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Home My WebLink AboutLand Use Case.HP.450 S Galena St.0015.2005.AHPC'450 S. GALENA St Cert No Neg Effect -273718222008 Cese 0015.2005.AHPC \ Bax H P- 9 7 R 1 .. City of Aspen Community Development Dept. CASE NUMBER 0015.2005.AHPC PARCEL ID NUMBER 2737-18-2-22-008 PROJECT ADDRESS 450 S GALENA ST PLANNER AMY GUTHRIE CASE DESCRIPTION CERTIFICATE OF NO NEGATIVE EFFECT; FEES BILLED UNDER REPRESENTATIVE STEVEN DUNN 925-5968 DATE OF FINAL ACTION 4/12/2005 CLOSED BY Denise Driscoll .. Certificate of No Negative Effect THE CITY oF ASPEN u] Approved U Denied Applicant: 6011,_~ 4 EDÂ« For the property at: 21Â£50 <E\. (g~'C e.(Ae,~ /16'f,04/ 416) This ~ D-~ day of ,2142 v Â£ 1 , 200 5 0/ \ [0 The following alterations have been approved: Elpa~11 evg( .Gelouj - ova-.1Â» a-12,Â·ho- 4-0 004(44 vo Uuill l K.j . . Ed With the following conditions: C] The applications has been denied for the following reasons: Â£~t-listoric hesâ‚¬Fvation Planner Expires 3 jears from date shown. Issuance of this certificate does not exempt the applicant from complyin4 with all City codes, including land use and building codes. ...... ROOFASSEMBLY: 90 MIL.E.P.D.M.BALLASTED ROOF JOB NO.: 2421 OSB HAILGUARD PROTECTION 2 POLYISOCYANURATE RIGID TAPERED DRAWN BY: SGD I INSULATION 2 El m El DATE: 01/20/05 3-1/2"RIGID FOAM &8-19 BATTINSULATION m El 00 CHECKED: AR PREFINSHED FLASHING/ GRAVEL STOP -4 SLOPE 1/4'| | 13]ELI 00 SCALE: AS NOTED . PER FT. MIN. ~ ~ 00 FILE ID: BELLY UP TYP. ff-I I : I ISSUE: 1 3| I PERMIT 01/12/05 U) -SLOPE . 069-pl ~ ~| REVISION: 01/20/05 11 6 A ----- __--- --3 m m BARRELVAULTROOFW/ CORRUGATEDMETAL ROOF(RUSTED) 1 - ---- - \\ \\ Â» 4 4 1 1 uT SLOPE 1 4 0 11 PER FT,MIN. u TY P. 00 31 2 2 E-- =3 C n -~<i -1 C= 2 - d 13=221 4 /1,1/ ROOFASSEMBLY: 900SB HA~GUARDAPR OTIC? 1220 F 1 2 '- 0 " 6'-10" 2 1 '- 4 " 6'-10" 12 0' POLYISOCYANURATE RIGID TAPERED INSULATION 5 9'0" 3-1/2"RIGIDFOAM&R-19 BATT INSULATION PREFINSHED FLASHING/ GRAVEL STOP *N ~ ROOF PLAN ~Lj WEST ELEVATION *SE 1/4"=1'-0" 112 ROOFASSEMBLY: 3-1/2"R IGID FOA M&R-19 BATT INSULATION.TYP. 5/8"TUGPLY.WD.DECK WATERPROOFMEMBRANE CORRUGATED METALROOF (RUSTED) 2 2 x WD.BLOCKINGAS ROOFASSEMBLY: REQ UIR ED W/ 1/2" EXTER IO R 3-1/2"RIGID FOAM &R-19 SHEATHING.