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VARIES 1'-10" 1" CAP = CAP <br />2" f2" *NOTE: T = <br />1« N <br />N FOAM TO BE USED 1" RADIUS--,,.A <br />ADIUS <br />ONLY WHEN - 1/2" RADIUS `� io <br />REQUIRED BY ^ - 31/2" RADIUS M <br />ENV <br />COMMUNITY ^ _ <br />N co SPECS. IF NOT, _ 1'_5a' - <br />1" 2" OPENING VARIES 3/4 RADIUS <br />DETAIL TO BE <br />BUILT W/ STUCCO. 1/2" RADIUS <br />N EDGE OF 1" 4" VARIES - C 1� 104 <br />J.— <br />OPENING VARIES <br />_ <br />c 2" VARIES <br />ce) It <br />12" VARIES <br />1 1/2" RADIUS <br />4« 4j« 2- <br />4" <br />2 1/2" RADIUS <br />j43 <br />�aW�-VARIES 1232" 113j3«2« Z« 1" 1" 1« BASE <br />BASE <br />a« V-$« / o <br />N <br />1'cMo <br />-0" N <br />I I o <br />*NOTE: VARIES 8" 2" <br />FOAM TO BE USED ` <br />3„ ONLY WHEN _tD <br />REQUIRED BY a <br />COMMU N►TY <br />SPECS. IF NOT, 1" OPENING VARIES 2' 1« V-41. <br />DETAIL TO BE <br />ZIEBUILT W/ STUCCO. <br />EDGE OF ki <br />OPENING 6« <br />0- <br />1-1/2" THICK 1-1/2" THICK To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />4" 101, N " dngs comply <br />�lding CsaResienba Bth Ed �Egineer's signate 2017 Florida ure a el is only for <br />rn <br />v the structural engineering portions of the drawing <br />pages bearing <br />101, 6" Engineer's signature and seal. <br />2j, N W <br />r a o 8�� <br />te <br />T 11 a y ch C7 W N <br />O� �� di CQ N N LL LL d <br />c c J <br />z z N LL U.a a0 <br />W <br />S <br />C 2" 4" 3« „ N w_ w_ = W � rn a <br />51 N 2 2 'M Z cc N O W p N <br />0 <br />c j N M Q U J <br />9 / W OU ❑❑❑ <br />I <br />i 3« <br />� 1-1/2" THICK <br />Q z `" <br />i z <br />5Z« V-5„ «93 <br />jjj�4��"�yyy o <br />i�-�—i '� 'I N <br />v 4" 1'-4" 3" I I f I = N z-8 <br />a _ -8 <br />�_ � III �Wg <br />ij— <br />f2l <br />1" 4 VARIES VARIES .0 c g <br />�« <br />cD � LN <br />� ti <br />Lu <br />VARIES VARIES c �Q <br />Moir <br />Q c4 Y <br />C I N o ` <br />cm <br />1 T <br />p=�v+ 4« 8« <br />M Z <br />3 <br />3 6" 4" KEYSTONE F11 c = KEYSTONE F11 00 a <br />Q N N p,1" OPTIONAL T OPTIONAL Q E =o <br />N 00 I !� N c=o - <br />v °v 3 EN L3- Woo=;o <br />�Na, Rroa I 4" GARAGE DR. OPENING 4" 4WINDOW OPENING 4" m <br />2- chva�i <br />" <br />NOTE: Z N J z <br />• INSTALL OVER STONE, TYP. 2,o <br />= VARIES • FIN. TO HAVE TRADITIONAL a 333 83 w <br />o E• LOOK & SMOOTH FINISH W 3 k <br />• • • • OACCEPTED MATERIAL IS o <br />coA co <br />t1 NOTE: `t <br />• FIN. TO HAVE TRADITIONAL LOOK & 1' 4" o <br />SMOOTH FINISH 1 " 1'-6 " 1 " 1 ' 2'-1" LatN <br />2" • FOAM/ EPS MATERIAL IS ACCEPTED 54 1'-1 54" j d" 'J <br />cg T-8" 7« <br />m <br />i 4" T-0" 4" iv o <br />1 « _ _ c� <br />10" 1'-4" 10" � > N <br />i = ioVCD <br />Eo QO <D z� N 1 r <br />;tEO <br />A N ` Q C o 0 1" _ N CL cc <br />," F— no = <br />o <br />o Rom; T o <br />r s .N r <br />N0 LO <br />tD <br />$ o0 q cEo r 6 a Z <br />co <br />•, F� E O v ui c <br />N �sra U _°-r Q p <br />1" 1" Rrph 12" JOB NO: 20-6220 <br />SCALE : AS NOTED <br />GENERAL NOTES: SHEET NO. <br />• 1.5 LBS DENSITY STYROFOAM <br />• POLYCOAT (HARD COAT) <br />Y • ACRYLIC SAND FINISH <br />