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Home My WebLink AboutBIGHORN ESTATES LOT 648 ° ~ j/ ii ~ ~ ~ ~ i ~1 ~ i~ ~ i T ~ I ? 7" ~ .I T Y xY~ ~ Y~' y - ~ ; R1 ~ ~ . ~ ~ ~ Y~ f' a fa i ~ may; ~ j li b ~ ~ i ~i3 s ; ~ ~ ~ # I 4 ~ a ~ ~ ~ YP i ~ Y.-•*-._ _r....... ~ ~ it > . ~ ~ i ~ ~ ~ ~ o'- 3 ~ ~a ~ i l0 4 ~ 510 i s ~R~ : ; ; ~ ~~to, ~ ; ; ~ M1 , ~ ~ [ 1 ~ ~t r ~ ~ ~ J f:' ;f . { ~ ~ N ; ~ ~ M E I, ~ ~ ~ I E 1 f. a ' ~ ~i i j i. «r~ i , ps ~ Q• i \ E i s , ~ ; ~ E ~ i ~ i ~i i rF ~ 8-~~ CJ ~ o i ~ ~-n ~ a ~ ; ~ _ _ i. i ' ~ A t~ C ~J .L . i , ~ ~ i X / Z ~ ~ir7: ~ ~'r~7~. , ' ~ x l ~ c'ry'? : ' ~3 e r~ r~;~ ~ ~ ~ Z ? ~ e ~ , i ~ r ~ YP r f ~ ; YR ~ ~ i ~ ~ a _ . _ _ i _.r. ~ r_. N _ _ , AL.~ _r ~ i ~""~2x4 ~ E L'aA.o_~NG _!~~'~?RM~TtGt}t Y 1.~' ~bs f~~ of ri ~ ,w r ' . ~ ~ . i f mzr~-~ taf v;~,l ~ , y< Lti ~d ~ d r' h rr5 w r T ~ wh c ~ l w ~h ~ o., ~'d~~'r~r>~c~ vf -~xi~'~~rl s~'ru~.~'ur'~r1 r. . ~ N a ~y r ,y i; , i'' c- - ~"l ~ ~ Y Y J ~ ~ ~ . i~ . ~ ! y- V EX ~ S t~ ~ l ~ l o ~ ,:,i fc 3'y a. ~ , r j ~xrst, pa~f ~ . z- , rl ~ ~ ~ , x .5~ L ~ rn r cJ r~ 1 ~ Iv~~` ~ _ X' _ C ~ i ~ 1. . r 4 7 D Trf fi, I '3~-0 6~ 6~0l6 i , ~ 6 ~ ; r, ~ ~ ~ _ i L' ~N , ~ i ~~ 1 s yi i~ ~ ! T ~ Y~ y B Conc. .~il~ ~~C 1 h v Ties ~ N i t a Q ra ~e 7 i _:., r~_ N D T h ~ - ~ ~ ,~r' ~ ~L _ E. _ _ f _ _ _ _ _ . i9 S cCl~' r ~ ~ 1 V i i REVISIONS t!y x4 ~'~tfer~ C"-~J i r a . / ~ - i , x~- r~rl~rts 2•Q C. F-__ T" , ~ i i ~ r 4 r ~ ..a a S 7`'0,,1 ~ ~ d . ~ t _ ~ < f i2x ~ l=gsci;~ ~ti ~ i~ n _ _ _ _ _ ~ ~ ~ x F r , f , 1 8 .Soffit' _ ~ Truss 1 ~~,toadY21° X y .r~ S ~ ~ ~I ~ ~ ~ A - ~ z,~ _ m Sca,~ 1~4 ` S` 9 Q ~ 4-D ~t 4 - ~ ~0 4 4 -o ,t ~ r j i d i - i I ~ ' i i i -1 ~ Z y 1 r ~ !n i. i i y i ~ i I~ ~ ~ . ` I a r ~ r , ~ i' ~ d a ~ ~ _ ~ . s , R • ~ ~ i ~ ~ I~ ~ r ~ A I~ r _ f ~ ~ i ~ i ~E,. ~ ~ I ' 1 ~ ~ l.__ . _ _ _ _ ~ 4 ' i _ _ . _ _ _ r _ _ _ . _ _._,t/ ~..L-__... 2X6 Fasc,!~ y _ i X~u S I ~ i ~ c I 6x6 I i _ ~ , .8~0 8' o 8 ~ Q~ _ _y _ _ 9~ ° Q r 1 ! ! V / Y I7IiScalprr'~ J a caj'' s'~.: l~ " 1 r n f t l ~ ~ CANC. DECK c~' Rt r. r~'ALL ~ ~t,;'1 ~ ~ r ~ ~A'' ~ 1 v,~ ~ r ; / ~2 ~ 1 / .C ~ /f ~ Jf G lf l 1 t,~r t l / ~L ! ~ ~ / I , ~ l 1 s y,, l ~ . ~ t ~i , ~ { ~ ~ ~ i ~~4AifJAG~ ~ f / I "l;r~ ~~~r~r1~.. K EA _ ~ ~ f J + r ~ ~ / ~ Q f ` \ ~ % 9 f1f ~ 1 i I ~ / r ~ fl / fl x ~ ~ , " ~ . ~ ~ ~ 1 ~ - . 1 f r ~ 0 ~ ~ . 1 f1~ ~ ~ r ~ ~ , t; L:. & P.L. ~66'2F f ~ / ~ f~ ~ ~ ~ f r' Y , j r` r° j r"~ f ~ / / , 1°` ~ ~ f' / O" , r' x° ~ 0' ~ d ;,r , f ~ ~ r` ~ f 0 d' ` ,r tf ~ / ,s ,e e' f o ~ ' f'` j' r f 1 s' ~ J / ~ r/ A ~ r'` / f / r` ,f / ~ r' ,0 ffe / rd ~ f,/f r'r y r 3 13 hry~yyg4~y v'w' f 1 S ~ y, 4 ~ . , . r; ~ E ~x F f i ~ A.f , a g a ~ ' 1 BUY' ,1;..~ r/ 5.Ch ,IrtC~c'~. 4.,hF1'S`a?3r~5`~LM^!kyycr.,. .4ZFfi _:?W:.. .Y.aSu 4'.t•i8.+~er, . Nti rt3, db~";^... eh.. T 3F1&'S.4tl.?z ~S~., i~4 i.?A45P?"Tk RYa'M1~.+N.L* .:NS #tK tr ~;.n< ,.1~dcYm, t ^KZ:.. `4 .FdP.,2 tYO.*sb:. ri"ar. +Y. r,.,,,. n~:.l .i:: ,r, e,~,:,; r w.. m Y f...euC; Tl r;Y'fT.~Y^RWY~tr, r~'f1'1F~R"tl.:';fi?:E~;*:Ra:~.+?.u~C»YT~.fi;.'~i.`t nfi~fadtNT'~~.?3%YdP~'~F.w&a:~,Pi3,RR~U.'.,'."+5~'fi.~Pw..*6'%SY~.'... MMUr ,h~?:J... i.:A~'+k."vr?.54~ NP~A~-° - - - AMENDED FlN~1 L PL~I T,48.12"J249~°°~E ~ 0 T 6 BIGHORI~I ~S T% 12' UTILITY AND DRAINAGE EASEMENT _ TOWN OF I/A lL EA GL E COUNTY - - - - 4229 NUGGET LANE ~ ~ a~~I ~ \ QlUIiORN ry / I ~ 3rd ADDITION j,~/ w~ ~ l% Bl6HO RN 4Ph AnDITlQN 4SR[SVB CC' V / W LOT 'O ~ ~Q.. c~ S`T+L ~ \ I ESTATES T/i1B[ri O FALLS yC / ~ rG~ j r'~ VAl ~ a a1' ~ I / RAC uLT s~~~\.\~ o ~ ~ 1 DRAINAGE AND UTILITY EASEMENT VACATED BY THIS PLAT Y~CIN~TY ~AP A ~ Scole.' 1 " = 1000' Z ` L07 LINE ~ACATEO BY THIS PLAT D l D \ I F m I I N \ ~ ~ LOT 6 21, 754.49 SQUARE FEET 0.499 ACRES 4229 z D I a 1 ~ ~ 1 ~ ~ N \ I NUGGET LA CB = N247836"W D = 54'12 00 R = 45.00' L = 42 57' C = 47.00' T = 23.03' t 5~ UTILITY AND DRAINAGE EASEMENT iS383524 "W 132.45' ~ Lot 5 NO TES.• 1 BASIS OF BEARING'S• The Southwest Line of Lot 6, Bighorn Estoes I between the Western-most corner, being a No. 4 rebar with plastic cap marked Inter-Min Eng, P.E. & P.LS 26626 and the Southern- GRAPHIC SCALEmostcamelbeingaNo. 5 rebo~ & woshe~ marked "LS 2183" said D 40 the subdivisron of land.to boar acrtli 5`1 X4'36'" Ewt per the. 1~7dl Lai 10 a 5 10S _ DA tE OF SUR.VEY. June 1.99.1 IN FEET DATE OF COMPLETJON, February1994 1 inch 10 ft N07ICE.• According io Colorado law yvu must commence an legal action based upon any defect in this survey o DENOTES FOUND REBAR AND WASHER L,S..2183 g1 ~ i any Mf0 within three mars offer yvu first discover such defect. P, O, BOX 978 . LAKEGOOD, COLD, - L] SUIT In no event, o DENOTES SET 518" REBAR AND PLASTIC CAP PE PLS ,26626 p1ECK&98Y1 DO 077 F ROAD 1420 VANCE S may r.Fyanyactionbaseduponanydefectin , . . this survey be com,nlenced more than fen years from AVON COLD, 81620 fla0 BOgC PALL t 1F !ll~%6~A A the date of certlflcotlon shown hereon. 4229 DENOTES STREET ADDRESS (303) 949-5072 (303) 232 t S~ e i r' r E i ~ r t f3? i ~C`~' 5 t' J,i N 1 ~ f a: r 1 s. TAB Associates Post Office Box 7431 Avon, CO 81620-7431 970) 74&1470 fax: (970) 748.1471 email: tab®vail.net s www.tabassodates.conlHelbinResig Addition / Ren 4229 Nugget Lot 6-B, Bighor Town of Vai I, Eagle C tr~ter¢rational €~lfd€nq odl9raafiiana9" r~~,;.;; Project No: otlo'vatidity permit the Da meor9rant1ngcIaSr,T not br; construed to be a pormit for, or approval of, any vir of any of th, omvisinns of thla a or all a t aY ordinance of w e 5106Q5 lUrludi ln~n i~~In1i$s 3t~ UCfflt7 togveauthority toviolate orcnnc(~l'lhe arovis r (A this role of oCh ofc9 x~d 3 the jurisdiction sholl not ho ; slid hr i ,suance of a permit ba, d on nstwaion documents and Sliest No: other t'. ;a shall not prevent the building official from requiring the ccrrec ien of errors in the construction dw)ment and other data. The building ofhdal is also. tbpo d-toprevent occuparicy or use of a struc"Ure where it Mblation~f this coo or of any ob' er ordinances c this JtrldiGrOt1~ AAo.o !`i - PLNNS EXAMINER DKM Rd( tJA'l'FA. Ai~Lit*~r~rtlr,At,_ t ~ GurB B.O.9TRUGTtlRE 1. i7o not acafs grave ~ t©oR TYPE {~. R-i _ PER~R EkPAN. ~r. , 2. Diarerlatane ara to l ~ • + 6 htl4. YAt PJA.RRJER,'TAPEa' AND SEAL AT FLOOR, CE1LMCx • :tr Ot£fal'Wt4+! noted. „ 141 wX . OPEN~fGS AND JOMTB: 3~ R-11 BATE' IN!'iI,ILATION • ; ~ 3. Coardineta all mec ~ ' - 518" CsYP. Ex7ARn ~MISHED GRADE. SEE EkrERiGSR ELEvAT1GNg+ I:URQEXTERJORFMIBH'SYSTEM. 4. Provlda all n~ceee ° o o° 0 0 0 ' Ihnlted to, toilet 4t1A i ` ~ s a 2k4 P:r, tta. STUD U1ALL v ° ' , ~ - ~ RE: 9TRUGTtk~'Ai. treatmerlta, mantels, } V2" INSUL. GN ' . ~ EXr. FMISH SYSTEM Cf+l AfRrMO1STUREYBORCONTR, d a' MFILTRATION BARRIER ON ' ~ kr MfL, VAPOR BARRIEROPTION: FOIL- ' a,~'.' ~ ` - EXf. GRADE PLYUID. ON 1X6 3. All steal located ~ RAY MSUL. wt • COIL COATED 22 GA GALv SNT ~ IIIG?, STUDS + ib" O.C. W/ R-19 BATt CONCRETE' Ut0.1.L REz S'fR1lCTURAL BY~ TAP~p SEAMS . , METAL BASE FLASHMG COLOR MBULATlGAI M STUD CAVITY ~ , - . TO MATGH ADJ EXT FMISH SYSTEM 4 ,,a` -a 1 ~ ROOR$TRUCTURE 1. Typ[Cat fatr~£atton • q M , : FLOOR SrRtICTURE f.+ 4 (Cal ifatlld~d ENttt TYPI* 3 Ftl , 'INCx 3. Tclptcal trrterlor par Y 1' N al:. gI4O(r~ir: 1 Yltl: 4 1- , ' 2 iC TE 1 TI ~ 81M ro TYPE 3, Except SueenTUTE T/16 G?'1"~J FOR ~ . . , 'fil`m TYP A!. ~X R ~R PAR ?(aN tYPlr g>a" GYPSiI"t DOARD Ar IUET AREAS BEHMD riLE t r 'e , ; " RKsID EXT. POLYST, LATI SUBSTITUTE 1x4 STUDB FLAT AT 24" O,G. Norizorttal mechaRiC 48" 0111 E ~ SIM TO TYPE 2 eXCePT SUBSTiTUTe l/I6' GMMU FORBet. GRAD ~~YPI~ ~ " 3C SIM TO TYPE 3, F.?cC~EPt3x4 STUDS FLAT AT 74" OiG 8. lrtatall a b mil va5/s GYPBU"I BOARD Ar Over AREAe BeHMD nL~ t~0 t before drywall. £ . Y 1E SM TO TYPE 2, EXCE=PT BUBSnTUTE 2x8 ttp. S1t1Q6 SfM TO TYPE 3 TITUTE 2 S above or to ceil>rwTPEFOR2x6wD. BTUD@ 'C'YPE 3E , OcC~PT StN96 ~ TiID t~ Tore , . , . • + ~ 2X4 STUD 0.WL1. thermal erlvelopa 1=LOOR SYBTf . ~ Y 1~~':-1 Facletfng Concrete i - q ~ - Gcx~cRET)< FCtPdDAriON u14t_L F1.R•2 Eacte#tng S.l~. parw.~ (`1.AI~ _ d + d ~ ~ ,dND FOOTING. RE: &TRIJCTURAL. FLl~-9 iraxxete 81abe: ~ ~ ~. i ` DRAINAGE MAT ON OUTSIDE on cc>+npacted gr1 of Foam. "HYDRODUCr" oR ~ APPFdOVED EQU,QL FROM RA. FLR-q, New $.I,P. Panel 3 i , FOOTING TO FG x , • DRAINAGE MAT ON BITUTHENE 3mmm MEMBRANE wATERPROGFMG R-r T Ical Roof to FROM B.U. FUOTMG r0 30" AFG ~x5/8 CC}X plywood - p . " 314" LIQUID MEMBRANE ~ q w o~0 , d. a 0~ ' ~ `d i' ~ ' ' ~ " 0 F'ERIME R-- _d - ' ~ O -DRAIN a ~ I~ All ceilings to be . GRAVEL BACKFILL 2, E3ehktd all ceramic I I I l ! I -III 3. Provide Bithuthene TYPE l coNCRETE FOUNgATION u~al_~,. room Ovalle and coil 4. Install a 6 mil, min. v barrier at exterior BA, sTRUGTURE ` BA. sTRUGTURE FLOOR STRUCTURE 5. Ail gypsum board c RE: STRIICTUR.Af. except on underfYa gk" GwB, BOTH SIDES 46" GwB, BOTH SIDES SEAL AT TOP, B07TUM AND ALL END JOMTS. U LAYER 518'• n.