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HomeMy WebLinkAboutB11-0017 CCD017 stamped (not exact match to unstamped plans) 4240 Architecture Inc. chicago denver 3003 Larimer Street, Colorado 80205 t 303 292 3388 f 303 292 3113 w 4240architecture.com CONSTRUCTION CHANGE DIRECTIVE LIONSHEAD TRANSIT WELCOME CENTER DIRECTIVE NO.: 017 21064.20 PROJECT NO.: R.A. Nelson 51 Eagle Road #2 P.O. Drawer 5400 Avon, CO 81620 TO CONTRACTOR: Sept 30, 2011 DATE: CONTRACT DATE: CONTRACT FOR: LIONSHEAD TRANSIT WELCOME CENTER You are hereby directed to make the following change(s) in this Contract: Issues: Date: 9.30.2011 Narrative Change Summary: Attached are revised sheets to level 1 based on the owners direction. The original tenant space, stair and door at the north wall between GL 2.2 and 2.5 have been removed. The information desk has been reconfigured. The two small storage closet to the northwest of the info. desk are not one large storage room. Revisions included but are not limited to wall layout, soffits, casework, mechanical, electrical and plumbing. All mechanical and plumbing in conflict with the precast and truss at GL2.2 shall be moved to the north wall and located in the provided soffit. Modifications to the trusses at 2.2 and 2.3 are also included. Attached. G101,A121A,A151,A520,A802,A810,A811,A812,A817,A845,851A,A851B,S122A,S345,M101,M201,E101,E201 PROPOSED ADJUSTMENTS 1. The proposed basis of adjustment to the Contract Sum or Guaranteed Maximum Price is: Lump Sum (increase) (decrease) of $____________________. Unit Price of $________________ per ___________________. As provided in Subparagraph 7.3.6 of AIA Document A201, 1987 edition. As follows: The general scope of adjustment is to be provided by the Contractor and agreed to by the Owner. 2. The Contract Time is proposed to (be adjusted) (remain unchanged). The proposed adjustment, if any, is (an increase of _______days) (A decrease of _____days). When signed by the Owner and Architect and received by the Contractor, this document becomes effective IMMEDIATELY as a Construction Change Directive (CCD), and the Contractor shall proceed with the change(s) described above. Signature Signature by the Contractor indicates the Contractor’s agreement with the proposed adjustments in Contract Sum and Contract Time set forth in this Construction Change D irective. ARCHITECT: 4240 Architecture Inc. OWNER: Town Of Vail CONTRACTOR: R.A. Nelson ADDRESS: 3507 Ringsby court. Suite 117 Denver, CO 80216 ADDRESS: 1309 Elkhorn Drive Vail, CO 81657 ADDRESS: 51 Eagle Road #2 P.O. Drawer 5400 Avon, CO 81620 BY: Brandon Mixon BY: Tom Kassmel BY: DATE: 9.30.2011 DATE: DATE: UP UP UP UP UP 1 to 25 1 26 to 50 2 51 to 75 3 76 to 100 4 101 to 150 5 151 to 200 6 201 to 300 7 301 to 400 8 401 to 500 9 501 to 1000 2 percent of total 1001 and over 20 plus 1 for each 100 over 1000 REQUIRED MINIMUM NUMBER OF ACCESSIBLE SPACES TOTAL PARKING IN LOT OCCUPANCY: AREA SUBTOTAL: LOAD FACTOR: OCCUPANT LOAD: FUNCTION: 276 SF PUBLIC LOCKERS50 SF 6 A3 LOCKER ROOMS OCCUPANCY: AREA SUBTOTAL: LOAD FACTOR: OCCUPANT LOAD: FUNCTION: 536 SF RESTROOMS 300 SF 2 ACCESSORY PUBLIC KNOX BOX 4" FIRE (ALT) GARAGE ADA ACCESSIBLE ROUTE FROM ABOVE EXIT LHPG FIRE DEPARTMENT ENTRY POINT ANNUNCIATOR PANEL OCCUPANCY: AREA SUBTOTAL: LOAD FACTOR: OCCUPANT LOAD: FUNCTION: 290 SF SKI AMBASSADOR LOCKER 50 SF 6 A3 LOCKER ROOMS 344 131 132 132 273 FIRE ALARM CONTROL PANEL OCCUPANCY: AREA SUBTOTAL: LOAD FACTOR: OCCUPANT LOAD: FUNCTION: 2762 SF WAITING AREA 7 SF395 A3 ASSEMBLY (STANDING) 6 60 6 REQ'D DOOR WIDTH: TOTAL EGRESS LOAD: REQ'D STAIR WIDTH: STAIR 1 173 .20"/OCC = 34.6" < 36" ACTUAL .30"/OCC = 51.9" < 54" ACTUAL 173 OCCUPANCY: AREA SUBTOTAL: LOAD FACTOR: OCCUPANT LOAD: FUNCTION: 898 SF STORAGE & MECHANICAL 300 SF 3 S-1 -9 2 7 7 7 7 7 12 1 HR RATED WALL 2 HR RATED WALL B. Schedule B applies to all properties outside Vail's "commercial core areas" (as defined on the town of Vail core area parking maps I and II, incorporated by reference and available for inspection in the office of the town clerk): Use Parking Requirements Eating and drinking establishments -1 space per 120 square feet of seating floor area Other professional and business offices -1 space per 250 square feet of net floor area Theaters, meeting rooms, convention facilities -1 space per 120 square feet of seating floor area (Ord. 2(2007) § 3: Ord. 2(2006) § 2: Ord. 24(2005) § 3: Ord. 18(2005) § 2: Ord. 14 (2004) § 10: Ord. 9(2000) § 2: Ord. 26(1982) § 6: Ord. 8(1973) § 14.601) OWNER 4240 ARCHITECTURE INC 3003 LARIMER STREET DENVER, CO 80205 ARCHITECT t: 303.292.3388 ISS. # 4240 Architecture Inc. copyright 2011 ARCHITECT'S PROJECT NO. : KEY PLAN f: 303.292.3113 303.292.3113 DESCRIPTION DATE 10/5/2011 2:02:15 PM 395 East Lionshead Circle Vail, Colorado 81657 G101 TOWN OF VAIL DEPARTMENT OF PUBLIC WORKS 1390 ELKHORN DRIVE VAIL, CO 81632 ALPINE ENGINEERING 34510 U.S. 6 UNIT-A9 DENVER, CO CIVIL ENGINEERING EGRESS AND OCCUPANT LOAD 21064.20 PEAK LAND CONSULTING, INC. 1000 LIONSHEAD LOOP VAIL, CO 81765 SURVEYOR MARTIN/MARTIN, INC. 12499 WEST COLFAX AVE. LAKEWOOD CO. 80215 STRUCTURAL ENGINEER BEAUDIN GANZE CONSULTING ENGINEERS, INC. 222 CHAPEL PLACE UNIT AC-201 AVON, CO 81620 MEP ENGINEER MARY HART DESIGN POST OFFICE BOX 8528 BRECKENRIDGE, CO 80424 LANDSCAPE ARCHITECT t: 970.479.2158 970.926.3373 t: 970.476.8644 t: 303.431.6100 t: 970.949.6108 t: 970.389.3583 LIONSHEAD TRANSIT WELCOME CENTER SCALE: 1/8" = 1'-0" 1LEVEL 01 AREA SCHEDULE (CODE) AREA NAME OCC LOAD OCC LOAD CALCULATED OCCUPANCY FUNCTION AREA LOAD FACTOR (SF) LEVEL 276 SF PUBLIC LOCKERS 6 6 A3 LOCKER ROOMS 50 SF LEVEL 01 536 SF RESTROOMS 2 2 ACCESSORY PUBLIC 300 SF LEVEL 01 2762 SF WAITING AREA 395 395 A3 ASSEMBLY (STANDING) 7 SF LEVEL 01 290 SF SKI AMBASSADOR LOCKER 6 6 A3 LOCKER ROOMS 50 SF LEVEL 01 898 SF STORAGE & MECHANICAL 3 3 S-1 -300 SF LEVEL 01 LEVEL 01: 5 412 165 SF MECHANICAL & STORAGE ROOMS 1 1 ACCESSORY -300 SF LEVEL 02 169 SF KITCHEN 1 1 A3 KITCHEN 200 SF LEVEL 02 1402 SF VRD ECOFUN 41 41 I4 DAYCARE 35 SF LEVEL 02 151 SF RESTROOMS & JANITOR CLOSET 1 1 ACCESSORY -300 SF LEVEL 02 190 SF OFFICE 2 2 E SUPPORT 100 SF LEVEL 02 123 SF OFFICE 2 2 E SUPPORT 100 SF LEVEL 02 125 SF MECHANICAL 1 1 ACCESSORY -300 SF LEVEL 02 704 SF VRD IMAGINATION STATION 47 47 I4 (LOAD PER A3) ASSEMBLY 15 SF LEVEL 02 LEVEL 02: 8 96 208 SF CATERING PANTRY 2 2 A3 KITCHEN 200 SF LEVEL 03 147 SF STORAGE 1 1 ACCESSORY -300 SF LEVEL 03 1349 SF EVENT/EXHIBIT SPACE 270 270 A3 ASSEMBLY (STANDING) 5 SF LEVEL 03 59 SF JANITOR'S CLOSET 1 1 ACCESSORY -300 SF LEVEL 03 501 SF RESTROOMS & STORAGE 2 2 ACCESSORY -300 SF LEVEL 03 526 SF EVENT DECK 36 36 A3 DECKS 15 SF LEVEL 03 205 SF VESTIBULE 41 41 A3 ASSEMBLY (STANDING) 5 SF LEVEL 03 LEVEL 03: 7 353 Grand total: 20 861 Area Schedule (Code) /TOV Parking Reqs Level Name Area Use for Parking Requirements Calculated Spaces LEVEL 01 LEVEL 01 WAITING AREA 2762 SF Meeting Rooms /Eating Facilities 24 LEVEL 01 RESTROOMS 536 SF NA LEVEL 01 STORAGE & MECHANICAL 898 SF NA LEVEL 01 PUBLIC LOCKERS 276 SF TBD LEVEL 01 SKI AMBASSADOR LOCKER 290 SF TBD LEVEL 02 LEVEL 02 OFFICE 190 SF Business Offices 1 LEVEL 02 OFFICE 123 SF Business Offices 1 LEVEL 