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Home My WebLink AboutLand Use Case.1039 E Cooper Ave.A17-91 CASELOAD SUMMARY SHEET City of Aspen DATE RECEIVED: 3/29/ PARCEL ID AND CASE NO. DATE COMPLETE: 2737- 182 -34- 024/039 A17 -91 STAFF MEMBER: KJ PROJECT NAME: Chateau Roaring Fork Stream Margin Review Appin. Project Address: 1039 East Cooper, Aspen, Colorado 81611 Legal Address: APPLICANT: Chateau Roaring Fork Condominium Assoc.,Inc. Applicant Address: 1039 E. Cooper, Aspen, Co 81611 REPRESENTATIVE: John R. Baker, AIA Representative Address /Phone: P.O. Box 448 Carbondale, CO 81623 963 -9026 PAID: YES x NO AMOUNT: $113 NO. OF COPIES RECEIVED 1 TYPE OF APPLICATION: 1 STEP: 2 STEP: P &Z Meeting Date PUBLIC HEARING: YES NO VESTED RIGHTS: YES NO CC Meeting Date PUBLIC HEARING: YES NO VESTED RIGHTS: YES NO Planning Director Approval: Paid: Insubstantial Amendment or Exemption:_ Daterriyrn REFERRALS: City Attorney Mtn Bell School District City Engineer Parks Dept. Rocky Mtn NatGas Housing Dir. Holy Cross State HwyDept(GW) Aspen Water Fire Marshall State HwyDept(GJ) City Electric Building Inspector Envir.Hlth. Roaring Fork Other Aspen Con.S.D. Energy Center DATE REFERRED: INITIALS: FINAL ROUTING: DATE ROUTE: 49104_INITIAL: K� oti�� City Atty City Engineer oni g _ Env. Health Housing Other: FILE STATUS AND LOCATION: At , ..., A - ! A ISA ��f■. SS ~ 1 0392.Coof.,- 1~ Chateau Roaring Fork Stream . Margin Review Application r ' 2737-182-34-024 etc. A17-91 li 1 ) 0 3 f-1--+40-- 644Â» "/wel 0 1-1 1/1- 1, S M A 1 \ll % A - CUT BACK ExlgE PECT- WIPTH THID AF-EA - 58% 75-. 4/52 1 / r 0 1 1 - - 4 4 2 1 U Â£ 11 J 'Am NEW - . 4%8 1-*Fit- 14 i fÂ» El APHEavE= ~D ANCHqz_ . A faurD<CÂ»: ~..~ E---0 rEEFF k..\\ I al Â£797=El 1 \\\. 1 \.01 rih }kEKÂ«$ It 1 1 1--0---_rl 1 1 n 0 Fl r-90 ----- .-- - --1 4]r 1 1 914% P-1-9 - H Â® - .1----- ~ L~1 6 57Ap 1 â„¢15 AREAI ' 1 E--- -*-- --7 DE* 1 F -1 1 n nl\ F.. O 12 h POWN I , 34-1 -f---- - ---------1- 2 r %%1â‚¬FT 4,3(Ill 1 r U 1 1 1 -1 1 Z] 7 75 10 13% 3/I,=, T* 6 0 3 A Â¥16" (TYR (2 CENT* PELMS) 1 ve' N L Id. 4 1 1510*5*3/1, | mlovE- EXIST At FED'p + 1 ~ \L__ EMS W/ MDME.MT \-1 mIl e CENTEr- WW . 7, A 47 4/ n 1 +579 *W 6 0 12 F.5. \ APP NEW 6*12 3 1 4 REFL~CE 3 K 611 -[44 p CoHHECTIC,HS To Â£>F- ELST BHS APP HEW 6% la Ell [j FEr.ove ExAT AS '~ ~ / 8 '49 1 71> P RBI THâ€žE ARRAS | EX 1'*T #146. @ t OF IHTERFF. WA-L I FEQ'P 4 %1Â·ALE. 12 1 I 11 /- A Â«\\ Â· 1 E--711 n W 54" 74- 4 91<61 FEÂ·MovE I M*./ (7Â»IM L ...2 1..\\ Â»06Â« Â» MATCH gÂ®.#56 mil 1--I l . I - k q -- A 1 -7 73 0/3/9re k/\1 THIRD LEVEL FRAMING PLAN Â¢ PRA 1 i I ~ NORTH APP HeW WIZ. 12.45. 1 50,/H o SCALE: 1/80' = 1'-0" CoHHELTÂ»NS Tcp 75 ID*.3'KNIbl' P// D lows * 8/1,11 "12 2*16, Drls W MoMENT u to â€¢ 1 1 \~APP HEW -2%19'r â€¢ME, , , 1 STRUCTURAL 31~ ENGINEERS PATTILLO ASSOCIATES 715 GRAND AVE. PO BOX 751 GLENWOOD SPAG S E _ COLORADO 8160; 303 945 - 9695 Pt- 1 Q 1 3 - m k 1 m O---3 E] r-77729 k Â«>h\- 0091 EE-7-1 ' n 4 4>xi n n 1., . ;. I n r--1 kÂ·..:.â€žex.,3 n n l. â€žIn n 1 3 n n IT h 13 1- L J 1 14\ 1 FE 1 1 f %r 1 Lap I lEi 1 *TAÂ® 4 15*41F1 1 RÂ«< Â«041 - n fl 1......, \ . , ... . \AN xi n n A ] 1------------1 Up f 1 1 r EXijT 4Â«12 I W " W A I TO lox'lx 3/16" (TY'F) 4 . L d d.a k NCI 1 /94 1 SECOND LEVEL FRAMING PLAN ~ NORTH n ri-mil r==-9 1/377-/7 n ~ p--<-T ir 1 SCALE: 1/8.1 = 1.-0,1 ~ k_ -1 L_ 11 SP,1 R ~ 661AIR 7 ' - i QWN /lf' 11 â€¢i- ~UKPH E.W TO 10*3%3/16" (7Ft i 6*12- BMâ€¢5, 4+9~ Â· A 45 U , 4 - --3 E n RF--*r7 IN ' *\ 121 ROFFIP r.1 - - --5 Â»1*Not 4 -1 1 ---0----1 1 i 1- 1 U.. . L | ~F""--7 Ii-- M I -----.---7 V - L Sm 1 STAITC 9 1 [4/H L. -- - - ----- - - ~ ~ 4i r EXIâ‚¬ir 6%12 1 w i 75 10*3*3/16.1 (TYP) 2 1 97/ L 2 4.0,1 4/Cov K A 1 OR. BY P.1-,4 75 ta CHK'O RM R FIRST LEVEL FRAMING PLAN ~ NORTH 3-_-Il_----0_-_---0-_-_-_EZZIEI---LÂ· Â»3-__CEE33_____01--3 9---A<- r NE / +1 SCALE SCALE: 1 /8" = r-O" Â» A \\0 L _ - J kl pRO J.NO. 9Â£Â¥>sl DATES 1/16/91 - PRIC' HA -- W 11'mil \LIA[D +1 1-6 10 K 3 K 3/6 11 (Tfp) 412 eliS 2/21/91 - 11'p 5/7 54351 â€¢,t>/'d) '503 t~J A C Â£ r.9 1 < 1 :~.6/4 AEVISIONS 3 - t -----'-2-j III 3. , Fs Â« I'- 7 ~ ~ 7 E 2 6-r 8,1 , 1 1 1 it -4 . 4 4 d 1 it r t r + r -1 1 t !---2 2-2%12-â€ž~ F 1 2- 2.*12 t-t E-1 f EX'sT 6,4 14 . 4 u 4-1 t .-1 81' 16.~ 1 - 1 L--1 E--1 1/4 / t 1 4 M I 5 2 / I I--1 rr-I ' f +1 1+ 2-1. . 67 L__1 L_J -06 10% 5% 116, 4--- L-_L m| 2. 2-2,10 N I 11 /- .1 7 92-1-__u El Li APP HEW e Mi Li 2 -2- 2.0 jo 1 7 d 09 .1 'dy ------ - ------ k--4 +1 - r--IW12*40 9 9 rÂ«-rze y trÂ· 1 PE'K THÂ·P> FEA FI Elze [THAH>FEF pri. ~ KEdÂ£*terPAcr EXIer 2,% I'ST CPHO 1 ' \.82 FTa LA&#f-L--JL_ i _ ___ I v- 17\ t-- ...44=--46- .. - .' --- / \ -1 F== NEW *& 4 2 E-*117 6,>ar / r--1 SHEET TITLE 4 r -Exrt'r 54 --e FRAMING 8 tl A. iaw % : 7. r 1 L__1 $ _LU - - FOUNDATION PLAb a 1 4 EXIST 9/G . . 4,67 FrA. 51 00' i 5'-D" BEINE W/6 - 4 5 LOHEI. f F \- -1- ----- 1[48 -1---- L - - - - h#1- -- -- -1-le' 1 /1~ r-r FiÂ·. Â· - ; GARDEN LEVEL FRAMING /FOUNDATION PLAN ~ NORTH -1616>,3*Â¥R"(TfF) L_J L--1 L--1 5- 4*4 T'*Hi,yIEÂ¥-Â«- / OV E<AVKE APJ. 122 Â»IST SCALE: 1 /80' = 1'-0" -15 24- AMB-J a / f/ L t. fri i PLALE- -;Hlq<mi:p /23\ W 4/ ED*#2- 0010 3-448 CAH SHEET Sl OF 2 "9[/* .6 >(01 91 >IHO:I ONIBVOW AVE1Â¥HO &11Vd3H )1030 Â» EXIST 6%12-F:5.(Trp) -k GENERAL STRUCTURAL NOTES GENERAL 1. Design is based on the 1988 edition of the Uni form I i . CA 40 1 4,AR Building Code. Design Loads: Roof (snow):............L.L. = 75 PSF 1 Terraces:...............L.L. = 100 PSF Balconies:..............L.L. = 40 PSF 2. The Contractor shall be responsible for the temporary ep'/ shoring and bracing of all systems and protection of Â· tx - all adjacent structures. 4 lire " d. 11 3. Ts~~w~o~tirthactulh~~~~ut~f;41,?f;;T-~sluvuf yan~LJNCE/-ons 11 - Â»C"-0 - Â» I-/ 11 11 - - - - - - <~16 Tb 10/ 3*4 . immediately of discrepancies. 3% 4 45/ 4. Notify Engineer if any openings are to be cut in e structural systems for mechanical or electrical items. 44 r 6 40 5. Design is for new additions only and does not include U 1,13/ investigation of the existing structure. ---Et 4 * -J ID t.__ - FOUNDATIONS 4% m a - 4 4 1. Foundation Design is based on assumed soil properties 9 1 9 as follows: 8 Allowable Bearing Capacity = 3,000 PSF. 1 4 Soils are presumed non-expansive, non-soluble, and not 4 prone to excessive consolidation. Specific soil 4 4 properties shall he verified by the Soils Engineer upon 41 excavation and prior to footing placement. %322% 1 10Â» Â¢ Covili I L 2. All footings are to bear on undisturbed natural bearing 4 ITS -ID 70 materials or compacted structural fill, below scour depth. .. 6 -[5577=Et AT t I - Compactive effort for structural fill shall be in ~ i \ILAH[)0461 0 accordance with Soils Engineer's recommendations. Bearing Z -+353*- soils ( natural and compacted) shall be inspected and -16 -12> 7" approved by Soils Engineer prior to placement of footings. -71 71 6: [19 P . ~ \ 41 k 2 I\/ '/41 .54/VtÂ»>04] - _ _ -_m__ - - _-3 - I]EFmâ‚¬ El---24. frf- 4/ FASTENERS AND CONNECTORS 1 KI 9~ T -' 1. All timber nailing and connections shall conform to the (61 I' 937 / 0 -196>2094091 - - -4 UBC and AI'PC. Reference UBC "Table No. 25-0 - Nailing ~< 15 10,3 >0/4 * STRUCTURAL 1 /21 Schedule. " All nails shown signify common wire nails -GE â€¢ 61Â» 4-4~ unless noted otherwise. ENGINEERS 9 9 1. 4 - 2. Bolts for wood member connections shall be ASTM A307 1 ' -1510*3,*1 3 1 - with minimum 1-1/2" washer each end, unless otherwise p Tb lox.Bil/4 ~ ~ PATTILLO #1 noted. ~ g ti ~ ASSOCIATES 3. All metal connectors for wood framing (e.g. Joist /M, 14/ ~ al-1--T WELP 1_IAPP NgÂ»t 6.XTZ F.5. 715 GRAND AVE. Â¥4' 4' i 6" 1-A** (-3 0/ 0 0 01 Hangers, Hold-down Anchors, Framing Angles, etc. ) shall ~ 40*24 91[*5 Ar be as manufactured by Simpson Strong-Tie Company. Install all connectors according to manufacturer's , De'/ I 1 C.E-3 9-41 9/ 0 0 trysÂ»ti-r: an,p EbLAA FlA WAFIS PO. BOX 751 1-5 ID*5*1/4 lf-TS ID)(3*74-'1 -EÂ·5 ID*3*'/+ GLENWOOD SPAGS. recommendations. Contractor may install connectors ra Â« COLORADO 81602 91 FMOVICE MIT'BREED with mails shorter than common as follows: Ud x 1-1/4" Mt>F FUÂ»+ for 8d, 10d x 1-1/2" for 10d, 16d x 2-1/2" for 16d. 75 306*ye'"-7 ~ 1 I~ / 18EFLALE. 3*9 91<4 ~u_L co,HEA \,1/ DE,VS- 40/ 6/ 3Â¤3 945-9695 4. Self-drilling fasteners for attachment of various 1 ' ' ' 1 1 | 45 REO D FOF *'ZA- , OFÂ· eigADVE. WE#5 0~~ xY/' materials to structural steel shall be "'reks" fasteners R - f P.lyÂ» @ '@3*05*> fPÂ¢Â·Â¥9 NOT#: JAA< E./15'r. Ib'r'I EH[>5 -ID -] FLALKMEHT- PAP BM r - 30-4" | Al-1- AlÂ©UHP *INP as manufactured by Buildex. \\\ f.\/ 5. Powder-actuated fasteners for attachment of various . PFDFER Â»EL\#K[LON 196Â¥Â· materials to structural steel or concrete shall be 'I ~,r -3- -11 3 5 4 13 ATrAffIE-HT- la gwrs "Ramset" fasteners as manufactured by Ramset Fastening - 7 1 ' TYPICAL NORTH DECK FRAMING BMÂ·5 MAINTAI li I" s SUL~L Systems. t=/0 - 1 79. 6. Alternate connectors and fasteners to those listed 17 ; \_dft-1/4 1.4"Ad-to" 1 1 /4 " = r-0" "=096 FER< teÂ¥: PRAItÂ«RE above, which have I.C.B.O. approval, inay be used with J 'r - j/ 4- ~ 2 'Â»160' or 1(CNTFÂ·P *1 8>H) 1 approval by the Engineer. w / 1- 1/4 A 3,72' F# +MÂ®H FOR'SMPTH / 712"e it" ~ ~ ~ 2-*+ lupeÂ© 1 M 51*111 1-Ar IC)1 HA. FleD/1 PE 1 k COPE -29 Tors AND RECAP CONCRETE AND REINFORCING STEEL AFF#ARNÂ·KE -6 ~ 74 91 Ffl EN IDÂ© 4 HoTE. TRIM ALL 0-01.fr 5141'tr IFE- 1-1 -0) Mlut Hogrk i DEAM EtÂ·125 Tb --> r 05/16"% S" , wELP (2 1. All concretia shall attain 3,000 PSI compressive Â¥#*411 1 1 If- sourTH PE*Bt'151 B'-0" L.E-HUT,+ 1 0 \201- -Tbr 019 14' >-lr1 Ny,ovlk Eng OtÂ·tr\\.EA/ENEP 4#PaEâ€ž w/ '/4 " END FE,5, strength within 28 days. Use Type II cement with 4% air entrainment. Concrete aggregate shall be norinal e sur @066 ENT Al To 6'-6" FÂ»11 FACE Â©F WAL-L 76 10*3*74"~ FLILL LArklTH\ 1 -rl'Eft ---it,)<%-111 VI[ N ]F-31/" 1-11 +T-11,21 11.nal. - IIi 194" TYP weight (stone). NEW D+ â‚¬ 24" + ~4 *-:. 1 1 2 EA. 61=15 /7-A\\~ 066,4 UFLE- 4/ 8561 2. Perform all cast-in-place concrete work in accordance *ELTION E- 3%9 TÂ¢(1 -TD MATCH. with "Specifications For Structural Concrete For ELI 14131 14AIL l Buildings," ACI 301-84, unless noted otherwise. Pro- 1 72" 2 90" â€¢ 1 d/ 1 2 -- 2 vide cold or hot weather protection per ACI 305 & 306. tri 3. Reinforcing steel shall conform to ASTM A615. < V -- -tr-LT â‚¬ 0/ 1 _ #4 aIid smaller - Grade 40 ' * | -if-1-I-i~ It-Jif--IT--f__- -5 I #5 and larger - Grade 60 - f r m 4. Horizontal reinforcing steel shall be made continuous ~ : I IN.-1 ./~A'4â€ž1 < *p _v -rt li---~ u.~ w/z--73.~ ' 9 ,Â»-- , , | 01- 8" (GHTFP) 4 by lapping bars; minimum 32 dialneters at all splices 4-71 rn - <5*5 * 3/eli X i 2... 1 1 and providing corner dowels. Fabrication and instal- 3 0- ---- 3 * 1 1 1 -v- | %4" 4445 lation of reinforcing steel shall conform to ACI 315. -Â· *--1, id EXISTÂ£*IL 5. Provide accessories necessary to properly support E.C.C.em'U 3.eli .. 53tl-_,_ _f-~-TT3.f , 1 13<1-11$-5 ~ 1 1 reinforcing at positions shown on plans. Â· 416>1.-~_-1 -2.,-1 2%+ Fpwp j-*PAEF w/1--| ~ 1 1 ' 1 - 1 STRUCTURAL STEEL l-Â»Â»OfÂ»Â« OF EAPE 912 - Ells:7- CrlU (6465 96.6@CH END E >4 0 6 + d-10" W/' E- 74'11 5 ~ 62'1 4 31'' FL '/4 FA, SIPE 4 APH Esl V IE At-ArID/6 11-rID 1 1. i 1. Design, fabrication and installation of structural -gIL_ - + + + 11 - + + A307 POLTS steel shall conform to AISC and AWS specifications. 11 2. Steel other than pipes and tubes shall be ASTM A36 ~ 1 i , 4 1. 91 4 ' M . 7 f +70 6 1 MOLIF W/ *" 4 51-#EVFS IF LIH<4120'UrTEP) (TS) shall be ASTM A500, Grade B (minimum yield ~ I ' (minimum yield strength=36 KSI). Pipe clements shall be 4 - -Â·-Â· -- - t--+--- - -- t-+--- 1- -----Â· -----4- ASTM A53-B (minimum yield strength=35 KSI). Tube steel 4 1 11 41 strength=46 KSI). pic = p. o 3. Connection bolts and anchor bolts shall be ASTM A307, ~ â€¢ It -- - 4 1 r unless noted otherwise. 4. Groove welds shall be full penetration and continuous, ,; dErÂ» . f >T unless otherwise noted. 5. Fillet welds shall be made with E70xx rod, size 3/16" and continuous unless otherwise noted. ~ 1 2- 4 1< 2'- z.'J % 1,- 1,1 Col 6% 145 1 .4 TIMBER AND WOOD PRODUCTS LINA. 510 W Â»11 Â¢ C \ 1 1 \ - / FULL laol.:Ted-Tr,3 771 PEN 11 4 1. All timber construction (light & heavy) shall conform to American Institute of Timber Construction (AITC) < and National Design Specification (NDS) standards. 