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C IIIII[QIllll . II,IIIIV��!1� Iq-I II. III I II L1 I I ill III_ I -I I I I. I11 II _i "Pill III I 11II ! Ilr I. la raala.mu I ■■hall! a..,. I : ■ <br />VARIES 1'-10" 12" CAP = CAP <br />2" 2" *NOTE: <br />1„ 1" RADIUS sh N <br />N FOAM TO BE USED _ <br />ONLY WHEN 3 1/2" RADIUS 1/2"' RADIUS CO <br />REQUIRED BY °,N <br />COMMUNITY ^ 3/4" RADIUS 4 <br />N 0o = SPECS. IF NOT, N Mld <br />fih <br />cD DETAIL TO BE 1" 2" OPENING VARIES 2" �2 V 1" <br />BUILT W/ STUCCO. 1/2" RADIUS 1" 1" � s <br />iv 1" 4" VARIES - <br />EDGE OF MIV SIN 1'-0" r1 <br />1' OPENING VARIES 1'4" <br />221" VARIES <br />q N it,,1" <br />VARIES 1," "" <br />1 1/2" RADIUS T ; n._t <br />4!"" 2," 4' 2 1/2" RADIUS <br />all <br />in :- <br />Ln ZD 0. <br />riiv r" r <br />CO <br />VARIES 12", 32" 11" 32' iv <br />,"" 1"" 1" BASE BASE <br />TIN 3"" 2 2 <br />T 3"" 3„ <br />1'-8" <br />T� 1 "" 1 "" a a <br />3" <br />4 <br />o <br />-N � <br />12 N a <br />2 — m <br />*NOTE: VAR►ES g" 2„ o d <br />FOAM TO BE USED <br />3„ ONLY WHEN <br />REQUIRED BY 1'-6" T- N z o <br />COMMUNITY 1" �� c.4 M 0 <br />SPECS. IF NOT, 1"' OPENING VARIES 2" j �N 1" 1'-4" r wl= <br />DETAIL TO BE 2," 2"" —�`r •U ® a, <br />BUILT W/ STUCCO. 2 — <br />EDGE OF 6"" ' O E wtL <br />OPENING <br />on <br />U <br />rJL& <br />., <br />o V V!•....." . <br />1-1/2 THICK 1-1/2" THICK ®® <br />l(J Y <br />4" 101" <br />101, 6" <br />N N <br />2a U) <br />W <br />W aNy� zLu <br />a a <br />T Z <br />C�oaB o <br />v ♦♦ <br />PE <br />M Z rn tOLL LU P1 <br />O U V O <br />❑ ❑ <br />4"" 6 � <br />2"" 4", 3„ <br />w w <br />2 <br />to 2" 2" N M w <br />N <br />M <br />00 <br />0 <br />1-1/2" THICK 32" <br />214 <br />chi <br />2'-4" <br />'Id <br />52" 1'-5" 52" <br />54„ 1'-4", 3"" <br />60 'IN - 4 <br />4" 1" 12" VARIES VARIES <br />� <br />2 DR <br />w 2 To the best of the Engineer's knowledge, information and belief, <br />Q r j the structural plans and specifications contained within these <br />drawings comply with the 2017 Florida Building Code - <br />VARIES VARIES Residential 6th Edition. Engineer's signature and seal is only for <br />• the structural engineering portions of the drawing pages bearing <br />1 - Engineer's signature and sea] <br />4„ 8"" <br />CD <br />32 �� - M <br />00 ^ U z o m <br />6" 4" KEYSTONE F11 0 _ KEYSTONE F11 w z ❑ <br />OPTIONAL T OPTIONAL Q o <br />� E o � <br />1 NJ <br />aw ze <br />Q�'L - _ N U �o UO <br />co { to 1 1, cm _ 3" E a o M111 <br />.0 <br />j RS 2 44 V. R4gr" ¢ o . w <br />T <br />GARAGE DR. OPENING 4" 3" a ' 4" WINDOW OPENING 4" 3", }'- <o coo <br />d2 4 U Zo <br />iz x <br />NOTE: ) J ¢0 zZ <br />M 2 • INSTALL OVER STONE, TYP. a 3 0 a o <br />• FIN. TO HAVE TRADITIONAL 2 Z <br />LOOK & SMOOTH FINISH c i o <br />VARIES a�3 <br />• FOAM/ EPS MATERIAL IS <br />ACCEPTED o ;o <br />co aF <br />t A Ov 3 <br />NOTE: I <br />• FIN. TO HAVE TRADITIONAL LOOK & 1'-4" 2 CD <br />SMOOTH FINISH 14' 1'-64" 14' 12' 2 1 <br />MM <br />54"" 1 1 1 54"" <br />f2" <br />• FOAM/ EPS MATERIAL IS ACCEPTED <br />3 _g' <br />4"� T-0"" 41, W <br />10" V-4„ 10", cv N <br />,> L o <br />0 0 <br />N <br />N Q o c� N <br />i�a. m o �— ocn <br />d. <br />r � 0 <br />LO <br />fV V J T <br />0o00 r <br />ui M CV o <br />00 0 Z <br />ca O N I\\ <br />Z Ec <br />•pQ a 0 ° ¢ o <br />JOB NO: 19-5896 <br />1" 2 <br />SCALE..: AS NOTED <br />GENERAL NOTES: SHEET No. <br />• 1.5 LBS DENSITY STYROFOAM <br />• POLYCOAT (HARD COAT) F 1 <br />0 ACRYLIC SAND FINISH <br />