02 KITCHEN 169 SF Meeting Rooms /Eating Facilities 2 LEVEL 02 VRD ECOFUN 1402 SF Meeting Rooms /Eating Facilities 12 LEVEL 02 VRD IMAGINATION STATION 704 SF Meeting Rooms /Eating Facilities 6 LEVEL 02 MECHANICAL & STORAGE ROOMS 165 SF NA LEVEL 02 RESTROOMS & JANITOR CLOSET 151 SF NA LEVEL 02 MECHANICAL 125 SF NA LEVEL 03 LEVEL 03 CATERING PANTRY 208 SF Meeting Rooms /Eating Facilities 2 LEVEL 03 EVENT/EXHIBIT SPACE 1349 SF Meeting Rooms /Eating Facilities 12 LEVEL 03 EVENT DECK 526 SF Meeting Rooms /Eating Facilities 5 LEVEL 03 STORAGE 147 SF NA LEVEL 03 JANITOR'S CLOSET 59 SF NA LEVEL 03 RESTROOMS & STORAGE 501 SF NA LEVEL 03 VESTIBULE 205 SF NA 65 7 7 7 2 CONSTRUCTION 04 FEB 2011 3 ADDENDUM 1 18 FEB 2011 7 B.D. RESPONSES 11 APR 2011 12 CCD005 31 MAY 2011 20 CCD017 9.30.2011 20 20 20 20 20 UP UP DN 1.2 1.3 2.2 2.3 2.4 1.1 C 2.1 AA BB 3 A250 3 A250 1 A250 1 A250 2 A250 2 A250 A200 3 A2002 A201 2 A A.5 B ELEV. 01 100 VESTIBULE 101 ELEVATOR LANDING RAISED PLANTER BED (RE. LANDSCAPE) LANDSCAPE PLANTER (RE: LANDSCAPE) VESTIBULE 102 TRASH/RECYCLING, OFOI AUTOMATIC PAY STATION, OFOI (RE: ELECTRICAL FOR POWER PROVISIONS, TYP.) ATM, OFOI 17' -0" 10' -0" 10' -0" /1 A121B /1 A121B 18' -0" A810 1 A4 A710 1 9' -6" 22' -6" HOST SKI STORAGE 123 IT ROOM 130 WATER ENTRY 121 TENANT 129 1' -2" 8" 7' -4 3/8" 4' -9 5/8" 6' -8" 12' -1" 3' -4" 9' -8" 3' -1" A702 3 A701 5 DOWNSPOUT TERMINUS (RE: CIVIL) DOWNSPOUT TERMINUS (RE: CIVIL) 102B102A 121A 123A 130A 122A ELEV. 02 -1 A375 A1A1 RECESSED FEC, CFCI SURFACE MOUNTED FEC, CFCI SURFACE MOUNTED FEC, CFCI 1' -7 3/4" A702 1 EXISTING WALLS AND COLUMNS J J J J B1 3' -0 1/8" 1' -8" 4' -11 3/4" 6 1/4" 6 1/4" 6' -2 1/2" 5' -8 3/4" 5' -6 1/8" 6' -10 1/4" EQ EQ 6' -11 3/8" 3' -6 7/8" EQ. EQ. EQ EQ 1' -5 3/4" 6 7/8" 2' -6 1/2" 3' -0 1/2" 3' -0 1/2" 2' -6 1/2" 3' -0 1/2" 3' -0 1/1/2" 2' -11" 2' -11" TRENCH DRAIN (RE: CIVIL) HEAVY TIMBER 'TREE COLUMN' & DOWNSPOUT T.O.S. EL= 100' -0" F.D. T.O.S. EL= 105' -3 5/8" (RE: CIVIL) A FIRE ACCESS CONTROL PANEL 101A 3 A2 A4 A2 A2 6' -6 1/4" 2 A375 BELOW STAIR 9' -8" TO FACE OF WALL STORAGE 133 133A HALL 136 ELEV MECH ROOM 122 3 1.4 2' -6" 3 3 123B 3 H.S. RESTROOM 131 4 4 2" VERTICAL AND HORIZONTAL EXPANSION JOINTS THROUGH WALLS BETWEEN NEW AND EXISTING STRUCTURE ALONG DASHED LINE 4 7 1 A606 0' -4 1/4" 7 7 7 7 8 8 10 2' -9 1/2" 3' -6 1/2" 1' -6" ALIGN 5' -0 1/8" 10' -7 1/8" 6' -7 3/8" 1' -7 1/8" 120.00° 3' -0" 11' -1 3/4" 10' -1" 1' -6" B1B1 B1 A2 A2 A2 B BA5 A5 A5 A5 MIN. 1' -7" 12 2' -2 3/8" A5 A5 A5 1' -5 5/8" 0' -7 1/4" 17 A2 4' -0" 136B 136C 136A 5' -1 5/8" 3' -10" 0' -6" 1' -1 1/8" 1' -4 3/4" 0' -2 3/8" RFI068 RFI068 5' -1 3/8" 3' -2 1/8" 0' -10 5/8" RFI068 0' -10" 2' -5 3/8" 1' -8 1/2" 1' -8 1/2" 11' -6" RFI86 RFI86 INFO CENTER 103 3' -4" 3' -4" 2' -0" RFI150 136D 5' -4 3/4" STORAGE 105 3' -5" MIN 1' -6" 1' -4 3/8" A A B1 A4 A4 A4 B1 A 20 103A SHEET NOTES: ARCHITECTURAL DIMENSIONS ARE MEASURED TO FACE OF STRUCTURAL WALL AND/OR STRUCTURAL OPENING, UNO. 1. INTERIOR DIMENSIONS ARE MEASURED TO FINISHED FACE OF GYPSUM WALLBOARD AND/OR STRUCTURAL GRID LINE, UNO. 2. UNDIMENSIONED DOORS ADJACENT TO A PERPENDICULAR WALL SHALL BE LOCATED 6" FROM FACE OF FINISH TO JAMB, UNO. 3. SEE A500 SERIES FOR PARTITION TYPES. 5. SEE A510 SERIES FOR STOREFRONT TYPES. 6. SEE A520 SERIES FOR DOOR TYPES & SCHEDULE 7. SEE A530 SERIES FOR STOREFRONT TYPES. 8. SEE A800 SERIES FOR INTERIOR DRAWINGS 10. 9. SEE SHEET A720 FOR RAILING TYPES SEE A350 SERIES FOR ENLARGED ELEVATIONS, SECTIONS & PLANS 4. OWNER 4240 ARCHITECTURE INC 3003 LARIMER STREET DENVER, CO 80205 ARCHITECT t: 303.292.3388 ISS. # 4240 Architecture Inc. copyright 2011 ARCHITECT'S PROJECT NO. : KEY PLAN f: 303.292.3113 DESCRIPTION DATE 10/5/2011 2:17:53 PM 395 East Lionshead Circle Vail, Colorado 81657 A121A TOWN OF VAIL DEPARTMENT OF PUBLIC WORKS 1390 ELKHORN DRIVE VAIL, CO 81632 ALPINE ENGINEERING 34510 U.S. 6 UNIT-A9 DENVER, CO CIVIL ENGINEERING ENLARGED BUILDING FLOOR PLAN -WEST 21064.20 PEAK LAND CONSULTING, INC. 1000 LIONSHEAD LOOP VAIL, CO 81765 SURVEYOR MARTIN/MARTIN, INC. 12499 WEST COLFAX AVE. LAKEWOOD CO. 80215 STRUCTURAL ENGINEER BEAUDIN GANZE CONSULTING ENGINEERS, INC. 222 CHAPEL PLACE UNIT AC-201 AVON, CO 81620 MEP ENGINEER MARY HART DESIGN POST OFFICE BOX 8528 BRECKENRIDGE, CO 80424 LANDSCAPE ARCHITECT t: 970.479.2158 970.926.3373 t: 970.476.8644 t: 303.431.6100 t: 970.949.6108 t: 970.389.3583 LIONSHEAD TRANSIT WELCOME CENTER SCALE: 1/4" = 1'-0" 1LEVEL 01 -WEST AREA D 3 3 3 3 2 CONSTRUCTION 04 FEB 2011 3 ADDENDUM 1 18 FEB 2011 4 ADDENDUM 2 02 MAR 2011 7 B.D. RESPONSES 11 APR 2011 8 CCD002 25 APR 2011 10 CCD003 16 MAY 2011 12 CCD005 31 MAY 2011 17 CCD011 Date 18 --20 CCD017 9.30.2011 20 1.2 1.3 2.2 2.3 2.4 2.5 2.6 2.9 2.11 1.1 C 2.1 2.8 2.10 AA BB PUBLIC LOCKER 114 ELEC 111 WOMENS 117 FAMILY 116 MENS 115 ELEV. 01 100 VESTIBULE 101 CUSTODIAL 116A HALL 113 A EXISTING DOUBLE "T'S" TO REMAIN A.5 2.12 2.13 E-2 E-3 E-4 E-5 E-6 E-7 E-F E-1 B 2.7 WAITING AREA 109 HALL 110 STAIR 1 112 1/A851A 1/A851B 1/A851A 1/A851B HOST SKI STORAGE 123 TENANT 129 WATER ENTRY 121 IT ROOM 130 1.4 8 8 10 10 20 LIGHT FIXTURE LEGEND: RECESSED DOWNLIGHT RECESSED DIRECTIONAL LIGHT WALL MOUNTED SCONCE TRACK LIGHTING WALL MOUNTED FLUORESCENT SUSPENDED FLUORESCENT EGRESS LIGHTING 2' x 2' FLUORESCENT TROFFER PENDANT RE: ELEC FOR TYPE 2' x 4' FLUORESCENT TROFFER PENDANT E PENDANT WALL SCONCE PENDANT NOTE: RE ELECTRICAL FOR TYPE OWNER 4240 ARCHITECTURE INC 3003 LARIMER STREET DENVER, CO 80205 ARCHITECT t: 303.292.3388 ISS. # 4240 Architecture Inc. copyright 2011 ARCHITECT'S PROJECT NO. : KEY PLAN f: 303.292.3113 DESCRIPTION DATE 10/5/2011 2:59:36 PM 395 East Lionshead Circle Vail, Colorado 81657 A151 TOWN OF VAIL DEPARTMENT OF OF PUBLIC WORKS 1390 ELKHORN DRIVE VAIL, CO 81632 ALPINE ENGINEERING 34510 U.S. 6 UNIT-A9 DENVER, CO CIVIL ENGINEERING REFLECTED CEILING PLAN -LEVEL 01 21064.20 PEAK LAND CONSULTING, INC. 1000 LIONSHEAD LOOP VAIL, CO 81765 SURVEYOR MARTIN/MARTIN, INC. 12499 WEST COLFAX AVE. LAKEWOOD CO. 80215 STRUCTURAL ENGINEER BEAUDIN GANZE CONSULTING ENGINEERS, INC. 222 CHAPEL PLACE UNIT AC-201 AVON, CO 81620 MEP ENGINEER MARY HART DESIGN POST OFFICE BOX 8528 BRECKENRIDGE, CO 80424 LANDSCAPE ARCHITECT t: 970.479.2158 970.926.3373 t: 970.476.8644 t: 303.431.6100 t: 970.949.6108 t: 970.389.3583 LIONSHEAD TRANSIT WELCOME CENTER SCALE: 1/8" = 1'-0" 1LEVEL 01 -RCP SHEET NOTES: 1. INTERIOR DIMENSIONS ARE MEASURED TO FINISHED FACE OF INTERIOR WALLS AND/OR STRUCTURAL GRID LINE, U.N.O. 2. SEE G150 SERIES FOR FIRE RATED FLOOR /CEILING ASSEMBLIES 3. SEE MEP DRAWINGS AND SPECIFICATIONS FOR LIGHTING AND HVAC EQUIPMENT INFORMATION 4. LAYOUT CEILING TILE FROM CENTER OF ROOMS BOTH DIRECTIONS, UNO 5. ALL CEILING FIXTURES INCLUDING LIGHT FIXTURES, ALARMS, SMOKE DETECTORS, FIRE SPRINKLERS, AND OTHER CEILING MOUNTED FIXTURES SHALL BE LOCATED IN THE CENTER OF THE CEILING TILE AND OR ACOUSTICAL CLOUDS, UNO. 6. SPRINKLER HEAD, SMOKE DETECTORS, EXIT SIGNS AND OTHER ELECTRICAL CEILING ACCESSORIES ARE AT CRITICAL LOCATIONS ONLY. WHERE THE ABOVE ITEMS ARE NOT SHOWN REFER TO MECHANICAL, ELECTRICAL AND FIRE PROTECTION DRAWINGS. PROVIDE SPRINKLER HEADS AT LOCATIONS PER CODE REQUIREMENTS AND APPROVED SHOP DRAWINGS. FINISHES OF SPRINKLER HEADS, SMOKE DETECTORS, EXIT SIGNS AND OTHER MECHANICAL CEILING ACCESSORIES ARE TO BE SUBMITTED AND APPROVED BY ARCHITECT PRIOR TO INSTALLATION. 