2. Structural framing lumber shall be Douglas Fir/Larch, w t with the following minimum grades: m Plates and Studs: #2 0 1 Joists and Rafters: #2 -~--- 114. 174' 41 1 ~ Beams, Posts and Timbers: #1 - 2-< 3. All sill plates in contact with concrete or masonry foundations shall be Foundation Grade Redwood or OR. SY D.4 4 PKIST B /8 A U Pressure-treated Hem-Fir #2 or better, designated 1 , ... 1 ~ 1.<t ~ *-171112EF al-. Â«1 /1 -4 : for "Above Ground" usage as defined by the American Wl< Ft 36'%6 4 CHK O R,MIÂ·F Wood Preserver's Institute. - + A 4. Wood manu factured products other than those noted, 14-ro 4 FIELD . SCALE Elli which have I.C.B.O. approval, may be used with approval Â¢ i< 5.11-4,WI /. rIVERIFIEP I/16/1' - FINLAH# by the Engineer. Ect-Ts i*U '\71 21 "\2'\ AEL 1. 1.CONÂ« FE 3*8" 1 DATES \ ) W/2 -Â¥4'; Â¢ BOLTS 1 #10,8<7*~ 1 1 SECTIoN -Â·\ d \1 1 1 2/z 1 /91 - el p ser j 5,\ 1 i - ---- -- I F- --- - -- PAOJ. NO. 96Â»51 ' Ffiwg* 22. lil-|15 653)0/+ - -lf--~'lr~- 1 ' \ M DJ 1 i , 1 6 1.0 0,11. E-1-Ky-,-- ,-E.9--1-EQ-1, - ..~4 ~SE- AFGHÂ·) . 11~z-,Â· = ~..o,Â· Tip. E>M / Col- CoNIi. 1 5FZJ-IOH Fl-,14 Â© 1 9 - 7,1 1,-. - 1, I- 11 1 ExleT Ic>" T - ~12-1 1 | 7 CoHO W+41- REVISIONS ] 11 ? . z'out --I W 12*10 i W E-> 16 3044 @ doNNAÂ· 4 50 P.KNe, 1 1 8" EA. *ipe- 4771. - --A *L V *1 - - *la' 1111 .6@91 Â· 1 >19 LA 3 1 ' ~ ' \ IV *R# 1 1/4- i mi _NIL, Q ~ ~ 1 lA- f~ EA. 91PiE- L-t 1 ie" * 12' FIEFÂ· A//4- *+ VERT; v A C C 14*3, /jÂ·10 F" O.6, + 1 &14'~~1 r - -1*i i !0* =1111 4,~.'-t lili= -1 END) FE 04- X | 2/ 0 1 + 7 0 - 1 - ILD,r xe" 1 .. 1 ~--73 z.=0-1 0 PX . 0 . .O /1 1-W . 11'140Â·bl- 9*11+1 1 ARDLIT 2 <Rd: 32223 % PA'rÂ¢ A.131'k 1 //.Sts'!, - SHEET TITLE 44"00 *AE 1 FOUNDATION 4 + + MI'*, FRAMING 8 Al I trl=_BM 6-1-1 SEE FLAft --T â€¢ -L--A L-_-1 NI --t--41-2-% 1 DETAILS CPHHA. EL 7& y z.' -i" i i'- 0,1 ~ 41/ G - '14' 4 CAF, Mic, 1 r= PD" Â© SHEET S2 of 2 ,1 )IMOd DNIWVOW nÂ¥31Â¥HO Blvd311 )logo EL-EV. Bar. FTAÂ· BELOW IST. 12[VEREEP Ela/. ADDENDUM NUMBER 1 THE CHATEAU ROARING FORK DECK REPAIR PROJECT 1039 East Cooper, Aspen, Colorado March 6, 1991 This addendum forms a part of the Contract Documents and modifies the original specifications and drawings dated February 19, 1991 as noted below. The bidder shall acknowledge receipt of this addendum in the space provided on the Bid Form. Failure to do so will subject the Bidder to disqualification. INVITATION TO BID: (1) ADD the following section entitled Project Phasing to read: The Contract is being divided into two phases to allow additional time for securing local, state and federal permits to construct footings and piers in the Roaring Fork River. The work shall be phased as follows: Phase 1 shall include all work as drawn and specified with the exception of work described for Phase 2. Phase 2 shall include all work associated with the North and South Level 1 Decks including deck and handrail demolition, installation of steel tubing, railings, columns, wood decl,ing, piers, footings and associated finish work. Installation of new Level 1 Stairs shall be included in Phase 1 work. (2) CHANGE Commencement and Substantial Completion, paragraphs a) & b) to read: a) The date of commencement of the Contract for Phase 1 shall be the date of signing. The date of commencement of on-site work for Phase 1 shall be April 8, 1991. b) The Contractor shall achieve Substantial Completion of Phase 1 work not later than June 10, 1991. Substantial Completion shall be when construction is sufficiently complete as determined by the Architect, and in accordance with the Contract Documents, so that the Owner can occupy and use the Work for it's intended purpose. (3) ADD Commencement and Substantial Completion, paragraphs c), d) & e) to read: 1 c) The date for commencement of Phase 2 work is subject to receipt of Construction Permits from the Aspen-Pitkin Regional Building Department. Notice to Proceed will be issued as soon as possible following receipt of the permit which is anticipated to be in the Fall of 1991. d) The Contractor shall achieve Substantial Completion of Phase 2 work not later than four weeks or 28 calendar days from date of notice to proceed. e) Penalty/Bonus. The Chateau Roaring Fork is scheduled for full occupancy on June 15, 1991 and it is important to complete Phase 1 of the work before that date. The Owner will pay the Contractor the sum of $250.00 per day for completion(as certified by the Architect) prior to June 10, 1991. Similarly, the Contractor will pay the Owner a penalty for late completion(as certified by the Architect) as follows: $1,120.00 per day from June 11, 1991 thru June 15, 1991 increasing to $2,240 per day from June 16, 1991 until Phase 1 is Substantially Complete. Substantial Completion shall be as defined in paragraph b) above. (4) ADD Permits, paragraph a) to read: a) The Owner will be responsible for obtaining the building permit from the Aspen-Pitkin Regional Building Department and obtaining approval by the Corps of Engineers and the Federal Emergency Management Agency(FEMA) for construction in the Roaring Fork River. The Contractor shall comply with the conditions and limitations of all approved Construction Permits and be responsible for obtaining any other permits which may be required. BID FORM: (5) SUBSTITUTE the attached Bid Form for that included in the specifications. SCOPE OF WORK: (6) CHANGE the landscaping allowance from $6,000.00 to $10,000.00. (7) CHANGE the project schedule to reflect the Phase 1 and Phase 2 schedules as revised by this Addendum. SPECIFICATIONS: (8) REFERENCE General Architectural Notes: ADD to paragraph 3.B, Protection of Persons and Property the following sentence: Seal all doors and windows against dust infiltration. 2 (9) REFERENCE Steel Railings Specification: Finish and painting as specified shall also apply to all structural steel work. (10) DELETE Steel Railing Specification paragraph B, 1 thru 3. (11) ADD Redwood Decking Specification: Redwood decking shall be Grade B. Seal redwood decking with 2 coats of semi-transparent acrylic redwood stain by Okon, Olympic or Benjamin Moore. (12) A-DD Paint Specification: Paint all new wood surfaces(except redwood) and existing surfaces exposed by demolition to match existing. Apply 1 coat exterior latex primer and 2 coats exterior latex house paint. (13) ADD Electric Heat Cable Specification: Electric heat cable shall be Raychem Icestop gutter melt cable, GM1X for 120v or GM2X for 220v applications. Coordinate electrical connection of heat cable with Chateau Roaring Fork Building Maintenance Supervisor and include an Allowance of $2,000.00 in the Basic Bid for connection to existing electrical service. DRAWINGS: (14) REFERENCE Architectural Drawing Sheet 2: Reverse drawing sheet reference numbers for North and South Decks at each floor level. (15) REFERENCE Architectural Drawing Sheet 4: Add new deck expansion to the north end of the existing deck similar to Level 1 South deck expansion(see Sheet 8). Align with new deck expansion on Level 2 above. (16) REFERENCE Architectural Drawing Sheets 4 & 8: The Contractor shall provide gate hinge and latch details with shop drawings for approval by the Architect. (11) REFERENCE Architectural Drawing Sheets 10 & 14: Add new 3x6 decking to fill hole(approx. 24"x24") where existing tree penetrates and note that the tree is to be removed. (18) REFERENCE Architectural Drawing Sheets 19 & 20: Change steel pipe sizes as follows: FROM IQ 2" O.D. STL PIPE POST @ 6' O.C. MAX 112" XS STL PIPE POST @ 4'-8" O.C. MAX. 2" O.D. STL PIPE HANDRAIL 11/2"STD STL PIPE HANDRAIL 2 12" O.D. STL PIPE GUARDRAIL 2.375" O.D. x.125" STL PIPE GUARDRAIL 1" O.D. STL BAR 1" DIA STD STL PIPE TS 10x3xl/4 TS 10x3x3/16 3 (19) REPLACE Architectufal Drawing Sheet 21 with new drawing attached. (10) REFERENCE Architectural Drawing Sheets 22 & 23: Change steel treads to galvanized bar grate treads with checker plate nosing. On Sheet 22, adjust the length of tube steel at top and bottom landings so that the length of the horizontal handrail at the top and bottom of the stairs are equal. On Sheet 23, adjust the length of tube steel at top landing to match length of tube steel for top landing of new stairs above. (21) REFERENCE Architectural Drawing Sheets 24 thru 29: On Level 1, extend the 42" high guardrail from where it currently ends at the column to under the stair and attach the end to the stair stringer with an elbow. On Levels 2,3 & 4, extend the 42" high guardrails from where they currently end at the columns to the point where the stair handrail bends. On Levels 2 & 3, add 42" high guardrail along west edge of stair opening similar to what is shown at Level 4. (22) REFERENCE Architectural Drawing Sheets 24 & 25: For Stairs at Levels 2,3 & 4, adjust the length of tube steel at top and bottom landings so that the length of the horizontal handrail at the top and bottom of the stairs are equal. On Level 1, adjust the length of tube steel at top landing to match length of tube steel for top landing of new stairs above. (23) ADD Gutter Plan Sheets 31 thru 35 attached. (24) REPLACE Structural Detail'K' with revised Detail'K' attached. (25) ADD new Structural Detail'J' attached. (26) REFERENCE Structural Drawings: CHANGE floor level references from Garden, First, Second and Third to First, Second, Third and Fourth. (27) REFERENCE Structural Drawings: All TS 10x3 shall be 3/16" thick. MISCELLANEOUS: (28) ADD fascia work along east edge of roof as follows: At the north and south ends of the building where the roof is pitched, trim the bottom edge of the existing 2x and 1x wood fascia(height varies) to be as parallel with the existing roof gutter as possible. Install 26 ga. galvanized J-shaped fascia over the existing 2x and 1x fascia with the top edge extending under the upper flashing and gutter. Paint fascia with one prime and two finish coats to match existing color. At the center section of the building where the roof is flat, remove the existing 2x12 wood fascia, but leave the existing flashing in place with as little disturbance as possible. Install new 2x10 wood fascia covered with 26 ga. galvanized J-shaped fascia. Re-secure existing flashing over new fascia and recaulk joints as required. Paint fascia with one prime and two finish coats to match existing color. 4 The Contractor shall be responsible for contacting the JP Stevens Elastomeric Corp. and complying with their requirements for maintaining the warranty on the existing roof. (29) ADD requirements for construction of new 2x4 redwood decking as follows: Construct new 2x4 redwood decking in 4' wide(maximum) panels to allow removal for future maintenance. Construct ends of deck panels so that every other 2x4 overlaps the adjacent panel in an interlocking fashion. 5 BID FORM THE CHATEAU ROARING FORK DECK REPAIR PROJECT 1039 East Cooper Aspen, Colorado To: Dennis McComb, Manager The Chateau Roaring Fork 1039 East Cooper Aspen, Colorado 81611 I)ate: Lump Sum Base Bid: In compliance with your invitation for bids, the undersigned hereby proposes to furnish alllabor, equipment and materials and perform all work for the complete construction of deck repairs to Building "A' at the Chateau Roaring Fork in Aspen, Colorado consisting of, but not limited to removal of existing stairs, handrails, duckboard, concrete decking and roof fascia, and installation of new steel structural supports, steel stairs, steel handrails, redwood duckboard, roof fascia, gutters, heat cable and landscaping in strict accordance with the specifications, schedules, drawings and conditions without any additive alternates for the total sum of: DOLLARS($ ) and agrees that upon written acceptance of his bid, mailed or otherwise furnished, within 7 calendar days after the date of opening of bids, he will within 7 calendar days after receipt of the required forms, execute the Construction Contract and give performance bond and payment bond on the standard AIA Document A.312, with good and sufficient surety or sureties. Alternate Bid Items: Additive Alternate No. 1: Add the furnishing and installation of a Hypalon membrane waterproofing system including flashings for the lump sum of dollars ($ Additive Alternate No. 2: Add the furnishing and installation of an EPDM membrane waterproofing system including flashings for the lump sum of dollars ($ IJnit Prices: The following unit prices, which will include overhead and profit, will be used where applicable when conditions necessitate changes in the Contract Price. Bid Item Unit of Bid Amount Hand excavation for footings Cubic Yard $ Machine excavation for footings Cubic Yard $ Concrete piers incl. reinforcing Cubic Yard $ 3x6 T&G decking(installed & painted) Square Foot $ The undersigned agrees that if awarded the contract, he will commence work immediately upon receipt of Notice to Proceed, and that he will complete the work in accordance with the schedule for Phase 1 and Phase 2 construction as defined in the revised Invitation to Bid. The undersigned acknowledges receipt of the following addenda: Addendum I)ate Addendum I)ate Addendum Date Addendum I)ate The undersigned represents that he operates as an (check appropriate blank) individual, -partnership, ioint venture, corporation incorporated in SFite of NAME OF FIRM OR INDIVIDUAL (type or print) FULL NAME OF ALL PARTNERS (type or print) BUSINESS ADDRESS (type or print) BY (type or print name under signature) TITLE (type or print) COLORADO BUSINESS LICENSE NO. DATE ISSUED COLORADO CONTRACTOR'S LICENSE NO. DENOTES LINE OF EXISTING METAL DOOR AND WINDOW SILLS. REPLACE WITH NEW 18 GA. ALUM. SILLS TO MATCH EXISTING AND EXTEND OVER REGLET. CAULK AROUND ALL EDGES AND JOINTS. EXISTING EXTERIOR STUCCO FINISH. REMOVE STUCCO UNDER DOOR dc WINDOW SILLS AND CONT. ALONG WALLS UP TO APPROX. 