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3 <br />iY <br />c <br />a) <br />v <br />c <br />0 <br />n <br />rn <br />N <br />I <br />S <br />m <br />LO <br />r- <br />L0 <br />N <br />a <br />x <br />J <br />N <br />I <br />w <br />v <br />-v_ <br />x <br />i <br />v <br />c <br />3 <br />0 <br />N <br />v <br />E <br />to <br />y <br />N <br />E <br />0 <br />x <br />0 <br />c <br />c <br />J <br />N <br />N <br />tom_ <br />2 <br />0 <br />I <br />i <br />v <br />a <br />N <br />N <br />a 1'7 <br />Y <br />N <br />0 <br />M <br />211 <br />1" <br />2" <br />*NOTE: <br />VARIES <br />1'-101, <br />12" <br />CAP <br />= <br />CAP <br />N <br />FOAM TO BE USED <br />1" RADIUS <br />Cl) <br />ONLY WHEN <br />REQUIRED BY <br />^ <br />3 1/2" RADIUS 1/2" RADIUS <br />�� <br />CD <br />N <br />g 1 <br />CD <br />COMMUNITY <br />SPECS. IF NOT, <br />DETAIL TO BE 1" 2" OPENING VARIES 2" <br />N <br />3/4" RADIUS a <br />V 4" <br />_ <br />�r <br />1" 1" <br />1. <br />BUILT W/ STUCCO. <br />1/2" RADIUS <br />1" 1" <br />`y <br />EDGE OF <br />1" 4" <br />VARIES <br />MIS <br />1'-0" <br />1" <br />OPENING <br />_ <br />VARIES <br />1,-4„ <br />0 <br />21„ <br />2 <br />VARIES <br />1'4" <br />M <br />N <br />12 <br />VARIES <br />1„ 1„ <br />1 1/2" RADIUS <br />4 <br />4' 4" <br />4 42 <br />N <br />- - <br />2 1/2" RADIUS <br />ire r <br />MI*--=- <br />j3 <br />- IN <br />VARIES 12 <br />TM <br />32„11" 3z" <br />1" <br />BASE <br />- <br />BASE <br />3„2 <br />2 <br />I <br />• <br />1 <br />N I I <br />!" <br />1 2 <br />*NOTE: <br />VARI ES <br />8" 2" <br />3„ <br />FOAM TO BE USED <br />ONLY WHEN <br />REQUIRED BY <br />COMMUNITY <br />SPECS. IF NOT, 1" <br />OPENING VARIES <br />2" <br />_ <br />�N <br />1'-6" <br />1" V-4" <br />1" <br />DETAIL TO BE <br />2 2 <br />in <br />BUILT W/ STUCCO. <br />24' <br />EDGE OF <br />OPENING <br />• <br />, <br />0 <br />1-1/2" THICK <br />1-1/2" THICK <br />101, <br />N <br />�M <br />2i <br />4 <br />�I- <br />10" � - <br />N <br />IN �Id <br />M <br />81 <br />4" <br />2 <br />N <br />2„ 4„ 3„ <br />6„ <br />2„Z:- <br />�, <br />fn <br />I <br />1-1/2" THICK <br />31" <br />21„ <br />4 <br />_ <br />=I� <br />52 <br />2'-4" <br />1'-5" 52 <br />4 <br />00 IN <br />N <br />2 <br />�LN <br />4" 1 <br />12" <br />VARIES <br />VARIES <br />2' <br />N <br />w <br />�2 <br />Q <br />M <br />VARIES <br />VARIES <br />4" 8" <br />3 <br />00 <br />I <br />I <br />60 <br />3, <br />�ti <br />6" 4" <br />- - <br />KEYSTONE F11 0 <br />OPTIONAL <br />KEYSTONE F11 <br />OPTIONAL7�3 <br />�T' <br />2 <br />" <br />2' <br />' 4" GARAGE <br />DR. OPENING <br />a ' 4" WINDOW OPENING 4" 4" <br />4" <br />NOTE: <br />• INSTALL OVER STONE, TYP. <br />VARIES <br />• FIN. TO HAVE TRADITIONAL <br />LOOK & SMOOTH FINISH <br />• FOAM/ EPS MATERIAL IS <br />ACCEPTED <br />NOTE: <br />• FIN. TO HAVE TRADITIONAL LOOK & <br />14' 4" 14' <br />12" <br />2'-1" <br />V-4" <br />2" <br />SMOOTH FINISH <br />• FOAM/ EPS MATERIAL IS ACCEPTED <br />54" <br />1'-12" 54" <br />T-8„ <br />7„ <br />N <br />1 " <br />4" T-0" 4" <br />iv <br />101, V-4„ 101, <br />r o <br />00 <br />v <br />CV <br />1" <br />0 <br />CN <br />co o 1 <br />�Mr <br />sr" <br />1 " <br />'q%„ <br />11„ <br />z <br />N� <br />O <br />GENERAL NOTES: <br />N� <br />- <br />1.5 LBS DENSITY STYROFOAM <br />• POLYCOAT (HARD COAT) <br />• ACRYLIC SAND FINISH <br />0 V <br />z M <br />0 <br />_ C) <br />Z <br />Z <br />Q <br />(D <br />a <br />U) z <br />V) <br />nn' <br />4--)w <br />�_ p <br />�V — <br />Ow <br />� <br />F- <br />0 <br />tn C <br />o 0 <br />CN <br />t/ <br />�M Cl) <br />LL E <br />aim <br />` M <br />O `o No <br />s <br />-r- LL 00 <br />C) <br />Q m <br />to 0y <br />rn Q o <br />® <br />BID. <br />N,C a D ,C <br />Nv <br />i!] <br />-*1 <br />� <br />O <br />� Nu7 <br />N <br />" N <br />Uj M <br />co <br />z o <br />Z Cl>L.L <br />LL <br />Z <br />[L <br />ii Cn N <br />W - t M N <br />W <br />w <br />W OvU)m. <br />Q <br />Z <br />N o, 6 <br />' � E c� 2 <br />LL Z <br />m M <br />W NQ��E <br />do <br />C4 o <br />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 2017 Florida <br />Building Code - Residential 6th Edition. Engineer's <br />signature and seal is only for the structural engineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />O <br />O <br />Z N <br />On <br />>��o <br />M <br />Q U-) M_ Ln <br />Q CL <br />oC V C r' <br />a E00 <br />z� <br />WJ <br />C:) <br />=z <br />O <br />z a <br />�a <br />w¢102 <br />0 <br />gujzQ <br />J <br />oL0 <br />a <br />0�'0 <br />O <br />W <br />W <br />F O <br />T <br />Q <br />> z <br />z <br />row <br />1 <br />zkw <br />z <br />c: <br />L 1 <br />in <br />-C <br />�� <br />CC <br />o <br />-a <br />L 1 <br />O <br />z <br />U <br />= <br />N <br />o� <br />� <br />LLJ <br />>� <br />O O z <br />0 - <br />x <br />W <br />wESeP <br />U Oa m a <br />N <br />Zao� <br />wo <br />Q <br />Z <br />W <br />1 ` <br />Lu <br />J <br />ul <br />rl <br />C <br />L <br />Q <br />--,2� <br />U,0z8 <br />2 Y Q <br />W F z <br />00 <br />W <br />Q <br />Ztu <br />L <br />¢ � z <br /># <br />N <br />RZ <br />0° <br />oo <br />g <br />= <br />LU <br />SCALE : AS NOTED <br />DATE : 3/29/2018 <br />TECH: JMUROSKI <br />VERSION N0. 5ol <br />SHEET NO. <br />Fill <br />