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B08-0025 Plans
. DR,~WING INDEx:ഀ ~ t~ Court ~s e P SPI: PROPOSED SITE PL,~Nഀ ~I: EXISTING M,41N FLOOR PL,4Nഀ pf~ne ped ~ i i A~2: EXISTING UPPER FLOOR PL~4Nഀ i X43: PROPOSED NORT}-f ~ E1~ST ELEVATIONSഀ ,~4: PROPOSED SOUT~I ~ WEST ELEVfi~TI ONS ~ fഀ ~ f , 4J'~1'14' ,45: PROPOSED IST FLOOR ~ 2ND FLOOR PUNSഀ in ark ca , ~ 40`~ ~6: PROPOSED 3RD FLOOR ~ ROOF PUNSഀ ~ 1 ~ l=3 , 'ഀ ~ .t 1C-361 ' L-1I~81 r ~ fi~N-19 W 1' ~ 1, D ,~7: GROSS SECTIONSഀ ~ LC=17,69 ~ i ~ ICD=S 1D`i?'24' W ~ Q4 ,~8: PROPOSED ROOF DET,~ILSഀ i ~ i i~ ~ i' i L~ ~Q: PROPOSED DEVILSഀ t j ` / 1 L~ X10: PROPOSED INTERIOR ELEVATIONSഀ ~ / ~ ~ ~ ~I I: SPEGIFIG~TIONS ~ഀ r f 112: DOOR ~ WINDOW SCHEDULESഀ . DI : PROPOSED I ST ~ 2ND FLOOR DEMO PL,~NSഀ 111 WALNUTഀ 1 ~ ~ ~ f L~ Si: FOUNDt~TION ~ IST FLOOR FRI~MING PLAN CARRIAGE HOUSEഀ I~ c-~ -~r.ir, ~i nnr~ ~z~nr.,tit,i,~ r~~ nt,~ BOULDER, COഀ i ~ ti / ~ ~$E :1ഀ r i i~ / . ~ ~ ~ ~ഀ ~ , ~ ~ ~ ~ ~ ~ yഀ / ~ .~r . pഀ 1 i' EKIS . ~ ~ ~ ~ RE1' WAIL ' aie ''ve ~lue~u': ~ . ~ ~ ~ / Y ~ .ഀ t ` ~ ~ ~ 'z19' rta` s~ac~. ~ഀ f' 1 P . ~ ' ~ ~ . - ~ r i ~ ~ഀ }ഀ t / j ~ , . 1ഀ . h'.ഀ j ~ ' ~ഀ . ~ l,:.' l ~ ter' 9'x1 por mg s~mces ~ . ~ ~ ~ ; '...:.1 r r ~ഀ j i j ~ .1ഀ r / ~ . 6.ഀ e~' slab eleva - ~ ~ ~ഀ i ~ ~t, ~ GRRA(~ 35 SD~ , (E S11 . ~ ~ ~ഀ ~ 1,~0 eta ~ ~ . , ' , ~ _ ~ ••1ഀ ~ ,~a I ~ Ft.~W . ~ : .ഀ . ~ ~ PR~DSED SiA1Rഀ r l~ ,ഀ ~ ~ഀ f ~ ~ I aJ / a f Fഀ ~ . I Y~ r'ഀ rJ I 2t' ~ Ei1S'f GARAGE d8 SQ F'i,ഀ ~ ar~~ഀ 1i x1161 Aa~es' tv d ~ i : f ~ ~ ~ , , PR~DSED RCff DECKഀ p 1 i ~ ~ West 1l~ d~le>; / " 1ഀ ~ J /r r r r ~ ~ ,ooooഀ / ~ HAIN fl~R ELEVAii!)y = 81,6 i 1 ~ ,ഀ ~ ~ rsa ~ I t ~ V - r ~ഀ ~ r~ elevatii~t - J ~ a.~,oo' (ഀ ~ y 19ani1Dle ,'t+- c~ 1 CK , aഀ 1 I ~ Aഀ f lll' ~ Yഀ ~ ~Ip, ~iS1ING 11)E~ ~ i P ,ഀ ~u 1ഀ ~ iഀ iഀ ~ ` ` ~ 4" dia cotton d treeഀ ~ i i • rഀ 1~ ' s' aഀ ti ' ~ , DdD~ Acres ~Nഀ j ' East ll~ du !ez ~ ~ Pഀ r'ഀ / ~ഀ s ~ ~ ,ഀ Tract f ~dഀ 16d'ഀ ate ~ ~ ~ ~ tiഀ ~ ~ ~ ~ , r 1S I..a~A 'ഀ • ~ ' ~ ~ t ~ ,ഀ ~ X ~ ,ഀ tഀ ~ ~ഀ \ ~ ~ ~ഀ ~i~ ~ ~ ~ r ~ഀ ~ ~ ~ ~ ~ഀ ~ ~ Ppഀ \ ~ ~ 1ഀ ~ ~ I~ഀ ~ ~ഀ Sഀ ~xi~Ttr~~ ~opaa~n ~ir~ GOV~fZ~46E GAL~ULf~T14N5 rte.ഀ 'yഀ ~1 ~i i ~i 5i7i= a~rz~ rar~..~ i~,a7o.-r sa. ~r. lioQ~) - QQ~ഀ 51TE GOV~RAGE TDTAd.: 3,26b.~f 5Q.1=1'. (2iSK)ഀ iJ~t~lD~APE cav~~i~ Tor~u2koi.a ~r. ~ra~tഀ LANL~aGAi'im ~Cn1ERRG~ (2,18"f aGt. ~r. = i4S5 OP 517ഀ INGLUDEa I7RiVEV~l.4Y.ഀ SHEET.ഀ _ഀ G2'-I•• Lഀ I S'-O" 6'-O" 40'-I••ഀ Nഀ ~ -ഀ 1ഀ Oഀ d-ഀ ~ GARAGEഀ N 357.3 5Q FTഀ cnഀ BATHഀ BU K ROOMഀ GARA6Eഀ - rz~F ov~N cv 480.0 5Q FTഀ r - - - ~v crmഀ i 1ഀ ~ ~I I Iഀ ~ ~I I I I _ഀ KITCHEN I I I - ~ഀ o I 'ഀ a Up I FT -ഀ ~o~~ p~ o _ ~ we sA~ഀ k~ഀ 3'3•• 'nഀ ~ 1013.0 5Q ~T 3 I/2" 5 N ROOMഀ DINING ~ഀ ~o 0ഀ m LIVING ROOM ~ഀ 'sഀ O~Oഀ KITCHEN i i;ഀ DECK NOOK 1ഀ FRIDGEഀ DNഀ 1ഀ DECKഀ e-ഀ rnഀ ~~AIN f=LsE~CCR FL.AN V~E57t) EX 1571 Nd I ~ ~~AINf= PLAN=EA57t~).ഀ SHEETഀ 56ALE: 3116" = 1'-0" LIVING AREA MAIN: G46.q 5Q PT PLAN 5GALE: 3116" = V-O" LI\ cu r:_n,i i hntir_ nx!~>~n ernrtii. r~~ra Gn>rr Dr AM R s - ' -ti_ - -ഀ LIVING AREA UPPER: 1257.6 50 PT NORTH! LIB,ഀ LIVING AREA TOTAL: 2234.5 50 PT LIB,ഀ LIVING AREA UPPER: 1230.4 50 FT NORTHഀ LIVING AREA TOTAL: 2558.2 50 FTഀ ~~Y~i\ഀ I I -ഀ Iഀ Iഀ I ;ഀ I ; 711 WALNUTഀ I ~ GARRIAGE HOGSEഀ I ~ BOULDER, GOഀ I O03 447 946ഀ I Fo.x 447 993ഀ I B~DR~4M Iഀ f Iഀ I Iഀ a~T~+ I _ iഀ I Iഀ I i Iഀ 8,4Tf~ഀ B~nR4~Mഀ d p~ I 6 iഀ Iഀ I a Y. .ഀ j ~-~oo~ ~~~.aw~ഀ n~ I I Iഀ -ഀ I I I ~ Iഀ W.LG. iഀ I Iഀ " ~ I I I i Iഀ I i I Iഀ ~ഀ i~ a NW 3 6 0~ഀ r- - Iഀ >r~~ a~ ~T M~GNഀ I i I ~~~'tt" t p`t~a ~w 1ഀ BURN 1 Iഀ ~ I I 1ഀ - 1 4ഀ iഀ ' i ~hST R B~~Ra~M ~ W,I.G. MA~ST~R B T~fഀ I Iഀ ' I o oഀ ~ C~ ~Tഀ MASTERഀ S~pRC?OMഀ I~GK BLOWഀ IIIഀ iഀ I~'-~ Ii2" I~~_311 24'-41/2" rഀ sഀ k~}ഀ ഀ EX1571NC-; JFFER f2::L0CR FLAN ~NE57(1~ EX1571N6; JFFE J EFf=J_,.. C._.1 PLAN ° ! 7 ~ SNFFTഀ 5GALE: 1/4" = 1'-0" LIVING AREA MAIN: a46.ci 50 FT PLAN 5GALE: 1/4" = 1'-0" LIVING AREA MAIN:ഀ LIVING AREA UPPER: 12e0b 50 PT NORTH LIVING AREA UPPER:ഀ LIVING AREA TOTAL: 2254.5 50 FT LIVING AREA TOTAL: :RSA MAIN: 1327.8 50 FT PLANഀ :RSA UPPER: 1230.4 50 FT NORTHഀ :REA TOTAL: 2558.2 50 FT A2ഀ 133HSഀ ~d'd*I~ `I72lf11GTlഀ Iഀ Iഀ I --e_._._.______~---~_®_~_.__.__.._.__..~_.__..._iഀ Iഀ Iഀ Iഀ I 31111133HS Iഀ Iഀ Iഀ Iഀ 1ഀ spooM •f I Iഀ aamo~ 1.8 NM~No (ഀ Loo~'t~o'~i n~~ qഀ Iഀ L00~'OZ'60 1~3~ N3~ ~ w Iഀ ~ ~ c~Nna~~~~o~ NI L00~ LI 60 ,~3~ N3~ ~ ~ oaNlm ~Ni.~51x~ ~ ~.I N~1 lib' ~ - m -lഀ III III SINഀ r ~ CINO,I~~9 L00~'£Z'80 31tld III III IIIഀ III III III I .LINfi1 ~5~m -~-~~m dN~ IIl ill Ill 1ഀ !II III Ill 1 R,.ഀ 0609 L~_=_„~~ = i _ 1 _ pഀ 'ON 1~~f0~d 1ഀ Iഀ Iഀ dtl Q,~, wഀ ഀ ~ ' • .ഀ . , , . ~NI"fl~ ~n~.s~rn ~l~Nwltt'~ഀ `~a~a ~ m~~ഀ ' ~ ~ ~ • : • • . ~ . 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' udm.m~•=.'.. r ~ ~ . .m~N.,ഀ ~ ~~a;ഀ I • . •,~~Nlhl$~''1~ ~IVIlSl~~' ~NI151~C~ ~llb`~l~` ` ' 1 •ഀ maaNlm ~7NI151x~ഀ w ~ഀ ~ ~Nia.Slx~ ~ - = lxഀ f ~NIalS 11151x3 ~ ,ഀ woos}~a4I4~,ay,~arwoHHpwotob / wo~'sq.~aq.lt~3,ay.~arnoHഀ £Z66 Ltrb x~~ maaNlm ~N115Ix3ഀ S9~b6 Ltd £0£ഀ Oa `~3Q1f1Q8ഀ 3S(l~N 30dI~~dO _ ~ _ _ _ _ _ _ ~ _ _ഀ 1l1N1~M G lLഀ • ~ a. ~ ~ ~ഀ ' ~ ~ ~ഀ 311'id ~y1151X3 . • . . mOC7Nim . ''I. ' J.3NWlH~ഀ . ~ • . m z ' ~ • ~ • . • O~~r115 m3N bl mഀ Jഀ • ' . Fഀ - ° _ _ ~ *s ~l311t1~? m3Nഀ I Z!ഀ :~.1~`3 ° X3'13ഀ 1N~I~H Xt~!^l dl~5t~d 2iG'a3~ Q .ഀ SNV*lc4 NEW NOIIICIC3V d19dc»dഀ GEpAR FASCIAഀ PEEK OF HI~H1=St RaaF MAX HEIGHTഀ ELEV •8311' ~ I © ~ ELEV • 8317' _ NEW GuttER mഀ _ ° - - NEW GUTTERഀ \ ~ , ~ഀ • . N>*W STUCCO ~ \ ~ I• EXISTING .13ഀ ~ \ ( CHIMNEY iഀ • ~ NEW S'CUGCO ~ I I ~ EXISTING FLU \ • V~~I\ഀ ~ . , no ~ ' 'NEW StUCCO I ING • ' I ~ / ' ~ , , R4•L ~ fL f ~ r I I~ഀ ~~xis~r~~ c~pa~ Fascia ~ ~ ~r~,~ഀ FIXED FIXED ~ •NEW DOWNLEADE . . . f •ഀ • ~ NEW WINDOtI,I'i." • ~ . 'ഀ taP aF THIRp FLOOR DECKING ,ഀ r :,NEW DECK OVER EXISTG. R©01=~ഀ TOP aF SEGONq FLaoR taP PLATE EXISTING 'NEW 1' THK BUILT-our • • . ' ; , • . . ' •STUCCa BELLY BANDഀ SIDING ~ / \ ! \ / \ഀ . • • • . EXIStING~ 8'fUCGa • ~ \ r \ f \ . ~ / VENT \ ~ VENT \ / VENT \ഀ 6 WAT , EXT. W L YL. :.EXISTING WINpOWB• NEW WINDOW \ \ഀ . • •ഀ ~ ~ .EXISTING GUTtE ;ROOF..; ~ഀ . ~X1,StfNG'DOWf~.;~4DER .ഀ . ' 'EXISTING BA~.GONY ~ . r •ഀ TOP C1F SECONq FLOOR DECKING ' ' , , . ' ~ ~ •i~.ഀ TOP OF MAIN FLOOR tOP PLATE .ഀ ~ ~ \ഀ BaTTOM OF HEADER NEtU TRACK LIGHTING • \ഀ ഀ " pഀ ~ ' FIXEp FIXED FIXEpഀ ~A \ ~ i • rഀ , \ \ 1 , ,ഀ • , . VENT \ VENt ` VENT \ഀ EXIST'G BENCH • ~ xl ti WINO •ഀ • ~ E 9NG DWS, TOP OF MAIN FLOOR DECKING ~ . . , • 'ഀ ELEV ~ 8281b' , ~ -ഀ Iഀ EXISTING GRADE T Iഀ ELEV = 8285' Iഀ ~ ~ ~ ~ i NATURAL GRADE ._._._..~_-_-_..~._~_._T.._.__._~.,._._._._-_~,______._._..._...~_____.__._._.