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39988 Dawson Chase Dr
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39988 Dawson Chase Dr
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Last modified
3/21/2025 8:18:15 AM
Creation date
2/19/2025 4:16:30 PM
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Building Plans
Street #
39988
Location
Dawson Chase Dr
Contractor
Lennar Homes LLC
Building Plans - Permit #
21850
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A <br />�3 <br />VARIES <br />1'-10" <br />1" <br />CAP <br />CAP <br />2" <br />111 <br />2" <br />'NOTE: <br />r <br />N <br />iv <br />FOAM TO BE USED <br />1" RADIUS <br />ONLY WHEN <br />REQUIRED BY <br />^ <br />1/2" RADIUS <br />31/2" RADIUS <br />`I* <br />M <br />N <br />00 <br />co <br />COMMUNITY <br />1 <br />SPECS. IF NOT, ���� <br />1" 2" OPENING VARIES 2" J2- - <br />�� <br />"' <br />„ <br />/4 RADIUS <br />1'-54' <br />a <br />c711 <br />DETAIL TO BE <br />BUILT W/ STUCCO. <br />1/2" RADIUS <br />1" 1" <br />N <br />EDGE OF <br />1.11.4" <br />VARIES <br />�� �N <br />1'-0" IV <br />�- <br />OPENING <br />�- <br />VARIES <br />1 �" <br />4 <br />2" <br />VARIES <br />c� 7 <br />cv <br />1" <br />VARIES <br />IN <br />1" 1'-0" 1" <br />1 1/2" RADIUS <br />r <br />4" a <br />N 4" <br />2 1/2" RADIUS <br />� <br />_a <br />iG •-� <br />VARIES 1„ <br />34" 11" 3j" <br />1" <br />iv <br />^N 3" <br />�„ �„ <br />BASE <br />� <br />BASE <br />a" <br />a <br />YN <br />a <br />I <br />• <br />4" <br />"NOTE: <br />VARIES <br />8" 2" <br />3„ <br />FOAM TO BE USED <br />ONLY WHEN <br />ZIP, <br />REQUIRED BY �*L <br />COMMUNITY <br />SPECS. IF NOT, 1" <br />OPENING VARIES <br />2" <br />N <br />1'-6" <br />1" _ 1'-4" <br />1" <br />Av <br />DETAIL TO BE <br />2" 2" <br />BUILT W/ STUCCO. <br />EDGE OF <br />OPENING <br />.�-� <br />__ <br />T <br />• <br />, <br />4 <br />1-1/2" THICK <br />1-1/2" THICK <br />4" 101. <br />N <br />- <br />-- <br />.. <br />2, <br />10" 6" <br />� iV <br />T <br />b� �a <br />T <br />io <br />N <br />" <br />N <br />2" 4" 3N <br />6 <br />2N 2N iv <br />to <br />W <br />U) <br />it <br />^LN <br />__-....__ <br />1>11 <br />1-1/2" THICK <br />21" <br />T <br />2'-4" <br />ryyI JI�.Iy <br />� <br />53" <br />1'-5" rr1tn <br />1-4 3" <br />a <br />�„ <br />;0 IN r <br />A N <br />A. <br />. <br />a" V <br />1 <br />VARIES <br />VARIES <br />Cn <br />1 <br />22' <br />_..._._______ <br />QcbN <br />_.. _. <br />I <br />• <br />VARIES <br />VARIES <br />4" 8" <br />3? <br />_. <br />QRi <br />J <br />00 <br />r--------- <br />N I N <br />�1' ,� <br />6" 4" <br />-'� <br />(V (V <br />KEYSTONE F11 0 <br />OPTIONAL <br />KEYSTONE F11 <br />OPTIONAL <br />e <br />T <br />' <br />3 , <br />-I- <br />2" <br />4" GARAGE <br />DR. OPENING 4" <br />WINDOW OPENING 4" " <br />NOTE:INSTALL <br />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 />1 1'-6j" 1 <br />13" <br />2 " <br />2" <br />SMOOTH FINISH <br />•FOAM/ EPS MATERIAL IS ACCEPTED <br />54" <br />1'-1 " 54" <br />a <br />3'-8" <br />7 <br />N <br />4" 3'-0" 4" <br />---- <br />1" <br />10" 1'-4" 10" <br />_ <br />,- <br />0 <br />- <br />i.1 <br />00 <br />a <br />� <br />V' <br />N <br />Ik1 <br />(V <br />N <br />(V <br />ia0 O ` <br />• <br />M M <br />STa <br />1 " <br />R70, <br />1 <br />N� <br />0 <br />1_1N 1N <br />GENERAL NOTES: <br />r <br />• 1.5 LBS DENSITY STYROFOAM <br />• POLYCOAT (HARD COAT) <br />0 ACRYLIC SAND FINISH <br />2 <br />L <br />_ <br />0 <br />LI <br />a� <br />c� <br />f-J L <br />0 <br />Z N <br />z <br />v <br />d <br />� <br />NLU <br />z <br />y <br />Ow <br />vN <br />� <br />M <br />' <br />y <br />'— O <br />�I <br />U <br />Q <br />N_ N <br />to <br />z <br />WcoLL <br />0 C <br />1 <br />Z rn w <br />WL <br />< i <br />n <br />W <br />N "' <br />O <br />U � <br />130 <br />rn <br />N <br />M <br />To the as 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 <br />- <br />Is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />� <br />M <br />o� <br />W <br />QE <br />LJL <br />0 <br />iu� o <br />O LLO <br />i <br />> <br />2 0 <br />ca_ rod <br />q <br />� <br />&< <br />°1 z <br />8 <br />� <br />Z <br />O <br /><O <br />y6j z <br />ppi <br />zN <br />c <br />MjS <br />� <br />vI <br />O <br />•� T <br />Lo <br />L <br />' <br />j <br />T <br />O <br />O <br />LL <br />C <br />ca <br />U <br />C <br />T- <br />T <br />Ln <br />Lo <br />N <br />2 r <br />oo <br />N <br />�— <br />ai <br />O <br />, O <br />M N <br />H n <br />o <br />Z <br />Z <br />C <br />0- <br />E <br />E <br />U J <br />tl) <br />Q Q <br />C <br />J <br />JOB <br />NO: <br />19-5888 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />F 1 <br />
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