HomeMy WebLinkAboutB11-0017 CCD8 06-15-11
OWNER 4240 ARCHITECTURE INC 3003 LARIMER STREET DENVER, CO 80205 ARCHITECT t: 303.292.3388 f: 303.292.3113 Project Number: LIONSHEAD TRANSIT WELCOME CENTER 1C6C MD0A0Y3 2011 TOWN OF
VAIL DEPARTMENT OF PUBLIC WORKS 1390 ELKHORN DRIVE VAIL, CO 81632 t: 970.479.2158 ALPINE ENGINEERING 34510 U.S. 6 UNIT-A9 DENVER, CO PEAK LAND CONSULTING, INC. 1000 LIONSHEAD LOOP VAIL,
CO 81765 t: 970.476.8644 MARTIN/MARTIN, INC. 12499 WEST COLFAX AVE. LAKEWOOD CO. 80215 t: 303.431.6100 BEAUDIN GANZE CONSULTING ENGINEERS, INC. 222 CHAPEL PLACE UNIT AC-201 AVON, CO
81620 t: 970.949.6108 MARY HART DESIGN POST OFFICE BOX 8528 BRECKENRIDGE, CO 80424 t: 970.389.3583 CIVIL ENGINEERING SURVEYOR STRUCTURAL ENGINEER MEP ENGINEER LANDSCAPE ARCHITECT 970.926.3373
VAIL, COLORADO 21064.20 39°38' N | 106°23' W
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 5/16/2011 1:25:52 PM 395 East Lionshead Circle Vail, Colorado 81657 G001 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 SHEET INDEX 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 SHEET INDEX SHEET NUMBER SHEET
NAME PROPOSAL PACKAGE A 01.07.2011 PROPOSAL PACKAGE B 01.07.2011 PROPOSAL PACKAGE C 01.07.2011 CONSTRUCTION 02.04.2011 3 -ADDENDUM 1 -02.18.2011 ADDENDUM 2 -03 .03.2011 ADDENDUM 4 -03.10.2011
B.D. RESPONSES -04.10.2011 CCD02 -04.25.2011 CCD003 -5.16.2011 E401 ELECTRICAL SCHEDULES E500 ELECTRICAL DIAGRAMS E600 SPECIAL SYSTEMS DIAGRAMS 8 FIRE PROTECTION FA000 FIRE ALARM COVER
SHEET FA101 FIRE ALARM LEVEL 01 PLAN FA102 FIRE ALARM LEVEL 02 PLAN FA103 FIRE ALARM LEVEL 03 PLAN FP000 FIRE PROTECTION COVER SHEET FP101 FIRE PROTECTION LEVEL 01 PLAN FP102 FIRE PROTECTION
LEVEL 02 PLAN FP103 FIRE PROTECTION LEVEL 03 PLAN FP201 FIRE PROTECTION LEVEL 01 PLAN FP202 FIRE PROTECTION LEVEL 02 PLAN FP203 FIRE PROTECTION LEVEL 03 PLAN 9 SKETCHES ASK-0 02 Unnamed
SHEET INDEX SHEET NUMBER SHEET NAME PROPOSAL PACKAGE A 01.07.2011 PROPOSAL PACKAGE B 01.07.2011 PROPOSAL PACKAGE C 01.07.2011 CONSTRUCTION 02.04.2011 3 -ADDENDUM 1 -02.18.2011 ADDENDUM
2 -03 .03.2011 ADDENDUM 4 -03.10.2011 B.D. RESPONSES -04.10.2011 CCD02 -04.25.2011 CCD003 -5.16.2011 S121B FOUNDATION PLAN (AREA B) S122A LEVEL 2 FRAMING PLAN (AREA A) S122B LEVEL 2
FRAMING PLAN (AREA B) S123A LEVEL 3 FRAMING PLAN (AREA A) S123B LEVEL 3 FRAMING PLAN (AREA A) S200 STAIR DEMOLITION S300 TYP CONCRETE DETAILS S301 TYP FOOTING DETAILS S302 TYP FOUNDATION
WALL DETAILS S303 TYP SLAB ON GRADE DETAILS S304 FOUNDATION DETAILS S305 FOUNDATION DETAILS S306 FOUNDATION DETAILS S307 FOUNDATION DETAILS S319 TYP SITE WALL DETAILS S340 TYP PRECAST
COLUMN & WALL DETAILS S341 TYP PRECAST FLOOR DETAILS S342 PRECAST FLOOR DETAILS S343 PRECAST DETAILS S344 PRECAST DETAILS S345 PRECAST DETAILS S346 PRECAST DETAILS S347 ELEVATOR SHROUD
ELEVATIONS. S350 GARAGE DETAILS S351 GARAGE REINFORCING S352 GARAGE REINFORCING S380 PRECAST WALL ELEVATIONS (EAST) S381 PRECAST WALL ELEVATIONS (NORTH) S382 PRECAST WALL ELEVATIONS
(WEST) S383 PRECAST WALL ELEVATIONS (WEST) S384 PRECAST WALL ELEVATIONS (STAIRS) S400 TYP MASONRY DETAILS S401 MASONRY DETAILS S540 TYP LT-GA FRAMING DETAILS S541 TYP LT-GA FRAMING DETAILS
S600 TRUSS PROFILES S601 TRUSS PROFILES S602 TRUSS PROFILES S603 TRUSS PROFILES S610 TRUSS TRUSS DETAILS S611 TRUSS DETAILS S620 TYP TIMBER DETAILS S621 TYP TIMBER DETAILS S622 TYP TIMBER
DETAILS S623 TIMBER DETAILS -ELEVATOR FEATURE S624 TIMBER DETAILS -ENTRANCE CANOPY S625 TIMBER DETAILS -ENTRANCE VESTIBULE S626 TIMBER DETAILS -TREE 6 MECHANICAL M000 MECHANICAL COVER
SHEET M001 MECHANICAL SCHEDULES M002 MECHANICAL SCHEDULES M100 MECHANICAL SITE PLAN M101 HVAC LEVEL 01 PLAN M102 HVAC LEVEL 02 PLAN M103 HVAC LEVEL 03 PLAN M201 PLUMBING LEVEL 01 PLAN
M202 PLUMBING LEVEL 02 PLAN M203 PLUMBING LEVEL 03 PLAN M300 SNOWMELT SYTEM SITE PLAN M301 SNOWMELT SYSTEM MECHANICAL ROOM FLOOR PLANS M302 SNOWMELT BOILER PIPING DIAGRAM M400 MECHANICAL
DIAGRAMS M401 MECHANICAL DIAGRAMS M500 MECHANICAL CONTROLS M501 MECHANICAL CONTROLS 7 ELECTRICAL E000 ELECTRICAL COVER SHEET E100 ELECTRICAL SITE PLAN E101 POWER LEVEL 01 PLAN E102 POWER
LEVEL 02 PLAN E103 POWER LEVEL 03 PLAN E104 ELECTRICAL ROOF PLAN E201 LIGHTING LEVEL 01 PLAN E202 LIGHTING LEVEL 02 PLAN E203 LIGHTING LEVEL 03 PLAN E301 EXISTING FRTB ELECTRICAL BASEMENT
PLAN E400 ELECTRICAL ONE-LINE DIAGRAM SHEET INDEX SHEET NUMBER SHEET NAME PROPOSAL PACKAGE A 01.07.2011 PROPOSAL PACKAGE B 01.07.2011 PROPOSAL PACKAGE C 01.07.2011 CONSTRUCTION 02.04.2011
3 -ADDENDUM 1 -02.18.2011 ADDENDUM 2 -03 .03.2011 ADDENDUM 4 -03.10.2011 B.D. RESPONSES -04.10.2011 CCD02 -04.25.2011 CCD003 -5.16.2011 A371 ENLARGED ELEVATIONS A372 ENLARGED SECTION
& PLAN A373 ENLARGED SECTION & PLANS A374 ENLARGED SECTION-ELEVATION A375 ENLARGED SECTIONS A380 ENLARGED ELEVATIONS SECTIONS & PLANS A381 ENLARGED ELEVATIONS SECTIONS & PLANS A500 PARTITION
TYPES A510 STOREFRONT TYPES A520 DOOR TYPES & SCHEDULE A521 INTERIOR DOOR & FRAME TYPES A601 EXTERIOR DETAILS -SECTION A602 EXTERIOR DETAILS -SECTION A603 EXTERIOR DETAILS -SECTION A605
EXTERIOR DETAILS A606 EXTERIOR DETAILS A610 EXTERIOR DETAILS -PLAN A611 EXTERIOR DETAILS -PLAN A612 EXTERIOR DETAILS -PLAN A620 ROOF DETAILS A621 ROOF DETAILS A622 ROOF DETAILS A700
STAIR 01 -PLAN, SECTION & ELEVATION A701 STAIR -PLAN, SECTION & ELEVATION A702 STAIR -PLAN, SECTION & ELEVATION A710 ELEVATOR 01 & 02 -PLANS & SECTIONS A720 STAIR DETAILS A730 FIREPLACE
PLAN, SECTION & ELEVATION A800 MATERIALS LIST A801 ROOM FINISH SCHEDULE A802 FINISHES PLAN -LEVEL 01 A803 FINISHES PLAN -LEVEL 02 A804 FINISHES PLAN -LEVEL 03 A810 ENLARGED FLOOR PLAN
A811 INTERIOR ELEVATIONS A812 INTERIOR ELEVATIONS A813 INTERIOR ELEVATIONS A814 ENLARGED ELEVATIONS AND FLOOR PLANS A815 ENLARGED ELEVATIONS A816 ENLARGED ELEVATIONS AND FLOOR PLANS
A817 INTERIOR ELEVATIONS A820 INTERIOR ELEVATIONS A821 INTERIOR ELEVATIONS A822 ENLARGED ELEVATIONS AND FLOOR PLANS A830 ENLARGED ELEVATIONS AND FLOOR PLANS A831 INTERIOR ELEVATIONS
A832 ENLARGED ELEVATIONS AND FLOOR PLANS A833 INTERIOR ELEVATIONS A841 INTERIOR DETAILS A842 INTERIOR FINISH TILE PATTERNS A843 TYPICAL MOUNTING HEIGHTS A844 MOVEABLE CART PLAN, ELEVATIONS
& SECTIONS A845 INFO CENTER ALCOVE SECTIONS A846 LEVEL 02 FLOOR FINISH PATTERNS A847 LEVEL 02 FLOOR FINISH PATTERNS A848 LEVEL 02 FLOOR FINISH PATTERNS A851A REFLECTED CEILING PLAN -LEVEL
01 -WEST A851B REFLECTED CEILING PLAN -LEVEL 01 -EAST A852A REFLECTED CEILING PLAN -LEVEL 02 -WEST A852B REFLECTED CEILING PLAN -LEVEL 02 -EAST A853A REFLECTED CEILING PLAN -LEVEL 03
-WEST A853B REFLECTED CEILING PLAN -LEVEL 03 -EAST A860 INTERIOR PLAN DETAILS A865 INTERIOR CASEWORK DETAILS A870 INTERIOR CEILING DETAILS A871 INTERIOR CEILING DETAILS 5 STRUCTURAL
S001 GENERAL NOTES & ABBREVIATIONS S002 GENERAL NOTES S003 MATERIAL NOTES S004 LOADING PLANS S005 TESTING & INSPECTIONS S101 FOUNDATION PLAN S102 LEVEL 2 FRAMING PLAN S103 LEVEL 3 FRAMING
PLAN S104 ROOF FRAMING PLAN S110 LOW/HIGH ROOF PLANS S121A FOUNDATION PLAN (AREA A) SHEET INDEX SHEET NUMBER SHEET NAME PROPOSAL PACKAGE A 01.07.2011 PROPOSAL PACKAGE B 01.07.2011 PROPOSAL
PACKAGE C 01.07.2011 CONSTRUCTION 02.04.2011 3 -ADDENDUM 1 -02.18.2011 ADDENDUM 2 -03 .03.2011 ADDENDUM 4 -03.10.2011 B.D. RESPONSES -04.10.2011 CCD02 -04.25.2011 CCD003 -5.16.2011 1
GENERAL G000 COVER G001 SHEET INDEX G010 GENERAL INFORMATION G100 CODE SUMMARY G101 EGRESS AND OCCUPANT LOAD G102 EGRESS AND OCCUPANT LOAD G103 ELEVATION EXHIBITS G111 GARAGE CODE ANALYSIS
DURING CONSTRUCTION G121 GARAGE CODE ANALYSIS AFTER CONSTRUCTION 2 CIVIL C001 OVERALL EXISTING CONDITIONS C002 OVERALL EXISTING CONDITIONS C003 OVERALL EXISTING CONDITIONS C010 SITE
PLAN C011 LEVEL 1 DEMOLITION PLAN C012 LEVEL 1 GRADING PLAN C013 LEVEL 2 GRADING PLAN C014 LEVEL 3 GRADING PLAN C015 LEVEL 1 DRAINAGE PLAN C016 UTILITY PLAN C017 DETAILS C018 DETAILS
C019 SUBDRAIN, JOINTING & DETAILS C020 RESTRIPING PLAN C021 HARDSCAPE PENETRATION PLAN 3 LANDSCAPE L100 SITE LAYOUT & LIGHTING PLAN L101 TREE PRESERVATION PLAN L102 LANDSCAPE PLAN L103
IRRIGATION LAYOUT PLAN L200 SITE DETAILS L201 STAIRWAY PLANTER & GREEN ROOF DETAILS L202 LANDSCAPE DETAILS L203 IRRIGATION DETAILS 4 ARCHITECTURAL A030 GRID LAYOUT A101 BUILDING FLOOR
PLAN A102 BUILDING FLOOR PLAN A103 BUILDING FLOOR PLAN A104 BUILDING ROOF PLAN A121A ENLARGED BUILDING FLOOR PLAN -WEST A121B ENLARGED BUILDING FLOOR PLAN -EAST A122A ENLARGED BUILDING
FLOOR PLAN -WEST A122B ENLARGED BUILDING FLOOR PLAN -EAST A123A ENLARGED BUILDING FLOOR PLAN -WEST A123B ENLARGED BUILDING FLOOR PLAN -EAST A124A ENLARGED BUILDING ROOF PLAN -WEST A124B
ENLARGED BUILDING ROOF PLAN -EAST A151 REFLECTED CEILING PLAN -LEVEL 01 A152 REFLECTED CEILING PLAN -LEVEL 02 A153 REFLECTED CEILING PLAN -LEVEL 03 A200 BUILDING ELEVATIONS A201 BUILDING
ELEVATIONS A250 BUILDING SECTIONS A251 BUILDING SECTIONS A350 ENLARGED ELEVATION, SECTION & PLANS A351 ENLARGED ELEVATIONS, SECTIONS & PLANS A352 ENLARGED ELEVATION, SECTION & PLANS
A353 ENLARGED SECTION, ELEVATION & PLANS A354 ENLARGED ELEVATION, SECTION & PLANS A355 ENLARGED ELEVATION, SECTION & PLAN A356 ENLARGED ELEVATION & SECTION A357 ENLARGED SECTIONS & PLANS
A358 ENLARGED ELEVATION, SECTION & PLANS A359 ENLARGED ELEVATION, SECTION & PLANS A360 ENLARGED ELEVATION, SECTION & PLANS A361 ENLARGED ELEVATION, SECTION & PLAN A362 ENLARGED ELEVATION,
SECTIONS & PLANS A363 ENLARGED ELEVATION, SECTION & PLANS A364 ENLARGED ELEVATION, SECTION & PLAN A365 ENLARGED ELEVATION A366 ENLARGED SECTION & PLANS A367 ENLARGED SECTION & PLANS
A368 ENLARGED ELEVATION & SECTIONS A369 ENLARGED ELEVATION, SECTION & PLANS A370 ENLARGED ELEVATION & SECTION 1 Proposal Package A,B, & C 01 JAN 2011 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
CODE SUMMARY ALLOWABLE AREA ALLOWABLE HEIGHT 2. OCCUPANCY CLASSIFICATION: LIONSHEAD TRANSIT WELCOME CENTER : GROUP A-3 EXISTING LIONSHEAD PARKING GARAGE AND STORAGE: GROUP S-2 OPEN (CLOSED
ON LEVEL 1) AND ACCESSORY USE CONST. CLASS 0. APPLICABLE CODES ARCHITECTURAL DESIGN 2009 INTERNATIONAL BUILDING CODE (IBC) STRUCTURAL DESIGN 2009 INTERNATIONAL BUILDING CODE (IBC) MECHANICAL
DESIGN 2009 INTERNATIONAL MECHANICAL CODE (IMC) PLUMBING DESIGN 2009 INTERNATIONAL PLUMBING CODE (IPC) ELECTRICAL DESIGN 2008 NATIONAL ELECTRICAL CODE (NEC) FIRE PROTECTION DESIGN 2009
INTERNATIONAL FIRE CODE (IFC) ENERGY CONSERVATION 2009 INTERNATIONAL ENERGY CONSERVATION CODE (IECC) ACCESSABILITY 2003 ANSI 117.1-2003 TITLE II ADAAG USE GROUP A-3 3. BUILDING TYPE:
LIONSHEAD TRANSIT WELCOME CENTER : TYPE IB FULLY SPRINKLERED (NFPA 13) EXISTING LIONSHEAD PARKING GARAGE PARKING GARAGE: TYPE IB (BASED ON TIER SIZE) NON-SPRINKLERED 5. BUILDING HEIGHT
AND AREA LIMITATIONS: 4. FIRE DISTRICT: VAIL FIRE DEPARTMENT 1. BUILDING ADDRESS: 395 EAST LIONSHEAD CIRCLE, VAIL, COLORADO, 81657 ACTUAL HEIGHT 8. REQUIRED FIRE RESISTANCE RATING (IN
HOURS), PER IBC TABLE 601: UNLIMITED IB 160 FT; 11 STORIES 48'-1 1/2"; 3 STORIES* S-2 IB UNLIMITED /12 TIERS UNLIMITED X'-X" ACTUAL AREA 7,361 SF 373,560 SF (62,260SF PER TIER X 6 TIERS)
b b PER IBC TABLE 503 AND SECTION 504.2 c c PER IBC SECTION 502.1 a,d a PER IBC TABLE 503 AND SECTION 506 S-2 TO A-3: 1-HOUR (DUE TO NO AUTOMATIC FIRE SPRINKLER IN GARAGE) 7. OCCUPANCY
SEPARATION REQUIREMENTS, PER IBC TABLE 508.4: S-2 TO INCIDENTAL USE: 1 HOUR OR AUTOMATIC FIRE SPRINKLER SYSTEM AND PROVIDE SMOKE SEAL AND SELF-CLOSING DOORS (IBC 302.1.1) GROUP A: SHALL
NOT EXCEED 75 FEET; SHALL NOT EXCEED 30 FEET FROM ANY SEAT TO A POINT WHERE AN OCCUPANT HAS A CHOICE OF TWO PATHS OF EGRESS TRAVEL TO TWO EXITS (IBC SECTION 1014.3 AND 1028.8) GROUP
E: SHALL NOT EXCEED 75 FEET (IBC SECTION 1014.3) GROUP S: SHALL NOT EXCEED 75 FEET (IBC SECTION 1014.3) 9a. EGRESS -COMMON PATH OF EGRESS TRAVEL: GROUP A: 250FT WITH SPRINKLER SYSTEM
(IBC TABLE 1016.1) GROUP E: 250FT WITH SPRINKLER SYSTEM (IBC TABLE 1016.1) GROUP S-2: 300FT WITHOUT SPRINKLER SYSTEM (IBC TABLE 1016.1) 9b. EGRESS-MAXIMUM TRAVEL DISTANCE TO EXIT ACCESS:
PRIMARY STRUCTURAL FRAME* BEARING WALLS, EXTERIOR BEARING WALLS, INTERIOR NON BEARING WALLS AND PARTITIONS, EXTERIOR (IBC TABLE 602) NON BEARING WALLS AND PARTITIONS, INTERIOR SHAFTS
AND ELEVATOR HOISTWAY (IBC SECTION 708.4) FLOOR CONSTRUCTION AND SECONDARY MEMBERS ROOF CONSTRUCTION AND SECONDARY MEMBERS** OPENING PROTECTION, EXTERIOR DOORS AND WINDOWS STAIR ENCLOSURE
(IBC SECTION 1022) ELEVATOR MECHANICAL ROOM (IBC SECTION 3006.4, EXCEPTION 1) 2 HR 2 HR 2 HR REFER TO DIAGRAM ON SHEET G002 0 HR 2 HR 2 HR 1 HR REFER TO DIAGRAM ON SHEET G002 2 HR 1
HR REFER TO SHEETS G101 AND G102 FOR OCCUPANCY LOAD DIAGRAMS AND REQUIREMENTS 11. OCCUPANCY LOAD: (PER IBC TABLE 1004.1.1) 13. PLUMBING FIXTURE REQUIREMENTS GROUP A-3: (PER IBC SECTION
2902.1) FIRST FLOOR: TRANSPORTATION FACILITIES SECOND FLOOR: AUDITORIUMS W/O PERMANENT SEATING MALE: WATERCLOSETS: 2 5 URINALS: 1 2 LAVATORIES: 2 5 DRINKING FOUNTAINS: 2 4 FEMALE:WATER
CLOSETS: 4 7 LAVATORIES: 2 5 FAMILY /ASSISTED-USE TOILET PROVIDED PER IBC SECTION 1109.2.1 WHEN AGGREGATE OF 6 OR MORE MALE AND FEMALE WATER CLOSETS ARE REQUIRED. CLEAR FLOOR SPACE OF
30” X 48” PROVIDED BEYOND DOOR SWING. REQUIRED : PROVIDED FIRE DEPARTMENT ACCESS: FROM SOUTH SIDE OF FACILITY. FIRE ALARM PANEL: LOCATED ON FIRST FLOOR OF WELCOME CENTER STANDPIPE SYSTEM:
NOT REQUIRED AS FLOOR LEVEL OF HIGHEST STORY IS NOT MORE THAN 30 FEET ABOVE THE LOWEST LEVEL OF FIRE DEPARTMENT VEHICLE ACCESS. FIRE SPRINKLER: NFPA 13 (IBC SECTION 903.3.1.1.1) BUILDING
UTILIZES FIRE-RATED OCCUPANCY SEPARATION IN DESIGN OF BUILDING SO AS TO NOT REQUIRE SPRINKLERING IN EXISTING PARKING GARAGE PORTION. REFER TO SHEETS G101 AND G102 FOR FURTHER INFORMATION.
10. FIRE SUPPRESSION /DETECTION SYSTEM * EXCLUDING UNOCCUPIED TOWER (64' ABOVE EAST LIONSHEAD CIRCLE) * NOTE “a” UNDER IBC TABLE 601 STATES THAT FIRE-RESISTANCE RATINGS FOR PRIMARY STRUCTURAL
FRAME AND BEARING WALLS ARE PERMITTED TO BE REDUCED TO 1-HOUR WHERE SUPPORTING ROOFS ONLY. ** NOTE “c” FROM IBC TABLE 601 STATES THAT IN ALL OCCUPANCIES, HEAVY TIMBER SHALL BE ALLOWED
WHERE A 1-HOUR OR LESS FIRE-RESISTANCE RATING IS REQUIRED. 12. ACCESSIBILITY TWO MEANS OF ACCESSIBLE EXITS PROVIDED VIA TWO AT-GRADE EXIT DOORS. PER IBC SECTION 1007.3 EXCEPTIONS 1 AND
2, EXIT STAIRS DO NOT REQUIRE AREA OF REFUGE NOR 48” CLEAR BETWEEN HANDRAILS WITH SPRINKLERED BUILDING. PER IBC SECTION 1007.3 EXCEPTION 5, AN AREA OF REFUGE NOT REQUIRED AT OPEN PARKING
GARAGE. PER IBC SECTION 1107.2.1, ACCESSIBLE ELEVATOR EGRESS NOT REQUIRED. PARKING GARAGE IS ONLY 3 STORIES ABOVE LEVEL OF EXIT DISCHARGE AND WELCOME CENTER IS ONLY 3 STORIES ABOVE LEVEL
OF EXIT DISCHARGE. PER IBC SECTI1O0N2 7, THE EXIT DISCHARGE IS AT GRADE OR PROVIDE DIRECT ACCESS TO GRADE. PER IBC SECTION 1007.8, TWO WAY COMMUNICATION IS PROVIDED AT ELEVATOR BACK
TO “CENTRAL CONTROL POINT LOCATION”. FIRST FLOOR TOTAL PERIMETER L=1,226 LF LINEAR LENGTH OF PARKING PARKING GARAGE OPENINGS L=634.6 LF PERCENTAGE OF OPENING TO LENGTH OF WALL 51% (IBC
SECTION 406.3.3.1 REQUIRES MINIMUM OF 40%) SECOND FLOOR TOTAL PERIMETER L=1,226 LF LINEAR LENGTH OF PARKING GARAGE OPENINGS L=692.7 LF PERCENTAGE OF OPENING TO LENGTH OF WALL 56% (IBC
SECTION 406.3.3.1 REQUIRES MINIMUM OF 40%) FIRST FLOOR PERIMETER WALL AREA A=13,486 SF AREA OF PARKING GARAGE OPENINGS A=3,144 SF PERCENTAGE OF OPENING TO WALL AREA 23% (IBC SECTION
406.3.3.1 REQUIRES MINIMUM OF 20%) SECOND FLOOR PERIMETER WALL AREA A=13,741 SF AREA OF PARKING GARAGE OPENINGS A=3,164 SF PERCENTAGE OF OPENING TO WALL AREA 23% (IBC SECTION 406.3.3.1
REQUIRES MINIMUM OF 20%) WITH PREVAILING WINDS FROM THE NORTHWEST AND THE OPENINGS ON THE NORTHWEST AND SOUTHEAST, THE EXISTING GARAGE PORTION OF THE STRUCTURE CONTINUES TO QUALIFY UNDER
IBC SECTION 406.3.3.1 AS AN OPEN GARAGE SINCE ITS OPENINGS ARE EQUALLY DISTRIBUTED ON TWO OR MORE SIDES AND THE OPENING AREA IS LEAST 20 PERCENT OF THE TOTAL PERIMETER WALL AREA. d PER
IBC SECTION 406.3, OPEN PARKING GARAGES AND TABLE 406.3.5 A-3 TO E: NO SEPARATION REQUIREMENT I4 IB UNLIMITED 2,200 SF 160 FT; 5 STORIES PER IBC SECTION 708.2, EXCEPTION 7, THE PROTECTION
OF AIR TRANSFER OPENINGS AT THIRD FLOOR FROM SECOND FLOOR MECHANICAL IS ALLOWED TO BE UNPROTECTED. HOWEVER, THE OWNER (TOWN OF VAIL) HAS REQUESTED THAT THE SECOND FLOOR BE CONSTRUCTED
TO ALLOW THE FUTURE CONVERSION OF THE SPACE TO "GROUP B" OCCUPANCY. THROUGH THE USE OF DAMPERS IN THE THIRD FLOOR ASSEMBLY, A I-HR RATING HAS BEEN MAINTAINED AT THE FLOOR ASSEMBLY TO
ACCOMODATE THE OCCUPANCY SEPARATION REQUIRED BY IBC TABLE 508.4. IBC SECTION 705.2 ALLOWS FOR THE ROOF PROJECTION OVER THE EXISTING GARAGE PORTION OF THE STRUCTURE SINCE THE BUILDING
IS WITHIN THE HEIGHT AND AREA LIMITS SPECIFIED IN IBC CHAPTER 5. THE NEW WELCOME CENTER PORTION OF THE BUILDING ALONG WITH THE EXISTING GARAGE CAN BE CONSIDERED ONE BUILDING PER IBC
SECTION 503.1.2 AS THE HEIGHT OF EACH BUILDING AND AGGREGATE BUILDING AREA OF THE PORTIONS OF THE BUILDING ARE WITHIN THE LIMITATIONS OF TABLE 503 AS MODIFIED BY SECTIONS 504 AND 506.