__._._._____ ELEV .8284'ഀ PROPSEp ApDITION PER PLANSഀ 22'-il'ഀ CEDAR FASCIAഀ PEEK aF HIGHEST ROOFഀ ELEV = 8911' CEDAR FASCIAഀ • . /ഀ r NEW STUGGa ' rഀ ~ STAIR . • \ \ \ „ , •BEYONp'. • . • C ~CSMT • \ഀ EXISt'G OVERFLOW ~ • . ' ' ~ ~ • ' ' \ • 'NEW'. \ SGUF'PERS OCK ' • •ഀ . • • • ~ BL • • • VENT \ FIXEp FIXED EXIStING PARAPET • . , ' • ' , EXISt`G OVERFLOWഀ . . • XIBtING FLU. ~ . ~Q NEW WINpC~.l3 ~ , SCUPPERഀ TaP OF tHIRD FLOOR DECKING 'ഀ r ~ •ഀ ' TOP OF SECaND FLOOR TOP PLATE ~ NEW 1 THK BUILt-auT•. • STUCCO• BELLYBAND ' .ഀ ~ . •ഀ ~ \ •ഀ 0 \ \ • \ \ ~ \ഀ acv \ \ 'ഀ ~ .,EXISTING W(NpOW ~ . LOPED ROOF BEYONRഀ i ~ rഀ EXISTING SIDING REPLACE WDW • • EXISTING SipING • WrGL BLacK ; EXIStiNG STuGCO 'ഀ f'.ഀ ' ' ~ ' • ' .`•1'X!a' TRIM 13~NA EXISTIN~S~SGUPRERഀ tOP OF SECONp FLOOR DECKING , , • . '`p •ഀ tOP OF MAIN FLOOR TOP PLATE • • .ഀ ~ ~ • . BatTOM aF HEADER .ഀ ` \ r` 'ഀ \ \ \ • \ 1 \ \ഀ • ' d \ ~ \ ,r \ m EXISTING WINpOWB• , • • ' ; ,NEB} _ ~ \ t f ~ rഀ (t1 ~ , •S(I7~alJALL ~XHAU51; \ / \ r • .ഀ ~ • • . EXISTING WINDOW'ഀ , . , . • 0 • • E . •.EXISTING WINDOW ' EXISTING". ` ~ : ~ . , 'WINDOW •ഀ , • . , . .~EJCI~T~hIC~ S`rt,IGGC?' • . • • . ; ,ഀ TOP OF MAIN FLOOR DECKING • ~ ~ , ,ഀ OP EXIST'G GARAGE SLAB , , , . . • • • , ~ , .ഀ ELEV = 8286.9' • , . ~ ~ : ' •ഀ EXISTING GRADE°~, , ; ' • , ' : , , , , . .ഀ =LtZY l5Lt7 ' ■orwn~rww nwrrwnnwrrrMr r~~®ഀ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ - _ ® _ - _ _ _ NATURAL GRADE SHEET r=1.r=Y ■ 8284'ഀ EL~EVA710N ~NE57ഀ 5GALE. 1/4" = V-01' A4ഀ ~~~c~r~~c~~. s~r~~~~~ഀ a~~. ~~.~crRica>. wor~x to ih~~t oR ~xc~l=P zmmm r~.rr.c,ഀ REQUIREM)*NTS P>rR BOUI.t7~R cOllN?7 GUIp~l.lhl~8ഀ O t W E7 ~G E7 i'i"R t~lE C~~1lP ~ TY OUTLETഀ ~ IImY ~L~C. txJTL~? ~ PHQIJ~ OUTLETഀ ~ B ~ II¢1V 111 StUITGHEP ELEO.OUTLET ~ 8lllITONഀ EXISTG RETAINING WALL A7 A.{ഀ REPLACE EXISTINGഀ CYLINDER GANഀ I----------------------------~ _ഀ EXSST'G 8441=ഀ l BELOW ~ t~NG.ഀ r wa~.+~ i -ഀ A I EXSST'G Ilഀ r=~.aa~ Iഀ I I I ,4BOVE ~ I ~ R I IIഀ IL F R NEW FL44R u►IQ Iഀ CRAWL SPACE ? ~ ~ 1 I ACCESS 34 x30 ~1 ~ ( Iഀ NE I - i I ~ 1 D 4 E W S ED ~ i l l EXISTINGഀ I A ~ItK zi'~ ~c I I SEI~R~?OM 3ഀ 1 ( A~ , ~ ~ Q. ~ NEW i ul I Iഀ IN ILL ~ I~ I I CARPETഀ I II ~ i D1ഀ G,4R,4GE REPLACE GLA SIDELI Hs o+ ,H ~ I I ~ l I^U ETCHED INSULA GLAS i i i r I I nഀ l ~ i ~ i i Iഀ EXI~aTIN , , , , ~ ~ ( I ~ ~ ~ ~ ~ • RGELAI I LITE ~ , ~ ~ ~ഀ 6 ,ഀ NEW . s I ~ l At ' W44D PLR s urn i • ' ~ I ~ഀ I ~ ~ഀ I TANKLESS EXfSTIN l5 S ~ ~ - l BP~TFf I ~ i WATER HEATERS LI N ~ ~Ai~ Dഀ iR G cv I p~urs~iue i H ~ ~ഀ I A~ I ' p ST4R,4GE u~w o~u ~n,i~.iue Iഀ IS HIGH ~ oഀ ( PLATFORM 5'-10 314' 8"-3' '1'-6 3/4' I ~ _____._.___~__o.__._._.___.--ഀ uEwe.~. ~ B41L NEW T4 - I _ ~7"ഀ ~HE,&TE OVEN ••..p... .......q•• 2465ഀ ~ ~ ~ D6 i ~ Hഀ + A9 1 . i ~ KITG~fENഀ I , 4 ' EXISTING s 3 ~ s I ~ ~ ~ഀ ~--i- W44D FLR A10 A1o m BAT ~ l . EXISTING NEw +ഀ I I ' DIVING R~JM . 3 ~ 2 ~ , .TILEഀ I I DW Aio EXISTING _ Iഀ I nw~ I Q Q I eLA~ W44D FLR , 2 _ , f zar~; sഀ I ~ ~ ~ D5 I ~ Ago L ,ഀ 0 0 2 ~ ~ ~ I 1 0 10 ~ Ago szs7b' s~ E, izta -aur iu~ ~ I F~~ ~s~ x~ i~ ' T GASഀ 1 I rn~ I pw~s ! caaL 1 3 -6 1^U Lacഀ I __.136 HIGNL__ _ , ' I ISLANDഀ ~ f'AN i ~ ( LINE 4F WALL ABOVE , ~ഀ I DRYWALL 0 I ~ I ~ Gഀ ' ( Ai T4 SCONCE T ~ ja444 ' ~ o I \ ABOVE ~ ~ ~ഀ I I \ ~ ~s. Eഀ I I EXTEND M455~4GK ~ I I \ ~ LINE 4Fഀ t ( \ VENEER C~IIM BEAM AB4 I \ ~ഀ I I \ r Fഀ , I I \ r ~ i EXISTING _ J \ , , 'iLഀ I UINING i- ~ ~ ~ ~ \ i EXi.ഀ ~ I I ~ , OPEN T4 ABOVE ~ BEDfiഀ ( I + Q Ntഀ I I f` \ ~ CAI I I i \ • , J Iഀ I I r ~ fഀ : I I i \ , Iഀ I EXISTIN I j'' ~ I COLUMN f (TEXTURE DRYWALL 4VER\ 1ഀ EXISTING TAG GLG.) \ഀ \ഀ ( DRYl~ALL 0 i DG T ~ ~ W44 ~ _ _ ~P4UT \ ~ EXISTINGഀ + : I _ r~t.~c~ >~xisr~~ ~ \ ~ DECKഀ ~ i TRACK LIGNT \ I f ~ഀ Lഀ a EXISTINGഀ 't t~EGK ,~`Iഀ 4 1ഀ t } DN 3.~ _ഀ KEY N4TE5:ഀ I 1 Infill existing opn'gഀ }ഀ I 2 new 2x4 stud wal{ to cl'gഀ 3 exist'g col. to remalnഀ ,wഀ ~ 4 provide opn'g far new dearഀ " - ~ _ _ SETE3AG 5 ravide o n' for new windowഀ - - LINE p p 9ഀ EL04D PL,~IN _ , _ ~ 6 exist g wall to remalnഀ ~ - - _ ®New wallsഀ D Existing wailsഀ SCHEDULE KEY: {ഀ Door Na. rഀ Hardware Setഀ 32'-0 i/2' Window Na.ഀ fഀ EL~Vഀ Interlar Wall eY Y ~IPVntinnഀ SHEETഀ FRCF05EI:;~ 157 f~`~~LOOR FLAN-~NE57 x 2Nr;~ Building Sectionഀ 5GALI:: 1/4" = V-0° LIVING AREA MAIN: 1,035 50 F7 A°( 5GALB: 1/4" = V-d°ഀ LIVING AREA UPPER: I,I`t~i.8 5Q FTഀ aഀ Q~ഀ I*IR~ ALARh15~'$t~M;ഀ t0 33~ UPi~A'1'~17 I~R NPPA 72 122) AN17 203 IRC. ~~~~~r I \ഀ IN-i=1.00F2 I~~At SYB~h~t;ഀ B ~ MA9t~R BAt~Iഀ A7 A~ഀ GARS ~ഀ SELLഀ k-ഀ A7 rഀ EXISTING 8 . , . • • • . ' XI T ~ I~ OVER~LOw ~ ~ ' ~ •ഀ SCUPPER r ~ . ~ ESC fഀ ഀ ,ഀ ~ ~ 1:12 8001= SLOPE•': . , GUTTER , , •ഀ 2 ~ ~ . ~ .DOWN' ~ഀ . . SPOUT . ASഀ ' ' ' , ' 8326.$' ~ ~ ~ ,ഀ . ; . , a.ഀ • • • NEW EDl'M 511~(GL~=PL1~ • . ~ .ഀ r. • ~ ~ , ~ . , •MEMSRANE. ROOF Wl GRAVEL ~ ~ rl 1 . ~ , . ~ ~ BALLAST TO MATCH EXISTIN ,ഀ , , . ~ ~ , • 'NEW GUARD RA ► ~ , ~ഀ • ' ~ STUCCO'... ~ഀ , . ~ ~ ~ zഀ ' ' ~ , . ' ~ T, • ~ NEW 2 PLY MODIFIED ~ ,n ~ഀ ' BITUMEN ROOFING SYSTEM ' • ~ ~ (~.I~(~5}~~j • ~ 5. ~ W/ I . . ~ ~ ~ , . d ssm, a aഀ • . , , . . , , . , COMPOSITE DECKING OVER ~ഀ . , . • . , ' ~ ' . SLEEPERS ON EXIST'G ROOF= ~ 4 ~ഀ • h • , ~ ~ഀ • . , 11.1 Iഀ ഀ • ~ ~ , . . ' 1;12 i~00E SLOPE : ~ . ' 'ഀ ~ ~ ~ NEW GUARD RAILING EXIS IN ~ഀ ' ~ • STUCCO GHI Y ~ ~ Jഀ Y" ~ ♦ Wഀ ~ :GUTTER , . , , ~ , , . • : .ഀ . ~ 'V1 1.fഀ . ~ഀ , ~ ~ 1 . . C. .ഀ DOW • . , X ; ~ , • ,ഀ 2 SPOT . ,ഀ DECK BELOW ~ഀ ഀ XISTING REPAIR ELASHIഀ DAWN LEADER TO CONDITION t~ SIDING SPLASH BLOCKഀ ~ Aഀ AT A7ഀ DEGK BELOWഀ KEY NOTES: _ 'ഀ I infill existing apn'gഀ 2 new 2x4 stud wall to cl'gഀ 3 exist'g cal. to remainഀ 4 pravide apn'g far new daarഀ 5 pravlde opn'g for new wfndawഀ 6 exlst'g wall to remainഀ ® New walls -ഀ C Existing wallsഀ SCHEDULE KEY:ഀ Doar Na.ഀ Ci7 H t z ardware Seഀ ~n x i c a r.r rr _ i r not ni\ Winrlni~r Unഀ :ltt!'~LL: II`I' t "t,! LWZl r nnwr. i.w. I1_011 LIVING AREA OID LEVEL: 4`72 5G FTഀ 1/4" EI.Ev /Y S 'Y 4/ SHEETഀ Interior Wallഀ AX.X Elevationഀ A6ഀ 4(~- Building 5ectlon tഀ NEW 2 PLY MORIF1Epഀ BITUMEN RaaFiNG SYSTEMഀ R-38 BLOIti~! INSULATION, TYP.ഀ TaP OF THIRD FLOOR TOP PLATE Q.S.B. RIM BaARD, TYP.ഀ NEW 11-'(18' LvL'S 12' O.G. PER STRUCTURAL ENG.ഀ 8EE ENLARIzED DETAIi. 3HEEt A9ഀ SEE StAIRlRAII, DETAIL 2X6 &tUD IUAL tUlഀ ~ NEW STUCGa GUARDRAIL EXISTING CHIMNEYS iY FINISH TO MATCH EXISTING aECTION A-A9 R-19 BAtT IN5 L.ഀ 36 ` HICxH Y~~ I \ഀ ' FINISH TO MATGH EXISTING • ' • PARTY WALL BEYOND HAND RAILഀ • NEW GOMPOSiTE pEGKiNG. • . C 0 ~ .q~ഀ EXISTING ~ '•'OVER 1t4' pENSDECK' TaP aF THIRp FLOOR pEGKING ROOF aVER I' X SLEEPERS : ' • m ~ V~~~i~~~ഀ ~ Xl TIN R F MI a MIN ~ ~ :n 4 ~ ~ഀ TaP OF SECONp FLOOR TOP PLATE - - - ~ ~ഀ EXISTING BOTTOM OF HEApER GLERESTa FLUSH E ~ ~ ~ r~ ~ഀ - - - - NEW MOSS ROCK T ~ ~ ~ 711 WALNUT ~~~R~~ഀ - MATGH EXIST ~ ~ ~ CARRIAGE HOUSEഀ TAIRS ~ ~ BOULDER, COഀ m ~ L INCx 308 447 9465ഀ ~ - - NEW GLU AM►-~'' ~A - - - - B AMI ~ Fax 447 9923ഀ ~ - - BEDRC~UM ( NEW ASPHALT SHINGLES _ _ _ ~ oN EXISTING RoaFഀ NEW 2 X ~ WALL ( ( ~ r?