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<br />i <br />i <br />V <br />'/ <br /> <br />~ <br />~ <br />Vi <br />U <br />~ <br />a <br />STONE ~ <br /> <br />~ <br />I <br /> <br />STONE <br />RETAINING <br />~ <br />g, <br />~ <br />~ <br />B <br />() <br />H <br />~ <br />Vj <br />~ <br />V1 <br />Vi <br />~ <br />~ <br />~ <br />~ <br />~ <br />Vi <br />Vi <br />~ <br />~ <br />p, <br />~ = <br /> <br />B-////// <br /> <br />::J <br />-<: <br />3: <br /> <br />o <br />z <br />o <br />o <br /> <br />Co <br /> <br />i <br />:"-0" <br /> <br />-t~}<- <br /> <br />i- <br />I <br />; <br />I ". <br />i 'y <br /> <br />, <br />, <br />. i <br />'01 <br />~I <br />, <br />; <br />I <br /> <br />i <br />i <br />I <br />r---- <br />! <br /> <br />a; <br />~I <br />I <br />, <br /> <br />,," <br /> <br />~I <br />I <br /> <br />ei <br /> <br />, <br />CD ~I <br />-~ <br />, <br />, <br /> <br />.~ j <br /> <br />2'~.3" i <br />-~ <br /> <br />I ~NCH I <br /> <br />~_ ~~m __.._..____._ __ <br /> <br />10'Ox8'O OVHO DOOR <br />2x4 FRAME WALL <br /> <br /> <br />26'~O" <br /> <br />r <br /> <br />~:> <br />o <br />-<: <br />1"" <br /> <br />FLOOR <br /> <br />8" CONC. WALL <br /> <br />B <br /> <br />/// <br /> <br />10'Ox8'O OVHD DOOR <br />rL_-.-.-.-.-.-~- <br /> <br />SCALE: 1/4" = 1'-0" <br /> <br />PLAN <br /> <br />26'~O" <br /> <br />8' <br /> <br />o <br />d <br /> <br />. <br />o <br />I <br /> <br />';- <br /> <br />'" <br />-<: <br />m <br />w <br />'" <br /><0 <br />"" <br /> <br />DROP WALL 12" AT DOOR <br /> <br />10'-3" <br /> <br /> <br />#4 REBAR 1'-0" O.C. <br /> <br />6" CONC. SLAB <br /> <br />#4 REBAR 1'-0" O.C. <br /> <br />, I <br />[, oj <br />il - i <br /> <br />26'.-0" <br /> <br />2x4 FRAME WALL <br /> <br /> <br /><.5 <br />d <br /> <br />. <br />o <br />I <br /> <br />';- <br /> <br />'" <br />-<: <br />m <br />w <br />'" <br />~ <br /> <br />'" <br />o <br />-<: <br />I'" <br /> <br />...J <br />...J <br />~ <br /> <br />o <br />z <br />o <br />o <br /> <br />Co <br /> <br /> <br />t- <br />Z <br />o <br />'" <br />u.. <br />o <br />t- <br /> <br />'" <br /> <br />'" <br />o <br />'3 <br />u.. <br />w <br />CL <br />o <br />...J <br />(I) <br /> <br />DROP WALL 12" AT DOOR <br /> <br />lO'm3" <br /> <br />2'-3" <br />t <br /> <br />2 FOUNDA~ON PLAN <br />A2.1 SCALE: 1/4" = 1'-0" <br /> <br />I <br />, <br />kroNE <br />IlETAINING <br />FALL <br /> <br /> <br />b[ <br /> <br />ni <br /> <br />t <br />1'-0'1 <br /> <br />-r---------or' <br /> <br />8' <br /> <br />--~---t:1 <br />I~ I <br /> <br />i <br /> <br />4" <br /> <br />,:1 <br />~I <br />! <br />I <br />i <br /> <br />---I <br />I <br /> <br />b! <br />-' I <br />"', <br />, <br />1 <br />I <br /> <br />, <br /> <br />~-r <br />. , <br />:,;-; <br />.1 I <br />~I <br /> <br />'--=~ <br />I <br /> <br />'",I <br />,~ ! <br />! <br />~)- <br />i <br />, I <br />~, <br />_I! <br />NI <br />i <br />-~ <br /> <br />--~? <br /> <br />--------------------------- <br /> <br />---------------------------------- <br /> <br />------------------------------- <br /> <br /> <br />@ <br /> <br />REAR ELEVATION <br /> <br />SCALE: 1/4" = 1'-0" <br /> <br />6'-0" <br /> <br /> <br />TEMPERED CLEAR GLASS PANELS <br /> <br />5" 4' -4)4" <br />~f.