48'-1 1/2"; 3 STORIES* 6. EXISTING GARAGE OPENING CALCULATIONS AS-DESIGNED : 7 7 7 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 4/13/2011 8:57:11 AM 395 East Lionshead Circle Vail, Colorado 81657 G100 TOWN OF
VAIL DEPARTMENT OF PUBLIC WORKS 1390 ELKHORN DRIVE VAIL, CO 81632 ALPINE ENGINEERING 34510 U.S. 6 UNIT-A9 DENVER, CO CIVIL ENGINEERINGCODE SUMMARY 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 3 2 CONSTRUCTION 04 FEB 2011 3 ADDENDUM 1 18 FEB 2011 7 B.D. RESPONSES 11 APR 2011
DN UP DN DN OCCUPANCY: AREA SUBTOTAL: LOAD FACTOR: OCCUPANT LOAD: FUNCTION: 165 SF MECHANICAL & STORAGE ROOMS 300 SF 1 ACCESSORY -OCCUPANCY: AREA SUBTOTAL: LOAD FACTOR: OCCUPANT LOAD:
FUNCTION: 169 SF KITCHEN 200 SF 1 A3 KITCHEN OCCUPANCY: AREA SUBTOTAL: LOAD FACTOR: OCCUPANT LOAD: FUNCTION: 1402 SF VRD ECOFUN 35 SF 41 I4 DAYCARE OCCUPANCY: AREA SUBTOTAL: LOAD FACTOR:
OCCUPANT LOAD: FUNCTION: 151 SF RESTROOMS & JANITOR CLOSET 300 SF 1 ACCESSORY -OCCUPANCY: AREA SUBTOTAL: LOAD FACTOR: OCCUPANT LOAD: FUNCTION: 190 SF OFFICE 100 SF 2 E SUPPORT OCCUPANCY:
AREA SUBTOTAL: LOAD FACTOR: OCCUPANT LOAD: FUNCTION: 123 SF OFFICE 100 SF 2 E SUPPORT OCCUPANCY: AREA SUBTOTAL: LOAD FACTOR: OCCUPANT LOAD: FUNCTION: 125 SF MECHANICAL 300 SF 1 ACCESSORY
-GARAGE OCCP. 1.5 HR DOOR 1.5 HR DOOR COMBINED OCCP. OCCUPANCY: AREA SUBTOTAL: LOAD FACTOR: OCCUPANT LOAD: FUNCTION: 704 SF VRD IMAGINATION STATION 15 SF 47 I4 (LOAD PER A3) ASSEMBLY
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 24 1 1 1 1 2 70 23 273 REQ'D DOOR WIDTH: TOTAL EGRESS
LOAD: REQ'D STAIR WIDTH: STAIR 3 344 N/A .30"/OCC = 103.2" < 13'-6" ACTUAL 1 344 1 71 7 7 7 DESIGNATED 30" X 42" ASSESIBLE WAITING AREA FOR ASSISTED EGRESS. 7 OCCUPANCY: AREA SUBTOTAL:
LOAD FACTOR: OCCUPANT LOAD: FUNCTION: 208 SF CATERING PANTRY 200 SF 2 A3 KITCHEN OCCUPANCY: AREA SUBTOTAL: LOAD FACTOR: OCCUPANT LOAD: FUNCTION: 147 SF STORAGE 300 SF 1 ACCESSORY -OCCUPANCY:
AREA SUBTOTAL: LOAD FACTOR: OCCUPANT LOAD: FUNCTION: 1349 SF EVENT/EXHIBIT SPACE 5 SF270 A3 ASSEMBLY (STANDING) OCCUPANCY: AREA SUBTOTAL: LOAD FACTOR: OCCUPANT LOAD: FUNCTION: 59 SF
JANITOR'S CLOSET 300 SF 1 ACCESSORY -OCCUPANCY: AREA SUBTOTAL: LOAD FACTOR: OCCUPANT LOAD: FUNCTION: 501 SF RESTROOMS & STORAGE 300 SF 2 ACCESSORY -OCCUPANCY: AREA SUBTOTAL: LOAD FACTOR:
OCCUPANT LOAD: FUNCTION: 526 SF EVENT DECK 15 SF 36 A3 DECKS 3/4 HR DOORS GARAGE OCCP. TO EXTERIOR EXIT STAIR 3/4 HR DOOR COMBINED OCCP. 135 137 2 173 179 156 335 1 1 REQ'D DOOR WIDTH:
TOTAL TOTAL EGRESS LOAD: REQ'D STAIR WIDTH: STAIR 1 173 .20"/173 OCC = 34.6" < 36" ACTUAL .30"/173 OCC = 51.9" < 54" ACTUAL REQ'D DOOR WIDTH: TOTAL EGRESS LOAD: REQ'D STAIR WIDTH: STAIR
3 335 N/A .30"/OCC = 100.5" < 13'-6" ACTUAL 2 OCCUPANCY: AREA SUBTOTAL: LOAD FACTOR: OCCUPANT LOAD: FUNCTION: 205 SF VESTIBULE 5 SF41 A3 ASSEMBLY (STANDING) 1 HR RATED WALL 2 HR RATED
WALL 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 4/13/2011 8:57:20 AM 395 East Lionshead Circle Vail, Colorado 81657 G102 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 02 SCALE: 1/8" = 1'-0" 2LEVEL 03 2 CONSTRUCTION 04 FEB 2011 7 B.D. RESPONSES 11 APR 2011
LEVEL 01 100' -0" LEVEL 02 116' -3 1/2" LEVEL 03 128' -3 1/2" LEVEL 03 -ROOF 136' -3 1/2" LEVEL 1 GARAGE 105' -3 5/8" TRUSS BASE 138' -6 1/2" 1.4 40' LINE ABOVE GRADE PROPOSED GRADE
LEVEL 01 100' -0" LEVEL 02 116' -3 1/2" LEVEL 03 128' -3 1/2" LEVEL 03 -ROOF 136' -3 1/2" LEVEL 1 GARAGE 105' -3 5/8" B TRUSS BASE 138' -6 1/2" T.O. TRUSS 145' -6 1/2" 40' LINE ABOVE
GRADE GRADE 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 4/13/2011 8:57:22 AM 395 East Lionshead Circle Vail, Colorado 81657 G103 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 ELEVATION EXHIBITS21064.20 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" 1SOUTH ELEVATION @ELEVATOR VESTIBULE SCALE: 1/4" = 1'-0" 2SOUTHEAST ELEVATION @LOBBY VESTIBULE 7 7 B.D. RESPONSES 11 APR 2011
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 INFO CENTER 103 ELEV. 01 100 SHELL SPACE 107 WOMENS 117 MENS 115 HALL 113 PUBLIC LOCKER 114 VESTIBULE 101 FAMILY 116
VESTIBULE 102 A A.5 CUSTODIAL 116A ELEC 111 2.12 2.13 STORAGE 104 STORAGE 105 B 28' -8" 17' -0" 10' -0" 10' -0" 10' -0" 10' -0" 18' -2" 11' -8" 15' -0" 14' -0" 14' -2" 14' -2" WATER
ENTRY 121 WAITING AREA 109 1/A121A 1/A121B 1/A121A 1/A121B 13' -0" 9' -6" 22' -6" 18' -0" STAIR 1 112 STAIR 2 106 ELEV. 02 -TRASH/RECYCLING 128 2.7 HOST SKI STORAGE 123 IT ROOM 130 TENANT
129 UP 1' -8" (4) CONCRETE & STONE BENCH ASSEMBLIES: • 3" STONE CAP ANCHORED INTO CONCRETE BLOCK • 1.5'W x 1.5'H x 8'L CONCRETE BLOCK PAINTED AND GALV. STEEL GUARDRAIL 1.5" DIA RAILS
& 1.5" DIA POSTS NEW WHEEL STOPS REMOVE (6) BAYS EXISTING CONCRETE STEM WALL (RE: STRUCTURAL) EXISTING LIONSHEAD PARKING GARAGE (LEVEL L1) EXISTING OFFICE SPACE (NIC) EXISTING ELECTRICAL
ROOM (NIC) 10'X18' STRIPED PARKING SPACES LANDSCAPE AND HARDSCAPE PER CIVIL AND LANDSCAPE UP UP DN H.H.S. RESTROOM 131 ELEV MECH ROOM 122 1.4 3 3 4 7 CENTER OF RIGHT OF WAY 20' LINE
FROM CENTER OF RIGHT OF WAY PROPERTY LINE 8 8 8 10 12 SHEET NOTES: NOTE: REFERENCE SHEETS FOR NAVIGATIONAL USE ONLY. REFER TO A120 SERIES FOR ARCHITECTURAL INFORMATION. 1. 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 5/31/2011 3:52:33 PM 395 East Lionshead Circle Vail, Colorado 81657 A101 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 BUILDING FLOOR PLAN21064.20 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 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 1 Proposal Package A,B, & C 01 JAN 2011 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
1.2 1.3 2.2 2.3 2.4 2.5 2.6 2.9 2.11 1.1C 2.1 2.8 2.10 AA BB A 1' -8" 18' -0" 26' -2 1/2" 30' -8" 17' -0" 10' -0" 10' -0" 10' -0" 10' -0" 9' -8" 8' -6" 11' -8" 15' -0" 14' -0" 14' -2"
14' -2" 28' -8" 7' -1 1/2" A.5 13' -0" 9' -6" 22' -6" CONSTRUCTION POINT; CENTER OF EXISTING CONCRETE COLUMN S.W. CORNER OF LHPG 2.12 2.13 E-2 E-3 E-4 E-5 E-6 E-7 E-E E-F E-1 B 30.00°
45' -0" 144' -2" PROPERTY LINE 2.7 1.4 2' -10 1/8" 0' -9 1/2" 4' -1 3/8" VIF. 27' -4 1/8" VIF. 26' -3" VIF. 27' -0" VIF. 27' -1 1/4" VIF. 27' -1 1/4" VIF. 27' -0 5/8" 10 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 5/16/2011
1:24:16 PM 395 East Lionshead Circle Vail, Colorado 81657 A030 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 GRID LAYOUT 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" 1GRID LAYOUT 3 77 2 CONSTRUCTION 04
FEB 2011 3 ADDENDUM 1 18 FEB 2011 7 B.D. RESPONSES 11 APR 2011 10 CCD003 16 MAY 2011
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 A OFFICE 203 OFFICE 206 OFFICE 205 UNISEX -ADULTS 207 UNISEX -CHILDREN'S 208 VRD CAMP ECOFUN 213 KITCHEN 209 MECH 211 STAIR
212 MECH 202 ELEV. 02 -IT/STORAGE OFFICE 210 204 A.5 2.12 2.13 B 1/A122A 1/A122B 1/A122A 1/A122B ELEV. 01 200 13' -0" 9' -6" 22' -6" 18' -0" 17' -0" 10' -0" 10' -0" 10' -0" 10' -0" 9'
-8" 8' -6" 11' -8" 15' -0" 14' -0" 14' -2" 14' -2" 28' -8" VRD IMAGINATION STATION 201 2.7 1' -8" DN UP DN DN 1.4 JAN CLOSET 207A 4 7 7 7 8 10 SHEET NOTES: NOTE: REFERENCE SHEETS FOR
NAVIGATIONAL USE ONLY. REFER TO A120 SERIES FOR ARCHITECTURAL INFORMATION. 1. 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 5/16/2011 1:24:24 PM 395 East Lionshead Circle Vail, Colorado 81657 A102 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 BUILDING FLOOR PLAN21064.20 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 02
1 Proposal Package A,B, & C 01 JAN 2011 2 CONSTRUCTION 04 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
DN EVENT /EXHIBIT SPACE 308 CATERING PANTRY 309 EVENT /EXHIBIT VESTIBULE 301 WOMENS 303 ELEV. 01 300 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 MENS 304 JAN. CLOS.
305 COAT CLOSET 306 EVENT DECK 310 A panel A 16' -1 1/4" A.5 2.12 E-2 E-3 E-4 E-5 E-6 E-7 E-E E-F E-1 B 1/A123A 1/A123B 1/A123A 1/A123B GENERAL STORAGE 311 ELEV. 02 -13' -0" 9' -6" 22'
-6" 17' -0" 10' -0" 10' -0" 10' -0" 10' -0" 9' -8" 8' -6" 11' -8" 15' -0" 14' -0" 14' -2" 28' -8" 2.7 18' -0" VESTIBULE 302 1' -8" 1.4 4 4 7 7 7 7 10 10 SHEET NOTES: NOTE: REFERENCE
SHEETS FOR NAVIGATIONAL USE ONLY. REFER TO A120 SERIES FOR ARCHITECTURAL INFORMATION. 1. 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 5/16/2011 1:24:27 PM 395 East Lionshead Circle Vail, Colorado 81657 A103 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 BUILDING FLOOR PLAN21064.20 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 03 1 Proposal Package A,B, & C 01 JAN 2011 2 CONSTRUCTION 04 FEB 2011 4 ADDENDUM 2 02 MAR
2011 7 B.D. RESPONSES 11 APR 2011 10 CCD003 16 MAY 2011
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/A124A 1/A124B 1/A124A 1/A124B 17' -0" 10' -0" 10' -0" 10' -0" 10' -0" 9' -8" 8' -6" 11' -8" 15' -0"
14' -0" 14' -2" 14' -2" 144' -2" 28' -8" 13' -0" 9' -6" 22' -6" 2.7 18' -0" 1' -8" 1.4 4 4 4 8 SHEET NOTES: NOTE: REFERENCE SHEETS FOR NAVIGATIONAL USE ONLY. REFER TO A120 SERIES FOR
ARCHITECTURAL INFORMATION. 1. TOTAL SQ. FOOTAGE: 2069 SF DS GL BB 2.1 TOTAL SQ. FOOTAGE: 1660 SF DS GL AA 1.4 TOTAL SQ. FOOTAGE: 659 SF DS GL BB 2.5 TOTAL SQ. FOOTAGE: 415 SF DS GL 1.1
B TOTAL SQ. FOOTAGE: 414 SF DS GL 1.1 C TOTAL SQ. FOOTAGE: 276 SF DS GL 1.3 C TOTAL SQ. FOOTAGE: 340 SF DS AA.5 2.11 TOTAL SQ. FOOTAGE: 812 SF DS AA 2.12 8 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 4/25/2011
10:56:43 AM 395 East Lionshead Circle Vail, Colorado 81657 A104 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 BUILDING ROOF PLAN21064.20 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" 1ROOF 4 SCALE: 3/64" = 1'-0" 2DOWNSPOUT
LEGEND DOWNSPOUT SCHEDULE SMACNA DOWNSPOUT Area Design Area Factor Design Area 10 yr Drainage Factor 10 yr Downspout Area 100 yr Drainage Factor 100 yr Downspout Area 10 yr Plain Round
Downspout size 100 yr Plain Round Downspout size 10 yr Rainfall Factor 10 yr Rain Volume 1HR 100 yr Rainfall Factor 100 yr Rainfall Volume 1HR IPC Table 1106.2 Value (inches) Designed
Downspout Size DS GL BB 2.1 2069 SF 1.05 2172 SF 210 SF 11 130 SF 17 4 5 0' -5 179/256" 1031.76 CF 0' -9 13/128" 1647.71 CF 3 0' -6" DS GL AA 1.4 1660 SF 1.05 1743 SF 210 SF 9 130 SF
14 4 5 0' -5 179/256" 827.95 CF 0' -9 13/128" 1322.22 CF 3 0' -6" DS GL BB 2.5 659 SF 1.05 691 SF 210 SF 4 130 SF 6 3 3 0' -5 179/256" 328.39 CF 0' -9 13/128" 524.44 CF 2 0' -6" DS GL
1.1 B 415 SF 1.05 436 SF 210 SF 3 130 SF 4 3 3 0' -5 179/256" 206.96 CF 0' -9 13/128" 330.52 CF 2 0' -4" DS GL 1.1 C 414 SF 1.05 434 SF 210 SF 3 130 SF 4 3 3 0' -5 179/256" 206.29 CF
0' -9 13/128" 329.44 CF 2 0' -4" DS GL 1.3 C 276 SF 1.05 290 SF 210 SF 2 130 SF 3 3 3 0' -5 179/256" 137.66 CF 0' -9 13/128" 219.84 CF 2 0' -4" DS AA.5 2.11 340 SF 1.05 357 SF 210 SF
2 130 SF 3 3 3 0' -5 179/256" 169.43 CF 0' -9 13/128" 270.58 CF 2 0' -4" DS AA 2.12 812 SF 1.05 853 SF 210 SF 5 130 SF 7 3 3 0' -5 179/256" 404.90 CF 0' -9 13/128" 646.63 CF 2 0' -4"
NOTES: 1. SMACNA RAIN DATA BASED ON DENVER COLORADO. PER IPC FIGURE 1106.1 THE RAINFALL IN DENER IS HIGHER THAN THAT OF VAIL COLORADO. 2. PROVIDE DESIGNED DOWNSPOUT SIZE AS MINIMUJM
DIAMETER FOR DOWNSPOUTS. CALCULATED VALUES ARE PROVIDED AS VERIFICATION OF SIZE OF DOWNSPOUTS. 3. REFER TO ROOF DETAILS FOR GUTTER DESIGN. 4. REFER TO MECHANICAL SHEETS FOR INTERNAL
ROOF AND PATIO DRAINS. 5. REFER TO CIVIL FOR STORMWATER DRAINAGE SYSTEM. 7 1 Proposal Package A,B, & C 01 JAN 2011 2 CONSTRUCTION 04 FEB 2011 4 ADDENDUM 2 02 MAR 2011 7 B.D. RESPONSES
11 APR 2011 8 CCD002 25 APR 2011
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 INFO CENTER 103 ELEV. 01 100 SHELL SPACE 107 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 101B STORAGE 104 STORAGE 105 B1 A 17' -0" 10' -0" 10' -0" /1 A121B /1 A121B 18' -0" A810 1 A BA B A B A A B1 B A710 1 9' -6" 22' -6" HOST SKI STORAGE 123 IT ROOM 130 WATER
ENTRY 121 TENANT 129 103A 19' -6" 2' -8" 10' -4" 9' -6" 2' -9 3/8" 1' -2" 8" 7' -7 3/8" 4' -9 5/8" 6' -8" 12' -1" 3' -4" 9' -8" 3' -1" A701 1 A702 3 A701 5 DOWNSPOUT TERMINUS (RE: CIVIL)
DOWNSPOUT TERMINUS (RE: CIVIL) 104A 102B102A 105A 106A 121A 123A 130A 122A STAIR 2 106 ELEV. 02 -1 A375 A A1 A A3 A A A B A A A B A1 10" RECESSED FEC, CFCI SURFACE MOUNTED FEC, CFCI
SURFACE MOUNTED FEC, CFCI 1' -7 3/4" 1' -9" 9" A702 1 EXISTING WALLS AND COLUMNS J J J J B1 3' -0 1/8" 1' -8" 2' -0 5/8" 5' -3 3/4" 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 1/2" 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 A 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 7' -8" 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" 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" 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 5/31/2011 3:52:35 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
2.4 2.5 2.6 2.8 2.9 2.10 2.11 AA BB 1 A250 1 A250 1 A251 1 A251 3 A201 A201 1. A200 1 2.12 2.13 SNOWMELTED CONCRETE PAVING AT ALL EXTERIOR WALKWAYS (RE: LANDSCAPE AND CIVIL) WOMENS 117
MENS 115 HALL 113 PUBLIC LOCKER 114 INTEGRATED STONE BENCH TYP. OUTDOOR PATIO (E) OFFICE SPACE N.I.C. EAST LIONSHEAD CIRCLE BENCH, 0FCI AREA WELL RECYCLE, OFOI D.F. FAMILY 116 ELECTRICAL
CABINET RE: ELEC TRASH (3 YARD),OFOI GAS FIREPLACE. STONE VENEER 111A 110B CUSTODIAL 116A ELEC 111 /1 A121A /1 A121A 10' -0" 10' -0" 18' -2" 11' -8" 15' -0" 14' -0" 14' -2" 14' -2" 28'
-8" A816 1 A730 1 STAIR 1 112 A700 1 9' -6" SHELL SPACE 2.7 DOWNSPOUT TERMINUS (RE: CIVIL) HALL 110 117A 116A 115A 113A 112A 125B 116B WAITING AREA 109 STAIRS 125 A701 3 B RECESSED FEC,CFCI
2' -0" 7 A871 EQ EQ 1' -5 3/4" A814 1 EQ EQ EQ EQ 7" 1' -2 3/4" 3' -7" AREA DRAIN (RE: CIVIL) 1/4" /12" 1/4" /12" 1/4" /12" 1/4" /12" 1' -0 5/8" 4' -0 1/8" 10 1/4" 3' -0" 4' -0 1/4"
1' -4 5/8" 4' -1 1/8" 5' -2 1/4" 6' -5 5/8" 2' -1" 4' -1" 5' -5" 2' -1" 6' -6 1/4" 11' -11 7/8" 2' -0" 3' -6 5/8" EQ EQ T.O.S. EL= 100' -0" T.O.S. EL= 105' -3 5/8" (RE: CIVIL) B1 A2
B1 B B B B B BB B B B B B B A A A A A B A A A B B B1 A A A A B1 A D A B1 A A B C A 125A RAILING TYPE 1, VIF 8' -8 1/2" DN UP 3 2' -9 3/8" 3 4 8 9 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 5/16/2011 2:04:47 PM 395 East Lionshead Circle Vail, Colorado 81657 A121B 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 -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 -EAST AREA D 2 CONSTRUCTION 04 FEB 2011 3 ADDENDUM 1 18 FEB 2011 4 ADDENDUM 2 02 MAR 2011 8 CCD002 25 APR 2011 9 B.D. REPSONSES
4.26.11
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 A200 3 A2002 A201 2 A A.5 B OFFICE 203 OFFICE 205 UNISEX -ADULTS 207 MECH 202 ELEV. 02 -REMOVE EXISTING PARAPET WALL,
1 BAY (RE. STRUCTURAL) PRIMARY AND SECONDARY FLOOR DRAIN (RE: PLUMBING) PUBLIC ACCESS TO STAIRS /EAST LIONSHEAD CIRCLE OFFICE 204 TRASH/RECYCLING RECEPTACLES, OFOI EXISTING NEW EXISTING
NEW STONE VENEER ON MTL. FRAMING (TYP) PAINTED AND GALV. STEEL GUARDRAIL INTEGRALLY COLORED AND CONCRETE TOPPING SLAB WITH SNOWMELT, SAWCUT 5'X5' (RE: CIVIL) PAINTED AND GALV. STEEL
GUARDRAIL B B3 A1 B A1 202A 205A 203A 201B 204A 1 /A122B 1 /A122B VRD IMAGINATION STATION 201 A710 2 1 A374 1 A374 FLOOR DRAIN 1' -7" 7' -11" 10' -0" 1' -9" 7' -6" PRIMARY DOWNSPOUT
W/HEAT TRACE, TYP. (RE: ELECTRICAL) ROUTE BACK AND INTO STONE PIER SECONDARY SCUPPER 2 A251 2 A251 SLOPE 1/4" /12" SLOPE 3/8" /12" DOWNSPOUT TERMINUS W/HEAT TRACE INTO PLANTER DRAINS
(RE: CIVIL & ELECTRICAL) 201A 207A 206A 1 A375 ELEV. 01 200 A A B3 B3 A EQ EQ 2' -0" 2' -1" 9' -2" 1' -6" 10' -1 1/2" 3' -5" 18' -0" 13' -0" 9' -6" 22' -6" 1' -8" 17' -0" 10' -0" 10'
-0" AREA DRAIN (RE: CIVIL & MEP) EQ EQ EQ. EQ STONE VENEER ON COLUMNS PENETRATION EXISTING STRUCTURE R.T. 2, VIF 3' -2" R.T.2, VIF 2' -2" T.O.S. EL= 116' -3 1/2" EXISTING WALL & OPENING
TO REMAIN HEAT TRACE DRIP EDGE (RE; ELECTRICAL) 1/4" /12" 1/4" /12" DRAIN FROM ELEVATOR CORE ROOF TO DOWNSPOUT, CONTINUE DOWNSPOUT HORIZONTALLY TO EMPTY INTO DRAIN IN VESTIBULE ROOF,