1" ABOVE DOOR SILL HEIGHT. INSTALL REGLET AND PATCH STUCCO TO MATCH EXISTING COLOR AND TEXTURE. - FRY STUCCO REGLET WITH SEAL-ANT & ./. 11 02 rlit $ FRY " P" VINYLOK FLASHING RETAINER -44 11 0 CONT. ALONG WALLS & UNDER DOOR - 11/ , 11 R dc WINDOW SILLS. 110 0 20 GA. GALV. STL. FLASHING. PAINT 110 0 11 4 TO MATCH ROOF FASCIA. . lit f 10 INSTALL NEW El-ASTOMERIC MEMBRANE \- OVER ENTIRE DECK AND EXTEND UP -b- WALL TO REGLET 2 PLYWOOD FILLER -' -r 2x4 REDWOOD DECKING , A WITH 1/4" SPACE. , A 0,1 SECURE TO SLEEPERS /1 WITH 2 DECKING SCREWS @ EACH SLEEPER. CANT STRIP CONT. 2x4 REDWOOD SLEEPERS @ 24" O.C. WITH El-AST. '. MEMBRANE STRIP ON %MM- / BOTTOM. 42. 1232535<32,35 1/4" PLYWD. OR APPROVED CUSHION BD. 1 A 'k / 1 lk â„¢k / TO COVER IRREGULARITIES~ IN DECK. 2.7 4 P\f\f hl f~Â·41/ hl EXISTING 3x6 WOOD a 1 DECK. REMOVE ANY SHARP - PROJECTIONS WHICH MIGHT DAMAGE NEW El-AST. MEMBRANE. DETAIL 'B 3 TYPICAL EXTERIOR WALL BASE DETAIL AT LEVELS 2, 3 & 4 6" = 1'-0" REV: 3/6/91 DATE: 2/19/91 -- 49 0023\ llliliili1ltilllllllillilillillll CHATEAU ROARING FORK SHEET NUMBER vo,=zz=WOHN R. BAKER, AIA~~ zz EJOHN R. BAKER\ CONDOMINIUMS 21 303761 j ~=ZIZArchitecture-Planning-CAD ~_~.~ -~p'.1.' Jl'1~2 'CUR~JAil~ 'll],ll!-IJAIJJ1{~~26 - DECK REPAIR PROJECT IIIII1IIIIIII1I1IIIIIIII1IIIf1IIIIII 1039 EAST COOPER. ASPEN, COLORADO 81611 OF (131&13/\) â€ž6 'XOEIddV r.-. ri~ 1 /1/Ji APPROXIMATE LOCAnON OF EXISTING ROOF DOWNSPOUT j- TO BE RELOCATED. - LEADER FROM NEW GUTTER TO 1 EXISTING ROOF DOWNSPOUT. - EXISTING DOWNSPOUT RELOCATED FROM === 9 -1 NORTHEAST CORNER OF BUILDING. RECONNECT TO EXISTING ROOF GU1TER â€¢ Mrli NEW LEADER DENOTES LOCATION OF NEW GUTTER . TO RUN ALONG PERNMETER OF OCCK RUN GUTTER OVER TOP OF EXISnNG 6*12 WOOD BEAMS AT ENDS OF NEW STAIRSTYPICAL). ..... - I- 1 - 1 - i --1- 1 Z~J 1 - -.-7 GUTTER PLAN LEVELS 2&3 NORTH c/.8 1 63 LEADER FROM NEW GUTTER TO 1/8" = 1'-0" NEW DOWNSPOUT NEW DOWNSPOUT AT CORNER OF BUILDING ~ FROM *th LEVEL DECK TO GROUND DATE: 3/6/91 P ~lz~JOHN R. BAKER,~~ 4-*A - 1 111 l ili 11111111111111111 -zz CHATEAU ROARING FORK SHEET NUMBER 1/ 111/1/1/ POHN R. BAKEM LULIArchitecture-Planning-CAD _ CONDOMINIUÂ»IS r \ 303761 jl ; DECK REPAIR PROJECT ~_*f 43.4.1 JJ I W I WJâ€žWA UN W1111].l{10210 - 31 ailiiailialitillilii,lii,1,111111111 1039 EAST COOPER, ASPEN, COLORADO 81611 OF NEW DOWNSPOUT FROW LEVEL 4 DECK TO GROUND. EXACT LOCATION TO BE DETERMINED DURING CONSTRUCTION. LEADER FROM NEW GUTTER TO NEW ..Tz=1 DOWNSPOUT. EXACT LOCATION TO BE DETERMINED DURING CONSTRUCnD,1. DENOTES LOCADON OF NEW GUTTER TO RUN ALONG PERIMETER OF DECK - - 1 //11 1 u RUN GUTTER OVER TOP OF EXISTING 6*12 WOOD BEAMS AT ENDS OF NEW STAIRS(TYPIAL). . I72222~>_ 1 - INSTALL HEAT CABLE IN ALL LEVEL 4 GUnERS, LEADERS ANC) DOWNSPOUISL- 7 TO GROUND LEVEL LEADER FROU NEW GUTTER TO EXISTING ROOF DOWNSPOUT. EXISTING DOWNSPOUT FROM ROOF TO ~~N~GEOR~WEEt#%2? TO GUTTER PLAN LEVELS 2&3 SOUTH 53/A 1/8" = 1'-0" DATE: 3/6/91 431-26* __311111111111111111111111111111111111- /47 Niz-iJOHN R. BAKER, AIA111=== CHATEAU ROARING FORK SHEET NUMBER ~JOHN R. BAKEA I - 1 303761 1 1-Architecture-Planning-CAD -_ CONDOMINIUMS \* 49 -al j.lillil"c"Jo' I ll' 'll'1' Ult 1 -963-9026- 1039 EAST COOPER, ASPEN. COLORADO 81611 lilli! DECK REPAIR PROJECT 32 Ilililibilibilililifilili,1,1 Ill lili OF- !1:I 11 ull 11 APPROXIMATE LOCATION OF EXISnNG ROOF DOWNSPOUT - TO BE RELOCATED. - LEADER FROM NEW GUTTER TO ld==F= EXISTING ROOF DOWNSPOUT.- 1 OISTING DOWNSPOUT RELOCATED FROM NORTHEAST CORNER OF BUILDING. RECONNECT TO EXISNNG ROOF GUTTER =Â« -1 WITH NEW LEâ€¢Â£?CR DENOTES LOCATION OF NEW GUTTER TO RUN ALONG PERIMETER OF DECK 1. 0 RUN GUTTER OVER TOP OF EXISTING 6*12 WOOD BEAMS AT ENDS OF NEW -1 STAIRS(TYPICAL). r'-.. 1 == 1 232 l II= INSTALL HEAT CABLE IN ALL LEVEL 4 GUTTERS. LEADERS AND DOWNSPOUTS TO GROUND LEVEL LEADER FROM NEW GUTTER TO A NEW DOWNSPOUT NEW DOWNSPOUT AT CORNER OF BUILDING - FROM 4th LEVE1 DECK TO GROUND Â«IÂ» ..J Ill GUTTER PLAN 44 LEVEL 4 NORTH ill 1/8" = 1'-0" 0 ill I DATE: 3/6/91 %3-6443 - ililli 111111111111111111 m 1111111 111--- CHATEAU ROARING FORK SHEET NUMBER 7 Xtz==]JOHN R. BAKER, AIA 7 7 <JOHN R. BAKER~ ~ZE~ZArchitecture-Planning-CAD-2 Z CONDOMINIUMS 303761 / ti DECK REPAIR PROJECT JJ ~ / / -141 joll u lciljoINALEL 111111.11-1.13|011Jltll - *2 A *35' 1,1,1,11/iiailiiiiili,1111,111111111 1039 EAST COOPER, ASPEN, COLORADO 81611 OF ~'i_ ~tl V (1 DENOTES LOCATION OF NEW GUTTER . TO RUN ALONG PERIâ€¢ETER OF DECK A 14-7 LEADER FROM NEW GUTTER TO NEW DOWNSPOUT. EXACT LOCATION TO BE DETERMINED DURING CONSTRUCTION. NEW DOWNSPOUT FRON LEVEL 4 DECK TO GROUND. EXACT LOCATION TO BE DETERMINED DURING CONSTRUCPON. A I V $ 1 INSTALL HEAT CABLE IN ALL LEVEL 4 GUTTERS, LEADERS AND DOWNSPOUTS TO GROUND LEVEL LEADER FROM NEW GUTTER TO NEW DOWNSPOUT. EXACT LOCATION TO BE DETERMINED DURING CONSTRUCTION. --v-LI NEW DOWNSPOUT FROM LEVEL 4 DECK TO GROUND. EXACT LOCATION TO BE DETERMINED DURING . GUTTER PLAN CONSTRUCTION. 1 LEVEL 4 CENTER 1/8" = 1'-0" A I V DATE: 3/6/91 111---_ CHATEAU ROARING FORK SHEET NUMBER QI *Az==IJOHN R. BAKER, AIA 34 pOHN R. BAKER) 1 -- A 303761 j j--Architecture-Planning-CADINIZE CONDOMINIUMS ~ xy litillilillitielillilillitlillilill DECK REPAIR PROJECT liilliilillilii,ii,iltilitillillilll P.O. BOX 448, CARBONDALE, CO 81623-t-1303-963-6026- 1039 EAST COOPER, ASPEN, COLORADO 81611 OF - It il , LEADER FROM NEW GUTTER TO NEW DOWNSPOUT. EXACT LOCATION TO BE DETERMINED DURING Col..,iâ€ž..i,v. - il NEW DOWNSPOUT FROM LEVEL 4 DECK TO GROUND. EXACT LOCATION TO BE DETERMINED DURING CONSTRUCTION. DENOTES LOCATION OF NEW GUTTER TO RUN ALONG PERIMETER OF DECK 1 rxht RUN GUTTER OVER TOP OF EXISTING 6x12 WOOD BEAMS AT ENDS OF NEW STAIRS(TYPICAL). . 1 - 1 - 1 - 1 - INSTALL HEAT CABLE IN ALL LEVEL 4 L-,. GUITERS. LEADERS AND DOWNSPOUTS TO GROUND LEVEL 1 LEADER FROM NEW GUUER TO ' EXISTING ROOF DOWNSPOUT. 2 ...=1 . GUTTER PLAN LEVEL 4 SOUTH - Â© 1/80' = 1'-0" EXISTING DOWNSPOUT FROW ROOF TO GROUND. RELOCATE AS REQUIRED TO AVOID INTERFERENCE WITH DECK. DATE: 3/6/91 .SOLEâ‚¬Ah ---1111111111111111111111111111111111 /Â« Nâ‚¬==IJOHN R. BAKER, AIA I ~ -CHATEAU ROARING FORK SHEET NUMBER /JOHN R. BAKER\ ~ - 1 303761 j |-Architecture--Planning-CAD __ - CONDOMINIUMS 9-61 -VA*'11'11' 'cll'o| Al'| Icll Jil [N-Ill f'~I fl|2- DECK REPAIR PROJECT 35 \%2 A R Ct 1039 EAST COOPER, ASPEN, COLORADO 81611 of lltllll1llllllllljlllllllllll?lllll1l 11 PATTILLO ASSOCIATES STRUCTURAL CONSULTANTS PROJECT (11/1-(EfiÂ·u. cOARy& Fof-Â· A 715 GRAND AVENUE â€¢ P.O. 80X 751 DATF 3/tz'/1 i BY ~1/i/,F GLENWOODSPRINGS. COLORAOO816O2 [303) 945-9695 SHEET OF 9- 0 5-< 4-[9 -36,3 x /1-( -F-0,9. EAÂ¢*/. ' I 4 j-F ~Â«2/32.- :--ffa; *~7.~-z-teE.e- Agq-1.7 pASE Fil 1/2. *9+9 1 W/1 - 72." 4 A. D~- | ; \1\., : ! Â· i &<f_ 56 -1,: ~10 < 1~. 0.1Â£3,+44-,c 'IL-6,0 /If<& -0 0 9 E.A. 49) 1 9 +6.-1 , \. 1- 6- -1, *t-J , '-1 T 1 %If] . 1 Â»07.tr-1<(tz-AR-Â«Fl--24 4 20*ti- 4= - -1- - f 1 >I 7Â« A.P. 1 Fe,j F-- - - le , 2' C!-R- i /1 - T-â€¢ V 6 4 111-1111 g- iIi] Â® .61 1 | 121'.1 12 FlapÂ· W/4- *1- VÂ¢E; A d c c - U IÂ¢43, Â¤1 9 F" 0.0. /1 U Wl- =1111..'.J,--4 1111= - lili ------c - = 0 . Ill EQ ' O .- O I lil hA ' L---LL.-<- ---- -*I- lili= Y mil= 1 2 ~ -*2 Hf-*+ 13.W. DOE SEE PLAA- k /- 02463 r = 11 -D,1 1_Â«__203/4/ - - PATTILLO ASSOCIATES . STRUCTURAL CONSULTANTS PROJECT CHRIEAU *DAGÂ·\IÂ·\6 FORÂ·li 715 GRAND AVENUE â€¢ P.O.BOX 751 DATF 2/1 1/icl 1 SY ~47'9 GLENWOOD SPRINGS. COLORADO816O2 [303] 945-9695 SHEET Cl' OF 1/ NOTE'. TAM Epef 0 tkNG#411, FbEFI- 0>F P Ke /56 0.-Eal' 3 T-'1 2, 41-09'0 9. MAX. <F FOFÂ· Te 10 * 2,1 h JGTA LW ATION 1 Te 10.6.22 -- 1.1 1 IL ' ~ fUâ‚¬-i-16 13'vITI-0.1 ff -r --- - 2' INâ‚¬60 4 FL - - ~i 1 --1~~0401 rprTGMEL Â®-1--a_ 1 / 1414 M,6 knEA - 1 rr HOLE& 6 06 TE,1 PE . 1 - im Fz-'169- -- Vt) -FADE OF 19 3- / <Â»E/lei- !42-%1' b 2," 1/65 ; 1 NOD[) ID-1 -- 3 1 1 1 4 1 'DECTE\ON ELEVATIO N.1 L I ' 4 r 4 For,-r - DON14, a leT LEVEL EALCON [29 1%61 1-011 THE CHATEAU ROARING FORK DECK REPAIR PROJECT 1039 East Cooper, Aspen, Colorado February 19, 1991 * 1 1 1 1 1 11 : 1 1 ' f l 01 lilli i '111!111; 1!1 1 1 1 11 i'!11111 liilll i lillillilif 1!Il,iji:, ilill *i lillill'!Ill'lili 1/ 1 $ ~dhinimi Baket kai*1) Iil 1 :!~11 1'li 1 111!' 1,iii ~'',$1 i'~, 1 Architecture â€¢ iflanning Â· CAO 1, 1 111 :i/!IlliI'lli:11! lillit':ill'lill!!,1 aillil:!1 ':Ii '11 21!/'5!61Â·1 i,leFili? '. .1 P.O.!BOX 448 -CARBONCIALE ACO!- 81823 i 303Â·863-9026 ::T It :!il :1 ! !' TABLE OF CONTENTS THE CHATEAU ROARING FORK DECK REPAIR PROJECT 1039 East Cooper Aspen, Colorado February 19, 1991 Invitation to Bid Bid Form Scope of Work Index of Technical Specifications Technical Specifications Index of Drawings Drawings INVITATION TO BID THE CHATEAU ROARING FORK DECK REPAIR PROJECT 1039 East Cooper Aspen, Colorado The Chateau Roaring Fork located at 1039 East Cooper, Aspen, Colorado invites you to submit bids for the construction of their Deck Repair Project which includes, but is not limited to the removal of existing stairs, handrails, duckboard, concrete decking and roof fascia, and installation of new steel structural supports, steel stairs, steel handrails, membrane waterproofing, redwood duckboard and roof fascia. The Chateau Roaring Fork will receive bids until 1:00 pm prevailing time on Friday, March 15, 1991 at the office of the Manager located at 1039 East Cooper, Aspen, Colorado. Copies of the Bidding and Construction Documents may be obtained at the office of John Baker, Architect, The Ranch at Roaring Fork, 14913 Hwy. 82, Unit 285, Carbondale, Colorado. Bidding documents will not be issued directly to Sub-bidders. The Chateau Roaring Fork reserves the right to waive irregularities and to reject any or all bids. THE CONTRACT The bidder to whom award is made shall enter into a written contract and furnish Performance and Payment Bonds on the following standard forms: AIA Document A107, Abbreviated Form of Agreement Between Owner and Contractor - 1987 Edition AIA Document A312, Performance Bond and Payment Bond - 1987 Edition , Award of Contract - a) The contract will be awarded as soon as practicable to the lowest responsive bidder, price and other factors considered, provided his bid is reasonable and it is to the interest of the Chateau Roaring Fork. b) The Chateau Roaring Fork reserves the right to waive any informality in bids received when such waiver is to the interest of the Chateau Roaring Fork. c) The Chateau Roaring Fork reserves the right to reject any and all bids when such rejection is in the interest of the Chateau Roaring Fork, to reject the bid of a bidder who has previously failed to perform properly or complete on time contracts of a similar nature; and to reject the bid of a bidder who is not in the opinion of the Chateau Roaring Fork, in a position to perform the contract. Commencement and Substantial Completion (ref. Article 2, AIA Document A107) a) The date of commencement of the contract shall be the date of signing. The date of commencement of on-site work shall be April 1, 1991. b) The Contractor shall achieve Substantial Completion of the entire work not later than June 1, 1991. Substantial Completion shall be when construction is sufficiently complete as determined by the Architect, and in accordance with the Contract Documents, so that the Owner can occupy and use the Work for it's intend purpose. Bidders Representations a) The bidder by making a bid represents that: 1) The bidder has read and understands the Bidding Documents and the bid is made in accordance therewith. 