~ "X" 1Xd WD, STUDS + 16 O.G. 2X6 wn. STUDS + 16 O.C. GWB ON ROOM SIDE P1.,API ~ 3" SOUND ATTENUATION GATT MsUL. WHERE; Pl./~W ~ 2 5" SOt?,1D ATTENUATION FAD NOTED OR ILLISTT2,41ED GN PLAN. GATT MSULATION 2X4 WD. STUDS + ib O.O. 3" SOUND ATTENUATION BA~ GATT INSUL. WHERE NOTED FLOOR aTRUCruRE FLOOR sTT~ucTURE " „ " -PLAN 5/8 TYPE x GWB ON SHAFT SIDE ~ a r _ ~X3ITING :f FLOOR STRUCTURE MAIN LI RE: STRUCTURAL DW;xB. S'4SE TOTAL SGTFT TO L MAIN LITYPE4TYP(c,4L INTERIOR PARTITION TYPE 5 INTERIOR PaRTiTi~l TOTAL SIM TO TYPE S, EXCEPT SUBSTITUTE V16" GMMU TYPE 6 MECN, S4~aFT 1U,41.L -ONE I-IOIIR TYPE 4G 81M TO Tl'F'E 4, EXCEPT SUBSTITUTE 1/I6 GMMU fOR S/8 GYP. TYPE 5Cs ~i' GYP. BRO. AT uEr AREAS, WTH 5' 8olt~ NEW 3G7F'BOARD AT WET AREAS BEHMD TILE, Ullna 3 SOUND ATT>~M.t4TI0N BATT ATTB~L4TION GATT MBW.ATION M CAYITfeB UL U3Q~ MAM Ll 81M TO TYPE 4, EXCEPT SUBSTITUTE 5/8' TYPE 'X' SIM TO TYPE 5, EXCEPT SUBSTITUTE S!8' TYPE •x' L4~~ GYP. BRO. BOTH SIpeB Cf U141.L FROM R.OOR 5 GYP. BRO. BOTH 81DES aF U14LL FROM FLOOR TOTALTYPE4RTOROOFSHTYsTOPROViDeIHRSePARA7fONTYPERTOROOF8HT1aTOPIeOVIDEIHRSEPARATIONi FROr1 GARAGE TO MAM RESIDENCE UL U3o5 FROM Ci.AR.4GE TO MAM REBIDENGe uL u3m5 ING NQIE$, ' AID aeovE FMId~E All tnter(or sill plates on conaeta to be pressure treated. All exterior Ail aint to be ht t ualit a Ilc latex, 2 coats over Act Acasnc CEI1 ei I - p ~ q y y ALT ALTERNATEAatestobeaantedfromconcretewithdovesillseal. a I coat latex finer unless noted ~otherwiae.p ~ ~ ~ l~ ~ ALU'1 ALIMGAMgreaterthanV4tobeahMmnedw/ metal shhns t to be foamed w! expending A aMP~urethane. Cn atafned wood or raw wood, l coat polyurethane sandingleealer, ~ ANG;oR eot.r All studs to be + ib" oc. max, unless Hated otherwteet 2 coats Polyurethane finish. ARCH ARCHITECTItte dory nACND Pakrt t stain color t finish loafer to be selected by the Architects prt ~t unless lndfcated in these documents.. eRG ~ eLlc eLOac BRD t'JOARD eo BorroM of eot ®oTroMf'~CNANiCAL NOTES: Blase e1~acER Mechanical tem to be deei Mech. E r. Room room heat love BTU eRfnSH THERM ~ fined by ng by and heat afn Cdlulations to be submitted to Architect with deet for review BTUH eTU PER HouR g ~ CLOG IaJILpRJG and approval Plumb(ng fixtures and ftttirlgs to be dTOSen by Mach Engr. euR i9UILT UP Roof CLG CEU.WG CL, i CENTER L9~E c/c cfa~reR ro ceMSl1L,>4tION NOtI:&. co a.E~w our Insulation to be fnatalled and anded to Its full mfY, thidv~ess for full c CoNOUfr au coLO w4tERwidthofetud/fofet/rafter apace, kisulatlon to be spilt around electrical col. and interior pfumbfng, provide max. thidviess polyi Horace bd. ineul. ccHC ~ for full width t ht of stud ace on cold side of 1um61 fn walls. sp p ng ext coNT coNttwoue, a iProvidenomaul, on warm Bide of plumbing. vapor barrier sealant to be cJ coNrROL " Tremco-Acoustical" aealar>t or a oved ual. coRR coR1~JC.ATEA a~i!p CMP COIel~0.!'aATED I ( naulation 8cheduis: x cleoee All roof a aces where 14" of ce to available ov(de halt ~ Fit ~ insulation a Insulated roof of min. R-56. ~ D DEE!°/DEPTH DTL DETAIL DIAL DIAGONAL DIA,1 DIAt'IETER DtAPH gIAPHRAt1 DFIU DCMESTIG HOT DQIG DleAit~Ns EA EACH E1EC ELEGTRIC(AL) ETUC ELECTRIC W4TE ELEv eLEVATION/ELE erleeD B19EDh6dT eM 6'EI~.+ENf1Y EX EXISTMYi exler ExIanNG ~ ~, aasfoN pcr exrElaole / ~ FO FLOOR gRAR1 M FEET r~ weEl~i.aee rF FwISH FLOOR FH F%~ HYDRANT aM wr wr. lJ 1 H 1 1 .~1 iwl 1 w w l w ll Ova 1 1 1 1 w."a~ /fir tam r 1 ~ ~ lla I .n A rr w~ f 1 1 w w Ira w 1 i 11 Ova 1 w Ira` rl t. 1 FLG FLANGE i Ut-' Ur ('THIN LMYtL - =L. iVV'-V" UN ALL U I t-tK L-1K.AWINC3S MU ALS UN 51 It t'-PLAN. FLUOR FLUORE$CaNIr - - - - - - - - - - FP FIREPLACE FTG FOOTMG GA GAIY,E GAL GALLON GA1.V GALVANIZED The drawing6, apecfflcatlon6 and other documents prepared by the Architect (TAB Ae6ocfates, Ina) for this GI GALVANIZED IF Project are Metm"nt6 of the Architect's servics for uae 6olely with respect to th(6 Project and, unless otherwise G GA6 provided in writinig, the Architect shall be deemed the sols and exclusive author of these documents and shall retain, GITU GLA86 MESH M without limitation, all common law, 6tatutory and other reserved rights, Including the copejrlght hereof. No psr6on, GMD GROUND whether having come rightly into poa6e661on hereof or otherwise, atoll employ thess documents on any other project, GR GRA >F- RADI nor for additfone to thla Project nor for the completion of thl6 Project by others, unless with the prior express written GYP GYPSUM consent of the Architect and upon appropriate compeneatfon to the Architect in an amount and kind 6atisfactory to GW3 GY?*eW WALL I the Architect. The Architect expressly claims all proprietary right6 in the material which 16 166ued In confidence for 141V HEATMG 4 VEN deolgn and / or construction purposes of thf6 Project a6 noted. These materials may not be copied, modified, nor t WDO HIGH DENSITY f employed in any way without the specific prior written consent and permisslon of the Architect TA13 A6soc1atsa, Inc, All right& reserved. 4 4 ~ SSOCI~~eS LOT84 ~ 746--~.~ Post Office Box 7431 871.2.36 E Avon,CO 81620.7431 870)748-1470 6.51C fan: (970)748-1471 176«~~ ? email; tab~vaii.nef 8 1R~4 / 1 .~a \ ~ F',4RKfQ / ~ PlC~ SP~4CE ` I ~ I4t / \ SCI E LINE X7ERIOR BECK ~ ~ / ~ . 7 BE CONYERTEq / T INTl;R(OR 5P~4C~ r ~ ~ I S ~ ~ li ~ / / jt , , .,r. NG ~~.r~ 1 ~ ~ / t ~ ~ ~ ~ ~ LNG ~ , ~X~S"I"IN~ R4' 11N~ ~ t`OUlER L~Y~ ~ o ~ a~, :A 1 ~ 1, A q t;%~ % ,~XfSt~ MAIN LE1~ Q,, ~ _ i 1;XISt~INC~ ~ ~ 8453'-6° ;I,'r i A~'10 ~ . ~ ~ r~ R~T'E P ~ ~ ~ ~ ~ 56 ~ ~ ,8453'-6"B.O.IU. , ~ ~ ~ w ~ ~ < / 1 ' rvC ~ p ~ ~ 8453' X15TINCz CONCRETE ~ Ufa ,4Nq STr : LK ~P~ c'. , nroR~wc e~ew ~ I r l-, rairwv.umo.r~oc~~ I O ~ ~ v1 \ ~ 2-STORY SIP PANEL FRAM `ri- El ~ ~ MULTI-FAMILY RESIDENCE 0- ~ , 2 ~ LOWER LEVEL = 8445: CG~ISTIR4ICTON LINE LIMIT 1 MAIN LEVEL. = 8453.5 aabb' T.O.W. 1 a4br \ Q.O.W. O. ~ o ~ 4~8' ro . ~ ~ a4~r EXISTINCx CONCRETE RE1'AININC-c U1,4~~ B.O.W. ~ ~ Q n V q/N ~GF ~ sFMFNT LOT CAVER,d~sE BUILDINCx FOOTPRINT 2,160 SF LOT SIZE ?~.I@~49_~E COYERACsE 10~ LANOSCAPEp AREA 15,331.49 SF fjs ~ LOT SIZE X1.154.49 SF 2 ~ LANASCAPIN~s COVERACsE 105 rQ MAX NEIrsNT RIpGE HEIfsHT 8469'-9~~i" i AQE ~ St11LDINCx HEIC:FIT Y4~9~i p ~'4z f NOTE: INFOt~I'1ATION FOR SITE PLAN TAKEN FROM DRAIUINGS ON FILE AT TOIRJ OF VAIL ~Np ~ T fr ~p 1 ' ` 09 2 f ~ ti r SITE FLAN Project No: BUILDM~sAl! SGAL 1/8 -l 0 ICNORTH c Sheet No: A1.1 r 4 TAB associates l.(~T 7 T , Post Office Box 7431 f ~ 8712 36" ...E Avon, CO 81820~743t ( 870174&1470 fax: (976) 748.1471j 176.51 email: lab~vafl.net ~ www.tabassodates.axn f ~ _! @.r rel En Q ~ ~ ~ a511NC~ E DINE h ~ ~ XTERIOR pECiC~ ~ z 1 M ~ ~ ; ~ EXISTTBECONvERtEp ~ ~ , fNTERIOR SPACE a ~ ~ 1r / r ~ i~; ~ ~ I NG D~ ~ / ~ ~ 1 < ~ ~ ~ J ~ C~C?F L INE..INCx ~ou~R L EXI 1'INC~ R E5 ~ o ~ 1~ ~ \ - o 1 ~ If~:,~ n ll~ ~ ~ 7 l ~ r r / ~ i ~ ; ~ . C'~, l ~ ~ ~ ~ f ii 1 ~XIS~i' , MAIN L3=V~ ; , ~ 56 ' . i "a 8453'-6"E3.O.W. ~ . Ix / ; ~ ~ 3 ~ r, ~ ~ ' / ~ mss, ~ ~ ., r,~ , , 8~ ~ ~ 8453 , \ ~ ] / EX15T1NC~ CONCRETE c'. ~ ~ f- i I1 F ~ J I ! r~ I \ t i rgnuuurooMiac~iat f 1 I J t 0O1 ~ v~ ~ \ ' 2-STORY SIP PANEL FRAME ~ • ~ MULTI-FAMILY RESIDENCE 4- ~ ~ LOWER LEVEL = 8445 CoNSTRUCTIc~I LINE LIMIt MAIN .:LEVEL = 8453.5'8466 T.O.W. 8462' ~ B.O.lll i 1f Q,. ~ 4 G 8418' T.O . a4~r EXfST(N~x CONCRETE RETA1NfNC~ lU~ll~. A.lkl , oRq~Nq~F F EMFNT oT cov>`RAC~ 6UILDINCx FOOTPRINT 2,160 SF LoT~IZI= 21.154.49 °.,F COVERACxE 10~ LAND°iCAPINCs LANDSCAPED AREA 15,331.49 SF res. LQI~lZE 21.154.49 SF 22 ~ ~ LANDSCAPINCs COVERAGE 10,5`5 ~Q,, r.' RIDGE HEIGHT 84b9'-9~s" aBAP~ I~ 6UILDMG HEIG~4-IT 24~gLzp 101'E: INFORMATION FOR SITE PLAN TAKEN FROM DRAWMGS ON FILE ~ l AT TOLI~f OF VA1L A ~ T rr~ o ~ ~ o ~ 9 ~ r x.: nCONSTRUCTION MANAGMENT PLAN ~ ~ 065511BUILD ,1_0 J, NORTHESC-Al-E. I,S Sheet No, MPFst I i l \ u f f ti's. - ~r _ _ r ~ ti.. IJ ~ ~If i 1 I \ L_ a ti ~ ~ ~ i r r ~ ti ~ ~ C r r r ~,.,rJ ~ r~ ~ / , a ~ ~ w, E OC. r r t f 3 f/ v ti.,~ ~ , / ~ ~ r i l / / f L ~ ~ ~ U r ~ ~ , Q ~ ~ ~ i r r - \ ~ ~ ~ r l ~ rrr ~ ~ PROPOSED STACsINCs t MATERIAL LAYDOU.N LOCATION ~ r ~ , ~ ~ ~ r LICsHTINCs: NEW FIX7l.lRE IPER GUT SHEET) ~ AFF. ll0) TRANS CsLOBE LICxHTINCs-WALL LANTERN 4D~~ ~ LUMINfWGE • 33 SQUARE INCHES EXSITMCs FIXTURE RE: LIGHTINCs PLAN LLI FOR HEIGHTS r 6) POLE LANTERN LUMINACE 8 SQUARE fNCNES 1 l , 1 `i~t i ti,,t~ 1 i ~ j Project No: l .;,i EXTERIOR LIGHTING FLAN D BUILgMCs 2 Ia SCALE. 1/4"-1'-0" NORTN 4 Sheet No: EXXL1.1 T~~tQ1E$ ~ p~ 1. REMOVE WINtU AND FRAh~, 2. R~1`tC?VE DOOR;,' HARCxUARE, ANp FR«AhIE. 3. REMOVE 1'~0l2TIGN OF INTERIOR WALL. 4. l~fOVE CLOSET WALL$ AND FLIX~'2, 5. REMOVE HALF WALL SEf'AI7ATh~G STAIRS. QSSrN''1~'~A b. REMOVE PLUMBING FIXTURES: CAI' PLUMBIFKs ANR COORDINATE WITH NEW !'LUMBING LOCATIONS. , I ~ IqI f l 'f: REMOVE CABMET AND SINK CAP SING AND COORDINATE WITH fill I INEWF'LUMBMG LOCATIONS. INI I E 2 I II & REMOVE CABINETS. 11I f { III Ilt l'I9. REM4YE FIREPLACE, MANTEL, HEARTH,:GABINET$, AND FLItE. I w f I fISTINGI1ID. REMOVE ALL EX DECK RA L~• ' ! _ i~l - ''F=-=~II. Rl=MQYE STAft~ AND R4(LIt~Kx. ~ ~ ~ I I ~j YE SOFFir. A3312< ~ \ ~ E'!~ I I riIE 13..REMOVE EXISTING AI~LIANC.E ! ~ ~ / ~ I E'- l t i i i__.__ _..I L .I14: REMOVE EXISTING DODR ~ HARDWAF~E, FRAME TO REMAIN. t.. v aVii. REMavE EXISTING EXTERIOR tUAI.L. 1 2 t II I~ II Ib. EXISTINCs PARTY WALL TO REMAIN, I I p 41 ~ ~ P I II f~ I1. EXISTING DECKINCs TO BE REMOVED.. ! } f II t ~ 18 ice= _ ~ - ~ L.~~_ _._v._. _i _~g~,__... I..,_._..I8. EXISTING BEAMS ABOVE TO REMAIN. r ~ f II lA 1 ~ !l~ ~I i ~II / I ~ ~ A ~ , ! 19 EXISTING SIP PANEL GLlT ANp REMOVE SECTION FOR NEW STp,{C'1'Ul~. ~ F ~ ~ I 1 ~ ! II I " ~ - ' II r 'I ~ ~ _ --_-i~ I ..1~~ i ~ _ E u,..! I~'~\i r~ IIIZO. EXISTING EXTERIOR LIGHTING TO BE REMOVED: ~ ~ ~ ~ ! ~ = i I p ~ ~ ' ~ III s._.~; (~~~i; I II21~EXISTING BEAM TO ~ REMOV)=p. r ~ ! I ~ i III ~ " smL..~..~~. , ~ Ii ~ ~ I ~ - ~ - ~ i ~ ~ ~ I ~ , I i _ ~ _,w I~ _ i} { ~ ~ I( l i~~ ~I II ~ ~ ~ . _.. I i ; ~ 1 I I ~ (p i _~I } C~NEf?,P,6, N07E8: r l[ i ~ f-- 1 ~ ii it II p 1. ALL FLOOR FMISHES AND TRIM TO BE REMOYEi7' ~ ; ! i i ~ ~ ~9 I _ I i t _ _ < l 2. CONTRACTOR TO COORDINATE REMOVAL OF ~ - - - - - - EXISTMCs ITEMS WITH MSTALLATIONB OF NEW ITEMS. ~ C ~ ~ ~ i ~ ` ~ 1 ~ ~.d j~ ( j 3. INACOORDTE NEW STRUCTURAL ITEMS WITH REMOVAL OF EXISTING ITEMS. ~ _._ r-, I` i ~ _ 4 I I ~1' 4. REFER TO STRUCTURAL PLANS FOR ADDITIONAL ~ ~ ~ ~ ~ ~ I i I i ~ ~ STRUCTURAL WOf~IC TO EXISTING STRUCTURE. , _.