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2 <br />1" <br />2° <br />*NOTE: <br />VARIES <br />1" RADIUS <br />M <br />iv <br />'M <br />1e <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 />= <br />^P <br />N <br />_ <br />3 1/2" RADIUS <br />3/4" RADIUS <br />1/2" RADIUS <br />a <br />1/2" RADIUS <br />1'-53,, <br />a� <br />VARIES <br />VARIES <br />'Id <br />MIS <br />SIN <br />0 <br />ih - <br />(V <br />22" <br />VARIES <br />4 <br />3, 4„ <br />c%Nv <br />TIC <br />+� 1„ 1„ <br />4° <br />4 42, <br />MI7tF <br />N - <br />T ap <br />3" <br />SIN <br />T 3„ 3„ <br />4 a <br />2„ <br />'- <br />Ile M� CO <br />VARIES 12, <br />1„ 1„ <br />2 2 <br />• <br />TIN <br />M <br />32„ 11" 32„ <br />1„ 1„ <br />1,-8„ <br />14 <br />1 1/2" RADIUS <br />21/2" RADIUS <br />1-0 <br />^t� <br />`D <br />12, VARIES <br />BASE <br />TIN <br />LO t— <br />• <br />11„ <br />2 <br />in <br />3„ <br />*NOTE: VARIES <br />FOAM TO BE USED <br />ONLY WHEN <br />REQUIRED BY <br />COMMUNITY <br />SPECS. IF NOT, 1" OPENING VARIES 2" <br />DETAIL TO BE 2„ 2„ <br />BUILT W/ STUCCO. <br />g" 2' <br />�N <br />L i <br />1'-6" <br />1" <br />1" 1'-4" <br />EDGE OF <br />OPENING <br />"6' <br />• <br />, <br />0 <br />24, <br />• <br />4" <br />10" <br />21„ <br />4 <br />a <br />I� <br />c <br />CO - - <br />IN M <br />10" 6" <br />iV <br />81 <br />1-1/2" THICK <br />1-1/2" THICK <br />3„ <br />4 <br />1„ <br />2 <br />CV <br />2„ 4„ 3„ <br />6" <br />2,. 2„ N <br />U) <br />W <br />Q <br />> <br />fn <br />W <br />Q <br />_ <br />M <br />1-1/2" THICK <br />21„ <br />4 <br />52, 1,-5„ 52, <br />_ IN <br />1, 4, 3„ <br />N <br />� <br />51„ <br />4 <br />� <br />3„ <br />4 1" <br />2 <br />11„ <br />2 <br />_ <br />N <br />iD <br />w <br />Q <br />> <br />- <br />'-M <br />21 <br />VARIES <br />VARIES <br />I <br />I <br />4„ 8„ <br />32„ <br />, <br />�cb <br />VARIES <br />VARIES <br />KEYSTONE F11 0 <br />OPTIONAL <br />4" GARAGE DR. OPENING <br />- <br />4" <br />KEYSTONE F11 00 <br />OPTIONAL <br />7�3- <br />3„ <br />3 4 ' 4" WINDOW OPENING 4" 4' <br />• NOTE: <br />OVER STONE, TYP. <br />• FIN. TO HAVE TRADITIONAL <br />LOOK & SMOOTH FINISH <br />• FOAM/ EPS MATERIAL IS <br />ACCEPTED <br />10 <br />C14.. <br />I <br />�I <br />�� <br />• <br />�ry <br />1' 41" <br />2 a <br />• <br />CD _ <br />�r R4ar" d' <br />]lei <br />VARIES <br />2" <br />io <br />co <br />1" <br />_ <br />; <br />NOTE: <br />• FIN. TO HAVE TRADITIONAL LOOK <br />SMOOTH FINISH <br />• FOAM/ EPS MATERIAL IS ACCEPTED <br />T-8" <br />4" T-0" 4" <br />10„ 1,7-7 <br />-4„ 10„ <br />14 1,-64„ 1a, <br />- <br />T O <br />t° <br />N <br />12, <br />4" <br />1'-12 4" <br />_ <br />N <br />7„ <br />1„ <br />1" <br />o <br />&4 <br />tD <br />iv <br />1 " <br />C?o <br />M M r <br />R70„ <br />- <br />LM <br />GENERAL NOTES: <br />CV� <br />�C� <br />_ <br />• <br />• <br />1.5 LBS DENSITY STYROFOAM <br />POLYCOAT (HARD COAT) <br />ACRYLIC SAND FINISH <br />O <br />C� <br />to <br />0 <br />Z <br />Q <br />J <br />t1 <br />U) Z <br />� <br />n�n, <br />W <br />cn <br />4'J w <br />O <br />E <br />0 <br />0 <br />V) F— <br />0 <br />M i` <br />U <br />LU <br />N� <br />CM ce) <br />E <br />—8 <br />mvM <br />000 <br />U N <br />lL <br />L � <br />805 Y� <br />Ly D <br />O <br />LO v <br />Q rn <br />a<0 <br />A1 <br />N-CH-DC <br />ti <br />N <br />N <br />p <br />tCD CV <br />fn N." <br />V mC p <br />cli <br />O CO <br />�Z W yNNZ <br />Cj <br />Z <br />J <br />W LL N <br />CO. <br />. <br />W IL <br />W 4 C --i C> <br />� N C !L C <br />a w <br />ZV Q a .—= <br />OCoo)Z <br />� <br />Z <br />H Lwow <br />goo <br />0 0 <br />mm <br />WaV<NLL <br />-'A <br />Mv <br />N U U <br />< <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 />Z r4 <br />O a) N <br />1— 4 4—J C:) <br />H CO O <br />M <br />Q M Lr) <br />r L <br />Ui <br />L L <br />U <br />z <br />Q � <br />� <br />z <br />� <br />Z• l� <br />LU C:) <br />J C) <br />W <br />SZ <br />jo <br />w� <br />Za <br />Z� <br />�a <br />ix Co, <br />Z W w Q�Q <br />Z <br />OR 0 J <br />~ <br />a�Ua'o <br />Qm!io <br />LU <br />~O, <br />L <br />� <br />Q <br />ZZ <br />O <br />fZ <br />�_ <br />z <br />Z <br />u <br />z <br />_0�--�� <br />O <br />U <br />= <br />Wse <br />�a <br />9' <br />OW <br />J t H is <br />X <br />O U <br />W <br />a <br />N <br />A <br />Z¢o? <br />W Q J <br />ZQ <br />Q <br />a3 <br />p O E <br />Z <br />Wa90 <br />LU <br />L1) <br />O V` d O <br />J <br />7—I <br />W <br />In o Z <br />20U <br />~ <br />11,0 <br />Lr) <br />z <br />IW- <br />jz <br />c-nI z <br />ib <br />Z <br />W <br />a o <br />w <br />rn <br />T- 4 <br />i2 <br />V) <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAM ES <br />VERSION NO. 10 <br />0 <br />SHEET NO. <br />F1 <br />