2) The bidder has visited the site, become familiar with local conditions under which the work is to be performed and has correlated the bidder's personal observations with the requirement of the proposed Contract Documents. 3) The bid is based on the materials, equipment and systems required by the bidding documents without exception. Interpretation or Correction of Bidding Documents a) The bidder shall carefully study and compare the Bidding Documents with each other, shall examine the site and local conditions, and shall at once report to the Architect errors, inconsistencies or ambiguities discovered. b) Bidders and Sub-bidders requiring clarification or interpretation of the Bidding Documents shall make a written request to the Architect prior to the date for receipt of bids. c) Interpretations, corrections and changes of the Bidding Documents will be - made by Addendum. Interpretations, corrections and changes of the Bidding Documents made in any other manner will not be binding, and bidders shall not rely upon them. Substituti{ms a) The materials, products and equipment described in the Bidding Documents establish a standard of required function, dimension, appearance and quality to be met by any proposed substitution. b) No substitution will be considered prior to receipt of bids without written request. Such requests shall include the name of the material or equipment for which it is to be substituted and a complete description of the proposed substitution including drawings, performance and test data, and other information necessary for an evaluation. The burden of proof of the merit of the proposed substitution is on the proposer. The Architect's decision of approval or disapproval of a proposed substitution shall be final. c) No substitutions will be considered after the contract award unless specifically provided in the Contract Documents. Submittals a) The bidder shall as soon as practicable after notification of selection of the award of a contract, furnish to the Owner through the Architect in writing: 1) a designation of the work to be performed with the bidders own forces; 2) names of the manufacturers, products and the suppliers of principal items or systems of materials and equipment proposed for the work; 3) names of persons or entities(including those who are to furnish materials or equipment fabricated to a special design) proposed for the principal portions of the work. BID FORM THE CHATEAU ROARING FORK DECK REPAIR PROJECT 1039 East Cooper Aspen, Colorado To: Dennis McComb, Manager The Chateau Roaring Fork 1039 East Cooper Aspen, Colorado 81611 Date: In compliance with your invitation for bids, the undersigned hereby proposes to furnish alllabor, equipment and materials and perform all work for the complete construction of deck repairs to Building "A' at the Chateau Roaring Fork in Aspen, Colorado consisting of removal of existing stairs, handrails, duckboard, concrete decking and roof fascia, and installation of new steel structural supports, steel stairs, steel handrails, redwood duckboard, roof fascia and landscaping in strict accordance with the specifications, schedules, drawings and conditions for the consideration of the following amount: DOLLARS($ ) and agrees that upon written acceptance of his bid, mailed or otherwise furnished, within 7 calendar days after the date of opening of bids, he will within 7 calendar days after receipt of the required forms, execute the Construction Contract and give performance bond and payment bond on the standard AIA Document A312, with good and sufficient surety or sureties. Alternate Bid Items: Additive Alternate No. 1: Add the furnishing and installation of a Hypalon membrane waterproofing system for the lump sum of dollars C$ Additive Alternate No. 2: Add the furnishing and installation of an EPDM membrane waterproofing system for the lump sum of dollars ($ The undersigned agrees that if awarded the contract, he will commence work immediately upon receipt of Notice to Proceed, commence demolition and construction on April 1, 1991 and that he will complete the work by June 1, 1991. The undersigned acknowledges receipt of the following addenda: Addendum Date Addendum I)ate Addendum Date Addendum Date The undersigned represents that he operates as an (check appropriate blank) individual, -partnership, joint venture, corporation incorporated in Sia-te of NAME OF FIRM OR INDIVIDUAL (type or print) FULL NAME OF ALL PARTNERS (type or print) BUSINESS ADDRESS (type or print) BY (type or print name under signature) TITLE (type or print) COLORADO BUSINESS LICENSE NO. DATE ISSUED COLORADO CONTRACrOR'S LICENSE NO. SCOPE OF WORK THE CHATEAU ROARING FORK DECK REPAIR PROJECT 1039 East Cooper Aspen, Colorado February 19,1991 GENERAL PROJECT STATEMENT The Chateau Roaring Fork is a four-story wood frame and masonry condominium/lodge facility constructed in 1969 along the Roaring Fork River in Aspen. The 6x12 timber beams supporting the four levels of decks on the east face of Building "A" are overstressed, sagging and in danger of collapse if overloaded. Therefore, the Chateau Roaring Fork has decided to repair the decks on Building "A" by adding structural supports while at the same time undertaking additional aesthetic and building code compliance repairs. DEMOLITION Demolition includes, but is not limited to the following: - all handrails - all steel/concrete stairs(6 each) - wood duckboard on level 4 deck -concrete decking(approx. 3" thick) and building paper on levels 2,3&4 - rotten or damaged 3x6 T&G wood decking on levels 2,3&4 - 6"(approx.) strip of wood decking trimmed off edge of all decks - portion of wood deck on level 1 north(approx. 60 s.f.) - 6"(approx.) trimmed off end of 6x12 beams under all decks - 2x12 wood fascia along east edge of roof - 6"(approx.) wide strip of stucco at base of wall along decks at levels 2,3 & 4 NEW CONSTRUCTION New construction includes, but is not limited to the following: - Structural steel tube beams along the perimeter of all decks. - Structural steel tube columns to support decks. - Steel stairs(6 each). - Steel handrails welded to top of steel tube beams and stair stringers. - Steel guardrails welded to top of handrails(excluding stair rails). - Membrane waterproofing, metal gutter, flashings, and redwood duckboard on deck levels 2,3 & 4. - Electric heat cable in gutter and downspouts at level 4. - Roof fascia along east edge of roof consisting of a prefinished metal covering on new 2x12s. - Site landscaping for a new pathway around the south end of Building "A" from the level 1 deck to the parking lot. Include an allowance of $6,000.00. PROJECT SCHEDULE Construction will occur between April 1 and June 1, 1991. It is imperative that construction occur during this two month period which is the tourist off-season for the Chateau Roaring Fork. Nearly all of building "A" , especially the 4th floor, will be I vacated during the construction period. INDEX OF TECHNICAL SPECIFICATIONS THE CHATEAU ROARING FORK DECK REPAIR PROJECT 1039 East Cooper Aspen, Colorado February 19, 1991 Page General Architectural Notes 1 Steel Railings 3 Membrane Waterproofing 6 SPECIFICATIONS THE CHATEAU ROARING FORK DECK REPAIR PROJECT 1039 East Cooper Aspen, Colorado February 19, 1991 GENERAL ARCHITECTURAL NOTES 1. Building Code A. The 1988 Edition of the Uniform Building Code is in effect for this project. 2. Temporary Construction and Facilities A. Job Telephone: Provide temporary telephone and install when work is started, maintain until full completion, pay all charges. Allow all those connected with the work to use, provided they pay for toll calls. B. Utilities: Water and electricity for construction will be paid by the Contractor. Ascertain where these services will be available, make temporary connections as required, and remove same upon completion of the work. C. Toilets: Provide chemical type toilets, adequate in number for all those connected with the work. Locate where directed when work is started; keep in sanitary condition. Remove from site upon completion of work. D. Job Sign: Provide job sign, size, wording, colors and location as approved by the City of Aspen and the Architect. E Barricades: Provide temporary barricades and walkways according to the requirements of the City of Aspen and obtain all necessary permits. Barricades and walkways are to be kept in neat repiir throughout the project and are to be removed as soon as practical. The Contractor shall make every effort to keep the barricades as close to the project as possible to eliminate interference with pedestrian and vehicular traffic. 3. Demolition A. General: The Contractor shall obtain all permits necessary and shall . complete the demolition work specified in the drawings and remove all debris from the site. 1 .]1 B. Protection of Persons and Property: Extend the requirements of the General Conditions to include protection and security of condominiums and neighboring property, occupants of said property, customers, visitors and passer-by from injury and discomfort caused by dust and debris. 4. Maintenance Manuals and Instructions A. General: Before final payment, furnish to the Owner through the Architect, two copies of manufacturer's manuals of instruction for proper care and maintenance of materials and equipment installation under the Contract. In addition, and when so requested, instruct Owner's maintenance personnel as to such care and maintenance. 5. Products, Materials and Equipment A. General: Provide products, materials and equipment which comply with the requirements, and which are undamaged and unused at the time of installation, and which are complete with accessories, trim, finish, safety guards and other devices and details needed for a complete installation and for the intended use and effect. Where available, provide standard products of types which have been produced and used previously and successfully on other projects and in similar applications. B. Installation: Except as otherwise indicated, comply with the manufacturer's instructions and recommendations for the installation of products in the applications indicated. Anchor each product securely in place, accurately located and aligned with other work. Clean exposed surfaces and protect as necessary to insure freedom from damage and deterioration at time of acceptance. 2 STEEL RAILINGS 1. General: A. General items in this section include steel handrails and guardrails. B. Provide handrails and guardrails capable of withstanding the following - structural loads without exceeding the allowable design working stress of materials involved: 1. Top rails of guardrail systems: Concentrated load of 2001bf applied at any point and in any direction and a uniform load of 501bf applied horizontally and concurrently with a uniform load of 100 1bf per linear ft. applied vertically downward. Concentrated load need not be assumed to act concurrently with uniform loads. 2. Handrails not serving as top rails: Concentrated load of 200 1bf applied at any point and in any direction and uniform load of 501bf per linear ft. applied in any direction. Concentrated load need not be assumed to act concurrently with uniform load. 3. Infill area of guardrail system: Horizontal concentrated load of 200 1bf applied to one sq. ft. at any point in the system including panels, intermediate rails, balusters, or other elements composing the infill area. Loads on infill area need not be assumed to act concurrently with loads on top rail. C. Testing: Comply with ASTM E 985 based on testing per ASTM E 894 and E 935. D. Submittals: In addition to product data, submit the following: 1. Shop drawings showing railing layout and details of components, with structural computations. 