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39760 Harmon Grove Ct
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39760 Harmon Grove Ct
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Last modified
3/20/2025 11:05:38 PM
Creation date
2/25/2025 9:44:45 AM
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Building Plans
Street #
39760
Location
Harmon Grove Ct
Contractor
Lennar Homes LLC
Building Plans - Permit #
865
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LI <br />O <br />TYP @ 1 STORY <br />43) <br />A <br />S3 <br />X <br />OWNER'S SUITE lB - _- <br />8'-0" CLG. co i <br />CARPET <br />YFE <br />i-00 <br />TI <br />I :l "'11 <br />-- <br />60"x36" <br />N SHOWE <br />S3 1 (3) 2x4 #2 SPF w/ FIBERGL SS <br />DTT2Z @ BASE URROU D <br />5'-11 z I I I 1 a'-n" <br />~I <br />C7 <br />I <br />2:12 VAULTED CLG. <br />io <br />I <br />I <br />I <br />I I <br />I <br />FAMILY RM <br />9'-4" CLG. <br />CARPET <br />23'-8" <br />65'-0" <br />5-SHR&S <br />----------- <br />° 6" DPr <br />R.A.G. <br />11 <br />W.I.C. <br />8'-0" CLG.T� <br />' <br />CARPET <br />I <br />ICa <br />I <br />7-8" <br />2668 <br />I <br />HANSON <br />I <br />BOX @ 36" <br />A.F.F. <br />DRYER VENT <br />THRU ROOF-, <br />iC7 <br />R&S <br />4'-0" 1 V-78 1 6'-10" Fv 4 7 8. 8 iv <br />I <br />1 I 5068 B.F. <br />OPT. <br />I I ------- ------ RE <br />-- F.I- <br />---------- - rt BEDROOM 2 <br />PATIO CAFE F------------] _ <br />- - - o I .. 8'-0" CLG. <br />VAULT CLG �' ~ o o CO I CARPET <br />i D.W.IOO �10 <br />c6 CARPET r Q _j3L _ 11 - J 18 .3 <br />O 00 to <br />I N> U SI K w/ DISP -- <br />LO i' 21'-2 L. 2'-2" J 2' " 10'4" <br />�TILE _ J <br />00N4NT UY wAT CLG. ,n= <br />AC PAD i� ----- -- ---i3 5-SH T <br />i I O O 16" DEEP <br />25-SH <br />H B EGRESS <br />O <br />29'-8" <br />BUILDER TO <br />CO PROVIDE <br />W.H. �' <br />APPLIANCE <br />01 <br />PROTECTION <br />WHEN REQUIRED <br />PER FBC <br />2 <br />CAR GARAGE <br />8'-0" CLG. . <br />20'-0< <br />'-EDGE OF SLAB 2" <br />BEYOND WALL <br />K <br />DS3 <br />I 11 I <br />I 11 I <br />I 1 1 I <br />I I X �O- <br />II a (A <br />L --S <br />K <br />33 (3) 2x4 #2 SPF w/ <br />DTT2Z @ BASE - <br />lit <br />�1----------- <br />I <br />I <br />I <br />I) <br />I <br />I <br />I <br />I <br />I <br />II <br />I 0O <br />O <br />I o <br />II Q <br />I a <br />I 0 <br />I <br />it X <br />I co <br />I <br />I <br />I <br />II <br />NOTE: FINISHED <br />WALLS TO BE <br />FLUSH. VERIFY IN <br />I I FIELD. <br />E cc <br />S3 1�S3� G.T. _ <br />V-7 <br />3" <br />V-4„ <br />1 <br />K TYP @ <br />S4 GARAGE <br />OPENING <br />•; <br />♦ <br />ENTRY <br />: 1 <br />HDR AT <br />•.: <br />•.: <br />II 1.' B.F. <br />II <br />80M <br />BEDROOM <br />' <br />r <br />, <br />1 <br />•r <br />1 <br />CARPET <br />CAIPET <br />♦ <br />25-SH <br />EGRESS <br />A <br />33 O <br />C'? w <br />MO O <br />TYP @ 1 <br />STORY <br />A <br />S3 <br />is <br />9 <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=2600 PSI <br />H6 <br />(2) - 1 3/4" X 9 1/4" <br />LVL 2.0E Fb=2600 PSI <br />H7 <br />(2) - 1 3/4" X 16" <br />LVL 2.0E Fb=2600 PSI <br />H8 <br />(2) - 1 3/4" X 7 1/4" <br />LVL 2.0E Fb=2600 PSI <br />(2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for <br />R.A.G. FLITCH PLATE 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 />18JX37i <br />S.H. <br />14 <br />20 X 50 j <br />18 j X 50 <br />S.H. <br />15 <br />20 X 63 <br />18 4 X 62 j <br />S.H. <br />16 <br />20X72 <br />18JX71j <br />S.H. <br />1 H2 <br />27 1/4 X 26 <br />26 X 25 <br />S.H. <br />1 H3 <br />27 114 X 38 <br />26 x 371 <br />S.H. <br />11-14 <br />27JX50i <br />26x50 <br />S.H. <br />1 H5 <br />27 J X 63 <br />26 X 62 1/2 <br />S.H. <br />11-16 <br />274X72 <br />26X711/2 <br />S.H. <br />22 <br />371 X 26 <br />36 J X 25 1/2 <br />S.H. <br />23 <br />37 1 X 38 <br />36 j X 37 3/4 <br />S.H. <br />24 <br />37 j X 50 <br />36 j 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 />37jX72 <br />364X711/2 <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 i <br />S.H. <br />33 <br />54 X 38 j <br />52 J X 37 i <br />S.H. <br />34 <br />54 X 50 j <br />52 J X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 4 X 62 i <br />S.H. <br />36 <br />54 X 72 <br />52 4 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. Openings from a private garage <br />directly into a room used for sleeping purposes shall not be <br />permitted. Door between garage and residence shall be equipped <br />with solid doors not less than 1 3/8" in thickness, solid or <br />honeycomb -core steel doors not less than 1 3/8" thick, or <br />20-minute