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VARIES 1'-10" 1 Z' CAP = CAP <br />T <br />2" 2" *NOTE: N <br />1" <br />1" DIUS-111 <br />N FOAM TO BE USED <br />ONLY WHEN 3 1/2" RADIUS 1/2" RADIUS* CD <br />REQUIRED BY �,N <br />COMMUNITY ^ 3/4" RADIUS a 1'-5-a' "la <br />iv ca SPECS. IF NOT, N Div v <br />CO DETAIL TO BE 1" 2" OPENING VARIES 2" <br />BUILT W/ STUCCO. 1/2" RADIUS 1" 1" <br />N EDGE OF 1" 4" VARIES <br />1^ OPENING r VARIES <br />0 22 VARIES <br />ch ;_ 11. <br />2 VARIES <br />N -IN <br />1 1/2" RADIUS T <br />All' 2" <br />4" � �`—� 2 1/2" RADIUS <br />34 L. a � r _ <br />"cv C�o - c <br />iD <br />"v o <br />VARIES 1z' 32 11" 32 IC <br />�° rT 3„ 1„ ," 1° 1" 1" BASE BASE <br />TIN 2 2 <br />" 3,, 1'-8" <br />MTa 1 1 a 4 <br />3 <br />a I � <br />N <br />O <br />N <br />N ilu O <br />2 <br />*NOTE: VARIES 8" 2" <br />FOAM TO BE USED 19 <br />3„ ONLY WHEN <br />REQUIRED BY 1'-6" <br />COMMUNITY 1" <br />SPECS. IF NOT, 1" OPENING VARIES 2" �N 1" 1'-4" <br />DETAIL TO BE -K" � <br />2" 2" <br />BUILT W/ STUCCO. 24" • <br />EDGE , <br />OPENING <br />T <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 />CV drawings comply with the 2017 Florida Building Code - <br />10" �m Residential 6th Edition. Engineers signature and seal is only for <br />10" 6° the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />(V <br />24"h% W E m °�° <br />_ la ♦� N N C p <br />� (J <br />Lu <br />M W IL <br />L.L <br />N M <br />� d W <br />N rld <br />d _ @o OW m o <br />2" 4" 3 6" fn to <br />y <br />u,. W O g <br />LL,a <br />2 N 2" 2" lY �M Z N Z o <br />NC.O.Q O <br />r� � Q U H J <br />I ss Z OU ❑❑❑ <br />W <br />1-1/2" THICK 3z' �' <br />1" Z N <br />O <br />a <br />z O <br />2'-4" 1'-10" � Q v <br />_ HIV13 <br />521" 1 5 , 52' 4" <br />N <br />51" 1'-4" 3" I I N z c <br />_ 4 cv f J CD o <br />�� � <br />w <br />a' 1" 12' *- VARIES VARIES O W g wa <br />w <br />1 � � in <br />2 �'J <br />cn 22' w <br />a <br />c <br />L x. <br />VARIES VARIES c � ®Q <br />• N 0 <br />T <br />4" 8 1„ �N4 w <br />Cl) z <br />32 3 6" 4" KEYSTONE F11 0 KEYSTONE F11 °p LL w <br />0 <br />OPTIONAL OPTIONAL ca- p � o <br />E U <br />00 o < _ ¢ <br />o <br />iD i '46 in Q 2' 44" R¢4r„ a 3" 3" 7W E <br />& N a o A W <br />4" GARAGE DR. OPENING 4" 3 a 4" WINDOW OPENING 4° 3" L w <br />ra m o <br />4 Wc �y 01 <br />2 M 2 NOTE: v3 16 m <br />• INSTALL OVER STONE, TYP. o o <br />O<U <br />• FIN. TO HAVE TRADITIONAL oil <br />Q LL N w <br />VARIES LOOK & SMOOTH FINISH a F k <br />IN co <br />loan • FOAM/ EPS MATERIAL IS <br />ACCEPTED 0 <br />ar <br />NOTE: r 0 <br />c <br />• FIN. TO HAVE TRADITIONAL LOOK & 1'-4" o <br />SMOOTH FINISH 14" V-6a" 14' 12 2 1 (V <br />2" • FOAM/ EPS MATERIAL IS ACCEPTED 54 1'-1 54" > �' <br />L <br />3'-8" 7" N @ <br />4" 3'-0" 4" — 0 <br />1" 101, 1,_4„ 101, = N N <br />_ <br />(V <br />U CO <br />1" ~ N <br />(0 <br />4 (7) .T_ r <br />N cr, \ <br />E r <br />00 O • co E O T N <br />E <br />cc <br />�Qa ll. U J Q 0 a) <br />1" Rro„ 12" JOB NO: 20-8075 <br />1 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 />