2. Samples of each type of metal finish indicated. 2. Products: A. Steel and Iron: Provide steel and iron in the form indicated complying _ with the following requirements: 4 L 1. Cold formed steel tubing: ASTM A 500, grade as indicated below: a. Grade A, unless otherwise indicated or required by structural loads. 2. Hot-formed steel tubing: ASTM A 501 3. Steel plates, shapes and bars: ASTM A 36 B. Fasteners: Same material as fastened metal; concealed unless otherwise indicated or unavoidable and standard with systems indicated. 3 C. Fabrication: Fabricate handrails and railings to design, dimensions and details indicated and as required to support structural loads. D. Welded connections: Use fully welded joints for permanently connecting railing components. Cope or butt components to provide 100 percent contact or use manufacturer's standard fittings designed for this purpose. E. Expansion joints: Install expansion joints at locations indicated but not further apart than required to accommodate thermal movement. F. Form changes in direction of railing members as follows: 1. By inserting prefabricated elbow fittings. 2. By radius bends of radius indicated. 3. By bending. 4. By any method indicated above, applicable to change of direction involved. G. Provide closed ends, brackets, flanges, sleeves, hinges and latches as required for type of installation indicated. H. Ferrous metal paint finish: 1. Shop Prime with Benjamin Moore IronClad Retardo Rust Inhibitive Paint(163) or approved alternate compatible with acrylic latex finish coat. 2. Finish: 2 coats Benjamin Moore Impervex Enamel(309), high gloss finish/acrylic latex or approved alternate. 3. Execution: A. Set work accurately in location, maintaining alignment and elevation and free from rack. B. Close ends of returns. C. Comply with applicable AWS code where welding is required or indicated. D. Preparation for finish by fabricator: 1. Grind joints and welds smooth. 2. All surfaces must be free of residual deposits of grease and oil and shall be cleaned in accordance with SSPC-SP1-63, "Solvent Cleaning". 3. Surfaces that exhibit rust formation, mill scale, etc., must be cleaned in accordance with SSPC-SP3-63, "Hand Tool Cleaning", or SSPC-SP#-63, "Power Tool Cleaning". Particular care is to be exercised to remove welding flux, slag and fume deposit as is possible 4 by blast cleaning, washing with water, phosphate rinsing, or power tool cleaning. Weld splatters and bum must be removed. 4. Apply primer coats in strict accordance with manufacturer's instructions without delay, before rust appears. E. On site preparation for finish: 1. Grind field welds smooth. 2. Prepare surfaces in accordance with paragraphs 3.D.2. & 3.D.3 above. 3. Sand lightly. 4. Field apply additional primer coats to exposed areas without delay, before rust appears. 5. Apply finish coats in strict accordance with manufacturer's instructions. 5 MEMBRANE WATERPROOFING 1. General: A. Furnish and install a fully adhered membrane waterproofing system in strict accordance with the drawings and specifications. 2. Quality assurance: A. Apply membrane waterproofing system using a contractor authorized by the manufacturer. B. Upon completion of the installation, an inspection shall be made by a representative of the manufacturer to ascertain that the membrane system has been installed according to the manufacturer's approved specifications and details. Upon approval of the project, a warranty shall be written for a five(5) year period. 3. Delivery and Storage: A. All materials shall be delivered with appropriate packaging labels indicating appropriate warnings, storage conditions, lot numbers and usage instructions. B. Materials shall be stored in original packaging and conditions shall be maintained in accordance with the manufacturer's instructions. 4. Materials: A. Membrane waterproofing shall be .045 in. nominal thickness, scrim- reinforced uncured Hypalon sheet manufactured by Hi-Tuff Roofing Systems or approved equal. B. Alternate membrane waterproofing shall be 60 mil thick EPDM elastomeric membrane manufactured by GenCorp Polymer Products or approved equal. C. Substrate protection material shall be plywood or insulation board as approved by the manufacturer for Hypalon fully adhered installations. D. Furnish related materials such as flashings, fasteners, bonding adhesives, sealants, primers and solvents in accordance with the manufacturer's specifications. 6 5. Execution: A. The substrate shall be prepared by the contractor in strict accordance with the manufacturer's instructions and shall be approved by the manufacturer before installation of the membrane. The substate shall be smooth and free of debris, sharp edges and any other significant irregularities prior to the start of work. B. Install membrane waterproofing instrict accordance with the manufacturer's instructions. 7 INDEX OF DRAWINGS THE CHATEAU ROARING FORK DECK REPAIR PROJECT 1039 East Cooper Aspen, Colorado February 19, 1991 ARCHITECrURAL DRAWINGS 1 Site Plan 2 Deck Reference Plans 3 Existing Deck - Level 1 North 4 Remodeled Deck - Level 1 North 5 Existing Decks - Level 1 Center 6 Remodeled Decks - Level 1 Center 7 Existing Deck - Level 1 South 8 Remodeled Deck - Level 1 South 9 Existing Deck - Levels 2&3 North 10 Remodeled Deck - Levels 2&3 North 11 Existing Deck - Levels 2&3 South 12 Remodeled Deck - Levels 2&3 South 13 Existing Deck - Level 4 North 14 Remodeled Deck - Level 4 North 15 Existing Deck - Level 4 Center 16 Remodeled Deck - Level 4 Center 17 Existing Deck - Level 4 South 18 Remodeled Deck - Level 4 South 19 Elevation - Typical Handrail/Guardrail 20 Section "A" 21 Detail "B" 22 Typical Stair @ Levels 2&3 23 Stair @ Level 1 24 Levels 1 thru 4 North - Looking Southeast 25 Levels 2,3&4- Looking Southwest 26 Levels 2&3- Bottom of Stairs 27 Levels 2&3- Top of Stairs 28 Level 1 - Bottom of Stairs 29 Level 4 - Top of Stairs 30 Typical Post & Column Brackets & Railing Corner Connections STRUCTURAL DRAWINGS Sl Framing & Foundation Plans S2 Framing & Foundation Details COOPER AVENUE 575d09' 11~ E 69.94' / 1 49 j 3 .Â·.:b./. Ln / 1 -\ /44 11 2.- a 11 12 / 32*1 , -- ag 21/ 2=111 ~ f -ded I SHADING DENOTES LEVEL 1 DECKS 122*i 1 1 S7229'113. ELÂ·Â°L- .__. -*-1 - ik -8-9/ Le 11 e 4,41 0 Z - 3Â»N 12 - NOTE: AREA OF WORK -1 INCLUDES NORTH, EAST AND SOUTH FACES OF li~ BUILDING "A". m 1 - 1 1 Â° Plag 0 r! PARKING 42=#=A -fÂ»-7 51 /7 0 1 2 -:8â‚¬.9 1 I \ .. M \ EN! 1 4 13*1 0 DURANT AVE 9/1/4 1 3%1 1 1 7 t1 L . _ _ . _ _ . _ P R .0-LE-R-r 7-L 12 5- -_8 ' - - N75d09'11-W 155.0' NOTE: SITE PLAN INFORMATION IS i SITE PLAN TAKEN FROM A SURVEY BY GERARD H. PESMAN, DATED AND FILED ON 1" = 40' DECEMBER 31, 1969 IN PITKIN CO. DATE: 2/19/91 1414 032*~ 111'111111111111111111111111111 ,/-'4\ E~JOHNI R. BAKER, AIA,, CHATEAU ROARING FORK SHEENÂ°MBER /JOHN R. BAKER\ ) 1 303761 j ~-Architecture-Planning-CAD------- CONDOMINIUMS 'tx_.02 -p'J.' JJ I W 'llJUU ' ll Li ll I I3'~1111 lis- DECK REPAIR PROJECT illl, lill,lililii liliwilillillill,1 1039 EAST COOPER, ASPEN, COLORADO 81611 OF DRIVEWAY BUILDING "B" 1. LJJ Li 1-1-1 L LEVEL 4 i La i L~ 1 1 it L.r- 1 ! TOP OF NEW SEE SHEETS NO. 13&14 SEE SHEETS NO. 15&16 Em~3_-_r---' j~~-~L. 1 ! SEE SHEETS NO. 17&18 i. L-J-1 2-1 1-1-1 +1 10 LEVEL 3 L 60 1 =., ,lit i i 1.-r 1 1 -rop OF NEW SEE SHEETS NO. 9&10 C~m_.__~ | | REDWD. DECK , 1 ; i SEE SHEETS NO. 11&12 1 -IJ 1-~ , 1 L--r-1 L 10 LEVEL 2 60 i It ! ' ~ L.r ' 1 TOP OF NEW SEE SHEETS NO. 9&10 1 02;-2 1 | I REDWD. DECK . < SEE SHEETS NO. 11&12 0 1-2 2-j LI-1 L LEVEL 1 11 1 11 1 -11=91 1 1 11 1 1 1 1 i 11 1 1 11 It 11 SEE SHEETS NO. 3&4 SEE SHEETS NO. 5&6 11< L-r= ; TOP OF EXIST. mu 'WOOD DECK : 1 SEE SHEETS NO. 7&8 DECK REFERENCE PLANS PLAINS ON DRAWING SHEETS 3 THRU 18 NOTE: REFER TO 1/8th INCH SCALE DECK FOR DETAILED DESCRIPTION OF DEMOLITION NO SCALE AND NEW WORK DATE: 2/19/91 Jlllllllllllll1llllllllllllllllll ==dJOHN R. BAKER, AIA~ CHATEAU ROARING FORK SHEET NUMBER JOHN R.BAK[M }ZIE=Architecture-Planning-CAD:==IN CONDOMINIUMS ** 303761 ~F jp'.10' LIKI ILL, IliL'll]Â£L 'al' LO[!-143|0| Jjltlj2,6- DECK REPAIR PROJECT 2 ~*2 A â€¢53>' I 11111111I1111111111111111111?1111111 1039 EAST COOPER, ASPEN, COLORADO 81611 9 (,UIN,]A) -1-HOI]H M0013-01-800-13 HSINI-3 -IVOI.LEÂ£M F.Z/t *-,6 1 -- BUILDING LINE 8'-6Â» (VERIFY) 1 REMOVE EXISTING STEEL AND CONCRETE STAIRS AND WOOD ---1 HANDRALS 1132 1 \St 1 1 EXISTING 2*6 WOOD DECK TO REMAIN Â· ~ 1 92 0 6 U-) 2 DENOTES EXISTING WOOD HANDRAIL TO BE REMOVED - ~ NOTE: REFER TO STRUCTURAL PLANS AND DETAILS FOR ADDITIONAL I DEMOUTION REQUIREMENTS. 1 1 /1 ll EXISTING DECK / LEVEL 1 NORTH â€ž553x 1 IE = 9 -0 DATE: 2/19/91 <a-*4\ - 11111111111111111111111111111111 rHATEAU ROARING FORK SHEET NUMBER 4/ 15 ,A==IJOHN R. BAKER, ALAN -_ - ~JOHN R. BAKERj 1 - 'Et *UJ.J.'LI ' 11.'11'ZLUE' Ill J1' LJ-N'all|6| fl|2'8-- 1039 EAST COOPER, ASPEN, COLORADO 81611 oF 303761 j -Architecture-Planning-CADI-....= CONDOMINIUMS DECK REPAIR PROJECT 3 \e ilililligilililibilijilliliillillilli STEEL HANDRAIL ~~~~~~ 3' WIDE GATE IN NEW 1 1 NEW TS 10x3*3/16 ANID STEEL - ~ HANDRAIL AROUND EDGE OF DECK. SEE STRUCTURAL PLANS FOR DETAILS AND DIMENSIONS. BUILDING LINE -El 1 1 1.1 F 2 Fil 1 NEW STEEL STAIRS 1 1 -L. E-1 EXISTING WOOD DECK TO REMAIN i -1 DENOTES UNE OF NEW STEEL GUARDRAIL 1 DENOTES LINE OF EXISTING DECK -1 SHADED AREA DENOTES EXTENT OF 1 Iii NEW OR REPLACED DECKING TO MATCH EXISTING. SEE STRUCTURAL ----- ~ 1 NOTE: REFER TO STRUCTURAL PLANS - AND DETAILS FOR NEW DECK DIMENSIONS. i : REMODELED DECK 1 1 LEVEL 1 NORTH // 1 1/8~ = 1'-0" 0 DATE: 2/19/91 //%312%4\ -311'll'll'll'll'll'll'll'lll'Illl *A==dJOHN R. BAKER, AIA~ CHATEAU ROARING FORK SHEET NUMBER ~JOHN R. BAKER ~ ~ 303761 ~ ]-Architecture-Planning-CADZ...... CONDOMINIUMS P.0 BOX 448, CAABONbALE, CO 8162 -7-1303-963-â€¢026- 1 111 ' l l i l l l i l i i l i l j i l l j 1 j i l l [ ' I l l i l T DECK REPAIR PROJECT 4 1 1.1 llilill'11111111111111111111111!g 1039 EAST COOPER, ASPEN, COLORADO 81611 OF BUILDING LINE - EXISTING 2x6 WOOD DECK ~ TO REMAIN - b ONE EACH 1 : EXISTING WOOD HANDRAIL TO BE REMOVED ~ 10'-0" (VERIFY) EXISTING 2x6 WOOD DECK | TO REMAIN - EXISTING WOOD HANDRWL TO BE REMOVED THREE EACH 0 1 1 01 NOTE: REFER TO STRUCTURAL PLANS | FOR DECK LOCATION AND ADDITIONAL DEMOLITION REQUIREMENTS. EXISTING DECKS LEVEL 1 CENTER CA 1/E = 1'-Cf DATE: 2/19/91 ~LÂ·*h il lillill Hlll Ill 11 IllillillIHII ~ C HATEAU ROARING FORK SHEET NUMBER 57<6\~zIJOI-IN R. BAKER, AIA, JOHN R. BAKER) CONDOMINIUMS 1 1 303761 ~1 1~Architecture-Planning-CAD '91 ju DECK REPAIR PROJECT Â«_,Â«4 Hpl. '.1 fl' 11' ' ll 'llLE| 1 | | 11| | 1413|OL~ |&| 111216- 5 92 A R.53/ llillliillllllllllllllillllllllllill 1039 EAST COOPER, ASPEN, COLORADO 81611 OF (1318]A) (131&]A) DENOTES LINE OF NEW STEEL GUARDRAIL NEW TS 10x3xl/4 AND STEEL -----1 HANDRAIL AROUND EDGE OF -- DECK. SEE STRUCTURAL PLANS FOR DETAILS AND DIMENSIONS EONE EACHEE I EXISTING WOOD DECKING DENOTES LINE OF EXISTING DECK BUILDING LINE - NEW TS 10x3xl/4 AND STEEL HANDRAIL AROUND EDGE OF = DECK. SEE STRUCTURAL PLANS _ ~ | FOR DETAILS AND DIMENSIONS = EXISTING WOOD DECKING .1 THREE EACE; 1 .1 11 DENOTES UNE OF NEW - STEEL GUARDRAIL i I NOTE: REFER TO STRUCTURAL PLANS ' ~ FOR DECK LOCATIONS, DETAILS AND DIMENSIONS. 1 -1 REMODELED DECKS LEVEL 1 CENTER 1/8" = 1'-0- 0 DATE: 2/19/91 /<a-,54\ --1 11111111111111111111111111111111111 CHATEAU ROARING FORK SHEET NUMBER 4 w,~==IJOHN R. BAKER, AIAI 11 CONDOMINIUMS JOHN R. BAKE~ I~Architecture-Planning-CAD---_--_ |,~~ 303761 A /6 111111!1111111111111111111111111111 DECK REPAIR PROJECT 6 Xya---69 ---~p.o. BOX 448. CARBONDALE. CO 816J3-~-30Â»963-Â¥025- 1039 EAST COOPER, ASPEN, COLORADO 81611 of N.2. A 1.97 liilliliilliililililillill Illl,11,1 BUILDING LINE 8'-d' (VERIFY) ' 1 1 HANDRAILTO BE REMOVED 1 1 EXISTING 2*6 WOOD DECK TO REMAIN â€¢ 1 1 REMOVE EXISTING STEEL AND 1- CONCRETE STAIRS AND WOOD HANDRAILS 1~1 E--1 1 1 NOTE: REFER TO STRUCTURAL PLANS AND DETAILS FOR ADDITIONAL | DEMOLITION REQUIREMENTS. 1 EXISTING DECK 1 LEVEL 1 SOUTH 1/8" = 1'-0- DATE: 2/19/91 /SOL.Â£4\ 111111111111111111111111111111111 \ Pa~dJOHN R. BAKER, AIA~ CHATEAU ROARING FORK SHEET NUMBER fÂ°1112,:79 !