7. ADJUST SPRINKLER HEAD AND SMOKE DETECTOR LOCATION TO CLEAR OTHER CEILING FIXTURES AND ELEMENTS AS REQUIRED. 8. COORDINATE ALL MECHANICAL DUCTWORK TO AVOID INTERFERENCE WITH CEILINGS AND THEIR SUPPORT SYSTEMS, INCLUDING CEILING HUNG EQUIPMENT, SOFFITS ETC. IF ANY INTERFERENCE OCCURS CONTRACTOR SHALL BE RESPONSIBLE TO MAKE NECESSARY CORRECTIONS WITHOUT A INCREASE IN THE CONTRACT CONTRACT SUM 9. PROVIDE ACCESS DOORS AS REQUIRED FOR ACCESS TO UTILITIES AND EQUIPMENT AND AS REQUIRED BY CODE ACCESS DOOR LOCATIONS ARE NOT ALL SHOWN ON REFLECTED CEILING PLANS. 10. NO ACCESS PANELS/DOORS SHALL BE ALLOWED IN THE FOLLOWING ROOMS: INFO CENTER 103, WAITING AREA 109, VRD IMAGINATION STATION 201, OR EVENT SPACE 308. COORDINATE ALL MECHANICAL, ELECTRICAL, PLUMBING AND ALL OTHER OVERHEAD UTILITIES IN ADJACENT AREAS ONLY FOR REFERENCE ONLY, SEE ENLARGED REFLECTED CEILING PLANS FOR LIGHTING LAYOUT AND DIMENSIONS 3 2 CONSTRUCTION 04 FEB 2011 3 ADDENDUM 1 18 FEB 2011 8 CCD002 25 APR 2011 10 CCD003 16 MAY 2011 20 CCD017 9.30.2011 A NOTE: SEE DOOR SCHEDULE FOR OVERALL DIMENSIONS AND DETAILS. ROLL DOWN AND FOLDING DOORS SEE SPECIFICATIONS -08 330 45 MIN. FIRE RATED WIRE GLASS 7 1/2" 6" 5" RE: SCHEDULE DOOR WIDTH RE: SCHEDULE DOOR HEIGHT 5" 3' -3" RE: SCHEDULE H RE: SCHEDULE J RE: SCHEDULE G 7' -0" 1' -10" 2" 2" 2" RE: SCHEDULE K RE: SCHED ULE D OOR HEIGHT 1/4" THICK CLEAR ACRYLIC KICKPLATE RE: SCHEDULE DOOR WIDTHL 3' -4" 3' -0" _ DOUBLE WALL FOAM FILLED ALUMINUM SLAT WD-02 VENEER FINISH 7' -0" 7' -0" 0' -3 1/2" RE:SCHEDULE 0' -3 1/2" DOOR WIDTHE F D 5 1/2" 11 1/4" 9 1/4" RE: DOOR SCHEDULE DOOR WIDTH RE: SCHEDULE DOOR HEIGHT 3' -3" 7' -0" 0' -3 1/2" 7 1/2" RE: SCHEDULE DOOR WIDTH RE: SCHEDULE DOOR HEI GHT 4" 6" 2' -0" 4' -0" RE: SCHEDULE DOOR HEIGHT RE: SCHEDULE DOOR WIDTH 2' -0" 4' -0" C B 6" 4" FIRE RATED GLASS IN DOORS WITH FIRE RATING: RE SCHEDULE DOOR TYPE B1 W/GLAZING RE: SCHEDULE DOOR WIDTH RE: SCHE DULE DOOR HEIGHT 5" 7 1/2" 6" 5" A1 KEYNOTES 1. APPLY MTL CLADDING TO MATCH FACADE MATERIAL AT EXTERIOR OF DOOR. 2. SEE EXTERIOR DETAILS FOR HEAD/JAMB CONDITION 3. CUSTOM FRAME PROFILE DIMENSIONS TO WRAP ENTIRE WALL OPENING. 4. BLIND DOOR W CONCEALED PIVOT HINGE AND MAGNETIC CLOSER 5. BLIND DOOR W CONCEALED PIVOT HINGE "BI-SWING" 6. MANUFACTURERS STANDARD SOLID CORE DOOR WITH CUSTOM WOOD OVERLAY DUTCH DOOR 3 RE: SCHEDULE DOOR HEIGHT RE: SCHEDULE DOOR WIDTH 3' -6" 4' -0" 6" 2' -0" C2 DOOR TYPE C1 W/GLAZING FIRE RATED GLASS IN DOORS WITH FIRE RATING: RE SCHEDULE 3 OWNER 4240 ARCHITECTURE INC 3003 LARIMER STREET DENVER, CO 80205 ARCHITECT t: 303.292.3388 ISS. # 4240 Architecture Inc. copyright 2011 ARCHITECT'S PROJECT NO. : KEY PLAN f: 303.292.3113 DESCRIPTION DATE 10/5/2011 3:00:38 PM 395 East Lionshead Circle Vail, Colorado 81657 A520 TOWN OF VAIL DEPARTMENT OF PUBLIC WORKS 1390 ELKHORN DRIVE VAIL, CO 81632 ALPINE ENGINEERING 34510 U.S. 6 UNIT-A9 DENVER, CO CIVIL ENGINEERING DOOR TYPES & SCHEDULE 21064.20 PEAK LAND CONSULTING, INC. 1000 LIONSHEAD LOOP VAIL, CO 81765 SURVEYOR MARTIN/MARTIN, INC. 12499 WEST COLFAX AVE. LAKEWOOD CO. 80215 STRUCTURAL ENGINEER BEAUDIN GANZE CONSULTING ENGINEERS, INC. 222 CHAPEL PLACE UNIT AC-201 AVON, CO 81620 MEP ENGINEER MARY HART DESIGN POST OFFICE BOX 8528 BRECKENRIDGE, CO 80424 LANDSCAPE ARCHITECT t: 970.479.2158 970.926.3373 t: 970.476.8644 t: 303.431.6100 t: 970.949.6108 t: 970.389.3583 LIONSHEAD TRANSIT WELCOME CENTER DOOR SCHEDULE DOOR # FIRE RATING Level DOOR FRAME DETAILS TYPE WIDTH HEIGHT THICKNESS MAT FINISH TYPE MAT FINISH HEAD JAMB THRESHOLD HDW U VALUE COMMENTS 101A LEVEL 01 A1 3' -0" 9' -2" ALUM -ALUM --15 .29 glazing SEE EXTERIOR DETAILS FOR HEAD/JAMB CONDITION 101B LEVEL 01 A1 2' -10" 7' -0" ALUM -ALUM 9/A521 9/A521 09 -102A LEVEL 01 A 6' -0" 9' -2" 0' -1 3/4" ALUM -ALUM --07 .29 glazing 2 102B LEVEL 01 A 6' -0" 8' -0" 0' -1 3/4" ALUM -ALUM 9/A521 9/A521 08 -103A LEVEL 01 K 0' -8 1/4" 10' -0" 0' -0 3/4" HM WD-01/PT-01 -7/A521 6/A521 01 -6 110B LEVEL 01 C 4' -0" 8' -0" 0' -1 3/4" HM PT-01 HM 1/A521 3/A521 17 -111A 60 MIN LEVEL 01 D 3' -0" 7' -0" 0' -1 3/4" WD-01 STAIN WD 10/A521 8/A521 32 -112A 112A 60 MIN LEVEL 01 C1 3' -0" 7' -0" 0' -1 3/4" HM -HM --16 .5 2 113A LEVEL 01 A1 3' -0" 8' -0" 0' -1 3/4" ALUM -ALUM --35 -2, ADA PUSH BUTTON 115A -LEVEL 01 D 3' -0" 7' -0" 0' -2 1/4" WD-01 STAIN WD 10/A521 8/A521 10 -18" STAINLESS STEEL KICKPLATE 116A -LEVEL 01 D 3' -0" 7' -0" 0' -2 1/4" WD-01 STAIN WD 10/A521 8/A521 11 -18" STAINLESS STEEL KICKPLATE 116B LEVEL 01 C 2' -6" 7' -0" 0' -1 3/4" HM PT-01 HM 2/A521 3/A521 12 -117A -LEVEL 01 D 3' -0" 7' -0" 0' -2 1/4" WD-01 STAIN WD 10/A521 8/A521 10 -18" STAINLESS STEEL KICKPLATE 121A LEVEL 1 GARAGE C 3' -0" 7' -0" 0' -1 3/4" HM PT-04 HM --04 -122A 45 MIN LEVEL 01 C 3' -0" 7' -0" 0' -1 3/4" HM PT-04 HM 1/A521 5/A521 05 -123A LEVEL 1 GARAGE C 3' -0" 7' -0" 0' -1 3/4" HM PT-04 HM --03 -123B LEVEL 1 GARAGE C 3' -0" 7' -0" 0' -1 3/4" HM PT-04 HM --36 -125A 45 MIN LEVEL 1 GARAGE B 6' -0" 6' -6" 0' -1 3/4" HM -HM --18 .5 3 125B 60 MIN LEVEL 1 GARAGE C1 3' -0" 7' -0" 0' -1 3/4" HM -HM --14 .5 2 125D 45 MIN LEVEL 1 GARAGE B 3' -0" 6' -6" 0' -1 3/4" HM -HM --18 .5 3 130A LEVEL 01 C 3' -0" 7' -0" 0' -1 3/4" HM PT-04 HM --34 -133A LEVEL 01 C 3' -0" 7' -0" 0' -1 3/4" HM PT-04 HM --34 -136A 45 MIN LEVEL 1 GARAGE C 3' -0" 7' -0" 0' -1 3/4" HM -HM --33 .5 2, 136B LEVEL 01 C 3' -0" 7' -0" 0' -1 3/4" HM PT-04 HM --34 -136C LEVEL 01 C 2' -6" 7' -0" 0' -1 3/4" HM PT-04 HM --34 -136D LEVEL 01 J 3' -0" 7' -0" 0' -1 3/4" WD-02 STAIN WD 7/A521 6/A521 28 -NO KICKPLATE 201A 90 MIN LEVEL 02 B1 6' -0" 8' -0" 0' -1 3/4" HM -HM --19 .5 SEE EXTERIOR DETAILS FOR HEAD/JAMB CONDITION 201B LEVEL 02 E 6' -0" 7' -0" 0' -1 3/4" HM PT-08 HM 1/A521 3/A521 20 -180 DEGREE HINGES FOR FULL OPENING 202A 90 MIN LEVEL 02 C 3' -0" 7' -0" 0' -1 3/4" HM -HM --02 .5 2,3 203A LEVEL 02 C2 3' -0" 7' -0" 0' -1 3/4" HM PT-08 HM 2/A521 3/A521 21 -204A LEVEL 02 C2 3' -0" 7' -0" 0' -1 3/4" HM PT-08 HM 2/A521 3/A521 21 -205A LEVEL 02 C2 3' -0" 7' -0" 0' -1 3/4" HM PT-08 HM 2/A521 3/A521 21 -206A LEVEL 02 C2 3' -0" 7' -0" 0' -1 3/4" HM PT-08 HM 2/A521 3/A521 21 -207A LEVEL 02 C 3' -0" 7' -0" 0' -1 3/4" HM PT-06 HM 2/A521 3/A521 22 -207A-A LEVEL 02 C 2' -6" 7' -0" 0' -1 3/4" HM PT-06 HM 2/A521 3/A521 12 -208A LEVEL 02 C 3' -0" 7' -0" 0' -1 3/4" HM PT-06 HM 2/A521 3/A521 22 -210A LEVEL 02 C 3' -0" 7' -0" 0' -1 3/4" HM PT-08 HM 2/A521 3/A521 03 -211A LEVEL 02 C 3' -0" 7' -0" 0' -1 3/4" HM PT-08 HM 2/A521 3/A521 03 -212A 90 MIN LEVEL 02 C1 3' -0" 7' -0" 0' -1 3/4" HM PT-08 HM 1/A521 5/A521 23 -212B LEVEL 02 C 3' -0" 7' -0" 0' -1 3/4" HM -HM --24 .5 2,3 301A 45 MIN LEVEL 03 B2 6' -0" 8' -0" 0' -1 3/4" HM -HM --19 .5 SEE EXTERIOR DETAILS FOR HEAD/JAMB CONDITION 303A LEVEL 03 D 3' -0" 7' -0" 0' -2 1/4" WD-01 STAIN WD-01 10/A521 8/A521 25 -18" STAINLESS STEEL KICKPLATE 304A LEVEL 03 D 3' -0" 7' -0" 0' -2 1/4" WD-01 STAIN WD-01 10/A521 8/A521 10 -18" STAINLESS STEEL KICKPLATE 305A 45MIN LEVEL 03 C 3' -0" 8' -0" 0' -1 3/4" HM -HM -02 .5 2 306A LEVEL 03 H 2' -0" 7' -0" 0' -1 7/8" WD-02 STAIN WD 7/A521 6/A521 