HEAT TRACE ALL DOWNSPOUTS, CONTINUE HEAT TRACE 4' INTO BUILDING (RE: PLUMBING & ELECTRICAL) MODIFY EXISTING GUARDRAIL TO COORDINATE WITH EXISTING RAILINGS, EMBEDS, NEW RAILINGS, AND
HEIGHTS. CONTINUOUS RAILS TO EXTEND BETWEEN EXISTING, MODIFIED AND NEW GUARDRAILS RAILING TYPE 2, SIM, VIF 6' -2" PRECAST COPING AND STONE VENEER AT WALLS, TYP, UNO 1" THICK WEATHERING
STEEL PLATE BETWEEN PLANTING BEDS SECURED TO SIDE WALL PER STRUCTURAL (RE: LANDSCAPE FOR LOCATIONS) AREA DRAINS AT EACH LANDING BELOW PLANTING SOIL PER LANDSCAPE AND CIVIL 3" STONE COPING
AT PARAPET SHEET MEMBRANE ROOFING, TYP. AT LOW SLOPE ROOFS, UNO DOWNSPOUT W/HEAT TRACE (RE: ELECTRICAL) PROVIDE CONCEALED POWER TO ALL EXPOSED LIGHTING, TYP (RE: ELECTRICAL) 2' -10 1/8"
8' -11 1/8" PREFINISHED SHEET METAL DOWNSPOUT W/HEAT TRACE (RE: ELECTRICAL) 6' -11 1/2" 9' -1 3/4" 5' -0" 5' -0" 4 1/2" PAINTED AND GALV. STEEL GUARDRAIL POLYGAL TYPE 01 AND TYPE 02
BOTH SIDES 3-5/8" MTL STUD WALL, TYP. AT EAST WALL OF THIS ROOM, RE: INT ELEVATIONS A A A A A A612 3 A612 2 30.00° RAILING TYPE 1, VIF 16' -4 1/2" RAILING TYPE 1, VIF 12' -8 1/2" 2 A375
EQ EQ 1' -7" ADD STONE VENEER AT EXISTING WALLS 3 EXISTING PORTION OF SNOWMELTED UPPER LANDING TO REMAIN 1.4 EXPANSION JOINT FILLER TO SEAL 2" EXPANSION JOINT, TYP. 3 3 ADD 3/4" FIRE
RETARDANT PLYWD BACKING FOR EXTENT OF WALL ADD 3/4" FIRE RETARDANT PLYWD BACKING FOR EXTENT OF WALL ADD 3/4" FIRE RETARDANT PLYWD BACKING FOR EXTENT OF WALL 3 3 3 4 4 4 7 7 1 A606 4
A606 3 A606 7 7 7 7 10 10 B B 10 2' -9 1/2" 10 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 5/16/2011 1:24:35 PM 395 East Lionshead
Circle Vail, Colorado 81657 A122A 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 02 -WEST AREA D 2" VERTICAL AND
HORIZONTAL EXPANSION JOINTS THROUGH WALL BETWEEN NEW AND EXISTING STRUCTURE 4 2 CONSTRUCTION 04 FEB 2011 3 ADDENDUM 1 18 FEB 2011 4 ADDENDUM 2 02 MAR 2011 7 B.D. RESPONSES 11 APR 2011
10 CCD003 16 MAY 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 3 A201 A201 1. A200 1 2.12 2.13 OFFICE 206 UNISEX -ADULTS 207 UNISEX -CHILDREN'S 208 VRD CAMP ECOFUN 213 KITCHEN 209 MECH
211 STAIR 212 MECHANICAL ROOF DECK PARAPET HEIGHT SET TO SCREEN MECHANICAL EQUIPMENT LOW SLOPE ROOF BELOW FIREPLACE FLUE OPEN TO BELOW IT/STORAGE 210 B3 C B B B3 B3 BB3 208A 210A 211A
212A /1 A122A /1 A122A 10' -0" 10' -0" 18' -2" 11' -8" 15' -0" 14' -0" 14' -2" 14' -2" 28' -8" A822 1 A822 10 B3 B A3 A3 A3 A3 A700 5 17' -4" 11' -4 1/2" 3' -1 1/8" 3' -2 7/8" 6' -0"
11' -7 1/2" 11' -2 3/4" ALIGN 6' -3" 10' -11 3/8" CUBBIES, CFCI CASEWORK, CFCI PREFINISHED SHEET METAL OVERFLOW SCUPPER, ALL OVERFLOW SCUPPERS TO BE SET 1" ABOVE ROOF, TYP PRIMARY DRAIN
INTO STONE PIER, HEAT TRACE DOWN TO TIE INTO SUB DRAIN (RE: ELECTRICAL & CIVIL) 2.7 212B 207A 206A 11' -8" B3 B3 E EE E D D A A A A A A A A A A 1' -6" RECESSED FIRE RATED FEC, CFCI SEMI
RECESSED FEC, CFCI RIDGE 5' -0" 5' -0" 5' -0" PREFINISHED SHEET METAL CAP AT ALL EXPOSED WOOD MEMBERS, TYP. PAINTED AND GALV. STEEL RODS, PLATES, AND CLEVIS, TYP. AT ALL EXPOSED STEEL
ELEMENTS (RE: STRUCTURAL) 2' -11 1/4" 2' -10 3/4" 5' -10" 5' -10" 5' -10" 6' -0" 5' -6 1/8" DN UP A 1/4" /12" 1/4" /12" 1/4" /12" 1" /12" PREFINISHED SHEET METAL OVERFLOW SCUPPER STONE
SCUPPER SHEET MEMBRANE ROOFING MECHANICAL EQUIPMENT ON CURBS AND PAINTED AND GALV. STL. ANGLE SUPPORTS OPEN TO DRAIN ON TWO SIDES (RE: MECHANICAL) PREFINISHED METAL COPING AT PARAPET
WALL 3" STONE COPING T.O.S. EL= 116' -3 1/2" 3' -0" 2' -4 1/4" A VEGETATED GREEN ROOF (RE: LANDSCAPE) 1" /12" 3 ALIGN3 207A-A JAN CLOSET 207A 3 B1 B3 4' -6" 8 10 10 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 5/16/2011 1:24:37 PM 395 East Lionshead Circle Vail, Colorado 81657 A122B 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 -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 02 -EAST AREA D PROVIDE CONCEALED POWER SUPPLY AT ALL EXTERIOR LIGHTING, TYP. UNO (RE: ELECTRICAL) PREFINISHED
SHEET METAL DOWNSPOUT FROM UPPER ROOFS W/HEAT TRACE (RE: ELECTRICAL) 2 CONSTRUCTION 04 FEB 2011 3 ADDENDUM 1 18 FEB 2011 7 B.D. RESPONSES 11 APR 2011 8 CCD002 25 APR 2011 10 CCD003 16
MAY 2011
1.2 1.3 1.1 2.2 2.3 2.4 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 EVENT /EXHIBIT VESTIBULE 301 WOMENS 303 ELEV. 01 300 REMOVE (E) PARAPET WALL.
RE STRUCT EXISTING NEW PAINTED AND GALV. STEEL GUARDRAIL CONVERT (3) EXISTING PARKING SPACE TO SNOWMELTED PEDESTRIAN HARDSCAPE (RE: CIVIL) MENS 304 JAN. CLOS. 305 COAT CLOSET 306 EXISTING
CONC WALL PAINTED AND GALV. STEEL GUARDRAIL panel A 305A 304A 303A /1 A123B /1 A123B 306A B B3 B3 B3 A3 C A3 A3 B3 B3 A1 E B3 17' -0" 10' -0" 10' -0" A710 3 1 A374 1 A374 8" 2 A251 2
A251 12' -10" 11' -0" AREA DRAIN, SEE LOCATIONS AT LEVEL 02 (RE: CIVIL) IT CLOSET 313 VESTIBULE 302 A A A 1' -8" 2' -7" 1' -4" 5' -1 3/4" 9" 308A EVENT /EXHIBIT SPACE 308 7' -5 1/2"
11' -5 1/2" 6' -11" 1 A375 ELEV. 02 -A A3 A1 A1 E A1 B B A E E E B A A A 5' -8 1/8" ALIGN RECESSED FEC, CFCI 8 3/4" 1' -6 1/2" RECESSED CUH, RE: MECH 18' -0" 13' -0" 9' -6" 22' -6" 1'
-8" 3" STONE COPING 6" STONE CAP, TYP @ELEVATOR LANDING PREFINISHED SHEET METAL DOWNSPOUT W/HEAT TRACE (RE: ELECTRICAL) 6" STONE CAP, TYP @ELEVATOR LANDING STAINED HEAVY TIMBER COLUMNS
ATTACHED TO PAINTED AND GALV. STEEL BASE PLATE ASSEMBLY (RE: STRUCTURAL) NEW CONCRETE WHEEL STOPS TRASH/RECYCLING RECEPTACLES, OFOI INTEGRALLY COLORED AND CONCRETE TOPPING SLAB WITH
SNOWMELT, SAWCUT 5'X5' (RE: CIVIL) RE: SHEETS A380, A381 AND STRUCTURAL DWGS FOR INFORMATION REGARDING ELEVATOR SHROUD AND SUPPORTS ALIGN STOREFRONT WINDOWS HORIZONTALLY WITH LEVEL 02
WINDOWS STAINED HEAVY TIMBER BRACKETS (RE: STRUCTURAL) A612 3 30.00° A612 1 1' -1" MOP SINK, CFCI 301A 3' -10 3/4" R.T. 2, VIF 2' -2" RAILING TYPE 2 4' -6" , VIF RAILING TYPE 1 12' -8
1/2" , VIF RAILING TYPE 1 16' -4 1/2" , VIF 306B 3' -1" 3' -6" 3 1.4 3 EXPANSION JOINT FILLER TO SEAL 2" EXPANSION JOINT, TYP. 3 4 2" VERTICAL AND HORIZONTAL EXPANSION JOINTS THROUGH
WALLS AND WALL CAP BETWEEN EXISTING AND NEW STRUCTURE 4 7 7 7 7 7 10" 10 10 2' -9 1/2" 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 5/16/2011 1:24:40 PM 395 East Lionshead Circle Vail, Colorado 81657 A123A 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 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 03 -WEST 2 CONSTRUCTION 04 FEB 2011 3 ADDENDUM 1 18 FEB 2011 4 ADDENDUM 2 02 MAR 2011 7 B.D. RESPONSES 11 APR 2011 10 CCD003 16 MAY 2011
DN 2.4 2.5 2.6 2.8 2.9 2.10 2.11 AA BB 1 A250 1 A250 1 A251 1 A251 3 A201 A201 1. A200 1 2.12 2.13 EVENT /EXHIBIT SPACE 308 CATERING PANTRY 309 DECK STRIPING. RE CIVIL SAW CUT OPENING
IN EXISTING PARKING GARAGE WALL (RE: STRUCTURAL) BRIDGE CONNECTION TO LHPG. SNOWMELTED CONCRETE TOPPING W/PAINTED AND GALV. STEEL GUARDRAILS AND CHANNELS SUPPORTS AT EACH SIDE EVENT
DECK 310 INTERGRALLY COLORED CONCRETE TOPPING SLAB WITH SNOWMELT AND SAWCUT JOINTS (2'x2') SLOPE TO DRAINS (RE: PLUMBING) INSULATED ROLL-DOWN COILING SHUTTER. HAND OPERATED W/S.S. SILL
SLOPE TO DRAIN 312A 311A 310A /1 A123A /1 A123A 309A STAIR 312 GENERAL STORAGE 311 A832 1 A 10' -0" 10' -0" 18' -2" 11' -8" 15' -0" 14' -0" 14' -2" 14' -2" 28' -8" A730 4 A700 6 5% SLOPE
1/4" /12" 1/4" /12" 1/4" /12" 1/4" /12" 1/4" /12" 1/4" /12" 1/4" /12" 1/4" /12" T.O.S. EL= 128' -3 1/2" AREA DRAIN (RE: PLUMBING) ARCHITECTURAL PRECAST CONCRETE OVERFLOW SCUPPER AND
COPING 2.7 CUH RE: MECH A4 D D D D FIRE RATED RECESSED FEC, CFCI RECESSED FEC, CFCI 1' -6 1/2" 9' -0" 7' -6" 3' -7 1/4" 1' -7 1/4" 309C 5' -4" 6' -4" 11' -0 1/8" 7" 3' -1 5/8" 7' -10"
2' -1 3/4" RAILING TYPE 1 31' -2" , VIF RAILING TYPE 1 16' -6" , VIF PAINTED AND GALV. STEEL GUARDRAILS I I NORTH WALL FURRING: 5/8" GWB ON 3/4" FIRE RETARDANT PLYWOOD SHEATHING ON 3-5/8"
MTL STUD MECHANICAL DIFFUSER IN SILL AT EACH COLUMN BAY 309B A612 4 , SIM W/HAND RAIL RAILING TYPE 2 4' -5" , VIF 4 E 4 E E 1' -8" 2' -7 1/2" 2" EXPANSION JOINT BETWEEN EXISTING AND
4 NEW CONSTRUCTION 7 7 7 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 4/13/2011 8:55:05 AM 395 East Lionshead Circle Vail, Colorado 81657 A123B
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 -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 03 -EAST AREA D 2 CONSTRUCTION 04 FEB 2011 4 ADDENDUM 2 02 MAR 2011 7 B.D.
RESPONSES 11 APR 2011
1.2 1.3 2.2 2.3 2.4 C 2.1 AA BB 3 A250 3 A250 1 A250 1 A250 2 A250 2 A250 A201 1 A200 3 A200 2 A201 2 A B PREFINISHED FLAT SEAM METAL ROOFING POWDERCOATED SNOW GUARD RIDGE VALLEY VALLEY
INTEGRAL GUTTER, 1/8"/1'-0" MIN SLOPE, TYP. INTEGRAL GUTTER, 1/8"/1'-0" MIN SLOPE, TYP. 1 A374 1 A374 2 A251 2 A251 28' -8" 3 A621 1 A375 22' -6" 18' -0" 17' -0" 10' -0" 10' -0" /1 A
124B /1 A124B SLOPE 5" /12" SLOPE 5" /12" 11' -6 1/8" 9' -0" 4' -2" 10' -9" 6' -6" 6' -6" 10' -9" 4' -2" PREFINISHED RAKE EDGE CURB, TYP @RAKE EDGES W/PROJECTING RIDGE RIDGE CONTINUOUS
COLD ROOF RIDGE VENT W/PAINTED AND GALV. STEEL TIE-OFFS ALONG ALL RIDGE LINES, TYP. (RE: STRUCTURAL) A380 5 POWDERCOATED SNOW GUARD OVERFRAMING TO CRICKET AROUND ELEVATOR CORE SLOPE
5" /12" SLOPE 5" /12" HEAT TRACE VALLEYS, EAVES, DRIP EDGES AND INTEGRAL GUTTERS, TYP (RE: ELECTRICAL) DOWNSPOUT WITHIN DOWNSPOUT ELEVATOR SHROUD DOWNSPOUT DOWNSPOUT SNOWFENCES TO RUN
CONTINUOUSACROSS VALLEYS AND BENDS. MAINTAIN 24" CLEARANCE FROM VALLEY TO FIRST SNOW FENCE SUPPORT. TYP LOCATE SECOND SNOWFENCE LINE AT 1/3RD DISTANCE BETWEEN
LOWER FENCE AND RIDGE LOCATE SNOW FENCE HALF WAY BETWEEN RIDGE AND LOWER SNOW FENCE ADJUST CRICKET TO DRIECT FLOW OF WATER AWAY FROM NATURAL LOW POINT TO DESIGNATED DOWNSPOUT LOCATION
2 A375 4 4 4 4 GREASE VENT CAP. FLASH INTO ROOFING SYSTEM (RE: MECH.) START SNOW FENCE 18" FROM VERTICAL WALL OF ELEVATOR SHAFT PROVIDE CROSS VENTILATION IN ROOF AIR CAVITY AT HATCHED
AREA. 7 7 7 7 7 7 7 7 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 4/13/2011 8:55:16 AM 395 East Lionshead Circle Vail, Colorado 81657 A124A
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 ROOF 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 AREA D SCALE: 1/4" = 1'-0" 1ROOF -WEST 2 CONSTRUCTION 04 FEB 2011 4 ADDENDUM 2 02 MAR 2011 7 B.D. RESPONSES
11 APR 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 3 A201 A201 1. A200 1 2.12 2.13 RIDGE INTEGRAL GUTTER, 1/8"/1'-0" SLOPE MIN, TYP. PREFINISHED METAL FLAT SEAM ROOFING
MTL CRICKET CONTINUOUS COLD ROOF RIDGE VENT W/PAINTED AND GALV. TIEOFFF AT ALL RIDGE LINES (RE: STRUCTURAL) SCUPPER TO CONDUCTOR TO DOWNSPOUT. 28' -8" /1 A124A /1 A124A SCUPPER TO CONDUCTOR
TO DOWNSPOUT, CONNECT TO DOWNSPOUT FROM ROOF ABOVE (HIDDEN FROM VIEW) SLOPE 1/4" /12" SLOPE 1/4" /12" SLOPE 1/4" /12" SLOPE 1/4" /12" 1/4" /12" 1/4" /12" 1/4" /12" STONE SCUPPER 2.7
10' -0" 10' -0" 9' -8" 8' -6" 11' -8" 15' -0" 14' -0" 14' -2" 28' -8" POWDERCOATED SNOW FENCES PERIMETER OF ENCLOSURE BELOW PREFINISHED RAKE EDGE CURB HEAT TRACE VALLEYS, EAVES, DRIP
EDGES AND INTEGRAL GUTTERS, TYP (RE: ELECTRICAL) SLOPE 5" /12" SLOPE 5" /12" SLOPE 1/2" /12" SLOPE 3/8" /12" SLOPE 1/2" /12" SLOPE 3/8" /12" SLOPE 5/8" /12" SLOPE 1/4" /12" 3" STONE
COPING SLOPE 1" /12" SLOPE 1" /12" 6' -10" 6' -2 3/4" 5' -1 1/2" 10' -7 1/8" 16' -6" DOWNSPOUT 4 4 GREASE VENT CAP. FLASH INTO ROOFING SYSTEM (RE: MECH.) 7 7 7 7 7 8 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 4/25/2011 10:56:52 AM 395 East Lionshead Circle Vail, Colorado 81657 A124B 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 ROOF PLAN -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" 1ROOF -EAST 4 2 CONSTRUCTION 04 FEB 2011 4 ADDENDUM 2 02 MAR 2011 7 B.D. RESPONSES 11 APR 2011 8 CCD002 25 APR 2011
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 SHELL SPACE 107 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 INFO CENTER 103 1/A851A 1/A851B 1/A851A 1/A851B HOST SKI
STORAGE 123 STORAGE 129 WATER ENTRY 121 IT ROOM 130 1.4 8 8 10 10 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 5/16/2011 1:24:45 PM 395 East Lionshead Circle Vail, Colorado 81657 A151 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 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 WITHOUT A INCREASE IN THE 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
1.2 1.3 2.2 2.3 2.4 2.5 2.6 2.9 2.11 C 2.1 2.8 2.10 AA BB OFFICE 205 VRD CAMP ECOFUN 213 OFFICE 206 OFFICE 203 KITCHEN 209 UNISEX -CHILDREN'S 208 UNISEX -ADULTS 207 IT/STORAGE 210 MECH
211 STAIR 212 MECH 202 ELEV. 02 -OFFICE 204 A EXISTING DOUBLE "T'S" TO REMAIN 2.12 E-2 E-3 E-4 E-5 E-6 E-7 E-F E-1 B 2.7 VRD IMAGINATION STATION 201 1/A852A 1/A852B 1/A852A 1/A852B 1.4
4 8 10 10 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 5/16/2011 1:24:47 PM 395 East Lionshead Circle Vail, Colorado 81657 A152 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 02 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 02 -RCP FOR REFERENCE ONLY, SEE ENLARGED REFLECTED CEILING PLANS FOR LIGHTING LAYOUT AND DIMENSIONS 2 CONSTRUCTION 04 FEB 2011 4 ADDENDUM 2 02 MAR 2011 8 CCD002
25 APR 2011 10 CCD003 16 MAY 2011
1.2 1.3 2.2 2.3 2.4 2.5 2.6 2.9 2.11 C 2.1 2.8 2.10 AA BB EVENT /EXHIBIT SPACE 308 CATERING PANTRY 309 EVENT /EXHIBIT VESTIBULE 301 COAT CLOSET 306 MENS 304 WOMENS 303 JAN. CLOS. 305
ELEV. 01 300 A 2.12 B 2.7 1/A853A 1/A853B 1/A853A 1/A853B 1.4 4 4 10 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 5/16/2011 1:24:50 PM 395 East Lionshead Circle Vail, Colorado 81657 A153 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 03 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 03 -RCP FOR REFERENCE ONLY, SEE ENLARGED REFLECTED CEILING PLANS FOR LIGHTING LAYOUT AND DIMENSIONS
2 CONSTRUCTION 04 FEB 2011 4 ADDENDUM 2 02 MAR 2011 10 CCD003 16 MAY 2011
LEVEL 01 100' -0" LEVEL 02 116' -3 1/2" LEVEL 03 128' -3 1/2" LEVEL 03 -ROOF 136' -3 1/2" 2.2 2.3 2.4 2.5 2.6 2.9 2.11 T.O. TOWER 163' -8 3/8" 2.1 2.8 2.10 STAINED HEAVY TIMBER COLUMNS
W/PTD. AND GALV. STEEL CONNECTIONS (RE: STRUCTURAL) WOOD FASCIA @EAVES AND RAKE EDGES TYP. POWDERCOATED STEEL SNOWGUARDS, TYP (RE: STRUCTURAL) WEATHERING STEEL PANEL RAINSCREEN SYSTEM
STAINED HEAVY TIMBER AND PTD. AND GALV. STEEL CANOPY (RE: STRUCTURAL) STONE VENEER. TYP. STAINED BOARD ON BOARD WOOD SIDING, TYP. STAINED HEAVY TIMBER STRUCTURE (RE: STRUCTURAL) STOREFRONT
SYSTEM. TYP. STONE COPING ON STONE VENEER ON CMU TYP AT SITE WALLS (RE: LANDSCAPE) POWDERCOATED STEEL SNOWGUARDS TYP. PREFINISHED FLAT SEAM SHEET METAL ROOFING, TYP. PREFINISHED FLAT
SEAM SHEET METAL RIDGE VENT OVER CONDITIONED SPACE PTD. AND GALV. STEEL RAILINGS, TYP. (E) WALL TO REMAIN, AT ENTRY TO SHORT TERM PARKING, BEYOND NEW CONCRETE STAIR AND LANDINGS W/SNOWMELT
SYSTEM (RE: STRUCTURAL & MECHANICAL) WEATHERING STEEL PANEL RAINSCREEN SYSTEM STONE COPING WEATHERING STEEL METAL GATES CONCRETE STAIRS WITH SNOWMELT SYSTEM (RE: CIVIL) STAINED BOARD
ON BOARD WOOD SIDING. TYP. T.O.V. SKI RACK, N.I.C. NEWSPAPER DISPENSERS, N.I.C. STONE VENEER SEAT WALL (RE: LANDSCAPE) ROOFTOP MECHANICAL UNITS BEYOND (RE: MECHANICAL) SIGNAGE. N.I.C.
STONE VENEER, TYP STONE VENEER CHIMNEY W/STONE CAPS PAINTED & GALV. STEEL CHANNEL HEADER, TYP. (RE: STRUCTURAL) A C G H K K K PAINTED AND GALV. STEEL RAILING STAINED HEAVY TIMBER 'TREE'
COLUMN AND KICKERS W/PTD. AND GALV. STEEL CONNECTIONS (RE: STRUCTURAL) PRECAST COPING ON STONE VENEER WATERTABLE 2.12 2.13 A355 1 A352 1 A350 1 A353 1 A354 1 A351 1 A371 2 Sim L K D
D D Q PREFINISHED SHEET METAL DOWNSPOUT D U 2.7 5 A730 5 A730 T.O. RIDGE 148' -1 3/8" L L L L Q Q Q Q P F SIGNAGE. N.I.C. K 7' -4" 6' -8" 4' -2" 3 3 3 140' -3 1/8" 140' -2 3/8" 8 LEVEL
01 100' -0" LEVEL 02 116' -3 1/2" LEVEL 03 128' -3 1/2" 1.2 1.3 T.O. TOWER 163' -8 3/8" PTD. AND GALV. STEEL RAILINGS TYP. STONE VENEER WALL WITH STONE CAP TYP. STAINED WOOD FASCIA TYP.
