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Q <br />pn <br />r <br />LLL <br />i <br />v <br />o- <br />cn <br />8 <br />O <br />J <br />Q) <br />M <br />E <br />O <br />1 <br />M <br />x <br />iY <br />1.0 <br />LO <br />`v <br />o- <br />0 <br />J <br />O) <br />c0 <br />1 <br />M <br />N <br />L0 <br />0 <br />L0 <br />0 <br />/ <br />L0 <br />Ln <br />>U <br />0 <br />C <br />Cr <br />0 <br />6 <br />M <br />i <br />0- <br />�C <br />C <br />0 <br />CD <br />v <br />CD <br />i <br />d.: <br />0 <br />v <br />0 <br />a> <br />LZ <br />N <br />N <br />L0 <br />0 <br />0 <br />CL <br />0 <br />r <br />Lc� <br />ai <br />0 <br />d <br />Z <br />Z <br />W <br />Q <br />m <br />v <br />211 <br />1 <br />2" <br />N <br />00 <br />C° <br />VARIES <br />*NOTE: <br />FOAM TO BE USED <br />ONLY WHEN h <br />REQUIRED <br />Y COMMUNITY <br />SPECS. IF NOT, J <br />DETAIL TO BE 1" 2" OPENING VARIES 2" 2- <br />1'-10" <br />r^ <br />iv <br />1z" <br />CAP <br />1" RADIUS--"'Cl' <br />3 1/2" RADIUS 1/2" RADIUS <br />3/4" RADIUS 4 1'-54" <br />= <br />M <br />CAP <br />c� <br />- <br />CV <br />BUILT W/ STUCCO. <br />EDGE OF <br />OPENING <br />O <br />17 <br />1/2" RADIUS <br />1" 4" <br />22„ <br />2 <br />VARIES <br />VARIES <br />VARIES <br />VARIES <br />MIS SIN <br />rTN <br />1 _p <br />1' 4" <br />1 1/2" RADIUS <br />4 <br />31,, „ 4 <br />Mla <br />4„ 42, <br />MIS <br />N <br />Tco <br />�„ <br />T 3„ 3„ <br />4 4 <br />2" <br />I�`�Ij <br />VARIES 12 <br />2 2 <br />SIN <br />M <br />3z" 11" 32" <br />1" 1" <br />1,_8" <br />1" <br />2 1/2" RADIUS <br />BASE <br />T <br />CO <br />• <br />N <br />BASE <br />3" <br />4 <br />/ <br />• <br />rN <br />4" <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 />2" 2" <br />EDGE OF <br />OPENINGNG <br />2" <br />I`--r`� <br />�N <br />_U <br />6 <br />1'-6" <br />1" 1'-4" <br />I <br />1" <br />I ' <br />co <br />`r <br />24° <br />• <br />� <br />Mimi <br />' <br />O <br />(V <br />1-1/2" THICK <br />1-1/2" THICK <br />101,�m <br />21" <br />4 <br />e `IV <br />� <br />d• <br />�t <br />10" <br />N <br />_ <br />TIC - <br />=11N <br />rl <br />3.. <br />4 <br />/ <br />2" 4„ 3" <br />6" <br />2„ <br />cn <br />w <br />cn <br />w <br />1-1/2" THICK <br />— <br />31" <br />2,' <br />4 <br />rN <br />r <br />c� <br />2'-4" <br />52" <br />1 � 5„ 52' <br />Qo IN <br />1, 4„ 3„ <br />N <br />r <br />5111 <br />4 <br />4" 1" <br />12 <br />VARIES <br />VARIES <br />2" <br />w <br />22, <br />VARIES <br />VARIES <br />4„ 8„ <br />r--------- _ <br />cv N <br />i <br />oo <br />`° i 'Qg•, CO <br />z <br />3oo <br />3. <br />pA <br />�1' <br />�QiL <br />2' 44' <br />KEYSTONE F11 b <br />OPTIONAL <br />4" GARAGE DR. OPENING 