31 -4 306B LEVEL 03 G 2' -0" 7' -0" 0' -1 3/4" HM PT-06 HM 2/A521 3/A521 ---308A -LEVEL 03 E 6' -0" 8' -0" 0' -1 3/4" ALUM -ALUM 11/A521 11/A521 -27 -309A LEVEL 03 J 3' -0" 7' -0" 0' -1 7/8" WD-02 STAIN WD 7/A521 6/A521 28 -5 309B 45 MIN LEVEL 03 C1 3' -0" 7' -0" 0' -1 3/4" HM -HM --02 .5 2,3 309C LEVEL 03 L 4' -0" 3' -6" 0' -2" ALUM -ALUM --01 -ROLL DOWN DOOR RE: SPEC., 1 310A LEVEL 03 A 6' -0" 8' -0" 0' -1 3/4" ALUM -ALUM --13 .6 (.29 glazing) 2 311A -LEVEL 03 B 6' -0" 7' -0" 0' -1 3/4" HM -HM --29 .5 1 312A 90 MIN LEVEL 03 C1 3' -0" 7' -0" 0' -1 3/4" HM -HM ---30 .5 1 SCALE: 3/8" = 1'-0" DOOR TYPES 33 3 3 3 3 4 44 4 7 7 7 7 16 2 CONSTRUCTION 04 FEB 2011 3 ADDENDUM 1 18 FEB 2011 4 ADDENDUM 2 02 MAR 2011 7 B.D. RESPONSES 11 APR 2011 16 CCD010R 13 JULY 2011 20 CCD017 9.30.2011 20 20 UP UP DN DN UP 1.2 1.3 1.1 2.2 2.3 2.4 2.5 2.6 2.9 2.11 C 2.1 2.8 2.10 AA BB A812 31 2 A813 3 A810 A811 3 4 5 3 1 1 A ELEV. 01 100 WOMENS 117 MENS 115 HALL 113 PUBLIC LOCKER 114 VESTIBULE 101 ELEVATOR LANDING OUTDOOR PATIO (E) OFFICE SPACE N.I.C. PROPERTY LINE EAST LIONSHEAD CIRCLE FAMILY 116 VESTIBULE 102 CUSTODIAL 116A ELEC 111 4 HALL 110 2 2.12 2.13 B RFL-01 TL-01 TL-01 RFL-01 TL-01 RFL-01 WAITING AREA 109 RFL-01 RFL-01 CONC/S 24 2 2.7 SLOPE FLOOR TO DRAINS SLOPE FLOOR TO DRAIN SLOPE FLOOR TO DRAIN WATER ENTRY 121 HOST SKI STORAGE 123 TENANT 129 IT ROOM 130 A802 2 A802 3 A802 4 SEE ENLARGED PLANS FOR TILE PATTERN RFL-02 @BORDERS RFL-02 @BORDERS RFL-03 RFL-03 RFL-01 CPT-01 A842 1 A842 4 STAIR 1 112 RFL-03 TL-01 RE: LANDSCAPE FOR PAVER PATTERN /TYPE 1. TRANSITIONS AT FLOOR FINISHES THIS AREA TO HAVE RUBBER TRANSITION STRIP, U.N.O. RE: DETAILS SHEET A/803 3 TL-08 3 4" WIDE RFL-02 @PERIMETER WALLS 4" WIDE RFL-02 @CONC/S PERIMETER WALLS CONC/S ELEV MECH ROOM 122 1.4 8 RFL-03 TYP 1' -0" R 38' -0" R 48' -0" R 38' -0" 9 3/8" 6" 13' -2 7/8" 2' -8 3/8" TANGENT POINT 4" 4' -8" 7' -2 1/2" RFL-01 MTL-GRATE HALL 113 F.D. COORDINATE W/MEP 5 A802 SIM 2.2 2.3 BB 7' -6" 6' -6 1/2" VESTIBULE 102 WAITING AREA 109 F.D. COORDINATE W/MEP RFL-01 MTL-GRATE 5 A802 RFL-01 2.1 BB 7' -10" 7' -1" F.D. COORDINATE W/MEP RFL-01 MTL-GRATE RFL-01 MTL-GRATE VESTIBULE 101 5 A802 SIM 1.4 LEVEL 01 100' -0" BB 4" SLOPE 1/2" PER FOOT MIN. TO DRAIN ALUMINUM SAFE-T-GRID WALK OF GRATE EXTRUDED SWAGED T-BAR SERIES CONTINUOUS GALVANIZED STEEL ANGLE WITH ANCHOR BOLTS EMBEDDED IN CONC. MITER AT CORNERS DRAIN (RE: MEP) 6" COMPACTED FILL FLOOR FINISH RE: ROOM FINISH SCHEDULE DIRECTION OF TRAFFIC CONCRETE CURB 2 1/2" 2 1/2" 2" PROVIDE INTERMEDIATE BRACING WHERE REQ'D, BY GRATING MFR AND SPAN DISTANCE EQ EQ WIDTH VARIES, RE: PLAN ALUMINUM CURTAIN WALL SYSTEM RE: DOOR SCHEDULE RUBBER TRANSITION STRIP AT GRATE 3 OWNER 4240 ARCHITECTURE INC 3003 LARIMER STREET DENVER, CO 80205 ARCHITECT t: 303.292.3388 ISS. # 4240 Architecture Inc. copyright 2011 ARCHITECT'S PROJECT NO. : KEY PLAN f: 303.292.3113 DESCRIPTION DATE 10/5/2011 3:01:20 PM 395 East Lionshead Circle Vail, Colorado 81657 A802 TOWN OF VAIL DEPARTMENT OF PUBLIC WORKS 1390 ELKHORN DRIVE VAIL, CO 81632 ALPINE ENGINEERING 34510 U.S. 6 UNIT-A9 DENVER, CO CIVIL ENGINEERING FINISHES PLAN -LEVEL 01 21064.20 PEAK LAND CONSULTING, INC. 1000 LIONSHEAD LOOP VAIL, CO 81765 SURVEYOR MARTIN/MARTIN, INC. 12499 WEST COLFAX AVE. LAKEWOOD CO. 80215 STRUCTURAL ENGINEER BEAUDIN GANZE CONSULTING ENGINEERS, INC. 222 CHAPEL PLACE UNIT AC-201 AVON, CO 81620 MEP ENGINEER MARY HART DESIGN POST OFFICE BOX 8528 BRECKENRIDGE, CO 80424 LANDSCAPE ARCHITECT t: 970.479.2158 970.926.3373 t: 970.476.8644 t: 303.431.6100 t: 970.949.6108 t: 970.389.3583 LIONSHEAD TRANSIT WELCOME CENTER SCALE: 1/8" = 1'-0" 1FINISH PLAN -LEVEL 01 SCALE: 1/2" = 1'-0" 4EAST SIDE ENTRYWAY SCALE: 1/2" = 1'-0" 3ENTRY VESTIBULE 102 SCALE: 1/2" = 1'-0" 2ENTRY VESTIBULE 101 SCALE: 1" = 1'-0" 5TYP. METAL GRATE AT LEVEL 01 ENTRY 4 2 CONSTRUCTION 04 FEB 2011 3 ADDENDUM 1 18 FEB 2011 4 ADDENDUM 2 02 MAR 2011 8 CCD002 25 APR 2011 20 CCD017 9.30.2011 20 1.3 2.1 AA BB A810 4 5 3 2 A817 2 B VESTIBULE 101 ELEV. 01 100 A811 5 7 A817 1 6 10' -0 3/4" ELEV. 02 -3 5/8" 1' -6" 1' -5" 7' -0" 3 1.4 A51019 3 3 10 INFO CENTER 103 STORAGE 105 CENTER ON EXISTING WATER LINE. LENGTH OF WALL TO CONCEAL WATER LINE A871 3 A811 8 A8119 A817 3 6' -0" 7' -5 1/4" 3' -10 1/2" ALIGN 1' -4 3/8" 3' -7" CLEAR 15' -8 1/2" MIN. 1' -6" COORDINATE GATE POCKET WITH MANUFACTURER'S DETAILS. RE: 5/A871 SIM. LEVEL 01 100' -0" VESTIBULE 101 STUB OUT TO FUTURE T.V./TOUCHSCREEN RE: ELEC BUILT UP WD HEADER (WD-01) 9 1/4" PT-01 1X8 WD BASE (WD-01) 1.4 3 LEVEL 01 100' -0" PT-01 1x8 WD BASE (WD-01) 5' -0" FLOOR NUMBERING AND BRAILLE PLATES HALL CALL STATION, RE: MANUF REQ. 2' -5 1/2" 2' -5 1/2" 4' -0" SATIN SS DOOR FINISH AT INTERIOR RE: SPEC LEVEL 01 100' -0" PT-01 1 X 8 WD BASE WD-01 FEC, RE: SPEC WD-01 SILL 1.4 LEVEL 01 100' -0" PT-01 WD-01 5 1/2" OWNER 4240 ARCHITECTURE INC 3003 LARIMER STREET DENVER, CO 80205 ARCHITECT t: 303.292.3388 ISS. # 4240 Architecture Inc. copyright 2011 ARCHITECT'S PROJECT NO. : KEY PLAN f: 303.292.3113 DESCRIPTION DATE 10/5/2011 3:01:59 PM 395 East Lionshead Circle Vail, Colorado 81657 A810 TOWN OF VAIL DEPARTMENT OF PUBLIC WORKS 1390 ELKHORN DRIVE VAIL, CO 81632 ALPINE ENGINEERING 34510 U.S. 6 UNIT-A9 DENVER, CO CIVIL ENGINEERING -ENLARGED FLOOR PLAN 21064.20 PEAK LAND CONSULTING, INC. 1000 LIONSHEAD LOOP VAIL, CO 81765 SURVEYOR MARTIN/MARTIN, INC. 12499 WEST COLFAX AVE. LAKEWOOD CO. 80215 STRUCTURAL ENGINEER BEAUDIN GANZE CONSULTING ENGINEERS, INC. 222 CHAPEL PLACE UNIT AC-201 AVON, CO 81620 MEP ENGINEER MARY HART DESIGN POST OFFICE BOX 8528 BRECKENRIDGE, CO 80424 LANDSCAPE ARCHITECT t: 970.479.2158 970.926.3373 t: 970.476.8644 t: 303.431.6100 t: 970.949.6108 t: 970.389.3583 LIONSHEAD TRANSIT WELCOME CENTER SCALE: 3/8" = 1'-0" 1INFO CENTER -103 SCALE: 3/8" = 1'-0" 2101 VESTIBULE N SCALE: 3/8" = 1'-0" 3101 VESTIBULE -W SCALE: 3/8" = 1'-0" 4101 VESTIBULE -S SCALE: 3/8" = 1'-0" 5101 VESTIBULE -E 2 CONSTRUCTION 04 FEB 2011 3 ADDENDUM 1 18 FEB 2011 10 CCD003 16 MAY 2011 20 CCD017 9.30.2011 20 4 A845 LEVEL 01 100' -0" BB LEVEL 01 100' -0" BB ST-01 WD-01 WD-01 1x8 WOOD TRIM, TYP, U.N.O. (WD-01) 12' -0" 9' -4" 1' -0" 2' -3" WOOD SILL LEVEL 01 100' -0" PT-01 RECESSED CUH RE: MECH T LEVEL 01 100' -0" B PT-01 ROLL DOWN CLOSURE WD-01 WD-02 COUNTER TOP WD-02, TYP PLUS GLASS TOP 3' -2" AFF QUIRK JOINT AT ALL VERTICAL PANELS IN INFO CENTER, TYP U.N.O. CASEWORK WD-02, TYP 1/16" PANEL SEAM, TYP PROVIDE LOCKS AT ALL CABINET DOORS AT INFO CENTER. ALL DOOR PULLS AT INFO CENTER TO BE EPCO EPCDPP41PA-3, TYP U.N.O. EQ EQ EQ EQ FUTURE OWNER PROVIDED EQUIPMENT EQ EQ LEVEL 01 100' -0" WD-01 WD-01 EXIT PUSH BAR LEVEL 01 100' -0" B WD-01 WD-01 1 A601 Sim LEVEL 01 100' -0" PT-01 WD-01 WD-01 EXIT SIGN 1.4 LEVEL 01 100' -0" CASEWORK WD-02 RECESSED LIGHT COVE SIGNAGE, OFOI WD-02 8" WOOD BASE, WD-02 TYP THROUGHOUT INFO CENTER U.N.O. WD-02 PLUS GLASS TOP 3' -2" AFF BLIND DOOR TO MATCH WALL PANEL 1 A845 CURVED WALL PANEL (WD-02) CURVED WALL PANEL (WD-02) 3' -3" EQ. EQ. EQ. EQ EQ EQ EQ EQ EQ LEVEL 01 100' -0" PT-01 WD-02 BLIND DOOR TO MATCH WALL PANEL PLUS GLASS TOP 3' -2" AF F 3 A871 WD-01 EQ EQ WD-02 OWNER 4240 ARCHITECTURE INC 3003 LARIMER STREET DENVER, CO 80205 ARCHITECT t: 303.292.3388 