(PAINT) BATT INSULATION-TYP. 5/8"T 8Â£3 PLY.WD.DECK ENCLOSE A OOF END S W/ 2 x WD. WATERPROOFMEMBRANE 6 x 6 ROUGH SAWN CEDAR RAFTERS, RE: STRUC. STUDS@24"O.C.W/ 1/2"EXTERIOR CORRUGATEDMETALROOF (X .2-4 /2 SHEATHING&CORRUGATED METAL (RUSTED) 7-VARV/5/ S ID ING (R l-ST ED) TY P. 2 x 6 STUD S @16-0.C.MIN. W/ 2 x WD.BLOCKINGAS (2)LAY ERS TY PE X GYP. B D. REQ UIR ED W/ 1/2" EXTER IOR ROUGH SAWNCEDAR COLUVIN SHEATHING,(PAINT) 4 b ------1 11 == M=-1 f===1 1 (MATCHEXIST.) 1 6"WIDEX 14"HIGHROUGHSAWN ---- -- ~ T/0 BEAM 6 x 6 ROUGHSAWN i T/OBEAM CEDAR BEAM, RAFTERS, RE: STRUC. TYP.STAIN TO MATCH EXISTING - - -~~ - - -~-- - EL 111'-8 ELifi'-E~ 37 1 8 Q Lu,u: i 6"WID E X 14"HIG HROUGHSAWN RENOÂ·SMITH 3 '- 8 ' 0, . ARCHITECTS Â· CEDARBEAM. TYP.STAIN TO MATCH EXISTING Â· EXTERIOR WALL ASSEMBLY: = -1 2 x 4 WD.STUD WALL. ~~~ -1 U RE: STALE. 2 x 6 ST UD 'S @1 6"O.C.M IN. W/ ELEV. L.L.C. 1/2"EXTERIORSHEATHING (2)LAYERSTYPEXGYP.BD. EQ UP. ELEV. A . =a R-19 BATTINSULATION 5/8"TYPEXGYP.BD, â‚¬ - 3 . 1 <C CORRUGATED MTL.SIDING ROOF ASSEMBÂ·Â·LE: 2 3/8' MIDE X - LU (RUSTED) 90 MIL.E.P.D.M.BALLASTED ROOF I 21/4'DEEPRECESS I ~ I OSB HAIL GUARD PROTECTION 605 WEST MAIN STREET CUTOP 0 -~ 100 m POLYISOCYANURATERIGIDTAPERED N'002 < U.1 INSULATION 3-1/2"RIGIDFOAM&R-19 ASPEN, COLORADO aol O BATT INSULATION 81611 1 PREFINS HED FLASHING/ GRA V EL STOP -- 8 1 G opil,9- 0121=1 (970) 925-5968 If) 1 A T/O SLAB o ENTRY T/O SLAB , ENTRY rm A IN A I TFRAIN T/O SLAB I ENTRY FAX SLOPE 0 5 EL 101'-9. EL 101'-3' < ELiOqi-i' (970) 925-5993 ~ T/O PLATE T/O PLATE 0 00. WATERPROOFMEMBRANE. 371 SOUTHSIDE AVE. 4"CONC.SLAB,DRAINMATW/ EL 108'-2. EL 108'-2' 3/4"PLY,WD.DECKING P 101 ~ 6 6'-8 1 /4"CLR. BASALT. COLORADO ROOFJOIST 81621 k Or ; ~ i RE: STRUC. ELEVATOR mEVATOR 1 1 VESTIBULE ELEVATOR VESTIBULE (970) 927-6834 mev. 3 1 /2"RIGID FOAM @R- 1 9 1 1 EGUIP. BATTINSULATION w FAX (2)LAYERS 5/8" (970) 927-6840 TYPEX GYP.BD. LU IL CONC.SLAB EXIST.CONC. CONC.SLAB .00 1 RE: STRUC. RETAINING WALL RE: STRUC. i WEB SITE * T/O SLAB T/O SLAB Â® www.renosmith. com . EL 100'-O' EL 100'-O' T/O SLAB I ELEV. PIT T/O SLAB o ELEV. PIT T/O SLAB o ELEV. FIT EMAIL ADDRESS . EL 48'-10' El-48'-10' ELfaw1( office@renosmith. com CONC. SLAB / FND.WALL '.Â·.1 . RE: STRUC, CONC.SLAB/ FND.WALL Â·1~ RE: STRUC. SHEET # 1 LOWER LEVEL ELEVATOR VESTIBULE PLAN ~ ELEVATOR S ECTION ~ 2 ELEVAT-2-8.-SE-QI-!OE - 4 - A/.1 4-1 NOTE: 1/4"=1'-0" 1/4"=1'-0" 1/4"=1'-0" CONTRACTORSHALLVERIFY MINIMUM HOISTWAY CLEARANCES ELEVATOR W/ ELEVATOR MANUFACTURIER ELEV.&SECT. 1- I . SLOPE SLOPE ~| NIPITVO dn ATIZIEBI 0 . . 0 . . . . Â»Â«Â«rfll- - M El INI- -7 JOB NO.: 2421 DRAWN BY: SGD Un 20 DATE: 01/20/05 -EXISTING SIGN DEMO Un a 1 32 0 0 ~ TO REMAIN CHECKED: AR EXISTING ,~ ~NEWROOFBEYOND FILE ID: BELLY UP STA IR - Un 3 7 -32 U LI **= SCALE: AS NOTED 32 6 7 4 _[L I / (BASE FOR STAIR 3 2 TOWER) -Â»-----21\ tr{ .