- HowerArchitect~,cor~ ~ r`»~ Rotand2HowerArchltects,coroഀ - ` - TO CEILING I ( I i jf} 0ഀ TOP aF SECOND FLOOR pEGKING ~ _ - - I Iഀ ~ I I 70P C?F MAIN FLaaR TOP PLATE ~ - - - - " ( I ic1ഀ FLUSH EA ~ ~ ~ ~ഀ NEW W1DX'1'I OR W12X58 NEW !3)1-314' X 111~'ii8' LYL BaTTaM OF HEADER - - - - t PAp (VERIFY) aR Wl X a2 ( PER ENഀ NEW ~ ( NEW l2)1-314 X 9-V2 LVL I ~ i- iഀ STAIRS I i - ~ ~ ' r-!ഀ i ( ~ ~InOഀ ~ NCx ~ഀ ' - ~ - - ~ . - NEW LNING LIVING to Mഀ AREA AREA ( I I Iഀ , (ഀ ~ ~ a~ഀ TOP OF MAiN FLOOR DECKING - - ( ( , ~ rഀ ELEVATION = a28'I.b'ഀ ~Iഀ 1=~,~ • XISTING EXi571NG 282 Aspen t,ഀ (~"'I I I + l3) 2 X i2'S (VERIFY) l3) 2 X 12'S (VERIFY) j~~~ j~ NEW - I11~ yi: i~ .v -ഀ HELIGAL PiER - ~I I I •w ; i I ~I I I~ . ~1=1I1 Dail,ഀ EXISTING 'y' EXISTING PIER EXISTING STEM EXISTING PIER XISTING III FOUNDATION (VERIFY) ~ PAD (VERIFY) WALL !VERIFY) t PAp (VERIFY) = OUNDATION (VERIFY) I ~ I ~ I I Na~aE: aurr aF co~F.RAnat~ഀ R~ease of these dacum~ts comtemplates = ~ further caaperotPon among the owner, hisഀ ~i/''<L~: I -U contractor and the orchftect. aesis~ andഀ aonsiructkon are complex, Nthaugh the a~ch(teat and his consultants have performedഀ I 1 these senc~es with due care and diligence, they cannot guarantee perfeatian.ഀ aommuniaation is imperfect and everyഀ cantinga~cy cannot be anGaipated. Any errors, omissions, or discrepancy d'~saaveredഀ by the use of these documents shop be reported ko the arahiteat. Fagure to notifyഀ 32'-fb" the architect compounds misunderstanding ~d increases construction cost, A #alureഀ PRaPOSEp ApplTiaN NEW 2 PLY MC to coaperato by simple notice to the orahikectഀ BITUMEN RaOFiN NEtll 2 PLY MODIFIED shall r~ierre the orahitect of responsibility of RUMEN RO©FiNCs SYSTEM dl aonserptenaes amtwng out of suchഀ changes.ഀ _ _ _ _ _ _ _ _ _ _ _ _ _ _ M,qX HEIC~Nt ltis designs and plans aro copyright and ors ELEY ■ $31'(' not to be used or reproduced whdly ar inഀ R-38 BLa /R-38 RLoUlrl INSULATION, tYP.~ park withau# the written perrnisston of Roland iZ7~_~T~'_ _i~ _R a rs n~u nA a e!~w4 *.-c, Hower Arnhiteet. the drawings andഀ TOP CJF THiRD FLaoR TOP PLATE _ _ _ ~ _ _ _ _ _ ~ _ . _ . _ _ _ -ഀ rഀ ' i- . , -ഀ i • T ~ഀ ~ . , • • 5T,41R • . , , NEW MSTR. NEഀ ~ ~ +~lഀ > BATH Eഀ EXISTING • . }PARAPET .ഀ EXISTING ~ ~ ' ~ഀ RaaFഀ TOP OF TN1Rp FLaaR pEGKING ~ _ _ ~ _ _ _ _ -ഀ rഀ TOP DF SEGONp FLOOR TaP PLATE E STI G LO R Cഀ BOTTOM OF HEApERഀ ~a ao ao 00ഀ EXIS EXIST EXI T ~aഀ BEDR BEDR~ 8ഀ EXIS NG 8ഀ LAU DRYഀ REPAIR EXISTINGഀ aP OF SEGaND FLOOR DECKING RaaF LEAKഀ TOP aF MAIN FLOOR TOP PLATE EXI5TlNG FLOOR ~IafSTSഀ BaTTaM OF HEApERഀ ❑ ❑ഀ EXISTING EXISTING E S r Xi iഀ GARAGE KITCHEN DIN Nഀ PRGPaSEp 36 HIGHഀ TOP OF MAIN FLOOR pEGKING iSLANp ELEVATIaN = 828"ib'ഀ OP EXIST'G GARAGE SLAB - _ _ _ _ _ _ _ . _ . _ . _ _ഀ ELEV ■ 82St~.8' EXISTING GANG. SLAB = - ~ഀ Ill-~ 'y~ vഀ -I I ~I l 1~:~ - - ruഀ I~ Ex15? -I~I•- t~ഀ II Lഀ l=1 l I EXISTING STEMഀ I I _ _ _ _ _ _ WALL BEYONpഀ ZOLL Iഀ 5GALE1 1/4"ഀ METAL JOINT DOVER Pl>~1TE EXTEND HIGH TEMPERATURE APPROX. 1/2 6" 152mm WIDE MIN. SET SELF-ADHERED MEMBRANE DOWN APPROX, 1 2 2~~ / PLATE ~0~ (152mym) WIDEഀ SOPREM APPROVED SA PRi R 13mm GAP ( } / A ME { } IN TWO BEADS OF S OUTSIDE FACE OF SOLID MASONRY 13mm GAP API TO C E TABLE EAIANT ~ ( } PLED A C P OR SOPREMA MASTIC COL5TIX SOPRALENE STICK OR OTHER WALL AND OVERLAP BASEഀ SUBSTRATE {WHERE REQ~JIRED}, APPROVED REINFORCING MEMBRANE PLY-MEAT FLASHING MIN. 2" 5mmഀ TO TOPSIDE OF BASE PLY FLANGE APPROX. FASTENERS AT APPROX. 3' 76mm O.C. ( ) , WELD OR HOT AIR WELD TO METAL FLANGE. ( ) 1ഀ METAL FLANGE AND REINFORCING 4 {102mm) WIDE STAGGERED AND FLUSH, CONTINUOUS TAPERED PLY PRIOR TO SA CAP SHEET METAL EDGE FLASHIN WOOD SHIMഀ BEING INSTALLED. ~ G {GRAVEL-STOP LIP OPTIONAL ; • ~ഀ „ ) zz 4 (tO2mm) MiN, PRIME FLANGE BEFORE STRIPPING ~Yഀ SEALANT :i#~:;~:~:~:s;•.., ° ~ 2" 51 mm) MIN. .-,pഀ SOPREMA APPROVED SA PRIMER / ( £ APP I T A P 1= m LED O GGE TABLE SUBSTRATEഀ 4 {1O2mm} MIN. ~ r~ { 3 WHERE RE UIRED TO TOPS DE BASE PLY METAL FLANGE ANDഀ zz AT APPROX. ~ w _ f MiN, m REINFORCING P LY PRIOR TO S ~ A CAP 1ഀ ~ E 3 6 7 mm 0 .C. ( SHEEP BEING INSTA D. 0 ct E Li.E 9. STAGGERED • . ~ E iഀ E •::c: COLSTIX FIELD GAP o .:::::c::•:c::•. Eഀ ~ v, ,..ii:i+ iiit~»?F: N 3 MEMBRANE PLY ADHERED ~r U N ~ ~ 0 Nഀ T 0 PROPERLY PRE AR ~ P ED . OR PRIMED SUBSTRATES, m • iഀ COLSTiX FIELD BASE ~ g ~ >w _ ~ .Jഀ AND CAP MEM A E P Y BR N L COLSTIX 0 S PRALENE STICK wM:, OR OTHER APPROVED ADHERED TO PROPERLY ~ - ,,.L •S .ഀ z REINFORCING MEMBRANE ,,r' PREPARED OR PRIMED ~ ~ : ~~~:#sirs':I:#I:~?:?;'f(•~"t:~.;:~''':.`':~-i?:'ഀ PLY-HEAT WELD OR HOT SUBSTRATES. i:~~;''~i:;"'spis:;::.`,.:?~;'~~~~s:?~;'': AIR WELD TO METAL FLANGE,ഀ SET FLANGE INഀ METAL EDGE SET IN SOPREMA MASTIC SOPREMA ASTI M C {ഀ ROOFഀ COLSTIXTM FIELD BASE / " DECK 4 {1G MEMBRANE PLY ADHEREDഀ TO PROPERLY PREPAREDഀ OR PRIMED SUBSTRATES. WOOD HAILERSഀ TAPERED EDGE STRIP FASTENED r, 4ഀ {IF REQUIRED} AS REQUIRED 4 CIഀ RIGID BOARD \ (IF REQUIRED} SCഀ WOOD HAILERS INSTALLED WITH FII CLEAT BOND BREAKERS AND FASTENED THERMAL INSULATION ~ഀ (IF REQUIRED) AS SPECIFIED OR REQUIRED BY {lF REQUIRED} SPECIFIED GUTTER COIഀ CODE OR INDUSTRY STANDARDS ROOF DECK WITH SUPPORT SYSTEM MEI TO RESIST DESIGN LOADS AND EXTEND FIELD BASE PRE Eഀ CORROSION OF STEEL DECKING, MEMBRANE PLYഀ FASTENERS AND METAL EDGING. TO OVERLAY WOOD HAILERS INSTALLED WITH BOND RIGILഀ METAL CLOSURE BREAKERS AND FASTENED AS SPECIFIED (IF ~ EXTEND FIELD BASE MEMBRANE OR REQUIRED BY CODE OR INDUSTRY / ~ഀ PLY TO BELOW BLOCKING THEE NOTES: STANDARDS TO RESIST DESIGN LOADS (IFഀ 1. USE IN CONJUNCTION WITH SOPREMA GENERAL REQUIREMENTS AND CORROSION DF STEEL DECKING,ഀ GOLSTIX PD5 AND APPR0I~ED DETAILS WHILE CONSTRUCTING ~ FASTENERS AND METAL EDGING. R001 NOTES: OTHER ROOF COMPONENTS TO EXCEED CURRENT EDITION 1. USE IN CONJUNCTION WiTH SOPREMA GENERAL REQUIREMENTS, NOTES:ഀ REQUIREMENTS OF FM APPROVALS, SMACNA, NRCA, ANSI SPRI COLSTIX PDS AND ARPROVED DETAILS WHILE CONSTRUCTING 4, SEE DETAILS CXM-001, 002 & 003 FOR: ES-1 AND FLORIDA BUILDING CODE-RA5 N0. 