-Architecture-Planning-CADIEZZIZE CONDOMINIUMS <f UP'j.'JAMIllal 'CUL' lit' 'll'~' ll-1-1111|6| LUZ- DECK REPAIR PROJECT 1 lllllllllllllllllllllllllllllllll!''g 1039 EAST COOPER, ASPEN, COLORADO 81611 OF ~f"w]A) SHADED AREA DENOTES EXTENT oF NEW DECKING TO MATCH EXISTING. SEE STRUCTURAL 73 BUILDING LINE 1 El DENOTES LINE OF NEW STEEL GUARDRAIL EXISTING WOOD DECK TO REMAIN 1 ..=r==i NEW TS 10x3x3/16 AND STEEL =='.='.'=-1 HANDRAIL AROUND EDGE OF - DECK. SEE STRUCTURAL PLANS FOR DETAILS AND DIMENSIONS I i DENOTES LINE OF EXISTING DECK -E 14 l i NEW STEEL STAIRS %1â€ž4- 1 1 1 --. --1 1 -1 NOTE: REFER TO STRUCTURAL PLANS - ~ i _ AND DETAILS FOR NEW DECK DIMENSIONS. - REMODELED DECK 3' WIDE GATE IN U V LEVEL 1 SOUTH ~ STEEL HANDRAIL 1/8' = 1'-0- DATE: 2/19/91 /SOL.Â£4\ 111111111111111111111111111111111 162/ NA==dJOHN R. BAKER, AIA~ CHATEAU ROARING FORK SHEET NUMBER BOHN R.BAKERI 1--Architecture-Planning-CADZEZZLE CONDOMINIUMS l 303761 j j '15+,_:y ---%1.J.1 Jll ill '~U,LLU Ul .11.U-1-11Wlll&- DECK REPAIR PROJECT lllllllllllllllllllllllllllllllllll; . 1039 EAST COOPER, ASPEN, COLORADO 81611 OF 18'-0" (VERIFY) ' 1 1 1 DENOTES EXISTING WOOD I HANDRAIL TO BE REMOVED - BUILDING LINE Â· ~ REMOVE EXISTING CONCRETE J DECK AND BUILDING FELT DOWN TO 3x6 T&G WOOD DECKING. REMOVE ROTTEN OR DAMAGED 3x6 | WOOD DECKING AND ANY NAILS, SPLINTERS AND SHARP OBJECTS ~ PROTRUDING FROM THE DECKING WHICH MIGHT DAMAGE OR PENETRATE NEW WATERPROOFING MEMBRANE. | ll. REMOVE EXISTING STEEL AND CONCRETE STAIRS AND WOOD || | HANDRAILS 11-1 0 iD 11-| CD 1-tkzz::1 11-1 11-1 11-1 DENOTES EXISTING WOOD HANDRAIL TO BE REMOVED Â· i NOTE: REFER TO STRUCTURAL ~ PLANS AND DETAILS FOR ADDITIONAL DEMOLITION REQUIREMENTS. EXISTING DECK LEVELS 2&3 NORTH /55%\ 1/8" = 1'-07 t.17 (VERIFY) DATE: 2/19/91 11111111111111111111111111111111] 1 CHATEAU ROARING FORK SHEET NUMBER JOHN R. BAKER, AIAI,1 303761 1 -Architecture-Planning-CAD.__-___ CONDOMINIUMS 4- 3 -411111111111~101 litll 'll|1O24--UlntlttJA-- DECK REPAIR PROJECT 9 \Â·42 A E~ 11.Illili [lillill I I lilli I I ll'lll'Illi 1039 EAST COOPER, ASPEN. COLORADO 81611 OF 11 (1.31&13A) 1 11,1 1 '1 SHADED AREAS DENOTE \ EXTENT OF NEW DECKING. ~ SEE STRUCTURAL ---1 11- I=-1--7 BUILDING LINE --1 1 1 NEW REDWOOD DUCKBOARD 11- 11 -----11 ~ 0 L 1== 1 1 NEW STEEL STAIRS 1: DENOTES LINE OF NEW STEEL GUARDRAIL NEW TS 10*3*1/4 AND STEEL ~~ HANDRAIL AROUND EDGE OF DECK. SEE STRUCTURAL PLANS FOR DETAILS AND DIMENSIONS * DENOTES L]NE OF EXISTING DECK Â· | 1 1 NOTE: REFER TO STRUCTURAL PLANS ~ AND DETAILS FOR NEW DECK DIMENSIONS. 1 1 REMODELED DECK 1 LEVELS 2&3 NORTH n.n 1/8" = 1'-0" DATE: 2/19/91 <CM-** - 11111111111111111111111111111111 34\===IJOHN R. BAKER, A~ CHATEAU ROARING FORK SHEET NUMBER ~JOHN R. BAKER~ CONDOMINIUMS \ 303761 j ~----Architecture-Planning-CAD 432 DECK REPAIR PROJECT 67 _Up' J.Ill ' ill |cUJZ EÂ£' Ill 11|11443'011'llij21 - \42 A RÂ»i> llll11llllllIlllllllllllll 11111111; 1039 EAST COOPER, ASPEN. COLORADO 81611 of BUILDING LINE -- (VERIFY) REMOVE EXISTING CONCRETE DECK AND BUILDING FELT | DOWN TO 3*6 T&G WOOD DECKING. REMOVE ROTTEN OR DAMAGED 3x6 WOOD DECKING AND ANY NAILS, SPUNTERS AND SHARP OBJECTS PROTRUDING FROM THE DECKING | WHICH MIGHT DAMAGE OR PENETRATE NEW WATERPROOFING MEMBRANE. 1 1 11 HANDRAIL TO BE REMOVED ~ 11 11 - 0/ 0/ If EXISTING 2x6 WOOD DECK w TO REMAIN ~ |~~ -~ REMOVE EXISTING STEEL AND CONCRETE STAIRS AND WOOD ~|- HANDRAILS 11 1 NOTE: REFER TO STRUCTURAL PLANS AND DETAILS FOR ADDITIONAL J DEMOLITION REQUIREMENTS. EXISTING DECK 1 LEVELS 2&3 SOUTH 1/8" = 1'-0* 0 DATE: 2/19/91 /eL-*4\ --311111111111111111111111111111111 E NA===IJOHN R. BAKER, AIA~ CHATEAU ROARING FORK SHEET NUMBER 1~5<OH,27:ME~ ~===Architecture-Planning-CADIZE-IZE CONDOMINIUMS DECK REPAIR PROJECT 1 1 ~P'J.'ll'11' 'CUL'lll' I l' 11' 1113'021.11*- NE A R33/ 1039 EAST COOPER, ASPEN. COLORADO 81611 OF 1111 lili 11111111 1111111111 i, i ' illil SHADED AREAS DENOTE EXTENT OF NEW DECKING. ---- - SEE STRUCTURAL ' BUILDING UNE 1 1 NEW REDWOOD DUCKBOARD 1 1 1 1 NEW STEEL STA]RS : 22 DENOTES UNE OF NEW ~ ~ STEEL GUARDRAIL I 12= NEW TS 10x3xl/4 AND STEEL 7-7 HANDRAIL AROUND EDGE OF DECK. SEE STRUCTURAL PLANS | FOR DEETAILS AND DIMENSIONS ; ~ DENOTES LINE OF EXISTING DECK | 1 1 NOTE: REFER TO STRUCTURAL PLANS ~ AND DETAILS FOR NEW DECK DIMENSIONS. -- . REMODELED DECK LEVELS 2&3 SOUTH /5534 1 ELF 1/8" = 1'-0- DATE: 2/19/91 ~f-Â£~ _-__1|||l||||||||||||||||||||||||||||IN-- - CHATEAU ROARING FORK SHEET NUMBER 9\2==IJOHN R. BAKER, Al,8111 CONDOMINIUÂ»IS '~ ~ ~~U,fMER) JI==Architecture-Planning-CADE-ZIZE /6/ --dpi. 1.1111111'cIALJJNALL' I l'11' [1111 11|11||26- DECK REPAIR PROJECT llIllllllllll1lllllllllll1111 Illllll 1039 EAST COOPER, ASPEN, COLORADO 81611 of 18'-0 (VERIFY) ic> 1 1 1 1 1 1 DENOTES EXISTING WOOD ~ HANDRAIL TO BE REMOVED - REMOVE EXISTING WOOD DECKING L- AND EXISTING CONCRETE - 7 DECK AND BUILDING FELT DOWN TO 3*6 T&G WOOD DECKING. REMOVE ROTTEN OR DAMAGED 3x6 | WOOD DECKING AND ANY NAILS, SPLINTERS AND SHARP OBJECTS ~ PROTRUDING FROM THE DECKING WHICH MIGHT DAMAGE OR PENETRATE NEW WATERPROOFING MEMBRANE. - 1 DENOTES EXISTING WOOD ~ HANDRAIL TO BE REMOVED - -1 6 -1 REMOVE EXISTING STEEL AND CONCRETE STAIRS AND WOOD || | HANDRAILS 11-1 1 11== 1 11-1 BUILDING LINE - ~~-~ 1 11-1 NOTE: REFER TO STRUCTURAL PLANS AND DETAILS FOR ADDITIONAL 11 DEMOUTION REQUIREMENTS. 80-6" i (VERIFY) 2 A I J DENOTES EXISTING WOOD 1 HANDRAIL TO BE REMOVED -- 7 . bE IE EXISTING DECK ' LEVEL 4 NORTH 55%~ - 1/E' = 10-0Â» b t 1 AM 1 k NOTE: REFER TO STRUCTURAL J PLANS FOR EXTENT OF EXISTING n . DECK BETWEEN NORTH & SOUTH DECKS. ----9-1- 4' 00 3'-0" 9'-0" 4'-0" | '|' (VER~FY) 'VERIFYJ (VERIFY) '' (VERIFY)' DATE: 2/19/91 <CR-Â£%* 111111111111111111111111111111111 /4 13=zIJOHN R. BAKER, AIA||| - - CHATEAU ROARING FORK SHEET NUMBER ~,:rÂ·uin.1 1=ZIArchitecture-Planning-CADIZE=Z CONDOMINIUÂ»IS 13 0..M ~ 111 'CUL' LU' 1441.21 11,411'111121 - DECK REPAIR PROJECT 1039 EAST COOPER, ASPEN. COLORADO 81611 OF NE AR.93/ lii,Illiiailii'iliilililil,111111111 (VERIFY) U -0 (,1~3A) f'111 1 SHADED AREAS DENOTE \ | EXTENT OF NEW DECKING. ~ 221 11 1 SEE STRUCTURAL -IH - BUILDING UNE =- 11 NEW REDWOOD DUCKBOARD ' Â·--- 1 .'11111-111 lilli i 0 ---P NEW STEEL STAIRS DENOTES LINE OF NEW - STEEL GUARDRNL .. 11 L -- bl NEW TS 10*3xl/4 AND STEEL HANDRAIL AROUND EDGE OF ~ DECK. SEE STRUCTURAL PLANS FOR DETAILS AND DIMENSIONS | DENOTES LINE OF EXISTING DECK NOTE: REFER TO STRUCTURAL- PLANS AND DETAILS FOR NEW DECK DIMENSIONS. 111111111111111'IHI114111111-1 1111111111111111111111111'. lilly- REMODELED DECK LEVEL 4 NORT 1/8" = 1'-0" 1 877 DATE: 2/19/91 /5~L-Â£*~x~ 1111111~~ -_ CHATEAU ROARING FORK SHEET NUMBER 27 3*==IJOI-IN R. BAKER, AIA /JOHN R. BAKES 1===Architecture-Planning-CAD ZE=ZE= CONDOMINIUMS I'Â°Lj<9 -42 0 I N 111 '-I 'LI 1 U I Li J~I U I |3| I ~ |6~ ' 1 1 303761 1 DECK REPAIR PROJECT 1e + AR-93/ lllllllllllllllllllllllll 1-1 I fl I I T I 12~6- 1039 EAST COOPER. ASPEN, COLORADO 81611 OF 1 v r.--1-] 1 ,) , 1 6 CO 41-0 3'-0" . (VERIFY)~ KVERIFY' BUILDING LINE L 1 1 EXISTING WOOD HANDRAIL TO BE REMOVED â€¢1 4 EN 4'-6" 7'-cy' . REMOVE EXISTING WOOD DECKING (VERIFY) ' (VERIFY) 1- AND EXISTING CONCRETE 7'-0" 4'-6" , DECK AND BUILDING FELT . (VERIFY) (VERIFY.~1 DOWN TO 3x6 T&G WOOD DECKING. REMOVE ROTTEN OR DAMAGED 3x6 r..- WOOD DECKING AND ANY NAILS, SPUNTERS AND SHARP OBJECTS ~ PROTRUDING FROM THE DECKING WHICH MIGHT DAMAGE OR PENETRATE NEW WATERPROOFING MEMBRANE. i ~ $ 1 %9 Â£ %1 - NOTE: REFER TO STRUCTURAL PLANS FOR DECK LOCATION AND ADDITIONAL J DEMOLITION REQUIREMENTS. F- -~ ir 9% 1 l EXISTING DECKS 1 LEVEL 4 CENTER gh ~. 1/8- = 1'0" 1 E,9 1 1 DATE: 2/19/91 41-24\ --=11111111111111111111111111111'll CHATEAU ROARING FORK SHEET NUMBER 1*z==IJOHN R. BikER, AIA ~ [c~H,27::KER~ ~2--Architecture-Planning-CAD~ZEZEZE CONDOMINIUÂ»IS L_./,2/ -1.1.J 1 Joll Ill 'cltjllill ll ' J i lmAWA LU : - DECK REPAIR PROJECT 15 11 I lili Iii' 111'lili'11111111111 lilli 1039 EAST COOPER, ASPEN, COLORADO 81611 OF (,UIN3A) SHADED AREAS DENOTE EXTENT OF NEW DECKING. SEE STRUCTURAL. 111111111111 0 NEW TS 10x3*1/4 AND STEEL HANDRAIL AROUND EDGE OF DECK. SEE STRUCTURAL PLANS FOR DETAILS AND DIMENSIONS. 1 DENOTES LINE OF EXISTING DECK I 1 BUILDING UNE ' 9 71 1 67 \ DENOTES LINE OF NEW STEEL r GUARDRAIL 1 NEW REDWOOD DECKINC z 1 1 1 J NOTE: REFER TO STRUCTURAL PLANS r- FOR DECK LOCATIONS, DETAILS AND 1 DIMENSIONS. 1 1 1 1 1 1 1 1 REMODELED DECKS 1 LEVEL 4 CENTER L-1 1/8" = 1'-0" Â© I I DATE: 2/19/91 %-Â£4\ ---111111111111111111111111111111111111 *jz==IJOHN R. BAKER, AIAttt---- CHATEAU ROARING FORK SHEET NUMBER 221 JI~Architecture-Planning-CAD=ZEZZE CONDOMINIUMS ~ -41'.'ll' 111'11Jllit' I LI J~Il]-1]~lll'~'10 - DECK REPAIR PROJECT <= 2 AR.932 lllllllllllllllllllllll1lllltllll11I 1039 EAST COOPER, ASPEN, COLORADO 81611 0 NOTE: REFER TO STRUCTURAL PLANS FOR EXTENT OF EXISTING DECK BETWEEN NORTH & SOUTH DECKS. 1 $ 1 1 E- 1 BUILDING LINE - L. J 8'-6, REMOVE EXISTING WOOD DECKING (VERIFY) AND EXISTING CONCRETE DECK AND BUILDING FELT ~ DOWN TO 3*6 T&G WOOD DECKING. REMOVE ROTTEN OR DAMAGED 3x6 WOOD DECKING AND ANY NAILS, | SPUNTERS AND SHARP OBJECTS PROTRUDING FROM THE DECKING WHICH MIGHT DAMAGE OR PENETRATE | NEW WATERPROOFING MEMBRANE- - DENOTES EXISTING WOOD HANDRAIL TO BE REMOVED Ir i 1 11 1 11-1 1 11==1 45 *2 EXISTING 2x6 WOOD DECK - TO REMAIN | REMOVE EXISTING STEEL AND - CONCRETE STAIRS AND WOOD ~|-1 HANDRAILS 2. 1 NOTE: REFER TO STRUCTURAL PLANS AND DETAILS FOR ADDITIONAL I DEMOLITION REQUIREMENTS. 1 1 - .2 - EXISTING DECK LEVEL 4 SOUTH ~558 1/8- = 1'-0" DATE: 2/19/91 *4~ ---111111111111111111]1111111111111111 vHATEAU ROARING FORK SHEET NUMBER F lt=ZE'JOHN R. BAKER, AIA,11 -_-- V Â£ JOHIU~MER ~EZZIZArchitecture-Planning-CAD CONDOMINIUMS 4% DECK REPAIR PROJECT 419 --1,1 J 1 11' 1 181 'Cltll l it' ' l l '1' 11[]1 11 '1111 - 17 ~ AR.933~ 1039 EAST COOPER, ASPEN, COLORADO 81611 OF 11111111111111 li lill 11111 1111111'll SHADED AREAS DENOTE EXTENT OF NEW DECKING. SEE STRUCTURAL i. 1 1 L -11 BUILDING LINE ~ 1 1 1 1 NEW REDWOOD DUCKBOARD 1 1 7 DENOTES LINE OF NEW --- -1 I. 1 STEEL GUARDRAIL 1 19 NEW STEEL STAIRS Â· , 1 11 11_ A NEW TS 10*3xl/4 AND STEEL 11 HANDRAIL AROUND EDGE OF | DECK. SEE STRUCTURAL PLANS ; FOR DETAILS AND DIMENSIONS. DENOTES LINE OF EXISTING DECK ---~1111~111~ ---11â€¢M Â»11â€¢IMflf NOTE: REFER TO STRUCTURAL_ PLANS REMODELED DECK AND DETAILS FOR NEW DECK DIMENSIONS. - LEVEL 4 SOUTH - 0 I 1/8" = 1'-0" DATE: 2/19/91 gOL-Â£4\ --111111111111111111111111111111111 CHATEAU ROARING FORK SHEET NUMBER 1\==dJOHN R. BAKER, AIA <~Il |~~~<*~7~E~) )-Architecture-Planning-CADI CONDOMINIUMS Â«__Â»f -~J. I Joll W. 'cUL Ltil' I ll J ' UU I | 1 |6| I 1 |2| - DECK REPAIR PROJECT 44 A RS// ii,tiiitiaiiitii,iiiiiiiillf?Til T? 11 1039 EAST COOPER, ASPEN, COLORADO 81611 OF 52 . \O\ :c V. M r 2" O.D. STL. PIPE BRACKET 119 AT EACH COLUMN rk-B.ae 20 2 1/2" O.D. STL. PIPE GUARDRAIL n 3 Iz BRACKET - 2" O.D. STL. PIPE HANDRAIL 2" O.D. STL. PIPE Zz 7%- 1 n a=Im= \-/ i.--O>z -~- 6- x ZE 1. 6" L m - IN'P. 3 JO= MAX. 0>= 1 I 1 2 2 L 1/2" O.D. STL. BAR 2" O.D. STL. PIPE POST @6'0.C. MAX. . 1" O.D. STL. BAR 889 ZC 0 O;0 K0 TS 10xjxl/4. SEE STRUCTURAL. EEZ TS 3x3xl/4 COLUMN. SEE STRUCTURAL. O 0 -1-1.1 0 30 ELEVATION HANDRAIL/GUARDRAIL TYPICAL ELEVATION OF C====1 M 30 1 1918 0aVE!0100 dSV '83dOOD lSÂ¥3 6Â£01 ~zo,~1,96 Htlifi 1 arturp'11-ts 1VHO ZIEZZI~ 11 81Â¥d321 >1 l 6/6 L/Z :31-Va /0/ g Z j: :l S , 2x4 REDWOOD DECKING WITH 1/4" CÂ»1_2* TS 3x3xl/4 COLUMN SEE STRUCTURAL SPACING. SECURE TO SLEEPERS WITH 2 DECKING SCREWS PER SLEEPER. 2 1/2" O.D. STL. PIPE 2x 4 REDWOOD SLEEPERS @ 24" O.C. 13 3 02 GUARDRAIL. SEE 1/8" - - 3 I- CO SCALE PLANS & 3-D WITH STRIP OF ELASTOMERIC MEMBRANE ON BOTTOM. -TZE DRAWINGS FOR LOCATIONS. \. + Poz U. 2" O.D. STL. PIPE EXISTING 3X6 WOOD DECK. REPLACE ~+ HANDRAIL CONTINUOUS ROTTED OR DAMAGED SECTIONS ~ ON ALL TS 1 0x3'S & REMOVE ANY NAILS, SPLINTERS I , =Im= ./ OR OTHER SHARP PROJECTIONS E-O>- AROUND DECKS & STAIRS. 6- x- WHICH WOULD DAMAGE OR J Frl _ , 3", - 2" O.D. STL. PIPE BRACKET PUNCTURE THE NEW MEMBRANE. 3;0= 2 @ EACH POST & COLUMN. (0 3=14 EXISTING STUCCO FINISH - 1 k E h .1 1/2" O.D. STL. BARS = ~~ @ 6" 0.0. MAX. 1/4" PLYWD. OR APPROVED EnfIE CUSHION BD. TO COVER 2" 0.0. STL. PIPE =2=SDA<. 