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39672 Harmon Grove Ct
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39672 Harmon Grove Ct
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Last modified
3/20/2025 6:45:10 PM
Creation date
2/25/2025 9:44:54 AM
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Building Plans
Street #
39672
Location
Harmon Grove Ct
Contractor
Lennar Homes LLC
Building Plans - Permit #
Unknown
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2" <br />1 <br />2" <br />N <br />*NOTE: <br />FOAM TO BE USED <br />ONLY WHEN <br />VARIES <br />^ <br />1 <br />1" RADIUS <br />3 1/2" RADIUS 1/2" <br />CAP <br />RADIUS <br />= <br />� <br />CAP <br />iv <br />CO <br />REQUIRED BY <br />COMMUNITY <br />=,N <br />iv <br />3/4" RADIUS1 <br />i4t <br />oo = <br />CO <br />SPECS. IF NOT, <br />DETAIL TO BE <br />1" 2" OPENING VARIES 2" 2" <br />r <br />1" 111 <br />BUILT W/ STUCCO. <br />1/2" RADIUS <br />iv <br />EDGE OF <br />111=4-VARIESa <br />TIN <br />11_011 <br />1- <br />OPENING <br />_ <br />VARIES <br />1'-4" <br />22" �— <br />VARIES <br />11 A 11 <br />-Y <br />`�' <br />(� <br />VARIES <br />AN <br />r <br />111 1 <br />111 11_011 111 <br />1 1!2" RADIUS <br />4" <br />11 <br />a all <br />Ilk <br />= <br />21/2" DIU <br />= _ <br />LO T <br />Le <br />A' <br />j1'41 <br />µKV- <br />���� <br />VARIES 1 <br />_ <br />11 34" <br />1" 1° <br />1" <br />BASE <br />ra <br />iv <br />BASE <br />T 3" <br />IN <br />2" <br />MIV <br />T11 <br />a <br />11_811 <br />1,-0„ <br />N <br />4" <br />1 �11 <br />*NOTE: <br />VARIES <br />8" 2" <br />3„ <br />FOAM TO BE USED <br />ONLY WHEN _ <br />�4 <br />T <br />REQUIRED BY <br />LZIE <br />1'-6" <br />COMMUNITY <br />SPECS. IF NOT, 1" <br />DETAIL TO BE <br />OPENING VARIES <br />2" <br />= <br />111 11�11 <br />1" <br />ff <br />2" 2" <br />0. <br />BUILT W/ STUCCO. <br />EDGE OF <br />I <br />2 <br />' <br />OPENING_--�Y. <br />q <br />0 <br />1 <br />1-1/2" THICK <br />1-1/2" THICK <br />CV <br />2�, <br />10" 6" L = <br />_V <br />T <br />r <br />N <br />2" 4" 311 <br />2" 211 N <br />w <br />� <br />w <br />� �, <br />i <br />1-1/2" THICK <br />_ <br />_ <br />2'-4" <br />�11 1,-5„ �11 <br />" <br />f2k <br />=IN <br />�...jjj <br />'t <br />11�11 3" <br />I I <br />N <br />ZD <br />� <br />� <br />_ <br />1" <br />VARIES <br />ES <br />VARICr <br />Ld <br />so <br />W <br />Q <br />t <br />VARIES <br />VARIES <br />4" 8" <br />1 <br />3�11 <br />R1 <br />�� <br />T <br />:- <br />00 <br />N <br />°° in ' in <br />Q^ <br />6" 4" <br />KEYSTONE F11 o� <br />OPTIONAL <br />OPTIONALYSTOKEYSTONE F11 <br />Y"jj <br />Rsa <br />2' 4a' <br />R <br />211 <br />r <br />4" GARAGE <br />DR. OPENING 4" <br />3"" 4" WINDOW OPENING <br />NOTE: <br />• INSTALL OVER STONE, TYP. <br />VARIES <br />• FIN. TO HAVE TRADITIONAL <br />LOOK & SMOOTH FINISH <br />• FOAM/ EPS MATERIAL IS <br />ACCEPTED <br />NOTE: <br />• FIN. TO HAVE TRADITIONAL LOOK & <br />SMOOTH FINMATERIAL <br />1 " <br />1ISH 4" 1'-6 1411 <br />12" <br />2'-1" <br />1'-4",�. <br />2" <br />• FOAM/ EPS IS ACCEPTED <br />5" <br />1 -12' 5q" <br />T-8" <br />7" <br />= <br />N <br />4" T-0" 4" <br />1" <br />10" 11�11 1011 11 <br />_ <br />o <br />N <br />co <br />co <br />v = � <br />= <br />� <br />T <br />_ <br />_ <br />N <br />A <br />N <br />ifl <br />1" <br />c <br />N <br />1" <br />O <br />r <br />6 <br />N <br />M M r <br />1" <br />R70n <br />r <br />1211 <br />GENERAL NOTES: <br />• 1.5 LBS DENSITY STYROFOAM <br />0 POLYCOAT (HARD COAT) <br />I <br />I <br />• ACRYLIC SAND FINISH <br />r� <br />0 <br />N <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 2017 <br />Florida Building Code - <br />Residentiai Bth Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and sea]. <br />��0�•• 8 N tp C^p <br />iLL! <br />oM N N C W)� <br />LL. *w <br />M <br />a <br />W IJJ rn <br />dCLL aaLL' <br />.0 <br />Z> <br />IC <br />-0ra� <br />m:3 IY 9 <br />W. <br />W°fpj <br />rV CO <br />¢ Q <br />IL Z <br />� rrp� (1) z 5 <br />R M <br />z <br />N V i <br />° 6 ❑❑❑ <br />W <br />M <br />Z N M <br />Z <br />J M <br />W <br />a <br />axj <br />3 <br />LLJ <br />�O <br />w <br />c <br />`- Co <br />LL-1 <br />d^\ <br />U <br />_ • <br />a <br />o <br />M <br />M <br />i� <br />w <br />z <br />LL- <br />cE E <br />o <br />s <br />a� <br />rC� <br />ZSiL <br />UO <br />z <br />N <br />o� <br />r0 <br />y C <br />o <br />1r <br />m a <br />o� <br />z <br />-8 <br />U> J <br />�tl <br />>§ <br />�Z <br />a 3 <br />8Z <br />In w <br />W <br />cfl <br />d <br />°zld° <br />0 <br />3 <br />L <br />W <br />� <br />.! <br />CM <br />U <br />00 <br />�1 <br />> <br />2 <br />T <br />C) <br />C <br />1'- <br />= O <br />ai <br />N O <br />� <br />r <br />OMO <br />rn <br />E <br />ro <br />T <br />M <br />H iL <br />° <br />Z <br />Z <br />£ O <br />E <br />N <br />re <br />C <br />a <br />0 <br />¢ o <br />JOB <br />NO: <br />20-3571 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />F 1 <br />
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