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M <br />3 <br />x <br />a <br />M <br />M <br />L0 <br />L0 <br /><n <br />0 <br />.ten <br />Q <br />0 <br />0 <br />J <br />LO <br />pN <br />LCIJ <br />I <br />N <br />ca <br />L <br />0 <br />C <br />CCr <br />0 <br />W7 <br />0 <br />0 <br />0 <br />N <br />0 <br />0 <br />I <br />N <br />rf <br />L <br />0 <br />7 <br />Cr <br />LL <br />0 <br />o.. <br />E <br />N <br />E <br />0 <br />S <br />c <br />J <br />y <br />m <br />LZ <br />U <br />yam.+ <br />0 <br />vl <br />0 <br />a <br />c <br />0 <br />v <br />U <br />J <br />LZ <br />N <br />N <br />N <br />r <br />O <br />d <br />N <br />O <br />N <br />0 <br />a <br />m <br />0 <br />2 <br />1„ <br />N <br />Cl) <br />2" <br />N <br />� <br />ra <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 TO BE 1" 2" OPENING VARIES 2" 2"1 <br />BUILT W/ STUCCO. <br />EDGE OF <br />OPENING <br />1'-10" <br />N <br />^ N <br />12' <br />CAP <br />1"RADIUS <br />3 1/2" RADIUS 1/2" RADIUS <br />3/4" RADIUS a 4' <br />1/2" RADIUS <br />1" 4" VARIES <br />VARIES <br />M <br />Mla SIN <br />CAP <br />iv <br />C° <br />1" 1" <br />1" 1" <br />1'-0" <br />1 '_4" <br />C\l0 <br />M <br />NL <br />211,VARIES <br />12 <br />I1 <br />VARIES <br />'TN <br />1'4" ll <br />1 1 <br />1.0 1 <br />1 1/2" RADIUS <br />4" <br />1°- <br />34 4" <br />nil <br />T� <br />riTv 1" 1" <br />y <br />41" <br />N <br />r r� <br />rIN 3" <br />T ���� <br />4�� 4 11 <br />2„ <br />- <br />VARIES 12 <br />M <br />3z" 11" 32 <br />2 1/2" RADIUS <br />BASE <br /><O <br />iv <br />BASE ra <br />4 <br />a <br />• <br />10 <br />�N <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 />EDGE OPENING <br />6 <br />1'-6" <br />1° <br />14 <br />2a' <br />• <br />io <br />' <br />N <br />1-1/2" THICK <br />1-1/2" THICK <br />r241 <br />C� <br />_ �. <br />T <br />O <br />10" L 6" <br />r <br />_ <br />IN M <br />3.� <br />a <br />2 <br />N <br />2" 4 3„ <br />6 <br />2„ 2" iv <br />w <br />� <br />w <br />rSv <br />1-1/2" THICK <br />32' <br />21" <br />°la <br />2'-4" <br />52" <br />1'-5" 52,—� <br />00 -IN <br />`7 <br />a 1" <br />12 <br />0 <br />5i„ <br />4 <br />jl <br />VARIES <br />VARIES <br />2. <br />w <br />Q <br />TM <br />r <br />�- <br />• <br />VARIES <br />VARIES <br />4" 8" <br />iv iv <br />CO <br />Ca ; R Co <br />N <br />Cl) <br />3z <br />�� <br />^i <br />Q^ <br />1 41 <br />Q� <br />KEYSTONE F11 b <br />OPTIONAL <br />' 4" GARAGE DR. OPENING 4" <br />CO <br />NE F11 <br />OPTIONAL <br />3 a),KEYST( <br />�.� <br />4" WINDOW OPENING <br />Y"i <br />NOTE: <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 />CV FV <br />2 <br />VARIES <br />2" <br />(0 <br />00 <br />1 " <br />NOTE: <br />• FIN. TO HAVE TRADITIONAL LOOK & <br />SMOOTH FINISH5j" <br />• FOAM/ EPS MATERIAL IS ACCEPTED <br />T_8" <br />4" T-0" 4" <br />10" 1,_4„ 101, <br />14 a" 114 <br />- o <br />N <br />12 <br />2' 1 <br />1'-12" 5j" <br />7" <br />1'-4" <br />N <br />CN <br />1" 1n <br />N <br />CV <br />W O d <br />• <br />z <br />N� <br />GENERAL NOTES: <br />j— <br />ffs"`r <br />• 1.5 LBS DENSITY STYROFOAM <br />• POLYCOAT (HARD COAT) <br />ACRYLIC SAND FINISH <br />tva <br />e� <br />� o <br />CAA <br />d� <br />W <br />cn <br />LU.r+ <br />LL. r' <br />ci na P, <br />=.6m>e <br />d � <br />® c <br />aC 3 ao <br />= <br />d C� <br />��. <br />o. <br />ro o <br />a- v <br />O <br />w- <br />co <br />N <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 <br />these <br />drawings comply with the 2020 Florida Building Code <br />- <br />Residential 7th Edition. Engineer's signature and seal <br />is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />W <br />11- v E <br />co a 6 <br />C. <br />V O m C - <br />0 -s N N N OD <br />r� 0° <br />N <br />V) J <br />LL <br />of C J LL w <br />JLL� IL <br />w <br />Z <br />L (0 Z <br />Y2i <br />• W O t4 N <br />C6 c ° 0 w <br />rn <br />JI-- <br />Lr) ' Z Q <br />i- <br />`,MV4 N Q J <br />OU U <br />O <br />Z <br />E1 ❑ <br />Z N M <br />0 0 <br />Z <br />Z r= <br />J <br />Q_ <br />QE3v <br />0 <br />_o <br />LL <br />�r <br />f6 wLU <br />� <br />V <br />O w g <br />N <br />wa <br />ca a <br />w <br />J <br />zrT <br />I�i gill I (o <br />w <br />ZZZ <br />{•L <br />z <br />Z O <br />'0 <br />> N <br />Z� <br />a <br />oz <br />Z® <br />FT r6 <br />� <br />0 0 <br />O I_ <br />�¢ <br />p� <br />N <br />w00 <br />ww <br />C C <br />Qo <br />Q <br />m 0 <br />o0 <br />m t)J <br />wo <br />¢ <br />rz <br />g Z <br />o< <br />go <br />W <br />cn <br />p <br />a <br />¢¢ <br />¢p <br />O <br />v <br />0- <br />°3 <br />0 <br />o r <br />;n <br />LO <br />LO <br />d <br />m <br />i--� <br />QCcc <br />N <br />Fes— <br />M <br />O co <br />=3 <br />O <br />r <br />m� <br />W m � <br />N4-1 <br />r /^ <br />r <br />QI <br />0 -2 M <br />O� <br />M N <br />O <br />-0N <br />CDN <br />0*)M <br />LO <br />co <br />Q <br />r <br />m <br />w C'7 <br />c <br />O <br />Z <br />Z <br />O N <br />E O N <br />c <br />d <br />E y <br />U Q p <br />o <br />JOB <br />NO: 23-00523 <br />SCALE : AS NOTED <br />SHEET NO. <br />F 1 <br />ri r l r rr r 1 nlA I I I I-- - - - - - - - - , -r I� � , . 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