1(RI 1 11 11 POSTS @ 6' O.C. MAX. STL. BAR - ELASTOMERIC MEMBRANE - GALV. STL. GUTTER CONT. (CONT.). EXTEND UP WALL BETWEEN DECK & TS @ & UNDER RIGLET. (C) LEVELS 2, 3 & 4. O 1><110><11><<11><11><113><11><11><11><11><11>lili><113><211><11><11><11>< Eâ‚¬117â‚¬113â‚¬117~11'5257~ ~ 80 I , XO> 'V /VVW /VVIVVVII / -0030 @ Â©@ EKO STEEL BRACKET. SEE 55 i Â© STRUCTURAL DETAIL A/S2 -0 ZPO 8CZ @Â© 45' M K O f\~- TRIM END OF EXISTING O 0 -ITI EXISTING 6X 12 WOOD BEAMS 6X 12 BEAM 0 30 SEE STRUCTURAL DETAILS FOR TRIMMED LENGTH OF BEAMS X AM M SECTION 'A' TYPICAL SECTION THRU DECK AT LEVELS 2, 3&4 Z 4 = 1'-0 rn & 3 1" LO 10 L L 9 L 9 OaVEI0100 'N3 dSV '33d003 1SV3 690 L g'2611Â£~gl~~1Â°#[~{<1~ ~9 i344%0~~t If IX 31VHO -- 111 111 EXISTING STUCCO EXTERIOR FINISH. REMOVE STUCCO TO APPROX. 6" ~-- ABOVE 3x6 WOOD DECKING, INSTALL REGLET AND PATCH STUCCO TO MATCH EXISTING. FRY STUCCO REGLET WITH SEALANT AND FRY "P" VINYLOK FLASHING RETAINER. - - ELASTOMERIC MEMBRANE PLYWOOD FILLER 2x4 REDWOOD DECKING WITH 1 /4" SPACE. SECURE TO SLEEPERS \071, ' WITH 2 DECKING SCREWS 0 @ EACH SLEEPER. . /- j ->,J 2x4 REDWOOD SLEEPERS , 1 I A I. @ 24" 0.0. WITH ELAST. 0 1 10 + A 1 MEMBRANE STRIP ON , 1 0 4 BOTTOM. I / 01 CANT STRIP CONT. \ <-2~[ 4 \ 1/4" PLYWD. OR 27/20Â«Â»< 1 APP ROVED CUSHION BD. TO COVER IRREGULARITIES Â»~<~/ 0~0/>~/ J. IN DECK. V /VVÂ« /V ./ \/ /\ EXISTING 3x6 WOOD P\.l 9 0\09 4 09\ / DECK. REMOVE ANY SHARP k PROJECTIONS WHICH MIGHT DAMAGE NEW ELAST. MEMBRANE. i DETAIL 5 ~ 5 TYPICAL EXTERIOR WALL BASE DETAIL AT LEVELS 2, 3&4 6" = 1'-0" DATE: 2/19/91 /NL..Â£91 ----3 111|11111|111111|111|11111111|11111, CHATEAU ROARING FORK SHEET NUMBER , ==IJOHN R. BAKER, AIA 111 ~<r ~J0HN~7~KIR) ) -Architecture-Planning-CAD:ZEZZ=. CONDOMINIUMS 4/ __l J ILLI lil '1111Lt ~' ll' 1~' 0 I '111ILLLI '.- DECK REPAIR PROJECT 21 illillidiallilillillilili~Tlitililili 1039 EAST COOPER, ASPEN, COLORADO 81611 OF REDWOOD DECK @ LEVELS 3 OR 4 ac 1 4 20 0 4 - 41 0 0 C? 1 :,0 .4-Â» 4 lo 1 .1 F 4%B TS 10x3xl/4 B SEE STRUCTURAL NOTES & DETAILS ON SHEET S2 FOR COPING @ LANDINGS I E 36" WIDE "McNICHOLS" OPEN GRIP STEEL TREADS Q: 94\ REDWOOD DECK @ LEVELS 2 OR 3 - D\MENS\ON E 1 12 | NOTE: NEW STEEL HANDRAILS Uk 1 2~ ARE NOT SHOWN IN THIS VIEW 441 \1 . I *000 FOR CLARITY. 8443\ 0 / 33/ ' TYPICAL STAIR Â© LEVELS 2&3 VIEW SHOWN IS FOR STAIRS AT NORTH END OF BUILDING. USE OPPOSITE ORIENTATION FOR STAIRS AT SOUTH END OF BUILDING. DATE: 2/19/91 -1111111111111111111111111111111111 - - CHATEAU ROARING FORK SHEET NUMBER ):Azz=IJOHN R. BAKER, AIAN - - CONDOMINIUMS 22 f~"U,~75 1-Architecture-Planning-CA[CZEZZE 21_~0/6/ Â«'.1.1 11'1181.11LJOILLU 'PJ'ul-t'~114444- 1039 EAST COOPER. ASPEN. COLORADO 81611 w DECK REPAIR PROJECT ~ | ~49 A KE~ llllllllllllllllli1lIlIlI'''I''''''I REDWOOD DECK @ LEVEL 2 2 114 1 -ROAE : t t al F4 la 41 \t\ (01 93 1 178 TS 1 Ox 3 x 1 /4 SEE STRUCTURAL NOTES & DETAILS ON SHEET 62 FOR COPING @ UPPER LANDING \ -1 36" WIDE "1\AcNICHOLS" OPEN GRIP STEEL TREADS EXISTING WOOD DECK - 11 11 NOTE: NEW STEEL HANDRAILS ARE NOT SHOWN IN THIS VIEW 6 / 'b FOR CLARITY. STAIR @ LEVEL 1 VIEW SHOWN IS FOR STAIRS AT NORTH END OF BUILDING. USE OPPOSITE ORIENTATION FOR STAIRS AT SOUTH END OF BUILDING. DATE: 2/19/91 111111111111111111111111111111111 ,/ 4=ziJOHN R. BAKER, AIA~ - CHATEAU ROARING FORK SHEET NUMBER ~JO~~0376~~ ~~Architecture-Planning-CAD CONDOMINIUMS 23 ~ ,*-_~ Â«p'.1 "1' 11'. '111'111~ ll' 1'.Ull.lile'ell,16- 1039 EAST COOPER, ASPEN, COLORADO 81611 OF DECK REPAIR PROJECT 111-1111111 lillillllllllllll1llllll1ll TING FLOOR TO FLOOR HEIGHT ~ 9'-4 1/2" /r ,j f , h 1 ,1 i 1/ 1* . 4 I/ 1 //1 / A 1 IC lI 11 -24 1 07# 11/ --- Ii 0~~ZE-# j / 11 i p- 9990 / 34 i ic- 1/1 -===U-- 44 -2 4 k y 4 11 4<#9- 0 - /==Egee~#, lI - Uck / // tv -1-73 4 1 4 b -4 -i-/ j A 1 0-00FF. 6/ , li 2 # P -- y /4/9 6 P. hi # f' 4 i , 4 0 11-- 1 LEVELS 1 THRU 4 NORTH LOOKING SOUTHEAST L 130- 3-D VIEWS ARE SHOWN FOR DESIGN INTENT ONLY. REFER TO SHEETS NO. 19 THRU 23 FOR DIMENSIONS AND DETAILS. DATE: 2/19/91 43LER* _ ! lili 111111111111111111'11'11'11'~~~ CHATEAU ROARING FORK SHEET NUMBER It#L. ~\==*JOHN R. BAKER, AIA ~ ~4~,t ~~..Architecture-Planning-CADIZEZZE: CONDOMINIUMS DECK REPAIR PROJECT 1 42-jf -110.'11Illl'~LUJâ€žLLU ll'I,LLIN310'ljllij.- lilt,killit,'',iii.,lilili11111111111 1039 EAST COOPER, ASPEN. COLORADO 81611 AS -f # / ~ ll\\ \\ 1 t \ CNA 1/ cl 124~ LOOKING SOUTHWEST LEVELS 2, 3&4 Â»0464 3-D VIEWS ARE SHOWN FOR DESIGN INTENT ONLY. REFER TO SHEETS NO. 19 THRU 23 FOR DIMENSIONS AND DETAILS. - 4 RAA#*$144>44 [34314?12%- h.1 N\\ \Ch \\ \85 \ L.424[21410 boot>24:432:L~ 12 4~*ill#44%1#31:kllÂ¢~% 4314401*zlift?Â»9~~- ~UÂ»un~%]3~ 4~3~ 4.14-4 244:LII# 3x u i \~I L -\ --1#LO~ N \2Â»3:i ~ ~Â»944<12#141*kint=- 1/ 1.1 ill \ 04: \-03.1 Â«i'44%442 1945Â»4:zy -b> \2343*=22Â» \ /5144% Â» 4%40\\ \474 4 Â«\\ 1 t,/ 1 Yz- lf* 43 , \,al A - \\9-4 1 Â«3 -44 fof-f ffit bi lix Upi 19 4X X~~ rtÂ« es.. ri-.Tz:zk kiri 4 \|-33%*lrk\\24 /x\\ 1 0.:Zkh:% \<4\ 44\2*\1\1\\\\ N \ -\t*41 I Vt.pl lid.4-4.-L N*Ck\\ 1/ 42444 9 41 2443 54: Â«44:2,/WEEEF 4 | |i %4* \En \\41\-VVI\3311% \ Â»429 1\\ ~ 4 1 3 4 w#L- ;*r..*\ 47---/ 1 4 Abr \ 1 4\54- \ \11 1 - 8& I 1 \ 1\ Â»1'Flf -4- i 11. \ \.4 -43~LIftx "-2- 111 Â». 44 L>z- 1144 -Â»ti 4-i 1 ~ G [Im i n: -E- , lk* 3>Z / , / - i 1*64444 ~14 .6=1- 32< 1 ~4xS>--* 11krvwt '554 f#*ArÂ« 14 04343Â«Â« 1 ril I.. 55> - i I NAM- \\ \\ . 1 = C\ \\At\\ 424442* It -* ~r 21024:ZA*Cit \IN DATE: 2/19/91 \ 4-~ 11'11'11'11'11'11'HI'l~~~~~~~H~~ CHATEAU ROARING FORK SHEET NUMBER CONDOMINIUMS IF~"~~7~~4~~cH~I~ec~reE-Ap~En~ingAI~AD.--___- - 14 / DECK REPAIR PROJECT %94~.'ll'11' l!1'121!jl'Jillittillillile- IlllllIlllllllllililllllllllflllllll 1039 EAST COOPER. ASPEN, COLORADO 81611 11 / i \Vi lilli d / u n 1 l m'' i lillill Illilli f / f Â«#. jil 1 ffjf ---- 1~>ff ft 11 l f 2 9/ ' /9 9 4 f /1 ilii / , A Iii 1 91 4 271 l / 70Â« LEVELS 2&3 BOTTOM OF STAIRS 3-D VIEWS ARE SHOWN FOR DESIGN INTENT ONLY. REFER TO SHEETS NO. 19 THRU 23 FOR DIMENSIONS AND DETAILS. DATE: 2/19/91 *Et Cath -px !1111111111111'11'11'11'111'11'll ~~ CHATEAU ROARING FORK SHEET NUMBER 3~WJOHN R. BAKER, AIA~ IN R. BAKER~ 303761 jj $~Architecture-Planning-CAD*ZIZE: CONDOMINIUMS J#) I ' 1. I ll I ll'. '212,Â® 'cl i l, I 11-Nlil | ~L ILL- DECK REPAIR PROJECT to*R.st> -ruillitillillillilillitillillililill 1039 EAST COOPER, ASPEN, COLORADO 81611 OF I -N <1*4 1 ,%2229 1-4 1 &....i %**~ #:*i:â‚¬ : - - %44 i- i.. \----\\\\\-~ \2:24- - 111\ 1 1 1 1 --Ii LEVELS 2&3 TOP OF STAIRS 3-D VIEWS ARE SHOWN FOR DESIGN INTENT ONLY. REFER TO SHEETS NO. 19 THRU 23 FOR DIMENSIONS AND DETAILS. DATE: 2/19/91 X4<4-Â£%4 -31111111111111111111111111111111'ill CHATEAU ROARING FORK SHEET NUMBER g)-dJOHN R. BAKER, AIA 303711 ~2~.Architecture- Planning -CADEZZIN CONDOMINIUMS 6 2 ---1.'.11 L '11' 11Ullit! ll' 1,1 '1111 ii||lii DECK REPAIR PROJECT rk) AR.* Illllllllllll1ll111i1lllll 1-lftilvitit-- 1039 EAST COOPER, ASPEN, COLORADO 81611 1\\ -- i 9-1 1 ..1 4\\ MA~ ~4% A n ft / /1- ~ 0% 11 -1 Â» 44, 01 - 1 1 9 10/27 4 1-1 -1 4 ice iiI....... 'Tit Ni % -21 64% 1/ / /1 4 -1- 4 KA :4 A A ...4 // -Â» A 44-4-93 12% 31-4 1% 12.0/ 1% Q: tt- / ./ \4\ if, 14-40Â»1594 r Â« 0/5 //// 3 4& 1.41\ 4 5555 ff 595Ii - z . ~ -- zt , \ I .4 5 55 5555ff 1474Â« \ 2.00Â» Â«41 9 \=*2-4 /33 ff f 1 4 41* 4.%. 42/- -9-4-</- 35,65 22222 Â£Â£EFEr ~Tas -.FIEIZIEETI'/TZImrIZ#E#Jili &565&66&65% \1 -%4 4 7-X-KI 4Â»93 /\:991 \11/ 4 1 -40 3 folift~ iÂ«/391Â« | LEVEL 1 34~23%*<// BOTTOM OF STAIRS %-33~0,5 A 3-D VIEWS ARE SHOWN FOR DESIGN INTENT ONLY. REFER TO N\\ ...i#~P// SHEETS NO. 19 THRU 23 FOR DIMENSIONS AND DETAILS. -\\ r.i- 3>Â«~c 1 ./ 1 ~i< DATE: 2/19/91 /05.-** -_] 111'lll'll'll'lll'll'll'll'lll'll ~~~ CHATEAU ROARING FORK SHEET NUMBER 44==NJOHN R. BAKER, AIAI CONDOMINIUMS f 110~~~jxul IZE-Architecture-Planning-CADICE.--: 28 61 =/ 1 I'.' L ' 1J.' '11LUL' I ' I J~' 0-1-1'0il'Â°IliJ|â€¢- DECK REPAIR PROJECT 03â‚¬ A Rst/ -~11111111111111111111 1 111111111111111 1039 EAST COOPER, ASPEN, COUORADO 81611 //322Â«1\ 11 fl -1 -\L \X P \ \41 -- Â«Lti~~34*24-4*Â« 1- -4--b~k# [i] 4 y# # 44 32- \ \<E \.~ \ t. ,% ~\\\1\\ \\ \\ >\~ \ ~-4 4 #rttiN \ \ \1444 Nx \2\ \ 6\ \ \ 44%& 4,~4 \~ \\ \ \\ 1 1 Â·i- \ 17 \123~X\\4 I.1 ikzxix 2\ \4 \ \\~0/ 1 11 - \li-- 11/1 1 -\44Â»%-N \\6 vÂ»/-4 111% NNR I 1 1Â« 4 1/ 44 1 1.1 r /// 44 1-Al / th /Â», 9.tit 1 . ...1 h -4 4 /2~ F.%// 4 4 LEVEL 4 . \Â« -55 -bÂ» TOP OF STAIRS \ Â»/ / \ 3-D VIEWS ARE SHOWN FOR DESIGN INTENT ONLY. REFER TO , r.%,4/ A, SHEETS NO. 19 THRU 23 FOR DIMENSIONS AND DETAILS. DATE: 2/19/91 432-**x -111111111111111111111111111111111 'tz==IJOHN R. BAKER, AIA~ CHATEAU ROARING FORK SHEET NUMBER 303701 j-Architecture-Planning-CAD CONDOMINIUMS 4 DECK REPAIR PROJECT ,~, ~ #9 -1'.1.' Ll' W. ILLLU '11 11'll-03'(fillfU 28- 1039 EAST COOPER, ASPEN. COUORADO 81611 440 A *33>' IlllIIlIllIllllllIllllIllllllllllllli ii i i ii iill'iiii'' // /////Il / // 1 Nill lililllili I P.*br~,Ah pb E-Fralxx Â»4 .elÂ« 4 IÂ«%%~.5 Â»41Â« Â«Â« 4 44 \44 TYPICAL POST & COLUMN BRACKETS & RAILING CORNER CONNECTIONS 3-D VIEWS ARE SHOWN FOR DESIGN INTENT ONLY. REFER TO SHEETS NO. 19 THRU 23 FOR DIMENSIONS AND DETAILS. DATE: 2/19/91 43-** !11111111111111111111111111111111 74==1JOHN R. BAKER, AIA~ CHATEAU ROARING FORK SHEET NUMBER < 303767 ~ )~Architecture-Planning-CADIII.ZI CONDOMINIUMS A-4 -1'.'.IL'*lili. 111JJâ€žli,l! Ill 11.Ut'11'1111,- DECK REPAIR PROJECT ~ O 1039 EAST COOPER, ASPEN, COLORADO 81611 lllllllllilllllll1Illlllllllllllllll1 5.--r L -/3 I - 4 CASELOAD SUMMARY SHEET City of Aspen DATE RECEIVED: 3/29/91 PARCEL ID AND CASE NO. DATE COMPLETE: //// 2737-182-34-024/039 A17-91 STAFF MEMBER: KJ PROJECT NAME: Chateau Roarinq Fork Stream Margin Review Appln. Project Address: 1039 East Cooper, Aspen, Colorado 81611 Legal Address: APPLICANT: Chateau Roaring Fork Condominium Assoc.,Inc. Applicant Address: 1039 E. Cooper, Aspen. Co 81611 REPRESENTATIVE: John R. Baker, AIA Representative Address/Phone: P.O. Box 448 Carbondale, CO 81623 963-9026 PAID: YES x NO AMOUNT: $113 NO. OF COPIES RECEIVED 1 TYPE OF APPLICATION: 1 STEP: 2 STEP: P&Z Meeting Date PUBLIC HEARING: YES NO VESTED RIGHTS: YES NO CC Meeting Date PUBLIC HEARING: YES NO VESTED RIGHTS: YES NO Planning Director Approval: Paid: Insubstantial Amendment or Exemption: .03<f Date: 414 14 j /1 '1 /, REFERRALS: City Attorney Mtn Bell School District City Engineer Parks Dept. Rocky Mtn NatGas Housing Dir. Holy Cross State HwyDept(GW Aspen Water Fire Marshall State HwyDept(GJ City Electric Building Inspector Envir.Hlth. Roaring Fork Other Aspen Con.S.D. Energy Center DATE REFERRED: INITIALS: FINAL ROUTING: DATE ROUTEib: 4 ' INITIAL: k<f- City Atty - City Engineer _~_(00#4 7 Zoning 'Env. Health Housing Other: FILE STATUS AND LOCATION: ./mm t~== =/1 / MEMORANDUM TO: Bill Drueding, Zoning Officer THROUGH: Amy Margerum, Planning Director FROM: Kim Johnson, Planner RE: Chateau Roaring Fork Stream Margin Exemption DATE: April 1, 1991 SUMMARY: Planning staff recommends approval of Stream Margin Exemption for the reconstruction of approximately 3,500 square feet of second, third, and fourth floor decks and walkways on the river side of the Chateau Roaring Fork condominiums. APPLICANT: Chateau Roaring Fork Association represented by John Baker LOCATION: 1039 E. Cooper ZONING: R-MF APPLICANT'S REQUEST: The applicant wishes to rebuild several upper story decks and walkways at the condominium. The existing decks and walkways are structurally unsafe by current building code requirements. This request involves a basic one-for-one replacement to upgrade the safety of the structure and does not involve any contact with the river or bank. Later this year the applicant will return with a full stream margin application to replace the river-level decks including new foundations along the bank. ENGINEERING REFERRAL COMMENT: Having discussed the proposal with the project designer and Planning staff, Jim Gibbard concurs that this proposal meets the requirements for a stream margin exemption. STAFF COMMENTS: As described above, this project takes place on the upper floors of the condo building directly adjacent to the river. The residents of the building will be vacating the structure during the 8-10 weeks of construction. Exemption from full Stream Margin review is possible when the following standards are met: 1. The development does not add more than 10% to the floor area or increase exempt floor area by more than 25%. RESPONSE: The development is proposed to replace existing deck and walkway structures. No expansions will occur. 2. The development does not require the removal of any trees requiring a removal permit. RESPONSE: No trees need to be removed by this project. 