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3 <br />v <br />J <br />m <br />00 <br />O <br />M <br />L <br />Cr <br />fl7 <br />w <br />O <br />Q <br />O <br />c0 <br />J <br />C0 <br />0 <br />t <br />N <br />m <br />00 <br />0 <br />0 <br />cn <br />J <br />LO <br />LO <br />I <br />i <br />0 <br />C� <br />Q <br />rn <br />-L <br />3 <br />N <br />0 <br />i <br />4 <br />E <br />H <br />y <br />0 <br />z <br />`v <br />c <br />J <br />d <br />c <br />O <br />C <br />O <br />J <br />L1=. <br />N <br />O <br />0 <br />0 <br />CL <br />M <br />O <br />-d- <br />Q <br />U <br />W <br />m <br />cn <br />2" <br />1 <br />N <br />Fh <br />N <br />2" <br />N <br />1" <br />VARIES <br />*NOTE: <br />FOAM TO BE USED <br />ONLY WHEN ^ <br />REQUIRED BY <br />COMMUNITY <br />SPECS. IF NOT, <br />DETAIL IF O 1" 2" OPENING VARIES 2" 2" <br />BUILT W/ STUCCO. <br />EDGE OF <br />OPENING <br />1'-10" <br />^ <br />Cv <br />o <br />m '� <br />04 <br />N <br />C7 <br />32' 11" 32' <br />1" 1" <br />11.8" <br />12' <br />1' <br />CAP <br />1" RADIUS <br />3 1/2" RADIUS 1/2" RADIUS <br />1'-53i <br />3/4" RADIUS 4 4 Mlv <br />1/2" RADIUS J� I <br />1" 4" VARIES <br />VARIES <br />2j11 VARIES <br />2 <br />12 VARIES <br />1 1/2" RADIUS <br />2 1/2" RADIUS <br />BASE <br />r <br />M <br />r� <br />_ M� <br />d <br />"'41 rIN <br />SIN <br />_ <br />� ,— <br />CO <br />CAP <br />N <br />Co <br />1" 1" <br />1" 1" <br />1'-0" <br />1'4' <br />1' 411 <br />1" 1" <br />111 1'_0" 1 " <br />CO <br />BASE <br />km <br />4" <br />3,411 all <br />4 <br />c31C' <br />t+alt <br />,- 11 111 <br />1 <br />all <br />4 <br />41" <br />>r <br />c <br />N <br />1N <br />r W <br />+-N 3" <br />4n 4n <br />2" <br />l"T <br />LO MAY <br />VARIES 12 <br />2' 2" <br />rN I <br />� <br />24 <br />1 <br />• <br />121 <br />, <br />3„ <br />ZIEBUILT <br />*NOTE: VARIES <br />FOAM TO BE USED <br />ONLY WHEN <br />REQUIRED BY <br />COMMUNITY <br />SPECS. IF NOT, 1" OPENING VARIES 2" <br />DETAIL TO BE 2" 2" <br />W/ STUCCO. <br />EDGE OF <br />OPENING <br />8" 2" <br />�N <br />6 <br />1'-6" <br />ill <br />1" T-4" r� <br />0 <br />1 <br />N <br />1-1/2" THICK <br />S <br />1-1/2" THICK <br />24, <br />Cif -IN <br />311 , <br />4 <br />2 Ll <br />4" <br />N <br />101, <br />10" 6" <br />61r <br />2.1 211 iv <br />ri <br />2" 4" 311 <br />241 <br />- =1a <br />00 <br />41, 1„ <br />2' <br />U)211 <br />1-1/2" THICK <br />2'41 <br />11 411 .3" <br />12" <br />���. <br />Q4' <br />O <br />�- <br />• <br />6" 4" <br />N N <br />d R41„ <br />4 <br />2' <br />32' <br />N <br />r"N <br />11 11 511 52' <br />52 <br />5 <br />I <br />I <br />�� �rx <br />C _ `p <br />41" <br />2 4 <br />VARIES <br />VARIES <br />4" 8" <br />Cat ; N <br />00 I _ <br />I 6 <br />' <br />VARIES <br />VARIES <br />111 <br />32 <br />r <br />KEYSTONE F11 0 <br />OPTIONAL '- <br />' 4" GARAGE DR. OPENING 4" <br />T <br />/=;O. <br />KEYSTO00 <br />NE F11 <br />OPTIONAL <br />3" <br />31 <br />3 4 ' 4" WINDOW OPENING 4" 4' <br />NOTE: <br />• INSTALL OVER STONE, TYP. <br />• FIN. TO HAVE TRADITIONAL <br />LOOK & SMOOTH FINISH <br />• FOAM/ EPS MATERIAL IS <br />ACCEPTED <br />VARIES <br />2' <br />W <br />CV <br />111 111 <br />1" <br />NOTE: <br />• FIN. TO HAVE TRADITIONAL LOOK & <br />SMOOTH FINISH <br />• FOAM/ EPS MATERIAL IS ACCEPTED <br />3'-8" <br />4" 3-0" 4" <br />101, 1'4' 101, <br />o <br />eo v <br />-1 -1 -1 <br />r01, <br />- <br />`t <br />14 .4, 12" <br />- <br />r <br />0 <br />CO <br />N` <br />T <br />CV <br />2'-111 <br />54 1'-12 54" <br />7" <br />'` <br />Rom, <br />11�11 <br />Cq <br />N <br />iv <br />1' <br />CV� <br />'"k::--- <br />1" <br />C'7N� <br />2 <br />GENERAL NOTES: <br />• 1.5 LBS DENSITY STYROFOAM <br />• POLYCOAT (HARD COAT) <br />• ACRYLIC SAND FINISH <br />Ij <br />a� <br />ac E <br />L) <br />w. <br />M <br />O <br />LO <br />sy- <br />a . <br />.•#r j <br />t= ; <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 2020 <br />Florida Building Code - <br />Residential 7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />�.. <br />4 <br />e <br />L% <br />00 N <br />o N V N n <br />ib c: # <br />G <br />_ <br />N u � <br />Q <br />,^ <br />N LL U_ fl- z <br />J z <br />- <br />O <br />' <br />i_ <br />i ;3; <br />W <br />W <br />LL <br />j MN m J Q <br />co cp rn ¢ z <br />0 Of w <br />Z V O <br />0LO <br />z <br />N <br />O U ❑�❑ <br />W <br />V Cl) <br />v <br />z N M <br />d o <br />z�N <br />QU) �� <br />a <br />�N <br />N <br />M <br />z u- <br />UI o <br />w <br />� A <br />t0 <br />V <br />Ow <br />V) <br />$ <br />�v N <br />1— (n <br />U a <br />LLI J <br />'- - e <br />8 <br />I <br />i <br />•I �I III <br />{ <br />Co <br />Q <br />®® <br />o <br />M <br />z <br />0 <br />w <br />z <br />Lj_ <br />po <br />E v <br />�o <br />oLL <br />z <br />0d� <br />?® <br />a <br />pcu <br />F— <br />mo <br />00 <br />o <br />ca <br />0, <br />' z <br />0 <br />o <br />Ea <br />WZ <br />CID@ <br />C <br />m N <br />¢z <br />3a <br />IU <br />m 0 <br />10 <br />o, <br />zF <br />T z <br />0 m <br />2 y <br />8 <br />g <br />5z <br />WCn <br />m <br />¢o <br />a <br />zw <br />tik <br />�z <br />o_ <br />w4 <br />ip <br />zl¢ <br />3 <br />y Q <br />>� <br />J <br />L <br />LO <br />m <br />m <br />Q <br />ccc <br />j <br />Cr <br />W <br />W <br />m <br />L / <br />T� <br />j+ <br />(n M <br />0') <br />O <br />CD <br />Lill <br />-� <br />LL <br />L6 <br />Lo <br />M <br />Q <br />M <br />T— <br />C) <br />o <br />z <br />C) <br />�o <br />a <br />E <br />U <br />q p <br />c <br />JOB <br />NO : <br />23-03655 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />F1 <br />