~,.._m.. i ! y~ I l i i ~ ~ ~ 5. IT IS ASSUMED ITEMS NOT TAGGED AS R>=MOVEp OR SALVAGED WILL BE REMOVED IF ATTACHED TO _ ! r ~ t~ WALL, CABMET, OR OTHER ITEMS. THIS INCLUDES ~t iITEMSONWALLS, CEILINGS AND FLOORS. f ~ I ~ ~ ~ ~ f' ~ i i~~ i Ifi V ?i ~ - 6. ALL DASHED ITEMS REPRESENT ITEMS TO BE ~ , ~ry"...,I ~ ~ . ~ :'..:}I ~iREMOVED. COORDINATE REMOVAL WITH NEW I ~ ~ i ItEr1g; ~ - SHOWN fN DRAWIi~,S. j ~ ; ~ ~ ~I i I _ ~ I ~ ~ ~ i ~ =t i ~ i - .1 ' i,~..._,_ ~ ~ ~.f,... _ 1. REMOVE EXISTING PLl'1U00D PANELS AS NECESSARY TO INSTALL NEW S'ND PACKS AND ~ { I µ _ . , _i_.. . ,I, ;G ' 1 .ADDITIONAL STRUCTURAL ITEMS. l' ~ 'I I 8. ALL PLUMBING SHOV.N AS DASHED AND NOT ~ ~ ~SPECIFICALLY NOTED WILL BE REMOVED. ALL I II ~~1iPLUMBINGNEEDSTOBEMODIFIEDBYDESIGNBUILD ~ ~ , 3 ' i~ ~ _.....a. ~ ) , _ A. S__ ~~i.__,..,.... __e_._.. __P _ __.n__ ~ . _ CONTRACTOR 70 MATCH NEW LAYOUT AND NEW ADDITION. ~ ~ , 1 ii 1 ~ ~r i 9. ALL ELEGTRIGAL SHOtLN AS DASHED AND NOT i ,SPECIFICALLY NOTED WILL BE REMOVED AS NECESSARY AND REQUIRES MODIFICATION BY ! p DESIGN BUILD CONTRACTOR REFER TO ELECTRICAL,:. i PLANS PROViDEp FOR SCHEMATIC LAYOUT. I F.__~ t I ~D~10LITION DEFMITIONS:I. REMOVE: DETACH ITEMS FROM EXISTftJG CONST~JCTION AND LEGALLY DISPOSE OF THEM OFF SITE, UNLESS OTHERWISE INDICATED f I TO BE REMOVED AND SALVAGED OR REMOVED AND REMSTALLED. I '2. SALVAGE: DETACH ITEMS FROM EXISTING CONDITIONS AND RETURN ~ _TO O~1~NER READY FOR REUSE.3. REMOVE AND REINSTALL: DETACH ITEMS FROM EXISTING CONDITIONS, PREPARE THEM FOR REUSE, TEMPORARY STORE AS REQUIRED AND REINSTALL THEM AS INDICATED.4. EXISTING: EXISTING ITEMB OF CONSTRUCTION THAT ARE NOT TO RE REMOVED AND THAT ARE NOT OTHEl~.UISE INDICATED TO BE REMOVED, SALVAGED, OR REMOVED AND REINSTALLED.D2] SCALE:I/4"=1'- 0'• 655 neer No:2.1 F ject A3a 1. i~lovE 4UINgOU1 ANt~ i~tAME. 2. R~hfOVE DOOR HARDWARE, ANt? F}26ME. REhIG~YE PORTICM OF INTERIOR t~lL. 4< REMOVE GLtT WA1.i.8 AND E~.OpR ~r'`,, ~'~n TABiIII REMOVE HALF tUALL SEPARATINcs STAli25, Ii_ __.._~.f . a , i_...... 1y Associates 6. REMOVE PLUMBINCs FIXTURES. CAF' PLUM~INts ANq ~iNATE WCiN - ~INEWP1,.UMBiNG LOCATIONS. I! Ii I( [ I " t. REMOVE CABINET AND SI1~C GAP PI.UM~31NCx ANq COORpMA"fE WITH I ~ 11 j~ __.._...._....,.,.,...-.e....~. Post Office Sox 7431 NEtU PLUMBitJCs LOCATIONS, .,I I.__. REMOVE CABINETS. 9~ REMOVE FIREPLACE, MANTEL, NEARtH* GA~IINI*"Y8, AtJ~ Ft.tlE. ~ I { ~ I A EXISTING GIC E I ~ ) 1~D.1F~MOVE LL DE RAILiNCxB. , ~ I ~ p ~ t a~tl. REMOVE STAIRS ANq RAILING. 'I ; ~ II I 3 ` I II 1II' I ~.Rh~vE SC~FIT. i ~ ~ I { I wl r• i AI4 ~~i13.REMOVE EXISTING AF'!'L#Ai ; ~ ~ ; C I I itt4. REMOVE EXISTING p00R < NA12pWAla"'E. FRAM TO REMAIN. ~ I i 1 ! IIf; ~E l k!; ~ h~__ II A33 ~ i;.~ ~ i' ~ Iri,. 5. ~"fOVE EXISTING EXTERIOR WALL. I i rte. I 66.EXISTItJG PARTY WALL 70 ~ II _ REMA~. r~ ,B` ~ ~ 1 r II ~ I 1'I. (XI$TItJC~ gIrGICING TO BE REMOVER. ~ ' / II ~ i a I$ (T BEAM ABOVE TO REMA ~ _i..v .EXS iNCx S iN. , , 1I ~ ~ 19. igtlNG SIP PANEL CUt OVE SECTIQN FOR NEWS I i ~ x Axq REM TRUCE w 20 EXI871NG EXTERIOR LIGNTp~iCx'CO 8E REMOVEC~. ~ I ~ ~ r ~ 2 I$T AM TO ~.Ex ~ ~ ~ t~M ~ - - I it Cp I it + _ M ,ym f ~ I E ~ - - II ~ I I i ~ !I j I, ~ Yw~r+11-N~ecyti N!]r~4; ~ ~ I I ~ ' I ,t; _L._.,.«_...._ 1 ALL FLOOR FINISHES AND TRIM TO BE REMOvEp. I ; ~ C ! 1 I _ _..._.I I q G i ~ p~ 1 ~ t E ~ I Ir t-----~ i! i ~r I l ~ l~F 2. CONTRACTOR TO COORDINATE REMOVAL OF ;i ~ I 1 I 1 ! l ~ i ~J_ ~ 1 S EXISTINCs ITEMS WITH INSTALLATIONS OF NEW li'EMB. ~ f ~ ~ I 1 ~ - ~ Is I 1i ~ __J L._ ~ Si {i 8 ~ iI ~ (I I I~r~. - -I' II I S. COORDINATE NEW STRUCTURAL ITEMS W(T'!~# ~ ,1_ _ ~ 1 - ~ ~ G ~ ! iI N [ 1REMOVALOFEXISTINGITEMS. ~ ~ ~ ; ~i , ~ 6 . _ I 1 ~ i ~,.___..l.r.._,,~.~_~_~; a ~ ~ ~ I4. REf~R TO STRUCTURAL PLANS FOR ADDITIONAL;:. ~ ~ I C',~r,;._ ~`l ~ 1 ~ I4 ~ ~ ~ ~ ~ ~ ~ ~ STRUCTURAL WORK TO EXISTING STRUCTURE. I ~ i ~ I ~ ) I i ~ ( ~ I ~ ~ i i [ ~ 1 1 71 ~i5. IT IS ASSUMED ftEMB NOt LAGGED AS REMOVEq ~ ~ i E ~ „1.; I ~ I OR SALVAGEq WILL BE REMOVED (F ATTACI.4ED TO ~ WALL, CABINET, OR OTHER ITEMS. THIS INCLUDES ~ y-= ; , ~ _ _ _ _ - _ _ ~ _ _ _ ~ I ~ r ITEMS GN WAL S CEILINGS F ~ ! ~ I ; , ~ i ~ j ~ L , AND LOORS. rII ~ I ~ ~ 9 ~ ~ , I ~ i _ -.J b. ALL pASNED ITEMS REPRESENT ITEMS TO BE ( t , 1 1, ~ ~ ~ ! _ ~ I ~ ~ 1' ; ; ; , ; ~ REMOVED. COOR1?iNATE REMOVAL WITH NEW ITEMS 1 ~ , ~ ; ~ _j ~ ~ ~ 1 I SHOUX~! IN DRAWiNC~w°. I ~ I ~ L, ~ I~ ~u i 1 ~ IiI ~ , ; ; I ~ ~I. REMOVE EXISTING SASi'l.YWOOp PANEL I ~ / _ ~ NECESSARY t0 INSTALL NEW STUq PACKS ANp" I ' ~ ! ~ i ~ t i1 ~ ~ ~ ~ ~ I i ~ ~ _ ~ ~ADDITIONAL STRUCTURAL ITEMS. i t- ; L~~, ~ ` ~..,.i ~ ~ i a.-~, ` wi ~ _i i _ ~ --i s ~ I I ~ ~ 8. ALL MCs SHOUN AS NOT` ~ ~ ~ t _ ~ , E o. . ~ PLUMB DASNEq AND 1I ,r SPECIFICALLY NOTEq WILL BE REMOVEq. ALL ; ( I , ~ I I Yr_ ~ ~ PLUMBING NEEDS TO BE MODIFIED BY DESIGN BUILD ~ * _I ~ i ~ I ( ~ 1-; ~ . , ' . ~ , I,.._ _ _ , -1~ i ; CONTRAGTOR TO MATCH NEW LAYOUt AND NEW , ~ I ( E ~ ~ l i i~ ~ ~ I ~ ~ - ADDITION. ; ~ i L.. i ; , ~ ;i A ~ I _ t i ~ 0 i s i~ k F._ i r l~! try ~ i., ~ _ 9. ALL ELECTRICAL SNOU~I AS DASHEq ANq NOt GIFIC Y N i 1 I I ~ ~ : ~ ~ . f _ _ ~ SPE ALL OTEq W LL ~ R!`MOVEq AS ~ _ -1; ~ ~ NECESSARY ANq REQUI S MODIFICATION BY r IRE ;~.E ,DESIGN BI.IiLD CONTRACTOR REFER TO ELECTRICAL i I ~ ; t.ANB PROVigED FOR SCHEMATIC LAYOUT. ri .j~_ ~ ~ I ~ i `jE~ 1` 1 ' ~ Ir I i ~ ,e~z~ t,;~l ; I _ _ I__. 1 i ~ ~ ~ ;i lq 1, ~ 1 ~ t , r.., I. REMOVE: DEtAGH ITEMS FROM EXISTMCs CONSTRUCTION AND ~ ~ ' -I ~ ~ _ _ LEGALLY DISPOSE OF THEM OFF SITE, UNLESS OTHERWISE INDICATED ~ d` , ~ } ~ ~ TO BE REMOVED AND SALYAGEq OR REMOVED AND REINSTALLED. ? ! ~ ~ i 2. SALVAGE: DETACH ITEMS XISTING ITIGNS i ! ~ ~i i ' ~ ~ FROM E CONA ANq RETURN y ~ ~ ~ ~I TO Oll.NER READY FOR REUSE. i I.a ~ # ; i j,1a1 ~ 3. REMOVE AND REINSTALL: DETACH ITEMS FROM EXISTING ~ i CONDITIONS, PREPARE THEM FOR REUSE, TEMPORARY STORE AS ~ I ~ I~;jREQUIREDANDREINSTALLTHEMASINDICATEp. (;1 I' ;its ~ G r I i~i - I ~r I ~ i ~ I~1.i, , EXISTING: EXISTING (TENS OF CONSTRUCTION THAT ARE NOT TO$E` ~ !I ; ~ { rl REMOVED ANA THAI ARE NOT OTHERWISE INDICATED TO BE ~ . , I ' 1 ~li ~ 1 I ~ z_.__,,~._ ' . ____T.. . ~ ~ i_ _ ~ ,.m_ REMOVED, SALVAGED, OR REMOVED AND REINSTALLED. ~ ~,1 ~ _ ~ _..t._. .Y i, ~ l~ I w,,.,...~...-.,...,.~......._..j i` w__. _ , ~ . I D21 SCALE: 1/4" Lr No: W: c0655 D2.2 1~ i I a I I IEXTER~014 ~ i aTORac~ I ~ m _ . _ _ ~ - _ _1 _ - - - i I TAB r f ~ir~rrE r r ~ I 1 . ~ ~ r r s rrrrrrri 0~_,~ _ . Aoca~s j;4 I I+ I ~ I~ i i ii i r i ( I~ ~L ± I rrun 1 I~ II , ~ ~ ~ I i; l ~IVn~ i ~~I ~ I I I I [ i I! I r i ` a.. NI ~ ~ ~ ~ ~ cs~ goal=r I E. ; ~ ~ I ' ~ ~ ipNli11-- 1 ~i ~ _ --._._ w . ~ i ' j~/ i~ - , i ii; -Q a-- f - ~ i . I ~ tP - P TRY t I i~E ~ :m i I i r I ~ ~ , ~ , - ~ a i I i ~ ! ~ ~ }CITGI~N jj I i ~ I i b ~i ~ I t i ~ _ , i I ~ Ji, ~ ~ ~ + ~ ~ ~ t r , ~ ~ l i ) ~ ,7 ) - ~ i ~ , i{ STAID ; ! ~ ; f l STi ~ i ~ f 1 ~ i ; ® i , I ~ I I ~ ~ C 1:' ~ i ~ ~E ~ ~ ~ ~ @ ~ ~ i i ~ ~ 'jA_ I ~ .... i i ~ .....i... I ~ f i ~ _ ~_:1 , GAT INE OF .Tf~_. i LRP ,f I( ~ ; i i ~ j i i i ~ i ji-i I ~ it i i ~ I~I ~ LjrttiI i i s i ~ . ~ ~i11l ~ I ~ ~Ir ~ s _ ~ i i . . i _ ~iw ., I i * ~ ~ , r.__ ~ ~ , ~ ~ f ~ ~ ~ ~ ~ ~ ~ I~r ,lj I ~ - ' i ~ - ~ I__.__ ~ i ii 1 f~ ~ I: ~ ~ r E ~ -I ~ ~ 1 , ~ ~ ~ ~ a i ~ , Ili ~ r ~ I #'r 'ri ~i j I 1~ } ~ in ; i _ _ i i I 1 , _ } ~ ~ it I ~ 1 ( ~ - i..~r - ~ ~ ~Iiii ~ i - ~ ~ ~ r 3 i ~itft ~ , U ,k rd r'` i ~ i ~ f- _ ~ r (tji ~ , ~ i II _ ~ _ I I I 1` t I i ~ ~ I ~ I i f ,i ~ ' - ii ,v r i ~ _ _ _ _l ~ I ~ ~ C ` } ~ i ~ ~ a r r ~ ~i i _.4 fai ~.~.f a =~ IY ~ ~ ~ _ _ i r i_ ii + ' tf'r 1~ Ia { ~ ~ ~ 1 t~ } . i( ~ i~ l ~ j~l 1 1 ~ ~ r ! _ _ . Il I. ~ 4 1 I~r i i1tI i, i i !J f a f } ; ) ii~ ~ Ii ~ ~ ~ 3 \ ~ 4 r { ~d ~ _ « E ~ ~ ~ ~ ~ ~ i i i i' r is i ~ { ~ ~ ~r; i I „ ri i ~ ~ ~ k~ 1 i~ E „ ~ ~ ~ i, r~ # _i.._ _ rui ~ti _ t ~ ii I E ~ _...I i a~ ; r~ T_° - _ j ' 3 ' N t r I ~ _ ~ u Ii u , ~ ~ ~ r + i ~i~ ~ i7 ~ ~ 1 , p- ~ . i ~ ~ - __.,y ~ ~ g ~i I a ~ ~ f i * ...E ( } ~ { / ~ r ~ ~ Y.~, ~ -It i { I s, 4 ii ` S - ' i iji 1~ I s ~ i ~it i~ z. i J t~~ iii ~ ~ i ~ a'~1PI li 1~i3, ~ ~ * i ~ Ii ~ II P ~ ~+iI. ~ [ i r ~ _ _ ~ s;j ~ ~7 } 1 f iii ~ r ~ ~ i Ali ~ i ~ ~, i I _ s _.-w.. _ . -n_ ~ ~~._l i ~rr•~rrE~wi~i~~r.rrr,~f.~#~~f#a+r~~ rr~~~rrr~r~rf rr i r I ~; j ~ ~ ~ II { ~1 f _ -i„ i , i , ~r 1 ~ _ av NATC>{ INDICA7E8 NEW SQUADFOOTAC~ ~lcc-.. Z TOU.N aF PAILCsf~A REQUIREMENTSCsi~FA vCAL~: 1/4 =I -0 ~,, Y CAA SC~~E:LOT 6 21,154.49 SQi, Ix~E FEET r46 X21,154.49 10jA9"~f01 SQUARE FEET Mfr 1, ' t '<<'~~~ ~~I Cs1~A CALCULATIONS EXSISTINCs NEW PROPOSEqMAINLEVEL 1,584.8151 1,135.5 L rxi~r~ i ~ ~TOTALCAA 3,461.8 2343695,8 r,a:~,. ~ 1 ~ ~ i 1 i ri'\ - ' p ~ i I ti. IY, Pmjed No:tl 0655 R" No: A41 d3.1 39'-3 " u 14". it ~ a 3'-1 u a 5'_3 xi Q~ + 1. INST,4LL NEW COLUMN t~FER TO STf~UCTUIxAI. 2: PLOORMG PROM OLT~ EXTERIf~2 Afi~A I~W5N _ . WITH EXISTING FLOOR - 3. R1RR DOWN CEILING PROM OLD X14 Al~A FLUSH . 0 N WITH EXISTNG CEILING:. ~cv 4. NEW GUARDRAILS AND F~,4NDRAIL3 T'4 ~E C~kN ~ = BY OWNER " y - 5. EXTERIOR PECK F'OSTIS) PAfNTEC71"Q MATCH C?~GK - ~ - - i ~7S STUpY b. EXTERIOR LIGHTIIJG Ut~RADED TO COMPLY WfTH ~ ~ ~ ~ ~ I MaFiTER1 ~ t .7 i t,, TOttN g DESIGN STANDARDS AND MATCH T++IZOl1G+apUT` ~ I ~ ~<s~' i BATH T.. _ I"v 4 f ~ i X ~RE: LICxHTIA1Cs CUT SHEET. j i ~j~ ~ 1 1 f ~ +s91-~ l$445 -~D) I ~ ~ roT.Q. LO111~R !_I=v~L - "t.NEW SOFFIT * 1'-sa" AFF, N tit I, r-- - i ~ i i ~ ~ I I i ~ , - A33fsENEI?r4L NOTES: Cl. T r ~ 1._ 4 ~ 5 9~ 2 5~ ~I'-9~ 5 1. INSTALL NEW 5/8 GYPSUM BOARD IN ALL ~ ~ - LOCATIONS WHERE NEW STRUCTUt~ HAS BEEhI ~ N ,y ; ! i~ 1 q 1 p INSTALLED OR U~-1EI~ SIDMfs WA3 ~MOYED. q~J ~ ~ i I ~ 2. EXISTING PLYUIOOD PANELS REMAINfNG NEEi~ Tp - _ ~ ' it - ' i _ ----I- ~ ( i t._ . I { BE PATGHEp AND FINISHED TO MATCH NEW ( ~ t,~+ { ~ = ~ i ~ LOW ACCCESS ~ , ~ _.I } I ~ ~ gRYtUALL FIN{SH. . 