fire -rated doors. <br />R302.5.2 Duct Penetration. Ducts in the garage and ducts <br />penetrating the walls or ceilings separating the dwelling from the <br />garage shall be constructed of a minimum No. 26 gage (0.48 mm) <br />sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl <br />duct board, or other approved material and shall have no openings <br />into the garage. <br />R302.5.3 Other Penetrations. Penetrations through the separation <br />required in Section R302.6 shall be protected as required by <br />section R302.11, Item 4. <br />R302.6 Dwelling/Garage Fire Separation. <br />The garage shall be separated from the dwelling as per the <br />following: <br />• From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or <br />equivalent applied to garage side. <br />• From Habitable Rooms Above Garage - Not Less than 5/8" <br />Type-X Gyp. Bd. or equivalent. <br />• Structure(s) Supporting Floor/Ceiling Assemblies - Not Less <br />than 1/2" Gyp. Bd. or equivalent. <br />• Garages Located Less Than 3 Feet From Dwelling On The <br />Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied <br />to the interior side of exterior walls that are within this area. <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, Section R4501.17.1.9 <br />All doors and windows providing direct access from the home to <br />the pool shall be equipped with an exit alarm complying with UL <br />2017 that has a minimum sound pressure rating of 85 db at 10 <br />feet. Any deactivation switch shall be located at least 54 inches <br />above the threshold of the access. Separate alarms are not <br />required for each door or window if sensors wired to a central <br />alarm sound when contact is broken at any opening. <br />M1507.2 Recirculation of Air, <br />Exhaust air form Bathrooms and toilet rooms shall not be <br />recirculated within a residence or to another dwelling unit and shall <br />be exhausted directly to the outdoors. Exhaust air from bathrooms <br />and toilet rooms shall not discharge into an attic , crawl space or <br />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 / -30.8 <br />0 <br />+29.7 / -39.2 <br />© <br />+28.3 / -30.8 <br />�D <br />+28.3 / -36.4 <br />OE <br />+26.6 / -28.0 <br />OF <br />+26.6 / -32.2 <br />SEE SN SHEET O SEE SN SHEET <br />'� 40 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 />+34.0 / -44.8 <br />WALL LEGEND <br />11111111111 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 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 R-VALUE / TYPE <br />EXT CONC WALL R-4.1 HIGH PERM <br />EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED <br />FLOOR PLAN ELEV-B1 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: %4"=1 r-0" (GARAGE / LIVING) <br />its„?9ald�i;•iE71®rrsr <br />� .. <br />J <br />e <br />••. F � o <br />�, <br />e•°� <br />0"_ <br />O 3 <br />r 1 <br />11gy. <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Residential 6th 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 />l- <br />Q <br />C40 EE OD <br />8 N N r- <br />O <br />V <br />O �p <br />w N m m <br />O <br />y J <br />'a <br />ai <br />U- J a <br />rn r LL <br />M M N <br />Q <br />aj W <br />��ii a a <br />O <br />Z <br />m e O K <br />Y�o� m 0 <br />W <br />m <br />o rn00 <br />W <br />rn J o a <br />Z <br />.jLL <br />O <br />N M U O J <br />a <br />z <br />Q <br />ov ❑❑❑ <br />LU <br />O <br />CDM� <br />z N <br />0 00 <br />00 <br />z�N <br />O <br />z o � <br />J <br />Q N <br />r` <br />N <br />m <br />z <br />0 0 <br />u <br />+1 <br />C/:) F <br />w a <br />U <br />O <br />�V) <br />g <br />LULn <br />U) <br />ws <br />v <br />J E <br />N O <br />o <br />w <br />M <br />M <br />z <br />� <br />Z <br />=a <br />�0 <br />�o <br />Q� <br />�E <br />OU <br />sLL <br />z <br />Ze <br />❑Co <br />K OU <br />&Q <br />OU <br />oQ <br />O M <br />CV <br />W z <br />o <br />QZ <br />w z <br />¢ <br />L <br />Y <br />m� <br />z° , <br />m <br />Q W <br />ZZ <br />5u <br />1 <br />a <br />z <br />=3 <br />(DCD <br />O0 CC) <br />v <br />w <br />¢ <br />a <br />o� <br />Uri <br />M <br />Q) <br />L <br />1= <br />f6 <br />■ _ <br />0 <br />O <br />U <br />0') <br />N <br />r <br />C <br />> <br />o <br />0 <br />n1 s <br />0 <br />(O <br />W m <br />c <br />I� <br />E <br />r <br />� <br />N <br />c� p <br />r N <br />r <br />0 <br />r <br />� <br />.. <br />E <br />.2 <br />cc <br />Z <br />E2 <br />c <br />� <br />a <br />E .. <br />U _ j <br />ili <br />cc <br />¢ p <br />c <br />JOB <br />NO: <br />20-6227 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />1 <br />
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