-1 1 1 NEW ELEVATOR LE / -NEW PARTIAL HEIGHT PERMIT 01/12/05 \ I ISSUE: 1 111 1 / WALLINLINEWITH REVISION: 1 Ill I /' 1~ EXISTINGGUARDRAIL ~ 02/22/05 I 133 I l 2 A ------ EXISTING r-NEWGUARDRAIL L NE\N STA IR ------ GUARDRAIL TO REMA IN Pr] 11 I 1 ~ TO MATCH EX STING A 1 1 STARTRUNAT b ---- L bl 1 ------------. ---------_411.--/_L_ RETAINING ------- --1-- 1.1111 li li 1 ----- WALL - 11 -- - r-----7 00 11 1 5 EXISTING ------ - -~22~2~2#~ ~~ -3 1 ----Ii-------=..............- --TT--- '' 'j k STAIR - -_ 1 ~ 1 11 ~3~EX ISTING GUARDRAIL 4 TO REMAIN 11 1 1 *9 Â£ 1 11 1 1 11 El 11 11 1 1 1 11 /4 Â»1222-" . 3/4/// ~ 1144 11 11 11 11 1111, 0<A 1 ill ' 11 1 11 1 1 1 1 1 1 11 T.E.CO NCR ET--2 ~ 11 11 11 11 11 1 \ 142 i i ~ :643 /t 1 11 H H '' 14 ~ 1 *9_152 _- 1 a 1 1 1 2 | | | ' ' " " ' | r~ ~ f/, 1 1 1 1 1 11 11 11 / 11 1 84 ~ O- 11 11 11 11 11 / NEW STA IR &WALK / _-1__L______-M__7 9--t'T--------_11 _-___1_1-_|-,2_~_~_______L|--___1 H Il Il I I c::pri// 1 TO STREET LEVEL & / UPPER LEVEL - 29333329% GRAVELROOF EXISTING MATCH EXIST. ri-3 WEST ELEVATION 0 L_J| lu- - -NEW WD .GUARDRAIL, COVERED / -NEW 1 1/2"DIA.HANDRAIL,TYP. e A O WALK W $ Q WHERE NOTED kE:9/ SCALE: 1/4" = 1'-O" _l==1 F /2,1 '11 1 1 - SOLID TIMBER STRINGER, RE: 1 =Ii 1 I -5/ STRUC.DRWGS. l R /55/A --EXISTING COVERED WALK NEWSTAIR &WALK ~ T.0 POD -5%1 ,\ 9 4 =54 1 1\< RE:STRUC.DRWGS. 109'-3 TOSTREETLEVEL& jl UPPER LEVEL - GRAVELROOF / .6/ 314_ 0 T.O.EXIST. 1 1 1'-4" r 0 TO.COI\13'RQT E STEELTREADSW/ CHECKER 3/fk==911--- BOARD GRATING (MATCH EXIST.) EXIST.FND.WALL RE: STRUC.D RWGS.- | ~ FOR ATTACHMENT ->40=Se<>57 IL _ _ _ _ -11 DEMO \\~\\\\\- RE:STRUC. DRWGS. .-1-4 /9 STEELRISER PLATE, - .,ru=wt *&i%;swi EXISTING TYP. bIAIH - - 14 A F P2 >212.-2. i TIMBERSTRUC.RE: STRUC. . ARCHITECTS Â· NEW CONC.WALK W/SOLID RENOÂ·SMITHI COLUMN D RWGS. NEW 2 x 6 ---711 EXIST.WD.COLUMN i L. L. C. STUD WALL --n~ f--- BEYOND ROOFASSEMBLE: go MIL.E.P,D.M.BALLASTED ROOF Ir----- OSBHAILGUARDPROTECTION POLYSOCYANURATE RIGID TAPERED 605 WEST MAIN STREET o REPLACE lk- INSULATION NÂ°002 3-1/2"RIGID FOAM &R-1 9 6 EX IST. 4 -fli 4"CONC SLAB,RE:STRUC. BATTINSULATION ASPEN COLORADO DRWGS PREFINSHED FLASHING/ GRAVEL STOP 81611 - COLUMN - 2 EGRESS STAIR PLAN 01 f DRAINMATW/ WATERPROOF 3/4 T&GPLYWD.DECKING (970) 925-5968 %t~~.5/ SCALE: 1/2" = 1 Lo" MEMBRANE,3/4 -TaG PLY.WD. ROOFSTRUCTURE, ~ RE: STRUC.DRWGS. SLAB RECESS BY DECKING RE:STRUC.DRWGS.