3. MECHANICAL NEAT DISI'RIBU ION S DESIGN BUILD ~ E m - lP1~OVIDE 1HR i ~ - f 1 BA +3ANDWILLREQUIREMODIFICATIONDUETONEWWALL ' w .J i..___a+-.____1 I - ~ ; ~ TH ~LSEPAR4TICN • , ~ ~ ( LOCATIONS AND ETC. M ADDITION, NEW HEAT , r , -BETWEEN ROOM ~ ~ , • I Ie_ _ , , - ~ ~ DISTRIBUTION WILL BE REQUIRED IN THE NEW AND STAIR ABOVE ~ ~ T I ~ ! 1 f 2J 1' aDqBULDCONTRACTOREpTOE ~ N t. ~ i~_~ ISGUSS IONS WITH i IST W/ USE dP ~e i ~ _ , ~ ~ D OPT OIINER E EXTEND EX ING SYS VI W I TYPE "X~ GYP. I I . TEM OR PRO DE NE BO LER m BRD. ON CLG t ` ~ ~ ~ I ; 13 N 4. EXISTING PLUMBING, NEEDS TO BE MODIPIEq BY WALLS PER UL p. < I ~ i ; 1U3?5 , ~ , , ~ - DESIGN BUILD CONTRACTOR TO MATGN NEW LAYOUT ~ ~ ; ST j i CH. ; - AND NEW ADDITION. , I AIR,9 ~ i ; _ 11 i I~ 95'-9" r t - 1 5. EXISTING ELECTRICAL REQUIRES MODIPCATIGt~1 i < < ~ - BY DESIGN BUILD CONTRACTOR REFER TO _ ELECTRICAL PLANS PROVIDED FOR SCHEMATIC - - - - _ . _ _ _ . . ____--. I s. _ LAYOUT.I -5$ ~ L. " 4 2'-11.. I -6~ 3 -5~ ~ 1-11~ I -il~ 4 3 -6 a ~bD ~ 2-(AI6. ALL VENT COVENS, CONDUIT, ROOF-TOP VENT J;STACKS, ETC. TO BE PAINTED TO MATCH WALL QR ~ ' i ; ~ ROOF SURFACE THAT THEY PENE'TRAT'E. ~ ~ ' I ~ ~ ; ; I 1, ~ ~ I . _..__I 1 , _ ~ ~ r. ~ ~ ~ ? i s ~ - ~ ~ ~ ~ i i , ~ , _..I , ~ ~ ~ J 1 1 ~ , ~ i'f i t , ~ ~ ; i ~ I i } t 1 1 ~ .a I _J ~ ~ i i - ~ , i ~ r ~ i ~i `I I ~ i t la 1 I ~ ~~I it i ~ ij~l ~ ~ ~ iti ~ ~ 1 1 _ ' i~ J~ ~ { ~ i, ;N ~ ~ ~ , 1I EXSITMG SQFT ~ _ _.......u....._._ _r. _ _ _ _ ~ _ _ - i ~ i ~ 1 MAIN LEVEL _ 198 rj~ ,fnIIFR f FvFI ~ ,3 ~I i i TOTAL 1112 ~ ,I_..-( ~ s SQFT TO BE ADDED 'i ~ ~ )i MAIN LEVEL 151 ~i ~ ' , ~ ~1 l TOTAL 231.5 , ~ ~ I I._ ~ I i _NEW SQFT ~ ~ ~ II E i_1..., MAIN LEVEL 949 ~ 11 ~ i_.. l (~I>FR I FVFI , - _ ~ TOTAL 1949.5 ; , f 1I i',1 I~i I ICI il`~ } i~'I ~ C OS T 0 ~ ~;I~ ~ , 4 SINGLE HANGING: DESIGNATED BY SINGLE DASHED LINE IN ~ _ _ _ _ . _ ~ . ; I CLOSETS TO BE: I6" SHELF ~ 1'-ra" Aft, I6" SHELF t ROD * 5'-6'r _ _ . , _ . _ , . AFF, DOUBLE HANGING: DESIGNATED BY DOUBLE DASHED LINE IN 2 CLOSETS TO BE: 16" SHELF t ROD ~ 1'-0" AFF, 12" SHELF t ROD SHELVES +e WALK-IN CLOSETS: 6 - 16" SHELVES ~ 1'-2" OC, let 3 SHELF ~ i'-2" AFF, SHELF WIDTH TO 6E CLOSET WIDTH, LESS 4'-0"" OR AS OTHERWISE INDICATED. LINEN SHELVES: 6 SHELVES, WIDTH AS NOTED, a 1'-2" OC, let Z4SHELFI'-2" AFF, FULL CLOSET WIDTH. Ad1 s STORAGE SHELVES: 6 - 16" SHELVES ~ 1"-2" OC, let SHELF e i'-2"5 AFF, FULL CLOSET WIDTH. C~NERAL CLOSET NOTES: 1. ALL SHELVES t VERTICAL DIVIDERS TO BE AC PLYWOOD WIT~# Ix2 EDGE. SPECIES TO BE SPECfFiED SY BIER 2. CLEATS 70 BE 1x2 CLEAR PINE. 3 I S ~ . PROV DE ROD SUPPORT 36 OC MAX. 4. ALL TO BE STAINED TO MATGN CASE t BASE. Ala SCALE: I/4"=1'-0" v 4N,( Project No: n~CC ShWJJeetNO: A2.1 f14.1 A31r~~~et~ N~. A3J r..r~. 1. INSTALL NEW 5/8" GYF'8UM BOARD M ALL LOCATIONS WHERE NEW STRUCTURE HAS BEEN INSTALLED OR WHERE SIDING WAS REMOVED. ASSOCI~~GS2. EXISTMG }'LYWOOD PANELS REMAINING NEED T'0 E3E PATCHED AND FINISHED TO MATCH NEW DRYWALL FINISH. 7)e And~G~eV 8aferx~ S'- a 4 31'-2" 3. MECHANICAL HEAT DISTRIBUTION 15 DESIGN BUILt> „ ~ ~ 3P-2" Post Office Box 7431 S~ bl~ 22~~ 133 ~ 4- ~ AND WILL REQUIRE MODIF(CATIGN DUE TO NEW WALL LOCATIONS AND ETC. IN ADDITION, NEW HEAT I,~ ~ - b'-0" d I~ 5 54 Il DISTRIBUTION WILL BE REQUIRED IN THE NEW ADDITION. DESIGN BUILD CONTRACTOR NEEDS 70 r _ _ _ .z_-_ . _ . - - - - - - - - = DISCUSS OPTIONS WITH Otl,NER IE: EXTEND EXISTING ROOF LINE ~ TIO SYSTEM OR PROVIDE NEW BOILER ~ - 1'-1 ~ _ EXISTMG ME1'Ef24. EXISTING PLUMBING NEEDS TO BE MODIFIED BY _ - EXTERIORe ~ TO REMAW DESIGN BUILp CONTRACTOR TO MATCH NEW LAYOUT ~ STORAGE , AND NEW ADDITIGN. ~ ~ , . _ _ _ _ - _ _ , ` 1 ; ~ HB _ ~ r, j.,.. 5, EXISTING ELECTRICAL REQUIRES MODIFICATION ~ 3Y DESIGN BUILD CONTRACTOR. REFER TO _ _ ELECTRICAL PLANS PROVIDED FOR SCHEMATIC ~ ; i ~ ~ ~ 3 0 xl m I1 ~ LAYOt,IT. ` OF ~ I 1 ~ 10 ~ i ~ ' IIIALLVENTcovERBcoNDUlrRooF-TOP VENT ~ 1 k i ~ ~ STACKS, ETC. TO BE PAINTED TO MATCH W,aLL OR i i I , ~ ~ ~ 1EOOF SURFACE THAT THEY PENE'T'RATE.. ~ I ~ I ~ I ( hI i ~ ~ J-- GABINET8 BY OWNERS -Milq I h I I iI G I , I ~ i' 2'-O "3 3._3 3 2'-1~1~ " ~ ~ 2 ~ ~ 2'-4~ ~~E ~ - LlYIh1Cs m 's ; ~ i ~ 8 41- 5 ~ a i ~ 1 I i i 1 ~ .i\ , Imo'-0" ~I ' l__ I I IGL05ETNOTES• x._, a 1~ -O NICHE ~ " ~ a _ © - 3 (D 1(dSINGLEHANGING: DESIGNAI~D 6Y SINGLE DASHED LINE 1N ~A33 - ~ _ _ ..___...r ~ CLOSETS TO BE= Ib" SHELF ~ l'-O" AFF,16" SHELF t ROD ~ 5'-6° AFF. mist ~ ~ 3 2 `xb 8mI I HALLI 100'-0" (8453'-6"~ mDOUBLEHANGING: DESIGNATED BY DOUBLE DASHED LINE IN v ~ _ ~ - ~I0- ~ 2 CLOSETS TO BE: 16" SHELF d ROD * 7'-0" AFF 12" SHELF t ROD ( T.D. M,41N LEV~I, ~ ~ ~ 3 -b AFF. ; SHELVES ~ WALK-IN CLOSETS: b - ib" SHELVES e I'-2" OC, Ist xb , _ ' - ~ i a 1 ~3 SHELF ®1'-2" AFF, SHELF WIDTH TO BE CLOSET WIDTH, LESS 4'-0~" ; , ~ OR AS OTHERWISE INDICATED. I,_._._. _ 2~ 3 I ~ 1D ?3 i7 L~-~ ~ ~ f ~ - LINEN SHELVES: 6 SHELVES WIDTH AS NOTED 9 I'-2" OG t ' - 4 - , m_ j, - - I ISHELFei'-2" AFF, FULL CLOSET WIDTI-!. 61 I,~' V' j +,POII,VEl2 ; I p ~ i EXISTI1JCs * ; ® ~ - j r H . ~m I r ~ , , STORAGE SHELVES: b - lb" SHELVES I'-2" OC, lst SHELF a i'-2" ~ T 1 , _ CONCRETE _ m___ . _ ; 4 ! ~ ~ _ AFF, FULL GLOSE7 WIDTH. E i ! PATIO I ~ I ; ; iC'r ~ IUTCHEN ' ~ , _____. i ~ Fy ! i i d{ SIB ! - ' ~ A D OPENING GENERAL CLOSET NOTES: - ~ ~ ~ I i i I. ALL SHELVES t VERTICAL DIVIDERS TO BE AG PLYWOOD WITH:- _ ~ ~ 2 - ~ 4-~ 1-14 4 _ Ix2 EDGE. Si'ECIES 70 BE SPECIFIED BY OIi+NER ~ ~ r~ i ~ - ii; 95'_9" ® ~ LAINDRT' m ~ ~2. CLEATS TO BE Ix2 CLEAR PINE, j I j ` ` ~ C) - - 3. PROVIDE ROD SUPPORTS e 3b" OG MAX. ! ; ~ 1~ ~ ~I ~ ~ ~ TO 5 N TO G C t i Ili i , ~ i C~ 4 ALI- BE TAf ED MATH A5E B,~SE. , t._.___._. ..__._._a. _ _ __ll - 1r': ~ . r.~.._..,..~.....,.,~.,.~.~ - ~ - _ _ _ _ _ _ _..c- _ _ _ _ . 1 i ~ ~1 ~ C fC X' I ~ i , l I _ ~ , ELE aL BO < I ,l, ~ ~ 9! rII~'lfi11 ~ - ` ~ ~ ~ ~ ' ,ili ~ r' iI ~ _ ~'1 , , , it ~,G I ~x NOTES ~ ~ ~ ; I , f ; ~ i ; i ~ ~ ~ iI. MSTALL NEW COLUMN REFER TO STRUCTURAL - ~ t I" r F . = - - ~i 1 ~ ~ ~ - `r ~ _ , I ! 1 i. 32. FU F GORING O I A A _ ~ ._______.n ~ i t-~,,,~ i s ! ...~r, RR L FROM LD EXTER OR RE Rt13H ' ' ill ~ ~ i i~ ; IUITN EXISTMCx FLOOR ~ _...J ~ i , ~ I ~ ~ I~ j ~ ' i , 13. FURR DOWN CEiI.iNG FROM OLD PORCH AREA FLUSH FI , ~ I ~ { 11 i i ~WITH EXISTING CEILING. j i i I i, i , ~ ~ 1 1 I s I / i~ J fl l I i ~ tI~ I _ - _ j ~ i ~ , ~ , a_. I NEW GUARDRAILS AND HANDRAILS TO BE GHOSJ:N ~ t ~ . ~ _ - t_.~ _ b_-~.,I - BY OWNER ~ li ; ti ; i 5. EXTERIOR DECK POSTlB) PAINTED TO MATCH DE 'I , ' e 6. EXTERIOR LIGHTINCx UPGRADED TO COMPLY WITH - I ~ i ~ i' l TOWN'S DESIGN STANDARDS AND MATCH THROUGHOUTj( i ~ ` : t RE: LIGHTfNCs CUT SHEET. , . " ~ .__e_ r ,I` i 1, i ii ~ I ~ : '1. NEW SOFFIT l -0 AFF. I , ~, a ~ ~1._{,_i~,.-~~~ , E. , ~ f It - r= -1 ( , ( ~ , ~ ` w ti ', i I ; t i ~1! '~ I i1i II ij I,I ~ ~ I ; 1 ~ ~ I, ~ ~I ~~ i ~i41, ~ f t._ _ _ u_._ DSO ~ i I. ~ i1~ 1 , I I''.II i. _.,,._w _ if- v _ . H~~MAIN MAIN LEVEL FLOOR PLAN V ~ pffod W: 1 A21 SCALE= 1/4"= AAa A31 TAB Associates Post office f3ox 743, Avon, C0 81G20.7431 970) 74&1470 fix: (970) 74&1471 email: tabwaft.net www.tabassociates.corn r~..•-. Civil Eminenr r r~,...__ - --f1r`~n I I-___ I i r,-___ _ ~ i EXIB'tIIJC, GtlTT~R ! 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X-2 NEW VERTfCAL SIDNG INSTALLED, MATCH TD EXISTMG R-1 EXISTING ROOFfNG TO REMAIN.A31 SCALE 1J4 1 m CHIMNEYS GAPS - PAINTED TO MATGN 1200E NEW EXTERIOR LIGHT FIXTIJf?E - - ~ _L LOCATION NOT~t° • 14 1. REMOVE EXISTING WMDOW AND fR4ME. s 1. REMOVE DECK HANDRAILS AND GUARDRAILS. ~ , i ~ > it ~ ~ . I ~ I ~ ~ 3. REMOVE OLD VENT STACK ' 'i °' i tl a ~ i1 f t i ,I ' ~ ii ~ ; r ~i z ~ li i~ it ~ ~ _ 4. G01IER AND PROTECT ELECTRIC METER DURMG coNSTRUGTIOr~. METER TO REMA~. r i ~ ~ t ~ , ~N~~ ~ ~ ~ ~ '~i 5. REMOVE EXISTMG DECKING, FUR F1.t18N WITH. : > ~ ~ ~ ~ ~ ~ it ~i ~~~I r~ ~ li INTERIOR FINISHED FLOOR ~ ~ i~ ~ I~ ~ ~ ~ , k P ' I ~ r ti #JIt ~ r i, I! u it ~i , n ~ I iI, E '~ir . 6. ti~R FLIISN CEILING WITH INTERIOR CEILING. ; ~l , i ~i I y i~ ~f 1- ~ I , ~ ~I i 2Xb FASCIA ~ ~ ~ .i ~ , it e ~I ~ , I ~ i u ~ ~ i _ , ~ _ , _,~.~~~__1si. STORAC,E DOORS ANp SIDING TO BE REMOVED. ~wr_.: , _ a. e _ _ _ _ _ _ _ _ _ _ ; 1 i~ i i ( ij 1~EXISTNG ~ ~ ~ ,f ;l8. SIDING 70 EsE REMOVED. GllTTE AND DOttlr18P0UT f i4 1R ~ ~ i ~ p i 9. REMOVE EXISTh~fG DOOR AND FRAME. i ~ L h l~ i? I _ ~ ~ ~ I j~ 10. INSTALL NEW DOOR AND FRAME, COLOR AND ~ ~ - ~ STYLE TO MATGN EXISTING, TRIM TO MATCH EXiSTMCs. _ ~ ~ CI I' ~m i ~ , i ~ ~ ~ 11. MSTALL NEW WINDOtU AND i-BANE, COLOR AND i I ~ ~ STYLE TO MATCH EXISTING. TRiM TO MATCH EXISTMG. ~ i i i I ~ I 12. INSTALL NEVI LIGHT FIXTURE. SEE CUT SHEET. 3 i ~ l I; i ~ i "f 13. NEW SIDfNCs TO MATCH EXISTING. ~ i I I ~ i I~ _ _ 14. NEW CHIMNEY COVERED iN SIDNG, PAINTED TO MATCH EXISTING. b'-9" iha. NEW TRIM DOARD TO MATCH EXISTING. NEW EXS(TMGib. NEW FLUE AND CHIMNEY TO TAKE PLACE OF OLD FLUE LOCATION. ll. PAINT PENT STACKS TD MATCH ROOF Z A3J SCALE: U~"=1'-0" LOWERLEVEI. r...w 44.1: ~~1..1 W l it`Fi. SAN Si~ C~ pUpLEX-iJQ u101sk. EXiSTMrs "B° ~J(DE Vf~ F/MI`~ d eenr+i~tc~e r- ~ _ .:-r__... z ~f ~ ,C~ ~ _ s LJ1 ~._I C' i-:_. 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I i I IiIINIR1EXiSTftJfaROOFINGTOREMAIN. h +I I ~ ;'i 1'I 1 ~ !Ifi , li i I ~ `i ++i ~ I r < 'I I; I' l;4{ II II II II )v T r ~I 1 ti P 1 i it i ~ ; I1 ~ II , CHIMNEI'S GAPS - PAINTEp TO MATCH ROOF. ~f ~ I r ~,I 11 ~ ~r I; , ~ ~ 1+ I ~ ;l li I ~ tEi ~~u~ I1I, ~I ~ ~u~II I I~, ~ ~ ~ II IIIIIIIi', ' ~ u ~ d ,i ~l i t I` ~ I i~ I ~ I~ i S~ ~ 11 l+ I, I; I ~ ~ > I ~ ~ r r ~ , . + i Il II II Ii III 11ili~ I ~ ~ I + .i (i +i I I i + 11 !I f ~ + I it ~ i; ~i ~j~ I~!.ii ii I Ifii.'fl,I ; ,,,'(1 4'~ I'~' i ;'(i. I; Ii II II IIIIIIltr ~ ~ ~I' ~ ~ f'.j ~lil,I'i,;' ~`I, I I'III ! ~ ~!l~.llllllllll~ ' o II 1. 