62 1/2 <br />S.H. <br />26 <br />37 J X 72 <br />36 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 4 X 25 4 <br />S.H. <br />33 <br />54 X 38 J <br />52 4 X 37 J <br />S.H. <br />34 <br />54 X 501 <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 />521 X 71 J <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 />TIE 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 ni sheet steel, 1 inch minimum rigid <br />nonmetallic class 0 or classi 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 ni 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 />ni 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 />OA <br />+29.7 / -32.2 <br />Q. <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 />Qu <br />aun"" <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. @ &-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 "B1" (TRB) <br />1ST FLOOR LIVING AREA 1936 <br />LIVING TOTAL 1936 <br />GARAGE 416 <br />FRONT ENTRY 24 <br />TOTAL AREA 2376 <br />FLOOR PLAN ELEV-Bl <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-1KRAFT FACED <br />CONDITIONED CEILING <br />R-30 BLOWN -IN <br />(INSTALL BAFFELS AT EAVE) <br />1� <br />SCALE: 14 "=1 r-Ors <br />GARAGE SEPARATION <br />(GARAGE / LIVING) <br />R-11/R-13 KRAFT FACED <br />I <br />O <br />�s JW. j <br />S�t�rw� <br />o <br />Ov <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 Cade - <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 />tlf <br />a <br />10 <br />o E 00 <br />o co 8 r sc <br />N J <br />(0 0 <br />N � LL <br />W N se LL Lu <br />di <br />N <br />r- r LL W a- <br />NO a he <br />LL LL nLLJ <br />103 <br />J - W 0 <br />o <br />7 -z' (V <br />.�Cz¢QQ <br />E <br />IL <br />a <br />N M Z W y O <br />Z <br />OU U <br />W <br />❑ ❑ ❑ <br />z N M <br />0 0 <br /><�to <br />N <br />O <br />z o <br />Q v. <br />J <br />Nn <br />N <br />M <br />z <br />� <br />W <br />o <br />LU <br />U <br />O <br />ra., g <br />c w <br />U <br />W J <br />- E <br />= 5 <br />N <br />I� <br />o <br />w <br />CO <br />M <br />o <br />Z <br />LL_ <br />E <br />w <br />oo <br />zry <br /><R <br />Q <br />(a <br />�° <br />zo <br />00 <br />O E <br />°< <br />ao <br />O <br />g� <br />�z <br />N� <br />i <br />¢o <br />Ww <br />�� <br />rp <br />1_y <br />_ <br />¢o <br />U <br />ym <br />m0 <br />O <br />OL <br />Z <br />QW <br />C, <br />� z�y <br />Z <br />go <br />Q > <br />�< <br />a <br />nw <br />W <br />U <br />a° <br />a Z <br />l�CD <br />O <br />CID <br />v <br />u <br />za <br />dr <br />°3 <br />O <br />CD <br />N <br />m <br />2 <br />L <br />� <br />o <br />CM <br />•> <br />Y <br />' <br />O <br />m <br />O <br />'^ <br />�i�/ <br />nC <br />�✓ <br />O <br />�./ <br />E e- <br />M <br />r <br />N <br />� <br />T <br />T_ <br />T <br />r <br />T <br />00 <br />E <br />c <br />M <br />o <br />m <br />z <br />E O <br />N <br />a <br />m <br />c <br />a <br />UE o <br />_J <br />_0 i3 <br />Q p <br />c <br />aci <br />_J <br />JOB <br />NO: <br />21-1077 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />1 <br />
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