ISS. # 4240 Architecture Inc. copyright 2011 ARCHITECT'S PROJECT NO. : KEY PLAN f: 303.292.3113 DESCRIPTION DATE 10/5/2011 3:02:38 PM 395 East Lionshead Circle Vail, Colorado 81657 A811 TOWN OF VAIL DEPARTMENT OF PUBLIC WORKS 1390 ELKHORN DRIVE VAIL, CO 81632 ALPINE ENGINEERING 34510 U.S. 6 UNIT-A9 DENVER, CO CIVIL ENGINEERING INTERIOR ELEVATIONS 21064.20 PEAK LAND CONSULTING, INC. 1000 LIONSHEAD LOOP VAIL, CO 81765 SURVEYOR MARTIN/MARTIN, INC. 12499 WEST COLFAX AVE. LAKEWOOD CO. 80215 STRUCTURAL ENGINEER BEAUDIN GANZE CONSULTING ENGINEERS, INC. 222 CHAPEL PLACE UNIT AC-201 AVON, CO 81620 MEP ENGINEER MARY HART DESIGN POST OFFICE BOX 8528 BRECKENRIDGE, CO 80424 LANDSCAPE ARCHITECT t: 970.479.2158 970.926.3373 t: 970.476.8644 t: 303.431.6100 t: 970.949.6108 t: 970.389.3583 LIONSHEAD TRANSIT WELCOME CENTER SCALE: 3/8" = 1'-0" 3102 VESTIBULE -E E SCALE: 3/8" = 1'-0" 1102 VESTIBULE -W SCALE: 3/8" = 1'-0" 2102-VESTIBULE NORTH SCALE: 3/8" = 1'-0" 5103 INFO CENTER CIRC WEST SCALE: 3/8" = 1'-0" 4102 VESTIBULE SOUTH SCALE: 3/8" = 1'-0" 7103 INFO CENTER CIRC EAST SCALE: 3/8" = 1'-0" 6103 INFO CENTER CIRC SOUTH SCALE: 3/8" = 1'-0" 8103 INFO CENTER -W2 SCALE: 3/8" = 1'-0" 9103 INFO CENTER -E NOTES: 1. ALL EXPOSED BEETLE KILL PINE FINISHES INCLUDING IN-WALL SHELF, TYPICAL WALL PANELS & BLIND DOORS TO BE PRE CATALYZED LACQUER SYSTEM WITH 12 DEGREE SHEEN. MAGNAMAX BY M.L. CAMPBELL OR EQUAL. 2 CONSTRUCTION 04 FEB 2011 20 CCD017 9.30.2011 20 20 20 2.2 2.3 2.4 2.5 2.6 PT-01 A871 2 SIM 4 10 10 0' -3 1/2" 13' -7" 5' -8" 5' -4" BLOCKING AT THIS AREA TO BE DETERMINED AND ISSUED AT A LATER DATE. ADD ADDITIONAL CLIP BACK TO PRECAST WALL AT MIDDLE OF STUDS AT DASHED AREA. 1' -0" 5' -0" 1' -0" 2' -6" 0' -6" 4' -0" 1' -0" 4' -0" 0' -6" FIRE RATED PLYWOOD BLOCKING CONCEALED IN WALL AT DASHED AREAS. CENTER POWER ON BLOCKING AT 5'-4" AFF PT-01 TYP, AT ALL EXPOSED GWB SURFACES AT LEVEL 01 WAITING AREA 20 LEVEL 01 100' -0" OPEN TO HALL BEYOND STONE WALL TILE SURROUND (ST-03) STONE VENEER (ST-01) 4" 8" WOOD HEADER BEYOND WOOD VENEER (WD-02) (WD-01) STONE CAP (ST-02) SOLID SAWN WD TRUSS DOUGLAS FIR TYP. AT (5) TRUSSES LEVEL 01 PT-01 8.00° EQ EQ EQ EQ EQ STONE VENEER ON 6" MTL STUD GROUTED SOLID,TYP AT LEVEL01 FIREPLACE AND CHIMNEY, U.N.O. (ST-01) HERRING BONE FIREBOX, #5 BORDEAUX FIREBRICK STAIN A812 4 A812 5 GAS SHUT-OFF VALVE MOUNTED ON NORTH FACE OF STONE WALL @RETURN, 4'-0" A.F.F. 3 10 10 2.6 2.5 2.4 2.3 2.2 WD SILL, TYP AT WINDOW WALL (WD-01) STONE VENEER COLUMN COLUMN WRAP ST-01 DECORATIVE WALL SCONCE (PROVIDE ONE ADDITIONAL SCONCE FOR STOCK) WD SOFFIT, TYP AT WINDOW WALL (WD-01) WD HEADER, TYP AT WINDOW WALL (WD-01) 6' -8" 3 1/2" 3 1/2" 7 1/2" 3 3/4" 3/4" 3/4" 4" 9" 1' -4" 1/2" STL PLATE 1" DIA. THRU-BOLTS, TYP. 5 1/4" TYP. 4" STL PLATE SUPPORTED FROM STRUCTURE ABOVE RE: STRUCT. T&G DECKING 4" 4" 4" 7 1/4" 7 1/4" 9 1/4" 3/4" 3/4" 3/4" 4' -6 3/4" 1' -4 1/2" 6" 1' -2" 6" 1/2" STL PLATE 1" DIA. THRU BOLTS, TYP 4.25"W 8.5"W 4.25"W 44 OWNER 4240 ARCHITECTURE INC 3003 LARIMER STREET DENVER, CO 80205 ARCHITECT t: 303.292.3388 ISS. # 4240 Architecture Inc. copyright 2011 ARCHITECT'S PROJECT NO. : KEY PLAN f: 303.292.3113 DESCRIPTION DATE 10/5/2011 3:04:11 PM 395 East Lionshead Circle Vail, Colorado 81657 A812 TOWN OF VAIL DEPARTMENT OF PUBLIC WORKS 1390 ELKHORN DRIVE VAIL, CO 81632 ALPINE ENGINEERING 34510 U.S. 6 UNIT-A9 DENVER, CO CIVIL ENGINEERING INTERIOR ELEVATIONS 21064.20 PEAK LAND CONSULTING, INC. 1000 LIONSHEAD LOOP VAIL, CO 81765 SURVEYOR MARTIN/MARTIN, INC. 12499 WEST COLFAX AVE. LAKEWOOD CO. 80215 STRUCTURAL ENGINEER BEAUDIN GANZE CONSULTING ENGINEERS, INC. 222 CHAPEL PLACE UNIT AC-201 AVON, CO 81620 MEP ENGINEER MARY HART DESIGN POST OFFICE BOX 8528 BRECKENRIDGE, CO 80424 LANDSCAPE ARCHITECT t: 970.479.2158 970.926.3373 t: 970.476.8644 t: 303.431.6100 t: 970.949.6108 t: 970.389.3583 LIONSHEAD TRANSIT WELCOME CENTER SCALE: 3/8" = 1'-0" 1110 WAITING AREA -N SCALE: 3/8" = 1'-0" 2110 WAITING AREA -E SCALE: 3/8" = 1'-0" 3110 WAITING AREA -S SCALE: 1" = 1'-0" 4LEVEL 01 TRUSS DETAIL SCALE: 1" = 1'-0" 5LEVEL 01 TRUSS DETAIL 2 2 CONSTRUCTION 04 FEB 2011 3 ADDENDUM 1 18 FEB 2011 4 ADDENDUM 2 02 MAR 2011 10 CCD003 16 MAY 2011 20 CCD017 9.30.2011 AA 2 A817 B 1' -5" TYP 1' -6" DRAWER & BASE CABINET DRAWER GROMMET COUNTERTOP (CT-02) VERTICAL SUPPORT BASE CABINET KNEE SPACE WD-02 QUIRK JOINT W.O. 6 A817 5 A817 4 A817 8 1/2" 9' -8" 1' -3" BASE CABINET DRAWER & BASE CABINET 5" 2' -1" QUIRK JOINT W.O. GROMMET GROMMET GROMMET R 1' -6" R 1' -6" 3" 2 7/8" BASE CABINET BASE CABINET BASE CABINET BASE CABINET 3" 3" DRAWER DRAWER DRAWER 3" 3" GROMMET 1 A845 A811 9 BLIND DOOR TO MATCH WALL PANEL 8 7/8" 8 A811 A817 3 EQ EQ STEEL SUPPORT 3' -0" LEVEL 01 100' -0" B WD-02 PL-06 CT-02 WD-01 WD-02 LEVEL 01 100' -0" CT-02 DATA OUTLET ELEC OUTLET 4" 1' -0" 1' -0" TYP 4" 2 1/4" 2 1/4" 3' -0" LOCK (TYP) FIXED SHELF 3 TYP 5" 4" DATA OUTLET ELEC OUTLET ALL DRAWER PULLS TO BE EPCO EPC-DP41-PA-3 FILLER PANEL TYP STEEL SUPPORT EQ EQ 1/2" 7 1/4" 8 1/2" 1' -5" 1 1/2" 2 1/2" 1 1/2" AFF 3' -10 1/2" AFF 2' -7" CT-02 CT-02 1/16" WD-02 VENEER ON 3/4" MDF CORE LIGHT FIXTURE 4"X4"X1/4" THICK X 2" WIDE STEEL ANGLE @10" OC 3/4" PLYWD 1" 3/4" PLYWD 2" DIAMETER GROMMET COLOR TO MATCH COUNTERTOP COLOR 3/4" PLYWD FIXED SHELF W.O. 1X4 WOOD FRAME 3/8" EXPANSION BOLT @24" OC MAX, TYP 1X8 WD-02 3/4" PLYWD 6" 1' -2" 1" 2' -6" 2X4 @12" OC CONTINUOUS WD BLOCKING W.O. 4" 3/4" THICK PAINTED STEEL PLATE BRACKET. RE: 7/A817 20 20 CLOSURE PANEL AT END W.O. 2" DIAMETER GROMMET COLOR TO MATCH COUNTERTOP COLOR 3/4" PLYWD OUTLET W.O. 1X4 WOOD FRAME 3/8" EXPANSION BOLT @24" OC MAX, TYP 1X8 WD-02 1 1/2" 2' -1" 1" 2X4 @12" OC CONTINUOUS WOOD BLOCKING W.O. CT-02 CT-02 1/16" WD-02 VENEER ON 3/4" MDF CORE 3/4" PLYWD 3/4" PLYWD WD-02 3/8" EXPANSION BOLT @24" OC MAX, TYP 2X6 CONTINUOUS WD BLOCKING W.O. 0' -1" MIN. TYP. 35.00° 55.00° TYP. 1/8" 3/8" X 3" BENT STEEL PLATE W/PRE-DRILLED HOLES, ANCHOR W/3/8" X LENGTH AS REQUIRED SELF TAPPING METAL SCREWS. PTD. 0' -2" 0' -2" OWNER 4240 ARCHITECTURE INC 3003 LARIMER STREET DENVER, CO 80205 ARCHITECT t: 303.292.3388 ISS. # 4240 Architecture Inc. copyright 2011 ARCHITECT'S PROJECT NO. : KEY PLAN f: 303.292.3113 DESCRIPTION DATE 10/5/2011 2:15:07 PM 395 East Lionshead Circle Vail, Colorado 81657 A817 TOWN OF VAIL DEPARTMENT OF PUBLIC WORKS 1390 ELKHORN DRIVE VAIL, CO 81632 ALPINE ENGINEERING 34510 U.S. 6 UNIT-A9 DENVER, CO CIVIL ENGINEERING INTERIOR ELEVATIONS 21064.20 PEAK LAND CONSULTING, INC. 1000 LIONSHEAD LOOP VAIL, CO 81765 SURVEYOR MARTIN/MARTIN, INC. 12499 WEST COLFAX AVE. LAKEWOOD CO. 80215 STRUCTURAL ENGINEER BEAUDIN GANZE CONSULTING ENGINEERS, INC. 222 CHAPEL PLACE UNIT AC-201 AVON, CO 81620 MEP ENGINEER MARY HART DESIGN POST OFFICE BOX 8528 BRECKENRIDGE, CO 80424 LANDSCAPE ARCHITECT t: 970.479.2158 970.926.3373 t: 970.476.8644 t: 303.431.6100 t: 970.949.6108 t: 970.389.3583 LIONSHEAD TRANSIT WELCOME CENTER SCALE: 3/4" = 1'-0" 1INFO CENTER RECEPTION DESK-103 SCALE: 1/2" = 1'-0" 2103 INFO CENTER -DESK W SCALE: 1/2" = 1'-0" 3103 INFO CENTER -DESK E SCALE: 1 1/2" = 1'-0" 4DESK SECTION A SCALE: 1 1/2" = 1'-0" 5DESK SECTION B SCALE: 1 1/2" = 1'-0" 6DESK SECTION C NOTES: 1. PL-06 ON ALL EXPOSED & SEMI-EXPOSED PLYWOOD FACES AND EDGES U.N.O. 2. ALL EXPOSED BEETLE KILL PINE FINISHES TO BE PRE CATALYZED LACQUER SYSTEM WITH 12 DEGREE SHEEN. MAGNAMAX BY M.L. CAMPBELL OR EQUAL. 