1 ' ~ ~ I~ +i II ~ I J I ~I ~f I! q 1 I! 11 n ~I ~ I ii I` it +1 it I I I r a 1 19 L4 I;1 0 II IIIIIIIjIi ~ I~j f 'a ~Illlrl~ it i'u I ~i~~~ f l` l llllllllTr I ,~I I illl;li ~ I ~ ~ li ~ ~ ~,I i~1~ II II Iillll ' ~ ~ r I_ II ' 'I i~ p ~ fi i ~ i 1: ii I=, ~ I. i ~ li ,it I II iI itIIIIi~l a ~ I 1. ~ i `I1. ; f I NEw EXTERIORLIGHTFIXTUREL Loc, arlON i A31SCALE: 1/4"= 1'-0"EXISTING "A" S1pE OF pUPLEX-NO wORK EXiSTMG "B" SIpE Oi I I Ir - - I I~ I~ ~ I I " ~ I 1 ~ T_ I- 11 ~ 1 _I,~ ~ t~ I I I 1 I ~ j r,-i _ .4_ _ , I .1....,., 1 .,i ~a_i.. l 1 i ~ __.u . LI.. I L._, i I - ~ , ( I ~ ,...J _hi , u_. 1 ' it 1 1 ~ I, , # { I ~ 1+ ~ 11 ~ 1' I ~ I ~ I~ .J i I, ,I j I I I li i I :I ~I f "r i I i 1, i+ I ~ I I I I j i i' I ii .w -U_ 4 I t 1 s.... 1 ~ ~ ~ I ~ i i_ ~ , f ~ + ~ dI~11`!{{II'f ~I "III~I~#)_Ijl~-ij~~Ililii;'+~~~i{+I(i1~ fi~ I , tII + 'i~.__. ~ 1 i~~_ 1 , Iv , r. li I is tl I i` a I I ! l l li i ~ it 1 Iii3I ~ It i~ t' Ii I ',S i 1 I I I f i ~ 11 ~ ~ IiIISI t i ~ J i ( I I I ( ~ i I ~ i j f I + 1 I I i f. i + 1 11 1 ji i it ~ I I€ I ~ i I ~ , _ ;.L ~ I t,_-. ~ , I .a 4 ( . _i__. I ~ i ~_,1~t I ~ a~. 1 --h _ JI a it I sl ;I it ~I .j I+ ~ I i I I I II I , i j i it ,i, 1I ~ 1~1 ~f , . i I I li ~ I ' I ~ I ~ ~ ~ ' i~ + I + 1 fl i,1 ~ , f, j-1 I. 11 I ~~i , ~ ~iI r i~z 1 i i~ ~ 1 I j j II it I I( +t :i ~ 1 1 f 11 I I ~ IIfl (f 1, IIII IIIi~ ii11 f I i I I 1~ ~ I (i i I i ! I' i f'; i ~ + , + ; + fl ( i I ~ li l I 1 1, i ji I ~ ~ I i { ~t ,I i ~ I ~ I ~ iE ~ EXiST1NG 2X6 FASCA . i r _ ;__l_ _ _ rf_.~ r_~ L_,_ r~ ~ l i _ r ~ i r a ~ ~ ~ .. h ~s-- I_~._ ~ ~ s ~ tI _ . ti _l_1..~ . 4. f___.. iJ., _._l _i_i..1 a _l. ~._.L ' _~1 A. ~ J ...tJ~_,_.~_ L.. r ~!_.t _....__ l.1_ ~ ~ ~ ~ _ , r,f I ;I it i +i h ~ I. fi , ftiL1C~~' I~ I ~I fl TACs NOTES r EXISTMCs LKsH~' MIXTURE „ r- Ii Tom' ~+k^-'7 ~ IT I~GUTTER ANpDOUhIgPOUT ~ RE.C.~IT S E, ~ II _ .L~.~. ~ 1,~ F{ i iT ? I ;I r j+ , I~ i! tI ITV - _I_ e_. ~ ~ II ~ ~ II 1. XISTifJG w I it L i I ~ .n _ . _ L I~~ it r i ~ REMOVE E INpOU1 ANp FRAME ~ ~ ~li li I~ ' f Ili i~ i, i + _ f I { I / \ 1IIi ~l ~ ~ i i; [ ~ f ~ l is ~ .I ~ ~2. REMOVE pECK HANpRAILB ANp GUARpRAILB. i? `'i IXfiI ~ li I; i { i Ii ; { ,I I ~i 1 ~ f ,i I _I fl I i+~ + i 1 ~~s{ f ~ ~ 1~ . IXrI li / i i'3. REMOVE OLp VENT STACK II I , Ii , ( ~ ;I I; ~ ~ ~ ~ i I I f+, II I i! ~Ii I II If li~ i~ i + I I~ ~ ~ 1 I~ ;i I !I I \ ~ , II f ; ;y; , + I + ,III 1 t , 1~ ;f ~ ;i I{ } ~4. COVER ANp PROTECT ELECTRICMETERpURiNG ~ ~ ~ f ~ ~ ~I, I'. I i 1 ~ I i { I ~ i I i 1 I + f ~ ,'I II 'ifI ~ i ~I CONSTION. TO AiN. TRUCMETERREM ~ ~ 3 _I_ _.1 y ~ f. EI f a ~ ~ ~J C.~ ~ ~ till r I~~ It f ~ .I f` 1il I 1 ~ 11 c( t f t i sI1ffIII ~I ~ I I I i f ~ Ili ~~<< I 111 I, ~ ~ r ~ ] ~ li ,~E ilt I r, ~ ~ ~ f~ ~ 1° ~ 1 II I I i,~ I I f ~ ~ I ~ i ls; ll € 5 .I~i' I I i, f i, ,I I~ f i i ff i t' i + 1~ I 1Ii . F2EMOVE EXISTMG pECKiNCs, FUR FLUSH WITH I t I -a+ It r i ;r ~ II t III III 1 i 1 ri I i :I I, i, ff~ 11 tl t ~ I 'i I~ ~I .I , o ~f ~ ~ ~II I'1 ~ , I I li rl ~I it I. , I11 , ( I '-I ~ i i ( I I~~ 1~.~ ( ! ~ r (i c ~ { I fi s , ~1 , i. . it fI .I r ~ ;i 1 INTERIOR FiNISHEp FLOOR (I 11 I ~ I i ~ I ~ ~ ~ I.~ ~ i ` I I ,~I{~' ;'1 I I 'i t ' j 1, f ,i I+ i i ~i~ li I k3 I j i f , I ~I 'i ~ i~ ; ~ , } , I { ~ I, JI , ~ 1 ;I i ~i I ~I (i I' I~ ri i. I~ If +I <Ii , '1fl.~i~lil L~...,1 .,x.~a_.~1~„ ~.l..i. _L~~._f.~~:_I ~ '~il 1~.L ~_SJ. ~~I%..,.i..a ..~.~~1... .!.L~...1t... 1. i~..L. _,.I~~,, t~_.:_I ~.~ u'.~ ~.1'I r i ~ r , r r 6. FUR FLUSH CEILING WITH MTERIOR CEILING. _1.. ~ i I 1... f~ ~.n, I ~ iL.~ ~ .i.,,i_..i } I sTORAC:E pOORB >a~ SIpMGro s~E REMOVEp. ;1i ~ r , ~I ( I: 1 i. ~I ,r ~ ~ ,1 ,t I r I I ~ 7~ it ~ P i'. I, ;i it ( f 1 li - I ~ .I I i , i ,r ; i jf i li f~ , {i~~ , If ~ I ( I II ~I ( i , V , I i~~ f ,If~ V+ f ~I i i ~ I, !i tl ~ i 1 t I ~ ~,l i tflI ',~i +II C r I. ~ ~ ,rti~ -I ~ i I_~: 1 L~ x t ' _~1_~ I ,r I 8. SIpMG TO BE REMDVEp. , + , , ~ ~ ~ ~ - + ; ~ . i, ai_. ~ r ~ ~ - _ ~ ,9. REMOVE EXISTMCs POOR ANp FRAME. 'i I li IE' ' II II ~ 1 a ii ; ~j I 1d 1 I fl~i ( II ~ ~ I h ~Ii1it +i ~ i h1 aII , ,h I; I' •i h , 1' u , L 'I r 'i 1f~. fNSTALL NEw p00R ANp FRAME, COLOR ANp I ; I j + t ,li I iii + it I?II . I tl, ' ~ A STYLE TO MATCH EXISTMG, TRIM TO MATCH EXiSTMG. I ~ :i '~I ~ ~ ~i~ i i . I 1fij9 „ 1 fur+i f ~ ~ , I ~ ~ ~ + i ~ ~ ~ ~ i (jl ( i'. I~. I', IIi II ~ r. I~ ~I I i ilj I II ~ i' I I ~11. INSTALL NEw WiNpOw ANp FRAME, COLOR ANp , i1 . ~ 1 rl , STYLE TO MATCH EX{STirKs. TRIM TO MATCH EXISTING. I f I ,I ~ ~ ' i n I ~ I l ' ~I ix~' q ` ~ ~ JI j I I ! J ~ { i li ~ f ( i~ I t if 1[ ) t I} I• i11 I X++I ; I I ~ I; ~ + .I I+ ,1 I I ii ~ 1fI +X,~ ~1 1 , 1 I+ , I I f I f I ~ I II I I i~~ I ~i ' rj 1 , III ~ ~ I j'. I 12. INSTALL NEw LIGHT FIXTURE. SEE CUT SHEET. : ( I I + i i{ IIIi ,i~I t: 1 I I I I it I . 1iIf ~ f 7 f it i i i I+ I 11 I I~ I I it i 1 I. + 1 i IIit t 13. NEw S{pING TO MATCH EXISTMG. II + f. ~I I I~ i' E, ;i ~ I ;1 „ i'I Ii Id. NEW CHIMNEY COVERED IN SIDINGPAINTED TO MATCH EXISTING. Pro}ect No:15. NEW TRIM BOARDTO MATCH EXISTING.Ffq-(.Df=0SED WEST ELEVATION 4655 I6. NEW FLUE AND CHIMNEY TO TAKE PLACE OFOLDA32 - SCALE. 1/ 4"-1'-0" FLUE LOCATION 11. PAINT VENT STACKS TOMATCH ROOF 1~~ A41 Associates Post OHtce Box 7431 I , ! ~ l ~ ' i !i ~ ~ !i i i ~ `r I ~ ' i ~ i ~ ~ M,~~~.>}~(~ Ava~, CO 8182aT431 i i ~ i t ( i t~ 'f ~ ~ i:) ~ i it ~ I I ~ f~ f I l i Ii I i i t 1 ~ i - i iI ' i i'; ~ ~ i -y ~ `I ~ ~ E j I ,i i' ~ I ~ i ~ I it i i ~ I I i l ( I l i r ~ ,I I li~ ( I I ~ i ~ ~ i t ! i I i~ i t i it { ~ ' ~ ' ~ 4. I t i._i I ``-r F +_,_L- ~ s ,l.- t I i 1 _ i !.t---1 -j r , ~ i _~_r_ 1.~ I 1 I i t ~ ~ ~ i L ~ ~ i ~ t _f i I I` ~ 4 711it ~i ~ i ~ ( i I I ~ ~ I i' I( I IjS_.L s~..rui a., ~I-ILi, ,1 t ~J ~ ~i-_ _~~i_~.,~~.__-{_, 1 J I ~ ~ o ~ .f t~ Ii I~ i ~ I1 ~i I~ i, 'i ~ r .I ' ~ i it I~ ii 1 I ~l 1 lr ~ I i i; I ~t 7 I I 1~ ~ 1 I! I ~ i it ~ ~ ~ ~j i I ~ ( ~ ~ ( f ~ f ~s . _ i,.L_-~ ..F.,_ , ._i _E 7 i I ~ ~ i 1~~ 1 i; i i~ i i~ i~ i i i i i ii I' l I ~ f ~ II - ~ 'f i ~ ~ I ~ ij ~.,...I ~ i li R-i i ~ ~ jf I i1 1 I I1~ I' ifiiI _ I ~ ~ _ I j ~ ~ 'fir 1, i I~ F ~t~ E I~ l ~ I ~ ' ' t ~~V ' ( ~ i ~ ~ ~ ~ ' ~ ~ I ' IliiI11/ I 'i~ ~iI ~I li(~'1 iii ~ i~ ~ i~ I I ,iv . 1 1 l ~ it j ~ i ~ ~ i I I EXIS MCs { GUTTER AND T l l;_~~ ~ it ~ ~I li Ej r. r, i ~ rl 'I i{ i' 4 l~ ~ 'I ~ fI r 3 i ( I a1 ~ ~ r---r i, I; L , 1, ] I ~ ~ ~ ~I L - - ~i a i~ ~I I' i' ~ I r ~ r ~ ~ ~ i i 1 , i ~ ~i ± ~ ~ ~ " <i I. I i if I I I , ;I , I~ i ~ I I I~ ( ~ ~ ~ ! i1~ I. III III II ~II1 ~I,~ ~ i ;~i.~ i iti ;i c I I I I I ~ u I ~J ~ ~ 1? u ~ I ~ ~Ii ' ;i ~i ~ ;~i I , ~ l~ I it i~ a it i I{ ~'I ~ )II III II ,i it I ~ ~i ~ ~ I~ ~ El (f ~ ~ a~ ~iiit ~~t I i ~ F~ 1~ I I I ~ ~ ~1I - i. I I I I I I ~ l i +I ji ~ i' i ( ~ ! ii ~ Vii' 'il .i ~ Ii I ~!I !I r I I Ii~ ;iill!ii i IIxl ~ i~ 1 L_~ L_~ ~ ~ 1 it ~ i i i I i i _ ' ~ ~ 6L i Ili i 'l LJa. ~ ~ ~~--h- i ~ ~i u1 i ~ ~ I ~ I l ~ ;I ~ICi ~r iA u ~ li ~ it I ~ `i ~ 1 I ~ ~ iii, i f~ ~ r ~ Il I ~,I ( ~ li i i ~ I ~E i ~i 11, i '1 i, ~I 1 II ~ 1' i ,I 'I ~I 1+ ~I l I' ;i I. ~ 'il ]r i 'I 1fi ~ ~ ~ , ~II'i ~ ~ ~ l ~i II, ' II h II I i; II ~I II ~il ~I ' li I i ~i 1' I~ ' ~~,j G fl 7~ ~ 1 I ~I i r`. J I1ibI ( i~, .i h i~ it 'I ' h~ ~ '.I ~ a ?i I ~i r, L !F i! i ~i Ij I ~ rl ',i i, i I~ li i i~ II ~ 1' ~ 1.I' { ~ , ~ ~ ' 1 ~II. i I t. 1 1 ~ ~ ~ I: i I ~ 1I, 1v iIiI ~ ~ I i fi r ~i ~ . i i1XT' (O F NISNN ' ~ ~ R ~ p ~ ~ i. I, i; i ~ Fi ~ ~ I~ II~ Ii ix-iEx(sTM~ VERTicAL sIDMG Ta REMAM.a A jl '.I i ~ it .I ii ~ f i I ' iiX-2 NEW VERTICAL SIDING MSTALLED, MATCH TO I iti~ I xISTING i E I i I ~. lR-1 ExfSTMCx ROOFMCs TO REMAIN. EXISTMG WINDOIU BELOW GRADE CHIMNEYS CAPS -PANTED TO MATCH ROOF. i_NEW ExTERIORLl~larFIXTUREL - LOCATIGN _ _A33 SCALE; 1/411=i'-0° v PENT STAClG9 TO BE PAINTED TO MATCHEXf$TMCs ROOF , 441 1 f°! ~ i ~ l ~ II i i I~ i ~ ~ ) I 11 ~ I I I i I I' I ` f ~ j I i ~ is li ' 1 I ~ j P I~ ~ i ~i I i i it i I ~ ~ I ; i ~I _'t I I I ~ i I f 1 Ij i ~ ~ I l' r I ~ i 4 „ ~ . ~ , ~ I I ! I ~ i ~ , , i 'i' Ii ' I iI ~ , I ,i ~ ~ t' ~l ~ ( ~ ~i , 'I i I ~ ~ ii ~ ~ i ~ 1 (I ' i -I .v.. , ~ z- i .-.1 ~ t.1 ~ ~-1_1_.a ~ .I!._ 1 E _ , _i d ~ I-,: 1 1-Ii ~ 1 ~ y3 r U ~ 11 i i f i ! t ti i i I f~ i ( ~ I IIkIiiIii i ~ i 'I k iI1 _ i s~ ~ i i If I _ w, - ~ 1 , t~ 1 r ~ ii ~ I ,i i I ~I i II i S ~ ~ ~i ~ ~ j~ I ~ t i~ EIIf1 ~ . t ~ t . ~-i. 1 ~ , h_ i I I ~ 1 I ,...a 1 ~ ~ ' 1, _ 1 I ~5.; I_i~ ` ~ ~ I ~ I I ~ t . ~ it .t s ~~tj, I~ibi~ f~1{' ~~I(~~f I1, i ~~IZ 1._. ' ~I ~ ~ i 'Ii i i ~ i f '.ib; ' ~ ~ ~ ~ i ~ ~ i ~ ~I E ~ i ~ b r.~ ~-.L;.. I. ~ -t_., I~J.d_ .._..f !t ~i I -L... ~ 1> li L ' ~ iJ.. .,- i L,- ' ~i! ii i I` ti i1 ~ i ~ i ~ ~ 1 t' I I i I i,. I ' `L IlI_ i 2x6 FASC(A , ~ ~ ; :X 1 ~ ; t ~ : ~ ~ lII ~ I Ii aiiI Iis ,i ~ iI ~ ii ~i ,i c If ; I 1 I I ~ I TACsNOTES •Exls INCs I. REMOVE EXISTMCx WMDOW AND FRAME.T 1 CR AND D T it I~ ~ I~ i ii I~ ° i II ii I 1 ~ ji ~ li i~ it ~ i! ~i I~ °I i i I i i, 6 ~ ~ ii li II i I li r~ '1 U ~i .I AIll ~ ,I 2. 