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2" <br />2" <br />*NOTE: <br />VARIES <br />1'-10" <br />1' <br />CAP <br />= <br />T <br />CAP <br />04 <br />1" <br />N <br />FOAM TO BE USED <br />ONLY WHEN <br />REQUIRED BYCOMM <br />= <br />1" RADIUS----,,V) <br />3 1J2" RADIUS 1/2" <br />RADIUS <br />tiMv <br />iv <br />SPECS IFTY NOT, <br />�^ iv <br />3/4" RADIUS a <br />CD <br />DETAIL TO BE <br />1" 2" OPENING VARIES 2" <br />1" 1" <br />M <br />BUILT W/ STUCCO. <br />1/2" RADIUS <br />N <br />EDGE OFF <br />1" 4" <br />VARIES <br />rN <br />�■ <br />OPENING <br />VARIES <br />1. 1-4„ <br />0 <br />2 <br />VARIES <br />N <br />2„ <br />VARIES <br />rIN <br />T <br />1 1/2" RADIUS <br />4" <br />2 1/2" RADIUS <br />3 <br />AV�I <br />_ <br />N <br />• SIN <br />00 <br />= <br />�� CO <br />VARIES 1"„ <br />r( <br />11"34 " <br />;n T <br />&p <br />fD <br />iv <br />r`-IN <br />2 <br />BASE <br />BASE <br />ko <br />4" <br />N 1 1 <br />y <br />*NOTE: <br />VARIES <br />8" 2" <br />3" <br />FOAM TO BE USED <br />ONLY WHEN _ <br />ca <br />T <br />REQUIRED BY <br />V-6" <br />COMMUNITY <br />SPECS. IF NOT, 1" <br />DETAIL TO BE <br />OPENING VARIES <br />2" <br />�N <br />1" 1'-4" <br />1" <br />2" 2" <br />BUILT W/ STUCCO. <br />EDGE OF <br />� � <br />2a" <br />• <br />' <br />OPENING <br />� <br />.r--# <br />rM <br />1-1/2" THICK <br />All <br />1-1/2" THICK <br />1 O" <br />c %S" <br />1„ <br />2a <br />I I <br />0" 6" _ <br />N <br />�-l <br />v <br />z� <br />Of <br />T <br />O N M <br />" <br />„ <br />16 <br />Ncr <br />2„ 4„ 3„ <br />6" <br />2" 2" N <br />w <br />Q <br />w <br />cr <br />ch <br />1-1/2" THICK <br />1"All <br />2a <br />2'4" <br />1'_5„ 5Z„ <br />1,�„ 3" <br />N <br />io <br />= <br />51" <br />_ z <br />N 1. <br />Ur <br />?� <br />O' <br />a 1" <br />VARIES <br />VARIES <br />L <br />22' <br />Q <br />M <br />VARIES <br />VARIES <br />4" 8" <br />�1 <br />` <br />0 <br />00 <br />N <br />: <br />°° <br />ae <br />tir <br />6" 4" <br />KEYSTONE F11 = <br />OPTIONAL T <br />KEYSTONE F11 <br />OPTIONAL <br />io ; AsN co <br />' <br />Z' 4" <br />`D Rod„ = <br />a <br />3„ <br />L3" <br />+ <br />2" <br />2' <br />4" GARAGE <br />DR. OPENING 4" <br />a° 4" WINDOW OPENING 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 />1" 1'-64" 14" <br />1" <br />2-1 <br />V-4" <br />2„ <br />SMOOTH FINISH <br />• FOAM/ EPS MATERIAL IS ACCEPTED <br />5j" <br />1'-1j" 5j" <br />3'-8" <br />iv <br />1 " <br />4" T-0" 4" <br />iv <br />10" 1'-4„ 101,11 <br />T b <br />00 t0 <br />z � <br />� <br />CD <br />N <br />�� <br />�N <br />4. N <br />tD <br />1" <br />oT <br />04 <br />1" <br />s <br />_ <br />T <br />CV <br />Rey � <br />oQ 9 It <br />c7 CM T <br />�9 <br />1 <br />ro, <br />_ <br />T <br />1j„ <br />GENERAL NOTES: <br />• 1.5 LBS DENSITY STYROFOAM <br />• POLYCOAT (HARD COAT) <br />• ACRYLIC SAND FINISH <br />0 <br />FLFLJI <br />0 <br />0 <br />0 <br />N <br />O <br />N <br />M <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 <br />Florida Building Code - <br />Residential 0th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />H <br />E m Go <br />V <br />Lo <br />04 <br />M r N m LL <br />ft�7711 <br />0 <br />(ii <br />LL J d <br />NLL N LL <br />Q <br />di ch I W rA <br />> C1 LL fZ CL <br />g <br />�Zy <br />Z .— <br />0.1 WO <br />'f' � co0 <br />Ii <br />y=_. <br />Z <br />m S N p G to <br />C %j U 0 <br />z <br />OHO <br />W <br />U <br />z � <br />z g <br />a � <br />N <br />z <br />�M <br />L <br />W '� <br />O" <br />11J <br />N <br />� cn <br />c <br />� 2 <br />wg <br />U <br />• <br />O <br />cco <br />M <br />z� <br />w <br />2 <br />00 <br />o <br />� <br />'0 <br />Q <br />E U <br />U1 <br />XU <br />VoWWa <br />JU <br />ZO <br />O E <br />CV <br />ao~ <br />< z <br />¢Z <br />W Z <br />� w <br />w LL <br />C <br />�z <br />z$ <br />by <br />mg <br />O <br />z <br />Oz <br />Z <br />U <br />vsj 0 <br />Q W <br />fz <br />0 <br />O <br />U <br />J <br />g <br />a <br />tD <br />� <br />oa <br />z�Q <br />a= <br />O ~ <br />U 3 <br />0 <br />�M <br />= <br />B <br />W <br />C� <br />CO <br />m <br />T <br />O <br />T <br />00 <br />N N <br />00 <br />T <br />LO <br />Z` <br />T <br />M <br />M <br />o <br />Z <br />Z <br />' <br />E Q <br />y <br />c <br />4 <br />G <br />0 -1 <br />" <br />Q Q <br />J <br />JOB <br />NO: <br />20-1786 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />F1 <br />