2 CONSTRUCTION 04 FEB 2011 3 ADDENDUM 1 18 FEB 2011 20 CCD017 9.30.2011 20 SCALE: 1 1/2" = 1'-0" 7COUNTER BRACKET 20 20 20 20 B CUT TO FIT 1/4" FULLY TEMPERED CONTINUOUS GLASS TOP PROVIDE CONCEALED METAL CLEATS TOP & BOTTOM AS REQUIRED @ALL WALL HUNG WOOD PANELS WD-02 VENEER ON CONTINUOUS 3/4" MDF CORE PANEL ATTACHED TO GWB, SEE GENERAL NOTES FOR FINISHES COVE LIGHTING PROVIDE CONTINUOUS STEEL STUD BRACING @CLEATS & CABINETS 1/2" 7 1/4" 3" PLUS GLASS TOP 3' -2" AFF 3" FIXED SHELF W.O. 2X4 CONTINUOUS WD BLOCKING W.O. BASE CABINET 1X3 CONTINUOUS WD BLOCKING W.O. 1/16" WD-02 VENEER ON 3/4" MDF CORE WRAP ALL EXPOSED SURFACES, SEE GENERAL NOTES FOR FINISHES PL-06 ON 3/4" PLYWD ON ALL INTERIOR BASE CABINET EXPOSED SURFACES WD-02 VENEER ON CONTINUOUS 3/4" MDF CORE PANEL ATTACHED TO 3/4" PLYWD & 2X6 CONTINUOUS WOOD BLOCKING, SEE GENERAL NOTES FOR FINISHES ALIGN WD-02 CURVED WALL BEYOND 9" 2" CORE DRILLED THROUGH TEMPERED GLASS 2" RADIUS FLUSH MOUNT GROMMET3 20 20 20 PROVIDE CONCEALED METAL CLEATS TOP & BOTTOM AS REQUIRED @ALL WALL HUNG WOOD PANELS WD-02 VENEER ON CONTINUOUS 3/4" MDF CORE PANEL ATTACHED TO GWB, SEE GENERAL NOTES FOR FINISHES PROVIDE CONTINUOUS STEEL STUD BRACING @CLEATS & CABINETS FIXED SHELF W.O. 2X4 CONTINUOUS WD BLOCKING W.O. 1X3 CONTINUOUS WD BLOCKING W.O. 1/16" WD-02 VENEER ON 3/4" MDF CORE WRAP ALL EXPOSED SURFACES, SEE GENERAL NOTES FOR FINISHES PL-06 ON 3/4" PLYWD ON ALL INTERIOR BASE CABINET EXPOSED SURFACES WD-02 VENEER ON CONTINUOUS 3/4" MDF CORE PANEL ATTACHED TO 3/4" PLYWD & 2X6 CONTINUOUS WOOD BLOCKING, SEE GENERAL NOTES FOR FINISHES 1/2" 7 1/4" 3" 8 1/2" 3' -2" AFF GWB (PT-01) EDGE OF WALL BEYOND 4 7/8" ALIGN 9" 2 1/2" STEEL STUD KICKER UNDER COUNTER PROVIDE 2 POWER OUTLETS & 2 DATA OUTLETS FOR FUTURE OWNER PROVIDED EQUIPMENT RE: ELEC 6" X 16 GAUGE STEEL STUD BACKING (TYPE 1) TO SUPPORT OWNER PROVIDED EQUIPMENT 2' -10" 10' -0" AFF STEEL STUDS TO SUPPORT END PLATE 3 10 20 20 ROLLING SECURITY GATE RE:SPEC 20 OWNER 4240 ARCHITECTURE INC 3003 LARIMER STREET DENVER, CO 80205 ARCHITECT t: 303.292.3388 ISS. # 4240 Architecture Inc. copyright 2011 ARCHITECT'S PROJECT NO. : KEY PLAN f: 303.292.3113 DESCRIPTION DATE 10/5/5/2011 3:05:06 PM 395 East Lionshead Circle Vail, Colorado 81657 A845 TOWN OF VAIL DEPARTMENT OF PUBLIC WORKS 1390 ELKHORN DRIVE VAIL, CO 81632 ALPINE ENGINEERING 34510 U.S. 6 UNIT-A9 DENVER, CO CIVIL ENGINEERING INFO CENTER ALCOVE SECTIONS 21064.20 PEAK LAND CONSULTING, INC. 1000 LIONSHEAD LOOP VAIL, CO 81765 SURVEYOR MARTIN/MARTIN, INC. 12499 WEST COLFAX AVE. LAKEWOOD CO. 80215 STRUCTURAL ENGINEER BEAUDIN GANZE CONSULTING ENGINEERS, INC. 222 CHAPEL PLACE UNIT AC-201 AVON, CO 81620 MEP ENGINEER MARY HART DESIGN POST OFFICE BOX 8528 BRECKENRIDGE, CO 80424 LANDSCAPE ARCHITECT t: 970.479.2158 970.926.3373 t: 970.476.8644 t: 303.431.6100 t: 970.949.6108 t: 970.389.3583 LIONSHEAD TRANSIT WELCOME CENTER SCALE: 1" = 1'-0" 1INFO CENTER ALCOVE SECTION A SCALE: 1" = 1'-0" 4INFO CENTER ALCOVE SECTION D NOTES: 1. COUNTERTOP AT ALCOVE SECTION D TO BE SOLID WOOD & VENEER ON 3/4" MDF CORE AS SHOWN TO BE FINISHED IN POST CATALYZED 2 PART POLYURETHANE COATING WITH 12 WET MILS BUILD UP, MINIMUM, & 12-DEGREE SHEEN. DURAVAR PLUS BY M.L. CAMPBELL OR EQUAL. 2. ALL EXPOSED BEETLE KILL PINE FINISHES INCLUDING IN-WALL SHELF, TYPICAL WALL PANELS & BLIND DOORS TO BE PRE CATALYZED LACQUER SYSTEM WITH 12 DEGREE SHEEN. MAGNAMAX BY M.L. CAMPBELL OR EQUAL. 2 CONSTRUCTION 04 FEB 2011 3 ADDENDUM 1 18 FEB 2011 10 CCD003 16 MAY 2011 20 CCD017 9.30.2011 20 1.2 1.3 2.2 2.3 2.4 1.1 C 2.1 AA BB 3 A250 3 A250 A E-2 E-3 E-F E-1 B 4 A710 4 A710 ?? ELEV. 01 100 VESTIBULE 101 EL= 1x T&G Ceiling 8' -6" EL= 1x T&G Ceiling 7' -2" EL= GWB & MTL Framing 11' -0" EL= 1x T&G Ceiling 7' -2" EL= 1x T&G Ceiling 7' -2" EXISTING DOUBLE "T'S" TO REMAIN EL= GWB & MTL Framing 10' -0" /1 A851B /1 A851B ELEV. 02 -WAITING AREA 109 VESTIBULE 102 HOST SKI STORAGE 123 IT ROOM 130 TENANT 129 WATER ENTRY 121 6 A701 6 A701 1 A375 RECESSED CUH, RE: MECH WD HEADER (WD-01) OPEN TO STRUC ABOVE EL= 1x T&G Ceiling 7' -2" 3' -9" 18' -8" EQ EQ E E E 2 A702 13' -1 1/8" 13' -3 5/8" 4 A702 6 3/8" 12' -0" OPEN TO STRUCT ABOVE, TYP 6 A720 EQ. 7' -2" T&G DECKING AT CANOPY, TYP (PT-03) EQ EQ 2 A375 1.4 2' -6" EQ. EQ. CUH RE: MECH 1 A606 4 A606 8' -3 1/4" 8' -3 1/4" 4' -10 1/4" 3' -0" 3' -0" T&G AT VERTICAL FACES OF THE SOFFITS TO MATCH THE CEILING. RUN DIRECTION OF T&G PARALLEL TO GRADE 8 10 EL= T&G DECKING 2 13' -9" 10 5' -1 1/4" 10 EL= GWB & MTL Framing 10' -0" R 2' -8" WD SOFFIT (WD-01) RE: A845 10 5/8" 8" EQ EQR 4' -0" EQ EQ 3' -10 1/2" 4' -6" 4' -6" EQ EQ 2' -0" 2' -0" 2' -0" MOUNT B.O. PENDANTS 7'-4" A.F.F. 4' -0" 8 7/8" ROLL OUT GATE RECESSED CEILING TRACK 8' -8" 3' -0" 2' -7 3/4" 4' -0" 1' -0" EL= GWB & MTL Framing 8' -2" 4' -6" 4' -0" EQ EQ EQ EQ CUT TOP CORD OF TRUSS TO ALLOW PASSAGE OF MECHANICAL DUCT UNDER PRECAST BEAM. RE: STRUCTURAL LIGHT FIXTURE LEGEND: RECESSED DOWNLIGHT RECESSED DIRECTIONAL LIGHT WALL MOUNTED SCONCE TRACK LIGHTING WALL MOUNTED FLUORESCENT SUSPENDED FLUORESCENT EGRESS LIGHTING 2' x 2' FLUORESCENT TROFFER PENDANT RE: ELEC FOR TYPE 2' x 4' FLUORESCENT TROFFER PENDANT E PENDANT WALL SCONCE PENDANT NOTE: RE ELECTRICAL FOR TYPE OWNER 4240 ARCHITECTURE INC 3003 LARIMER STREET DENVER, CO 80205 ARCHITECT t: 303.292.3388 ISS. # 4240 Architecture Inc. copyright 2011 ARCHITECT'S PROJECT NO. : KEY PLAN f: 303.292.3113 DESCRIPTION DATE 10/5/2011 3:05:40 PM 395 East Lionshead Circle Vail, Colorado 81657 A851A TOWN OF VAIL DEPARTMENT OF PUBLIC WORKS 1390 ELKHORN DRIVE VAIL, CO 81632 ALPINE ENGINEERING 34510 U.S. 6 UNIT-A9 DENVER, CO CIVIL ENGINEERING REFLECTED CEILING PLAN -LEVEL 01 -WEST 21064.20 PEAK LAND CONSULTING, INC. 1000 LIONSHEAD LOOP VAIL, CO 81765 SURVEYOR MARTIN/MARTIN, INC. 12499 WEST COLFAX AVE. LAKEWOOD CO. 80215 STRUCTURAL ENGINEER BEAUDIN GANZE CONSULTING ENGINEERS, INC. 222 CHAPEL PLACE UNIT AC-201 AVON, CO 81620 MEP ENGINEER MARY HART DESIGN POST OFFICE BOX 8528 BRECKENRIDGE, CO 80424 LANDSCAPE ARCHITECT t: 970.479.2158 970.926.3373 t: 970.476.8644 t: 303.431.6100 t: 970.949.6108 t: 970.389.3583 LIONSHEAD TRANSIT WELCOME CENTER SCALE: 1/4" = 1'-0" 1LEVEL 01 -RCP -West 3 2 CONSTRUCTION 04 FEB 2011 3 ADDENDUM 1 18 FEB 2011 8 CCD002 25 APR 2011 10 CCD003 16 MAY 2011 20 CCD017 9.30.2011 20 E-1 E-2 E-3 E-4 E-F 1.1 1.2 1.3 1.4 B C 2.1 2.2 2.3 2.5 AA A 10" PRECAST REMOVE (E) SPANDREL PANEL NEW PRECAST STAIR STRUCTURE 17'-0" 10'-0" 10'-0" 10'-0" 10'-0" 1'-8" 18'-0" 26'-2 1/2" 22'-6" 1 S343 PC COL THROUGH SLAB 21LB36 21LB36 16SP72 4 S343 22'-6" SEE S121A FOR CONTINUATION 2.4 2.6 6" PLANK 6" PLANK 6 S200 10" PRECAST 4 S342 8" PLANK 5 S342 21LB20 10" PRECAST 12 S200 8" PLANK 3 S343 14RB26 4 S341 8" PLANK 4 S343 10 S343 10 S343 EXISTING GARAGE 9 S343 12 S343 SHEET S122B SHEET S122B 10 S341 HSS6x6x1/4 BB 7" 1 S344 4 S344 5 S344 2 S341 EXISTING S304 CONSTRUCTION 9 (3) #5 CHORD 8 REINF UNO S341 TYP 1'-4" 10 S344 1 S342 5 S624 1 S351 INDICATES SHEAR REINFORCING OF EXISTING DT BEAMS TOPC= 114'-11" TOPC= 116'-0" 11 S624 5 S625 1'-4" 12'-0" 2 S626 