0 qC H I I S. ii I~ ,I ~ ii ,r i ~ REM VE DE ANDRA LS AND GUARDRA L a~ ,1 I; i ~ j, I i ~ I~ ~ ii i; j I, I~ Ir it ~i ~ ~ ii ''~h i ~ ~~aiiy~ ~ li rr I ~ i~ t / V ij ~ i~ i ~ ~I I~ II f II ~ i i ~ ~ , I~ ,i I' +I ~i1. ~ I, I I~ 3. REMOYE OLD VENT STACKJli ~ i ~ Iiir a .i ~ f ~ 1, 1 i~ ~I V / ~i ~ it i; ~q \ II G~ i ~I !I ~ it i~ i. j' i II I / \ / ~ i I i i~ I 4. GOVER AND PROTECT ELECTRIC METER DURMG r 1- ~ ~ it , 1, 1 r' ~1 ~ I ~ L i COtJSTRUCTION. METER TO REMAIN. iD i q li ~ „ i ~ 'i II ~ it i( 1~ l ;I 1~ it ~ I; r II j1 it ry Iii i. ~.f 1I ~ r. i ~ i~ ! i 17 ~ I, I 1 ~ t~ ~ ~I ~ i ~ it i~ ~i I ~ ~i it ~ ~ i i~ i~ ~ ~ ~ iii I ~ I~ i I I~ ii il. r ~5. REMOVE EXISTMG DECKMG, FUR FLUSHWITH ' j ~ ~ ~ " it I I, ~ ~ ~ ~ u f~ s r U i. 1, it !i i ~~i ~ ~ I. ri ~ I i N i MTERIOR FINISHED FLOOR ,i I I, ~ I ~ ~ !I ~ f, I, ~ ~ ~ I f .7 r ~ ;I ~r I~ ~ I ~ ~a ~ ~ j i i I~ i. ~ ~i .f! i i, i ,I ~ i~ , , ~ ri i iI V ~ it ~i i_ ,i i jIis ~ i l i 6. FUR FLUSH CEiLMCs WITH MTERIDR CEILMC~. - rr ~ ; ~ ii I ~ ( I I li i ~ i I ~t (~iI r4aGt, ~ii~ r ~ i~° l'1 I ~Ii U I( ~ ~ I 1 - 'I ~ ii t I 'f. STORAC:E DOORS AND SIDiNCs TO BE REMOVED. _ _ ~ f, I: il: h ~ i~, ~ ~ I I i;-i - , i - it ,BE REMOVED. _ I, ~ ~ ~ s 8. SIDMG TO I i 9. REMOVE EXiSTMCs DOORANDFRAME. I L___ ~J EXISTMCs IND. INSTALL NEW DODR AND FRAME, COLOR AND W OW LOW GRAD STYLE TO MATCH EXISTMCs, TRIM TO MATCH EXISTMCs. ~ ~ E Il. MSTALL NEW WINDOW AND FRAME, COLOR AND STYLE TO MATCH EXISTING. TRIM TO MATCH EXiSTMCs.12. INSTALL NEW LIGHT FIXTURE. SEE CUT SHEET. 13. NEW SIDMG TO MATCH EXISTMG.14. NEW CHIMNEY COVERED N SIDING, PANTED TO MATCH EXISTIWS. Project No:15. NEW TRIM IBOARD TO MATCHEXISTNG.Z 'POSED EAST ELEVATION 0655 16. NEW FLUE AND CHIMNEY TO TAKEPLACEOFOLD A33 SCALE: 1/4"=1'-0" FLUE LOCATION 11. PANT VENT STACKSTO MATCH T EXTERIOR FMiSH X-148 X-2 ~~!~7V~~GiL G'A'IL GOATEq MTL FLASHING . 411 HEMMEq EtKaE s a Post Ofl9ee Box 7431. I1von, CO 81620-7431 t~R~4t'lEp NE~1=R RE: STRUCTURAL 1970174&147(1 vYCOR v4~ tu>=~ BARRIER STRIP$ MKx BTANDARG' HEAD FLASN1NCi JAl"!~ EXTENSI4H$T' S>wr crYP~ w lam. xTERl012 FINI3H x-I oR x-z LINE ar= 2x6 CASING BEYUNL7 YYCOR Y40111EATF~R ~ b GLAD UlD 4JINg04! EIARRIER STRIPS ~ 41/ I/4" SHIMi~2AMED HEAgEl2 SPACE, TYp.COIL COATED ~ RE. STRUCTURAL MTL FLASHINGx SILL PAN PER MFR REG`M ' STOOL ~ GA51NCxCASINCsPERTY!-E PER DEvELQPERSEALANTlTl'P). MT. DESIGNER SEAI,AN't;'h"F^.: eMFGSTANDARq ( CASING HEAD FLASHING BEYOND ' COIL COATEq MTL 2 b U100D BOOR UNIT FLASHING V A 2 VYCOR 4fD U~ THER EXTERIOR FINISH BARRIER STRIPS BEYOND EXTERIOR FINISH X-1 0R X-2 ~ t 451 5CA :11/2"=1'-0" LE A51 SCALE: 11/2"=i'-0" 1 T r ~ ~ ~ t _ X=7. y r - _ r _ ! f..__.._. r~,_ v f ~ l', ~ r ~ I , ~ s ~ A. ~K. :r.. ~ Y_~ ~K~. _ : ~ ~ ~ r ~ ~ / A1~ / ~ ~ ``,r \r irk ! ~ ~ P ~ y / i i' _ ,7 Irr~ w_ , y~ a r.,__. _ r.,t _ . _ ~ ~ , i ~ ~ :. i _ _ , ~ ~ ,,7 ~ r ~ _r,. ~ i , . su__..~~ ~ Y` ~ _ ~ G v EXISTING S,Lf'. CEILING 1rX1571Nc NEW 9-1/4" LV NEW 2XhRE: 5221 II NEW W8)NEW 314 WRAPPE(7 BEAMBOXBEAMW/ LOCK RE: 52.ZMITREJOINT5SPECIES PER OWNER ~ NEW 2X4 NEW WRAPPED WSX31 BOTH Sl RE: 5221 BEAM T NEW 3/4 BOX BE MITRE J~ PER OUJ NEW 9 I/ 52.21 s t~-.~ 6 A51 SCALE:3"=1`-rD" ,451 SGALE:3"=1'-f~" Project No: 0655 sneer r»: A5.1 1. GENERAL 7. SPECIAL INSPECTIONS L. ALL CONSTRUCTION JOINTS SHOWN ON THE DRAWINGS SHE BY ROUGHENING THESURFACEOF THECONCRETE SO THAI A. THESE NCTES SH,RI_F SERVE AS THE SPECIFICATIONS FOR THE STRUCTURAL A, SPECIAL INSPECT(IRS SHALL BE EMPLOYED BY THE OWNER TO INSPECT THE SHALL BE EXPOSED UNIFORMLY, LEAVING. NO LAITANCE, PORT[CNOF THEWORK. WORKDURING C4NSTRUGTION'AS DEFINED AND REQUIREDBY IBGCHAPTER PARTICLES, ORDAMAGED CONCRETE, AS AN ALTERNATE, 17. SPECIAL INSPECTIONSSHALL BE MADEOF THE FOLLOWING CONTINUOUS KEYWAYS MAY BE USED FORCONSTRUCTION J B. ARCHITECT' S APPROVAL MUST BESECURED FOR ALL SUBSTITUTIONS. STRUCTURAL WORK: 1. 1T04.4 CONCRETE CONSTRUCTION M. ENSURE HORIZONTAL CONTINUITY IN .WALLS AND FOOTING C. CHECK ALI DIMENSIONS ON STRUCTGRr1L DRAWINGS AGAINSTARGHITECTURAL 2, 1704,:7 SOIL CONDITIONS CQRNERBARS ATWALLCORNERS AND INTERSECTIONS. l DRAWINGS. OTHERWISE, CORNER BARS SHALL MATCH SIZE AND SPACI REINFORCING AND EXTEND A MINIMUM OF 36 BAR-DIAMET D.'VERIFY QPENIN~~S ~iHROUGHFL00RS,ROOFS AND FALLS WITH CORNER. ARCHIIECTURRL, MECHANICAL,CIVIL AN`DCLECTRICALRE4UIREMENTS. 8: FOUNDATIONS - FOOTINGS N. CONTINUOUS. TOP AND BOTTOM BARS IN WALLS. 2; GOVERNING BUILDINGCODE. IBC 2003 A. A SOILS INVESTIGATION HASNOTBEEN PERFORMED FOR THIS PROJECT: 1. ) THE OWNER SHALL EMPLOY A QUALIf IED GEOTECHNICAL ENGINEER TO O. WIREFABRIC REINFORCEMENT: LAP ONE. AND A HALF MEt 3. LIVE LOADS USEDINCESIGN INSPECT;ALL FQUNDATIONEXCAVATIONSPRLOR TOPLACEMENT'OF SPLICES AND WIRE TOGETHER. r' CONCRETE FOR FOOTINGS....:. A. WIND PRESSURE PER IBC 2003 2 THE GEOTECIINICALENGINEERSHALL UERIFY'THAT THE SAFEBEARING P, NOWELDING OF REINFORCINGSHALL BE PERMITTEDUNLE 1.) BASIC WIND SPEED(3SEC GUST} 9OMPH CAPACITY OF THEBEARING MATERIALSMEETSOR~EXCEEDSTNE CALLEDFOROR~APPROVEDBY THESTRUCTURALENGINEEF 2, WIND EXPOSURE CATr.GORY C ASSUMED 1OTALLOADALLOWABLE.BEARING PRESSUREUSED INDESIGN 3: wlNO D [REertoNAl i?~Y FACTCR, KJ,, , , ; , , , , , , , , , , , , , ,0.85 ~ Rs STATED BE~CW, Q. DO NOT RE-BEND ANY BARS WITH A YIELD STRESSOF GF 4..WIND TOPOGRAPIiiC FACTOR, Kzt ..................:.....1,0 ~ 3:} TliE GEOTECNNiCAI ENGINEER SHALL PREPARE WRITTEN KSI. 5,WiND IMPORTANCE FACTOR,Iw,,,,,,,,,,,,,,,,,;,,,,,,, 1,0 SPECIFICATIONS FOR SUITABLE BACKFILLMATERIALSANDPERFORM COMPACTION TESTS ON APPROVED BACKFILLPLACED AGAINST 11, STRUCTURAL STEEL L3. ROOF FOUNDATION-WALLS, BELOW SLABS=ON-GRADE. AND BELOW i. ~ GROUND SNOW LORD, i'a.......: . . . . . : . . . . . 11~ PSF FOUNDAT~IQNS, A. STRUCTURAL STEEL: MINIMUM YIELD STRENGTH 50 KSI z.) SNO14 Ex('oSl1RE FACTOR, Ce.. , , . , : , , , . , , 1, 0 FLANGES; 35 KSI (ASTM A53} FOR PIPES; 46 KSI FOR1 3. ~ SNOW THEi2MRL FACTOR, Ct . . . . ; .:1.0 8. BOTTOM OF FOUNDATION'OR .GRADE BEAM SHALL EXTEND A MINIMUM OF 48 ALL ELSE, UNLESS NOTED OTHERWISE. SNOW IMPORTANCE FACTOR, Is,,......,..,..,::::.:,.,. I:Q INCHES 6ELOW ADJACENT FINAL GRADE, 5.; MINIhdUM ROOF SNOW LOAD, (4;I~ SIO?El i~~ 80 PSF (NUT REDUCED} ~ B, ALLA325MAY BE INSTALLED SNUG TIGHT. AS DEFINEDE 6.) ROOF LIVE LOAD (NON--SNOW) ZO PSF C. ACTIVE LATERAL EARTHPRESSURE USEDIN DESIGN~,.,:,,..35PCF r.) ROOF TOP OR SUSPENDED EQUIPMENT . . . AS NOTED C: MINIMUM WELDS: AISC~ SPECIFICATION, NOT LESS.. THAN D: AT-REST LATERAL EARTH PRESSURE USEDIN DESIGN:;,.,,.,50PCF CONTINUOUS`UNLESS OTHERWISE NOTED. RESIDFti'CiRL.,.......,..~..~ 40 PSF E. PASSIVE LATERAL EARTN'PRESSURE USED IN DESIGN:...... 30O PCF D. ALL GROOVE WELDS TO BE FULL PENETRATION UNLESS NC 4. ITISGE3~dFRY RRD FIELD VERiF=C1tTI0N F. COEFFICIENT OF SLIDING FRICTION:,.,.......:.,;;...,.,:,,0.4 E. WELDERS: HAVECURRENT EVIDENCE OFPASSINGTHEAFf A. DURI~'TG CONSTRUC~IIUN, THE CONIRAC~IOi~ MRY ENCUUNT[R EXISTING RUALIFICATION TESTS. C~ONDTTIONS WHICH RRE NOT NOW K1~OWN OR ARE AT VARIANCE WITH G: FOOTINGS SHALL BE PLACED ON UNDISTURBE6 NRTURALMATERIAI;S,THE PROJECT DOCUMENTATION DISCOVERY . SUCH CONDITIONS MAY INTERFERE ` CONTRACTOR SHALL REMOVE ANY LOOSE OR DISTURBED S6IL AND REPLACE 12. TIMBER WITH NEW CONSTRUCTION OR REQUIRE PROTECTION AND~OR SUPPORT OF WITH NON-EXPANSIVE STRUCTURAL FILL COMPACTED TO 95~ STANDARD EXISTING WORK DURING CONSTRUCTION, OR MAY CONSIST OF DAMAGE OR 'PROCTOR ASTM D698) AS APPROVED BY THE SOILS ENGINEER. A. ALL TIMBER PRODUCTS :SHALL BE,IN ACCORDANCE WITHT UETERIORATiON TO STRUCTURAL MATERIALS OR COMPONENTS WHICH COULD FORESTPRODUCTS ASSOCIATION, NATIONAL DESIGNSPEC JEOPARDIZE THE STRUC~IURRL IN~IEGRITY OF THf~ BUiLDiIJG'S~. H. TOTAL LOAD SOIL BEARING PRESSURE USED `IN DESIGN;.,'2,OOOPSF LATEST EDITION, t) I's, I~NE CONTRACTOR SHALL NOTIFY TIIE ENGINEER OF AL~_ DISCOVERIES HE SLAB-ON-GRADE ~ ~ 8. RLL LUMBER SHALLBE VISUALLYGRADED AND HAVE AMA BEL.IE:Vf:S MAY INTERFERE WITIi f'ROf'ER IXEGi)TION OI~ THE PIORK OR CONTENT OF19%. JEOPARDIZE: THE. SIi3UCTURAL INTEGRITY OF Tfif= BIJIi_DINGIS PRIOR T0= A: THESLAB-QN-GRADE AT-THE GROUND FLOOR LEVEL... OF THIS BUILDINGHAS PROCEEDING WITH WORK RELATED TO SUCH DISCOVERIES. SOME RISK OF MOVEMENT C. FRAMING LUMBER:2X8AND LARGER,DOUGLAS FIR-LARGE HEM-FIR IN THE FOLLOWING GRADES: THE S~RDCT~RAi_ I)OCUMtNTS MAY SP~TCIFY ~JIMENSfCN:, i.i_EVRTIONS hND 8~ THE PREPARATION GETHE SUBGRADE FOR THE SLR6-ON-GRADE SHALLBE IN 1. GENERAL FRAMING; STANDARD. AND BETTER GRSTL :' CNS~IRUCiIOIJ I;OIdDIiIONS TO PE; FIELD VERY-ID 1E GENERAL STRICT ACCORDANCE WITN THE PROJECT THE GEOTECHANICAL ENGINEERS 2: STUDS: STUDOR'BETTER COiv1TAC~IOR SNAL.L SE RESPONSIBLE F(iR FIELD 1'ER.rICATiON OF RLL RECOMMENDATIONS; THE CONTRACTOR SHALL DIRECT QUESTIONS REGARDING 3. FLOORJOISTS AND.ROOF RAFTERS.- NO. 2 OR BET1 JF%G[FiEI) CONDITIONS PRIOR TC hROCI~FDING I`Ji!h` THI= CONSTRUCTION On THL SUBGRADE PREPARA~i~ION REQUIREMENTSTO THE GEOTECHNiCAL 4, BEAMS,STRINGERS, POSTSAND,TIMBERS: NO 1t~ f ABRICATIG'J OF ANY STRUCTURAL COMPONENTS s{ELATED TO SUCH ENGINEER. ~ CONDITIONS. ThIIS FIELD VERIFICATION SHAL_ BF MADE IN A TIMELY. D. BRIDGING: BRIDGE BETWEENJOISTS ORRAFTERS WHERE MANNER SO AS TO CAt1SE NO DELAYS IN EXECUTION OFTHE WORK. C,MOVEMENT OFTHESLAB-ON-GRADE MAY CP,USE DAMAGETOANYTHING TO-THICKNESSRATIO'EXCEEDS5WITHBEVEC-CUT DOUf~ CONNECTED TO BOTH THE SLAB AND OTHER PORTIONS OFTHE BRACING, OR WITH SOLID BRIDGING 2" THICK BYDEPT 7~ STRILCTiiRAL STARII_IT; DUi~iNG COidS~RUCTIO?~ SUPERSTRUCTURE. ISOLATION DETAILS FOR PRRTITTONWALLS, NAIL'. SOLIDBRIDGINGTQ JOISTS NAILBQTHENDS OF` BASEBOARDS, PIPING, AND OTHER ITEMS MRY BE REQUIRED; REFERTO THE SPAGEBRIDGING AS REQUIREDBYCODE. PROVIDESOLI fA. THE STRUf;T11RRL DRAWINGS ILLUSTRATE THE COMPLETED STRUCTURE WITH APPROPRIATE DRAWINGS OR CONSULT WITN THE RESPONSIBLE MEMBER OF BETWEEN JOISTS ANDRAFTERS AT SUPPORTS. ALL ELEMENTS I~~4 THEIR FINRI_ POSI~iIONS, PROPERLY SUPPORTED AND THE DESIGN TERM PRIOR TO CONNECTING ITEMS TO BOTH THESLA6-~ON~- BRACED. GRADE Rip OTHER PORTIONS 6F THE SUPERSTRUCTURE, E. STUD-WALLS: 1. FRAME STUD WALLS WITN 2X STUDS @ 18° ON CENT } B. ThE_ CONTRACTOR SNALI_ BE RESPONSIBLE FO!