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39786 Harmon Grove Ct
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39786 Harmon Grove Ct
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Last modified
3/4/2025 11:21:26 AM
Creation date
2/19/2025 10:22:16 AM
Metadata
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Building Plans
Street #
39786
Location
Harmon Grove Ct
Contractor
Lennar Homes
Building Plans - Permit #
1234
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I111111111IWMULI, <br />VARIES 1'-10" 12' CAP _ CAP <br />2" 211 *NOTE: N <br />111 <br />iv 1"RADIUS <br />FOAM TO BE USED <br />ONLY WHEN 1/2" RADIUS tiaZD <br />REQUIRED BY ^ - <br />31/2" RADIUS <br />COMMUNITY ~� 1'-5 liry <br />C14.. co c SPECS. IF NOT, N 3/4" RADIUS 4� <br />cO DETAIL TO BE 1" 2" OPENING VARIES 2" 111 111 <br />BUILT W/ STUCCO. 1/2" RADIUS 1" 1" <br />N 1" 4" VARIES - <br />EDGE OF crnv AN 1'-0" <br />1' OPENING VARIES <br />21„ VARIES <br />T 12 VARIES " <br />N '� 111 11-011 111 <br />1 1/2" RADIUS <br />1141" 2" <br />411 <br />4 2 1/2" RADIUS <br />all <br />�a <br />N C;50 crnv (D <br />�io <br />Av - ryWv CO <br />VARIES 12 34" 11 j 32" <br />N <br />.'•N 3" 2"" 1" �" 1" BASE BASE <br />r„1 118„ <br />�� 111 111 <br />T <br />411 <br />I • <br />4" <br />c 121 <br />"NOTE: VARIES 8" 2" <br />FOAM TO BE USED �q <br />3„ ONLY WHEN <br />REQUIRED BY d 1'-6„ <br />in <br />COMMUNITY L 1" <br />SPECS. IF NOT, 1" OPENING VARIES 2" ill 1'-4" f — �d <br />DETAIL TO BE 2" 2" <br />ZDE BUILT W/ STUCCO. 2411 • <br />EDGE OF ki <br />_U <br />OPENING 6" <br />ro <br />1-1/2" THICK 1-1/2" THICK <br />3 <br />v <br />� 4"10" N <br />1011 611 <br />O] '2�" � N <br />N <br />s <br />CV - <br />Of s s <br />01 <br />a � N <br />4" <br />6" ui cn <br />M <br />CD 2" <br />2" 411 311 <br />C •LS N <br />Eli <br />1-1/2" THICK" <br />2411 <br />2'-4" <br />r 54" 1,-5„ 54" 7" 1I. 4"Ir. <br />lG <br />11�11 311 fV io <br />y. <br />00 IN <br />I <br />4" 1" 12 VARIES VARIES <br />111 <br />a`3 CR <br />N <br />U) 111 <br />W 22 <br />v � <br />_ , • VARIES VARIES <br />i t <br />lz <br />C r <br />r r <br />3 4" 8" <br />-- <br />c _a 6" 4" KEYSTONE F11 0 KEYSTONE F11 00 <br />N N i iV V'C� <br />OPTIONAL OPTIONAL <br />0p1' In 11 " „ <br />2 44 CD v R4�r"v11 3 <br />0 12 I # ' 4" GARAGE DR. OPENING 4" 3 a 4 WINDOW OPENING 4 <br />NOTE: <br />• INSTALL OVER STONE, TYP. <br />o • FIN. TO HAVE TRADITIONAL <br />� VARIES <br />LOOK & SMOOTH FINISH <br />• FOAM/ EPS MATERIAL IS <br />ACCEPTED <br />o NOTE: <br />• FIN. TO HAVE TRADITIONAL LOOK & 2'-1" <br />4 a" 2' 1'-4" <br />SMOOTH FINISH 14 1'-63" 1 1 <br />y 2" • FOAM/ EPS MATERIAL IS ACCEPTED 54' 1'-14" 5-4"'d 3'-8" 711 iv <br />a„ 4" T-0" 4" <br />a� 1 10" 1'-4" 10.1 O iv <br />0 iD io <br />a N <br />v <br />fV A <br />L�4. <br />0 1 c N <br />1" CD <br />R�i+ a er <br />A <br />N <br />o <br />_ch c� <br />0 <br />'4 Sta <br />1 " R;101 <br />111 2 <br />of v <br />N <br />GENERAL NOTES: <br />• 1.5 LBS DENSITY STYROFOAM <br />• POLYCOAT (HARD COAT) <br />• ACRYLIC SAND FINISH <br />0 <br />CN <br />CN <br />N <br />N <br />O <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 <br />Florida Building Code - <br />Residentlal eth 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 />a <br />2 m Nic <br />8 <br />ci <br />N 03 r rit <br />a <br />y M M W' y <br />a <br />0 <br />J LL LL a <br />— d — Z O <br />Z <br />t&S O <br />co mO <br />N f J <br />ILZ <br />o 0 <br />N "' J <br />6 O <br />i <br />°Q❑❑❑ <br />W <br />Ur v <br />Z 8 <br />J <br />z <br />�(N <br />-J <br />LL <br />R) <br />N <br />O <br />N <br />L N <br />N <br />� <br />Iz „ <br />ch <br />f6ch <br />U <br />• <br />c <br />Y <br />N � <br />MID <br />CD <br />c <br />ffi <br />M <br />g�Z <br />QFz <br />i <br />- <br />E <br />o° <br />z0 <br />19 <br />O <br />N V <br />9x <br />� <br />Q <br />oa <br />oa <br />U0 <br />o 0U <br />o� <br />z <br />N <br />i <br />z <br />do <br />w. <br />wU <br />N <br />yai <br />�O <br />o LL <br />2 <br />C40 Q) a! <br />((A <br />< ° <br />4 W <br />z <br />° <br />N <br />O <br />U <br />a <br />mw <br />W <br />V <br /><o <br />LL <br />�� <br />o <br />Fw <br />zld <br />0i <br />0 3 <br />J <br />IM <br />� <br />W <br />\ <br />co <br />N <br />Q <br />C <br />2 <br />m <br />'O^ <br />O <br />7— <br />sov <br />c0 <br />� O <br />= CV <br />T <br />O <br />= <br />00 <br />T <br />N <br />N <br />m <br />T <br />M N <br />rri O <br />c <br />Z <br />Z <br />c <br />O <br />E <br />T <br />y <br />c <br />0- <br />U <br />Q p <br />JOB <br />NO: <br />20-8073 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />F 1 <br />
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