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8n <br />�v <br />VARIES 1'-1011 1 CAP CAP <br />211 T <br />2" *NOTE: <br />1" N <br />it FOAM TO BE USED 1" RADIUS <br />ONLY WHEN - 1/2" RADIUS •`� <br />REQUIRED BY ^ - 31/2" RADIUS <br />rIN <br />COMMUNITY ^ <br />N 5o = SPECS. IF NOT, 1 r„a <br />iv 3/4" RADIUS a 11 <br />^ CO DETAIL TO BE 1" 2" OPENING VARIES 2" 2" <br />BUILT W/ STUCCO. 1/2" RADIUS 1" 1" <br />N EDGE OF 1" 4" VARIES <br />1" OPENING VARIES V-4 <br />_ <br />c11 VARIES <br />1 <br />M 12 VARIES 111 1'-4' 111 <br />iv 111 11.011 111 <br />rIN <br />r <br />1 1/2" RADIUS <br />4a^ r 2 1/2" RADIUS <br />" - <br />N �a - <br />ti <br />CID <br />My 00 <br />CO <br />VARIES 12 31" 11„ k"7 <br />iv <br />`° 211 1 1" 111 BASE BASE <br />r <br />111 „ <br />r <br />T 2 <br />f''11d' 1 N 111„ 411 11_811 <br />r O <br />�11 <br />N 1 1 <br />*NOTE: VARIES 1g 1 <br />811 !]„ <br />FOAM TO BE USED <G <br />3" ONLY WHEN a <br />REQUIRED BY T CO <br />COMMUNITY = 1" <br />SPECS. IF NOT, 1^ OPENING VARIES 2" �N 1" 1'-4"� <br />DETAIL TO BE 2' 2" <br />ZDE BUILT W/ STUCCO. <br />EDGE OF k.1 <br />OPENING (-6 WE <br />' 1-1/2" THICK 1-1/2" THICK <br />4" 101, <br />10" _ <br />CO = =N <br />�N= <br />11 II <br />2„ 1 <br />2j" PI �� N <br />T ly1 <br />Or <br />N <br />1 <br />• <br />wQ c"vG w2" 21 <br />N cr <br />1-1/2" THICK <br />241" 2"441 <br />5z" 1-5„ 1 -4„ 3„ <br />514 <br />1�iVARIES Q <br />N <br />VARI <br />11 <br />VARIES VARIES <br />4„ 6' 4" KEYSTONE F11 KEYSTONE F11 <br />ES <br />oo 11 <br />�II <br />1" = <br />= <br />OPTIONAL r OPTIONAL <br />00 fV <V <br />is Rsa W Q Q^ 1 4j" is R4 311 <br />n -�- , _ ' 4" GARAGE DR. OPENING 4" 3 4" WINDOW OPENING 4"" <br />NOTE: <br />• INSTALL OVER STONE, TYP. <br />• FIN. TO HAVE TRADITIONAL <br />VARIES LOOK & SMOOTH FINISH <br />• • FOAM/ EPS MATERIAL IS <br />ACCEPTED <br />NOTE: <br />• FIN. TO HAVE TRADITIONAL LOOK & <br />SMOOTH FINISH 1a„ 1'-6j" <br />2 • FOAM/ EPS MATERIAL IS ACCEPTED 53"" 1'-12" 5q' <br />T-8" <br />411 31 011 411 N <br />1 ^ 10" 1'-4" 10" b iv <br />00 ;1 D <br />N <br />1" <br />CV <br />00 0 <br />1w � <br />GENERAL NOTES: <br />• 1.5 LBS DENSITY STYROFOAM <br />'v <br />• POLYCOAT (HARD COAT) <br />• ACRYLIC SAND FINISH <br />0 <br />0 <br />O <br />C9 <br />N <br />z <br />z � z <br />M <br />d N <br />E3 <br />_ M <br />t/) � <br />C1 <br />�''zLLn <br />V <br />r 1 J <br />Vi <br />♦� W CL <br />U <br />0 11, <br />N c <br />U 00 <br />W mrn <br />o s <br />U <br />ra 0 <br />o <br />S� <br />N N <br />h N <br />a <br />j`�.-j <br />viz a <br />QaN <br />LU <br />W t, a.�"�o � <br />Z O c N w " O <br />3 m <br />.w �_ <br />v N N 33 Ern m 3 2 <br />LL Z Q <br />W a �Q d o <br />[- <br />❑ ❑ <br />Q) <br />N <br />M <br />ti <br />O <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Residential 6th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />r,_ <br />co <br />a <br />E <br />O <br />z �� <br />o° <br />Z <br />Q <br />OV <br />wj❑o <br />aZ°z <br />W� <br />Z <br />No <br />no <br />° <br /><p <br />az <br />II <br />ra <br />Cx <br />C <br />� <br />mi3 <br />m0 <br />o <br />°LL <br />>z <br />z <br />N- <br />N 3 <br />ab <br />O <br />0 <br />� <br />U <br />a <br />W <br />=w <br />W <br />�~ <br />CCD <br />ia <br />la <br />00 3 <br />c Q <br />0 <br />>M <br />^L' <br />'W <br />_ <br />CU <br />T <br />W 00 a <br />C <br />� <br />T <br />L ! <br />LO N <br />ui <br />M M CN <br />o <br />Z <br />z <br />c <br />' `• <br />E Q <br />d <br />U <br />JOB <br />NO: 19-5336 <br />SCALE : AS NOTED <br />SHEET NO. <br />F 1 <br />