111 WFTH THE WATERTIGHT SEAMS ~ END LAPS; T JOINTS 1. USE IN CONJUNCTION WITH SOPREMA GENERAL REQUIREMENTS,ഀ M05T STRINGENT REQUIREMENTS OR RECOMMENDATIONS OTHER ROOF COMPONENTS TO EXCEED CURRENT EDITION COLSTIX PDS AND APPROVED DETAILS WHILE CONSTRUCTING SEE REQUIREMENTS OF FM APPROVALS SMACNA NRCA, AND OTHER MEMBRANE CONNECTIONS•ഀ PREVAILING. , ANSI/SPRI APPLYING SEAM SEALANT AT ALL FINISHED OTHER ROOF COMPONENTS TO EXCEED CURRENT EDITION WATT ES-1 AND FLORIDA BUILDING CODE-RAS NO. 111 WITH THE AND EDGES ON FIELD & FLASHING BASE PLIES. REQUIREMENTS OF FM APPROVALS SMACNA, NRCA, ANSIiSPRI 2. SOPREMA ADHESIVES, CEMENTS, MASTICS, PRIMERS AND MOST STRINGENT REQUIREMENTS OR RECOMMENDATIONS APPI rഀ SEALANTS ARE REQUIRED WHERE iNAICAI'ED. PREVAILING, E5-1 AND FLORIDA BUILDING CODE-RAS NO. 111 WITH THE EDGI MOST STRINGENT REQUIREMENT'S OR RECOMMENDATIONSഀ 3.ON SLOPES GREATER THAN 3/4:fi2, FIELD CAP MUST BE UNDER 2. SOPREMA ADHESIVES, CEMENTS, MASTICS, PRIMERS AND PREVAILING. METAL EDGE AND STRIPPED-iN WITH ONE OF THE FOLLOWING SEALANTS ARE REQUIRED WHERE INDICATED, 2.50PREMA ADHESVES, CEMENTS, MASTICS, PRIMERS ANDഀ METHQDS: ALSAN FLASHING SYSTEM, HEAT WELDED OR HOT AIR 3. WHEN A PROJECT SPECIFICATION REQUIRES SOPREMA TO SEALANTS ARE REQUIRED WHERE INDICATED. aഀ WELDED USING A POLYESTER REINFORCED CAP PLY. WARRANT SHOP FORMED METAI.(S}, ROOFING CONTRACTOR MUST 3. WHEN A PROJECT SPECIfiCATiON REQUIRES SOPREMA TO 4. SEE DETAILS CXM-001, O02 & 003 FOR: WATERTIGHT SEAMS SUBMIT METAL SPECIFICATION AND ALL PROPOSED METAL DETAILS WARRANT SHOP FORMED METAL(S), ROOFING CONTRACTOR MUSTഀ ~ END LAPS; (T) JOINTS AND OTHER MEMBRANE CONNECTIONS; TO THE SOPREMA CORPORATE TECHNICAL DEPARTMENT FOR SUBMIT METAL SPECIFICATION AND ALL PROPOSED METAL DETAILS t~ഀ APPLYING SEAM SEALANT AT ALL FINISHED EDGES ON FiELD & REVIEW/APPROVAL PRIOR TO BIDDING AND/OR INSTALLATION. TO THE SOPREMA CORPORATE TECHNICAL DEPARTMENT FOR FLASHING BASE PLIES.ഀ REVIEW/APPROVAL PRIOR TO BIDDING AND/OR INSTALLATION.ഀ ~ -ഀ 4,ഀ 5G,~L~: NI~N~ M~T,~L ~DG~ - C~f2~tVEL STdP ~G~kL~: NONE M~T/~L ~I~CaE - GUTTER SGI~L~: 1`~01~~ P1~R~PETഀ DETt~IL~D PAR MI=R. (50PR~MA~ SPEGIFIGATI~?1~5. p~T,~IL.ED PAR MAR. (54PREM1~} SPEGIPIGATI©1~5. I~ETA:I~.ED PER MI~R. (50PR~M,~ 1ഀ PROJECT SPECIFIED WALT. FINISH: METAL, MASONRY VENT PIPEഀ OR WOOD WALL PANEL SYSTEM, METAL COUNTER LEAD FLANGE FLASHING OR GOFNNG SYSTEM OR SOPREMA LIQUfOഀ MEMBRANE WATERPROOFING SYSTEM. SPECIFIED SOPRALENE SUCK OR OTHER ~ SYSTEM MUST WATERPROOF THE TOP FOUR INCHES APPROVED REINFORCINGഀ OF THE FLASHING MEMBRANE PLY, MEMBRANE PLY-HEAT WELD ORഀ SHEET METAL REGLET GOUNTERFLASHING HOT AIR WELD TO FLANGE,(TYP) SEf DIAGONAL TO FIELD SEAMS,ഀ FASTENERS APPROX. 6" 203 mm) O,C, OR BATH PLIES FASTENEDഀ SIMULTANEOUSLY . • ?IAN VIEW • , .4 u , 8 y:~riiഀ . , . ::y:irC r ' , t FASTENED AS SPECifiED ~t Y,; ; p ;.;..5 ; _ > , THROUGH-WALL METALഀ . SCUPPER WTfH FASTENERS s .x, ~ _ഀ n 4ഀ MAXIMUM HEIGHT ~ .t¢~" PRIME SCUPPER FLANGE, SET FLANGE " , ~ . , iN SOPREMA MAS11G, FASTEN INTO 24 (61Omm) 16 ox LEAD COATED COPPER METAL L ',a:~ഀ • O FASTENED B" 203mm O.G. AT TOR WITH DECK Oft WOOD NNf.ER 3" Q.C.ഀ O •6a°r 76mm STAGGERED AND FLUSH SEE NOTE 3. SEAMS LOCKED & SOLDERED. (51m ( } „ MINIMUM HEIGHTഀ c 6 6" (203mm) 152m 4" MIN.ഀ ~ . ( ON NEAT WELDED FLASHING, EMBED F1ELA CAP MEMBRANE PLY ~ GRANULES IN FLASHING AREA (i02mm)ഀ (i 2mm TWERMAL INSULATION, "ഀ COVERBOARD AND ROOF1NG t;;:;,;.- 102mm o ( ) PLIES APPLIED TO DECK AS 6" {152mm) POLYESTER REINFORCEDഀ I~~'"~~~'`"~''''"''`' SPECIFIED OR REQUIRED . ~ ADHERED OVER METAL FLANGEഀ Yഀ 6" (152rnm) O.G. FASTENINGഀ THROUGH METAL FLANGE INTO DECK. NOTES: 2"(51mm) t. DETAIL TO BE USE IN CONJUNCTION WITH r Iഀ 2»(TYP} SOPREMA GENERAL REQUIREMENTS, ANCHORED AT APPUCAnaN METFwDS AND APPRaVED DETNLS. BASE MEMBRANE FLASHING PLY, ADHERED TOഀ 2" 2 SOPREMA ADHESNES, CEMENTS, MASTICS, PPoMERS COVERBOARD INSULATIO WALL AND MECHANICALLY FASTENED AT BASE OF UNDERSIDE OFഀ AND sEALAFDS ARE REg01RED WHERE INDICATED. (IF REQUIRED) WALT. AND t.EADING EDGE PER CURB, WALL & R00F DECK PERIMETER LAYOUT DETAILS, NOTES: THERMAL INSULATION i. USE IN CONJUNCTION WiTH SOPREMA GENERAL REQUIREMENTS, COiSTIX PDS AND APPROVED 0'ഀ (IF REQUIRED) WHILE CONSTRUD1iNG OTHER ROOF COMPONENTS TO EXCEED CURRENT EDTfION REQUIREMENTS APPROVALS, SMACNA, NRCA, ANSI/SPRI ES-t AND FLORIDA BUILDING WDE-RAS N0, 111 WITHഀ NOTES, ROOF DECK MOST STRINGENT REQUIREMET{TS OR RECOMMENDATIONS PREYAIUNG,ഀ THERMAL INSULATION, 2,SOPREIAA ADHESNES, CEMENTS, MASTICS, PRIMERS AND SEALANTS ARE REQUIRED WHERE TNDIC i. USE IN CONJUNCT30N WiTH SOPREMA GENERAL REQUIREMENTS AND APPROVED DETAILS WHILE 3. SEE DETAILS CXM-fit, OD2 &003 FOR; WATERTiGHT SEAMS 0 END LAPS; {T} JOINTS AND O POLYESTER OVERBOARD AND ROOFING CONSTRUCTING OTHER RaOF COMPONENTS TO IXCEED CURRENT EDRION REQUIREMENT'S OF FM MEMBRANE CONNECTIONS; APPLYING SEAM SEALANT AT ALL FlNISHEO EDGES ON FIELD & FLASIഀ REINFORCING PLIES APPLIED TO DECK AS APPROVALS, SMACNA, NRCA, MLSI/SPRI ES-t AND Fl,ORIDA BUILDING CODE-RAS Na. 1t1 WITH BASE PuES, MEM$RANE PLY SPEClFlED OR REQUIRED THE MOST STRINGENT REQUIREMENTS OR REGOMMENDATIANS PREYAIUNG.ഀ 2. SQPRFD,tA ADFIESNES, DEMENTS, MASTICS, PRIMERS AND SEALANTS ARE REQUIRED WHERE MDIGATED.ഀ 3, SEE DETAIL AHWBF-Qa1 IF GREATER THAN 24" (BtQmm}. {ഀ Rഀ tഀ SCALE: Nc?NE THRU-WALL SUPPER SCALE: NONE METAL WALL BAST= PLASHING SCALE: N©NE METAL WALL BAE `tiFഀ DETAILED PER MPR, tSt7PREMA) SPEGIPIGATiC~NS, DETAILED PER MPR, (50PREMA) SPEGIPIGATI0N5, DETAILED PER MPR, (SOPREMA) Sf iഀ i r dഀ TYPICAL WALL CORNER - FLANഀ Scale: 3"= 1'-0° A8ഀ ~~V~~I\ഀ N~lll 2 P~~' MQP11=11=1 BIT'UM~Nഀ ROd>=1NC~ SYSTEM ~P~R MI=R. ~P~G~.)ഀ M~4X N~IC~~~ I~I~I~ഀ ~~~V = 831`1' ■ഀ 3ഀ ~ r~8 R-38 B~.oI.UN INSl1~,4T'IQN, ~'Yf~. 711 WALNUT CARRIAGE HOUSEഀ BOUEDER, COഀ CxU~"1"~R ,4NU pC7lUNSPaI~~'ഀ I I 303 447 9465 I I C?.S.B. RIM BC7,4Rp, ~'YP. Fax 447 9933ഀ Iഀ Ai '°i" ' II--Ira 1.VL'S 12" HowerArchltects,corkഀ 1/2' CxYPS~IM ~ ~-~R~~,~~~ ~~~r Rotamd2HowerArchltects,comഀ OVER ~ MIS. pa~~~~ 2 74 6ഀ YAP~R ~~4RRIER TOP P~.r~~'~S, ~'Y1~.ഀ ~ 2 74 ~ ~>4~'~RIC7R 1*i~4M~ ~1,4~~ഀ uJr ~-1~ INSl~1.,4~`IC7N, ~'Y~'.ഀ m Z 3/B'ഀ ~ ~ 1:12 R0~1= PITCHഀ 1/2"X I/2" TUIISTEP Ii20Nഀ - BALUS?ERS BY LJ SMITI-I ~~UJ lr2" T' ~ C~ hIEUJ STUCCO SYStEMഀ ALDER HANDRAIL IMODPL~' LI-5140) N~41J~1=I~ ~ C~~.1~~1~ഀ BY R/lU SPECIALtI~Sഀ CMOpEL" 6~D42) GUS70M ~'OP ~>4151"INC~ 2~2(l Aspen ~fi,ഀ ALpER SI-IOERAILഀ d TRIMഀ Ueil,ഀ ';ii N~~U 2 >4 12 S~J-~1~ ~r~NRഀ lU/S`FUCCC? V~N~~R SYS`C~M NOTICE: DUTY DF CDi~ERADONഀ 3/4' pLYWOOD Release of these docum~ts aamtempiatesഀ TREADS, GARPE7 Iii ~7415~'INC~ 8001~ SY5`F~M further aooperotian among the owner, h~ഀ 2 X 12 S7RINCzER 3Rp 1'1~R. SYSTEM aontraator and the orahi#eat" Design and aonstnaation are aompiez, Although the architect and his ann~ultants have performedഀ these senc~es with due care sad dillgenae, they aannat guarantee per#ectlon,ഀ R/lU SF'EGIALTIES ~ ALDER RAIL CMODEL" ~o~42J BLOCKINCx i' ]41J~ 11~~ Communication ~ imperfect and everyഀ _ aantingency aonnnt ba anticipated. Any ~7RYlU,4~~. ~xors, amissinns, a discreponcy discoveredഀ by the u~ of those documents shdl be reported to the architect, Papure to notifyഀ ~~IV~~~~~ ~~~~t~~ m i~i the orahiteat compounds misunderstanding k and increases construction cost. A fo~ureഀ N ~ to cooperato by simple notice to the architectഀ ~ ~ shall rdiovo the archftect of respons~ility of dl cansequenaes arriving nut of suchഀ ahonges. k ~ The designs and plans are aapyttght and areഀ ~741ST'INC~ U~,Q~~ ~r not to be used ar reproduced whdlyor inഀ 'f part w'dhaut the written permission of Roland r~' ~UCi`iV SYS~"~M Hower Archit~t, The drawings andഀ ~eclfiaations are ~s#ruments of servlae and shall remain the property of the arahiteat,ഀ whe#her the project for which they are madoഀ is executed or not.