PLANTERS W/STONE VENEER AND STONE COPING, TYP. EXISTING CONCRETE WALL WITH METAL CAP FLASHING, BEYOND (NO WORK) EXISTING PEDESTRIAN ACCESS TO SECOND LEVEL STAINED HEAVY TIMBER STRUCTURE
W/PTD. AND GALV. STEEL CONNECTIONS. (RE: STRUCTURAL) WEATHERING STEEL PANELS ARCHITECTURAL PRECAST CONCRETE COPING STONE VENEER WALL, TYP POWDERCOATED STEEL SNOWGUARDS (RE: STRUCTURAL)
SIGNAGE. N.I.C. ALUMINUM STOREFRONT SYSTEM. TYP. STAINED BOARD ON BOARD WOOD SIDING TYP. WEATHERING STEEL GRILLAGE PANELS OVER STRUCTURAL FRAME W/INTERNAL LIGHTING (RE: ELECTRICAL) STAINED
HEAVY TIMBER STRUCTURE (RE: STRUCTURAL) A370 1 A371 1 1 A374 1 A374 DOWNSPOUT TYP. T.O. RIDGE 148' -1 3/8" J U I M M R R A380 1 1.4 3 LEVEL 01 100' -0" LEVEL 02 116' -3 1/2" LEVEL 03
128' -3 1/2" C T.O. TOWER 163' -8 3/8" . EXISTING TO REMAIN DEMO EXISTING EXISTING GARAGE WALL. STONE VENEER. TYP. PLANTER W/STONE VENEER AND COPING (RE: LANDSCAPE) A PTD. & GALV. STEEL
CHANNEL HEADER (RE: STRUCTURAL) A368 1 A369 1 B T.O. RIDGE 148' -1 3/8" STEEL ANGLE STONE VENEER SUPPORTS, (RE: STRUCTURAL) 3 EXPANSION JOINT AT DASHED LINE 7 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 4/25/2011
10:57:08 AM 395 East Lionshead Circle Vail, Colorado 81657 A200 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 BUILDING 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: 1/8" = 1'-0" 1SOUTH ELEVATION SCALE: 1/8"
= 1'-0" 2SOUTHWEST ELEVATION -ELEVATOR LANDING SCALE: 1/8" = 1'-0" 3NORTHWEST ELEVATION . 2 CONSTRUCTION 04 FEB 2011 3 ADDENDUM 1 18 FEB 2011 7 B.D. RESPONSES 11 APR 2011 8 CCD002 25
APR 2011
LEVEL 02 116' -3 1/2" LEVEL 03 128' -3 1/2" LEVEL 1 GARAGE 105' -3 5/8" 1.3 1.2 T.O. TOWER 163' -8 3/8" POWDERCOATED STEEL SNOWGUARDS (RE: STRUCTURAL) INTEGRAL GUTTER STAINED HEAVY TIMBER
STRUCTURE W/PTD. AND GALV. STEEL CONNECTIONS (RE: STRUCTURAL) PTD. AND GALV. STEEL RAILINGS STAINED WOOD FASCIA PREFINISHED FLAT SEAM SHEET METAL ROOFING TYP. WEATHERING STEEL PANEL
RAINSCREEN SYSTEM WEATHERING STEEL GRILLAGE PANELS OVER STRUCTURAL FRAME W/INTERNAL LIGHTING (RE: ELECTRICAL) STAINED HEAVY TIMBER STRUCTURAL FRAME (RE: STRUCTURAL) T.O. CORE 150' -4"
1 A374 1 A374 TRUSS BASE 138' -6 1/2" STONE WALL CAPS. TYP. A365 1 4 7 LEVEL 01 100' -0" LEVEL 02 116' -3 1/2" LEVEL 03 128' -3 1/2" BB AA 1 A250 1 A250 STAINED WOOD FASCIA POWDERCOATED
STEEL SNOWGUARDS (RE: STRUCTURAL) PREFINISHED SHEET METAL COPING AT TOP OF PARAPET WALL STAINED BOARD ON BOARD WOOD SIDING PTD. AND GALV. STEEL GUARDRAIL STAINED HEAVY TIMBER STRUCTURE
W/PTD. AND GALV. STEEL CONNECTIONS (RE: STRUCTURAL) STAINED HEAVY TIMBER STRUCTURE W/PTD. STEEL CONNECTIONS (RE: STRUCTURAL) EXISTING CONCRETE SPANDREL PANELS AT PARKING GARAGE TO REMAIN
AT 2ND AND 3RD LEVELS NEW EXISTING L.H.P.G. TO STONE COPING ON REMAIN STONE VENEER ON CMU/PRECAST CONCRETE (RE: STRUCTURAL) CAST IN PLACE CONCRETE BRIDGE WITH SNOWMELT SYSTEM WEATHERING
STEEL PANEL RAINSCREEN SYSTEM EXISTING CONCRETE DRAINAGE PAN STONE VENEER CHIMNEY W/STONE CAPS O N A358 1 A356 1 INTEGRAL GUTTER ARCHITECTURAL PRECAST CONCRETE SCUPPER AT STONE VENEER
WALL PREFINISHED SHEET METAL SCUPPER STONE SCUPPER PREFINISHED METAL LOUVER TO MATCH ALUMINUM STOREFRONT FINISH, TYP. 8 LEVEL 01 100' -0" LEVEL 02 116' -3 1/2" LEVEL 03 128' -3 1/2"
LEVEL 03 -ROOF 136' -3 1/2" LEVEL 1 GARAGE 105' -3 5/8" 2.11 2.9 2.6 2.5 2.4 2.3 2.2 T.O. TOWER 163' -8 3/8" 2.10 2.8 2.1 3 A250 3 A250 1 A251 1 A251 CONCRETE BRIDGE W/SNOWMELT SYSTEM.
(RE: STRUCTURAL) 1 HR RATED GLAZING SYSTEM CLERESTORY. S/A501 PREFINISHED FLAT SEAM SHEET METAL ROOFING, TYP. WEATHERING STEEL PANEL RAINSCREEN SYSTEM PLANTER W/STONE VENEER PTD. AND
GALV. STEEL RAILING TYP. WEATHERING STEEL PANEL RAINSCREEN SYSTEM STAINED WOOD FASCIA TYP. DEMO AND REPLACE EXISTING CONCRETE STAIR AND LANDING. DEMO AND REPLACE WALL TO STORAGE ROOM
BELOW STAIRS HOLLOW METAL DOOR. PTD. STAINED HEAVY TIMBER STRUCTURE W/PTD. AND GALV. STEEL CONNECTIONS (RE: STRUCTURAL) NEW CONC. STAIRS AND LANDING EXISTING L.H.P.G. TO REMAIN PTD.
AND GALV. STEEL CHANNEL HEADER TYP. (RE: STRUCTURAL) PTD. AND GALV. STEEL GUARDRAILS STAINED BOARD ON BOARD WOOD SIDING W/METAL TRIM /DRIP AT GRADE. STONE VENEER CHIMNEY T.O. CHIMNEY
PREFINISHED FLAT SEAM SHEET RIDGE VENT PTD. AND GALV. STEEL GUARDRAIL WEATHERING CORRUGATED METAL PANEL RAINSCREEN SYSTEM TYP. PTD. AND GALV. STEEL CHANNEL HEADER (RE: STRUCTURAL) 2.13
2.12 A359 1 A361 1 A363 1 A364 1 A360 1 154' -1 1/2" 2.7 STONE WALL COPING TYP. PREFINISHED SHEET METAL DOWNSPOUT PREFINISHED SHEET METAL DOWNSPOUT REFER TO RCPs AND ELECTRICAL FOR EXTERIOR
LIGHTING 16' -0" 6' -8" 6' -8" 7' -10" 11' -6" PREFINISHED ALUMINUM LOUVER, FINISH TO MATCH ALUMINUM STOREFRONT WINDOWS, RE: MECH 3 3 4 4 4 4 A362 1 4 8 8 8 14' -0" WEATHERING CORRUGATED
METAL PANEL RAINSCREEN SYSTEM TYP. 8 CONTROL JOINT BETWEEN THIN STONE AND STANDARD STONE VENEER. CONTROL JOINT BETWEEN THIN STONE AND STANDARD STONE VENEER. 10 10 THIN STONE BETWEEN
GL'S 2.2 AND 2.8 10 7 7 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 5/16/2011 1:25:02 PM 395 East Lionshead Circle Vail, Colorado 81657 A201 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 BUILDING 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
CENTERSCALE: 1/8" = 1'-0" 2NORTHEAST ELEVATION -ELEVATOR LANDING SCALE: 1/8" = 1'-0" 3EAST ELEVATION SCALE: 1/8" = 1'-0" 1NORTH ELEVATION 1 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
LEVEL 01 100' -0" LEVEL 02 116' -3 1/2" LEVEL 03 128' -3 1/2" BB 5 A352 3 A352 4 A352 A601 4 A622 4 A601 1 A601 3 A601 2 OFFICE 206 EVENT /EXHIBIT SPACE 308 WAITING AREA 109 TRUSS BASE
138' -6 1/2" A601 5 9' -4 1/2" A622 3 SIM 112' -11 3/4" B.O. CHANNEL 6' -8" AFF, TYP @SCONCES, UNO 3 131' -5 1/2" 125' -9 1/2" B.O. PRECAST T.O. PRECAST 4 A606 8 5 LEVEL 01 100' -0"
LEVEL 02 116' -3 1/2" LEVEL 03 128' -3 1/2" 2.4 2 2.5 A352 5 A352 3 A352 4 A352 TRUSS BASE 138' -6 1/2" 6" TYP. 6" TYP. 2 1/2" TYP. 2 1/2" TYP. 6" TYP. TYP. 4' -2" COLUMN MOUNTED LIGHT
FIXTURE RE: ELECTRICAL 2.4 2.5 BB 2 A352 WAITING AREA 109 A610 1 3 2.4 2.5 BB 2 A352 A610 2 A610 3 2.4 2.5 BB 2 A352 A610 4 EVENT /EXHIBIT SPACE 308 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 4/25/2011 10:57:23
AM 395 East Lionshead Circle Vail, Colorado 81657 A352 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 ELEVATION, SECTION & PLANS 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" 2WALL SECTION 01
-SOUTH 03 SCALE: 3/8" = 1'-0" 1ENLARGED ELEVATION -SOUTH 03 SCALE: 3/8" = 1'-0" 3ENLARGED PLAN -SOUTH 03 -LEVEL 01 SCALE: 3/8" = 1'-0" 4ENLARGED PLAN -SOUTH 03 -LEVEL 02 SCALE: 3/8"
= 1'-0" 5ENLARGED PLAN -SOUTH 03 -LEVEL 03 AREA D 2 CONSTRUCTION 04 FEB 2011 3 ADDENDUM 1 18 FEB 2011 4 ADDENDUM 2 02 MAR 2011 8 CCD002 25 APR 2011
LEVEL 01 100' -0" LEVEL 1 GARAGE 105' -3 5/8" 2.12 2.13 3 A355 2 A355 WEATHERING STEEL TUBE FRAME AND PANEL GATE ASSEMBLY PROVIDE CANE BOLT AT TOP AND BOTTOM OF GATE W/ACCESSORY DEVICES
IN HEADER ABOVE AND SLAB BELOW. WEATHERING STEEL CHANNEL HEADER AND STEEL TUBE COLUMN (RE: STRUCTURAL) 4 8 LEVEL 01 100' -0" LEVEL 02 116' -3 1/2" LEVEL 1 GARAGE 105' -3 5/8" TRASH/RECYCLING
128 2 A355 6" 5' -3" 2' -1" 8' -0" 3' -9" STONE VENEER W/GROUT ON CMU OR PRECAST CONCRETE WALLS (RE: STRUCTURAL) PAINTED AND GALV. STEEL CHANNEL HEADER (RE: STRUCTURAL) WEATHERING STEEL
GATE (RE: STRUCTURAL) 4 A622 5 8 BB 2.12 2.13 3 A355 TRASH/RECYCLING 128 A605 4 4 A355 A605 4 SIM 3YD TRASH CONTAINER (NIC) 80" W x 41" D x 60" H (INCLUDING 6" CASTERS) (3) 95 GAL BEAR
PROOF RECYCLING CONTAINERS (NIC) 16' -2" 5' -5" WEATHERING STEEL GATES 5' -7" 2' -11" 1' -0" 4 8 LEVEL 01 100' -0" LEVEL 1 GARAGE 105' -3 5/8" 2.12 2.13 3 A355 2 A355 TRASH/RECYCLING
128 8' -7" VEGETATED GREEN ROOFING TRAYS (RE: LANDSCAPE) 3" STONE SCUPPER & STONE VENEER AT AT RETURNS 3" STONE COPING 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 4/25/2011 10:57:25 AM 395 East Lionshead Circle
Vail, Colorado 81657 A355 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 ELEVATION,
SECTION & 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 AREA D SCALE: 3/8" = 1'-0" 1ENLARGED ELEVATION -SOUTH 06 SCALE: 3/8" = =
1'-0" 3WALL SECTION 01 -SOUTH 06 SCALE: 3/8" = 1'-0" 2ENLARGED PLAN -SOUTH 06 -LEVEL 01 SCALE: 3/8" = 1'-0" 4WALL SECTION 02 -SOUTH 06 2 CONSTRUCTION 04 FEB 2011 4 ADDENDUM 2 02 MAR
2011 8 CCD002 25 APR 2011
LEVEL 01 100' -0" LEVEL 02 116' -3 1/2" LEVEL 03 128' -3 1/2" LEVEL 1 GARAGE 105' -3 5/8" AA BB 2 A356 5 A357 6 A357 1 A357 3 A357 4 A357 2 A357 7 A357 TRUSS BASE 138' -6 1/2" T.O. TRUSS
145' -6 1/2" 6 A730 6 A730 T.O. RIDGE 148' -1 3/8" 8' -4 1/2" PAINTED AND GALV. STEEL RAILING WELD AND GRIND SMOOTH CORNERS, TYP. 3" ARCHITECTURAL PRECAST OVERFLOW SCUPPER WITH STONE
RETURNS AT SIDE AND HEADER AT TOP, CENTER BETWEEN WINDOWS BELOW PREFINISHED BREAK ALUMINUM CORNER BY STOREFRONT MANUFACTURER /INSTALLER TO MATCH STOREFRONT SYSTEM PREFINISHED ALUMINUM
LOUVER, FINISH TO MATCH ALUMINUM STOREFRONT WINDOWS PREFINISHED SHEET METAL OVERFLOW SCUPPER (RE: SPEC) 3" STONE COPING AND STONE VENEER AT PLANTER WALL (RE: LANDSCAPE) STAINED WOOD
FASCIA STAINED HEAVY TIMBER TRUSS W/PAINTED AND GALV. CONNECTIONS AT EXTERIOR LOCATIONS STAINED BOARD ON BOARD WOOD SIDING SYSTEM ON BOARD INSULATION ON PRECAST CONCRETE SHEAR WALL PREFINISHED
ALUMINUM LOUVER, FINISH TO MATCH ALUMINUM STOREFRONT WINDOWS 3 8 8 LEVEL 01 100' -0" LEVEL 02 02 116' -3 1/2" LEVEL 03 128' -3 1/2" LEVEL 03 -ROOF 136' -3 1/2" LEVEL 1 GARAGE 105' -3
5/8" 2.11 LEVEL 2 PARAPET 120' -9 1/2" 5 A357 6 A357 STAIR 1 112 STAIR 212 GENERAL STORAGE 311 TRUSS BASE 138' -6 1/2" HOLD SIDING UP 8" ABOVE ROOF, FLASHING SIMILAR TO 2/A621 STAINED
BOARD ON BOARD WOOD SIDING PREFINISHED SHEET METAL COPING W/DRIP. RUN SHEET MEMBRANE WATERPROOFING UP AND OVER TOP OF PRECAST WALL BELOW COPING, TYP. SHEET MEMBRANE ROOFING ON BOARD
INSULATION (R-60, ISO) ON COLD FORM STEEL DECKING SUPPORTED BY STEEL ANGLES (RE: STRUCTURAL) WEATHERING STEEL PANEL RAINSCREEN SYSTEM 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 4/25/2011 10:57:28 AM 395
East Lionshead Circle Vail, Colorado 81657 A356 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 ELEVATION & SECTION 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 AREA D SCALE: 3/8" = 1'-0" 1ENLARGED ELEVATION -EAST 02
SCALE: 3/8" = 1'-0" 2WALL SECTION 01 -EAST 02 2 CONSTRUCTION 04 FEB 2011 3 ADDENDUM 1 18 FEB 2011 8 CCD002 25 APR 2011
LEVEL 01 100' -0" LEVEL 1 GARAGE 105' -3 5/8" 2.13 2 A358 3 A358 2' -0" 1' -6"SNOWMELTED CONCRETE PAVER SYSTEM (RE: CIVIL) 8 AA 2.13 4 A358 AA 2.13 4 A358 1" /12" 8' -8 1/2" 8 8 LEVEL
01 100' -0" LEVEL 1 GARAGE 105' -3 5/8" 4 AA A358 2 A358 3 A358 8 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 4/25/2011 10:57:30 AM 395 East Lionshead Circle Vail, Colorado 81657 A358 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 ELEVATION, SECTION & PLANS 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 AREA D SCALE: 3/8" = 1'-0" 4WALL SECTION 01 -EAST 01 SCALE: 3/8" = 1'-0" 2ENLARGED PLAN -EAST 01 -LEVEL 01 SCALE: 3/8" = 1'-0" 3ENLARGED PLAN -EAST 01 -LEVEL 01A SCALE:
3/8" = 1'-0" 1ENLARGED ELEVATION -EAST 01 2 CONSTRUCTION 04 FEB 2011 8 CCD002 25 APR 2011
LEVEL 1 GARAGE 105' -3 5/8" 2.13 2.12 3 A359 2 A359 4 A359 STONE VENEER WALL W/3" STONE COPING 8 LEVEL 01 100' -0" LEVEL 02 116' -3 1/2" LEVEL 1 GARAGE 105' -3 5/8" AA 4 A358 2 A359
4 A359 8 AA 2.13 2.12 3 A359 8 AA 2.13 2.12 3 A359 8 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 4/25/2011 10:57:32 AM 395 East Lionshead Circle Vail, Colorado 81657 A359 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 ELEVATION, SECTION & PLANS 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 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" 1ENLARGED ELEVATION -NORTH 01 AREA D SCALE: 3/8" = 1'-0" 3WALL SECTION 01 -NORTH 01 SCALE: 3/8" = 1'-0" 2ENLARGED
PLAN -NORTH 01 -LEVEL 01 SCALE: 3/8" = 1'-0" 4ENLARGED PLAN -NORTH 01 -ROOF LEVEL 2 CONSTRUCTION 04 FEB 2011 8 CCD002 25 APR 2011
LEVEL 02 116' -3 1/2" LEVEL 03 128' -3 1/2" LEVEL 03 -ROOF 136' -3 1/2" LEVEL 1 GARAGE 105' -3 5/8" 2.11 2 A360 3 A360 4 A360 PREFINISHED METAL TRIM FLUSH WITH 1X CEDAR BOARDS. FLASH
BACK INTO AIR BARRIER. PROVIDE GALVANIZED METAL STIFFENERS AS REQUIRED TO STIFFEN TRIM AND MINIMIZE OILCANNING. WEATHERING CORRUGATED METAL PANEL RAINSCREEN SYSTEM TYP. 8 REVEAL AT EVERY
VERTICAL AND HORIZONTAL JOINT TYP. L TRIM AT CORNER. INTEGRAL TO ADJACENT PANEL SYSTEMS. WEATHERING STEEL BORDER AT CORRUGATED RAINSCREEN SYSTEM. FLASH OVER WOOD VEENER BELOW. WEATHERING
STEEL WALL CAP. SIM. TO 3/A605. LAP OVER TOP OF CORRUGATED PANEL BELOW. LEVEL 01 100' -0" LEVEL 02 116' -3 1/2" LEVEL 03 128' -3 1/2" LEVEL 03 -ROOF 136' -3 1/2" LEVEL 1 GARAGE 105'
-3 5/8" AA 3 A360 4 A360 STAIRS 125 STAIR 212 GENERAL STORAGE 311 ADD LIGHT GAUGE METAL FURRING TO MAINTAIN FLAT FACE OF WEATHERING METAL PANEL SYSTEM A605 3 SIM 8 WEATHERING STEEL BORDER
AT CORRUGATED RAINSCREEN SYSTEM. FLASH OVER WOOD VEENER BELOW. WEATHERING STEEL WALL CAP. SIM. TO 3/A605. LAP OVER TOP OF CORRUGATED PANEL BELOW. 2.11 AA 2 A360 STAIRS 125 8 2.11 AA
2 A360 STAIR 212 8 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 4/25/2011 10:57:34 AM 395 East Lionshead Circle Vail, Colorado 81657 A360 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 ELEVATION, SECTION & PLANS 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" 1ENLARGED ELEVATION -NORTH 02 AREA D SCALE: 3/8" = 1'-0" 2WALL SECTION 01 -NORTH 02 SCALE: 3/8" = 1'-0" 3ENLARGED PLAN -NORTH 02 -LEVEL 01 SCALE: 3/8"
= 1'-0" 4ENLARGED PLAN -NORTH 02 -LEVEL02 & 03 2 CONSTRUCTION 04 FEB 2011 8 CCD002 25 APR 2011
LEVEL 02 116' -3 1/2" LEVEL 03 128' -3 1/2" LEVEL 03 -ROOF 136' -3 1/2" LEVEL 1 GARAGE 105' -3 5/8" 2.10 2 A361 3 A361 HOLLOW METAL DOOR. PTD. THRU-WALL SCUPPER TO CONDUCTOR TO DOWNSPOUT,
DRAIN TO ROOF BELOW (RE: SPEC FOR PREFINISHED SHEET METAL DOWNSPOUT AND ACCESORY PROFILES, PROVIDE GALVANIC SEPARATION BETWEEN WEATHERING STEEL AND PREFINISHED GALVANIZED STEEL, TYP.
