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3 <br />T3 <br />r- <br />LO <br />N <br />In <br />ID <br />Q <br />0 <br />0 <br />1 <br />N <br />Q <br />rn <br />t— <br />N <br />L0 <br />I° <br />0 <br />J <br />0 <br />I <br />N <br />In <br />L0 <br />L <br />fn <br />y <br />0 <br />3 <br />FV- <br />Q <br />N <br />N <br />G. <br />E <br />S <br />`o <br />H <br />N <br />0 <br />0 <br />0 <br />i <br />a <br />0 <br />0 <br />0 <br />J <br />d <br />t� <br />N <br />N <br />M <br />0 <br />0 <br />a <br />N <br />O <br />0 <br />M <br />0 <br />W <br />) <br />2" <br />*NOTE: <br />VARIES <br />11 <br />CAP <br />CAP <br />iv <br />iv <br />FOAM TO BE USED <br />1" RADIUS <br />2" <br />1" <br />00 <br />CO <br />WHEN <br />ONLY RED BY <br />REQU <br />COMMUNITY <br />SPECS. IF NOT, <br />DETAIL TO BE <br />^ <br />1" 2" OPENING VARIES 2" <br />�� <br />�N - <br />N <br />3 1/2" RADIUS 1/2" RADIUS <br />3/4" RADIUS V-5 " <br />a <br />io <br />BUILT W/ STUCCO. <br />1/2" RADIUS <br />1" V <br />N <br />EDGE OF <br />1" 4" <br />VARIES <br />M� �N <br />1'-0" <br />r" Cl) <br />OPENING <br />_ <br />VARIES <br />1'4" <br />N <br />o <br />2"' <br />2 <br />VARIES <br />1-4 <br />M <br />12" <br />VARIES <br />^T <br />1 1/2" RADIUS <br />4" <br />34~" <br />4"�-- 2 <br />N <br />_ s <br />2 1/2" RADIUS <br />u� <br />CMIo <br />^OD <br />riiv <br />OE <br />VARIES 1" <br />2 <br />32" 11 32 <br />Li <br />BASE <br />(0 <br />N <br />BASE <br />3" <br />2" 2' <br />v 1" 1" <br />„ a„ <br />4 4 <br />4 <br />N <br />*NOTE: <br />VARIES <br />8" 2" <br />3„ <br />FOAM TO BE USED <br />ONLY WHEN <br />toEi( <br />REQUIRED BY7 <br />COMMUNITY <br />SPECS. IF NOT, 1" <br />OPENING VARIES <br />2" �_ <br />= <br />7P <br />1" 1'4" <br />1" <br />r� <br />DETAIL TO BE'� <br />2, 2 <br />io <br />BUILT W/ STUCCO. <br />2a <br />EDGE OF <br />OPENING=--p <br />• <br />0 <br />1-1/2" THICK <br />1-1/2" THICK <br />CV <br />24" <br />10" 6 L <br />jl�l N <br />s <br />to : <br />4" <br />z2" <br />N <br />4" 3,� <br />6" <br />2" 2" iv <br />w <br />in <br />W _ <br />> <br />> <br />1-1/2" THICK <br />3' <br />24" <br />^c%S <br />_ <br />51" <br />2'-4 <br />1,-5„ 5� <br />1 �„ 3„ <br />� <br />ZD <br />511. <br />4 <br />sIN <br />a" 1" <br />i2" <br />VARIES <br />VARIES <br />21 <br />L N <br />w <br />22" <br />Q c'r1 <br />r <br />• <br />VARIES <br />VARIES <br />4" 8„ <br />1" <br />32% <br />��1 <br />Q`� <br />•- <br />r- <br />00 <br />iv N. <br />� <br />Ft ^, <br />n^ <br />6" 4" <br />s <br />N <br />KEYSTONE F11 b <br />OPTIONAL <br />KEYSTONE F11 <br />OPTIONAL <br />CO ' Rsn <br />`C <br />2 111 44, <br />;� [ZR4JJ---, <br />a. 3�n <br />L3" <br />I <br />" <br />2 <br />4" GARAGE <br />DR. OPENING 4" <br />4 4" WINDOW OPENING 4" <br />NOTE: <br />• INSTALL OVER STONE, TYP. <br />41 <br />VARIES <br />Mee <br />• FIN. TO HAVE TRADITIONAL <br />LOOK & SMOOTH FINISH <br />01 <br />• FOAM/ EPS MATERIAL IS <br />ACCEPTED <br />NOTE: <br />• FIN. TO HAVE TRADITIONAL LOOK & <br />14 1 -61 14 <br />12 <br />2" <br />SMOOTH FINISH <br />• FOAM/ EPS MATERIAL IS ACCEPTED <br />" <br />1' 1 5 " <br />3'-8" <br />7 _ <br />LC <br />1 " <br />3'-0" 4" <br />10" 1'4" 101, <br />- <br />r <br />iv <br />� <br />co <br />00 <br />iD <br />N <br />e <br />1 <br />CV <br />W <br />1 <br />_ <br />04 <br />1" <br />o <br />T <br />N <br />e� <br />raw00O <br />IN, <br />1 " <br />Rr0, <br />_ <br />11,E <br />z <br />N <br />- <br />0 <br />GENERAL NOTES: <br />• 1.5 LBS DENSITY STYROFOAM <br />• POLYCOAT (HARD COAT) <br />• ACRYLIC SAND FINISH <br />c <br />0 <br />no =0 <br />UJ <br />o <br />e' cam•+ <br />N► R G L <br />N -O <br />G i <br />� u •3 A <br />l0 Q) J N <br />�• v eo �. <br />c E <br />ea O <br />-•' U <br />O- <br />t2 <br />M <br />O <br />N <br />O <br />,f�S7Sii94,di o <br />,I� <br />LI <br />•', r,•E 1\1 c ✓ �, <br />e C) <br />w •!7 <br />No Pr_ i 0 <br />1 <br />�• STA i E OF CIJ� <br />'. <br />o �. <br />A, <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential 7th 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 />W v EE S N <br />Q O N <br />6 N(p� N <br />-, <br />V O C .9 J <br />� � <br />0 ;-w %", <br />NM0� rL LL LU <br />a a <br />a � LL a Y <br />LL z <br />C <br />Z C <br />g <br />o o' O <br />K z <br />W00 <br />H <br />N 1,)Z0 yLL <br />a d U ❑❑❑ <br />Z <br />W <br />z <br />Q � <br />J <br />N <br />-- m <br />Z u- <br />Ur <br />�-1 <br />s <br />w � <br />� a <br />U <br />0 w $ <br />t/1 c <br />� N <br />u c <br />LJJ J <br />� E <br />L 8 <br />c 4' <br />Q Y <br />0 <br />N is <br />o <br />Jz <br />W <br />c, <br />M <br />w a <br />�. <br />z <br />LJL <br />cc E <br />w o <br />�� <br />o <br />> R <br />R <br />i= 8 <br />w a <br />o a <br />I--- C' <br />_ <br />�Qo <br />o <br />o� <br />Z�E <br />coo rp <br />i— <br />Qz <br />o <br />w Z <br />a w <br />=3 <br />c <br />mf <br />0 <br />oz <br />z <br />m � <br />J <br />'m <br />a w <br />z <br />8 `8 <br />a <br />oLL <br />3° <br />aZ <br />W <br /><o <br />�= <br />NLL <br />=3 <br />o <br />w <br />w� <br />WI5 <br />;o <br />a <br />of <br />05 <br />In <br />C <br />rn <br />�--.LO <br />Q <br />0 <br />I� <br />CD <br />� <br />T <br />c <br />Y <br />� <br />r <br />N <br />M <br />L_ <br />m L <br />LO <br />N <br />0) <br />LO <br />LL <br />.0M N <br />� <br />I.C) <br />CN <br />Q d p <br />r <br />E <br />.c M M <br />C) <br />Z <br />z <br />E T y <br />`m <br />c <br />c <br />a <br />U 0 <br />JOB <br />NO: 23-02469 <br />SCALE : AS NOTED <br />SHEET NO. <br />F1 <br />