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2 <br />1" <br />*NOTE: <br />VARIES <br />1" RADIUS <br />Cl) <br />iv <br />M <br />iv <br />f2" <br />N <br />� - <br />CO <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" <br />BUILT W/ STUCCO. <br />EDGE OF <br />OPENING <br />N <br />:- <br />3 1/2" RADIUS <br />3/4" RADIUS a <br />1/2" RADIUS <br />1" 4" <br />1/2" RADIUS <br />1'-53" <br />a <br />VARIES <br />VARIES <br />�M <br />_ <br />0 <br />+ <br />M r <br />(V <br />22, <br />VARIES <br />4" <br />4, & <br />MIV' <br />CO �� <br />r)Iv 1 n 1 n <br />a" <br />4" 42 <br />N <br />„r 00 <br />3" <br />SIN <br />T 3" D <br />2„ <br />"vi �O <br />VARIES 12" <br />2 2 <br />�IN <br />M <br />32, 11" 32, <br />1, $„ <br />1 1/2" RADIUS <br />2 1/2" RADIUS <br />12' VARIES <br />BASE <br />SIN <br />r <br />t;7 r. <br />O <br />3„ <br />*NOTE: <br />FOAM TO BE USED <br />ONLY WHEN <br />REQUIRED BY d <br />COMMUNITY <br />SPECS. IF NOT, 1" <br />DETAIL TO BE <br />BUILT W/ STUCCO. <br />VARIES <br />OPENING VARIES <br />2" 2" <br />2" <br />g" 2" <br />d�N <br />1'-s" <br />1" V 4" <br />1" <br />`O <br />F—E <br />12' <br />`O <br />EDGE OF <br />OPENING <br />• <br />, <br />r <br />24, <br />• <br />O <br />101,CV <br />241" <br />`Iv <br />_ <br />� <br />iT <br />I I <br />N <br />r <br />1-1/2" THICK <br />1-1/2" THICK <br />�N <br />N r, <br />3++ <br />4 <br />2 <br />N <br />2„ 4„ 3++ <br />6" <br />2„ 2" iv <br />W <br />W <br />{M <br />1-1/2" THICK <br />24+ <br />_� <br />r <br />TM <br />2'-4" <br />1'-10" <br />4" <br />31" <br />�++ 1+_5+, SZ++ <br />IN <br />00 <br />1 +„ 3„ <br />_ N <br />- <br />++ <br />L <br />4 <br />w <br />Q <br />� <br />M <br />2 <br />o II�'j <br />22' <br />io <br />VARIES <br />VARIES <br />I <br />I <br />4" 8" <br />r--------- _a <br />00 I <br />M <br />^ . <br />2 41+ <br />6" 4" <br />`--r <br />N N <br />io R�4b, <br />2_ <br />NOTE: <br />• INSTALL OVER STONE, TYP. <br />• FIN. TO HAVE TRADITIONAL <br />LOOK & SMOOTH FINISH VARIES <br />• FOAM/ EPS MATERIAL IS <br />ACCEPTED <br />r <br />VARIES <br />PNEF0 <br />. OPENING <br />VARIES <br />3" a <br />4" <br />NOTE: <br />• FIN. TOHAVE TRADITIONAL LOOK & <br />SMOOTH FINISH <br />• FOAM/ EPS MATERIAL IS ACCEPTED <br />3'-$" <br />14, V-6a" 14. 12 <br />f2" <br />to co <br />1 " <br />_ � <br />v <br />4" T-0" 4" <br />10„ V-4„ 10+, <br />0 <br />m <br />iv <br />KEYSTONE F11 <br />OPTIONAL <br />00 <br />N <br />b <br />CV <br />' 4" <br />WINDOW OPENING <br />4" <br />5a„ 1'-12' 53„ <br />D�� <br />1++ <br />N <br />1 <br />TN <br />p') I <br />M M r <br />��- <br />RrO, <br />r <br />`t <br />I <br />—/ <br />I <br />GENERAL NOTES: <br />• 1.5 LBS DENSITY STYROFOAM <br />• POLYCOAT (HARD COAT) <br />ACRYLIC SAND FINISH <br />im <br />zo <br />z� <br />Q <br />J <br />C <br />a--� w <br />.0 <br />O W <br />1 <br />(21- <br />o <br />(Jn = <br />In <br />Mo <br />U <br />C(] r <br />L U <br />U <br />nC'i <br />c� c0 aMj <br />tV 'O co_ <br />0 NO <br />N <br />O <br />CU-a0 <br />7 <br />U (D <br />C <br />fl o <br />O <br />1 <br />Q m <br />U-) "t <br />Q O <br />N,C 6 D C <br />®o <br />ti <br />N <br />_ N <br />c N <br />t7 yo o° �z <br />o CV <br />N <br />° <br />a <br />0 <br />Z W mNtiz — <br />Z <br />W Q�""'N <br />°U-j W <br />�W—��- <br />�Q- <br />Z <br />a v7 <br />O <br />= �,o¢ <br />(r <br />O O <br />LLZ Nc, o <br />W a°'a�r- <br />¢ <br />N co - <br />C5 <br />U O0 <br />To the best of the Engineer's knowledge, information, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the Florida Building <br />Code 5th Edition (2014) Residential. Engineer's signature <br />and seal is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />0 <br />Z N <br />O1-4 v r\ <br />0 <br />Q (1) 0 Lr) <br />a <br />V) <br />a LZ LL '� <br />a <br />H <br />z Q UD <br />00 <br />\J <br />E <br />z� <br />WJ C:) <br />d' <br />Oz <br />F O <br />w � <br />z a <br />z� <br /><¢ <br />W¢�0, <br />U z O O <br />U <br />Z U Z Q <br />J <br />mlwz <br />Lq <br />U LL N <br />W <br />W <br />Qzz <br />o Lu <br />Ln <br />>0 <br />az <br />TI <br />5 <br />cc: <br />a <br />z <br />c <br />M <br />F-- <br />oC <br />o <br />Q <br />O <br />z <br />�a <br />U <br />= <br />^_�� <br />C� <br />Woo <br />LU <br />U E! m J <br />N <br />z Q 0 Q <br />Wo J <br />w c� z; <br />20 <br />z <br />z <br />C,.o <br />W a z <br />LU <br />J <br />Lln <br />>� <br />L1.1 <br />'<,Ru..o <br />,-1 <br />¢ <br />Z <br />z <br />Q z <br />aun <br />m <br />0 <br />^ <br />= <br />QLn <br />z <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: ERAN D <br />VERSION N0. 10 <br />O <br />SHEET NO. <br />F 1 <br />