8 LEVEL 01 100' -0" LEVEL 02 116' -3 1/2" LEVEL 03 128' -3 1/2" LEVEL 03 -ROOF 136' -3 1/2" LEVEL 1 GARAGE 105' -3 5/8" AA 3 A361 EXISTING GARAGE WEATHERING CORRUGATED METAL PANEL RAINSCREEN
SYSTEM TYP. A605 3 SIM 8 2.10 AA 2 STAIRS A361 125 ELECTRICAL EQUIPMENT CLOSET. (RE: ELECTRICAL) 8 8 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 4/25/2011 10:57:36 AM 395 East Lionshead Circle Vail, Colorado 81657
A361 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 ELEVATION, SECTION & 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 AREA D SCALE: 3/8" = 1'-0" 1ENLARGED ELEVATION -NORTH 03 SCALE: 3/8" = 1'-0" 2WALL SECTION
02 -NORTH 03 SCALE: 3/8" = 1'-0" 3ENLARGED PLAN -NORTH 03 -LEVEL 01 2 CONSTRUCTION 04 FEB 2011 8 CCD002 25 APR 2011
LEVEL 02 116' -3 1/2" LEVEL 03 128' -3 1/2" LEVEL 03 -ROOF 136' -3 1/2" LEVEL 1 GARAGE 105' -3 5/8" 2.9 2.8 6 A362 2 A362 3 A362 4 A362 5 A362 TRUSS BASE 138' -6 1/2" T.O. TRUSS 145'
-6 1/2" T.O. RIDGE 148' -1 3/8" PAINTED AND GALV STEEL GUARDRAIL PAINTED AND GALV. STEEL CHANNEL (RE: STRUCTURAL) NEW CONCRETE BRIDGE W/SNOWMELT ATTACHED TO (E) GARAGE (RE: STRUCTURAL)
PAINTED AND GALV. STEEL CHANNEL (RE: STRUCTURAL) PREFINISHED SHEET METAL DOWNSPOUT CONNECT TO STORM DRAIN SYSTEM (RE: CIVIL) 8 LEVEL 01 100' -0" LEVEL 02 116' -3 1/2" LEVEL 03 128' -3
1/2" LEVEL 03 -ROOF 136' -3 1/2" LEVEL 1 GARAGE 105' -3 5/8" AA HALL 110 MECH 211 CATERING PANTRY 309 2 A362 3 A362 4 A362 A603 1 SIM PREFINISHED METAL WALL COPING. EXTEND SHEET MEMBRANE
ROOFING UNDER COPING 1' -4" EXTERIOR LIGHTING (RE: ELECTRICAL) REMOVE EXISTING SPANDREL PANEL FOR BRIDGE CONNECTION (RE: STRUCTURAL) PAINTED AND GALV. STEEL GUARDRAIL (RE: STRUCTURAL)
SNOWMELTED CONCRETE TOPPING W/TYPICAL SPLIT SLAB ASSEMBLY (RE: STRUCTURAL) CONTINUOUS BOARD INSULATION BEHIND STEEL CHANNEL WITH PREFINISHED METAL DRIP EDGE ABOVE AND BELOW CHANNEL,
TYP. 2" EXPANSION JOINT 4 2.9 2.8 AA 6 A362 2.9 2.8 AA 6 A362 MECH 211 IT/STORAGE 210 2.9 2.8 AA 6 A362CATERING PANTRY 309 1' -2 5/8" 6' -8" 5% SLOPE LEVEL 03 -ROOF 136' -3 1/2" AA TRUSS
BASE 138' -6 1/2" T.O. TRUSS 145' -6 1/2" T.O. RIDGE 148' -1 3/8" POWDERCOATED SNOWFENCE AT PROTRUDING RAKE EDGES AND ACROSS ROOF SLOPE, (RE: ROOF PLAN FOR LOCATIONS) INTEGRAL GUTTER
W/HEAT TRACE, TYP. 1' -4" PREFINISHED SHEET METAL CONDUCTOR HEAD TO DOWNSPOUT W/HEAT TRACE (RE: ELECTRICAL) 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 4/25/2011 10:57:39 AM 395 East Lionshead Circle Vail,
Colorado 81657 A362 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 ELEVATION,
SECTIONS & PLANS21064.20 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 AREA D SCALE: 3/8" = 1'-0" 1ENLARGED ELEVATION -NORTH 04 SCALE: 3/8" = 1'-0"
6WALL SECTION 01 -NORTH 04 SCALE: 3/8" = 1'-0" 2ENLARGED PLAN -NORTH 04 -LEVEL 01 SCALE: 3/8" = 1'-0" 3ENLARGED PLAN -NORTH 04 -LEVEL 02 SCALE: 3/8" = 1'-0" 4ENLARGED PLAN -NORTH 04
-LEVEL 03 SCALE: 3/8" = 1'-0" 5WALL SECTION 02 -NORTH 04 2 CONSTRUCTION 04 FEB 2011 4 ADDENDUM 2 02 MAR 2011 8 CCD002 25 APR 2011
LEVEL 02 116' -3 1/2" LEVEL 03 128' -3 1/2" LEVEL 1 GARAGE 105' -3 5/8" 2.6 2.5 4 A363 3 A363 2 A363 5 A363 TRUSS BASE 138' -6 1/2" T.O. TRUSS 145' -6 1/2" 2.7 T.O. RIDGE 148' -1 3/8"
LEVEL 01 100' -0" LEVEL 02 116' -3 1/2" LEVEL 03 128' -3 1/2" LEVEL 1 GARAGE 105' -3 5/8" AA 4 A363 3 A363 WAITING AREA 109 KITCHEN 209 EVENT /EXHIBIT SPACE 308 A603 1 A620 1 TRUSS BASE
138' -6 1/2" 2.5 2.6 AA 2 A363 KITCHEN 209 2.7 2.5 2.6 AA 2 A363 EVENT /EXHIBIT SPACE 308 5 A363 A611 4 2.7 A611 5 LEVEL 03 128' -3 1/2" LEVEL 03 -ROOF 136' -3 1/2" AA 4 A363 7 A357
A603 7 TRUSS BASE 138' -6 1/2" EVENT /EXHIBIT SPACE 308 8 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 4/25/2011 10:57:42 AM 395 East Lionshead Circle Vail, Colorado 81657 A363 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 ELEVATION, SECTION & PLANS 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" 1ENLARGED ELEVATION -NORTH 05 SCALE: 3/8" = 1'-0" 2WALL SECTION 01 -NORTH 05 SCALE: 3/8" = 1'-0" 3ENLARGED PLAN -NORTH
05 -LEVEL 02 SCALE: 3/8" = 1'-0" 4ENLARGED PLAN -NORTH 05 -LEVEL 03 SCALE: 3/8" = 1'-0" 5WALL SECTION 02 -NORTH 05 AREA D 2 CONSTRUCTION 04 FEB 2011 8 CCD002 25 APR 2011
LEVEL 02 116' -3 1/2" LEVEL 03 128' -3 1/2" LEVEL 1 GARAGE 105' -3 5/8" 2.2 2 A364 3 A364 TRUSS BASE 138' -6 1/2" T.O. TRUSS 145' -6 1/2" T.O. RIDGE 148' -1 3/8" PAINTED AND GALV. STEEL
GUARDRAIL WELDED TO STEEL CHANNEL AT FLOOR PREFINISHED SHEET METAL DOWNSPOUT EXTERIOR WALL SCONCE (RE: ELECTRICAL) 6' -8" AFF PREFINISHED ALUMINUM LOUVER, FINISH TO MATCH ALUMINUM STOREFRONT
WINDOWS, ALIGN EDGES WITH SEAMS IN WEATHERING STEEL PANELS: RE MECH 8 LEVEL 01 100' -0" LEVEL 02 116' -3 1/2" LEVEL 03 128' -3 1/2" LEVEL 1 GARAGE 105' -3 5/8" AA 3 A364 EVENT /EXHIBIT
VESTIBULE 301 COAT CLOSET 306 VRD IMAGINATION STATION 201 STAIR 2 106 A620 2 TRUSS BASE 138' -6 1/2" T.O. TRUSS 145' -6 1/2" T.O. RIDGE 148' -1 3/8" A720 11 V 3 2.2 AA 2 A364 STAIR 2
106 INFO CENTER 103 GWB AND METAL FURRING AT EACH SIDE OF DOOR OPENING 1.4 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 4/25/2011 10:57:44 AM 395 East Lionshead Circle Vail, Colorado 81657 A364 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 ELEVATION, SECTION & 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 AREA D SCALE: 3/8" = 1'-0" 1ENLARGED ELEVATION -NORTH 06 SCALE: 3/8" = 1'-0" 2WALL SECTION 01 -NORTH 06 SCALE: 3/8" =
1'-0" 3ENLARGED PLAN -NORTH 06 -LEVEL 01 3 7 2 CONSTRUCTION 04 FEB 2011 3 ADDENDUM 1 18 FEB 2011 7 B.D. RESPONSES 11 APR 2011 8 CCD002 25 APR 2011
LEVEL 02 116' -3 1/2" LEVEL 03 128' -3 1/2" LEVEL 1 GARAGE 105' -3 5/8" 1.3 1.2 2 A366 3 A366 2 A367 1 A366 1 A367 T.O. RIDGE 148' -1 3/8" EXTERIOR PENDANT LIGHT PROVIDE CONCEALED CONDUIT
ROUTED THROUGH RIDGE BEAM (RE: ELECTRICAL) 11' -6" EXTERIOR LIGHT FIXTURE PROVIDE CONCEALED CONDUIT ROUTED BETWEEN COLUMN AND ABOVE BEAM AND DOWN TO FIXTURE OR THROUGH BEAM PER LIGHTING
SPECIFICATIONS (RE: ELECTRICAL) 11' -6" PAINTED AND GALV, STEEL PIPE GUARDRAIL AT GARAGE CAR ENTRY POWDERCOATED STEEL SNOW FENCE (RE: STRUCTURAL) 12' -10" 4' -6" STAINED BOARD ON BOARD
WOOD SIDING WITH 3X10 BOARD AT HEADER, TYP. 6 A605 7 7 6 A605 Sim 6 A605 Sim 6 A605 Sim 7 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 4/13/2011 8:55:57 AM 395 East Lionshead Circle Vail, Colorado 81657 A365 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 ELEVATION 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 AREA D SCALE: 3/8" = 1'-0" 1ENLARGED ELEVATION -NORTHEAST 01 2 CONSTRUCTION 04 FEB 2011 7 B.D. RESPONSES 11 APR 2011
1.3 1.2 1.1 2.1 AA A INFO CENTER 103 1 A366 1 A367 2 A368 2" VERTICAL AND HORIZONTAL EXPANSION JOINTS THROUGH WALLS BETWEEN NEW AND EXISTING STRUCTURE ALONG DASHED LINE 4 10 1.3 1.2
1.1 2.1 AA A A.5 1 A366 1 A367 2 A368 2" VERTICAL AND HORIZONTAL EXPANSION JOINTS THROUGH WALLS BETWEEN NEW AND EXISTING STRUCTURE ALONG DASHED LINE 4 10 LEVEL 01 100' -0" LEVEL 02 116'
-3 1/2" LEVEL 03 128' -3 1/2" LEVEL 1 GARAGE 105' -3 5/8" A 2 A366 3 A366 2 A367 TRUSS BASE 138' -6 1/2" T.O. TRUSS 145' -6 1/2" T.O. RIDGE 148' -1 3/8" STAINED BOARD ON BOARD WOOD SIDING
W/3X12 STAINED WOOD HEADER LOOSE FILL INSULATION TO ACHIEVE R-30 AT SOFFIT CONTINUOUS AIR BARRIER FROM WALL TO SOFFIT, TYP. TRANSITION FLASHING AT EXPANSION JOINT AND DISSIMILAR MATERIALS,
TYP. RUBBERIZED ASPHALT MEMBRANE ASSEMBLY, TYP. AT SPLIT SLAB BOARD INSULATION (R-35, XPS) BELOW SPLIT SLAB CONTINUOUS AIR BARRIER TO FOUNDATION WATERPROOFING, TYP AT FILL ABOVE LEVEL
01 UNDERSLAB VAPOR BARRIER, TYP AT SLAB ON GRADE PREFINISHED METAL TRIM STAINED WOOD TRIM SHEET MEMBRANE ROOFING 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 5/16/2011 1:25:08 PM 395 East Lionshead Circle Vail,
Colorado 81657 A366 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 SECTION &
PLANS 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" 2ENLARGED PLAN -NORTHEAST 01 -LEVEL 01 SCALE: 3/8" = 1'-0" 3ENLARGED
PLAN -NORTHEAST 01 -LEVEL 02 AREA D SCALE: 3/8" = 1'-0" 1WALL SECTION 01 -NORTHEAST 01 2 CONSTRUCTION 04 FEB 2011 4 ADDENDUM 2 02 MAR 2011 10 CCD003 16 MAY 2011
1.3 1.2 2.1 AA A A.5 1 A366 1 A367 2 A368 JAN. CLOS. 305 WOMENS 303 EVENT /EXHIBIT VESTIBULE 301 EXPANSION JOINT FILLER AT JOINT PER SPECIFICATIONS, TYP. AT ALL EXPANSION JOINTS TO PROVIDE
COMPLETE WATER TIGHT SEAL 2" VERTICAL AND HORIZONTAL EXPANSION JOINTS THROUGH WALLS AND WALL CAP BETWEEN EXISTING AND NEW STRUCTURE 4 6 A605 10 LEVEL 01 100' -0" LEVEL 02 116' -3 1/2"
LEVEL 03 128' -3 1/2" LEVEL 1 GARAGE 105' -3 5/8" A 2 A366 3 A366 2 A367 T.O. RIDGE 148' -1 3/8" 8' -0" 4' -6" 17' -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 5/16/2011 1:25:10 PM 395 East Lionshead Circle
Vail, Colorado 81657 A367 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 SECTION
& PLANS 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" 2ENLARGED PLAN -NORTHEAST 01 -LEVEL 03 AREA D SCALE: 3/8" = 1'-0"
1WALL SECTION 02 -NORTHEAST 01 2 CONSTRUCTION 04 FEB 2011 4 ADDENDUM 2 02 MAR 2011 10 CCD003 16 MAY 2011
LEVEL 01 100' -0" LEVEL 02 116' -3 1/2" LEVEL 03 128' -3 1/2" 1 A373 1 A372 2 A371 2 A372 2 A373 3 A373 TRUSS BASE 138' -6 1/2" T.O. TRUSS 145' -6 1/2" 1.4 ARCHITECTURAL PRECAST CONCRETE
SILL, TYP. AT WINDOW SILLS IN STONE VENEER WALL PAINTED AND GALV STL CHANNEL HEADER, TYP. AT WINDOW HEADS IN STONE VENEER WALL (RE: STRUCTURAL) ARCHITECTURAL PRECAST COPING AT TOP OF
STONE WALL CONTINUOUS PREFINISHED SHEET METAL FLASHING AT ALL STAINED HORIZONTAL WOOD TRIM, HEADS, AND WINDOW SILLS. STAINED BOARD ON BOARD WOOD SIDING, ADJUST EXPOSURE AS NEEDED TO
ALIGN PROUD BOARDS AT CORNERS AND WALL OPENINGS, TYP. PREFINISHED METAL TRAPEZOIDAL LOUVER, (RE: MECHANICAL) LEVEL 01 100' -0" LEVEL 02 116' -3 1/2" LEVEL 03 128' -3 1/2" C 2 A372 2
A373 3 A373 B TRUSS BASE 138' -6 1/2" T.O. TRUSS 145' -6 1/2" 8 A603 7 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 4/13/2011 8:56:00 AM 395 East Lionshead Circle Vail, Colorado 81657 A371 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 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" 1ENLARGED ELEVATION -SOUTHWEST 02 SCALE: 3/8" = 1'-0" 2ENLARGED ELEVATION -SOUTHEAST 01 AREA C 3 3 2 CONSTRUCTION 04
FEB 2011 3 ADDENDUM 1 18 FEB 2011 7 B.D. RESPONSES 11 APR 2011
LEVEL 01 100' -0" LEVEL 02 116' -3 1/2" LEVEL 03 128' -3 1/2" LEVEL 1 GARAGE 105' -3 5/8" B C WATER ENTRY 121 1" THICK WEATHERING STEEL PLATE SECURED BELOW GRADE TO WALLS AND SLAB (RE:
STRUCTURAL) RUBBERIZED ASPHALT WATERPROOFING SYSTEM CONTINUOUS ALONG TOP OF STAIRS(RE: LANDSCAPE) FLUID APPLIED WATERPROOFING APPLIED TO BURIED FACES OF WEATHERING STEEL, TYP. VEGETATION,
SOIL AND DRAINAGE LAYER (RE: LANDSCAPE) LANDSCAPE DRAINS PER CIVIL, TIE WATERPROOFING INTO DRAINS, TYP. TIE DOWNSPOUTS INTO DRAINS BELOW (RE: CIVIL) STONE VENEER AT INTERIOR OF PLANTER
SUPPORTED BY BITUMINOUS COATED STEEL ANGLE SUPPORT OR CMU BELOW GRADE, TYP. 3" STONE COPING AT PLANTER PRECAST CONCRETE SLAB W/TOPPING AS REQUIRED TO DRAIN (RE: STRUCTURAL) STORAGE 127
4 1 A606 4 A606 3 A606 7 CONTINUOUS EXPANSION JOINT ALONG DASHED LINE. 3' -6 5/8" 3' -3" 3' -3" 3' -3" 3' -3" 1' -4 1/2" 3' -5" 3' -3" 3' -3" 3' -3" 3' -3" 10 LEVEL 02 116' -3 1/2" LEVEL
1 GARAGE 105' -3 5/8" 9' -0" 3' -6" , MIN A605 5 REMOUNT EXISTING GUARDRAIL ON NEW WALL. JOIN EXISTING, REMOUNTED AND NEW GUARDRAIL TO FORM CONTINUOUS GUARDRAIL. PAINT ALL TO MATCH,
TYP. CONTINUE BOARD INSULATION AND WATERPROOFING SYSTEM DOWN TO FOOTING MTL STUD WALLS W/BLOWN INSULATION AT ALL PERIMETER WALLS TIE TOGETHER NEW AND EXISTING WALL AND FOOTING PER STRUCTURAL
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 5/16/2011 1:25:12 PM 395 East Lionshead Circle Vail, Colorado 81657 A375 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 SECTIONS21064.20 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" 1WALL SECTION
@TERRACING PLANTER SCALE: 3/8" = 1'-0" 2WALL SECTION @UPPER STAIR LANDING 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
10 CCD003 16 MAY 2011
1' -6" 6' -7" 2' -7" 2' -1 3/4" 1' -5" 3' -2" 1' -5" T T T T T 7 2' -4" 2' -5 1/2" 10' -6" 2' -4" 3' -4" 3' -1" 4"2' -5" 3' -0" 2' -5" 4" 3' -1" 1' -9 1/4" 10' -6" 2' -6 1/2" 1' -0"
1' -9" 5' -1" 2' -6" 2' -1 1/2" 2' -6" 2' -1 1/2" 2' -2 5/8" 1' -0 3/8" 3' -0" 3' -10" 2' -6" 1' -2" 3' -9 1/4" 1' -2" 2' -11" 3' -0" 3' -10" 2' -6" 11" 3' -1" 3' -1" 11" 2' -2" 1' -2
1/2" TT T T TT 7 LEVEL 02 116' -3 1/2" LEVEL 03 128' -3 1/2" TRUSS BASE 138' -6 1/2" 4' -5 1/4" 1' -0" 1' -4" 3' -0" 6' -4" 2' -7" 6' -11" 2' -3 1/2" 3/8" 2' -7" 5' -5 5/8" 3' -4 3/4"
3/8" T T T T 77 3' -0" 6' -4" 1' -0" 1' -4 3/4" 1' -10" 1' -10" 7 2' -6" 4' -4" 1' -1 1/2" 3' -0" 1' -2 1/2" 2' -6" 1' -2 1/2" 2' -6" 5' -4" 1' -5 1/2" 2' -6" 4' -3 1/4" 1' -6" 2' -6"
6' -2 3/4" 2' -8 3/4" 3' -0" 3' -6 1/2" 3' -1" 3' -1" 3' -0" 1' -11" 2' -6 3/4" 1' -6" 6' -7" 11' -0 3/4" 16' -11" 4' -1 1/2" TT T T T 7 3' -9 1/2" 2' -8" 2' -6" 3' -9 1/2" 4' -3 1/2"
2' -7 3/4" 2' -3 1/4"1' -0 1/2" 2' -6" 1' -1 1/2" 2' -2 1/4" 2.6 2.5 2.4 2.3 2.2 TYP. 8' -11 1/2" TYP. 1' -11 3/4" TYP. 4' -7" TYP. 4' -7" 4 NOTES: 1. 60 MIN. FIRE RATED ALUMINUM WINDOW
SYSTEM. TYP. AT ALL THREE BAYS. (RE: SPECIFICATION) 2. U-VALUE: 0.48 BTU/HR/SF/F MAX 7 3' -9 1/2" 4' -3 1/2" 2' -7 3/4" 1' -2" 3' -0" 6' -4" 1' -0" 1' -4 3/4" 4' -5 1/2" 4' -5 1/2" 7
1' -6" 7' -10" 1' -7" 3' -2" 1' -7" T T T T T 7 8' -1" 2' -3" 1' -8" 3' -2" 3' -2" T T 7 1' -6" 6' -8" 1' -0" 1' -1" 1' -11 1/4" 1' -10" 6' -2" 1' -10" 16' -3 3/8" 4 3' -1" 3' -1" T
T T T T T 7 3' -0" 6' -4" 2' -0" 1' -6" 5' -7" 1' -3" 3' -1" 3' -1" TT T 7 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 4/13/2011 8:56:09 AM 395 East Lionshead Circle Vail, Colorado 81657 A510 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 STOREFRONT TYPES21064.20 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" STOREFRONT A SCALE: 1/4" = 1'-0" STOREFRONT B SCALE: 1/4" = 1'-0" STOREFRONT C SCALE: 1/4" = 1'-0" STOREFRONT D SCALE:
1/4" = 1'-0" STOREFRONT E SCALE: 1/4" = 1'-0" STOREFRONT F SCALE: 1/4" = 1'-0" STOREFRONT G SCALE: 1/4" = 1'-0" STOREFRONT I SCALE: 1/4" = 1'-0" STOREFRONT K SCALE: 1/4" = 1'-0" STOREFRONT
L SCALE: 1/4" = 1'-0" STOREFRONT M SCALE: 1/4" = 1'-0" STOREFRONT N SCALE: 1/4" = 1'-0" STOREFRONT O SCALE: 1/4" = 1'-0" STOREFRONT R SCALE: 1/4" = 1'-0" STOREFRONT Q LEVEL LEVEL LEVEL
SCALE: 1/4" = 1'-0" FIRERATED GLAZING S LEVEL SCALE: 1/4" = 1'-0" STOREFRONT P SCALE: 1/4" = 1'-0" STOREFRONT H SCALE: 1/4" = 1'-0" STOREFRONT J SCALE: 1/4" = 1'-0" STOREFRONT T SCALE:
1/4" = 1'-0" STOREFRONT V SCALE: 1/4" = 1'-0" STOREFRONT U 3 SCALE: 1/4" = 1'-0" STOREFRONT W NOTES: 1. U-VALUE OF ALL GLAZING SYSTEMS (U.N.O.) : .47 BASED ON CENTER OF GLAZING VALUES
OF: SUMMER: .28 WINTER: .29 7 2 CONSTRUCTION 04 FEB 2011 3 ADDENDUM 1 18 FEB 2011 4 ADDENDUM 2 02 MAR 2011 7 B.D. RESPONSES 11 APR 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: SCHEDULE DOOR 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 R E: SCHEDULE DOOR HEIGHT 3' -3" 7' -0" 0' -3 1/2" 7 1/2" RE: SCHEDULE DOOR WIDTH RE: SCHEDULE DOOR HEIGHT 4" 6" 2' -0" 4' -0" RE: SCHEDULE DOOR HEIGH T 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: SCHEDULE 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 HEIGH T 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 4/13/2011 8:56:10 AM 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" 11' -0" 0' -0 3/4" HM WD-01/PT-01
-7/A521 6/A521 01 -6 103B LEVEL 01 K 0' -8 1/4" 13' -9" 0' -0 3/4" HM WD-01/PT-01 -7/A521 7/A521 01 -6 104A LEVEL 01 D 2' -10" 7' -0" 0' -1 3/4" WD-01 STAIN WD 12/A521 8/A521 04 -105A
LEVEL 01 D 2' -10" 7' -0" 0' -1 3/4" WD-01 STAIN WD 12/A521 8/A521 04 -106A 45MIN LEVEL 01 B1 5' -8" 8' -0" 0' -1 3/4" HM -HM --06 .5 3 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 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 127A LEVEL 1 GARAGE C 3' -0" 7' -0" 0' -1 3/4"
HM PT-04 HM --34 -129A LEVEL 1 GARAGE C 3' -0" 7' -0" 0' -1 3/4" HM PT-04 HM --34 -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, 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 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 2 CONSTRUCTION 04 FEB 2011 3 ADDENDUM 1 18 FEB 2011 4 ADDENDUM 2 02 MAR 2011 7 B.D. RESPONSES 11 APR 2011
LEVEL 01 100' -0" BB ALUMINUM FRAMED STOREFRONT SYSTEM PRECAST CONCRETE SEAT SLOPE TOP TO DRAIN CONTINUOUS WATERPROOF MEMBRANE W/DRIP. EXTEND UP UNDER STOREFRONT FRAME STONE PILASTER
BEYOND AIR BARRIER. LAP OVER FLASHING THROUGH WALL FLEXIBLE FLASHING EXTEND 6" UP WALL MIN. TYP. WEEPS BOARD INSULATION R:10 (XPS) FULLY ADJUSTABLE MASONRY TIES STONE VENEER 1" GROUT
SPACE AIR BARRIER. EXTEND UNDER STOREFRONT FRAME SEALANT & BACKER ROD 3"1' -7 1/2" ALUMINUM CLIP & WD SHIM (BY STOREFRONT CONTRACTOR) CONCRETE (RE: STRUCTURAL) SEALANT WOOD SILL (RE:
A800'S) CONTINUOUS WOOD BLOCKING 6" METAL FRAMING LOOSE FILL INSULATION 5/8" GWB WOOD BASEBOARD (RE: A800'S) SNOWMELTED CONCRETE PAVING SYSTEM. (RE: LANDSCAPING & CIVIL) 3 1/2" 1/2"
1/2" DRIP 7" STEP STONE LEDGE TO MAINTAIN 3" MIN. DISTANCE FROM BOTTOM OF PAVER SYSTEM. CIP CONCRETE FOUNDATION WALL (RE: STRUCTURAL) 1' -9 1/2" FLUID APPLIED WATERPROOFING EXTEND UP
UNDER FLASHING ABOVE. LAP DOWN OVER STONE LEDGE TO WEEP BELOW. WOOD WALL BOARD (RE: A800'S) 3/4" 3 1/2" UNDERSLAB VAPOR BARRIER, TYP RUN 2" BOARD INSULATION (R-10, XPS ) DOWN TO 4' BELOW
FINISHED GRADE MIN., TYP. 7 1/4" BOARD INSULATION R:7.5 (XPS) 1.5" MAX. 3 3 BB ALUMINUM FRAMED STOREFRONT SYSTEM AIR BARRIER. LAP OVER FLASHING THROUGH WALL FLEXIBLE FLASHING. EXTEND
6" UP WALL MIN. TYP. WEEPS BOARD INSULATION R:10 (XPS) FULLY ADJUSTABLE MASONRY TIES STONE VENEER 1" GROUT SPACE SEALANT & BACKER ROD ALUMINUM EXTENSION SUPPORT PLATE (Z-SHAPED) & WD
SHIM. (BY STOREFRONT CONTRACTOR) AIR BARRIER. EXTEND UP UNDER FLEXIBLE FLASHING. EXTEND DOWN UNDER BACKER ROD. ALUMINUM STOREFRONT HEAD RECEPTOR FILL WITH INSULATION. TYP. PAINTED AND
GALV. STEEL CHANNEL HEADER. (RE: STRUCTURAL) 5/8" GWB 1" METAL HAT CHANNELS PRECAST CONCRETE BEAM (RE: STRUCTURAL) 3/4" WOOD PANEL (WD-01) 1" METAL Z-CLIP SEALANT 7" 3/4" LEVEL 03 128'
-3 1/2" BB ALUMINUM FRAMED STOREFRONT SYSTEM AIR BARRIER. LAP OVER FLASHING THROUGH WALL FLEXIBLE FLASHING WEEPS BOARD INSULATION R:10 (XPS) FULLY ADJUSTABLE MASONRY TIES STONE VENEER
1" GROUT SPACE SEALANT & BACKER ROD ALUMINUM EXTENSION SUPPORT PLATE (Z-SHAPED) & WD SHIM. (BY STOREFRONT CONTRACTOR) AIR BARRIER. EXTEND UP UNDER FLEXIBLE FLASHING. EXTEND UNDER BACKER
ROD. ALUMINUM STOREFRONT HEAD RECEPTOR FILL WITH BATT INSULATION PAINTED AND GALV. STEEL CHANNEL HEADER. (RE: STRUCTURAL) 5/8" GWB 1" METAL HAT CHANNEL PRECAST CONCRETE BEAM (RE: STRUCTURAL)
5/8" GWB 1" METAL Z-CLIP SEALANT BOARD INSULATION R:5 (XPS) ALUMINUM FRAMED STOREFRONT SYSTEM ALUMINUM EXTENSION SUPPORT PLATE & WD SHIM. (BY STOREFRONT CONTRACTOR) SEALANT & BACKER
ROD 4" 4 1/2" PREFINISHED METAL FLASHING TO MATCH STOREFRONT PRECAST ARCHITECTURAL CONCRETE SILL W/1/2" DRIP CONTINUOUS WATERPROOF MEMBRANE W/DRIP. EXTEND UP UNDER STOREFRONT FRAME 3/4"
PLYWOOD WOOD SILL (RE: A800'S) AIR BARRIER. EXTEND UP UNDER STOREFRONT FRAME CONTINUOUS PLYWOOD BLOCKING 3 5/8" METAL FRAMING 5/8" GWB LOOSE FILL INSULATION 1 1/2" 5/8" GWB 2" 1' -5
1/4" WOOD BASEBOARD (RE: A800'S) WOOD WALL BOARD WRAP BACK TO FACE OF EACH COLUMN AT COLUMNS (RE: A800'S) STOREFRONT SILL SILL WITH INTEGRAL SILL FLASHING 3 3/4" 3' -2" 6" DUCT BEYOND
(RE: MECH.) 1' -1" 0' -0 3/4" 0' -3 1/2" 0' -7 1/4" FALSE DIFFUSER PAINT WOOD BELOW BLACK ALUMINUM FRAMED STOREFRONT SYSTEM BB AIR BARRIER. EXTEND UP UNDER STOREFRONT FRAME. THROUGH
WALL FLEXIBLE FLASHING. EXTEND FLASHING UP UNDER STOREFRONT FRAME. BOARD INSULATION R:10 (XPS) FULLY ADJUSTABLE MASONRY TIES 1" GROUT SPACE SEALANT & BACKER ROD PREFINISHED METAL FLASHING
TO MATCH STOREFRONT ALUMINUM EXTENSION SUPPORT PLATE & WD SHIM. (BY STOREFRONT CONTRACTOR) 5" 6" 5 1/8" STONE VENEER 5/8" GWB (RE: WALL TYPES) PRECAST ARCHITECTURAL CONCRETE SILL W/1/2"
DRIP. SLOPE TOP TO DRAIN. WOOD SILL (RE: A800'S) CONTINUOUS WOOD BLOCKING 6" METAL FRAMING LOOSE FILL INSULATION 5/8" GWB (RE: A800'S) 3" SEALANT 3 3/4" STOREFRONT SILL WITH INTEGRAL
SILL FLASHING BB ALUMINUM FRAMED STOREFRONT SYSTEM AIR BARRIER. WRAP UNDER STOREFRONT FRAME ALUMINUM TRIM INTEGRAL TO STOREFRONT FRAME. FINISHED TO MATCH STOREFRONT CONTINUOUS WOOD HEADER.
