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9 <br />2" <br />*NOTE: <br />VARIES <br />1'-10" <br />1' <br />CAP <br />= <br />CAP <br />cv <br />iv <br />FOAM TO BE USED <br />ONLY WHEN <br />1" RADIUS <br />1/2" <br />1/2" RADIUS <br />2" <br />1„ <br />00 - <br />SD <br />REQUIRED BY <br />COMMUNITY <br />SPECS. IF NOT, <br />DETAIL TO BE <br />1" 2" OPENING VARIES 2" �21 <br />r, - <br />N <br />3 RADIUS <br />3/4" RADIUS <br />1-5d <br />BUILT W/ STUCCO. <br />1/2" RADIUS 1„ 4" <br />VARIEjc Sl� <br />`IN <br />1" 1" <br />N <br />M <br />1• <br />EDGE OF <br />OPENING <br />VARIES <br />1'-4" <br />iv <br />4 <br />22,r <br />VARIES <br />N <br />VARIES <br />1„ 11_00 1,r <br />1 1/2" RADIUS <br />�N <br />4" <br />34' 4" <br />4 4, <br />2„ <br />r <br />c <br />21/2" RADIUS <br />�r <br />= <br />V- <br />f� <br />1„ <br />VARIES 12 <br />31,r 31„ <br />z 11' z <br />BASE <br />iv <br />BASE <br />3" <br />1r, 2" <br />MIS <br />,- 1" 1" <br />+=1N <br />2. <br />2 <br />1,_8„ <br />err <br />4 <br />� <br />1,,0„ <br />CV <br />y 4„ <br />y <br />"NOTE: <br />VARIES <br />8" 2" <br />3„ <br />FOAM TO BE USED <br />ONLY WHEN <br />ZIE <br />REQUIRED BY <br />1'-6" <br />COMMUNITY <br />SPECS. IF NOT, 1" <br />DETAIL TO BE <br />OPENING VARIES <br />2" <br />�N <br />Lu <br />1" 1'-4" <br />1" <br />r� <br />2„ <br />BUILT W/ STUCCO. <br />EDGE OF <br />21q <br />• <br />' <br />OPENING-- <br />6„ <br />--� <br />Q <br />, <br />1-1/2" THICK <br />1-1/2" THICK <br />101, <br />21„ <br />4 <br />d <br />N <br />IN m <br />4" <br />N <br />2" 4rr 3" <br />6. <br />2„ 2-N <br />CY <br />Tri <br />—.—_ ._...... -- - 1 , <br />- - 3� <br />1-1/2" THICK <br />21„ <br />- - <br />T <br />2'-4u <br />52--- <br />54„ <br />N <br />� IN <br />VARIES <br />VARf ES <br />—r`d <br />2�" <br />w <br />_ <br />1 <br />--. ........_..--......_.-....__......._.,___ <br />VARIES <br />VARIES <br />4„ 8„ <br />1„ <br />2 <br />r ._— <br />- <br />��� <br />Q <br />:F11 00 <br />r--------- _ <br />cv i N <br />00 <br />pN <br />Q�' <br />6" 4" <br />N N <br />KEYSTONE F11 0 <br />OPTIONAL <br />OPTIONAL NE KEYSTONE <br />Ko <br />in i R6 <br />Q <br />2 4 ,r <br />R44r„ Z' <br />3„ <br />-}- <br />2" <br />r <br />4" <br />GARAGE bR. OPENING 4" <br />3 4 4" WINDOW OPENING 4" 4" <br />OINSTALL <br />• OVER STONE, TYP. <br />VARIES <br />• FIN. TO HAVE TRADITIONAL <br />LOOK & SMOOTH FINISH <br />' <br />• <br />• FOAM/ EPS MATERIAL IS <br />ACCEPTED <br />NOTE: <br />• FIN. TO HAVE TRADITIONAL LOOK & <br />11" 1'-64" 14' <br />1�" <br />2'-1„ <br />1'-4„ <br />2" <br />SMOOTH FINISH <br />• FOAM/ EPS MATERIAL IS ACCEPTED <br />4 <br />54" <br />1'-12' S" <br />3r 8,r <br />--� <br />`y <br />1" <br />4"3r_0„ 4„ <br />10rr 1 ram„ 10,r <br />;- <br />�- <br />--- - <br />cv <br />00 <br />4E <br />(V <br />- <br />1" <br />1,r <br />o <br />N-_._..— <br />. --- <br />00 O <br />CV� <br />f <br />- <br />GENERAL NOTES: <br />1.5 LBS DENSITY STYROFOAM <br />� <br />• POLYCOAT (HARD COAT) <br />I <br />I <br />• ACRYLIC SAND FINISH <br />N <br />o <br />C" <br />CC c <br />m C14 <br />•W, <br />n.. <br />.. N . <br />Qf Q =[I <br />-C% <br />CV � <br />mE= <br />rx <br />rcr <br />C" <br />c CZ <br />s' <br />V) <br />fC p <br />� U <br />H--? <br />0 <br />cy <br />CV <br />d <br />To the best of the Engineers knowledge, Information and belief, <br />the structural <br />plans and specifications contained <br />within these <br />drawings comply with the 2020 <br />Florida Building 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 <br />signature and seal. <br />A:7GM� W <br />F. <br />E <br />N <br />y <br />w 0'0 <br />N <br />' <br />0 <br />a <br />mom <br />C� 0 <br />ac <br />W <br />' <br />,Z <br />u- <br />— ti <br />N C � <br />a- <br />X <br />0.13 <br />y 4 <br />M <br />,Y <br />� Co 04 <br />d <br />yLL <br />W <br />W <br />Z <br />W <br />in�QiQ' <br />W T <br />N Z <br />O <br />� <br />m w <br />2 <br />0 U <br />o <br />Uo¢ <br />CD <br />z o� <br />� o <br />J <br />V) <br />M <br />2, <br />c <br />•U <br />.� <br />Ow <br />riv ;l yyl <br />U <br />W <br />1— � <br />U � <br />• <br />- fn <br />M <br />c' <br />Iu <br />_I <br />U- <br />E <br />E <br />7 K <br />�o <br />o <br />ro <br />as <br />Z• <br />00 <br />E <br />Cb <br />KU <br />a <br />0U <br />0 g� <br />Ry <br />do <br />`z Q <br />wW <br />CiJ <br />"I O <br />O � <br />zo <br />U <br />y„ <br />o <br />ak <br />rn w <br />s <br />nd <br />�� <br />v <br />'5 <br />oo 3 <br />.a O <br />}L <br />J <br />LO <br />LO <br />iv <br />Q <br />c� <br />M <br />M <br />co <br />.-- <br />U) o <br />C 4 <br />m <br />IM <br />LO <br />�- <br />''^^' <br />v J <br />CP <br />N <br />Q <br />cV <br />.�. N <br />— <br />T <br />tp <br />E <br />c CD <br />M <br />Z <br />CID <br />Z <br />E N <br />ih <br />iL <br />U 0 <br />p a' <br />Q Q <br />c <br />JOB <br />NO: <br />23-00520 <br />SCALE : <br />AS NOTED <br />SHEEP NO. <br />F 1 <br />r-I TI m—r,II` ii 1— 1 <br />