ഀ ORNAMENTAL ?WISTEp IRON Copyright(C~Roland HawerArchikect, 2447.ഀ BALLUSTERS BY LJ SMITH CLI-514m)ഀ ALDEi2 NANDR ALDER bHOERAIL ~ 3,8. BY R/UJ 5f'EGIAഀ CMOpEL" 6042)ഀ iഀ Y' T~.-ഀ mഀ CARPET MOUNTINCx BLOGKINGsഀ BT2ACKE7 BY LJ 5MI7Hഀ ALDER NEWEL POSt LJ-312"1-BZ) ~~2~ pRYWA 8Y LJ SMITµ CU-4m'fH) r Il" BL NZESEDഀ fഀ HARDWOOD TREADഀ SEE STAIR PLAN FOR SHAPE Nഀ 3/4' PLY m Zഀ ~ ~t _ _ഀ mഀ D . i STAIR LANDINCs Iഀ ~ ~ ~ ~ ~fഀ ~ ~ ~ ~ഀ lഀ ti..ഀ 1.ഀ SHEETഀ ~OPEN RA l57A 1~ L.YA7ION Iഀ .7Nioo'f=IC.eAl. ~NAL-L- 5r=CTION FRCI=05Er~~ഀ 5GALF: 1/2" = I'-Oll A9ഀ 3ഀ q'~ p CORNER BASE CAB.ഀ BANK O O GLASS O ~~ATER~ - - RED OVEN STORH6ഀ A4p -o~ O ~O ~ Iഀ OLL-OU DWRS ~wINEE I 6ഀ DWRS 3C7" {_-f~~j~{ GOOLE ~O~pഀ ISLAND ~ ~ A10 2x~ ~~.uM ~ w~~ഀ J 7ഀ ~D~ A10 o.ഀ K I TGH~Nഀ 5 EXI5TIN6ഀ A10 PENDANt LIGN?INCx ~ WOOD ~LI2ഀ PER 1"fFR SPEDഀ ~ ■ഀ ~ ~ 711 WALNUTഀ CARRIAGE NOUSE xഀ PANTR BOULDER, COഀ ~1-ഀ - 2~~P~ ~ 303 447 9465ഀ ~ 1`ax 447 9903ഀ WINS ~ ~ SAF2 CLASS 0 ~INISI-4 HowerArchltects,ca~ഀ GAOLER ~ = J CRpLL! O I7) ~ PANEL ~ Rolnnd2HowarArchltects,coMഀ EXISTING SOFFIT ~ix~r~ >~~a~u~RS ~x~st~N~ so~iT ■C~ഀ 0ഀ I~I'' {{~y~CII~ I~I''''. 3(0' X 3~P' W~IV ©UJ ~~P ~~~~I..~~J~Jഀ KITCHEN ISL?~ND EL~~/,4TION ~ KITGH~N ISL,4ND ~L~V~TION Micro. mഀ CsRANITE COUNTER A-ld scale: 3/b"=I'-o A-10 scale: 3/e"=1'-o E 4" BACKSPLASI-4 0 ~ ~ Cxfi~~NIT~ GDI~NTEi~ m s t.B. Mi~v~ഀ ' ~ ~aGK~ c~ ~1ഀ REG. ~ ~ BOLL-OUT 0 eഀ xഀ ~ DWRS ~ PANEL ~ - - ~ RORHG Ut @ ~ ~ഀ z~_~• 2~_fd• ~~_fD~ , z~_D• 3~_d• 2~_~• ~ NEW TOE-KICK HHATER z~_3~ 2~_6~ഀ KITGH~N ISLAND ~~.E~ll~TION ~ KITGf~~N ISL,4ND ~L~VA~TION ~ KITGH~N EL~1/,4TIONഀ A-10 scale 3/b"=I'-o A-10 scalp: 3/8"=I'-o A-10 scale: 3/e"=1'-0 Fഀ i 4~ഀ iഀ s`'°`''°~ 206ഀ o. o Oഀ v n6 4ഀ m Hsഀ - B SGL. SH.ഀ W5 W 6 ~ 'o' ~ .o ~ (4~ഀ z B,4TH 2 M SH. Q TI E I i2 W.I.G.ഀ R. .(3 TILE 2 AXIS ~G ~ MSTR. 8,4Tഀ - W.I. z Bഀ . 2ഀ ~EXI T' O ~ Oഀ ~o H3 Ax.x LITE ERI Y 6 NEW iഀ 8 T.B G,4RPET ~ T. x ~ _ - - 6 4ഀ 10 ~ H3ഀ H3ഀ O 2668ഀ OPEN W.I.G.ഀ BEYONpഀ W EWഀ 8 RL 4S„ X 3~O° RL Eഀ MIRROR ~ \ . T~~ ~ MIRROR' ~ഀ ~ t, r B. o°o~ r ~ Bari ~ ~ *a~ B ~ r aഀ D ~ ~ ~ 0ഀ ~ ~ e e sഀ M ~ഀ U I ~ SHEETഀ jj~j L LAI I , ~N PURIST ~ I AV. I 3 ~ D E5L -HUNG 3W X 6~ഀ kഀ 3uti-q 6' X 6IDI PURIST V. 3~ X~6 PURIST LAV~ RECEPTOR 'A, GiY 1604-ILER RECEPTOR ,B, gY KONLER RECEPTOR gY {GOHLER ROD RECEF'T 2ND SLR. BATH ELEVATIONS l0 3RD SLR. MASTER BATH ELEVAI 3roll x rool \FUR16T LAV. U'ഀ R c P aR , B, B~ KOHLERഀ A-10 scale: 3/H"=I'-o A-10 scale= 3/b"=I'-Oഀ 41~~'LIN~ SPECI~IGA1'14Nഀ DIVISION t: GENERAL REQUIREMENTS DIVISION 5: METALS (CONTINUED) SEALANTS: DI DIVISION 9: P(NiSN~S DIVISION 11: l:(~UIPMlwNTഀ COMPLY WITH ALL APPLICABLE STATE AND LOCAL ORDINANCES, CODES, CARPENTER'S IRON WORK: FUI~JISW CUSTOM FABRICATED BOLTS, PLATES, COMPLY WITH 5EALANT MANUFACTURER"S RECOMMENDATIONS, 1N iNT~R10R 1'INISW:ഀ REGULATIONS AND 2003 INTERNAtiONAL ENERGY GQNSERVATION GODS ANGHQRS, WANDERS, DOWELS, AND OTHER MISCELLANEOUS STEEL AND IRON SEALANt: PART ACRYLIC, tREMGO 'MONO,' COLOR BY OttNER. fi~811?7=NTIAJ- APPI.IANG1~S PAR IN1'~RIOR ~INI~N I~OC~IC.ഀ SWAPES FQR FRAMING, SUPPORTING, AND ANGWORING WOODWORK. BOARDS: Ill' Thick Interior Gypsum lllail Board throughout interior. GONTR,4GTOR TO INSTALL GARBAGE DISPOSAL AND IGIr MAiC>~R lUA't~Rഀ SUBMIt SWOP DRAWINGS WHERE SPECIFIED TO THE ARGWITEGT FOR REVIEW. GLEAN JOINt SURFACES. WSTALL SEALANt t0 SIZE AND SNAPE SHOUN RATED BOARDS: 5/8' TYPE 'X' boards between residence and garage. LINE. ~ I~~~ Iഀ DO NOT COMMENCE FABRlGAtION UNTIL APPROVAL 15 OBTAINED. INTERIOR STAIR RAILINGS: ORNAMENTAL IRON PICKETS PRQViDED BY L,J. WItH SLIGHTLY CONCAVE SURFACE. 5ET ALL EXTERIOR 51LL5, GLAZNG R SMITH WITH MAX. 2 WiDE WOOD HANDRAIL 5TOP5, WINDOW FRAMES, DOOR FRAMES, AND SLIDING DOOR FRAMES INഀ FUL SEA ANT YI ANT AT F ASWING A5 QUI TO J~ GLEAN-UP: AT COMPLETION OF WORK REMOVE ALL TRASH AND DEBRIS, EAVE VENTS: NA . L L BED. PRO DE SEAL L RE RED (~r JOINT TREATMENT: USG Duraband 9(d Joint compound, UBG UIIR compound (moist areasl„ finish ,Joints per manufacturer's recommsndattons. Provide flush DIVISION 15: MECNANIGALഀ CLEAN WNDQ;US AND CERAMIC TILE AND FLOORING, VACUUM CARPETING, PROVIDE WATERTIGHT CONSTRUCTION, PROVIDE BACKER ROD WHERE 1c Joint treatment and prepare surfaces for finishing. ~ Vഀ AND LEAVE REMAINDER BROOM GLEAN. TOUGH-UP PAINt: AFTER INSTALLATIQN, CLEAN FIELD WELDS, BOLTED REQUIRED. CAULK AROUND PENETRAt10NS THROUGH FIRE RATED CON- CQNNEGTIQNS AND ABRADED AREAS AND APPLY 5AME PAINT AS USED IN STRUGTiON. P~ഀ PANEL FASTENING METHOD: Bcrew all wails and ceilings. Provide non-corrosive fasteners at all wet locations. CON~ORh't TO LATEBT EDITION O{=1'H~ NA1'IONAI. M~GNANIGAL GODS AND ALLഀ VERIFY ALL DIMENSIONS AND CQNDITIONS PRIOR tO STARTING W4~RK NOtIFY SHOP. USE GALVANIZING REPAIR PAINT ON GALVANIZED SURFACES. nc STATE AND LOCAL ORDINANCES, CODES AND REGULATIONB. ~ FINISH: Provide light skip trowel finish throughout main and upper levels,ഀ THE ARCHITECT QF ANY DISCREPANCIES QR INCON515TANGIES. VERIFY N FIELD FINISH PAINT ALL ITEMS EXPOSED TO VIEW AFTER COMPLETION. FI'. INSULATION: ALL EXISTING GONDITIONS/DIMEN51QN5 SWOIIN ON DRAWINGS. TAKE MEA5URE5 EXTERIOR RAILING CAPS: NA. In: Including ail existing wall and ceiling surfaces. Match existing finish at lower PROVIDE NEtU GAS FiRED BOILER 81" MUNCNKIN OR EQUAL.ഀ CONFORM W1TH REQUIREMENTS OF 2003 IBC ENERGY GODS. le NEGE55ARY TO PRQTECT EXISTING STRUCTURES DURING GONSTRULTIQN. SUCH level. BOILER SHALL HAVE AN AFUE RATING OF AT LEAST 929. PROVIDEഀ MEASURES SHALL INCLUDE, BUT NOT BE LIMITED tO, SHORING AND BRACING CI PROVIDE COMBUSTION AIR TO BOILER AND NOT IUATER WEATER 711 WALNUT CEILINGS: at kitchens and bath shall be taped, textured and painted semi- CARRIAGE HOUSEഀ FOR LOADS IMPQSED DURING GQNSTRUCTION, ETC. DETAILS ON STRUCTURAL DIVISION 6: Uk70D AND PLASt(G5 Provide rigid board Insulation at perimeter foundation walls g gloss. All other ceilings shall be taped, textured and painted flat. OPENINGS EXPOSED TO UlEATNER lf.E. GONG BLAB) TO BE FLAS!-IUD TO PRgYgNT BOULDER, COഀ DRAWINGS ARE TYPICAL. NOTES AND DETAILS ON THE DRAWINGS TAKE Provide 6 mil. white vtsqueen vapor barrier over grade at crawl spaces.