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6469 Bar S Bar Trl
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6469 Bar S Bar Trl
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Last modified
3/4/2025 6:18:27 PM
Creation date
2/18/2025 3:28:21 PM
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Building Plans
Street #
6469
Location
Bar S Bar Trl
Contractor
Lennar
Building Plans - Permit #
Unknown
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VARIES <br />1'-10" <br />1" <br />CAP <br />CAP <br />2" <br />1„ <br />iv <br />c) <br />fV <br />2" <br />iv <br />i <br />GO <br />1" <br />"NOTE: <br />FOAM TO BE USED <br />ONLY WHEN <br />REQUIRED BY ^ 2 <br />COMMUNITY <br />SPECS. IF NOT, 1" 2" OPENING VARIES 2" " <br />DETAIL TO BE <br />BUILT W/ STUCCO. <br />EDGE OF <br />OPENING <br />^^ = <br />N <br />i <br />i <br />r <br />N <br />1" RADIUS <br />3 1/2" RADIUS 1!2" RADIUS <br />3/4" RADIUS 4 1'-54' <br />1/2" RADIUS <br />VARIES <br />VARIES <br />22„ VARIES <br />12 VARIES <br />i <br />M <br />Ae <br />SIN <br />N <br />�D <br />1" 1" <br />1" 1" <br />1,-4„ <br />1-4 <br />1 1 <br />1 1,_0„ 1 <br />1 1/2" RADIUS <br />r- <br />4" <br />3a <br />i < <br />� HIV <br />1 „ 1 „„„ <br />41 <br />i'-2—,� <br />_ <br />i-INT 3" <br />2„ <br />T �'� <br />11 - � <br />VARIES 12 <br />2" z" <br />i <br />�I <br />32' 11" 3j" <br />1" 1" <br />I <br />Ui� <br />1" <br />2 1/2" RADIUS <br />BASE <br />in ` <br />N <br />BASE <br />I <br />• <br />I <br />^tV <br />I <br />"NOTE: <br />VARIES <br />8" 2" <br />71- <br />3„ <br />� <br />FOAM TO USED <br />ONLY WHENN <br />REQUIRED BY d <br />COMMUNITY <br />SPECS. IF NOT, 1" <br />DETAIL TO BE <br />BUILT W/ STUCCO. <br />OPENING VARIES <br />EDGE OF <br />OPENING <br />2" <br />= <br />�--6 <br />1'-6" <br />1" 1'-4" <br />ki <br />1" <br />f� <br />2 <br />i <br />4 <br />1-1/2" THICK <br />1-1/2" THICK <br />4„ <br />101, <br />i <br />r <br />L <br />r} <br />IN <br />4 <br />N <br />2„ 4„ 3„ <br />6' _ <br />2" 2" N <br />w <br />w_ <br />1-1/2" THICK <br />---- <br />3" <br />'--- --- <br />-- — <br />= <br />i <br />T <br />2'-4"7. <br />V-5" 52- <br />=IN <br />f2l <br />51" <br />4 <br />1-4"_ 3„ <br />_ <br />N <br />O <br />VARIES <br />VARIES <br />I <br />- -- <br />N <br />• <br />VARIES <br />VARIES <br />4„ <br />_________ <br />iv N <br />I <br />i <br />°° i Rsh <br />31 -�- <br />32, <br />• <br />�1' <br />^ <br />�^ <br />AN <br />�� <br />• <br />'" <br />KEYSTONE F11 0 <br />OPTIONAL <br />' 4" GARAGE DR. OPENING 4" <br />KEYSTONE F11 00 <br />OPAL <br />4 LTION <br />�„ 3„ <br />�3-" WINDOW OPENING 4"" <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 />N N <br />2 <br />VARIES <br />2' <br />1' <br />Q <br />NOTE: <br />•FIN. TO HAVE TRADITIONAL LOOK & <br />FINISH <br />• FOAM/SMOOr PS MATERIAL IS ACCEPTED <br />3'-8" <br />4„ 3,_0„ 4„ <br />101, 1'-4" loll� <br />1H 4' 1'-6j" 14" <br />_ <br />o <br />f <br />N <br />12" <br />5„ <br />1 _11 5j„ <br />2' <br />1, 4„ <br />------ - <br />N <br />-- — -- - <br />— <br />N <br />1 " <br />T <br />A <br />—`— <br />---- <br />-- <br />s <br />1" <br />coO <br />C'7 C'7 r <br />R1p„ <br />--..---_ <br />T. <br />GENERAL NOTES: <br />• 1.5 LBS DENSITY STYROFOAM <br />• POLYCOAT (HARD COAT) <br />• ACRYLIC SAND FINISH <br />cam+ <br />Cw <br />N <br />c <br />O,.- <br />o <br />a> � <br />'-1A <br />Cn <br />W <br />L <br />a C= <br />r <br />J G. CIO <br />c cc v Cv <br />�0. <br />in eo <br />W �o <br />ZIP. c <br />w <br />Cr W r a <br />3 fO <br />b- <br />61 <br />C <br />> � L- <br />a <br />A E <br />0 <br />0— U <br />0 <br />CV <br />O <br />CV <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 2020 Florida Building <br />Code - <br />Residential <br />7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />fn <br />d <br />rn <br />N 1-4 <br />Lo <br />0) <br />� � <br />CqLLLL <br />J <br />a <br />I� <br />Z v <br />t0 <br />WLLa Nog <br />W to 0 <br />Z M Z <br />m w <br />d <br />Y N OU <br />s <br />W <br />0❑ <br />z � <br />Z^ <br />Q � <br />N z <br />�4-- <br />OW cV <br />c d <br />fQ �- <br />L2 <br />$ <br />i <br />_ _ <br />N <br />M <br />W <br />a <br />("D <br />E <br />ZO <br />Z <br />U <br />t- C <br />g E <br />R V <br />� <br />C <br />o <br />m0 <br />o <br />o <br />z <br />'< <br />—j <br />�tx <br />�b <br />Oio <br />W°' <br />LS <br />U <br />Ro <br />Nw <br />�G <br />J <br />O <br />QD <br />zla <br />a <br />OV <br />O <br />Y0 <br />rn <br />m <br />0 <br />Q <br />cle)O <br />CM <br />O <br />Y <br />Y <br />(n 0 <br />m <br />40 <br />L i CND <br />T <br />� <br />�I <br />� N <br />O <br />00 <br />CV <br />Lid <br />O <br />M <br />Q <br />T <br />N <br />E <br />c <br />Z <br />Z <br />C <br />E T m <br />a <br />u a o <br />9 <br />JOB <br />NO: 22-06470 <br />SCALE : AS NOTED <br />SHEET NO. <br />F 1 <br />
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