(RE: STRUCTURAL) SEALANT WOOD SHIM SEALANT STAINED 1X TRIM 3/4" PLYWOOD WOOD SHIM STAINED T&G WOOD DECKING (RE: STRUCTURAL) SEALANT POWERED SHADES (RE: RCP'S) WOOD BLOCKING. COORDINATE
W/SHADE BRACKETS AND TRIM ALUMINUM STOREFRONT HEAD RECEPTOR FILL WITH INSULATION. TYP. 9 1/2" 5 1/4" LEVEL 01 100' -0" BB STAINED 2X12 WOOD BOARD AIR BARRIER. EXTEND UP UNDER FLASHING.
BOARD INSULATION R:10 (XPS) FULLY ADJUSTABLE MASONRY TIES 1" GROUT SPACE PREFINISHED METAL FLASHING W/DRIP SET IN BED OF SEALANT. EXTEND 6" MIN. UP WALL. STONE VENEER 5/8" GWB PRECAST
ARCHITECTURAL CONCRETE SILL W/1/2" DRIP. SLOPE TOP TO DRAIN. 6" METAL FRAMING LOOSE FILL INSULATION 5/8" GWB (RE: A800'S) STAINED 1X12 WOOD BOARD BEYOND PRESSURE TREATED 5/4X4 FURRING
BOARD INSULATION R:10 (XPS) AIR BARRIER EXTEND DOWN OVER FLASHING AIR BARRIER. EXTEND DOWN OVER FLASHING 6" MIN. SNOWMELTED CONCRETE PAVING SYSTEM. (RE: LANDSCAPING & CIVIL) CMU STONE
LEDGE. GROUT SOLID. STEP AS REQUIRED TO MAINTAIN 3" CLEAR BELOW PAVING SYSTEM. (RE: STRUCTURAL) THROUGH WALL FLASHING . INSTALL SO THAT FLASHING IS ALWAYS ABOVE GRADE. THRU-WALL FLASHING
TIED INTO WATERPROOFING MEMBRANE. BOARD INSULATION (R-10-XPS) DOWN TO 4' BELOW FINISHED GRADE, TYP. CIP CONCRETE FOUNDATION WALL (RE: STRUCTURAL) FLUID APPLIED WATERPROOFING EXTEND UP
UNDER THROUGH WALL FLASHING ABOVE. LAP OVER FLASHING BELOW. BB STAINED 2X10 WOOD BOARD RABBIT JOINT TO TOP OF 2X12 BOARD 6" METAL FRAMING LOOSE FILL INSULATION 5/8" GWB (RE: A800'S)
STAINED 1X12 WOOD BOARD BEYOND PRESSURE TREATED 5/4X4 FURRING BOARD INSULATION R:10 (XPS) AIR BARRIER EXTEND UP UNDER STOREFRONT FRAME ALUMINUM FRAMED STOREFRONT SYSTEM AIR BARRIER.
LAP OVER FLASHING THROUGH WALL FLEXIBLE FLASHING EXTEND 6" MIN. UP WALL WEEPS BOARD INSULATION R:10 (XPS) STONE VENEER 1" GROUT SPACE ALUMINUM EXTENSION SUPPORT PLATE (Z-SHAPED) & WD
SHIM. (BY STOREFRONT CONTRACTOR) AIR BARRIER. EXTEND DOWN TO SEALANT ALUMINUM STOREFRONT HEAD RECEPTOR FILL WITH INSULATION. TYP. PAINTED AND GALV. STEEL CHANNEL HEADER. (RE: STRUCTURAL)
5/8" GWB 1" METAL HAT CHANNEL PRECAST CONCRETE BEAM BEAM (RE: STRUCTURAL) 1" METAL Z-CLIP SEALANT STAINED 1X T&G SOFFIT. BOARD INSULATION R:7.5 (XPS) SEALANT FLEXIBLE FLASHING. EXTEND
6" MIN. UP WALL. EXTEND TO FACE OF T&G SOFFIT TO WEEP. WOOD SILL (RE: A800'S) CONTINUOUS WOOD BLOCKING SEALANT STAINED 2X12 WOOD BOARD SEALANT & BACKER ROD PREFINISHED METAL SILL WITH
CLEAT CLEAT FOR SILL SET IN CONTINUOUS BEAD OF SEALANT. ALUMINUM EXTENSION SUPPORT PLATE & WD SHIM. (BY STOREFRONT CONTRACTOR) 5/8" GWB GWB CEILING 0' -3 3/4" 3 3 2 3/4" 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 4/13/2011
8:56:14 AM 395 East Lionshead Circle Vail, Colorado 81657 A601 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 EXTERIOR DETAILS -SECTION 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 1/2" = 1'-0" 1SECTION DETAIL
-SOUTH BENCHES SCALE: 1 1/2" = 1'-0" 2SECTION DETAIL -LEVEL 1 STOREFRONT HEAD SCALE: 1 1/2" = 1'-0" 4SECTION DETAIL -LEVEL 3 STOREFRONT HEAD /SILL SCALE: 1 1/2" = 1'-0" 3SECTION DETAIL
-STONE SILL TYP SCALE: 1 1/2" = 1'-0" 5SECTION DETAIL -LEVEL 3 STOREFRONT HEAD SCALE: 1 1/2" = 1'-0" 6SECTION DETAIL -STONE WAINSCOT SCALE: 1 1/2" = 1'-0" 7SECTION DETAIL -WOOD HEAD
/SILL SHEET NOTES: 1. REFER TO THE A800 SERIES SHEETS FOR INTERIOR WALL FINISHES. EXTEND WOOD SILLS 3/4" PAST FACE OF FINISH U.N.O. 3 3 7 2 CONSTRUCTION 04 FEB 2011 3 ADDENDUM 1 18 FEB
2011 7 B.D. RESPONSES 11 APR 2011
LEVEL 1 GARAGE 105' -3 5/8" AA AIR BARRIER. EXTEND DOWN OVER FLASHING 6" MIN. SNOWMELTED CONCRETE PAVING SYSTEM. (RE: LANDSCAPING & CIVIL) THROUGH WALL FLASHING . INSTALL SO THAT FLASHING
IS ALWAYS ABOVE GRADE. EXTEND 6" MIN. UP WALL. TYP. BOARD INSULATION. R:10 (XPS) CIP CONCRETE FOUNDATION WALL (RE: STRUCTURAL) FLUID APPLIED WATERPROOFING EXTEND UP UNDER THROUGH WALL
FLASHING. EXTEND DOWN TO FOOTING BOARD INSULATION. R:10 (XPS) CANT STRIP COMPATIBLE WITH WATERPROOFING MEMBRANE 10 6" METAL FRAMING LOOSE FILL INSULATION ALUMINUM FRAMED STOREFRONT SYSTEM
ALUMINUM STOREFRONT HEAD RECEPTOR FILL WITH INSULATION. TYP. AIR BARRIER. EXTEND DOWN TO BACK OF SEALANT SEALANT STAINED 1X T&G SOFFIT. BOARD INSULATION R:7.5 (XPS) SEALANT CONTINUOUS
WOOD BLOCKING STAINED 1X T&G SOFFIT. 3 5/8" METAL FRAMING 5/8" GWB 3 5/8" METAL FRAMING ALUMINUM FRAMED STOREFRONT SYSTEM BEYOND 5/8" GWB 5/8" GWB PRECAST CONCRETE WALL (RE: STRUCTURAL)
LOOSE FILL INSULATION 5/8" GWB (RE: WALL TYPES) PAINTED BENT STEEL PLATE CONNECTION (RE: STRUCTURAL) SPRAY FOAM INSULATION METAL DOUBLE HEAD TRACK SEALANT MESH TO ALLOW WALL VENTILATION
AIR BARRIER TO RUN CONTINUOUS TO ROOF DECK AS SHOWN STAINED 2X10 WOOD BOARD RABBIT JOINT TO TOP OF 2X12 BOARD STAINED 2X12 WOOD BOARD BEYOND PRESSURE TREATED 5/4X4 FURRING BOARD INSULATION.
R:10 (XPS) STAINED 1X12 WOOD BOARD LEVEL 03 128' -3 1/2" WOOD SHIMS SEALANT & BACKER ROD MINERAL WOOL PER FIRE STOPPING MANUFACTURERS SYSTEM REQUIREMENTS GALVANIZED STEEL ANGLES PER
FIRE STOPPING MANUFACTURER'S SYSTEM REQUIREMENTS ALUMINUM FRAMED STOREFRONT SYSTEM COATING /SEALANT PER FIRESTOPPING MANUFACTURER'S SYSTEM REQUIREMENTS SEALANT & BACKER ROD STEEL ANGLE
(RE: STRUCTURAL) STEEL ANGLE (RE: STRUCTURAL) PRECAST CONCRETE PLANK (RE: STRUCTURAL) CIP TOPPING SLAB 3 5/8" METAL FRAMING METAL ANGLE TO SUPPORT GWB AND PERIMETER SEALANT SEALANT 5/8"
GWB CEILING ALUMINUM STOREFRONT HEAD RECEPTOR FILL WITH BATT INSULATION NOTE: 2HR FIRE STOPPING SYSTEM SHALL COMPLY WITH ASTM E2307. BASIS OF DESIGN RECTORSEAL TRC/BP 120-01 ALUMINUM
TRIM W/DRIP TO COVER CAULK JOINT. COLOR TO MATCH STOREFRONT LEVEL 01 100' -0" BOARD INSULATION R:10 (XPS) 1" GROUT SPACE STONE VENEER 5/8" GWB AIR BARRIER. EXTEND DOWN OVER FLASHING.
SNOWMELTED CONCRETE PAVING SYSTEM. (RE: LANDSCAPING & CIVIL) CMU STONE LEDGE. GROUT SOLID. STEP AS REQUIRED TO MAINTAIN 3" CLEAR BELOW PAVING SYSTEM. (RE: STRUCTURAL) THROUGH WALL FLASHING
. INSTALL SO THAT FLASHING IS ALWAYS ABOVE GRADE. EXTEND UP WALL 6" MIN. THROUGH WALL FLASHING TIED INTO WATERPROOFING MEMBRANE. BOARD INSULATION. R:7.5 (XPS) CIP CONCRETE FOUNDATION
WALL (RE: STRUCTURAL) FLUID APPLIED WATERPROOFING EXTEND UP UNDER THROUGH WALL FLASHING ABOVE. LAP OVER FLASHING BELOW. AA FIRE RATED ALUMINUM GLAZING SYSTEM. AIR BARRIER. WRAP UNDER
GLAZING FRAME ALUMINUM TRIM INTEGRAL. FINISHED TO MATCH GLAZING SYSTEM. CONTINUOUS WOOD HEADER. 4" MIN. TO REMAIN HEAVY TIMBER PER IBC 2009. (RE: STRUCTURAL) SEALANT SEALANT STAINED
1X TRIM WOOD SHIM STAINED T&G WOOD DECKING (RE: STRUCTURAL) SEALANT. BOTH SIDES. SHADES (RE: RCP'S) WOOD BLOCKING. COORDINATE W/SHADE BRACKETS AND TRIM PACK CAVITY WITH MINERAL WOOL
SEALANT. BOTH SIDES. PACK CAVITY WITH MINERAL WOOL PREFINISHED METAL SILL FLASHING WITH DRIP. EXTEND UNDER GLAZING FRAME. SET IN BED OF SEALANT. AIR BARRIER. EXTEND UP UNDER GLAZING
FRAME. THROUGH WALL FLEXIBLE FLASHING. EXTEND FLASHING UP UNDER STOREFRONT FRAME. BOARD INSULATION R:10 (XPS) CONTINUOUS WOOD BLOCKING 6" METAL FRAMING LOOSE FILL INSULATION 5/8" GWB
(RE: A800'S) 3/4" PLYWOOD 3 5/8" METAL FRAMING 2" 7 1' -6 1/2" LINEAR DIFFUSER W/FALSE SECTIONS BETWEEN ACTIVE SECTIONS RE: MECH. 0' -6" THIN STONE VENEER SYSTEM. 0' -2" 10 ALUMINUM
FRAMED STOREFRONT SYSTEM BOARD INSULATION R:10 (XPS) ALUMINUM EXTENSION SUPPORT PLATE & WD SHIM. (BY STOREFRONT CONTRACTOR) SEALANT & BACKER ROD. BOTH SIDES. AIR BARRIER. EXTEND UP UNDER
STOREFRONT FRAME ABOVE AND DOWN OVER FLASHING BELOW 1X CONTINUOUS WOOD BLOCKING METAL BOX HEADER FILLED WITH LOOSE FILL INSULATION (RE: STRUCTURAL) PREFINISHED METAL FLASHING W/DRIP.
EXTEND UP SHEATHING 6" STAINED STAINED 1X WOOD TRIM 2 X BLOCKING PREFINISHED METAL FLASHING W/DRIP. EXTEND UNDER STOREFRONT FRAME SILL/SILL FLASHING 5/8" GWB STAINED 1X WOOD TRIM. TYP.
SEALANT & BACKER ROD. BOTH SIDES. 5/8" GWB 1' -0" 0' -0 1/2" 0' -2" 0' -8" 3 ALUMINUM FRAMED STOREFRONT SYSTEM BOARD INSULATION R:10 (XPS) ALUMINUM EXTENSION SUPPORT PLATE & WD SHIM.
(BY STOREFRONT CONTRACTOR) SEALANT & BACKER ROD. BOTH SIDES. AIR BARRIER. EXTEND UP UNDER STOREFRONT FRAME ABOVE AND DOWN OVER FLASHING BELOW 1X CONTINUOUS WOOD BLOCKING METAL BOX HEADER
FILLED WITH LOOSE FILL INSULATION (RE: STRUCTURAL) PREFINISHED METAL FLASHING W/DRIP. EXTEND UP SHEATHING 6" STAINED 1X WOOD TRIM 3" BLOCKING PREFINISHED METAL FLASHING W/DRIP. EXTEND
UNDER STOREFRONT FRAME SILL/SILL FLASHING 5/8" GWB STAINED 1X WOOD TRIM. TYP. SEALANT & BACKER ROD. BOTH SIDES. 5/8" GWB SEALANT & BACKER ROD ALUMINUM EXTENSION SUPPORT PLATE & WD SHIM.
(BY STOREFRONT CONTRACTOR) PRECAST CONCRETE (RE: STRUCTURAL) LOOSE FILL INSULATION SEALANT AIR BARRIER EXTEND DOWN OVER FLASHING FLASHING PREFINISHED METAL FLASHING SET IN CONTINUOUS
BED OF SEALANT. EXTEND UP WALL 6" MIN. BOARD INSULATION R:10 (XPS) PREFINISHED METAL FLASHING W/DRIP AIR BARRIER EXTEND UP UNDER FLASHING ABOVE AND DOWN OVER FLASHING BELOW 5/8" GWB
(RE: A800'S) 2 1/2" HEADER WD BLOCKING WD CEILING 0' -4" 1" MTL. HAT CHANNEL STAINED 2X10 WOOD BOARD PRESSURE TREATED 1X10 CONTINUOUS BLOCKING PRESSURE TREATED 5/4X10 CONTINUOUS BLOCKING
PRESSURE TREATED 2X10 CONTINUOUS BLOCKING 0' -2" 0' -9 1/2" LEVEL 03 128' -3 1/2" ALUMINUM STOREFRONT DOOR 7" ALUMINUM THERMALLY BROKEN SADDLE THRESHOLD SET IN BED OF SEALANT. ATTACH
TO INTERIOR TOPPING SLAB. EXTEND WATERPROOFING UP UNDER THRESHOLD 1" RIGID INSULATION 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 5/16/2011 1:25:15 PM 395 East Lionshead Circle Vail, Colorado 81657 A603 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 EXTERIOR DETAILS -SECTION 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 1/2" = 1'-0" 1SECTION DETAIL -NORTH STONE BASE SCALE: 1 1/2" = 1'-0" 2SECTION DETAIL -STOREFRONT
SOFFIT SCALE: 1 1/2" = 1'-0" 3SECTION DETAIL -WOOD SIDING AT ROOF SHEET NOTES: 1. REFER TO THE A800 SERIES SHEETS FOR INTERIOR WALL FINISHES. EXTEND WOOD SILLS 3/4" PAST FACE OF FINISH
U.N.O. SCALE: 1 1/2" = 1'-0" 6SECTION DETAIL -STOREFRONT AT SLAB SCALE: 1 1/2" = 1'-0" 4SECTION DETAIL -STONE BASE DETAIL SCALE: 1 1/2" = 1'-0" 7SECTION DETAILS -RATED GLAZING SYSTEM
SCALE: 1 1/2" = 1'-0" 5SECTION DETAIL -STOREFRONT HEADER SCALE: 1 1/2" = 1'-0" 8SECTION DETAIL -HEADER 3 3 SCALE: 1 1/2" = 1'-0" 9SECTION DETAIL -PATIO THRESHOLD 4 2 CONSTRUCTION 04
FEB 2011 3 ADDENDUM 1 18 FEB 2011 4 ADDENDUM 2 02 MAR 2011 7 B.D. RESPONSES 11 APR 2011 10 CCD003 16 MAY 2011
LEVEL 03 128' -3 1/2" C PRECAST CONCRETE BEAM (RE: STRUCTURAL) THRU-WALL FLEXIBLE FLASHING STONE VENEER FULLY ADJUSTABLE MASONRY TIE 1" GROUT SPACE SEALANT & BACKER ROD, BOTH SIDES PAINTED
& GALV. STEEL CHANNEL HEADER (RE: STRUCTURAL) CIP CONCRETE TOPPING SLAB W/SNOWMELT, INTEGRAL COLOR AND STAMPED PATTERN 2" MIN. BOARD INSULATION (XPS), SLOPED TO DRAIN. CIP CONCRETE SLAB,
SLOPED TO DRAIN (RE: STRUCTURAL) PRECAST CONCRETE TEE (RE: STRUCTURAL) 3" STONE COPING SET IN MORTAR BED 1/8" /12" STAINLESS STEEL DOWELS, SEAL FLASHING PENETRATIONS WEEPS STEEL EMBED
(RE: STRUCTURAL) THRU-WALL FLEXIBLE FLASHING T&G WOOD CEILING ON FIRE RETARTED WOOD SLEEPERS. TYP. RUBBERIZED ASPHALT WATERPROOFING ASSEMBLY WEEPS RUN TRANSITION FLASHING UP WALL 1'
MIN ABOVE FLOOR LEVEL 2' -4" PAINTED & GALV. RAILING ASSEMBLY ATTACHED TO PRECAST CONCRETE BEAM 2" 2" COMPRESSIBLE FILLER W/SEALANT AT TOP OF JOINT SEALANT STEEL ANGLE STONE LEDGE RE:
STRUCTURAL FLEXIBLE FLASHING TIED INTO VERTICAL WATERPROOFING MEMBRANE T&G WOOD CEILING ON FIRE RETARTED PLYWOOD. ON GALV. MTL. FRAMING. TYP. 0' -0 1/2" 0' -0 1/2" 0' -0 1/2" CONT. VENT
AT WITH BUG SCREEN AT HORIZONTAL JOINTS. TYP. LEVEL 03 128' -3 1/2" 1/2" 3 3/4" CIP CONCRETE TOPPING SLAB W/SNOWMELT, INTEGRAL COLOR AND STAMPED PATTERN 2" BOARD INSULATION (XPS), SLOPED
TO DRAIN CIP CONCRETE SLAB, SLOPED TO DRAIN (RE: STRUCTURAL) PRECAST CONCRETE TEE (RE: STRUCTURAL) RUBBERIZED ASPHALT WATERPROOFING ASSEMBLY RUN TRANSITION FLASHING UP WALL 8" MIN ABOVE
FLOOR LEVEL BOARD INSULATION (XPS) CIP CONCRETE TOPPING SLAB AND CURB (RE: STRUCTURAL) 5/8" GWB (RE: A800 SERIES FOR FINISHES) LOOSE FILL INSULATION EXTERIOR GWB SHEATHING METAL WALL
PANEL HUNG FROM TOP OF PANEL (NOT SHOWN) CONTINUOUS WEATHERING STEEL Z-CLIP WITH PERFORATIONS @2" O.C., FASTEN CLIP TO METAL STUDS OR PRECAST CONCRETE WALL AT 16" O.C. CATERING PANTRY
309 LEVEL 03 -ROOF 136' -3 1/2" 3 3/4" 5/8" GWB (RE: A800 SERIES FOR FINISHES) METAL WALL PANEL HUNG FROM TOP OF PANEL USING CONTINUOUS WEATHERING STEEL Z-CLIP W/PERFORATIONS @2" O.C.,
FASTEN CLIP TO METAL STUDS OR PRECAST CONCRETE WALL @16" O.C. CONTINUOUS WEATHERING STEEL BREAK SHAPE TO FORM REVEAL ATTACHMENT OF CLIPS TO METAL WALL PANEL VIA STUD WELDED BOLTS AND
NUTS. 1/2" GAP, TYP FLEXIBLE FLASHING AT EACH HORIZONTAL Z-CLIP WEATHERING STEEL COPING ASSEMBLY ATTACHED TO STUD WALL /PRECAST CONCRETE WALL, SEAL ALL FASTENER PENETRATIONS 4" LIGHT
GAUGE METAL JOISTS (RE: STRUCTURAL) RUN ROOFING MEMBRANE UP AND OVER PARAPET AS SHOWN CONTINUOUS FLEXIBLE FLASHING 3 1/2" AIR BARRIER BOARD INSULATION (R-10, XPS) CATERING PANTRY 309
EVENT DECK 310 CONTINUOUS 2X3X3/8" WEATHERING STEEL ANGLE VERTICAL AT HINGE SIDE OF GATE FULLY GROUTED CMU CORE/PRECAST WALL (RE: STRUCTURAL) PAINTED & GALV. 1/2" DIA. X 4" EMBED POWERS
WEDGE-BOLT @24" O.C. MIN PAINTED & GALV. 8" X 3/8" STEEL PLATE (RE: STRUCTURAL) WEATHERING STEEL TUBE GATE FRAME WELDED TO STEEL ANGLE @HINGE WEATHERING STEEL ASSEMBLY SIM TO METAL WALL
PANEL SHROUD @ELEVATOR CORE PAINTED AND GALV. 6" BARREL HINGE WELDED TO GATE AND PLATE AT HINGE 2" 3 3/4" LEVEL 02 116' -3 1/2" 6" 6" DRAINAGE PAN ASSEMBLY: (EXTENT OF ASSEMBLY IS BELOW
EXISTING CONCRETE SLAB NOT SHOWN IN VIEW) • GALV. SHEET METAL PAN WITH 2" LIP • ON PAINTED AND GALV UNISTRUT SUPPORT RAILS • HUNG BY GALV. THREADED ROD SECURED TO CONCRETE SLAB ABOVE
• ALL SEAMS TO BE SEALED • PAINT ALL SIDES OF ASSEMBLY VISIBLE TO VIEW FROM BELOW • DRAINAGE AND DETAILED ASSEMBLY INFORMATION PER PLUMBING THRU-WALL FLEXIBLE FLASHING STONE VENEER FULLY
ADJUSTABLE MASONRY TIE 1" GROUT SPACE SEALANT & BACKER ROD W/WEEPS BITUMINOUS COATING ON GALV. STEEL ANGLE LINTEL TYP @BELOW GRADE LOCATIONS. ANGLE SUPPORTED BY PLATE WELDED TO EMBED
IN PRECAST CONCRETE WALL (RE: STRUCTURAL) CIP CONCRETE TOPPING SLAB W/SNOWMELT, INTEGRAL COLOR AND STAMPED PATTERN 2" BOARD INSULATION (XPS), SLOPED TO DRAIN CIP CONCRETE SLAB, SLOPED