~_._ <br />; <br /> <br />'- <br />"-e <br />",:t't,st.? <br />""'I <br />~.9"'<> <br />"-':<1. <br />~/l <br />~ <br />......... <br />'- <br /> <br />~?~' ., <br />. - 7 ,_ ,---~,~- <br />" --,' <br />---r- 7- -. ~ <br /> <br />5'~O" <br /> <br />4'--4)4" 5" <br /> <br />D.[ <br />~ -- - "- >'- <br /> <br />-- '''", ,', <br /> <br />. .. <br /> <br />- - ',-, - <br /> <br />tD' '- <br /> <br />,n'_M _ <br />- " ,. -- <br />. -- -- . <br /> <br />~-D'. . .'.Ii:!i <br />. . _, I <br />. .' . ---j, <br /> <br /> <br />MAINT.-FREE COMPOSITE BOARD <br />. 'EiFS. ..................... ...._...........-'-~~.............................. <br />...~l]II[,C]I[,r~l. <br />". ..+ II f_,.~~,~:-J~ ii j_~~~L~_..L~J l~'.,., . _:. <br />'.: '/IIL1 Jl'l.1 Jill Jllll,II....... ............ <br />II ~'=~ 1[11'1 ---- 'III';' . 'lllil- ~ I..... >.. <br />"!liI I' .. ~'i ,; '... <br /> <br />............IIII if IiILi- .- illr-..~l~I,1 'lll ,I....... <br /> <br />": ,--.:.lL.:L_________-d L--=d L:,,_.~JI_}!______,,_u--~~jL_ __ .,,______ <br /> <br /> <br />[~.I'I <br />I HI <br />I -----!J <br /> <br />." r' .Ii --""j1 <br />I', Iii' II <br />II' 'I. 'I! I' <br />J'I I' I <br />i' -- " <br />fii~~"dL_________..J1 <br />~----''----~ <br />'~-'i"~'.. """1" <br />i 1,1 i111 in i <br />Ii Iii "',' ti! , <br />H 1., "I II" __ <br />Ii Iii 'ilj ;!i i <br />lL~-------.-JL.==j !, ijlL~.~..__,-!j <br /> <br /> <br />LAKE SIDE ELEVATION <br /> <br />SCALE: 1/4" = 1'-0" <br /> <br />3'-2)2" <br /> <br /> <br />6'~0" <br /> <br />6'-0" <br /> <br />r <br /> <br />-t <br /> <br />f~,-)""'~' .-' <br />r ",- <br />'--'L---,_, ',,,; ~-- ,- , '-' ....... " <br />-',':--,....- <br /> <br />11 <br /> <br />'- <br />'- <br /> <br />MAINT. -FREE COMPOSITE BOARD <br /> <br /> <br />.........:,,,...-.......-.... <br />'. '.. ..'''>., <br />C)<:. <br />"':--.',' . <br />. .:'-.... , '. - '. ~. -' '." <br />,.....>"-................ <br /> <br />. "'., <br /> <br />.EIFS.' <br /> <br /> <br />STONE <br />RETAINING <br />WALL <br /> <br />--' -'-' . <br />'''''''-. <br /> <br /> <br />LEFT SIDE ELEVATION <br /> <br />SCALE: 1/4" = 1'-0" <br /> <br />RAIUNG <br />TEMPERED CLEAR GLASS PANELS <br />IN ALUM. FRAME <br /> <br /> <br />/~l</ <br /> <br />6'-0" <br /> <br />6' r.,. <br />-v <br /> <br />6'-0" <br /> <br />+----------.- <br />, <br /> <br />---+ <br />, <br /> <br />t <br /> <br />It <br /> <br />..' <br /> <br />MAINT.-FREE COMPOSITE BOARD <br /> <br />/' <br /> <br />EIFS <br /> <br />......//. <br />"'../'".. <br />....)/. <br />'//" <br />;//< <br /> <br />STONE <br />RETAINING <br />WALL <br /> <br />',', .' <br /> <br /> <br />..r'. <br /> <br /> <br />I.... . ../: <br />"",'/-' <br />/. . <br />i .....,-_'.~..~.;.". <br />" <br /> <br />.__.;:,^-=:n.