~ RLL CONSTRUCTION MEANS 10, :.CONCRETE ON THE DRAWINGS. AND METHODS. 2. AROVIDE A MINIMUM OF 3 STUDS AT CORNERS. A, ALL CONCRETE SHALLBE NORMAL WEiGHTAGGREGATEUNLESS NOTED. 3, SHIM EORBEARINGON CONCRETESUBSTRATES: GF f~. THE CONTIACTOR, IN THE f'ROPLi~ SEQUENCE, SHRLI_ PROVIDE PROPER -CLEARLY IDENTIFY INTENDED USE FOR EACIi MIXDESIGNSUBMITTED FOR PORTLANDCEMENT-SANDGROUT FOR. FULL GEARING. SHORING AND BRACING RS MAY BE RLQUIfIED DURING C~JNSTRUCTION TO APPROVAL. CONCRETE SHALL CONFORM TO THE FOLLOWING TABLE; 4.} WHEREMULTIPLETOPPLATES ARECALLEDFORIN ACHIEVE: THE FINAL COMPLETED STRUCTURE. ~ DQCUMENTS,STAGGERSPLICESANDFACENAIL PLAl~INII~UN µqX - CEMENT WATER/ aR 5. } PROVIDE STUDS AT OPENING JAMBS A5 FOLLQWS: ~ C. iIiE CONTRACTOR SHALT. BE RESPbNSIB(_E FOIE Af.i_ SITE SAFETY ISSUES AS USE STRENGTH CEMENT SLUMP AGGR 2 STUDS AT OPENINGS LESS THAN 5' -O"' WICPSICONTENTINSIZEt1) r MANDATED BY FEDERAL, STATE AND LOCAL LAWS rW0 REGULATIONS. THE RAT10 b. 3 STUDS AT OPENINGS BETWEEN. 5 -0 AND' ~SACKS/C.Y. IN CONTRACTOR SNRLL EMPLOY A "COMPETENT PERSON° AS DEFINED IN OSHA c. ~STUDSMINIMUM AT OPENINGSGREATERTHp REGULATIONS TO IDENTIFY SAFETY ISSUES. TI-(E CONTRACTOR SHALL FOOTINGS 3000 5.5 0.58 3-4 1 O-2 6;} BEAR OPENING HEADERS 4NMULTIPLE JAMB~STUDS EMPLOY A "QUALIFIED PERSON° AS DEFINED IN OSi1A REGULATIONS TO WALLS 3006 5.5 0,58 2-4- 1 5-7 a. 1 STUDAT OPENINGSLESSTHAN 8'-0" WIDE SPECIFY THE RE50LUTION OF SAFETY ISSUES. b; 2 STUDS MINIMUM AT OPENINGSGREATER THAVINTERIORFLATWORK30005.5 0.58 2-4 0.75 0=2 7.} REFERTO6RAWINGS FOR SPECIALSTUD CONDITION E. TEE CONTRACTOR SHALL L:MPLOY A QUALM IEI) Pi?OrESSIONI',L SHQRiNC EXTERIOR FL4TWORK 3500 6 0:4$ 2-4 0.75 5-7 SGBCOM~RAC~TOR TO DESIGN AND SUPPLY SNORING SY~CLT:S. SUBMIT ALL OTHERS N01 NOTED 3000 5,5 0.58 2-4 0.75 4-g F. .ALL MULTIPLE MEMBER HEADERS, BEAMSAND POSTS MADE1 4PROT-'OSEI) SHORING PLAN ALONG WITI1 Sl~IORING DESIGN CRLCUI.ATIONS LUMBER SHALLBE NAILED TOGETHER TO FORMASINGLE, PREPARED BY RND BEARING T1iE SEAL. OF R PROFFSSINAL ENGINEER NOTES: ~ USING NO LESS. THAN TWOROWS OF 16d AT 12° O.C. 1 LICENSL:D Iiv THE STATE OF COLORADO FOR REVIEW BY STRUCTURAL ~ ~ 1: TOTALAIR CONTENT. PERCENTAGERANGE, CHANGE T05 ] IF'EXPOSED TO FREEZING TEMPERATURES. ENGINEER. ~ G, COMPLY WITH MINIMUM STANDARDS FOR. FRAMINGCONNECT B. ALL CONCRETE IN CONTACT WITH SOILSSHALL USE TYPE I-II CEMENT, FORTH IN IBC TABLE NO, 2304.9.1 AND AS DETAILED, csa`NU. iTALS C. SEE SPECIFICATIONS FOR ADDITIONAL DURABILItY REQUIREMENTS. H. LAMINATED VENEER LUMBER LUL AND PARALLEL STRANC A FURNISrI i~NE SF~iA AND Gldr. PRINK OF~ SIfOP AND LR::(;TION DRAWINGS TO ~ 1, } LUL OR PSL PRODUCTS SHALL BE PLANT FABRICATE STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION, SUBMIT IN ,A D, REINFORCING; MILD STEEL REINFORCING SHALLBE ASTM A615WITHA CONTINUOUS PRESS WITH ALL GRAIN ORIENTED PAR TIMELY MANNER TO PERMIT 1C µIQRKING DPYS F~~CR nE~fEW BY STRUCTURAL MINIMUM YIELD STRENGTH 60 KSI, EXCEPT WHERE NOTED AS 40 KSI.ALL LENGTH OFTHE MEMBER.. dGINEI.R. REINFORCING REQUIRING WELDING SHALI:CONFORMTOASTM A706. WELDED 2 } ALL LVLOR PSLPRODUCTSSHALL BE SUBMITTED F WIRE"FABRIC S}TALL CONFORM TO ASTM AI85. ~ REFERENCE TO THE APPLICABLECURRENTNATIONAL G'. FURNISiI TWU SETS OF CJNCRETC~, G4ClI'~ AND MORTAR MIX DESIGNS REPORTPREPARED BY CABO, ORCURRENT EVALUATI Itii;LUDING STRENGTH T~F:ST GRTA AIdO MANUFACTURER' W LIIERRTURE 4N ~ ~ E, REINFORCEMENT PROTECTION PREPAREDBYICBO, RDMIX~URc.S FOR REVIEW B'' STRUCTURAL ~NGiNEER NOLAI~ER THAN 2 1. CONCRETE PLACED AGAINST EARTH,,,,,,,,,,,,,,,,,,,,,.. 3" 3, LVLMEMBERSSHALL HAVE THE FOLLOWING AELOWAE } rtEK:S PRIOIT TO ON-SITE !iSE: OF T`-!ESE ';!~ATERI+",! S. ~ 2: } .CONCRETE PLACED IN FORMS BUT EXPOSEDTO WEATHER. OREARTH; a. FLEXURAL TENSION OR COMPRESSION, , , , a. DARS 5 AND SMALLER.'. 1-1 2" b, HORIZONTAL SHEAR, . . , , , C: ~ENLRRI. ANT? SIB-GONTiiACTOR NCTES~ b: BARS ~ 6 AND LARGER. , . , . , . . . . . . . . . . 2" c. COMPRESSION PARALLEL TO GRAIN., . . ~ 1, ' ~{F GENE=RAE COHRAC TCR Sl TALL R~ I F4'+ Al.L SUE3M I11 ALSPRIOR TO d; COMPRESSION PERPENDICULAR TO GRAIN. , . , , } SUBMI' ~itL F{IR fil:ViEIP BY TH~_ STf2UCTUi~RL tN~GINFFl7 IN r". N0 SPLICES OF REINFORCEMENT PERMITTED EXCEPT AS DETAILED OR e: MODULUS OF ELASTICITY . . . : . . . . . . . . . 1, ACCURDRN~'F w9I~hH ~~~IE PROJECT SP1:CiFICrITIONS, AUTHORIZED BY STRUCTURAL ENGINEER. MAKE-BARS CONT'INUOUSAROUND 4.} ~PSL MEMBERS SHALL HAVE THE FOLLOWINGALLOWAB 2, THE STRUCTURAL DIEAWINGS SHALL. NOT f3E USED AS BAGKGROUNDSFOR ~ CORNERS. WHEREPERMITTED, SPLICES MADE BYCONTACT CAPS, SHALL BE a, FLEXURAL TENSIONORCOMPRESSION.,..:,,. } SHOP OR T_RECTION DRAWINGS. DRRWIIdGS P~~FPY,RED I~'J THIS MANNER 38BAR DIAMLTERSMINIMUM. b. • HORIZONTALSHEAR AND SUBMITTED FUR REVIEW TO ~I~HF S;RiICTURAL ENGINEER WILL BE C. COMPRESSIONPARALLELTGGRAIN.,......,. 't RETURNED RL:JECTED AND CONSID'RFD ASNOT B4.IiVG IN.CONFORMANCE G. DETAIL BARS IN ACCORDANCt WITH "ACI DETAILING MANI7AL", d, COMPftESSIONPERPEND'ICULARTO GRAIN:,,,., WITMTIIC PROJECT SPECIFICATIONS. PUBLICATION SP-66, AND "QUILDING CODE REQUIREMENTS FOR REINFORCED e. MODULUS.OFELASTIGITY 2, CONCRETE, " RCI >18, LATEST EDITIONS. PROVIDE DETAILS INDICATLNG REINFORCING CONTINUITY AT CONSTRUCTION JOINTS.' I. BUILT-~UP LVCAND PSL MEMBERS: CONNECT MULTIPLE;M ROWSOF I2" DIAMETER THRUBOLTSSPACED AT 24 12„ H: PROVIDE RCCLSSORIES NECESSARY TO PROPERLY SUPPORTREINFORCINGAT HOLES SHALL BE 1f2"IN DIAMETER ANDLOCATED`2FR POSITIONS SHOWN ON PLANS AND DETAILS. ~ BOTTOM OF THE MEMBERS. STAGGERROWSANDPROVIDE h BOLTS'AT EACH END OF MEMBERS. ~ PLACE 2- 5 1 EACH FACE WITH 2' 0" PROJECTION AROUND OPENINGSLNI ) CONCRETE; PLACE 1-~4 (IN TOPPING) WITFI 2' 0" PROJECTION AROUND:. J.' GLUEDLAMINATEDTIMBERS (GLULAM}: 1 OPENINGS THROUGH FLOOR~TOPPINGSLABS, UNLESS NOTED; 1.) GLULAM MEMBERS SHALLBE`MANUFAGTURED FROMVI DOUGLAS FIR-LARCIi LUMBER: a TRJ, PROVIDE SLEEVES FOR :ALL PIPES PLACED N OUCH CONCRETE. 2,} PROVIDE MEMBERS WITHALLOWABLE STRESSESCONF FOLLOWING COMBINATION SYMBOLS. AS SPECIFIED I K~, NO QPENINCS OTHER THAN THOSE SNOWN'ON THE STRUCTURAL DRAWINGS ;iB OF THENATIONALEOREST PRODUCTS'ASSOCIATIa SHALL BE PERMITTED .UNLESS THE ARCHITECT'S RN6 STRUCTURAL DESIGN SPECIFICATION, CATESTEDITION: I ENGINEER' S APPRO~IAL IS SECURED. PRIOR i0 THE PLACEMENT OF a, SIMPLE SPAN'BEAMS : . . . . . . REINFORCING STEEL: b, CANTILEVER OR CONTINUOUS SPAN BEAMS„ c. COLUMNS, HANGERS AND TRUSS MEMBERS.. , ~ , x x 0 Project No: z s 07010 x Sheet No x x 03 l t. PC7~T SCHEQULE E ~~e 2} 2x4 aF~2 2x6 aF~2 3} .2x4 aF~2 2x8 DF~2 3 4 2x4 F 2 9 8x6 of 1a~ ~ # 4 5 2x4 aF 2 10 8x8 DF 1 I~~~~~~1~ 2} 2xs aF~2 ~ ~ ego ~4a-ia~t~ 2xs aF 2 ~ ~ tax (97A) 748.1471 1. PROVIDE A MINIMUMOF (2) STUDS 4 EACIi 4EAMSUPPORT IF NO POST IS DESIGNATED. 2. ALL MULTIPLE STUD POSTS` SHALL 6E CONNECTED PER K~SS.11 3. WHCrRE NAILS ARE USED; EACH ADDITIONAL STUD IS NAILEa TO REMAINDER OF STUD PACK AS SMOWN ABOVE:. 4. CUTTING ANDNOTCFIINC OF STUCTURAL PaST NOT ALLOWED ~ 5. BORED HOLESARE ALLOWED INSTRUCTURAL. POSTS WITHTIIE FOLLOWING LIMITATIONS (g7 )74~&or115.1 HOLE DIAMETER < 7.5% x POST PfIDTH @DRI!_LED FACE. 5.2 CLEARANCE FROMEDGE Of" HOLE TO EDGE OF POST > 1". 5.3 CLEARDISTANCE BI~TWEEN IN-LINE N01_ES > 2x DIAMETER OF LAIIGEST HOLE, 5.4 ONE HOLE MAX. AGROSS POST (MULTIPLE HOLES ALONG POSTOKAY IF TNAY MEET THE REST OF THE REQUIREMENTS LiS~(ED ABOVE), J4 T,O.PIER - 8'-6~~ B.O.PIER = 4'-6"t T.O.C, (E PATfC t ~ 160. SONOTUBE PIER TO BEAR LL = ~'-6"f ON NATIVE OR COMPACTED STRUCTURAL FILL APPROVED BY CEOTECHNICAL ENGINEER" 3 PlC C ~ ~ 55.01 S5A1 S5,01 I- i / ~ / 7` 7` 7`/-i `"/77' 7' 7` f.Y`°l~' 7` 7` !-l7 7` 7`~""!_/'.~'7 7 ~''f_" ..y 7' 7`' 7F` J."/~,` f 1~ ~II / , i ~ I, ~ f I~ STUDY / / ~ MASTER , ~MASTER .y / ~ _ - BATN I ~ / - - --iJ i I I e~..____.._ _ I / i ,Ii~ eLOSEI it _ _ ! f, ~ ~ T.O.C. E Lip i. ~ ~ I ~ ~ i , , i - ~B ~ A / J A 2 ORAGE ~ / - --I J~ J ~ TYF BATH 3s5. 0~ - f I . _ % _ _ BATH ~ 2 /I ' / BED::: ~I ~ - { i ~ - - `l / G -i , f _ MECH. ~ 1 / fr~~ ~ E ~STAIRS ME - ~ < / / I ff//; /f / / //fief//' z///tf- - I '1 f II fI I;AI PFOUN.pAT I ON PLAN NOTES; , w..1. ALLOWABLE SOIL BEARING PRESSURE = 2000 PSE 2, SLAB-ON-GRADE SHALL BE 4 INCN THICK NORMAL WEIGHT CONCRETE:3. REINFORCE SLAB-ON-GRADE WITH6X6~W2.1XW2,1W.W.E. CENTERED 1N SLAB CONTRACTOR SHALL VERIFY AND MAINTAIN 48" FROST DEPTH TO BOTTOM OF FOOT!T.O. C.5. TOP CF CpNCRETE SLAB ELEVATION NOTED THUS; ~ p ONPI:AN r EL = XX - X 6, TOP OE WALL ELEVATION INDICATED THUS. ON PLAN.B.O.W. = XX'- X"7. BOTTOM OF WALL ELEVATION INDICATED THUS: ON PLAN. w,8. CENTER FOOTINGS LINGER WALLS UNLESS DIMENSIONED OTHERWISE ON PLAN.9. FOOTING TYPE INDICATED THUS: X ON PLAN. RE: SCHLBULE ON THIS SHELL FO~~ dINFORMAT101J. r~ 10.' POST S12ES INDICATED TNUS: X 'ON RlA1J. RE: SCHEDULE~ON THlS SHEEI' FI11.E== INDICATES EXISTING WALL TO BE REMOVED 12: INDICATES NEW'2z STUD WALLS W STUDSC-16'" O. C. MAX ~13. INDICATES AREA OF EXTSfiING STRUCTURE:w Projed No: ca n o7mo caS2. 1iri s IMN~W 11~#N It ]iN+W1 POST SCHEDULE MaftK SIZE MARK S4Z~ ~r~l~ a~~z ~ ~xs ~I:~2 wl~r o~~~ ~ Ilxs ~F~~ Zx4 DF~2 10 8x8 DF~1 p,~U'~~0 (2) 2x6 DE~2 ti : 'R~ Q :~i~, 9 3) 2x6 DF~2 ~ ~ '3~Sv)Y~wL~; m `T.O. PATIO a ~_a-~f 1. PROVIDE A MINIMUM OF (2) STl1DS @ EACH BEAM SUPPORT IE' NQ' ~ i ~ i ~ r;,~rrfrr~rrr rf ~rri rilrr~rri rrr rrrr~rrr 11//// t// ///f!!//////// /f!/r/!/7! rf ( I ,r MASTER f I MAST RI _ J aATr END" OF (ErI ~ I (E) BM TO N BEAR ON NE' I` _l~ 1 I, ~ CLOSET / ~ T.O. S.LP.G / ; a= -s~ cII i , i / ///i r/y FORAGE 2 ~ r / ' z I ~ 2BATH ~3 r E 55.11 ATH ~2 ~ / ' ~ ~ _ _ n BED ~'r / MECH. ~ / _ _ r 1 y, I / ' / i STAIRS TYP - - / ~F A / / i ~ ~ 55.11 ~ 55.11 ' /i / //i / //'r/i / / '/i /!