Loading...
HomeMy WebLinkAboutDRB17-0289_A3.0_1508423460.pdf AOFk...3,,,,,,1„,014/4 „. -:. *. .n FLI 01- ie 4 kt -r hell 11 OC DRB Q APPROVED U Y 10/18/2017 Z 12:00:00 AM O 0 w O OZ O C CO 2 OC o_w pNEW SYNTHETIC SLATE SHINGLES (w/HEAT TAPE)TO MATCH ROOF AT Fe NEW 48" HIGH STL PLATE RAIL TRANSPORTAION CENTER RE: DETAIL 3/A2.0NEW 48" HIGH PLATE MTL w HEAT TAPE @ ROOF GUARDRAIL w/ROUND MTL TOP a RAIL RE:3/A2.0 X HEAT TAPE @ ROOF A -CONTINUE RAIL NORTH TO TOP w MTL SNOW FENCE _ / OF EXISTING STAIRS N M 9 C5 0 Z No MTL SNOW FENCE v • T.O. EXISTING WALL T.O. EXISTING FIN WALL z cn EL. 8203.6' (8203'-7 1/4") MTL GUTTER WHEAT TAPE T EL. 8203.6' (8303'-7 1/4") iE (/) U MTL GUTTER 1_ m0 rn F- w/HEAT TAPE TH 2 NEW TIMBER BEAM AND COLUMN cn TO MATCH EXISTING EXISTING BUILDING cc U � Li INFORMATION CENTER - H w 46, T.O NEW BEAM _ n U EL. 8200.0'(8200'-0") y �'� lc I- 2 NEW PLATE METAL RAIL O STRUCTURAL T'S w/ROUND METAL TOP RAIL- \ RE:2/A2.0 Q 0 EXISTING ENTRY TO LEVEL THREE a O N NEW EXTERIOR DECK A OF PARKING STRUCTURE AND LL 0 CONCRETE DECK SURFACE CANTINA H NEW STL PLATE O o W w/SNOWMETL AND STEEL Q RAILING RE:2/A2.0 o) z STRUCTURE \ O I H ,I I!,==_11 I I 1 11 _J_LJ 0 U 1'x4'x12" DEEP MTL S CONCRETE DECK m - z w/SNOWMELT SLOPED O - J PLANTER BOXES TO (w/SNOWMELT) o \ u z MATCH RAILING TO CENTER DRAINS =- -_ _- N¢ o 0 w/HEAT TAPE \ -_ -g-= _-. \ u\ w O m T.O. EXISTING FIN FLR ' T.O. EXISTING FIN FLR 0 X U METAL SCREENING @ BEAM T y \ - - 1- m J LINE TO RESTRICT ACCESS TO EL. 8190.0' (8190'-0") I EL. 8190.0' (8190' 0") w O O O AREA UNDER DECK STEEL CHANNEL STEEL LEDGER STRUCTURAL TS < Q CT NEW LANDSCAPING I , O ...7 , z \ STEEL SUPPORT BEAM oc Lu ON DRILLED PIER PROPOSED GRADE TO ja Or w EXISTING BOULDER SLOPE 5%MIN AWAY EXISTING CONCRETE STEPS O RETAINING WALLS FROM BUILDING AND LOW WALL TO REMAIN- \ EXISTING GRADE EXTENT OF EXISTING STAIR Et O RAIL-NOT SHOWN FOR LU w CLARITY 2 EAST ELEVATION z PIER AND CONCRETE CAP/BASE/COLUMN ( Q TBD TO SUPPORT BEAM ABOVE J oC METAL SCREENING @ BEAM A3.0 SCALE: 1/4" = 1'-0" m Z cc O EXISTING GRADE TO LINE TO RESTRICT ACCESS O LIJ REMAIN3 SECTION TO AREA UNDER DECK Q 0 J r EXISTING BOULDER SITE WALLS TO REMAIN Z z O CO A3.0 SCALE: 1/4" = 1.