-.::::'_,:--~, <br /> <br /> <br />RIGHT SIDE ELEVATION <br /> <br />SCALE: 1/4" = 1'-0" <br /> <br />wi 6" CAST STONE SURROUNDS <br /> <br />TOP OF BOATHOUSE DECK <br /> <br />o <br /> <br />TOP OF FLOOR <br /> <br />TEMPORARY <br /> <br />~I <br />>1 <br />, <br />, <br /> <br />8" FLEXICORE <br />2x4 BLOCKING 2'-0" MIN. <br />SHEET GOOD W/ DRAINAGE MAT (5/8") <br />STAINLESS STEEL U-CHANNEL <br />D-EDGE <br />-<2x10 FORMING BOARD <br />2x4 BLOCKING <br />3/4" TRIM FASCIA <br />2x8 SUB-FASCIA <br />7/16" SMARTSIDE SOFFIT <br />2x2 BLOCKING <br /> <br /> <br />OVERHANG DETAIL <br /> <br />SCALE: 1/2" = 1'-0" <br /> <br />" <br />ii"'- <br />li <br />I SLOPE CONC. 2.5" <br /> <br />26'~O" <br />8"x4'-0"x24'-3" SPAN-CRETE PANELS <br /> <br />6" CONC. SLAB <br /> <br />6' <br /> <br />--1 <br />--1 <br /><C <br />5: <br /> <br />u <br />z <br />o <br />u <br /> <br />OJ <br /> <br />r <br />I <br />. <br /> <br />, , <br />~~=::~_:"'J,~:__-- <br /> <br />25'-2" <br /> <br />.... <br /> <br />, <br />....::J <br />-<: <br />,.3: <br />o <br />z <br />o <br />o <br />., <br />. <Xl <br /> <br />,... <br /> <br />::J <br />~ <br />o <br />z <br />o <br />o <br />Co <br /> <br />'" <br />" <br />...; <br />+' <br />~ ~ <br />H '- <br />"6 0 j <br />0.0 , <br />o';j' <br />~ i <br />rl (j' , <br />~ S i <br /><lJ :::: <br />" <br /><lJ ~ <br />(OJ ~ <br />~ <br />-;:;~ <br />'" ~ <br />...; ~ <br />~ ~ <br />Cl ~ <br />" <br />- ~ . <br />.w J} ! <br />~. ~, <br />E ,~ <br /><lJ ;;;j <br />0. .~ <br />0, ~ <br />rl <br /><lJ <br />i> <br /><lJ <br />Cl <br /> <br /> <br />j ~ ~ 13 i <br />! <1: ~ I;: N 'lJ , <br />! I:l ~ ~.c'a -S "ti i <br />.~ ~ ~ .~ ~'S .a ~ 1 <br />~ ""..... :: s;:::! ~ ... : <br />! "'~~.B~~ti~: <br />!~~~:C~~~~: <br />! e.,~.~~ ~ g~";j: <br />i ~~"@~...'tJl~: <br />: J:::" ~~ .Ej ~ ~ ~." ! <br />i ~G ~ .... S C r:::: Sl ' <br />'B' <l:l;:::i ~ iii ~ ". . <br />t \,J'lJ .'-' l:.t,-'v is'' <br />i B ~ ~ ~ ~-"a ~.~ ! <br />Itl~~e~~~~i <br />$~~~.1j~~.~i <br />: S;t:~~~:S~~! <br />,~g~. ~'! <br />! ~ ~....~~.~!:i~ i <br />; r:::: 1.. \-.,~ 0\ ~ c: i <br />" ~~Ii.j:'::~~~~f <br />i 13 r:::: ~ C @ 'lJ ",'<:;: i <br />, ... :::l S... -'=' C v : <br />,o.t:::~ ~'->c"'4~! <br />'. .~~ 'iJ ~"'-:::13 J,,< ~ i... <br />i ?'.. S q I:l:::::: C r:::: i <br />, ~;t- "t:l.Q: ~ ~ $; c <br />!3 -$5~&&)~.~i <br />i 'lJ fa ~ .., tl El ~ v <br />i :;1 E r,. e "'~~61 ; <br />; '" ~ ~ ~ 'S ~ 'lJ 13 ! <br />: r::::.., ~ ... C '-' ~ ' <br />: ~:E: <l:l~'" f;j~;:: 1 <br />i ~.~C)'~]r.!~'gl.. <br />: ~ t.) ~.,.. ~' <br />! f:l r:::: '" \jc.f:! ~ Sl ~ : <br />; N c.... ~ '" ::::t \,J ! <br />o <br />z",C\! <br /><0 (\j co 0 <br />wi: Q)f'-...- C\l <br />""CI SmE(f)N); <br /><t:; lS)~ 8<<!G)! <br />o ~ <Ii 7f'-...-, <br />z.....t~Q)7~i <br />o ~ "5U!(i), <br />..;.> U.s::; <0:1: i <br />lS),~ CO""" 1 <br />Q) '" 0 IJ)((}; <br />!; -€::E .. 