2 S351 10 S351 1 S350 12 S351 SIM FIELD VERIFY LOCATION OF EXISTING DOUBLE TEE STEMS WITH RESPECT TO NEW PC COLUMNS PRIOR TO FABRICATION -TYP EXP JT EXP JT 1-STORY COL (BELOW) 3 S345 2 S345TYP TYP 11 S400 12 S400 4" T&G W/5/8" SHEATHING 4" T&G W/5/8" SHEATHING 5'-7" 10'-0" 2'-1 1/2" 14RB26 7 S350 2 S344 9 TYP @S341 THRESHOLDS 28IT24 (3) #5 CHORD REINF UNO 9 S344 12 S344 8 S350 7 TOPC= 114'-0" 7 7 28'-8" 5'-1 3/8" 1'-7 3/8" 7 LTS7 7 11 S346 7 S346 8 S346 S346 1 S346 2 16SP72 7 S345 1 S345 6 S307 9 STONE RELIEF ANGLES PER S343 9 10 9 2'-9 1/2" 9 9 9 S350 9 S345 8 S345 22 22 OWNER 4240 ARCHITECTURE INC 3003 LARIMER STREET DENVER, CO 80205 ARCHITECT t: 303.292.3388 ISS. # 4240 Architecture Inc. copyright 2011 ARCHITECT'S PROJECT NO. : KEY PLAN f: 303.292.3113 DESCRIPTION DATE ALPINE ENGINEERING INC 34510 U.S. 6 UNIT A9 EDWARDS, CO 81632 CIVIL ENGINEER t: 970.926.3373 f: 970.926.3390 MM JOB #: PRINCIPAL: EOR: PROJECT MANAGER: DESIGNERS: DATE PRINTED: MARTIN /MARTIN 12499 W. COLFAX AVE LAKEWOOD, CO 80215 STRUCTURAL ENGINEER t: 303.431.6100 f: 303.431.6866 PEAK LAND CONSULTING, INC. 1000 LIONSRIDGE LOOP VAIL, CO 81675 SURVEYOR t: 970.476.8644 BEAUDIN GANZE CONSULTING ENGINEERS, INC. 110 E. BEAVER CREEK SUITE 202 AVON, CO 81620 MEP ENGINEER t: 970.949.6108 TOWN OF VAIL DEPARTMENT OF PUBLIC WORKS 1309 ELKHORN DRIVE VAIL, CO 81632 t: 970.479.2158 A 21064.04 MARY HART DESIGN POST OFFICE BOX 8528 BRECKENRIDGE, CO 80424 LANDSCAPE ARCHITECT t: 970.389.3583 09.30.2011 395 East Lionshead Circle VAIL, COLORADO 81657 10/6/2011 8:16:12 AM C:\Users\EricS\Desktop\ESobel documents\ERS Revit Models (local)\21615.S.05 AUX BUILDING-ers.rvt S122A LEVEL 2 FRAMING PLAN (AREA A) LIONSHEAD TRANSIT WELCOME CENTER ERIC SOBEL ERIC SOBEL MIKE McAFFREY 21615.S.05 MIKE McAFFREY 3/16" = 1'-0" LEVEL 2 FRAMING PLAN (AREA A) 1. SEE S102 FOR PLAN NOTES 342 CONSTRUCTION 02.04.2011 3 ADDENDUM #1 02.18.2011 4 ADDENDUM #2 03.02.2011 7 B.D. RESPONSES 04.11.2011 9 CCD03 05.13.2011 22 CCD017 09.30.2011 FOR DETAILS NOT NOTED, SEE S342 5 600S162-54@16"OC, TYP (4)#10 SCREWS, TYP ATTACHMENT BY STOREFRONT SUPPLIER (DFS) S541 12 PAF'S @8"OC STONE VENEER, SEE ARCH L7x4x1/2 LLV -TYP 16 GAUGE METAL STUD WALL 1/4 1/41/4 . . 1/4 1/4 1/4 LOW STUD WALL W/VENEER HIGH STUD AND VENEER WALL REFERENCE ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND ADDITIONAL INFORMATION 1/2 BASE PLATE -CONNECT TO FLOOR W/(4) 3/4" Ø THREADED RODS EPOXY W/HILTI RE 500 SD (3) MIN EMBED AT EACH POST HSS 3 1/2x3 1/2 x3/8 -TYP 1/4" CAP PL 1/8 4 1/8 1 1/8 TYP TYP 1 1/2"1 1/2" TYP 5" 1/4 ANGLE TO HSS 1/4 BASE PL TO HSS L8x6x1/2 (LLV) L3x3x3/8 HANGER PL 1/2" CEILING, SEE ARCH NON-STRUCTURAL TIMBER TRUSS, SEE ARCH PL 3/8" EMBED PL BY PRECASTER (DFS) PD = 1200# 1/4 1/4 1/4 1/4 3 1/4 3 TYP EE DETAIL APPLIES @MIDSPAN OF TRUSS Pd=500# 1 1/2" 2" 4" 4" 2" (3)3/4" THRU-BOLTS IN HORIZ SHORTSLOOTTE HOLES. INSTALL NEAR CENTER OF SLOT. 1/2" PL NON-STRUCTURAL TRUSS, SEE ARCH EMBED BY PRECASTER (DFS) PRECAST WALL (2) PL2x0'-8. FIELD VERIFY THICKNESS (1/2" TO 1" AS REQD). TYP 1/4 1/4 3/16 3/16 HSS6x4x1/4x1'-6 Pd=500# WEATHERING STEEL PL 1/2x20xCONT PC SOLID PLANK COAT ALL BELOW GRADE STEEL WITH AN ASPHALTIC MASTIC PAINT (2)L5x5x1/2xCONT (HDG) 1/8x5x0'-5 MASTICORD BEARING PAD @EA BOLT 9" 8 1/2" 1/2"Ø WEATHERING STEEL THRU-BOLTS @8" W/PLASTIC WASHERS AGAINST ANGLES NOTE: COORD ANGLE ELEVATIONS WITH ARCH & LANDSCAPE DWGS. OCCURS AT 8'-0 MAX ALONG PLANTER BED. 2" 7" TOPC 5/16 5/16 PL 1/2x4x0'-8 (HDG) COAT ALL BELOW GRADE STEEL WITH AN ASPHALTIC MASTIC PAINT Ph=2.2k Vh=3.0k 2" Ph=2.2k VARIES EMBED PL BY PRECASTER (DFS) VIF EMBED PLATE LOCATION HSS6x4. LENGTH BASED ON EMBED PLATE ELEVATION. FOR INFORMATION NOT SHOWN, SEE S345 3 L5x5x3/8 KICKER HSS6x4x1/4 (EXTEND UP AT CONTRACTOR'S OPTION FOR ADDNL TRUSS ATTACHMENT) L5x5x3/8 WT6x20x1'-0 W/(4)1/2"Øx0'-5 SCREW ANCHORS (6"-GA) 8" 4 SIDES VIF AS REQD SEE ARCH T/EMBED VIF BOLT HOLE VIF PRECAST COLUMN (DFS) EMBED PL, VIF FOR INFORMATION NOT SHOWN, SEE S345 3 PL 1/2x6x0'-9 W/(8)1/4"x0'-1 1/2 HILTI KWIK-CONN II SCREWS IN PRE-DRILLED HOLES. LOCATE TENDONS IN PRECAST BEAM PRIOR TO FABRICATION. PL 1/2x3x0'-5 NON-STRUCTURAL TIMBER TRUSS, SEE ARCH 1/4 3 1/4 3 TYP EE PL 1/2x5 (2)3/8"Ø DRIFT PINS 2" 3/16 3/16 BEVEL GLM 3" 2" 2" 2" PRECAST BEAM (DFS) OWNER 4240 ARCHITECTURE INC 3003 LARIMER STREET DENVER, CO 80205 ARCHITECT t: 303.292.3388 ISS. # 4240 Architecture Inc. copyright 2011 ARCHITECT'S PROJECT NO. : KEY PLAN f: 303.292.3113 DESCRIPTION DATE ALPINE ENGINEERING INC 34510 U.S. 6 UNIT A9 EDWARDS, CO 81632 CIVIL ENGINEER t: 970.926.3373 f: 970.926.3390 MM JOB #: PRINCIPAL: EOR: PROJECT MANAGER: DESIGNERS: DATE PRINTED: MARTIN /MARTIN 12499 W. COLFAX AVE LAKEWOOD, CO 80215 STRUCTURAL ENGINEER t: 303.431.6100 f: 303.431.6866 PEAK LAND CONSULTING, INC. 1000 LIONSRIDGE LOOP VAIL, CO 81675 SURVEYOR t: 970.476.8644 BEAUDIN GANZE CONSULTING ENGINEERS, INC. 110 E. BEAVER CREEK SUITE 202 AVON, CO 81620 MEP ENGINEER t: 970.949.6108 TOWN OF VAIL DEPARTMENT OF PUBLIC WORKS 1309 ELKHORN DRIVE VAIL, CO 81632 t: 970.479.2158 21064.04 MARY HART DESIGN POST OFFICE BOX 8528 BRECKENRIDGE, CO 80424 LANDSCAPE ARCHITECT t: 970.389.3583 09.30.2011 395 East Lionshead Circle VAIL, COLORADO 81657 10/6/2011 8:16:12 AM C:\Users\EricS\Desktop\ESobel documents\ERS Revit Models (local)\21615.S.05 AUX BUILDING-ers.rvt S345 PRECAST DETAILS LIONSHEAD TRANSIT WELCOME CENTER ERIC SOBEL ERIC SOBEL MIKE McAFFREY 21615.S.05 MIKE McAFFREY 4 3/4" = 1'-0" LG KNEEWALL SOUTH OF CHIMNEY 5 NO SCALE LEVEL 3 FIRPLACE WALL SUPPORT PLAN 2 NO SCALE HANGING TRUSS CONNECTION 3 NO SCALE HANGING TRUSS SIDE CONNECTION 3 4 4 4 1 1" = 1'-0" PC -PLANTER DIVIDER 9 7 1" = 1'-0" PC -PLANTER DIVIDER CONN 9 RFI #140 6 NO SCALE HANGING TRUSS SIDE CONNECTION (EMBED TOO HIGH) RFI #140 9 NO SCALE HANGING TRUSS SIDE CONNECTION (GRID 2.2 & 2.3) 8 NO SCALE HANGING TRUSS CONNECTION (GRID 2.2 NORTH) 22 22 2 CONSTRUCTION 02.04.2011 3 ADDENDUM #1 02.18.2011 4 ADDENDUM #2 03.02.2011 9 CCD03 05.13.2011 21 SKETCHES Date 24 22 CCD017 09.30.2011 2.4 2.5 2.6 2.8 2.9 2.10 2.11 AA BB 1 A250 1 A250 1 A251 1 A251 E-4 E-5 E-6 2.12 E-7 2.13 E-F PUBLIC LOCKER 114 ELEC 111 WOMENS 117 FAMILY 116 MENS 115 CUSTODIAL 116A HALL 113 EL= GWB10' -0" EL= GWB & MTL Framing 10' -4" EL= GWB & MTL Framing 9' -0" EL= GWB & MTL Framing 10' -4" EL= GWB & MTL Framing 10' -0" EL= GWB & MTL Framing 10' -0" EL= T&G DECKING 2 13' -9" /1 A851A /1 A851A EQ EQ EL= GWB & MTL Framing 12' -11" WAITING AREA 109 STAIR 1 112 EL= GWB & MTL Framing 8' -0" 2.7 WD HEADER 8'-0" AFF RECESSED CUH, RE: MECH EL= GWB & MTL Framing 8' -0" 6" 8 1/4" MECH GRILL RE: MECH RECESSED CUH, RE: MECH EL= T&G DECKING 2 12' -10 1/2" RECESSED MECH GRILL, RE: MECH EL= GWB & MTL Framing 10' -4" EQ EQ WD HEADER TYP. AT SOUTH WALL (WD-01) EL= GWB & MTL Framing 6' -5 1/2" E E E SET GWB SOFFIT HEIGHT AT +1 1/2" ABOVE TOP OF LOCKERS, PER APPROVED SHOP DRAWINGS, STRIKE IN SOLID CONT. WOOD BLOCKING TO FILL VOID BETWEEN SOFFIT AND TOP OF LOCKERS, TYP AT ALL LOCKER LOCATIONS. WOOD HEADER 8'-0" AFF (WD-01) TYP. 2' -6" 4 A701 13' -1 1/8" 13' -3 5/8" TYP 3' -7 1/4" TYP 3' -4 3/4" TYP 6' -3" T&G DECKING AT CANOPY, TYP (PT-03) 8" 5 7/8" OPEN TO STRUCTURE 4' -6" 6' -9" ALIGN 1' -9" 