3. The development is located such that no portion of the expansion, remodeling or reconstruction will be any closer to the high water line than is the existing development. RESPONSE: The existing and proposed decks are approximately 10 feet and more above the high water level. This work will not affect the flood level of the river, nor be closer to the high water line than the existing decks and walkways. 4. The development does not fall outside of an approved building envelope, if one has been designated though a prior review. RESPONSE: The deck replacement does not fall outside of the existing building envelope. 5. The expansion, remodeling or reconstruction will cause no increase in amount of ground coverage of structures within the Special Flood Hazard Area. RESPONSE: The deck replacement will cause no increase to the amount of ground coverage within the flood hazard area. STAFF RECOMMENDATION: Staff recommends approval of Stream Margin exemption for the Chateau Roaring Fork deck and walkway replacement with the following conditions: 1. All demolition debris must be prevented from falling in the river by using protective barricades or netting erected underneath the work area prior to any demolition. 2. This exemption applies only to the 2nd, 3rd, and 4th level deck work. Full Stream Margin review is required for the next phase of demolition/construction. I hereby approve the Stream Margin Exemption for the deck and walkway reconstruction at the Chateau Roaring Fork Condom' niums with the above conditions. (1(v. C, 4,0;2- 99hi Am]~Margeru~ planning Director Dat& 1 jtkvj/Chateau.dirmemo 2 COOPER AVENUE 1 - 5725!2JlgE. 69912- . d Tls / / 1 40 j -33. S >Pe... 1 1 1% 1 1 e Qg ~ SHADING DENOTES LEVEL 1 DECKS =Eâ‚¬-&:1 1 l S75d09'11"E 107.0' ./.-~= , Ct 5-j= 22*14 / 4â€žE...1 / ./ 0 1=q - Z NOTE: AREA OF WORK -1 INCLUDES NORTH, EAST -%711 AND SOUTH FACES OF 3 0 1 -Â¥1 BUILDING "A". m \ PARKING --+ 1 1 =31 I[ \ =1 - ~ 390 \ 4 2 1 -4=1 1 - DURANT AVE -3-971 7 rJ L PROPERTY LINE 9 N75d09'11"W 155.0 SITE PLAN TAKEN FROM A SURVEY BY GERARD NOTE: SITE PLAN INFORMATION IS H. PESMAN, DATED AND FILED ON 1" = 40' DECEMBER 31, 1969 IN PITKIN CO. 0 DATE: 2/19/91 1 3L-*4\ 111111111111111111111111111111111 34\=zzIJOHN R. BAKER, AIA~ - CHATEAU ROARING FORK SHEET NUMBER JOH'Ll~KER~ ~ -Architecture-Planning-CAD CONDOMINIUMS 'Illlllllllllllllllll1llll''IlllllI1 DECK REPAIR PROJECT ----P.O. BOX 448, CARBONDALE, CO 81623-303-963-9025- 1039 EAST COOPER, ASPEN, COLORADO 81611 of Illlllll1lllllltlll[ll1ll 11111111 N14d50'49"E 119,05' BUILDING "B" 9"E 175.0' 460\1 -41\\ L_r| 2-1 l-1-1 L LEVEL 4 11 1 1 1 11 1 1 L--1 1 1 " 1.-F 1 1 TOP OF NEW SEE SHEETS NO. 13&14 SEE SHEETS NO. 15&16 1 1 SEE SHEETS NO. 17&18 . Lr| 2-1 l_i-1 +1 to 60 LEVEL 3 L i i 5 31 1 i: i L-r I ' TOP OF NEW 1 IREDWD. DECK SEE SHEETS NO. 9&10 cm~!~1_.-1 ' 1 SEE SHEETS NO. 11&12 . 1-2 2-1 L-7 +1 , 1,0 L 80 LEVEL 2 1 1 '' U li i 1 L__jimmnwil--2 ~ ; - 1 1 It 1 L.r- 11212 NK SEE SHEETS NO. 9&10 1 p.=.1--J 1 1 SEE SHEETS NO. 11&12 2 41 2_Ir LEVEL 1 <LFA - L * C. 1 I i i v 1 3\ ~ E 1 /1 \411 ! TOP OF- EXST. SEE SHEETS NO. 3&4 ~ SEE SHEETS NO. 5&6 11 m ;WOOD DECK .~ *0 \4 9%04-~ ACEs: SEE SHEETS NO. 7&8 ~ DECK REFERENCE PLANS PLANS ON DRAWING SHEETS 3 THRU 18 NOTE: REFER TO 1/8th INCH SCALE DECK FOR DETAILED DESCRIPTION OF DEMOLITION NO SCALE AND NEW WORK 0 DATE: 2/19/91 lllllllIillllllili1llllltilllllllll CHATEAU ROARING FORK SHEET NUMBER \0\ ==IJOHN R. BAKER, AIANi 0,114 "-BAKERI )ZE=ZArchitecture-Planning-CAD:ZE==ZE CONDOMINIUMS DECK REPAIR PROJECT ~ 303761 29 _lpUilulll '111|NAL' '1'11~ ~14111Â·~]1[116- 2 llllllllll1ll1lllllllllllllllllltllll 1039 EAST COOPER, ASPEN, COLORADO 81611 OF .a...1 (Ula.3/ 1-HOOH *10013-01-80013 HSINI3 143483A ATIX121ENT 1 IAND USE APPLIC:ATION FO D .1) Projoct Name ~la~*0.u. Fhear'25 f*rlÂ« - 13Â£,sk. F)ee-If pre koT L-) 2) Project Incation |099 E- CeÂ©fwzr , le,u; |Jin "Af' ( irdicate street adkiress, lot & block number, legal description where apprepric ke) 3 ) Present Zoning 1=,MP 4) Lot Size 58>15~T r Â·F.(AFr'K ~ 5) Applicant's Nana, Address & Phone # LOWeau,Fleâ€¢kr;,j Fark CU Mvâ€ž U.14,1 +69*2(46, t |0031 E.ed'oper< AipÂ·=",CO St<01\ , SolÂ·129Â·2664 6) Representative' s Name, Address & Ptione # JeL, Fl. 'Ea,ker j Art,~li=[-,21- 14413 4-3' &2, OB# 26Â£3 , (0-k,rjge,=|,a,Â£ , CO 61*23 963.9024, 7) Type of Application (please check all that apply): Conditional Use Oonceptual SPA - Conoeptual Historic Dev. Special Review Final SPA Final Historic Dev. 8040 Greenline Conceptial FUD Minor Historic Dev. EArm,jian frbv. X StrE ' kargin Final FUD Historic Demolition Mountain View Plane Subdivision Historic Designation Condcminiumization 'lbd/Map Amendment - GEOS Allotmerrt Int Split/Iat Line - CMOS Exaption Adjustment 8) Description of Existing Uses (nuaber and type of existing structures; approximate sq. ft. ; ruimber of bedmins; any previous approvals granted to the property). , 1, , C '' 'mrta.t ~n. 52 (SelAOB-v'At {/7 I CL~MA Ur 8061%26 IA 1 J 14Â· uu-1,6 4 J fRJ Witj /127 f. 9) Description of Development Application Â«e' 14&24 'Dep' ' VAâ‚¬ AA7F On :Fl-'te,1 47 UUâ‚¬,4 10) I{ave you attached the following? FIL/ovelr Response to Attadment 2, Mininum Stllnlission Contents -t i *R 201991 0, Response to Attadment 3, Specific Suhnission Contents \\ i Response to Attachment 4, Review Standards for Your Applic~Â¥ nn L. 03l 29 Il I APPLICATION FOR EXEMPTION FROM STREAM MARGIN REVIEW Chateau Roaring Fork Deck Repair Project - Phase 1 Description of Development The Chateau Roaring Fork, Building'A' is a four-story wood frame and masonry condominium/lodge facility constructed in 1969 along the Roaring Fork River. The existing 6x12 timber beams which support four levels of decks on the east face of the building(overhanging the Roaring Fork River) have aged to the point where they are sagging and desperately in need of additional structural support. In addition, the decks are required for emergency exiting from the fourth floor, and according to engineering calculations, do not meet current Uniform Building Code structural design load requirements for exiting. Therefore, the Chateau Roaring Fork Condominium Association has decided to repair the decks by adding the necessary structural supports while at the same time undertaking additional aesthetic and building code compliance repairs. The structural work consists of two measures. The first step is to reduce the structural dead load by removing the existing 3" to 4" concrete topping and cutting back all decks by approximately 6" in width. The second step is to add structural steel beams and columns along the outermost edge of the decks to support the loads required by the UBC for emergency exiting. The structural design calls for new steel columns which support the decks and rest on new concrete piers situated within the Roaring Fork River#oodway as currently mapped. Municipal Code Chapter 24, Section 7-504, Part C does not allow construction within a floodway, therefore, the Chateau Roaring Fork Condominium Association has begun the process of applying for a revision to the floodplain information map which, when approved by FEMA, will relocate the floodway far enough away from the building to allow construction of the piers. The deck repair project has been split into two phases in order for construction to remain on schedule and to allow time for the lengthy map revision and permit approval process. Phase 1 construction includes nearly all structural steel, stair and handrail work above the floodplain and is scheduled to begin on April 8th and be completed by June 10, 1991. Phase 2 construction includes the concrete piers and is scheduled to begin as soon as the floodplain information map has been revised and the building permit is approved. This application for exemption addresses Phase 1 only. An application for Stream Margin Review for Phase 2 will be submitted at a later date. RESPONSE TO AFFACHMENT 4 Chateau Roaring Fork Deck Repair Project - Phase l 1. The deck repairs do not add any floor area to the existing structure. 2. The deck repairs do not require the removal of any tree. 3. The deck repairs are no closer to the high water line than the existing development. 4. The deck repairs do not fall outside of the existing building envelope. 5. The deck repairs will cause no increase to the amount of ground coverage of the structures within the Special Flood Hazard Area. RESPONSE TO ATTACHMENT 3 Chateau Roaring Fork Deck Repair Project - Phase 1 1. See attached Description OfDevelopment 2. See attached Construction Documents 3. & 4. There are no previous development approvals. A TADDUNE, HAZEN & 1,~ARY I AlTORNEYS AT LAW m ..0 4 ASPEN PROFESSIONAL BUII.DING 600 EAST HOPKINS, SUITE 301 ASPEN, COLORADO 81611 PAUL J. TADDUNE, RC. _,~,Ii,~~190 ERIN E HAZEN, RC. A~ (303) 925-9199 GARY S. ESARY, RC. WILLIAM K. GUEST, P.C. OF COUNSEL March 19, 1991 City of Aspen Planning Department 130 S. Galena Street Aspen, CO 81611 Attention: Kim Johnson, Planner RE: Exemption from Stream Margin Review Dear Kim: The Chateau Roaring Fork Condominium Association, Inc., a Colorado non-profit corporation is, by virtue of the Condominium Declaration, governing the Chateau Roaring Fork Apartments (a condominium) and the authorized agent and attorney-in-fact with respect to all actions taken regarding the Common Elements of the complex. The repair requested and sought affects only those Common Elements. John R. Baker and/or Bob Patillo are authorized to submit and process all applications to the City of Aspen concerning this application on behalf of Chateau Roaring Fork Condominium Association, Inc. and the homeowners. The owners of all the units contained within the Chateau Roaring Fork complex are set forth on the attached Exhibit. Very truly yours, TADDUNE, HAZEN & ESARY a FT -iI Erin F. Hazen EFH:vds Enclosures CC: Dennis McComb John R. Baker 1 i UNIT/OWNERS AT CHATEAU ROARING FORK APRIL 5, 1991 CR #1 Eric & Janet Teddlie and Bill & Martha Wood CR #2 Hildegard Hattie-Jones CR #3 Jere & Ruth McGaffee CR #4 Allen Schwartz CR #5 William & Marcy Hammerstein CR #6 Donald & Beverly Hagner CR #7 Jay & Carolyn Rea CR #8 John & Josefa Grassl CR #9 Richard & Joanne Hansen CR #10 Elizebeth Fisher CR #11 John & Bette Kousi CR #12 Phil & Iris Rosenberg/Jeffery Kasch CR #13 Sanford & Nancy Richman and Marshall & Barbara Sher CR #14 Drew & Virginia Litzenberger and Johri Litzenberger CR #15 Marc & Helen Rubenstein CR #16 Bud & Patsy Greene CR #17 Bob & Lisa Kenna CR #18 Polly King Dodge CR #19A Robert Israel CR #19B Pamela Wallen CR #20 Molly Young CR #21 Eugene & Helen Mandel CR #22 Betty Weis CR #23 Charles Grantham CR #24 Robert Grich CR #25 Arthor & Bee Evans CR #26 Joe & Hope Ehrman CR #27 George & Sara Walker CR #28 Robert & Marie Prusak CR #29 David & Judith Milton CR #30 Leonard & Joan Eisen CR #31 Roberto Alvarado -- ----_ CR #32 Lawrence & Elizabeth Dutton CR #33 Ghaffar Farman-Farmaian CR #34 Ron Ennis CR #35 Baker & Penny McAdams CR #36 James & Mary Appel CR #37 Lee & Nancy Teng CR #38 Gwen Gregory CR #39 Michael & Joan Wilk CR #40 Mrs. Frank John - c/o Jim & Jean Jenkens CR #41 Geraldine Zuckerman CR #42 James & Betteanne Barash CR #43 Bud Wallen CR #43 A, B, C, Nick Coates 24 *CO~IES REID &WALDRON 'ht.1- / Real Estate â€¢ Rentals â€¢ Property Management 11/1 1 -291991 1~1 March 29, 1991 Mr. John R. Baker All Architecture Planning - CAD P.O. Box 448 Carbondale, CO 81623 RE: Back Deck Repair Project for Chateau Roaring Fork Dear John: As requested. please consider this letter authorization from the President of the Chateau Roaring Fork Association for you to act on behalf of the Association to secure all approvals and permits required for the Back Deck Repair Project. If further communications or authorization becomes necessary please contact me, Dennis McComb, Association Manager, at 925-2666 and all correspondence can be sent to Coates, Reid and Waldron, 720 E. Hyman, Aspen, CO 81611, to my attention. RespÂ¢~fully, fin Dennis McComb Association Manager DM/11 cc: City of Aspen Planning Office, Erin Hazen, attorney, Bud Greene, President Aspen Office Â· 720 East Hyman, Aspen, Colorado 81611 Â· (303) 925-1400 Â· FAX (303) 920-3765 Snowmass Office Â· Suite 113, Snowmass Center, Box 6450 Â· Snowmass Village, Colorado 81615 Â· (303) 923-4700 Â· FAX (303) 923-4198 i?111[4111*Jilif