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39870 Harmon Grove Ct
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39870 Harmon Grove Ct
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Last modified
3/4/2025 4:07:31 PM
Creation date
2/19/2025 10:24:30 AM
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Building Plans
Street #
39870
Location
Harmon Grove Ct
Contractor
Lennar Homes
Building Plans - Permit #
1638
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CLG. <br />CARPET <br />CARPET <br />PATIO <br />E <br />O <br />11 fn \r - <br />- - - - - - - - - - - - - - - - - <br />- - - - - - - - - - - - - - - - - - - <br />- - - - <br />w I I <br />U I <br />I <br />- <br />- 2:1�2SLOPE) I <br />I <br />� <br />9'-0" <br />I <br />T-8" 2'-8" 4'-3" <br />6-10" <br />T-7" <br />1'-5$" <br />I <br />G <br />S3 <br />DR <br />ER VENT <br />- <br /><> <br />TH <br />RU ROOF <br />I <br />I <br />II <br />(4) 2x4 #2 SYP <br />STUDS W/USP G <br />= HTT4@ BASES3 <br />O U? v <br />O N <br />OWNER'S <br />SUITE <br />8'-0" FLAT CLG. <br />CARPET <br />TYP @ 1 STORY <br />(2S3) <br />U) <br />= w <br />) N W <br />I <br />-------R&S ------ <br />1 <br />W.I.C. <br />60 8'-0" FLAT CLG. <br />CARPET <br />r>u <br />AC PAD _ _ <br />LE R&S <br />00 <br />O - - r) <br />N jaw L - - -� <br />i �-- � D.W. � �O � __J_ <br />- -- JL- 24 -J 18 <br />2, L. 2' <br />a ' -2" 9 ,28" SKINK 4 DISP00 <br />- - <br />XtT-C, HE <br />-r = 44" FLIT CLG.' _ - <br />a PANTRY `' TILE <br />=w <br />�30 o LAT CLG.'9 RANGE 9 <br />-TILE-- <br />5-SH --- O 01 <br />--- <br />60" X 36" R&S <br />------- 3---- - <br />SHOWER "N <br />O 8'_34, ih T-84" <br />FIBERGLASS <br />SURROUND <br />4068 B.F. <br />2668 <br />2668 - O . -BAT H-I <br />8'-0" FLAT CLG. <br />- --Tit€ TEI� <br />- BEDROOM 2co <br />--I - 8'-0" FLAT CLG. <br />-- - - O CARPET <br />A4-SH f _ EGRESS <br />-10" <br />�IIIIICIIIIIIIIC)� <br />s p <br />■ .) <br />-- FOY-ER <br />0? <br />! Iry <br />O41 14„ 2 3„„ B <br />- 3068I <br />� I <br />Q <br />n n <br />11 l l <br />h I <br />6' r 868 �Ilg I <br />_74 � <br />� 4 I Ala lQ 1 <br />LA <br />-0" FLAT CL ,_ IL _V_ <br />TILE <br />OPT. D PT. <br />I <br />ENTRY <br />I <br />8'-0" FLAT CLG. <br />I <br />I <br />HANSON BOX @ <br />36" A.F.F. CT <br />FIBERGLASS EDGE OF SLAB 2" zn <br />SURROUND I BEYOND WALL <br />K 2-CAR GARAGE <br />- 5-34„ S3 8'-0" FLAT CLG. <br />- - TB ^ �I <br />8,�, TITLE �-n I _ <br />MIlli <br />00 <br />HAL <br />9'-4" FLAT CLG. <br />,,, CARPET <br />.9. <br />co <br />to <br />rD <br />CV <br />EGRESS <br />25-SH <br />O <br />'BEDROOM <br />8'-0" FLAT CLG. <br />CARPET <br />I <br />r - -1-2*Lx-2'-6'!-x4'-Q'L- <br />W (3) #5'S E.W. <br />I <br />I I <br />I <br />I <br />I <br />I <br />I I <br />I <br />I <br />40681 B.F. <br />EDROO 4 <br />8'-0" FLAT CL <br />CARPET <br />I <br />2'-6" x 2-6" x V-0" <br />W/ (3) #5'S E.W. <br />IN <br />A <br />� OuJ C <br />W M <br />o <br />v <br />1 <br />in <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 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 J X 25 4 <br />S.H. <br />13 <br />20X38J <br />18JX37J <br />S.H. <br />14 <br />20 X 501 <br />18 J X 50 <br />S.H. <br />15 <br />20 X 63 <br />18 } X 62 J <br />S.H. <br />16 <br />20X72 <br />18JX714 <br />S.H. <br />1 H2 <br />27 1/4 X 26 <br />26 X 25 } <br />S. H. <br />11-13 <br />271/4X381 <br />26x371 <br />S.H. <br />1 H4 <br />27 4 X 50 J <br />26 x 50 <br />S.H. <br />1 H5 <br />27 1 X 63 <br />26 X 62 1/2 <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 i <br />36 4 X 37 3/4 <br />S. H. <br />24 <br />37 J X 50 1 <br />36 } 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 />37 J X 72 <br />36 } X 71 1/2 <br />S. H. <br />DOUBLE 2 WIDE <br />75" TALL <br />73 4 WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 J X 25 } <br />S. H. <br />33 <br />54 X 381 <br />52 } X 371 <br />S. H. <br />34 <br />54 X 501 <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 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.N. <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 />�E <br />+26.6 I -29.1 <br />OF <br />+26.6 / -33.5 <br />GO <br />SEE SN SHEET �H 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 <br />1ST FLOOR LIVING AREA 1817 <br />LIVING TOTAL 1817 <br />GARAGE 427 <br />FRONT ENTRY 32 <br />TOTALAREA <br />2276 <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 6 <br />R- 19 KRAFT FACED <br />CONDITIONED CEILING <br />R-30 BLOWN -IN <br />(INSTALL BAFFELS AT EAVE) <br />SCALE: 1/4"=1 r-Ors <br />GARAGE SEPARATION <br />(GARAGE / LIVING) <br />R-11/R-13 KRAFT FACED <br />\\\ .......... %'f <br />\ i � <br />J <br />U <br />CM <br />Z <br />zz <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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