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39889 Harmon Grove Ct
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39889 Harmon Grove Ct
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Last modified
3/21/2025 4:49:28 AM
Creation date
2/25/2025 9:45:42 AM
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Building Plans
Street #
39889
Location
Harmon Grove Ct
Contractor
Lennar Homes LLC
Building Plans - Permit #
1752
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I °oo <br />to_ <br />- I <br />- <br />CARPET <br />8'-0" CLG. <br />�l 8'-0"CLG. <br />=U <br />9W Oq <br />o <br />I <br />00 <br />-' <br />0 CARPET <br />O oo I <br />C <br />_ <br />iv > <br />U <br />j = I <br />b <br />CARPET <br />I r8'=Ci" CLG. - <br />IILE 2 7 <br />CARPET <br />C7 <br />Mc7 <br />w <br />SINK ISP <br />rn <br />i <br />LUC)i <br />21'-2" <br />wl <br />--} _ _ <br />. _ �-�___ -I <br />2 2, <br />_ <br />10'-4" r <br />10'-q" <br />_ _� <br />2'-4' ( 5'-34 <br />i <br />LL:ck <br />00VAULT <br />oo <br />I <br />TILE <br />Cd <br />i oc <br />TYP @ 1 <br />i <br />iv <br />PATY <br />W <br />a <br />STORY <br />RANGi - --- E____ <br />Lu <br />- 8= rnp <br />FL1AT L ,n;D <br />I <br />A <br />I? <br />�i <br />36 38 <br />I <br />FIBERGLASS <br />°� <br />I <br />S3 <br />AC]PAD <br />�i� <br />----- <br />o o : <br />5-SH <br />16" DEEP <br />SURROUND <br />M <br />-� <br />r <br />EGRESS <br />EGRESS <br />H B� <br />OS3 <br />A <br />O <br />15'-1 <br />19'-6" <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 />eH5 <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 />20X26 <br />18JX254 <br />S.H. <br />13 <br />20 X 38 J <br />18 4 X 37 J <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 J X 62 J <br />S.H. <br />16 <br />20 X 72 <br />18 J X 714 <br />S.H. <br />11-12 <br />27 1/4 X 26 <br />26 X 25 J <br />S.H. <br />1H3 <br />271/4X38J <br />26x371 <br />S.H. <br />1 H4 <br />27 J X 501 <br />26 x 50 <br />S.H. <br />1H5 <br />27JX63 <br />26X621/2 <br />S.H. <br />1 H6 <br />27 J X 72 <br />26 X 71 1/2 <br />S.H. <br />22 <br />37 J X 26 <br />36 } X 25 1/2 <br />S.H. <br />23 <br />37 J X 381J <br />36 } 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 J 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 � X 25 � <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 } X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 4 X 62 J <br />S.H. <br />36 <br />54 X 72 <br />52 } 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 />FLOOR PLAN - ELEV-Al <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 />© <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 />OG <br />SEE SN SHEET OH 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 />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 <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-19 KRAFT FACED <br />CONDITIONED CEILING <br />(INSTALL BAFFELS AT EAVE) <br />GARAGE SEPARATION I R-11/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />N <br />0 <br />♦`+�`'�,,1LEbbk11.0o o <br />co • pE7a750 <br />No <br />;* <br />- <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 Florida Building Code - <br />Residential 7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />W <br />W <br />ti <br />0 v E r- <br />cp it <br />Q <br />r <br />O N � <br />FA C <br />c0 N 0) W <br />� ik LL <br />W <br />Qaj <br />U35F- � LLWa <br />rNiC) N Y <br />J LL LL ti <br />0 <br />, 0 0 <br />o <br />O O W <br />C� 0 _J <br />W <br />ILL <br />inrn ¢ Q <br />a <br />L a <br />N <br />O U_5 N <br />Z <br />W <br />U <br />❑❑❑ <br />z N � <br />z <br />z <br />tl N <br />V) <br />z <br />U € <br />� <br />Q A <br />U <br />-� <br />O <br />N <br />w <br />C <br />'w <br />F- - E <br />t 8 <br />• <br />c <br />Q Y <br />_ <br />S <br />CD, <br />M <br />a <br />w <br />o <br />ZZZ <br />EU <br />wg <br />�� <br />� <br />=o <br />Q <br />Ov <br />- <br />oa <br />,XO=1 <br />p <br />of <br />N <br />8- Z <br />¢W <br />wm� <br />ro <br />C <br />C <br />doZ <br />o <br />�i3 <br />r p <br />Zu <br />>Z <br />z <br />J <br />zZ <br />nn- <br />to <br />�b <br />o< <br />Z <br />50 <br />W <br />N <br />U <br />w¢ <br />Nz <br />!1E� <br />� <br />m� <br />wI� <br />r� <br />o <br />a <br />iY <br />za <br />U3 <br />O <br />= <br />� L <br />ci <br />L <br />W <br />� <br />o <br />U <br />Q <br />o <br />C m <br />o <br />r <br />`m o <br />O <br />2 04 <br />r <br />O <br />= <br />00 ML(') <br />00 N <br />T- <br />T <br />6 <br />LO <br />N <br />C,)Z <br />cc <br />z <br />E O <br />y <br />m <br />C <br />a <br />E <br />0 _ <br />v :3 <br />¢ o <br />c <br />JOB <br />NO: <br />21-2032 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />1 <br />
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