-7 / / DEMO CONTRACTOR TREATED WD BLOCKING, FAX 1 LE TY P. (970) 925-5993 1 11 EXISTING ~- ~ ~ T/O SLAB IENTRY ~ STAIR EL 101'-3' ~ 00000000 00Â£QAQQ-gggAggrp~- - EXIST.CONC.RETAINING lili|I'||1~1111|lili PE-1-1- EL 101-9 E'..3>03 f. ..i T/O SLAB 0 ENTRY ..O 0 6 371 SOUTHSIDE AVE. NÂ°101 D>MO EXISTING - ti~11,11,j,111111,1111'[3'1111111 WALL,RE:STRUC.DRWGS. CONC,SIDEWALK ..4 4 1 Il-Phittill'111111111111111 1 1 111111111 BASALT, COLORADO STA IR & S ID EWA L K ELEVATOR 81621 SAW CUT ...r (970) 927-6834 CONCRETE ~ ~*itiototi~ 1~~~ ~ 16Â»1666Â»3 0 1 11 1 1 T/O PLATE . RETAINING WALL ,/ EL 108'-2' 'P FAX REWORK PLANTER -- \\ EXTERIORWALLASSEMBLY: 3 1/2"RIGID FOAM & 1 2 x 4 WD.STUD WALL,RE:STRUC. (970) 927-6840 R-19 BATT INSULAT\ON --i~ 1/2"EXTERIOR SHEATHING,R-19 BATT 2 x 4 WD STUD WALL,RE:STRUC. - INSULATION, 5/8"TYPEXGYP.BD, O 0 R-19 BATTINSULATION,5/8 ~~'-Â·~hâ€¢~ ROOFf FLOOR STRUCTURE, CORRUGATED MTL SID ING, (RUSTED) AND 1 5 La. GYP BD.,BOTH SIDES - ~3 1/2Â·RIGID FOAM & (2)LA YERS 5/8 5 '- 5 k N RE: STRUC,DRWGS. GYP BD, ROOFING FELTS &PREFINISHED FLASHING WEB SI TE R.19 BATT INSULATION , , www.renosmith.com STRUC.DRWGS. ' (2)LAYERS 5/8" 06IPVWMWI 8./VATOR - WD.HEADER REE GYP BD. mume" VESTt/LU DOOR &FRAME,RE: EMAIL ADDRESS DOORSCHEDULE office@renosmith.com SHEET # EGRESS STAIR PLAN \~~~~0/ SCALE: 1/4" = 1'-0" ~ A 8.4 ~3~ ELEVATOR LANDING @ SIDEWALK ~~~h~ KITCHEN PASS THROUGH EXTERIOR \4~~-3/ SCALE: 1"= 1 '-0 " kEY SCALE: D ETA ILS . . 0 0 .. gr-1/3--~/Mard VAONERI NO kIVEBI dA ATIHEBI *999%899 y~n (Zi Permits .90 11 -91 ] Elle [dit Becord Wavigate Fgrm ReporD Format Iab tielp - ' Module Help v ]Qua@44*84,:Du.(BROXâ€ž 4 B Wmwi.1 :4 ]9 *~~Clear ~ - Routing History | Conditions | Sub Permits I Valuation | Public Comment ~ Attachments Main | Royting Status | Arch/Eng ~ Parcels ~ Custom Fields | Feei | Fee SummarM i Actions Permit Type |*as,iâ€¢ -=bu,HistoÂ® Land Use ~ Permit # ~0015.2005.AHPC *1 Address ~450 S GALENA ST gj Apt/Suite I City |ASPEN State|CO -:| Zip |81611 11 Permit Irifulâ€ž idliur i Master Permit |0020.2005.ASLU ~ Routing Queue |ahpc Applied |04/12/2005 ~ Project I 1 Status ipending Approved | -9| Desctiption ~CERTIFICATE OF NO NEGATIVE EFFECT; FEES BILLED UNDER 0020.2005.ASLU Issued I Final ~ Submitted |STEVEN DUNN 925-5968 Clock |Running Days E--6 Expires |04/07/2006 ~| E Visible on the web? Permit ID: ~ 33762 0-1.1 Last Name |BELLY UP ASPEN. LLC ~ First Name | 450 S GALENA ST 2 Phone ~ ASPEN CO 81611 .1 Recoid: 2 of 2 Enter the permit type code