ഀ PRECEDENCE OVER GENERAL NOTES AND tYPICAL DETAILS, WHERE NO CARPENTRY: Si DETAILS ARE SWOl4N, CONSTRUCTION SWALL LONFOi~"1 tO SIMILAR WQRK ON Ail Bated spaces have a 4 mil vapor barrier protection. ~ SNOIUER ENCLOBURErtUB BURROUND: On walls latforms and bc~chss, UTATER PENETRATING FOUNDATION. ~ ~a~ X47 provide 1/~" Durock tale backer board and install per manufacturer"s Ft).x 9923ഀ p THE PROJECT. COMPLY WITH AM. 50FTWOOD LUMBER STD. P5 20 tU.S. DEPt. COMMJ Plumbing Walls: Provide full Batt tnsulatton at ai! bathroom plumbing walls per re rQrnmm~rla+ir~na Slnn,e ±nn of rshniiiR±r saa} M Mao+_,ar {3A+_h f.n aiirxii PLUMBING AND MECWANICAL YENTB: ROOF YENTB TO BE LOCATED AWA`tഀ 545,19~o M.G.t 50FTWOOD PLYWOOD CONSTRUCTION AND INDUSTRIAL P5 1 their thickness, R-II minimum. diഀ ESTABLISW AND VERIFY ALL OPENINGS AND INSERTS FOR MECHANICAL, 1U.5. DEPT. GOl`1MJt 'LIGHT METAL CONNECTED WOOD TRUSSES' BY TRU55 Uk ELECTRICAL AND PLUMBING WitH APPROPRIATE tRADES, DRAWINGS AND SUB- $ ROOF INSULATION: Update ceiling insulation to R-3$ tl~oughout Mire roof.ഀ CONTRACTORS PRIOR TO CONSTRUCTION. PLATE INST. AND "NATIONAL DESIGN SPECS. FOR STRE55 GRADED LUMBER Plഀ AND ITS FASTENERS" BY NLMA AND AITC. EXTERIOR WALL INSULATION•R-19 bats tnsulatton throughout exterior SIഀ TWE QtIJNER OR CONTRALTO SHALL PAY FOR A L FE S AN ITS envelope. IN R L E D PERM REFER TO STRUCTURAL GENERAL NOTES AND SPECIFICATIONS. NECESSARY FOR THE PROPER COMPLETION OF TWE WORK. SILL SEALER: Provide sill sealer at top of concrete foundation walls, entireഀ FRAMING: HEM FIR STRUCTURAL GRADE, MINIMUM FB = 1000 PSI length. Dഀ TWE LONTRAGTOR SWALL PROVIDE AND OU~IER SHALL PAY FQR ALL STU S: 2X 5 ~ R TEMPORARY UTILITIES, D 4 TUD GRADE 2X6 5TUD5 ~2 HEM-FIR.ഀ TWE GONTRACTQR SWALL EStABL15H THE GRADE AND BUILDING LOGATIQNS EXTERIOR TRIM: NA. E}ഀ AND VERIFY FINISH FLOOR ELEVATIONS PRIOR TQ GQNSTRUCTION. ALTERNATE: PRO-TRIM OR EQUAL. Y S 0 DI I i N 8 WINDOWS AND DOORSഀ TWE CONTRACTOR, BY PROCEEDING WITH THE CONSTRUCTION, REPRESENTS TWAT EXTERIOR SIDING: PER EXTERIOR SPECIFICATIONSഀ HE HA5 REVIEWED tHE CONSTRUCTION DRAWINGS, HA5 VISITED TWE SITE AND EXTERIOR SOFFITS: NA. WINDOWS AND FRAMES:ഀ FAMCLIARIZED W1M5ELF WiTH LOCAL CONDITIONS, LAWS, REGULATIONS AND P, ,,4ഀ SECURITY REQUIREMENTS UNDER WWIGH TWE ttbRK 15 TO BE PE 0 WALL SHEATHING: I/2' O.S.B. COMPLY WITH ASTM E 330 WINDLQADINGt ASTM E 547 WATER LEAKAGE RF RMED. ROOF SHEATHING: MIN 35/32' O.S.B. ASTM E 283 AIR LEAKAGEt ASTM C 1036 FLAT GLA55~ NtUUDA 1.52 WOOD Gഀ TWE UNDERSIGNED ARCHITECT AND ENGINEER DO NOT REPRESENT CHAT TWESE WINDOWSt Nt6WDA 1.5.4 WATER REPELLELNT PRESERVATIVE TREATMENT FOR T}ഀ PLANS OR THE SPECIFICATIONS IN LONNECTIQN THEREWITH ARE SUITA E FLOOR SHEATHING: 3/4' O.S.B., GLUE # SCREW. MILLWORK. BL DECKING: 2 X 6 COMPOSITE DECKING T X OR QUA . Alഀ tWWEtHER OR NOt MODIFIED) FQR ANY OTHER SITE TWAN THE ONE FOR WWICW RE E L WOOD CASEMENT AND AItNING UNITS: Aluminum clad wood b Sierra Pactfic 9 THEY WERE SPECIFICALLY PREPARED. THE ARCHITECT DISCLAIMS EXTERIOR RAILINGS: STUCCO or approved equal. Ctഀ RESPONSIBILITY FOR THESE PLANS AND SPECIFICATIONS IF THEY ARE USED IN EXTERIOR FASCIA: STUCCO OVER WOOD EXTE IOR ATIO QORS AN FRAM 5: Par schedule.ഀ tU-IQLE OR PART AT ANY OTWER SITE. R P D D Eഀ INTERIOR CASINGS s TRiM: MATCH EXISTING Aluminum clad wood clad by Sierra Pactfic or approved equal. TWESE PLANS SHALL NQt BE APPROVED FOR MECWANICAL, ELECTRICAL ORഀ PLUMBNG. iNFQRMATION CONTAINED IN TWESE SWEETS ARE THE ARCHiTECt'S FRENCH TYPE PATIO DOORS SHALL WAVE TEMPERED GLA55.ഀ SUGGESTIONS ONLY. OWNER SHALL VERIFY TWE EXACT TYPE AND LOCATION CABINETS, VANITIES # HARDWARE: PER INTERIOR FINIS BOOKഀ QF ELEGTRiGAL FIXTURES. WHERE REFERENCE IS MADE TO VARIOUS TEST EXTERIOR ENTRANCE DOOR: RECYCLE EXISTING RQOR ~ 51DELITE FRAME. E> INTERIOR STAIRWAY: SWOP FABRICATED WOOD STAIR TREADS AND Si,ഀ STANDARDS FOR MATERIALS, SUCH STANDARDS SWALL BE THE LATEST RISERS W/ IRON BALUSTERS t WOOD NEWEL PAST. ALL DOORS # WINDOWS TO BE UNPRMED WOOD IN51DE. EDITION AND/OR ADDENDA. FASTENERS/ANCHORS: SEE DIVISION 5.ഀ N A A NTl AL ANCHOR SECURELY I PL LE. SE L E RE PERIMETER. 5ET SILL IN WI -ഀ DIYISIc?N 2: 51TEWORK STRUCTURAL NOTES: REFER TO STRUCTURAL NOTES AND DETAILS FOR FULL SEALANT BED. ADJUSt AND LUBRICATE OPERATING LEAFS FOR ;ഀ ADDiTIONA,L FRAMING MATERIAL REQUIREMENTS. SMOOTH OPERATION AND WEATHERTIGWT CLOSURE. Al 501L5 REPORT: NO SQiLS REPQRT HA5 BEEN PERFORMED. kഀ REFER TO GENERAL STRUCTURAL NOTES.ഀ TREAT ALL WOOD iN DIRECT CONTACT WITW CONCRETE OR MASONRY WITW GARAGE DOORS: N.A. Pl DEMOLITION: PER DEMOLITION DRAWINGS. CONTACT ARCHITECT INTERIOR DOORS: PER DQOR SCHEDULE. D.ഀ FOR DEMOLITION NOT SCHEDULED BUT REQUIRED TO ACHIEVE AWPI LP-2, WATER BORNE PRESERVATIVE. a 1ഀ PRQPOSED 5GOPE OF WORK iTl SHOP DRAWINGS: PROVIDE SCHEDULES AND FULL PRODUCT II~ORMATION p,{ X 1 Jഀ EXCAVATION: REMQYE ONLY ITEMS SCHEDULED TO BE REMOVED AS FOR QU~IER APPROVAL. INDICATED ON DEMOLITION PLAN. REMOVE ONLY VEGETATION REQUIRED. A'ഀ SCRiP tQPSO(L AND STORE ON 51TE. 51GYLiGHTS: A;ഀ DIVISION 1: tHERMAL AND MOISTURE PROTECTION ROOF SKYLIGHTS: PROVIDE ROOF WINDOWS BY YELUX-AMERICA INC. AS S"ഀ COMPACTION; WHERE EXCAVATION FOR NEW RETAINING WALL FOOTINGS, INDICATED BY SCHEDULE. INSTALL PER MANNFACTURERS O PIERS OR SUB SLABS IS INDICATED, EXCAVATE TO DEPTHS AND RECOMMENDATIONS.ഀ DIMENSIONS SHOWN. FILL EXGAYATIQN BACK t4 INDICATED LEVEL WITH ROOFING: Fi'ഀ WELL COMPACTED EARTW FILL INSTALLED IN LAYERS NOT TO EXCEED 8', COMPLY WITW MANUFACTURER'S RECOMMENDATIONS. PERFORM WORK N GLAZING: Provide dual ana, thermal break, Low E glass at all windows and doors.ഀ COMPACTED WITW NAND OR MACWINE TAMPERS. 501E SHALL BE ACCORDANCE WiTH NATIONAL ROOFING CONTRACTORS A55OClATION ETCHED WHERE SPECIE( D. Gf7MPALT'ED TO 95`~ DENSITY. COMPLETED FILL SWALL BE INSPECTED CNRGA) WATERPROOFING MANUAL.ഀ BY TWE SOILS ENGINEER PRIOR TO PLACEMENT OF CONCRETE. HARDWARE: Tഀ FURNISH 20 YEAR MAtERiAL WARRANTEE ON ROOFING AND 5 YEARS ONഀ MAXIMUM SAIL BEARING PRESSURE: REFER tO STRUCTURAL ENGINEERING INSTALLATION, AGREEING TO REPAIR OR REPLACE WORK WH1GH LEAKS WATER, DOQR HARDWARE: PROVIDE BY EMTEK PRODUCTS INC. SELECTIONS PER ~ NOTES. BOTTOM OF FOOTINGS QR GRADE BEAMS SWALL BEAR QN DETERIORATES EXGESSIYELY OR OTHERWISE FAILS TO PERFORM A5 INTERIOR FINISH BOOKഀ UNDISTURBED NATURAL SOIL OR PROPERLY CQNDITiONED AND Gഀ RECOMPACTED FiLL. ROOFING DUE TO MATERIALS OR WORKMANSHIP. GUARANTEE SHALL BE FRONT ENTRANCE DOOR: PROVIDE NEW ENTRY 5ET d DEADBOLT BY G SIGNED BY CONTRACTOR AND ROUFING SUBGONTRAGTOR EMTEK SELECTION PER INTERIOR FINISH BOOKഀ FINISH GRADE GROUND SURFACE TO LC)tJFQRM TO ADJACENT GQNtQURS AND Tഀ PROVIDE DRAINAGE AWAY FRAM BUILDING. DOWN5PQUT5 SWALL EXIT INTO PROVIDE TWE FOLLOWING AS SPECIFIED: SECURITY PRQVI51ON5:ഀ UNDERGROUND DRAINS TO DAYLIGHT. T 1. 