-0" RE:SITE PLAN (1/A1.0)&SECTION(3/A3.0) a 0 U co Z J 0 U Q Q o >w D_ Q O 0 F- ciow < 11 Q U 0 Cl) 0 U cc Z Z II Q w < NEW 48"HIGH PLATE MTL cow W GUARDRAIL w/ROUND MTLEt TOP RAIL RE:3/A2.0 Oi- 01- Z Z OCATED CONTINUE NEW RAIL WEST TO NEW SYNTHETIC SLATE SHINGLES Q J D AND LOCATION THAT HAS 30"MAX HEIGHT FROM GRADE TO TOP OF (w/HEAT TAPE)TO MATCH ROOF AT < ' ` 7 0 CONCRETE WALL TRANSPORTAION CENTER g V LO unememellemeneiN EXISTING BUILDING < _ LIJ w LIJ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ .J UJ LI- J T.O. EXISTING WALLfn EL. 8203.6' (8303'-7 1/4") z V N _��i ��ir� irk ir��ir� ir��i ��ir��ir��ir� irk■irk ir� ir��ir��i � ir�■irk ir��ir� ir��ir��i ��ir��i �■irk �ir��ir��ir��i � r�iir� /i MTL SNOW FENCE Q 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 w = I— r_irrr-irrr-irrr-irrr-irrr-irrr-yrr-irrr-irrMAIIIN -irrr-irrr-irrr-irrr-irrr-irrr-irrr-irrr-irrr-irrr-irrr-irrr-i lliMirr i IMIWISrrr-irrl WINIIM WINIIM WINIIM r-irrr-irrr-i -ii liiirIiii iiiiri. L amimia iiiiruiii limmuimammii minummeruiiiir�iiii mirriiiruiiiruiiiisumiruiiii mi miirii■ 1 1 I I rIiii---I I I rum III I I iirwrom iiiiriivw H D I111 . —=-....... ... .. ......i --I Y I I - ,I Y I I -,•. .... . ....11. ... . .••=1� 1. ... . ...1. � � I -_ -!•_ • •__ •-m_ • •__ mI.m_ • •__• - - - -.mm_ • •_ -tem_ • •_ • •_ • •__•p m_ • •_•-i-m__•- •_•1- •_•- •_•I- •_•- •_mI- m_•- •-- •_ -811! • •iiim_ • •___• • 1 -_ MTL GUTTER w/HEAT TAPE O Z J W Cl) 1 r/ FASCIA TO MATCH EXISTING = C7 ' t ' r NEW TIMBER BEAM AND COLUMN LIJ NEW / NEW / TO MATCH EXISTING J N DOOR/I _DOOR - I I INFORMATION CENTER, O EXISTEXISTEXIST DOWNSPOUTATCOLUMN,3aISSUED FOR: DATE: il WINDOW WINDOW WINDOW IM611 LOCATIONS. w TOWN OF VAIL PEC 6/12/2017 NEW PLATE METAL RAILTOWN OF VAIL PEC,REV. 7/14/2017 / _- w/ROUND METAL TOP RAIL 0a DRB SUBMITTAL 10/18/2017 I II Ir f III I-� I II I I I �� I III �� II L�LJ RE:2/A2.0 z .- �. ��� �.I.I 8 'III I' I■� ��I �'I�:I.I _ �:� BaP I I�I111 �11i III I --iiiII IIiiiU I ' I IBOmi- H*.111111 IIIIIIII IIIIII I. III1 II IR >-IIIA ii lilii Iii C-- III III III I _II B o_ III�E!I�Ii�1111�!■�IIIIII1 ■I I I III 1-11 IIIA■I IMU ■ _ T.O. EXISTING FIN FLR 7I EL. 8190.0' (8190'-0") ,i J z NEW BOULDER SITE WALLS(4' / O MAX HEIGHT)RE:SITE PLAN U „RI NEW EXTERIOR DECK w/ III 111111 1 I w 141 c CONCRETE DECK SURFACEIll. III PROPOSED ELEVATIONS & SECTION w/SNOWMELT AND STEEL0 STRUCTUREIllw J METAL SCREENING @ BEAM III II 11 KM I Oi ` r EXISTING CONCRETE STEPS cow LINE TO RESTRICT ACCESS TO AREA UNDER DECK, AND LOW WALL c- BOULDERS TO BE LOCATED ® V TIGHT TO UNDERSIDE OF z_ DECK. cn EXISTING BOULDER SITE 1'x4'x12"DEEP MTL(TO METAL SCREENING @ BEAM w WALLS w/NEW PLANTING AT MATCH RAILING)PLANTER LINE TO RESTRICT ACCESS W BENCH BETWEEN WALLS BOX-ATTACHED TO MTL TO AREA UNDER DECK U A3 • 0 RE:SITE PLAN PLATE RAIL(TYP) SOUTH ELEVATION U A3.0 SCALE: 1/4" = 1' 0" 0 0' 1' 2' 4' 8' 10/18/2017 N TOWN OF VAIL, DRB