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39982 Harmon Grove Ct
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39982 Harmon Grove Ct
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Last modified
3/21/2025 8:08:00 AM
Creation date
2/27/2025 11:16:40 AM
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Building Plans
Street #
39982
Location
Harmon Grove Ct
Contractor
Lennar Homes
Building Plans - Permit #
2151
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19li <br />A <br />S3 <br />65'-0" <br />I I 5-SH ---- R&S ---- BUILDER TO 1----------- T <br />O36 36O 6"DPr N PROVIDE I I <br />LINEN 0 APPLIANCE I I I K TYP <br />p PROTECTION I I S4 GARAGE <br />, WHEN REQUIRED I I I OPENING <br />■ OWNER'S SUITE TB _ O. BAT W. I.C. 2`6" PER FBC I I I I <br />I I I <br />8'-0"CLG. 8'-0" CLG. 8'-0" CLG. a I I <br />OM_ <br />I N <br />TILE <br />CARPET oCARPET , 2 CAR GARAGE <br />cCa� 00 8'-0" CLG. 20'-0 <br />„ III I IIlI <br />/8u617'-T-8" <br />u6� 2668rr <br />w 5'-318z 3 Oo286$ HANSON <br />III <br />I I <br />L <br />BOX @ 36" EDGE OF SLAB 2" 1 1 0 I I o <br />A.F.F. BEYOND WALLc 1 O = I I I <br />60"x36" N DRYER VENT S3 I I <br />SHOWER THRU ROO I > I I <br />3 2x4 #2 SPF w/ SS v T O <br />--00 G M� &SX00S3 O XDTT2Z @ BASE D `D 11 <br />TP I/ l l I I <br />TYP @ 1 STORY <br />5'-118 I 4'-0" PT. W OPT. D I I I I <br />A I/x cal NOTE: FINISHED I I <br />r; A LAU N .N �� QI 1C7 WALLS TO BE I I <br />C' AHU r` I FLUSH. VERIFY IN I I <br />F I io 8'-0" CLG. I I FIELD. I I <br />h� TILE <br />`k K CC D 1 60 <br />�� S3 (3) 2x4 #2 SPF w/ S3 S3 <br />,L L28 38 DTT2Z @ BASE <br />o = I R.A.G. - o <br />FAMILY RM <br />t`C M 2:12 VAULTED CLG. j 9'-4"CLG. <br />N CARPET FOYER <br />74- <br />23'-8"��,� I ENTRY <br />3' 10" T-8" 10'-10$" TILE 5 6„ 78 <br />8 -0" CLG. <br />I I <br />-HDR AT 7'-4'_ <br />------- <br />_ _ r----- R&S <br />i\-------R&S------ F 2668co 2668 •- ---- N <br />4'-0" 11'-78" 6'-10" `�l 4'-7" 8'-8" '� 5'-4" `� 14'-6" 5'-4" �' `� 7'-6" <br />I I in <br />1 5068 B.F. 4068 B.F. <br />OPT. I <br />----------------- ---- REF. - Q °o �� z �, �', I <br />o _ BEDROOM 2 N =� Z I� 8 <br />PATIO CAFE ---- `�`° - _ W -- • . I . • 8'-o"cLG. BEDROOM 3 - J BEDROOM 4 _ <br />CARPET 8 -0 CLG. BATH 8 -0 CLG. <br />VAULT. CLG. � I D.W. °O ° I I u6m <br />00 CARPET r Q 3L _ 2� _ 6 3 1 b� CARPET I 8'-0" CLG. ~ CARPET Mc7O 771 <br />;n O I > U SINKw/DISP j I TILE 2" C7 w <br />O <br />01. i' 21'-2" 2'_2" 2' " 10'-4" 10' 42' 2'-4' I 5'-3 11'-0" <br />01 <br />MINT VAULT. CLG. - O li I Ca TP I 00 <br />in cb m 0Y b> <br />■ 16o TILE CN '��6PANTRY a 00 TB TYP @ 1 <br />RANGE `\' 8' 0" �o r i STORY <br />FLAT CLG. �_ A <br />' 36 io 1 FIBERGLASS I <br />c 36 <br />5-SH r SURROUND o M S3 <br />i I 16" DEEP <br />111111 U111 IN -III loll- R I I I I I I 11 llllwlllll777=1"llillmllllllllllllillim 1.14 1111111 W 1111111 777`�Q <br />HB EGRESS EGRESS <br />O tS3 O <br />15-10" <br />im <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 />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 <br />18 4 X 37 <br />S.H. <br />14 <br />20 X 50 <br />18 4 X 50 <br />S.H. <br />15 <br />20 X 63 <br />18 J X 62 1 <br />S.H. <br />16 <br />20X72 <br />184X714 <br />S.H. <br />1H2 <br />271/4X26 <br />26X254 <br />S.H. <br />1H3 <br />271/4X38 <br />26x37 <br />S.H. <br />1 H4 <br />27 J X 50 J <br />26 x 50 <br />S.H. <br />11-15 <br />277X63 <br />26X621/2 <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 J <br />36 4 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 4 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 />73J WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 J X 25 4 <br />S.H. <br />33 <br />54 X 381 <br />52 4 X 37 4 <br />S.H. <br />34 <br />54 X 50 J <br />52 } X 50 <br />S.H. <br />35 <br />54 X 63 <br />5271 X 62 <br />S.H. <br />36 <br />54 X 72 <br />52 J X 71 } <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 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 flr. 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 />DE <br />+26.6 / -29.1 <br />OF <br />+26.6 / -33.5 <br />G <br />SEE SN SHEET OH SEE SIN SHEET <br />ffim <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 />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) <br />1ST FLOOR LIVING AREA 1936 <br />LIVING TOTAL 1936 <br />GARAGE 416 <br />FRONT ENTRY 20 <br />TOTAL AREA 2372 <br />INSULATION REQ. <br />LOCATION R-VALUE / TYPE <br />EXT CONIC WALL R-4.1 HIGH PERM <br />EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED <br />FLOOR PLAN - ELEV-A EXT FRAME 2 x 6 R-1KRAFT FACED <br />CONDITIONED CEILING R-30 BLOWN -IN <br />(INSTALL BAFFELS AT EAVE) <br />GARAGE SEPARATION R-11/R-13 KRAFT FACED <br />SCALE: Y4"=1 r-0rf (GARAGE / LIVING) <br />'• <br />(�0 <br />J <G <br />FLO <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained <br />within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residential 7th Edition. 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