6:12 SLOPED ROOF -ASPHALT SHNGLES SECURITY DOORS ARE ALL EXTERIOR DOORS LEADING INTO TWE RESIDENCE.ഀ REMOVE AND DISPOSE OF EXGE55 EXCAVATED MATERIAL, TRASW AND 2. 1:12 SLOPED ROOF - 2 PLY MODIFIED BITUMEN ROOFING SYSTEM INCLUDING SLIDING GLA55 DOORS, DOORS FROM GARAGE TO RESIDENCEഀ DEBRIS. 3. FLAT ROOF - EDPM SINGLE PLY ROOF MEMBRANE W/GRAVEL AND SWINGING DOORS. BALLAST t0 MATCH EXISTING.ഀ CRAWL SPACE: THE CONTRACTOR SWALL LEAVE CRAWL SPACE GLEAN AND INSTALL ROOFING SYSTEMS FLASWING AND OTHER ACCESSORIES IN STRICT ,ഀ FREE OF CONCRETE AND DEBRIS. REFER TO DIYI5IQN 15 FOR RADON ~ GLAZING. IIഀ REDUCTION PROCEDURE. ACCORDANCE WITH ALLEPTI:D STANDARD PRACTICES AND ROOFING MANU- ~ L FAGTURER'S RECOMMENDATIONS. ALL GLASS IN DOORS AND PANES WITWIN 40 OF tNE DEADBOLT SWALLഀ BE SAFETY GLA55. ~ DIVISION 3: CONCRETE GLAZIER 15 REQUIRED TO COMPLY WITH CHAPTER 24 U.B.C. OR RELATED ~ഀ Fഀ COMPLY WITH APPLICABLE AGI.3015TANDARDS AND SPECIFICATIONS. COUNTY GODS. ~ FLASHING AND SWEET METAL:ഀ CEMENT; ASTM G-150, TYPE I.ഀ COMP'RE551YE STRENGTW: 3000 PSI (N 28 DAYS. COMPLY WITH `ARCHITECTURAL SHEET METALS MANUAL' BY 5MAGNA. Vഀ WATER POTABLE. METAL: provide alum. flashing at ail roof/wall intarsacttons ~ ~aഀ SLUMP: 4 INCHES MAX, and over door and window heads. Step flash at side wall and roofഀ intersections. AGGREGATE: ASTM G-33. SOFFIt VENTS: Provide cont. 4` wide a-finlahad alwninum vents t teal. #ഀ METAL ALLESSQRiES; AGI-315. ~ ~ 9pഀ GUTTERS: provide new 24 ga. pre-ftnlahed aluminum gutters and downspoutsഀ WELDED WIRE FABRIC: ASTM A185. to underdratn, where s ec(fled. ~ pഀ REIN. STEEL: ASTM A-615, GR-60 E Provide gutter support and attach at 24" o.c. or as required. t iഀ VAPOR BARRIER; 6 MIL POLYETHYLENE.ഀ ROOFING CEMENT: Non-Asbestos fibrated asphalt cement complying with F CURING COMPOUND: ASTM C-309, ASTM D 4586, dent ned for trowel a Ilcation. ~ഀ X ANSION JOINT FILE : ASTM D-i751 1/2' ASPHALt IM AT g pp ~ E P L R PREGN EDഀ FIBERBOARD. FABRICATE AND INSTALL FLASHINGS AND QTHER SWEET METAL WORK IN I:ഀ FORMWORK; ALI 34'1. DESIGN AND FABRICATION OF FORMWORK SHA L ACCORDANCE WITH 5MACNA RECOMMENDATIONS AND STANDARDS. L BE rഀ TWE RESPON51BIL1TY QF THE GONTRACTQR. hഀ eഀ DIVISION 4: MASONRY tNOT APPLICABLE)ഀ DIVISION 5: METALSഀ STRUCTURAL AND M15CELLANEQUS STEEL:ഀ FASTENERS: HIGH STRENGTH BOLTS AND NUTS, ASTM A-325.ഀ UNFINISWED BOLTS AND NUTS, ASTM A-305, GRADE A.ഀ GALYANlZNG: ASTM A-3$6 FOR ASSEMBLED PRODUGTS~ ASTM A-i53 FORഀ IRON AND STEEL HARDWARE.ഀ SHEETഀ Al 1ഀ ~~'~I~1~111ഀ ഀ SYMBOL ROI,IC~N OP~NiNC~ SIZE llU X ~ S1`MBOL D1=SCRIPtIDN PRODUG GO©~ SPACIAL INS~'RI~G`CIONS ,ഀ Ull 3`-6 3i4" X 2'-QJ 3I4" I-II PA58ACx~ G-WA 4224 3~2Q AIUNINC~ GOLOR t0 MAtCN ~XIS~'INC~ഀ jE~i ~ ~ഀ W2 3'-0 314" X 5'-~ 3/4" N2 PRIYACI` 3055 ~IX~Pഀ lU3 3'-Q 314" X 5'-~ 3i4" 1~3 fCl=1'~D C-GW 3~Ot ~-3 3055 GAS~M~N713) ~A5~' U1INPOW OP~RAI3L~ഀ lll4 '-Q1 3/4" X 5'- /4" W4 DI~MMY ©N FRONT UU BA~1w 3 5 3 G-GUJ 3~a~vl~-3 3055 GAS~M~Ntf3) NOR~'+~ IUlNPOUJ OP~RABL~ 4ഀ 1- R I " ~N I R I I D~I II 11 I.~d~i'R v tഀ JJ5 3 ~ 3/4 X 3 3/4 336 GPI-A5a ~~OGK PR~1"A~ uN(~' W18" C~~.A59 B~.OGKS 7aP ~ BTM.ഀ "k ~ഀ W~ 4'-t~ 3/4" X 2'-O 3/4" G-lUA 4824 4Q20 AWNINCx GOLOR `CO MAtG4~ ~XISTIN~ഀ N6 't©P 1.,4tGN ALL IUINPOUJS ~'0 B~ SIERRA PAGf~IG, ALUMINUM GLAD IUCC?OP, UNPRIM~P, WI~'N NARPWAR~ 1"0 S~L~G~'~P B~' OI,UN~Rഀ {ഀ N07~~ ALL IUINDOUJS 1'0 4~AY~ 'LOIU pOUBL~ CxLAZ1NC~ഀ IN~"~RIOR ~ ~X~'~RIOR DOORS N A _ ~ഀ ARPW R~ ~M ~K fഀ S't'MBOL ROUCxI~ OP~NINCx SfX~ lUJ X OP~R. TYPE MOP~L ~ SP~GIAL INS~'RUGtIONS 1. IN`C~RIOR DOORS - ~t"zC~ KNtഀ " ~ 2. F ON1' 00 - ON c P1 3 -@ X ~ -8 )-I~ G XISTINC~ N`C 'f S ~ R ~7 R BR X~ ~C~ ~ ~ R R~INS`CALL ~XI 7'INC~ POOR, ~RAM~, SID~LIT~ iഀ 3. D~ApBOLT - WROUCxN~' S~'E~ഀ D2 2'-~" X ~"-8° LW Aഀ P3 2'-~" X 6'-8" RN A ~Lഀ P4 2'-~" X 6'-8" L~+ Aഀ P5 2'-0" X ~'-8" LN Aഀ P-1 2'-0" X ~'-8° FAIR Aഀ P8 ~'-KJ" X 6'-8" A ~ t e fഀ P9 2'-0" X (Q'-8" RN A ffഀ kഀ yഀ DII ~'-O" X 6"-8" B G-PS -f282-2 (XO) 6068 C~1-ASS SLIP~R GOLOR ~"0 MA1'G~l ~XfSTINC~ഀ ALL DOORS BY SIMPSON, lUitW NARPWAR~ ~'0 S~L~G~'~P BY OI.IJN~Rഀ NOt~: ~X~'~RIOR PA~'f0 POOR t0 ~IAY~ 'LOUJ DOUBLE GLAZfNG ~ ~ഀ i~OC~~ T1'~'~ ~ NO~'~: POOR '>'~P~ INPIGAt~P ON PLANS uJ/ POOR ANP lU1NPOUJ SG#-I~PUL~ N07'A~'IONഀ ~''r'PIGAL IN1'~RIOR DOORഀ iഀ iഀ s.~..ഀ Yഀ kഀ Iഀ iഀ rഀ A12ഀ EXISTING RETAINING Wf~I.Lഀ Y~~~ I \ഀ Iഀ I 1 0 ~ ~ഀ Iഀ Iഀ I I I Iഀ I Iഀ I Iഀ I Iഀ I I I B~DR40Mഀ I I Iഀ I Iഀ I Iഀ I ~ Iഀ ~ I CARAG~ Iഀ I Iഀ ENTRY I I Iഀ ~ ________~Iഀ ~ = I II ~ഀ ~ 1 , REMC 501 U BATH IIഀ ~ LIGHT _ _ i I BAT+~ ~ II ~ ~ I Iഀ N / ~ I -n I Iഀ ~ ~I ~ ~ ,,,1/ i II I I ,ഀ ~ I / II I I BUNK ROC7M Q ~ 17RC1P 5C?E1=1T _ _ L _ I ,ഀ ____~Iഀ j`~ 111 ®ഀ I I p ~ ~ 1' II 111 ~ REP I VEN _ഀ _ I _ 1 I I 1 i l l lഀ - ~_________...i~.~.`v I if III,ഀ I, II r I~ I~~I~I i I ~ ~ II I Iഀ I~ i I I I If }I I i ~ II / 11~~1 ICI _ I _ ,I I I~ I ~ I Iഀ ~ to ~ ~ I I f` I I I ~ 1~==r~^~~--~ _ I I~ I I 1 1 1 I r ~-=--Jഀ i~ h~__ I ~I I Q KITGH~N ~.1..1_~l~_ Iഀ i~ - 1__________ ~ N r-r-,-r~r~ l ~ Iഀ I 1 1 1 1 1 1 1 I EX15TI1J I 0 1 I 11-------____ WATER cഀ x n ~~a_I I_I_i I_i__~ I , Ito --I I 1 1 1 1 1 1 1 Iഀ i Try ~.~T' i r---------- ~ I I I 1 1 1 1 1 1 1 I WET BARഀ I I ( EXPO' aED BEAM y s _ _ - _ J I ~ II--' -C~_____________J ,ഀ I-ഀ I I ~ഀ ti ~ഀ ~ REMO4ഀ ~ ~ G. , BEഀ ~ ~ ~ ~ഀ ~ i Qഀ ~ PO N, ~ EX 51st? SEAMഀ i~ININC ~ , ~ Xഀ wഀ ua ; Q ,ഀ 1~IVINC RQUM , , Iഀ ,ഀ REMO~rഀ , GOLUMഀ I PROVIDE NEWഀ I WINDOW OPENഀ I I~~GK ABQV~ഀ I Iഀ D~MOJ_1TIC1N KEY:ഀ C . ~ ~ ~ Wa l Is to be removedഀ D Existing walls to remain i Jഀ I?~GKഀ ~y~ഀ DN 1 iഀ ! ~ഀ SGALE. II~° = 1'-~C7" PLANഀ NORTH SGALE: 114" = I~,-d~~ഀ iഀ ti,ഀ Lഀ ~ fഀ Jഀ r"ഀ SHEETഀ _ _ഀ DATE: I1l1410~ഀ )=1LE: SIഀ DRAUJN: ADG.1 12EYi9ED:ഀ REvi~ED.ഀ NEW 8"x18" GU1~kGRETEഀ G Gi2ADE BEAM WITH } - ,~'r,,ഀ 2 2 #5 GOVT. TOP ~ BOT. ,ഀ 8 8 I" VDID BELOW Y;ഀ 1.`,ഀ DRILL ~ EPOXY GROUT ' 2 ~4x24'~ DOWELS TOP ~ ~ ~ഀ N1J^l WOLMAf~EIZI=D ~ BUT. EMBED 6~ INTO , 'ഀ 2x6 LEDGERS WITH EXISTING W,ztLLS. ,ഀ sf$~~~x~,~ EXPANSIONഀ BOLTS ~ 32" O.G.ഀ NEW 2xIUഀ W x 16ഀ NEW HELICALഀ PIER ~ഀ ~'i ~ ~iഀ ~ ~ഀ Aഀ E TI Gഀ .Wഀ X ~ EJSI IN6 ~xlഀ ~ ~ I6" .G.ഀ 0ഀ ~ - - 1 }ഀ 8 ~ഀ eഀ Xഀ UF1ഀ zഀ u~ഀ PIIഀ D 1ഀ yഀ r~, 'ഀ fഀ iഀ N~T~:ഀ ❑ INDICATES NEW HELICAL PEER. PROVIDE I-8"fi HELIX ON Iഀ STEEL SHAFT. INSTALL TO 4,000 PT-LBS TORQUE.ഀ -jഀ uഀ DA7l:: I i/14/~77ഀ EfLt: 52ഀ pi~AU1N; ADGJഀ i~YISED.ഀ R>=YlSEp:ഀ ~I~1 ! ~Y• R 1!® ! ~Rr1 i ~~II i if~® I i!!R iഀ r~tiiഀ r~ i~ .ഀ EXISTING EXISTING 8441=ഀ FRAMING - FRAMING TQഀ Y~ b ~ REMAIN. REMAIN. ~ഀ ~ ~ 'L ~ ~ഀ NEW STAN'S ~ NEW STAIRSഀ W ~ Yz' ! . NE ~ " R NE ~ ~E JI 10 ~ T.II 210 ~ TJI 210 ~ഀ Ibp p i& O.. I6' O. . _ ~ITJI IG _ Iഀ EXISTING I+RAMING x • IG" 4.G ~ ITT2.1/11.86 _ ,ഀ "x ~ TO REMAIN ~ഀ ~ 1 Ta R q ~ ~ ~ ~ഀ ~ ITT11.68 ~ ~ ~ ~ BEARI ~ഀ 14q. Nlw:w ~-I~ Q VL ~ ~ + ~ ~ ~ ~ ~ഀ MI 3 ~ G .