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39736 Harmon Grove Ct
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39736 Harmon Grove Ct
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Last modified
3/4/2025 10:15:44 AM
Creation date
2/19/2025 10:21:53 AM
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Building Plans
Street #
39736
Location
Harmon Grove Ct
Contractor
Lennar Homes
Building Plans - Permit #
868
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2" <br />1n <br />N <br />2" <br />N <br />00 <br />1" <br />VARIES <br />*NOTE: <br />FOAM TO BE USED <br />ONLY WHEN ^ <br />REQUIRED BY <br />COMMUNITY <br />SPECS. IF NOT, I <br />DETAIL TO BE 1" 2" OPENING VARIES 2" � <br />BUILT W/ STUCCO. <br />EDGE OFa <br />OPENING <br />1'-101, <br />� <br />iv <br />12' <br />CAP <br />1" RADIUS <br />3 1/2" RADIUS 1/2" RADIUS <br />V-53" <br />3/4" RADIUS 4 a Mla <br />1/2" RADIUS <br />�VARI�ES� <br />VARIES <br />_ <br />ch <br />d- <br />CAP <br />N <br />M <br />N <br />22" <br />2 <br />1 1/2" RADIUS <br />VAR] ES <br />VARIES <br />^IN <br />1, V-4" 1„ <br />1 11_01. 1, <br />4 <br />31 4 <br />a a <br />- <br />Co .-Tv <br />r 1" 1" <br />41l- <br />MN <br />- <br />IN <br />SIN 3" 42° <br />'- 3" " <br />4 4 <br />2" <br />- <br />� <br />VARIES 12" <br />1" <br />32' 11" 32' <br />1" 1" <br />V-8" <br />1" <br />2 1/2" RADIUS <br />BASE <br />in *- <br />zo <br />CD <br />iv <br />BASE <br />3,' <br />4 <br />, <br />• <br />"Fi <br />rN <br />12 <br />*NOTE: <br />VARIES <br />8" 2" <br />3„ <br />FOAM TO BE USED <br />ONLY WHEN <br />REQUIRED BY <br />COMMUNITY <br />SPECS. IF NOT, 1" <br />DETAIL TO BE <br />BUILT W/ STUCCO. <br />OPENING VARIES <br />2 ' <br />EDGE OF <br />OPENING <br />= <br />V-6" <br />1" <br />2a' <br />• <br />Z-E <br />0 <br />N <br />1-1/2" THICK <br />1-1/2" THICK <br />10" <br />LN <br />21 <br />4 <br />`r} <br />10" <br />N <br />78 <br />3" <br />4 <br />1 <br />2 <br />- <br />N <br />2" 4" 3" <br />2" 6 2" N <br />w <br />w <br />M <br />1-1/2" THICK <br />24' <br />T <br />7. <br />2'-4" <br />52, <br />1' 5" 51" <br />_ <br />W IN <br />a' 1" <br />1'-4" 3, <br />12' <br />I I <br />cN <br />2 <br />o <br />� <br />N <br />51" <br />4 <br />VARIES <br />41 <br />VARIES <br />1'. <br />2 <br />U <br />Ljj <br />Q <br />M <br />I <br />I <br />22' <br />• <br />VARIES <br />VARIES <br />I <br />00 <br />Co i c4 <br />JNT2 <br />M <br />3z <br />3•� <br />Q <br />1t 1" <br />2 44 <br />Q4' <br />- <br />KEYSTONE F11 b _ <br />'- <br />OPTIONAL <br />4" GARAGE DR. OPENING 4" <br />W - <br />KEYSTONE F11 � <br />OPTIONAL <br />3 3 <br />L3' a 4" WINDOW OPENING 4" 4" <br />OE: <br />• INSTALL OVER STONE, TYP. <br />• FIN. TO HAVE TRADITIONAL <br />LOOK & SMOOTH FINISH <br />• FOAM/ EPS MATERIAL IS <br />ACCEPTED <br />6" 4" <br />R4gr" <br />2 <br />VARIES <br />2" <br />NOTE: <br />• FIN. TO HAVE TRADITIONAL LOOK & <br />SMOOTH FINISH <br />• FOAM/ EPS MATERIAL IS ACCEPTED <br />1 1„ 1�-63 1 i <br />4 4 4' <br />11" <br />2 <br />54 <br />2' 1 <br />54" <br />1' 4" <br />Co <br />W <br />f1 <br />1 " <br />3'-8" <br />4" 3'-0" 4" <br />10„ 1'_4" 101, <br />0 <br />Co <br />iv <br />iv <br />N <br />1" <br />o <br />N <br />i <br />A <br />N <br />o0 0 �t <br />F0 C) r <br />[� <br />- TS7H <br />• <br />1 <br />GENERAL NOTES: <br />• 1.5 LBS DENSITY STYROFOAM <br />• POLYCOAT (HARD COAT) <br />• ACRYLIC SAND FINISH <br />O <br />O <br />[V <br />O <br />rn <br />0 <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained <br />within these <br />drawings comply with the 2017 <br />Florida Building Code - <br />Residential 6th Edition. Engineer's signature and <br />seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />N <br />W <br />zt <br />QO <br />W E <br />O V <br />O <br />oo <br />N r <br />N # <br />�♦ <br />V <br />0 <br />Y ! m <br />6J <br />oo IJL <br />J it w <br />a <br />�Mm <br />w . vi <br />K <br />Z <br />�� <br />s c o <br />1,O <br />0m O <br />Q <br />03 <br />W <br />IL <br />ILU <br />(�pjQ' <br />oo <br />(N N Z <br />M <br />0 W <br />Z <br />N Q <br />OU <br />F- J <br />❑�❑ <br />W <br />0 M <br />� <br />`— <br />z m <br />O <br />z <br />z o <br />Q <br />J <br />� <br />N <br />M <br />z <br />-1 <br />V <br />LL <br />W <br />)_ <br />Q U <br />�O <br />INI <br />w S <br />(_y N <br />1— (n <br />U c <br />wra <br />r— J E <br />8 <br />p•,.., <br />I <br />�]e <br />.2 <br />Lv coo <br />d <br />QO <br />N O <br />ti <br />CC, <br />W <br />M <br />oz <br />O <br />Z <br />4 <br />14 <br />LEI_ <br />ca E <br />Ou <br />I <br />wo <br />� l' <br />o <br />�? <br />� <br />}N <br />P <br />Z® <br />oa <br />0 <br />0. <br />OEaZ <br />O <br />XU <br />co <br />�O <br />z <br />N <br />.o <br />`� <br />�� <br />::, m <br />- C <br />U <br />mo <br />Z� <br />z <br />U 3 <br />J <br />W a <br />° <br />Q W <br />�z <br />m <br />iv <br />T <br />Q <br />a <br />n <br />O ¢ <br />oson <br /><- <br />o <br />aN W <br />r <br />U <br />� <br />¢ o <br />h� <br />�3 <br />xF <br />I� <br />O <br />CD <br />Jz <br />¢r <br />owc <br />>=O <br />a x <br />Ot <br />�P <br />za <br />o3 <br />J <br />�N <br />\ <br />C7 <br />00 <br />W <br />■M 0 <br />1 1 ) <br />^1 0 <br />V <br />mil/ <br />C <br />E <br />T <br />(6 C <br />ILO <br />M N <br />T <br />..L. 00 <br />In <br />M <br />o <br />z <br />EO <br />N <br />(O <br />C <br />t1 <br />E <br />U J <br />Q <br />C <br />J <br />JOB <br />NO: <br />20-6225 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />F1 <br />
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