/tr//i i rrd/; i /r///r//~ / i i ii r. ~ /1 r 1 4" ~ 1'-0" FLOOR FRAMING NOTES: i. FLOOR DESIGN CRITERIA: DL = 20psf LL = 40psf LL DEFL = L/360 2. ALL WOOD BEAMS ARE DF~i UNLESS NOTED OTHERWISE 3. FLOOR TO BE STRUCTURAL INSULATED PANELS (SIP) W/ TpTAL THICKNESS 4. ALL SIP PANELS ARE TO BE INSTALLED PER MRNUFACTURER RECOMMENDATIs ~y 5, ALL WALLS AND ROOM NAMES ARE FROM FLOOR BELOW. 6. -INDICATES EXISTING STRUCTURE TO REMAIN c ~ 7. "-x-`INDICATES EXISTING STRUCTURE TO BE REMOVED 5. ~=VINDICATES EXISTING WALL TO BE REMOVED u 4, 9. j~INDiCATES NEW 2x STUD WALLS W~ STUDS @ 16 0. C: MAX 10. XX INDICATES WiNDOW~D00R HERDER. RE: SCHEDULE THIS SHEET.. ~ 11. ~,J INDICATES AREA OF EXISTING STRUCTURE 12. FLOOR PANELS RRE 31 » THICK CORE °R-CONTROL" STftUOTURAI'2 INSUiATED PRNELS. U.N.O.- _ pnooms 0 h HEADER SCHEDULE 07010 S2.1t NO SCALE .MIYC CO O S2.11 r F 4N MI~I ROST SCHEC}ULE f~ARK SIZE SARK SIZE ~!~'~91 r~ ` z} zx~ a~~z ~ z~s a~~ 3} 2z4 aF~2 ~ (5} 2z6 DF~2 zx~ ~~~z ~ sus a~~~ zx~ a~~z ass a~~~ p,D 0 ~?F 2} 2z6 aF~2 0 i KJ 55s~ - - - - - - i iii ~ -I o_ o~; F ~ ~ ~ A N r 4:12 412 ~ S5.2 ( EC~X~Tn~EppRAqI~~Of2 II I ~ Q ~ ~ L...- ~.~-N X o _ _ ~ X_. .W.. 4OIx~ x M ~ i I - ~ _ 2 9 °-LVL ~ (1 ~4Ipt REMOVE ~'4LL BELOW ~ I ~I" S5.21 ~ ~ i I E WINDOW AN6 INSTALL > , ~ nO11 ~ ~2) 9 fa LUL ~ NEW DO ~ RE: ARCH, ~ I _ I IIr - ~ IIIIMEDIA ~ X 2 9/ LULO4 Q, I CV I ~ O I i MuD i i / I ~ LfVING I I J I I _ J I I ~ ~ ~ i ~I~ _ _ r v ~ E - ~ ° (E) BEAM TO BE REPLACED i -1 ~ ( I Nlcu~ I H i W8X31 I ~ ~ { 55.21 55.12 ~ - J E 1 i t ~ ~ ~ I ~ 55.zt I ~ ~ ~ ~ 4.12 4:12 F i i ~ ~ ~ ~ 55.11 w F , A B S5.21 o S5.22 S5.22i - - I (E) BEAM TO BE REPI~CED - - POIUD~R g - I -i W8X31 - -I PANTR ~ - - III I I I-I - -I II ~I I~----I ~ KITG N ~ ~ NINCx - - - I I I I ~I--I I I ~.-J I---- ~ I I ~ - 1- I ~I I III I IIICV i I srAIRS o i LAUNPRI' I rI G ~ o ~Lec. , I . I 55.21Q I - -I- 1--- - - ~ - - - - - i F !N P 1 4" = t'-0" r ROOF FRAMING NOTES: 1. ROOF DESIGN CRITERIA (EXISTING DE = 30psf LL = EOpsf (4: 12 ROOF) LL DEFT. = L/240 Q 2. ROOF DESIGN CRITERIA (NEW - DL = 20psf LL = 80 s f (4: 12 ROOF _ P ) LL DEFE = L/240 3. - -iNDICRTES EXISTING STRUCTURE TO REMAIN cri -x-a 4, INDICATES EXISTING STRUCTURE TO BE REMOVED N 5. ~ ~ VINDICATES EXISTING WALL TO BE REMOVED 6. INDICATES NEW 2x STUD WALLS W STUDS @ 16" Q. C. MAX: ~ 7, RLL WOOD BEAMS ARE DF#1 UNLESS NOTED OTHERWISE 8. NEW ROOF FRAMING IS TO BE 2X6 @ 12: 0, C. U. N. 0. a 9. ALL WALLS AND ROOM NAMES ARE FROM FLOOR BELOW'. c, 0 z ,_~T tz Pf"HK x B HEADER SCHEDULE o S2.11 No SCALE NK S2m2l li I~ 2z STUq ~JAII --WOOD POST N RE: PLAN 2x6 TREATED ~ ~ SINiPSON CB POST BASE ~ ~ wl 46 -0.C, MAC i 10"~ ISOLATION PEDESTAL 2) ~3 ~ DOWELS Wf FLR FINSH rv RE. ARCH 3 CLR3" OLR (2) TIES ~ 10° 0,0. NEW FDN E FDN TYPTYPCONCSLAB-qN-GRADE WggD POST ~ RE: PLAN (E~ fi4tC. ~~.~ m~:, (E) SLAB-ON-GRADE TA.M! - A 1 1.. L. x___x_______X~_._X SIMPSgN ABA PgST RASE °4 ° ° PUN o I I ~ ~ CUi ~Ea SLAB T.4.f, r~ y,, ~ ~ ° ; ' ° EQR NEW CONC ~ ISQlAl1gN J41NT . ab _ ~ I i ~ III ~a ~ ~fG E 2, ESLAB-aN-GRADE ,F-- ~ - ~ FqR SIZE &REINF i1 ~ 1 Ei~~ 'E Q ,CgNC WALL t~/ ~ or z 5f~24q.C. UERT ca o~~ C~Ck~(~ oOoCa 7 ®16'' O.G. HDRI~ ~ ~~E} _ j ~ ~ 'd'JN fOR FTG SIDE 8c REINF 5x DgWELS Q VERTS ~ EQ EQN B' RE. SCHEQ N ALT LEG: DIRECTIgN RE; PLAN CgNTr~G w/ {2) ~6 ao.~ PVw _ao. F: 111 -RE: PiAN Fi~H F N ATI 4" = 1'-0" 3 4" ~ 1'-0" 3 4" _ 1',Q>k` S5.a / S5.a / SS. a /HEAVY NEx NUr o ° STANDARD WASHER o " z a r ~ 't- IT.O. CONC v~ _ _ z _ - NEw rDN _ ~ _1Er~ON p ~ ~ p i W m ~ a w~ m~ T WASHER NwRE: SCHED BOWELS ~ 24" O. G. i, „ ~,xi 1U 9 6" ' DRILLa~8~~ I,OLE IN (E; CONC & 3 SIDES EPOXY GROUT W HILT1 HIT HY15q ~~s HODK < NEW SLAB E ' SLA . L6.W. i 1~.- r---- HEAVY HEX NUT 0 LENGTH PLIIP) _ ~ / r ~ I j TYPE I STANDARD BOLT HFAD 1YPE II RE: SCHEQ ff off/ f',f~ff / f ff /f i f f f f ~ ANCHOR BO TCHEDUL , „ „ f f f L SE /f /ff f1-4 6 f f/; / f f f f/ f f f f f f/~ 801.T WIIAi PLATE WASHERS f f f f f/ f f f i DWEiERE16EDI~Nf ~ T.O.C. f f f i f f~ f, f~ LflrG~H DIAMETERT~i ; r 16 i - -f f f f ~a 10 3 ~2 ~o~ o~ ~,ooo~ ~ i ~ f r 1/ ~JoOo;,`~0~~000 ~oC~o ~ ~f f', ~`ff / /lf f f / 3 12'• 5~~ 2~~ ~ i~ llllf f f / ~ ~4 2 / f ~ ~ f f f / , i It iTfiT ,f t / ; ~ j ~ ~' i I , ~2 ~ 2 NOTES:1. ANCHOR BOLT STEEL GRADE SHRLL BE ASTM F1554 GRADE 36 UNLESS NOTED OTHERWISE INC01_UMN BASE PLATE SCHEDULE.2. REDUCE ANCHOR BOLT EMBEDMENT AS REQUIRED TO SATISFY MINIMUM CONCRETE COVER AT BOTTOM OF FOOTINGS, ETC. ~ REFER TO GENERAL NOTES FOR ADDITIONRL INFgRMATIgN:3.` THIS TADLE APPLIES CNLY TO ANCHOP, BOLTS EMBEDDED IN STRUCTURAL CQNCRETI. • - I 4. ALL kNCHOR BOLTS WITH EXTERIOR OR BELOW GRADE EXPOSURE SHRLL BE - HOT-DIPGALVANI? ED.T E AN HOR BOLTS8cNFDO Q 3 4" _ ~ `-0" NO SCALE F 3 4" ffi1'-0" ss.a ~ s5.asv.o i i' 1 I_ u W s c~ 110 s N S5mOl NEW l ~-----NEW 2x6 EXTERfOR ANEW 2z6 EXTERIOR STUD; ~ FXIS3ING NEW STUDWAEE SR1q WALL ATTACI E SJ.P. FLODR S.I;P: FLDOR TOP ~ r,,~--ATTACH (E) S.I,P; TO ~,,...--y--ATfAGH ~.I,P; T~ ',~MMMI'~ _ rna ~ ; wf ~ 1 P I~FR wnnn = rt1P ~ Wf fi 1,P MFR Wil(lEl _ _ n SCREIti 4~/z S.I.P. 4 /z S.(.P. N MIN r , _ .r_. ; f -t._i_. i, --r1 PROVIDE PLYWUOD ATTACH EDGE MATER{AL - ~ (E~ S, SIi1M BI_LO~N S,1.P, TD'(E} S.IP. W/ MIN dF EULL ENGTH DF BEAM 1Dd-NAILS CM 6" D,C: as REVD INTU ~ SPLINE, O NEw E3~~!,~~ ~ EBCE DF STUD. E~ S.LP. IRAN'SC10N RED Pl~'V L~ B I . S.i.P. E P * . NEATASTIOTYP ~t_ S5.# 1 ~ S5.11 ~ S5,11 / Tyr t E~ WALL ABOVE i. Ti~ ATTACH E S,hP. TO BEAh~ W S;l.P. O ~_i MFR WOOD SCREWS ANGLED ~ 24° O.C. EA SIDE OF WALL ~ ST.AGGER e ~ ~ ~ ( ROWS ~ MIN SHANK DIA 0.19"~ PRD~DE 10d ANGLED NAILS FRDM E S.I:Pt PARTY WALL ATTACN (E) S,LP, TO BEAM W S.LP, POST TO SPLINE ~ 12" O.C. ~l ( a / 1 1 a MFR WOOD SCREWS ~ 12' N'MIN VERTICALLY ~ 4 CORNERS 4E` POST `vim SHANK DIA 0.19" , ti ,r---~-- - - f ATTACH SPLINE (Ej S,LP: PANELS TO (C) S.I,I . WI X14 W4OG SCREPr'S r B ~ .PiEAMRE' .LAP! ,, i PIAN BEAM BECQW WALL ABOVE 1 i. i. PNAMI.P. PANTYWAPARINFIFR 3 4" = 1'...p" 3 4" = 1'-p" 1 1 2" ~ 1'-p"S5.11 ~ S5.11 ~ S5.11 ~ NOTES: CONNECTOR PATTERNS SHOWN ARC FOR GANGED STUDS SNEAfHED ON AT LEAST ONE NARROW FACE OF THE MEMBERI o GIRDER Z _ ~ BEAM ~ ~?E; PLAN ~ ~ „ 1 I2 Typ N T.q.tl~. ' o G N 16d COMMON iJAiLS w-..~:,.,.,_ _~SIMPSON HANGER SEE NOTE 2 ~ RE: SCIiLD ~ , w - h'~ THRU BOLTS Q 2'-0~ O.C. ~ TYP R. f3 CONNECTOR SCNL~DUi..E BEAM hIANGER COMMT:NTS I_UL COLUMN DIMENSIONAL LUMBER r ' 2~ lv '~9~ JUL. IillS410 NOTES: 7. PROVIDE A MINIMUM OF (2) STUDS 0 EACH BEAM SUPPORT 2. FOR DIMENSIONAL LUMBER STUD PACKS, NAILING SHOWN iS FOR EACH PLY'S 3. STUD PACK MAY BE SUBSTITUTED FOR POST SIZE CALLED OUT; MATCH LUMBER GRADE. 1 4, PROVIDE TYPICAL SHEATHING NAILING TO EVERY OTHER STUD. Nee D10 D ) ~ WOOD BEAM/WOOD GIRDER rKGANGED POST (SHEATHEJ SrJ.~ 3/4" m 1'-On ~rJ.~ NO SCALE sh"Na 11S5all t x E) TRi1SS FRAMING f//lLil,, /It _ l ~ ~ / ~ / iViS~ ~ f ll /l / l /i / ~ f /!f!t /////1/fl/ //Il/!lf/ ti / h,'f f/f//r!//ff/ff/1 / I' ~~'~f t1~/% ~ (E} ROOF FRAMING E) BEAM E~ ROOF FRAMING ATTACH TOP TO E BEAMPROVIDE2xBLOCKING { a~- WI (2) ROWS OF 1~d NAlCS24" O.C. BfFTvEF.N J 0, STAGG WTRUSSES ~ 2 C, ER RO S A1TAChi TOP R TO 1Fa TRUSS~2z BLOCKING 'W~ 2 ROWS OE ltd NAILS NEW2zWAlE 12° O.C. ~ STAGGER RDWS NEW 2x STUO WALL: - RE: PLAN: ~ IX 3 4" = 1 `-0" 3 4" ~ 1'-0" 3 4* : 1 `-Q" rS5.21 / S5.21 / 55.21 / 4229-A 4229 NO WORK > ATTACH (E) 5,LP. TO TOP OF REAM ~ RE: F' S5a1S.?d ~ D _ _ _ _ _ lL-) S,I,P.GEILING ~~cl., - 55.21 - ' a r / 7/ > ~t,r _ , ~f%`~` f/f~ ~L~/ff_ / / / 1, ~ ~ / B R PLAN i ~ y / KING STUD EA S!0 OF f , / E REAM. - I/ / r~ i/ / f_f/;I ~ / j ~ ' / ~ k~ / -POST BELOW REAM i ; - ~ ~ / / / % / ~ RE: PLAN i , . ~ /I , ~ HEADER ~ ftE; PLA1v ~ i / 1 / , i ~ ~ ' ~ ~ , ; ~ ____-- TE'IMMEiZS RE: PiAN S5.11 i ~ ~ i ;CUT OPENING FOR NEW POST' r KING STUDS ~ RE: PLAN ~ / / + + / / / y ~ ~ ~ INSTALL NEW SPLINE i,/ ~ % A1TAGt1 KING STUDS f0 SPLINk / ; / / ~ EDGE OE (E) S.LP. WALL W~ 8d NAILS @ 6" O.C. VERT : / ~NSIALL NE6 ShIINC Q EA SIDE OF WALLEDGECh (E) S.LP. Ih'AIL Wf 8d NAILS Q fi" O,C. VERT ~ ~ ' i'~' ~ ~ G1 , iuE Of WA_I_ ~ , s~ i tMPKPTPEAP ~ W P I~IN .I.P. ~IALi" 3 4" ~ i `-O" ~ 3 4" ~ i `-0" ~ 3 4" ~ 1'-O" S5.21 / S5.21 ~ S5.21 / L FOR CHIMNEY SIZE & LOCATION nAk 1 ERS 1~L: PLAN 2x,.BLOCKING r a t RAFTERS: ~ RE: PLANnE. ARCH 5521 T.O. CITYiGd (D 4" O.C. RE: ~APA SHFAIIiINh s FULL DEPTIi BLOCKING 1~ SIMPSOhJ B~.SP, I1 RIDGE REAM ~ RE. PLANI I ~2) 3~4°~ LAGS PJ MIN 4" : h PEN INTO BEAM ~ TOP & i- BOTT OF POSTBEAM ~ RE PIAN POST ~ RE PLAN 2} ~ "4 LAGS NT6 TOPlI ~4 OE POSE ,v IMBED 6" PEN POST ~ RE. PLAN n 0 i, CENTER CHIMNEY RAFTER v, BEAM BELOW STUD WALL CHIMNEY HEADER BEAM UUNN IU W ILK bLAM z W/ SIMPSON NUSC HANGER E 3URF- CCHIMNEY FRAMING rM-"~ ROOF-TOP CHIMNEY FRAMING OWN 3 4" = i'-0" 3 4" = l'-0" 3 4" 1'-0" 55,21 ~ S5.21 ~ S5.2 / S5.2 3/4" 19-O" FOR ADO~I4NAL INFORMATION RE: A 55.22 / 2x ~ ~ ?_ENG?'}T CUT T4 FfT FlA#JGE z S(UD WALL W1DTN NAIL TO DEEM Wf ~2) 0,145"~ DRCVE PINS KING STUD Wf (~7 16tl TOP s~ N EA SIDE E~ S,LP. PANELS BENT ~3~a~ ~ ~ x0'-7° TYP 5TU[1 WALL, E S.I,P, PANELSt) ATTACH (E} 5,LP, TO BEAM W/ S.(.P. W/ ~lak~ BO TS l~~i~i1W1 T.O. t MFR WOOD SCREiNS 1,~" N MIN ~1 a~~1f x0'-6" '~II1~lq~PACK WEB SOIiD°~ : SHANK DlA 0,19 ~ ~ C BLATEREI1NOEAM W~~2) ~/4'~ BOLTS STEEL SEAM ~ BEAR FULL PIOt6~ E7 S.LP. PANELS DEPTH Oi S~UQ WAIL f'-~~~~ I ~ ("111)_"d~A"I fhC 0 Mx ~~aT~ w/`(2} ROWS 0.145°~ P.A:F. 12" O.C. N i LVL BEAM RE: PLAN BEAM N RE: PLAN - SIMPSON LBV 3.56/9,5 PA 3 4" ~ 1'_Q" 3 4" = 1'-0' 3 4" m 1'-~'S5.22 ~ S5.22 ~ 55.22 ~ 4 k D f f w a cv c~ - i11 L~ W PaNNt U 010'10 r - CD co S5w22