11' -0" EL= GWB & MTL Framing 8' -6" 5' -0" 5' -0" TYP. 2' -6" RECESSED CUH, RE: MECH 4' -0" 2' -8" 2' -0" 2' -0" 2' -0" EQ EQ EQ EQ TYP. 2' -0" EQ EQ EQ EQ 10" 6' -0" 6' -0" EL= GWB & MTL Framing 8' -6" ABOVE LEVEL-01 GARAGE 8 EL= T&G DECKING 2 13' -9" 3' -0 1/2" 4' -0" 4' -0" 3' -11" 4' -5" RFI091 1' -4" 0' -8" RFI127 6 A622 1' -0" 12' -5 3/8"7' -10 5/8" J J SHEET NOTES: REFER TO GENERAL NOTES A151, U.N.O. 1. LIGHT FIXTURE LEGEND: RECESSED DOWNLIGHT RECESSED DIRECTIONAL LIGHT WALL MOUNTED SCONCE TRACK LIGHTING WALL MOUNTED FLUORESCENT SUSPENDED FLUORESCENT EGRESS LIGHTING 2' x 2' FLUORESCENT TROFFER PENDANT RE: ELEC FOR TYPE 2' x 4' FLUORESCENT TROFFER PENDANT E PENDANT WALL SCONCE PENDANT NOTE: RE ELECTRICAL FOR TYPE OWNER 4240 ARCHITECTURE INC 3003 LARIMER STREET DENVER, CO 80205 ARCHITECT t: 303.292.3388 ISS. # 4240 Architecture Inc. copyright 2011 ARCHITECT'S PROJECT NO. : KEY PLAN f: 303.292.3113 DESCRIPTION DATE 10/5/2011 3:06:15 PM 395 East Lionshead Circle Vail, Colorado 81657 A851B TOWN OF VAIL DEPARTMENT OF PUBLIC WORKS 1390 ELKHORN DRIVE VAIL, CO 81632 ALPINE ENGINEERING 34510 U.S. 6 UNIT-A9 DENVER, CO CIVIL ENGINEERING REFLECTED CEILING PLAN -LEVEL 01 -EAST 21064.20 PEAK LAND CONSULTING, INC. 1000 LIONSHEAD LOOP VAIL, CO 81765 SURVEYOR MARTIN/MARTIN, INC. 12499 WEST COLFAX AVE. LAKEWOOD CO. 80215 STRUCTURAL ENGINEER BEAUDIN GANZE CONSULTING ENGINEERS, INC. 222 CHAPEL PLACE UNIT AC-201 AVON, CO 81620 MEP ENGINEER MARY HART DESIGN POST OFFICE BOX 8528 BRECKENRIDGE, CO 80424 LANDSCAPE ARCHITECT t: 970.479.2158 970.926.3373 t: 970.476.8644 t: 303.431.6100 t: 970.949.6108 t: 970.389.3583 LIONSHEAD TRANSIT WELCOME CENTER SCALE: 1/4" = 1'-0" 1LEVEL 01 -RCP -East 3 2 CONSTRUCTION 04 FEB 2011 3 ADDENDUM 1 18 FEB 2011 8 CCD002 25 APR 2011 --20 CCD017 9.30.2011 DN 1.2 1.3 2.2 2.3 2.4 2.5 2.6 2.9 2.11 1.1 2.1 2.8 2.10 AA BB A A.5 2.12 2.13 B 2.7 SCALE: HVAC LEVEL 01 1/8" = 1'-0" FLAG NOTES: NOTES: COPYRIGHT 2010 B GANZE EAUDIN (970) 949-6108 (530) 550-7334 (303) 278-3820 (970) 221-5691 (505) 323-9070 Vail: Lake Tahoe: Denver: Fort Collins: Albuquerque: www.bgce.com ISS. # ARCHITECT'S PROJECT NO. : KEY PLAN DESCRIPTION DATE 21064.04 OWNER 4240 ARCHITECTURE INC 3003 LARIMER STREET DENVER, CO 80205 ARCHITECT t: 303.292.3388 copyright 2010 f: 303.292.3113 VAIL, COLORADO TOWN OF VAIL DEPARTMENT OF PUBLIC WORKS 1309 ELKHORN DRIVE VAIL, CO 81632 ALPINE ENGINEERING INC. 34510 U.S. 6 UNIT A9 EDWARDS, CO 81632 CIVIL ENGINEER PEAK LAND CONSULTING , INC. 1000 LIONSRIDGE LOOP VAIL, CO 81675 SURVEYOR MARTIN/MARTIN, INC. 12499 WEST COLFAX AVE. LAKEWOOD, CO 80215 STRUCTURAL ENGINEER BEAUDIN GANZE CONSULTING ENGINEERS, INC. 222 CHAPEL PLACE UNIT AC-201 AVON, CO 81620 MEP ENGINEER t: 970.479.2158 t: 970.926.3373 f:970-926-3390 t: 970.476.8644 t: 303.431.6100 t: 970.949.6108 LIONSHEAD TRANSIT WELCOME CENTER MARY HART DESIGN POST OFFICE BOX 8528 BRECKENRIDGE, CO 80424 LANDSCAPE ARCHITECT t: 970.389.3583 2 CONSTRUCTION 02.18.2011 M101 HVAC LEVEL 01 PLAN 3 ADDENDUM 1 02.18.2011 4 ADDENDUM 2 03.02.2011 10 CCD 03 05.16.2011 -CCD 08 06.13.2011 -CCD 11 07.08.2011 -CCD 12 07.08.2011 20 CCD 17 09.30.2011 1.2 1.3 2.2 2.3 2.4 2.5 2.6 2.9 2.11 1.1 2.1 2.8 2.10 AA BB A A.5 2.12 2.13 B 2.7 SCALE: 1 PLUMBING LEVEL 01 1/8" = 1'-0" FLAG NOTES: NOTES: SCALE: 2 WASTE/VENT ISOMETRIC NONE MAIN LEVEL PUBLIC RESTROOMS COPYRIGHT 2010 B GANZE EAUDIN (970) 949-6108 (530) 550-7334 (303) 278-3820 (970) 221-5691 (505) 323-9070 Vail: Lake Tahoe: Denver: Fort Collins: Albuquerque: www.bgce.com ISS. # ARCHITECT'S PROJECT NO. : KEY PLAN DESCRIPTION DATE 21064.04 OWNER 4240 ARCHITECTURE INC 3003 LARIMER STREET DENVER, CO 80205 ARCHITECT t: 303.292.3388 copyright 2010 f: 303.292.3113 VAIL, COLORADO TOWN OF VAIL DEPARTMENT OF PUBLIC WORKS 1309 ELKHORN DRIVE VAIL, CO 81632 ALPINE ENGINEERING INC. 34510 U.S. 6 UNIT A9 EDWARDS, CO 81632 CIVIL ENGINEER PEAK LAND CONSULTING , INC. 1000 LIONSRIDGE LOOP VAIL, CO 81675 SURVEYOR MARTIN/MARTIN, INC. 12499 WEST COLFAX AVE. LAKEWOOD, CO 80215 STRUCTURAL ENGINEER BEAUDIN GANZE CONSULTING ENGINEERS, INC. 222 CHAPEL PLACE UNIT AC-201 AVON, CO 81620 MEP ENGINEER t: 970.479.2158 t: 970.926.3373 f:970-970-926-3390 t: 970.476.8644 t: 303.431.6100 t: 970.949.6108 LIONSHEAD TRANSIT WELCOME CENTER MARY HART DESIGN POST OFFICE BOX 8528 BRECKENRIDGE, CO 80424 LANDSCAPE ARCHITECT t: 970.389.3583 2 CONSTRUCTION 02.18.2011 M201 PLUMBING LEVEL 01 PLAN 3 ADDENDUM 1 02.18.2011 4 ADDENDUM 2 03.02.2011 7 B.D. RESPONSES 04.11.2011 -CCD 7 06.03.2011 -CCD 11 07.08.2011 -CCD 12 07.08.2011 20 CCD 17 09.30.2011 DN 1.2 1.3 2.2 2.3 2.4 2.5 2.6 2.9 2.11 1.1 2.1 2.8 2.10 AA BB A A.5 B 1/A121A 1/A121B 1/A121A 1/A121B 2.7 SCALE: LEVEL 01 ELECTRICAL PLAN 1/8" = 1'-0" NOTES: FLAG NOTES: COPYRIGHT 2010 B GANZE EAUDIN (970) 949-6108 (530) 550-7334 (303) 278-3820 (970) 221-5691 (505) 323-9070 Vail: Lake Tahoe: Denver: Fort Collins: Albuquerque: www.bgce.com ISS. # ARCHITECT'S PROJECT NO. : KEY PLAN DESCRIPTION DATE 21064.04 OWNER 4240 ARCHITECTURE INC 3003 LARIMER STREET DENVER, CO 80205 ARCHITECT t: 303.292.3388 copyright 2010 f: 303.292.3113 VAIL, COLORADO TOWN OF VAIL DEPARTMENT OF PUBLIC WORKS 1309 ELKHORN DRIVE VAIL, CO 81632 ALPINE ENGINEERING INC. 34510 U.S. 6 UNIT A9 EDWARDS, CO 81632 CIVIL ENGINEER PEAK LAND CONSULTING , INC. 1000 LIONSRIDGE LOOP VAIL, CO 81675 SURVEYOR MARTIN/MARTIN, INC. 12499 WEST COLFAX AVE. LAKEWOOD, CO 80215 STRUCTURAL ENGINEER BEAUDIN GANZE CONSULTING ENGINEERS, INC. 222 CHAPEL PLACE UNIT AC-201 AVON, CO 81620 MEP ENGINEER t: 970.479.2158 t: 970.926.3373 f:970-926-3390 t: 970.476.8644 t: 303.431.6100 t: 970.949.6108 LIONSHEAD TRANSIT WELCOME CENTER MARY HART DESIGN POST OFFICE BOX 8528 BRECKENRIDGE, CO 80424 LANDSCAPE ARCHITECT t: 970.389.3583 2 CONSTRUCTION 02.18.2011 E101 POWER LEVEL 01 PLAN 3 ADDENDUM 1 02.18.2011 4 ADDENDUM 2 03.02.2011 -CCD 7 06.03.2011 -CCD 11 07.08.2011 -CCD 12 07.08.2011 -CCD 17 09.30.11 DN 1.2 1.3 2.2 2.3 2.4 2.5 2.6 2.9 2.11 1.1 C 2.1 2.8 2.10 AA BB A A.5 2.12 2.13 B 1/A121A 1/A121B 1/A121A 1/A121B 2.7 1.4 SCALE: LEVEL 01 LIGHTING 1/8" = 1'-0" FLAG NOTES: NOTES: COPYRIGHT 2010 B GANZE EAUDIN (970) 949-6108 (530) 550-7334 (303) 278-3820 (970) 221-5691 (505) 323-9070 Vail: Lake Tahoe: Denver: Fort Collins: Albuquerque: www.bgce.com ISS. # ARCHITECT'S PROJECT NO. : KEY PLAN DESCRIPTION DATE 21064.04 OWNER 4240 ARCHITECTURE INC 3003 LARIMER STREET DENVER, CO 80205 ARCHITECT t: 303.292.3388 copyright 2010 f: 303.292.3113 VAIL, COLORADO TOWN OF VAIL DEPARTMENT OF PUBLIC WORKS 1309 ELKHORN DRIVE VAIL, CO 81632 ALPINE ENGINEERING INC. 34510 U.S. 6 UNIT A9 EDWARDS, CO 81632 CIVIL ENGINEER PEAK LAND CONSULTING , INC. 1000 LIONSRIDGE LOOP VAIL, CO 81675 SURVEYOR MARTIN/MARTIN, INC. 12499 WEST COLFAX AVE. LAKEWOOD, CO 80215 STRUCTURAL ENGINEER BEAUDIN GANZE CONSULTING ENGINEERS, INC. 222 CHAPEL PLACE UNIT AC-201 AVON, CO 81620 MEP ENGINEER t: 970.479.2158 t: 970.926.3373 f:970-926-3390 t: 970.476.8644 t: 303.431.6100 t: 970.949.6108 LIONSHEAD TRANSIT WELCOME CENTER MARY HART DESIGN POST OFFICE BOX 8528 BRECKENRIDGE, CO 80424 LANDSCAPE ARCHITECT t: 970.389.3583 2 CONSTRUCTION 02.18.2011 E201 LIGHTING LEVEL 01 PLAN -CCD 11 07.08.2011 -CCD 12 07.08.2011 -CCD 17 09.30.11