TO DRAIN (RE: STRUCTURAL) ARCHITECTURAL PRECAST COPING W/DRIP, SLOPE TO DRAIN WEEPS THRU-WALL FLEXIBLE FLASHING RUBBERIZED ASPHALT WATERPROOFING ASSEMBLY RECONFIGURED AND REMOUNTED EXISTING
PAINTED & GALV. RAILING ASSEMBLY WELDED TO PRECAST CONCRETE WALL MTL STUD FRAMING LOOSE FILL INSULATION (R-20) GWB SEALANT AND JOINT FILLER AT EDGE OF CONCRETE SLAB SEALANT AND JOINT
FILLER AT EDGE OF CONCRETE SLAB 2" 5" BOARD INSULATION, (XPS, R-10) CONTINUE DOWN TO FOOTING FOUNDATION WATERPROOFING SYSTEM CONTINUE DOWN TO FOOTING, TYP. 2" INSULATED CEILING GRID
BELOW PAN. 7 A AIR BARRIER. EXTEND UP UNDER COLUMN BASE PLATE FULLY ADJUSTABLE MASONRY TIES 4" GROUT SPACE STONE VENEER PRECAST ARCHITECTURAL CONCRETE SILL W/1/2" DRIP. SLOPE TOP TO
DRAIN. AIR BARRIER. EXTEND DOWN OVER FLASHING 6" MIN. THROUGH WALL FLASHING TIMBER COLUMN W/MTL. BASE PLATE. (RE: STRUCTURAL) STEEL ANGLE. (RE: STRUCTURAL ) 1" CAULK JOINT W/BACKER ROD
TO ALLOW FOR MOVEMENT COMPRESSIBLE FILLER BETWEEN NEW AND EXISTING STRUCTURE. EXISTING GARAGE STRUCTURE NEW CONCRETE COLUMN (RE: STRUCTURAL) SEALANT 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 4/25/2011 10:57:47
AM 395 East Lionshead Circle Vail, Colorado 81657 A605 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 EXTERIOR DETAILS21064.20 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 1/2" = 1'-0" 1STONE WALL DETAIL @EXTERIOR LOBBY SCALE:
1 1/2" = 1'-0" 2WALL TRANSITION @SPLIT SLAB ROOF SCALE: 1 1/2" = 1'-0" 3METAL WALL PANEL @PARAPET SCALE: 1 1/2" = 1'-0" 4TRASH ENCLOSURE GATE JAMB DETAIL SCALE: 1 1/2" = 1'-0" 5STONE
WALL DETAIL @UPPER STAIR LANDING 3 3 3 SCALE: 1 1/2" = 1'-0" 6SECTION DETAIL -EXTERIOR COLUMN 7 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 4 7 7 7 8
1.2 1" EXPANSTION JOINT STEEL ANGLE STONE LEDGE. (RE: STRUCTURAL) STONE VENEER 1" GROUT JOINT THRU-WALL FLEXIBLE FLASHING WATERPROOFING MEMBRANE AIR BARRIER. LAP OVER FLASHING WEEPS
FULLY ADJUSTABLE MASONRY TIES 5/8" GWB PRECAST CONCRETE COLUMN (RE: STRUCTURAL) STEEL FRAME (RE: STRUCTURAL) 6" MTL. FRAMING ATTACHED TO STEEL FRAME STEEL ANGLE (RE: STRUCTURAL) 2' -0"
1.1 1" EXPANSTION JOINT STEEL ANGLE STONE LEDGE. (RE: STRUCTURAL) STONE VENEER 1" GROUT JOINT THRU-WALL FLEXIBLE FLASHING WATERPROOFING MEMBRANE AIR BARRIER. LAP OVER FLASHING WEEPS
FULLY ADJUSTABLE MASONRY TIES 5/8" GWB METAL COLUMN SPANING BETWEEN SPANDRAL PANELS (RE: STRUCTURAL) STEEL FRAME (RE: STRUCTURAL) 6" MTL. FRAMING ATTACHED TO STEEL FRAME STEEL ANGLE
(RE: STRUCTURAL) 0' -4" 0' -4" 0' -2" 0' -1 1/2" 2" EXPANSTION JOINT STONE VENEER AIR BARRIER. LAP OVER FLASHING FULLY ADJUSTABLE MASONRY TIES 5/8" GWB 6" MTL. FRAMING ATTACHED TO STEEL
FRAME EXISTING GARAGE NEW STRUCTURE LEVEL 03 128' -3 1/2" BB ALUMINUM FRAMED STOREFRONT SYSTEM AIR BARRIER. LAP OVER FLASHING THROUGH WALL FLEXIBLE FLASHING WEEPS BOARD INSULATION R:10
(XPS) FULLY ADJUSTABLE MASONRY TIES STONE VENEER 1" GROUT SPACE SEALANT & BACKER ROD ALUMINUM EXTENSION SUPPORT PLATE (Z-SHAPED) & WD SHIM. (BY STOREFRONT CONTRACTOR) AIR BARRIER. EXTEND
UP UNDER FLEXIBLE FLASHING. EXTEND UNDER BACKER ROD. ALUMINUM STOREFRONT HEAD RECEPTOR FILL WITH BATT INSULATION PAINTED AND GALV. STEEL CHANNEL HEADER. (RE: STRUCTURAL) 5/8" GWB 1"
METAL HAT CHANNEL PRECAST CONCRETE BEAM (RE: STRUCTURAL) 5/8" GWB 1" METAL Z-CLIP SEALANT BOARD INSULATION R:5 (XPS) ALUMINUM FRAMED STOREFRONT SYSTEM ALUMINUM EXTENSION SUPPORT PLATE
& WD SHIM. (BY STOREFRONT CONTRACTOR) SEALANT & BACKER ROD 4" 4 1/2" PREFINISHED METAL FLASHING TO MATCH STOREFRONT PRECAST ARCHITECTURAL CONCRETE SILL W/1/2" DRIP CONTINUOUS WATERPROOF
MEMBRANE W/DRIP. EXTEND UP UNDER STOREFRONT FRAME 3/4" PLYWOOD WOOD SILL WRAP AROUND DIFFUSER GRILL (RE: A800'S) AIR BARRIER. EXTEND UP UNDER STOREFRONT FRAME 3 5/8" METAL FRAMING 5/8"
GWB 2" 1' -5 1/4" MECH SILL DIFFUSER WOOD BASEBOARD (RE: A800'S) WOOD WALL BOARD (RE: A800'S) 7 1/4" 3 1/2" STOREFRONT SILL WITH INTEGRAL SILL FLASHING 3/4" 3' -2" MECH. DAMPER 0' -5
1/8" 0' -7 1/4" PLYWOOD BLOCKING SPAN BETWEEN STUDS AT EITHER SIDE OF THE DIFFUSER. 3 5/8" METAL FRAMING EITHER SIDE OF 6" DUCT BELOW DIFFUSER. CONCEALED ACCESS PANEL
W/CONCEALED LATCH. CENTER ON DUCT AND WINDOW ABOVE. COORDINATE LOCATION WITH ARCHITECT. 0' -5 1/8" 1.2 1" EXPANSTION JOINT STEEL ANGLE STONE LEDGE. (RE: STRUCTURAL) STONE VENEER 1" GROUT
JOINT THRU-WALL FLEXIBLE FLASHING WATERPROOFING MEMBRANE AIR BARRIER. LAP OVER FLASHING WEEPS 5/8" GWB STEEL FRAME (RE: STRUCTURAL) PRECAST WALL CAP COMPRESSIBLE FILLER 0' -1 3/4" 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 4/13/2011 8:56:22 AM 395 East Lionshead Circle Vail, Colorado 81657 A606 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 EXTERIOR DETAILS21064.20 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 1/2" = 1'-0" 1SECTION
DETAIL -EXPANSION JOINT SCALE: 1 1/2" = 1'-0" 3SECTION DETAIL -EXPANSION JOINT 7 SCALE: 1 1/2" = 1'-0" 2PLAN DETAIL -EXPANSION JOINT SCALE: 1 1/2" = 1'-0" 5SECTION DETAIL -LEVEL 3 STOREFRONT
HEAD /SILL @DIFFUSER SCALE: 1 1/2" = 1'-0" 4SECTION DETAIL -EXPANSION JOINT 7 B.D. RESPONSES 11 APR 2011
ALUMINUM FRAMED STOREFRONT SYSTEM ALUMINUM EXTENSION SUPPORT PLATE & WD SHIM. (BY STOREFRONT CONTRACTOR) 5/8" GWB. TYP. 1X CONTINUOUS BLOCKING LOOSE FILL INSULATION TYP. SEALANT & BACKER
ROD STAINED 1X WOOD BOARD BOARD INSULATION R:10 (XPS) PRESSURE TREATED 1X FURRING ATTACHED TO COLUMN AIR BARRIER EXTEND BACK UNDER STOREFRONT FRAMES. PRECAST CONCRETE WALL (RE: STRUCTURAL)
3/4" WOOD WALL BOARD (RE: A800'S) FLEXIBLE FLASHING. WRAP BOTH STOREFRONT FRAMES TO BACKER ROD. ADHERE TO AIR BARRIER. SEALANT STAINED 1X12 WOOD BOARD STAINED 1X WOOD BOARD SEALANT &
BACKER RODSEALANT & BACKER ROD STAINED 2X WOOD BOARD 3 5/8" METAL FRAMING 2 1/2" METAL FRAMING 3 5/8" METAL FRAMING 6" METAL FRAMING 2X CONTINUOUS WOOD BLOCKING ALUMINUM FRAMED STOREFRONT
SYSTEM ALUMINUM EXTENSION SUPPORT PLATE & WD SHIM. (BY STOREFRONT CONTRACTOR) 5/8" GWB. TYP. (RE: A800'S) 1X CONTINUOUS BLOCKING LOOSE FILL INSULATION TYP. SEALANT & BACKER ROD STAINED
1X WOOD BOARD BOARD INSULATION R:10 (XPS) PRESSURE TREATED 1X FURRING ATTACHED TO COLUMN AIR BARRIER EXTEND BACK UNDER STOREFRONT FRAME PRECAST CONCRETE WALL (RE: STRUCTURAL) FLEXIBLE
FLASHING. WRAP STOREFRONT FRAMES TO BACKER ROD. ADHERE TO AIR BARRIER SEALANT STAINED 1X12 WOOD BOARD CUT DOWN TO REQUIRED WIDTH SEALANT & BACKER ROD STAINED 2X WOOD BOARD 3 5/8" METAL
FRAMING 2 1/2" METAL FRAMING 6" METAL FRAMING PRESSURE TREATED 1X FURRING STAINED 2X12 WOOD BOARD PRESSURE TREATED 5/4X4 FURRING LOOSE FILL INSULATION TYP. ALUMINUM FRAMED STOREFRONT
SYSTEM TYP. ALUMINUM EXTENSION SUPPORT PLATE & WD SHIM. (BY STOREFRONT CONTRACTOR) TYP. STAINED 1X WOOD BOARD BOARD INSULATION R:7.5 (XPS) AIR BARRIER EXTEND BACK UNDER STOREFRONT FRAMES.
PRECAST CONCRETE WALL (RE: STRUCTURAL) 3/4" WOOD WALL BOARD (RE: A800'S) FLEXIBLE FLASHING. WRAP BOTH STOREFRONT FRAMES TO BACKER ROD. ADHERE TO AIR BARRIER. SEALANT. TYP. SEALANT &
BACKER ROD. TYP. STAINED 1X WOOD BOARDS ON 2" Z-CLIPS. USE WIDEST BOARD POSSIBLE 2X CONTINUOUS WOOD TO ELIMINATE JOINTS BLOCKING. TYP. 2X WOOD CONTINUOUS WOOD BLOCKING 2X WOOD CONTINUOUS
WOOD WOOD BLOCKING TYP. 3/4" PLYWOOD ON 2X CONTINUOUS BLOCKING PRECAST SILL BELOW 4 Z-CLIP AND WOOD FURRING AT BOARD JOINTS. CENTER ONE JOINT ON COLUMN AT EACH FACE. 4 1' -7 3/4" 1'
-8 5/8" 7 2.6 AA FIRE RATED ALUMINUM GLAZING SYSTEM PACK CAVITY WITH MINERAL WOOL SEALANT BOTH SIDES PREFINISHED METAL JAMB FLASHING W/CLEAT PRECAST SILL BELOW 5/8" GWB. PRECAST CONCRETE
PANEL (RE: STRUCTURAL) 3/4" PLYWOOD 3 5/8" METAL FRAMING LOOSE FILL INSULATION 2.5 AA GLUE LAMINATED COLUMN (RE: STRUCTURAL) FIRE RATED ALUMINUM GLAZING SYSTEM PACK CAVITY WITH MINERAL
WOOL SEALANT BOTH SIDES PREFINISHED METAL SILL BELOW. EXTEND FLASHING UP COLUMN TO COUNTERFLASHED CLEAT PREFINISHED METAL COUNTERFLASHED CLEAT BELOW. PAINTED STEEL PLATE. (RE: STRUCTURAL)
2.3 ALUMINUM FRAMED STOREFRONT SYSTEM ALUMINUM STOREFRONT JAMB RECEPTOR FILL WITH BATT INSULATION. SET IN BED OF SEALANT STAINED TIMBER COLUMN W/PAINTED AND GALV. STEEL KNIFE PLATE AT
COLUMN BASE. FASTENERS RECESSED AT INTERIOR SIDE OF COLUMN, TYP. (RE: STRUCTURAL) ARCHITECTURAL PRECAST CONCRETE SILL BELOW AIR BARRIER. WRAP UNDER STOREFRONT JAMB BOARD INSULATION R:10
(XPS) SEALANT & BACKER ROD STONE VENEER 5/8" GWB METAL FRAMING STONE VENEER LOOSE FILL INSULATION ALUMINUM FRAMED STOREFRONT SYSTEM ALUMINUM EXTENSION SUPPORT PLATE & WD SHIM. (BY STOREFRONT
CONTRACTOR) 3 FLEXIBLE FLASHING ADHERED TO AIR BARRIER. EXTEND TO BACKER ROD 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 4/13/2011 8:56:25 AM 395 East Lionshead Circle Vail, Colorado 81657 A611 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 EXTERIOR DETAILS -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: 1 1/2" = 1'-0" 1PLAN DETAIL -CORNER DETAIL SCALE: 1 1/2" = 1'-0" 2PLAN DETAIL -SW COLUMN SCALE: 1 1/2" = 1'-0"
3PLAN DETAIL -LEVEL 1 COLUMN DETAIL SHEET NOTES: 1. REFER TO THE A800 SERIES SHEETS FOR INTERIOR WALL FINISHES. EXTEND WOOD SILLS 3/4" PAST FACE OF FINISH U.N.O. SCALE: 1 1/2" = 1'-0"
4PLAN DETAIL -RATED GLAZING JAMB 1 SCALE: 1 1/2" = 1'-0" 5PLAN DETAIL -FIRE RATED GLAZING JAMB 2 SCALE: 1 1/2" = 1'-0" 6PLAN DETAIL -STOREFRONT CORNER 2 SCALE: 1 1/2" = 1'-0" 7PLAN DETAIL
-STOREFRONT JAMB @STONE 2 CONSTRUCTION 04 FEB 2011 3 ADDENDUM 1 18 FEB 2011 4 ADDENDUM 2 02 MAR 2011 7 B.D. RESPONSES 11 APR 2011
AA TRUSS BASE 138' -6 1/2" FROM EAVE TO FRONT FACE OF SNOWFENCE 2' -10" , TYP. 1' -0" TWO-PIECE SHEET METAL BOOT OVER ROOFING UNDERLAYMENT AT VERTICAL SNOWFENCE SUPPORTS LAP STRIP OF
ROOFING UNDERLAYMENT OVER SNOWFENCE BASEPLATE POWDER COATED STEEL SNOWFENCE (RE: STRUCTURAL) PAINTED AND GALV. EXPANDED METAL MESH PREFINISHED FLAT SEAM SHEET METAL ROOFING CONTINUOUS
ROOFING UNDERLAYMENT PREFINISHED FLAT SEAM SHEET METAL ROOFING LAP ROOFING UNDERLAYMENT OVER EDGE, PROVIDE WEEP SPACE HEAT TRACE SECURED BEHIND DRIP EDGE (RE: ELECTRICAL) CONTINUOUS
2X WOOD BLOCKING STAINED 2X12 WOOD FASCIA STONE VENEER FULLY ADJUSTABLE MASONRY TIE 1" GROUT SPACE BOARD INSULATION (R-10, XPS) AIR BARRIER PRECAST CONCRETE WALL (RE: STRUCTURAL) LOOSE
FILL INSULATION 5/8" GWB (RE: WALL TYPES) PAINTED BENT STEEL PLATE CONNECTION (RE: STRUCTURAL) SPRAY FOAM INSULATION METAL DOUBLE HEAD TRACK SEALANT STAINED 4X8 T&G WOOD DECKING (RE:
STRUCTURAL) 5/8" PLYWOOD SHEATHING (RE: STRUCTURAL) ROOFING SUBUNDERLLAYMEN BOARD INSULATION (R-60, ISO) 5/8" PLYWOOD SHEATHING (RE: STRUCTURAL) WATER-RESISTIVE MEMBRANE 2X4 VENTILATION
OVERFRAMING @24" O.C. (RE: STRUCTURAL) 3 5/8" 5/8" PLYWOOD SHEATHING (RE: STRUCTURAL) SEALANT & BACKER ROD PREFINISHED METAL DOWNSPOUT AIR BARRIER TO RUN CONTINUOUS TO ROOF DECK AS SHOWN,
FILL CAVITY WITH SPRAY FOAM INSULATION STAINED 1X WOOD TRIM 1/4" X 1/4" CONTINUOUS COPPER VENTILATION SCREEN RUN UNDERLAYMENTS DOWN TO VENTILATION SCREEN OVERFRAMING (RE: STRUCTURAL)
A620 3 6 1/2" PREFINISHED FLAT SEAM SHEET METAL ROOFING DRIP AND CLEAT 4 8 EPDM MEMBRANE AT ROOF GUTTER, RUN UP SLOPE 16" MIN. HEAT TRACE (RE: ELECTRICAL) SECURED TO GUTTER WITH FULLY
ADHERED EPDM STRIPS 24 GA. GALVANIZED SHEET METAL PAN PRIME PRIOR TO APPLYING EPDM FLASH CONNECTION TO DOWNSPOUT AT ALL ROOFING LAYERS PREFINISHED SHEET METAL CAP WITH DRIP EDGE AND
CLEAT (4" O.C.) SET IN BED OF SEALANT LAP EPDM, GALV. SHEET METAL PAN AND ROOFING UNDERLAYMENT OVER CURB RUN PREFINISHED FLAT SEAM METAL ROOFING UP CURB BEHIND OTHER WATERPROOFING LAYERS
RUN ROOFING UNDERLAYMENT UNDER ENTIRE ROOF CURB ASSEMBLY PRESSURE TREATED WOOD AND GALVANIZED STEEL CURB & CRICKET SECURED TO FRAMING BELOW (RE: STRUCTURAL) CRICKET ASSEMBLY TO SLOPE
ACROSS SLOE TO DRAIN HEIGHT DETERMINED BY FALL, SLOPE MIN. = .5% STRIP IN EDGE OF EPDM MEMBRANE WITH 6" ROOFING UNDERLAYMENT LAP FLAT SEAM METAL ROOFING OVER EPDM FORM LINE PARALLEL
WITH CURB USING CLEAT. SET CLEAT IN BED OF NON-SKINNING BUTYL RUBBER SEALANT. CLEAT 4" O.C. 4 4 4 PREFINISHED FLAT SEAM SHEET METAL ROOFING WITH DRIP AND CLEAT LAP ROOFING UNDERLAYMENT
OVER EDGE, PROVIDE WEEP SPACE STAINED 1X WOOD TRIM BOARD INSULATION (R-60, ISO) W/4X BLOCKING @48" O.C. (RE: STRUCTURAL) 5/8" PLYWOOD SHEATHING (RE: STRUCTURAL) WATER-RESISTIVE MEMBRANE
2X4 VENTILATION OVERFRAMING @19.2" O.C. (RE: STRUCTURAL) 5/8" PLYWOOD SHEATHING (RE: STRUCTURAL) 1/4" X 1/4" CONTINUOUS GALV. VENTILATION SCREEN INTERLOCK DRIP EDGE WITH FLAT SEAM ROOFING
PREFINISHED FLAT SEAM SHEET METAL ROOFING CONTINUOUS ROOFING UNDERLAYMENT OVER RIDGE 3 1/2" 0' -7" 1' -3 1/2" STAINED STAINED 4X8 T&G WOOD DECKING (RE: STRUCTURAL) 5/8" PLYWOOD SHEATHING
(RE: STRUCTURAL) ROOFING SUBUNDERLLAYMEN PREFINISHED SHEET METAL HEAD WALL FLASHING RUN ROOFING UNDERLAYMENT UP CURB 2X10 WOOD SLEEPER VERTICALLY ORIENTED NOTCHED FOR VENT AND ALIGNED
WITH RAFTERS BELOW 2X WOOD BLOCKING SHIMS 9" PAINTED AND GALV. STEEL TIE-OFFS, TYP AT RIDGES, FLASH ALL PENETRATIONS (RE: STRUCTURAL) 4 4 PREFINISHED FLAT SEAM SHEET METAL ROOFING LAP
ROOFING UNDERLAYMENT OVER EDGE, PROVIDE WEEP SPACE HEAT TRACE SECURED BEHIND DRIP EDGE (RE: ELECTRICAL) CONTINUOUS 2X WOOD BLOCKING STAINED 2X12 WOOD FASCIA OVERFRAMING (RE: STRUCTURAL)
CONTINUOUS 2X BLOCKING AT RAKE CURB, ALIGN TOP OF RAKE CURB WITH EAVE CURB. PROVIDE ADDITIONAL BLOCKING BELOW CURB (RE: STRUCTURAL) STAINED 4X8 T&G WOOD DECKING (RE: STRUCTURAL) 5/8"
PLYWOOD SHEATHING (RE: STRUCTURAL) ROOFING SUBUNDERLLAYMEN CAVITY OR BOARD INSULATION (R-60, ISO) 5/8" PLYWOOD SHEATHING (RE: STRUCTURAL) WATER-RESISTIVE MEMBRANE 2X4 VENTILATION OVERFRAMING
@24" O.C. (RE: STRUCTURAL) 5/8" PLYWOOD SHEATHING (RE: STRUCTURAL) LAP BARRIERS OVER EDGE TO DRAIN AS SHOWN LAP CONTINUOUS ROOFING UNDERLAYMENT OVER CURB OVERLAP PREFINISHED FLAT SEAM
SHEET METAL ROOFING WITH DRIP EDGE AND CLEAT AT EXTERIOR SIDE OF CURB AS SHOWN 1' -0" ALIGN TOP OF ALL CURBS 10" 3 PREFINISHED FLAT SEAM SHEET METAL ROOFING DRIP AND CLEAT 4 8 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 4/25/2011 10:57:49 AM 395 East Lionshead Circle Vail, Colorado 81657 A620 TOWN OF VAIL DEPARTMENT OF PUBLIC WORKS 1390 ELKHORN DRIVE VAIL, CO 81632 ALPINE ENGINEERING 34510 U.S.