~i *14x22 -I-ഀ . i ..,...1 . ~ഀ WIOx'T1 O~ 12xഀ , EV EV Uഀ ~ EXI TIN W 9 121 ~ Ib" .G. ISTI Gഀ EL OR LOഀ F MIN ' M Gഀ Iഀ ' 1ഀ iഀ 4 ~~(l~ഀ i F`ഀ Xഀ a ~ - Oഀ ~iഀ I{f^'.ഀ V /Vഀ ~Ti Q I i ~ I 1ഀ Xഀ v!ഀ i x ~+rഀ 1 i ~ iഀ i It!ഀ REM©VE EXISTING ~ i GLUELAM BEAMഀ ഀ ~ OPENഀ ~iഀ . _.I.. , ..I..u , ~ .ഀ EVALUATE EXISTINGഀ HEADED ■ഀ r~1ഀ L.ഀ Tഀ uഀ 114° = I'-O°ഀ NC~T~: ~IOT~:ഀ ROOFING MEMBRANE TD BE R.EMUVED ~ EXISTING STRUCTURAL Fഀ DECKING TO BE EVALUATED AT NEW 3RD FLOUR AREA. Lഀ NEW PLYWOUD OVERLAY DECKING MAY BE REQUIRED. ~ 'v.ഀ SHMNRISMഀ -_l 52ഀ pAt~: it/i~/o~►ഀ ~IL~: 53ഀ 1?i2AlUN: ,4DGJഀ R~VI~~D. R~YIaEC7:ഀ WIDE FLANGE ~s,M GOPE FLANGEഀ 0ഀ 0ഀ o ~^f~^ fd E"ഀ T 4ഀ ~/4" ~/4' ~ tഀ ~ -2XIഀ Vഀ S~~TIc~1~ Bഀ FAIR 3x3x~ WIDE FLANGEഀ ~ BEAMSഀ Xഀ +6ഀ 1 1/4" ~ഀ ഀ 3'ഀ 1 1/4' ~4ഀ Sഀ 3 ROWS 3/4"~ ~s , 1 3/41 1/4ഀ A32S BOLTSഀ ~L~~l~Tfr~1~ഀ I=ഀ a~ഀ sഀ NO SGA!-E ~ഀ _r.ഀ ഀ ഀ iഀ ~1ffഀ e7 ~lഀ 6 ~ 1ഀ 3-2x10 ~ഀ rഀ aഀ i ~~Hഀ 1ഀ All framing lumbar to be #2 Daug-f=1r ar better.ഀ This structure has been designed to meet the requirements of the 2003 All Gluelam beams shall canfarm to the stress requirements far a 24~ V4 beam.ഀ international 12es(dential Code with amendments as ado tad the Town of Vail. p ~ iഀ All Micro=lam s to be manufactured by Trus .bast MacMillan and conform to the rഀ All amtsslons or conflicts between various elements of the working drawings allowc~ile Stress requirements for a 1314" I.SD~ Micro=lam LVL.ഀ and/or specifications shall be brought to the attention of the Structural Engineer All T,ll gists to be manufactured rus .bist M(iI }ഀ before raceedin with an work sa involved. The General Contractor shall vert a by T Mac an. p 9 y ~ all dimensions and conditions at the Job site and shat! be responsible for the All cannectian hardware to be by the Simpson Company.ഀ means, methods, teci~iques, sequences and procedures associated with thisഀ ro act. f=urthermore, he shall be responsible for coordination of all work and All roof deck! to be 518 C-C Ext-APA 32/16 I wood. Nail with P 1 p yഀ materials including those furnished by subcontractors. The Structural Engineer IOd ~ 6" o.c. at panel edges and to 12" a.c In the field „ = „ഀ shall be contacted durfn the construction hale to make the ab site in ectians I/4 I 0 9 P J spഀ necessary trr confirm that the actual field canditiar~ are cansistenet with the All floor decking to be 3I4 G-D Int-Af'A 42/20 TAG plywood. Glue sheathin to outs with P1400 and nail with IOd ~ 6° O.G. at anal ed as ~QT~:ഀ design assumptions and that the construction is proceeding according to the 9 .1 p g plans and specifications. and 12 a.c. to the field.ഀ ---71ഀ All exterior walls to be sheathed with O.S.B. Nail with 8d ~ 6"' a.c. at panel live Leads (lead in Design: edges and 12" o.c. in the Pleld. iഀ Rcwf IOU psi N~ഀ Eloars ~ psi Ali steel beams shall conform to ASTM A9a2-5O Specifications. rഀ !?ecks IOU psiഀ Earth oaks Seismic Zane G AIi steel plates and angles shall conform to ASTM A36 Specifications. q Wind a0 mph, 3 Second Gust AI! steel halts shall conform to ASTM A325 eciftcattans.ഀ The foundation design for this remodel is based upon an assumed bearing Melical Piers shall be manufactured by the A.B. Ghance Co,, of Gentratia, Missouri.ഀ capacity of 1500 psi.ഀ A licensed Solis En fneer shah be contacted dart excavation to P(ers shall be installed by an authorized A, S. Ghance contractor, who shall g ~ provide proof of wrrent certification. Iഀ inspect the site arxt confirm that conditions era consistent with this ...........Lt.,.. M... /a....,......i /....1....r L..w ..L..,..1.1 ......t..~.~ LL... G,.tl.. ~,...t......~i,. .....-...L tt_t.__t rs, °~_ti t_d t~.e-. s, it_ r-.. wit..ഀ u:2wv (Ii wort. I(It9 47GftQt Ul WIIK UVMVI DIIVVIU I C VIt7N1 Kiw z~ lIV Ltl((AIrIven- V vtff.,vvt- TIVIlGA1 r-1Vr1j 5(1A11 flAW 1(rP7V riv. L,I'C~,71IV,ഀ and fallow Its recommendations for excavation, backfllling, grading and drainage All lens must be corrosion protected hot dl galvanization. systems.ഀ uഀ MV NMUMVMMMഀ S3ഀ Lot ~ ~ഀ 9~, f~,ഀ S8° ~ ; 5 3046 ~ഀ r ligl1t pole ,S' pine ~ഀ 0 ~ 77,45ഀ 1 o,S'pine tഀ x8284.7` _ _ _ _ _ഀ Iഀ tഀ 1 0 ~ i X55 3D zaഀ ` paved driveway ~=~5,aa'ഀ r ~a ~ L=43.59 ~ ~ LG=41,910ഀ ~ LCB-N 231557 Wഀ ti ~ x 8284,8'ഀ r.ഀ ~ t _ _ _ _ _ _ _ _ _ -ഀ I i ~ ~ഀ Aspen Court w 7,5' i ~ iഀ I ~ 62 Hone ed i p pഀ ~ I rഀ Iഀ o ~ ~ / 1 ~ I / 7°21'14" ~ f Scale l °=l0'ഀ j / / pin and cap ~ 5.00' 122°40'28"ഀ ~ x82&4.9' / / L= 19' R=45,OQ' 0 5 1Q 15 20 25 30ഀ `v 0 LCB=N 7 '4S" W L-17,81' ~ / / / LC=17,69ഀ / Zee LCB=S70°1T24"Wഀ 1o,a 2 / / ~ /ഀ / /ഀ , / / ~ 1ഀ r / / ~ഀ / ~ഀ ~ /ഀ 82 / / , / / ~ / tഀ / / 1 / ° ~ഀ I r Lot ~ 3 f ~ / ~ഀ / / / / 0,41 Acres / t / Mഀ / / 893 ~ / ~ഀ ~ / / o / / / ~ / ~ ~~'6'0ഀ ~ / / / / ' ~ ~ ~ ~ ~ ~ is o ~~~~QO`ഀ / / / paved driveway a? i ~ / / ~/rഀ / / / ~ 1 82 / ~ഀ / / / ; iഀ 83 / / / t ~ / t / / /ഀ / ~ i \ ~ഀ ~ / / / ~ ~ ~ N 5ഀ / / / / ~ m r f8, ~ r ~ ~ഀ / / / ~ ~d~d 1 / f / m ~I, °83 Nic_~.„_ , ~ , .~-.ti1ഀ 2aa / / i ~,2'. 1 / ~ ~ഀ I 1 82299 / / / / y \1 ~ x slab elevation = 8286.9' ,ഀ ~ ~ t ! / I \ ~r~ 1 ~ ~ / ~~i~/f,, - oഀ ~ / m~ / ~'V ~ / / ,.~i ~ r ~A ~ , ----..~,g2~ / Small aspen groups I oഀ ' . / 1 q / ~ 1 new loof el, 8315.9--~ ~ , tഀ ` / ~t~ / ~ ~ ,8ഀ I ~ ~ i ~ ; , , i new roof el, 1 . ~a / / ~~i, ~ - ,ഀ / m ~ r - 8314,6 ~ / j ' ~ 6,9 Impr~v~m~n~ and Ta~oaph~c purveyഀ r 'V / f ~ഀ • ~ / / 1~ Legal description;ഀ I / 'jam ~ Parcel B, A Resuhdivision of Lot 14, A Resul~division of Tract E, Vail Village, Eleventh Filing (Amendedഀ \ , ~ ~ / 1 m1 ~ according to the plat recorded May 28,1982, in Book 341 at Page 25, Eagle County, Colorado.ഀ / / ~ ~ i it . / Parcel Bഀ 4 ~ ' ~ ~ i 0,1761 Acres I hereby certify that this survey was prepared far the Town of Vail Community Developement Dept,, drat it is an accurate representation ai'theഀ , ~d ~1 ~ ~ ~ . west 112 duplex o improvements and topography afParcel nn dris data, December 20, ZQOS.ഀ /i ~ tv ed ( ~ N _ ~ i p / ~ 1 h male floor elevation - 8287.6 ~`4 ,t,~yfl,rl90fPFPQPFO.,ഀ i ❑ i f N ~ ~ ° r,ഀ V / ~ \ t ~ \ ~ ~ 7~ഀ \ 1 ~ ~ , ' ~ Date pinicl L~ehder ' L~ഀ ~ t rim elevation = 82,T ~ I , ~ , ~ c, -wഀ ~ ~ ~ ~ manhole ~ 4 Q~ o~ I ~ C ~ ~ ,w ~ ~~+,6;1'ഀ ~ ~ w I t f ~ deck ~ഀ i l ~ ° ~ , ~ \ഀ ~ E ~o Parcel Aഀ ~ ~ ~ ty o ~ ~i 2 i ~ ~ ~ ~o ~ 0,1880 Acresഀ ~ ~ഀ ~ _ ~ 2~ 8 East 1!2 duplex ~ / / oഀ ~ ~ ` 4' dia, cotto ood tree f 1 r,ഀ ~ ' t6.2~ഀ ~ ~3'e~ 8,6' w~ഀ ~ ~ ' ~lpoo, ' ~ l ~ Alatp ' /ഀ ~ a l ~ഀ / /ഀ ~az88.aa / / ~ ~ ~ t r!ഀ ~ Q ~ / ~ /v w aഀ I 1 ` Tract F ~s~,ഀ / ~s,~,ഀ k ~ ~ ~ ~ 2a2 ~uഀ ~ r ~ ~ഀ iഀ ra ~ ` ~~y n ~ 9 4ഀ a ° ~ ~tഀ . ~ o~ `gyp, ~ഀ ~ ~ ~ t:a~sa.~' ~ `~a ~ ~ഀ b ply , rj~ ?8c"ഀ ee4~-%(- uഀ 4l 11 ~ ~190ഀ O"v fi o Dഀ A ~ , p$ ~ 1ഀ `N ~ഀ \ 4ഀ