4" <br />KEYSTONE F11 <br />OPTIONAL <br />3 3" <br />3 4 4" WINDOW OPENING 4" 4" <br />NOTE: <br />• INSTALL OVER STONE, TYP. <br />6" 4" <br />co R�l41„ <br />' <br />VARIES <br />• <br />• <br />FIN. TO HAVE TRADITIONAL <br />LOOK & <br />SMOOTH FOAM/ EPS MATERIAL IS <br />ACCEPTED <br />2" <br />NOTE: <br />• FIN. TO HAVE TRADITIONAL LOOK & <br />SMOOTH FINISH <br />• FOAM/ EPS MATERIAL IS ACCEPTED <br />14" 1'-64" 14, <br />12' <br />54 <br />2'-1 " <br />1'-12' 54 <br />1'-4" <br />r <br />oo <br />f <br />1 " <br />�t <br />3'-8" <br />4" 3'-0" 4" <br />101, 1'-4" 101, <br />0 <br />7N <br />iv <br />(V <br />1" <br />1 <br />� <br />- <br />- <br />C <br />iv fl <br />CV <br />�o <br />M M r <br />• <br />N <br />rIN <br />O <br />1' 1" 1" <br />GENERAL NOTES: <br />M � <br />- <br />• 1.5 LBS DENSITY STYROFOAM <br />• POLYCOAT (HARD COAT) <br />• ACRYLIC SAND FINISH <br />e•� <br />c� <br />c <br />CN9 <br />c+11) <br />a <br />CL)Cz <br />w <br />T2 <br />o <br />Q � N <br />• � c <br />CD V S <br />eas M <br />a, <br />cL) <br />QD <br />ce <br />� u <br />M <br />CV <br />0 <br />CV <br />t1') <br />O <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 />Ufa fi N <br />4 <br />o E <br />O CM 8 <br />CN 0 <br />V <br />0ow Al <br />m <br />N r m <br />yy <br />N O {� <br />ell YI <br />a <br />LL <br />33 <br />d 3 J <br />JLLL:3 ` a <br />w <br />Z <br />_ <br />(6 C O N <br />p <br />4 <br />W <br />0 <br />N <br />4' <br />W <br />o <br />0O' o m w <br />LL <br />J <br />N <br />U O a <br />.L <br />_ W <br />� <br />❑ ❑ <br />(i n <br />z <br />0 00 <br />,35 <br />N <br />Z o <br />Q v <br />UM <br />N <br />V <br />C4 0 <br />w � <br />O <br />� <br />w o <br />CL <br />ua. <br />E <br />'j" U) <br />N <br />Qco <br />o <br />M <br />w <br />z <br />LL � <br />E <br />fl O <br />Co UCo <br />Zo <br />o� <br />w? <br />gN <br />z© <br />oa <br />F— r6 <br />20 <br />0o <br />CDo <br />�� <br />10a <br />°¢ <br />F- <br />wwz <br />0 <br />CID <br />a <br />3 < <br />10U <br />m0 <br />o 0 <br />ZF <br />z <br />J <br />m <br />a w <br />c� <br />Z <br />z0 <br />Wo <br />,0 <br />a° <br />m <br />M <br />Jw <br />�� <br />S <br />V <br />O ¢ <br />O- <br />0 <br />U <br />0 <br />O <br />= <br />�r <br />CO <br />LO <br />LO <br />rn <br />m <br />Q <br />(� <br />co <br />O <br />� <br />O <br />� <br />� o <br />J <br />NO <br />m <br />' O <br />O <br />r <br />QI <br />LL cM <br />L) N <br />r <br />m ` <br />LO <br />T <br />r <br />L0 <br />r <br />E <br />c N <br />Z <br />Z <br />E r <br />( <br />c <br />a <br />E <br />U <br />Q p <br />JOB <br />NO: <br />23-06139 <br />SCALE : <br />AS NOTED <br />SHEET N0. <br />F 1 <br />Ill fil I - -- <br />