0 I <br />r: Q)~ ~IJ) i <br />(L C ;:::E X j <br />8~::otE! <br />on.. 3 \ <br />'" <br /> <br /> <br />(f); <br />W! <br />xi <br />" <br />>1 <br />I <br />I <br /> <br />en <br />~ <br />:E <br />o <br />~ <br />:-6 <br />z <br />~ <br />~ <br />~ <br />~ <br />~ <br /> <br />I <br />;.j <br />'/ <br />--~ <br />; I <br />i <br />i <br />n <br />~ <br />~ <br />v, <br />~ <br />i <br />~ <br />~ <br />~- <br />~ <br />6 <br />~ <br />v, <br />~ <br />Ia . STONE <br />n I RETAINING <br />~~ <br />Ia I <br />~ I <br />~ I <br />n ' <br />,0 <br />Yo'~~'1 <br />! <br />I~ <br />J~ <br />I~' ~ <br />/ / /////1 <br />STONE VENEER <br /> <br />~ <br /> <br />2-#5 RE-BAR I' "-0" <br />r '-=-- <br /> <br /> <br />;. <br />3" "I <br />-------r-r'l ! <br />ii~i <br />SLOPE CONC. 2.5" i I:"' I, . <br />,t +.co: <br />- ~~~~ :.~-=- - -'~~=-:~~" ~. <br /> <br />i <br />~I <br />~, <br /> <br />"-O~2-#5 RE-BAR <br />I AROUND PERIMETER <br /> <br />26'-0" <br /> <br /> <br />BUILDING SECTION <br /> <br />P.MPERE~N.6~E~R. GLASS PANELS <br />IN ALUM. FRAME <br />5'~O" 3'-2}-4" 5" <br />{'--- i I <br /> <br /> <br />If · . · lL_ IJ D <br /> <br />SCALE: 1/4" = 1'-0" <br /> <br />$ MAX. REV = 862.70 <br /> <br />r <br />I <br /> <br />(Tho; <br />~..~I <br />I <br />, <br /> <br />, <br /> <br /> <br />;jr ELEV = 852.6' ;- <br />-01i : <br />,-+ "I 1 <br />~ ORDINARY HIGH WATER MARK <br />ELEV = 850.70' <br /> <br />I 2-0 I <br />, . <br />-t---~ <br /> <br />I <br />I <br />I <br />i <br />~- <br /> <br />9'-'6" <br /> <br />..r' <br />'f\e -- <br />.le \\;...- <br />_ o.'o.~c.-- <br />.""l(\f\";1/"-- <br />ej..\"~ <br />;-- <br />..r' <br />~ <br />..r' <br /> <br />..r' <br /> <br />"'I <br /> <br />!'. I <br />Co! <br />! ! <br />I .. <br />i i <br />. I ! <br />~l j <br />~ l~! <br />-01 i'T <br />lro I <br />! i <br />i : <br />I I <br />LL <br /> <br />2-#5 RE -BA <br /> <br />6" CONC. SLAB <br /> <br /> <br />...J <br />...J <br />~ <br />o <br />z <br />o <br />o <br />Co <br /> <br />!,-ol <br />, ' <br />,~--+ <br />I <br />I <br />i <br /> <br />L <br /> <br />@;@$ <br /> <br /> <br />5" <br />------tt 3'~6~" 6'~O" <br />If- <br />. . <br />I . .. <br />! -0.' . " r-C-~-l <br /> <br />I -', . .' -T...,---, . ~....T- <br /> <br />0"x26' 3" SPAN CRETE PANELS <br /> <br />P <br /> <br />31'-S;s." <br /> <br /> <br />BUILDING SECTION <br /> <br />SCALE: 1/4" = 1'-0" <br /> <br />% ~ _ ~f @ ~ ~ ~ @ <br /> <br />2X4 FRAME WALL <br /> <br /><f) <br />-.J <br />Z<( <br /><(I- <br />-.J1lJ <br />0-0 <br />1lJ-\!d- <br /><f)<f) <br />=:)Z <br />00 <br />LI- <br />1-<( <br /><(> <br />"0 IlJ <br />~ -.J <br />] CO IlJ <br />"' <br /> <br />," <br />--rr <br /> <br />CD <br /> <br />llJ <br />OJ <br />::J <br />o <br />r <br />~ <br />o <br />lD <br /><( <br />G <br />G <br />llJ <br />..~ >. <br />~ ~ ~ <br />i.g ,.3 <br />,::.......--.-..-.; <br />~ Dx-awn By: <br />_S.VM.~~ <br />i Scale: , <br /> <br /> <br />~ <br /> <br />o <br /> <br />CD <br /> <br />" <br />, <br /> <br /><~ <br /> <br />i ! <br />h'-a'l <br />.}.---------+ <br /> <br />2-#5 RE-BAR <br /> <br />_,_A:3J.JOTED <br /> <br />; Date: <br /> <br />~93/1J J2010~ <br /> <br />~Jtevisiq~.u__~~_; <br />: 08/15/2QQ.6.,..j l0f231J:9~ <br />L9~/3112Q9.Q ! 10/2512006 : <br />! 09/08/2006 ; 05f2212007 ; <br />0i9f2012OO6~~.Qi@..5f2010 "J <br />i 09121/2006 i ~Q3/11f201O J <br />: 09/25/2006 1 <br />!Sheetit <br /> <br />A3.2 <br />