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3 <br />v <br />DO <br />(Y <br />N <br />V <br />O <br />O <br />CV <br />N <br />m <br />0: <br />C <br />N <br />v <br />rn <br />J <br />N <br />N <br />]V <br />c <br />C <br />3 <br />R <br />N <br />N <br />/ <br />d <br />H <br />N <br />0 <br />2 <br />C <br />i <br />a <br />Ii <br />O <br />U <br />O <br />0 <br />U <br />U <br />O <br />a <br />a <br />0 <br />v <br />0 <br />J <br />LZ <br />0 <br />0 <br />ca <br />O <br />a <br />N <br />O <br />O <br />CV <br />CD <br />0 <br />CD <br />i= <br />m <br />0 <br />2 <br />1" <br />iv <br />cv <br />2" <br />N <br />oo <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 70 BE 1" 2" OPENING VARIES 2" 2" <br />BUILT W/ STUCCO. <br />EDGE OF <br />OPENING <br />V-10" <br />r,N <br />r` <br />N <br />*- <br />q <br />31„ 31- <br />2 11' 2 <br />1„ 1„ <br />12' <br />1" <br />1" RADIUS <br />3 1/2" RADIUS 1/2" <br />3/4" RADIUS <br />1/2" RADIUS <br />1" 4" <br />22, <br />12 <br />1 1/2" RADIUS <br />2 1/2" RADIUS <br />CAP <br />RADIUS <br />V-54" <br />VARIES <br />VARIES <br />VARIES <br />VARIES <br />BASE <br />Cl) <br />- <br />MIV aN <br />SIN <br />' <br />LO T <br />CAP <br />°ct <br />1" 1" <br />1'-0" <br />V-4" <br />`�' <br />BASE <br />4 <br />31" 4' <br />- <br />c+rly <br />= <br />,- <br />4 <br />4„ 42" <br />SIN <br />r� <br />r'N 3„ <br />r 4„ 4„ <br />1„ <br />VARIES 12 <br />2, 4, <br />yam. <br />rN <br />19 <br />E41 <br />24' <br />• <br />12" <br />0fl <br />3„ <br />*NOTE: <br />FOAM TO BE USED <br />ONLY WHEN <br />REQUIRED BY <br />COMMUNITY <br />SPECS. IF NOT, 1" <br />DETAIL TO BED <br />BUILT W/ STUCCO. <br />VAR] ES <br />OPENING VARIES <br />2" 2" <br />EDGE NG <br />OPENING <br />2" <br />8" 2" <br />�N <br />6 „ <br />V-6" <br />1" 1'-4" <br />O <br />tV <br />1" <br />a <br />a <br />� <br />1-1/2" THICK <br />� <br />1-1/2" THICK <br />2i„ <br />4 <br />_ IV <br />� <br />a <br />1„ <br />2 <br />I <br />L <br />04 <br />10 <br />10" 6" <br />81 <br />6" <br />2„ 2„ iv <br />M0 <br />�M <br />^ri <br />•-CI„N <br />2„ 4„ 3„ <br />�4, <br />r <br />IN50 <br />a" 1" <br />2' <br />w <br />1-1/2" THICK <br />• <br />2'"4" <br />V-4„ 3„ <br />12" <br />woj <br />• <br />4 <br />I I I I <br />- <br />32' <br />rM <br />N <br />M <br />52, 1 5„ 52, <br />54 , <br />Q1' �, <br />2 44 <br />: <br />VARIES <br />VARIES <br />VARIES <br />KEYSTONE F11 b <br />OPTIONAL <br />' 4" GARAGE DR. OPENING 4" <br />VARIES <br />KEYSTONE F11 00 <br />OPTIONAL <br />„ 3„ <br />3 q 4" WINDOW OPENING 4" a' <br />NOTE: <br />• INSTALL OVER STONE, TYP. <br />• FIN. TO HAVE TRADITIONAL <br />LOOK &SMOOTH FINISH <br />• FOAM/ EPS MATERIAL IS <br />ACCEPTED <br />4„ 8" <br />r--------- - <br />N N <br />I <br />80 I <br />Rs° <br />—f — <br />1„ <br />6" 4" <br />ZD <br />R44r" <br />2 <br />: <br />VARIES <br />f2" <br />00 <br />CV <br />1" <br />o <br />00 0 <br />M M r <br />NOTE: <br />• FIN. TO HAVE TRADITIONAL LOOK & <br />SMOOTH FINISH <br />• FOAM/ EPS MATERIAL IS ACCEPTED <br />3'-0" <br />4" 3'-0" 4" <br />10„ V-4„ 101, <br />R70" <br />11„ 1,-63„ <br />4 4 4' <br />o <br />co <br />CV <br />T <br />fV <br />;- <br />2' <br />IRA <br />5a" <br />1''12' a" <br />7" <br />'� <br />�o <br />'6V <br />Q ,' <br />, <br />N <br />N <br />iv <br />1" <br />1" <br />2 <br />GENERAL NOTES: <br />• 1.5 LBS DENSITY STYROFOAM <br />• POLYCOAT (HARD COAT) <br />• ACRYLIC SAND FINISH <br />0 <br />N <br />O <br />N <br />O <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained <br />within these <br />drawings comply with the 2017 Florida Building Code - <br />Residential 6th Edition. Engineer's <br />signature and seal is only for <br />the structural engineering portions of the drawing pages beadng <br />Engineers signature and seal. <br />Q <br />E ccOO <br />O N ik <br />is <br />O O m <br />C-1) N N C <br />(0 <br />N LL <br />7� N <br />LL rl <br />ni <br />/ M <br />W rn <br />Z <br />Caa; <br />U) . <br />W <br />O _ <br />x <br />00 m -j <br />O <br />W <br />@ O r 0 <br />cn EZ <br />ccro <br />a. <br />J <br />'�• <br />N O <br />'A co Z <br />W <br />Q O <br />Wv <br />U <br />❑❑❑ <br />z N O <br />� O <br />� O <br />z � <br />Z o <br />O <br />W(A <br />� <br />M <br />^1 <br />z <br />ELw <br />� � <br />.O <br />W O <br />0 Qn <br />�V) <br />� <br />� o <br />U m <br />w rn <br />— O $ <br />Ls <br />C' o' <br />Q 0 <br />14 <br />o <br />w <br />M <br />0o <br />z <br />zo <br />�� <br />>� <br />a� <br />Q 0 <br />Eoo <br />— <br />Z® <br />f— <br />Ko <br />ttF <br />D U <br />� U <br />U� <br />�o <br />ww <br />(V <br />rr <br />O <br />Cn C <br />¢ <br />i� <br />1 <br />ZF <br />J <br /><w <br />to <br />a 0 <br />z <br />50 <br />U <br />a <br />8M <br />a Z <br />U <br />W. <br />oz <br />xF <br />=3 <br />of <br />C.0 <br />�o <br />a x <br />zla <br />� 3 <br />J <br />LM <br />M <br />L <br />ai <br />ro <br />c9 <br />> <br />L <br />CO <br />2 <br />O N <br />r <br />p <br />CF) <br />.TT� <br />Cq <br />r <br />J>1 <br />LO <br />r N <br />r <br />m <br />�/� <br />u J <br />O r <br />M <br />o <br />M <br />Z <br />E <br />c <br />N <br />n <br />O <br />U J <br />Q <br />C <br />JOB <br />NO: <br />20-2741 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />F 1 <br />If•EM <br />