6 UNIT-A9 DENVER, CO CIVIL ENGINEERINGROOF DETAILS 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 1/2" = 1'-0" 1COLD ROOF
EAVE DETAIL SCALE: 3" = 1'-0" 3INTEGRAL GUTTER DETAIL SCALE: 1 1/2" = 1'-0" 2COLD ROOF RIDGE DETAIL SCALE: 1 1/2" = 1'-0" 4ROOF RAKE EDGE DETAIL 3 2 CONSTRUCTION 04 FEB 2011 3 ADDENDUM
1 18 FEB 2011 4 ADDENDUM 2 02 MAR 2011 8 CCD002 25 APR 2011
1.2 PREFINISHED FLAT SEAM SHEET METAL ROOFING HEAT TRACE SECURED BEHIND DRIP EDGE (RE: ELECTRICAL) STAINED 2X12 WOOD FASCIA STAINED 4X8 T&G WOOD DECKING (RE: STRUCTURAL) 5/8" PLYWOOD
SHEATHING (RE: STRUCTURAL) WATER-RESISTIVE MEMBRANE 2X12 WOOD OVERFRAMING (RE: STRUCTURAL) 5/8" PLYWOOD SHEATHING (RE: STRUCTURAL) PREFINISHED METAL DOWNSPOUT CONTINUOUS 2X WOOD BLOCKING
(RE: STRUCTURAL) A620 3 SIM LAP ROOFING MEMBRANE OVER EAVE EDGE AS SHOWN STAINED GLUE-LAM TRUSS BEAM (RE: STRUCTURAL) CONTINUOUS ROOFING UNDERLAYMENT PAINTED AND GALVANIZED STEEL TIE-ROD
(RE: STRUCTURAL) PAINTED AND GALVANIZED STEEL PLATES W/DECORATIVE END CUTS (RE: STRUCTURAL) PAINTED AND GALVANIZED STEEL BOLTS AND WASHERS (RE: STRUCTURAL) STAINED GLUE-LAM BEAMS (RE:
STRUCTURAL) STAINED HEAVY TIMBER POSTS, ALIGN OUTSIDE OF POSTS AND BEAMS AS SHOWN (RE: STRUCTURAL) PAINTED AND GALV. STEEL WASHERS AND COLLARS (RE: STRUCTURAL) 3 4 4 PROVIDE WEEP AT
EVERY JOIST CAVITY 8 2X WOOD BLOCKING (RE: STRUCTURAL) REFER TO 1/A620 FOR COLD ROOF ASSEMBLY CONTINUOUS SEALANT BEAD TO FILL GAP AT TOP OF COUNTERFLASHING, HEM EDGES AS SHOWN RUN ROOFING
SUBUNDERLLAYMEN UP WALL 6" FASTENER W/NEOPRENE WASHER @12" O.C. ALONG COUNTERFLASHING PREFINISHED SHEET METAL COUNTERFLASHING PREFINISHED METAL JOINT FLASHING INTERLOCKED WITH PREFINISHED
FLAT SEAM SHEET METAL ROOFING 1' -0" 4 1/8" PAINTED BENT PLATE (RE: STRUCTURAL) CANT STRIP FLUSH OUT JOINT BETWEEN ADJOINING ROOFS RUN ROOFING SUBUNDERLLAYMEN UP BLOCKING AS SHOWN RUN
WATER-RESISTIVE BARRIER UP BLOCKING 2X BLOCKING AT AS SHOWN VALLEY CONTINUOUS ROOFING UNDERLAYMENT ADDITIONAL 36" WIDE ROOFING UNDERLAYMENT @VALLEY 1' -0" RUN HEAT TRACE 8'-0" UP VALLEY,
MIN. SECURE TO SNOWFENCE MESH (RE: ELECTRICAL) INTERLOCK PREFINISHED FLAT SEAM SHEET METAL ROOFING SPANNING VALLEY AS SHOWN 4 4 LEVEL 02 116' -3 1/2" 2.10 STONE VENEER FULLY ADJUSTABLE
MASONRY TIE 1" GROUT SPACE BOARD INSULATION (R-10, XPS) AIR BARRIER SHEET MEMBRANE ROOFING TAPERED BOARD INSULATION (R-60 MIN, ISO), SLOPE TO DRAIN 8 3/8" THRU-WALL FLEXIBLE FLASHING
RUN UP WALL MIN. 6" VRD CAMP ECOFUN 213 STONE LEDGE ANGLE. RE: STRUCTURAL 4 WEEPS PREFINISHED FLAT SEAM SHEET METAL ROOFING CONTINUOUS ROOFING UNDERLAYMENT OVER RIDGE 2X12 WOOD OVERFRAMING
(RE: STRUCTURAL) 2X WOOD RIDGE BOARD (RE: STRUCTURAL) STAINED 4X8 T&G WOOD DECKING (RE: STRUCTURAL) 5/8" PLYWOOD SHEATHING (RE: STRUCTURAL) WATER-RESISTIVE MEMBRANE PAINTED AND GALVANIZED
STEEL PLATES W/DECORATIVE END CUTS (RE: STRUCTURAL) PAINTED AND GALVANIZED STEEL BOLTS AND WASHERS (RE: STRUCTURAL) STAINED GLUE-LAM RIDGE BOARD (RE: STRUCTURAL) 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 4/25/2011
10:57:52 AM 395 East Lionshead Circle Vail, Colorado 81657 A621 TOWN OF VAIL DEPARTMENT OF PUBLIC WORKS 1390 ELKHORN DRIVE VAIL, CO 81632 ALPINE ENGINEERING 34510 U.S. 6 UNIT-A9 DENVER,
CO CIVIL ENGINEERINGROOF DETAILS 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 1/2" = 1'-0" 1ROOF EAVE DETAIL SCALE: 1 1/2" =
1'-0" 2ROOF-WALL TRANSITION DETAIL @FLAT SEAM METAL ROOF SCALE: 1 1/2" = 1'-0" 3ROOF VALLEY DETAIL SCALE: 1 1/2" = 1'-0" 4ROOF -WALL TRANSITION DETAIL @SHEET MEMBRANE ROOF SCALE: 1 1/2"
= 1'-0" 5ROOF RIDGE DETAIL 4 2 CONSTRUCTION 04 FEB 2011 3 ADDENDUM 1 18 FEB 2011 4 ADDENDUM 2 02 MAR 2011 8 CCD002 25 APR 2011
DN DN LEVEL 01 100' -0" LEVEL 02 116' -3 1/2" LEVEL 03 128' -3 1/2" LEVEL 03 -ROOF 136' -3 1/2" LEVEL 1 GARAGE 105' -3 5/8" 2.11 2.10 2.9 STAIR 212 HALL 113 MECH 211 CATERING PANTRY
309 GENERAL STORAGE 311 ELEC 111 STAIRS 125 STAIR 312 3 A700 3 A700 10 RISERS @+/-6 3/4" EA. 19 RISERS @+/16 3/4" EA. 21 RISERS @+/-6 3/4" EA. 3' -5" 2' -11" 2' -11" A720 2 A720 1 A720
4 CUH (RE MECH.) A720 3 CUH (RE MECH.) 8' -6" 8' -5 3/4" U415 SHAFTWALL ASSEMBLY 2 HR RATED CONSTRUCTION 2 HR RATED CONSTRUCTION 1 HR RATED CONSTRUCTION 2 HR RATED CONSTRUCTION 3 4 2.9
2.10 2.11 AA 2 A700 2 A700 HALL 113 ELEC 111 STAIRS 125 STAIR 1 112 3 A700 3 A700 1' -11" 4' -6" 1' -11" 1' -0" 4' -3 1/8" 9 TREADS @8'-3" A612 6 5' -9 3/4" 3' -9 1/4" 7 2.9 2.10 2.11
AA 2 A700 2 A700 STAIR 212 3 A700 3 A700 4' -6" CLR 1' -0" 18 TREADS @11" EA. 13 TREADS @11" EA. 5' -2" 1' -11" 4' -6" 4' -6" CLR 7 2' -10" 2.9 2.10 2.11 AA 2 A700 2 A700 GENERAL STORAGE
311 STAIR 312 3 A700 3 A700 1' -0" 20 TREADS @11" EA. 4' -10" 4' -6" CLR D D D 1' -6" 2 1/8" 7 2.10 2.10 2.11 AA 1 A251 1 A251 2 A700 2 A700 STAIRS 125 STAIR 1 112 HALL 113 1' -11" 18
TREADS @11" EA. 7 AA 2 A700 2 A700 GENERAL STORAGE 311 STAIR 312 STAIR 212 STAIR 1 112 ELEC 111 1 HR RATED CONSTRUCTION 2 HR RATED CONSTRUCTION 2 HR RATED CONSTRUCTION 7 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 4/13/2011
8:56:29 AM 395 East Lionshead Circle Vail, Colorado 81657 A700 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 STAIR 01 -PLAN, SECTION & ELEVATION 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" 2STAIR 01
LONGITUDINAL SECTION SCALE: 1/4" = 1'-0" 1STAIR 01 -LEVEL 01 SCALE: 1/4" = 1'-0" 5STAIR 01 -LEVEL 02 SCALE: 1/4" = 1'-0" 6STAIR 01 -LEVEL 03 SCALE: 1/4" = 1'-0" 4STAIR 01 -LEVEL GARAGE
SCALE: 1/4" = 1'-0" 3STAIR 01 CROSS SECTION SEE SHEETS G100, G101 & G102 FOR FIRE RATED ASSEMBLY REQUIREMENTS AT STAIR PLANS RE: A800 SERIES SHEETS FOR STAIR FINISHES 2 CONSTRUCTION
04 FEB 2011 3 ADDENDUM 1 18 FEB 2011 4 ADDENDUM 2 02 MAR 2011 7 B.D. RESPONSES 11 APR 2011
DN DN CB 2 A702 2' -1" 1' -0" 2' -1" 1' -0" 1' -3" 5' -0" 5 A720 14 TREADS @1'-11" EA. 17 TREADS @1'-11" EA. 4 A702 6 A720 EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ 17' -8 3/4" 20' -4 3/8"
1' -6 7/8" 13' -6 1/8" LEVEL 01 100' -0" LEVEL 02 116' -3 1/2" LEVEL 1 GARAGE 105' -3 5/8" C B 10 RISERS @6 3/8" EA. 2' -11" 2' -11" 2' -11" 2' -11" 2' -11" 15 RISERS @5 3/4" EA. 15
RISERS @5 5/8" EA. 5 A720 3' -8 7/8" 3" PRECAST COPING 4" SNOWMELTED TOPPING OVER RUBBERIZED ASPHALT WATERPROOFING ASSEMBLY OVER CONCRETE STRUCTURAL STAIR. (RE. CIVIL, STRUCTURAL) 3
CIP CONCRETE STAIR (RE: STRUCTURAL) EXTEND WATER PROOFING MEMBRANE UP EXISTING FACE OF BEAM RETROFIT WATER STOP RE: SPEC. UNDER SLAB VAPOR BARRIER TYP. AT SLAB ON GRADE 7 1' -11" 9 TREADS
@11" EA. 1' -0" 2 A702 LEVEL 01 100' -0" LEVEL 02 116' -3 1/2" LEVEL 1 GARAGE 105' -3 5/8" B C WATER ENTRY 121 6 A720 2' -1" HANDRAIL EXTENSION 1' -0" HANDRAIL EXTENSION 3" STONE COPING
PAINTED AND GALV STEEL GUARDRAIL SIM TO RAILING TYPE 1, OMIT BALUSTER, ADD HANDRAIL RECESSED STEP LIGHTS, ALIGN WITH CENTERLINE OF STAIR TREAD BELOW RE: ELEC TYP. 1' -2" 3 1 A606 4 A606
3 A606 UNDER SLAB VAPOR BARRIER TYP. AT SLAB ON GRADE 7 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 4/13/2011 8:56:33 AM 395 East Lionshead Circle Vail, Colorado 81657 A702 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 STAIR -PLAN, SECTION & ELEVATION 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" 1EXTERIOR STAIR 3 SCALE: 1/4" = 1'-0" 2EXTERIOR STAIR 3 AND ELEV MACHINE ROOM STAIR SECTION 1 SCALE: 1/4" = 1'-0" 3ELEVATOR
MECH STAIR -LEVEL 1 SCALE: 1/4" = 1'-0" 4EXTERIOR STAIR 3 AND ELEV MACHINE ROOM STAIR SECTION 2 4 4 2 CONSTRUCTION 04 FEB 2011 3 ADDENDUM 1 18 FEB 2011 4 ADDENDUM 2 02 MAR 2011 7 B.D.
RESPONSES 11 APR 2011
BB GAS LOG SET RE: SPEC 3" THICK FULLY GROUTED STONE HEARTH WAITING AREA 109 2.7 5 A730 5 A730 6 A730 6 A730 MASONRY FIREBOX BACKUP 16' -4" 3' -0" 2' -8" 12" FLUE ABOVE, DASHED IN STONE
VENEER, TYP AT FIREPLACE (ST-01) STONE SURROUND (ST-03) 16'-2" TO CENTER OF RADIUS 10 3/4" STONE VENEER ON 3/4" PLYWOOD ON 6" MTL STUD BACKING 10 1/8" 7 1/2" 7 1/2" 0' -5" 1' -11" R
2' -2" R 19' -6" 2.7 5 A730 5 A730 6 A730 6 A730 9 1/2" 9' -0" 3' -8" 6' -4" 4" 4' -2" 9" METAL FLUE FROM LEVEL 01 FIREPLACE 4' -0" 1' -0" RE: SPEC FOR FIREPLACE INSERT RE: STRUCT FOR
BRACE FRAME 10 LEVEL 01 100' -0" LEVEL 02 116' -3 1/2" LEVEL 03 128' -3 1/2" LEVEL 1 GARAGE 105' -3 5/8" 7 A357 6 A730 6 A730 3 A730 EVENT /EXHIBIT SPACE 308 KITCHEN 209 VRD CAMP ECOFUN
213 HALL 110 T.O. RIDGE 148' -1 3/8" FULLY GROUTED 10" STONE CAP (ST-03) SLOPE TO DRAIN 1' -6" RE: STRUC FOR BRACED SUPPORT 2 A730 CONTINUOUS WOOD BLOCKING TO CREATE A STONE LEDGE (RE:
STRUCTURAL) CRICKET TO SLOPE WATER AWAY FROM STONE VENEER. FLASH ROOFING SYSTEM INTO STONE VENEER WITH MANUFACTURERS RECOMMENDED DETAILS HEAVY TIMBER HEADER (RE: STRUCTURAL) FLASH ROOFING
SYSTEM INTO STONE VENEER SYSTEM WITH MANUFACTURERS RECOMMENDED DETAILS 3 3 CLEAR 2' -10" 4 4 STORM COLLAR, TYP AT CHIMNEY PENETRATIONS 7 10 LEVEL 01 100' -0" LEVEL 02 116' -3 1/2" LEVEL
03 128' -3 1/2" 7 A357 2.7 WOMENS 117 WAITING AREA 109 VRD CAMP ECOFUN 213 EVENT /EXHIBIT SPACE 308 CATERING PANTRY 309 STONE FIREPLACE MANTEL STONE HEARTH AND BASE 12" DIA CLASS "A"
INSULATED METAL CHIMNEY, UL103 FIXED GLASS PANEL STONE VENEER COORDINATE FLUE PENETRATIONS WITH STRUCTURE 3 A730 STONE FIREPLACE MANTEL 1' -3" 2' -4 1/2"GAS FIREPLACE INSERT RE: SPEC
STONE HEARTH AND BASE T.O. RIDGE 148' -1 3/8" 1' -5" MIN OPENING VENTILATED BRAKE METAL CHASE PAN, SLOPE MIN. 1/2" PER FOOT TO DRAIN, INCLUDE 2" WELDED COLAR AROUND PIPE OPENINGS, TYP
VENTILATION PER MANF. RECOMMENDATIONS 2 A730 FLASH ROOFING SYSTEM INTO STONE VENEER WITH MANUFACTURERS RECOMMENDED DETAILS. BOTH SIDES HEAVY TIMBER HEADER (RE: STRUCTURAL) 3 MASONRY
ADAPTOR PLATE FOR METAL FLUE EXPANDED MTL SCREEN, 1/2" SQUARE OPENING ATTACHED W/MTL ANGLES, (PT-10), TYP ALL SIDES BRAKE METAL TURN DOWN, DRIP EDGE 4 4 3' -9" CLEAR 5' -3 1/2" HERRINGBONE
BRICK LINER 4 "ENERVEX" RS 009 CHIMNEY FAN W/ADC 100 FAN CONTROL AND MECHANICAL FIREPLACE DAMPER, RE: SPEC 4 METAL DIVIDER PLATE TS345 SQUARE TERMINATION CAP 7 4 1/2"1' -8 1/2" 10 10
10 0' -9" 1' -3" 2' -11" 2' -3 3/4" 3" TYP. 10 2.7 5 A730 5 A730 6 A730 6 A730 R 5' -4" ALIGN WITH STONE VENEER WALL BELOW 11' -3" 2' -0 3/4" MAINTAIN 2 HR RATING @FLOOR PENETRATION
3' -2" 10 STONE MANTLE 2.7 5 A730 5 A730 6 A730 6 A730 ONE-PIECE STONE PILLARS WITH PAINTED AND GALV. STEEL ANGLE SUPPORTS 6" STONE COPING FLUES PENETRATION STACK VENT BELOW (RE: PLUMBING)
6' -10" 4' -5 1/4" PAINTED AND GALV. STEEL SUPPORT FOR EXPANDED METAL MESH 20" MIN CLEAR BETWEEN FLUES 4 METAL DIVIDER PLATE FLUES PENETRATION 7 11" 10 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 5/16/2011 1:25:19
PM 395 East Lionshead Circle Vail, Colorado 81657 A730 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 FIREPLACE PLAN, SECTION & ELEVATION 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: 1/2" = 1'-0" 1ENLARGED FIREPLACE/FLUE
PLAN -LEVEL 01 AREA C SCALE: 1/2" = 1'-0" 4ENLARGED FIREPLACE/FLUE PLAN -LEVEL 03 SCALE: 3/8" = 1'-0" 5FIREPLACE FLUE ROUTING SECTION SCALE: 3/8" = 1'-0" 6FIREPLACE FLUE ROUTING SECTION
2 SCALE: 1/2" 2" = 1'-0" 3ENLARGED FIREPLACE/FLUE PLAN -LEVEL 01B SCALE: 3/8" = 1'-0" 2ENLARGED CHIMNEY PLAN NOTE: GC TO VERIFY CLEARANCE OF FLUE TERMINATIONS TO EACH OTHER AND TO THE
STONE SURROUND. VERIFY CLEARANCES BOTH VERTICALLY AND HORIZONTALLY WITH MANUFACUTURER PRIOR TO INSTALLATION OF FLUE AND FLUE TERMINATION. 2 CONSTRUCTION 04 FEB 2011 3 ADDENDUM 1 18 FEB
2011 4 ADDENDUM 2 02 MAR 2011 7 B.D. RESPONSES 11 APR 2011 10 CCD003 16 MAY 2011 10
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 4/13/2011 8:56:41 AM 395 East Lionshead Circle Vail, Colorado 81657 A801 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 ROOM FINISH 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 ROOM FINISH
SCHEDULE NUMBER NAME LEVEL BASE FINISH FLOOR FINISH WALL FINISH NORTH SOUTH EAST WEST CEILING FINISH 101 VESTIBULE LEVEL 01 WD-01 MTL-GRATE/RFL-01 PT-01 PT-01 PT-01 PT-01 PT-01 102 VESTIBULE
LEVEL 01 WD-01 MTL-GRATE/RFL-01 WD-01 WD-01 WD-01/ST-01 WD-01/ST-01 PT-03/PT-01 103 INFO CENTER LEVEL 01 WD-01 CPT-01/RFL-01 PT-01/WD-02 PT-01/WD-02 PT-01/WD-02 PT-01 PT-03/PT-01 104
STORAGE LEVEL 01 RB-01 CONC/S PT-01 PT-01 PT-01 PT-01 -105 STORAGE LEVEL 01 RB-01 CONC/S PT-01 PT-01 PT-01 PT-01 -106 STAIR 2 LEVEL 01 WD-01 RFL-01 PT-01 -PT-01 PT-01 PT-01 107 SHELL
SPACE LEVEL 01 ----PT-01 PT-01/WD-01 PT-03/PT-01 109 WAITING AREA LEVEL 01 WD-01 RFL-01/RFL-02/RFL-03 PT-01 WD-01 ST-01/WD-02 -PT-03 110 HALL LEVEL 01 WD-01 RFL-01 PT-01 PT-01 PT-01
-PT-01 111 ELEC LEVEL 01 RB-01 CONC/S PT-01 PT-01 PT-01 PT-01 -112 STAIR 1 LEVEL 01 WD-01 RFL-01 PT-01 PT-01 PT-01 PT-01 PT-01 113 HALL LEVEL 01 WD-01 MTL-GRATE/RFL-01 PT-01/WD-01 PT-01/WD-01
PT-01/WD-01 PT-01/WD-01 PT-03/PT-01 114 PUBLIC LOCKER LEVEL 01 TL-02 TL-01/TL-02/TL-03 PT-02 PT-02 PT-02 PT-02 PT-02 115 MENS LEVEL 01 TL-01 TL-01/TL-02/TL-03 TL-01/PT-01 TL-01/PT-01
TL-01/PT-01 01 TL-01/PT-01 PT-01 116 FAMILY LEVEL 01 TL-01 TL-01/TL-02/TL-03 TL-01 TL-01 TL-01 TL-01 PT-01 116A CUSTODIAL LEVEL 01 RB-01 TL-01/TL-02/TL-03 FRP-01/PT-01 FRP-01/PT-01 FRP-01/PT-01
FRP-01/PT-01 PT-01 117 WOMENS LEVEL 01 TL-01 TL-01/TL-02/TL-03 TL-01/PT-01 TL-01/PT-01 TL-01/PT-01 TL-01/PT-01 PT-01 121 WATER ENTRY LEVEL 1 GARAGE -CONC/S PT-04 PT-04 PT-04 PT-04 -122
ELEV MECH ROOM Not Placed -CONC/S PT-04 PT-04 PT-04 PT-04 -123 HOST SKI STORAGE LEVEL 1 GARAGE TL-08 TL-08 PT-04 PT-04 PT-04 PT-04 -125 STAIRS LEVEL 1 GARAGE RB-02 RFL-03 PT-05 PT-05
PT-05 PT-05 PT-05 127 STORAGE LEVEL 1 GARAGE -CONC/S PT-04 PT-04 PT-04 PT-04 -128 TRASH/RECYCLING LEVEL 01 -------129 IT ROOM LEVEL 01 -CONC/S PT-04 PT-04 PT-04 PT-04 -130 STORAGE LEVEL
01 -CONC/S PT-04 PT-04 PT-04 PT-04 -131 H.S. RESTROOM LEVEL 01 TL-08 TL-08 PT-08 PT-08 PT-08 PT-08 ACT 132 HALL LEVEL 01 TL-08 TL-08 PT-04 PT-04 PT-04 PT-04 -201 VRD IMAGINATION STATION
LEVEL 02 RB-02 CPT-02 PT-06 PT-06 POLY-01/02 PT-06 VARIES: SEE RCP 202 MECH LEVEL 02 RB-02 CONC/S PT-PT-05 PT-05 PT-05 PT-05
-203 OFFICE LEVEL 02 RB-02 CPT-02 POLY-01/02 PT-06 PT-06 POLY-01/02 -204 OFFICE LEVEL 02 RB-02 CPT-02 PT-06 POLY-01/02 PT-06 POLY-01/02 -205 OFFICE LEVEL 02 RB-02 CPT-02 PT-06 POLY-01/02
PT-06 PT-06 -206 OFFICE LEVEL 02 RB-02 CPT-02 POLY-01/02 PT-06 PT-06 PT-06 ACCOUSTIC CLOUD 207 UNISEX -ADULTS LEVEL 02 TL-02 TL-01/TL-02/TL-03 PT-08 PT-08 PT-08 PT-08 PT-08 207A JAN
CLOSET LEVEL 02 RB-01 CONC/S FRP-01/PT-01 FRP-01/PT-01 FRP-01/PT-01 FRP-01/PT-01 -208 UNISEX -CHILDREN'S LEVEL 02 TL-02 TL-01/TL-02/TL-03 PT-08 PT-08 PT-08 PT-08 PT-08 209 KITCHEN LEVEL
02 TL-09 TL-08 TL-09/TL-10/PT-06 PT-06 TL-09 TL-10/PT-06 -210 IT/STORAGE LEVEL 02 RB-01 CONC/S PT-05 PT-05 PT-05 PT-05 -211 MECH LEVEL 02 RB-01 CONC/S PT-05 PT-05 PT-05 PT-05 -212 STAIR
LEVEL 02 RB-02 RFL-03 PT-05 PT-05 PT-05 PT-05 PT-05 213 VRD CAMP ECOFUN LEVEL 02 RB-02 CPT-01/FC-02 PT-06/PT-08 PT-06 PT-06 PT-06 VARIES: SEE RCP 301 EVENT /EXHIBIT VESTIBULE LEVEL 03
TL-02 TL-01/TL-02 PT-09 WD-01 ST-01/WD-02 PT-09/302 VESTIBULE LEVEL 03 TL-TL-02 TL-01/TL-02 -WD-02 PT-09 PT-09 WD-02 303 WOMENS LEVEL 03 TL-01 TL-01 TL-01/PT-01 TL-01/PT-01 TL-01/PT-01
TL-01/PT-01 PT-01 304 MENS LEVEL 03 TL-01 TL-01 TL-01 TL-01 TL-01 TL-01 PT-01 305 JAN. CLOS. LEVEL 03 RB-01 CONC/S FRP-01/PT-05 FRP-01/PT-05 FRP-01/PT-05 FRP-01/PT-05 -306 COAT CLOSET
LEVEL 03 WD-01 CPT-03 PT-09/WD-02 WD-01 PT-09 PT-09 PT-09 308 EVENT /EXHIBIT SPACE LEVEL 03 WD-01/WD-02 CPT-03 PT-09 WD-01 ST-01/WD-02 WD-02 PT-03 309 CATERING PANTRY LEVEL 03 TL-02
TL-01 FRP-01 FRP-01 FRP-01 FRP-01 -310 EVENT DECK LEVEL 03 311 GENERAL STORAGE LEVEL 03 RB-02 CONC/S PT-05 PT-05 PT-05 PT-05 -312 STAIR LEVEL 03 RB-02 RFL-03 PT-05 PT-05 PT-05 PT-05
PT-05 313 IT CLOSET LEVEL 03 RB-02 CPT-03 PT-09 PT-09 PT-09 PT09 PT-09 ROOM FINISH SCHEDULE PROJECT: VAIL LIONSHEAD TRANSIT CENTER VAIL, COLORADO PROJECT #: 21064.20 NOTE: 1. ALL LEVEL
01 SPACES TO HAVE KNOCKDOWN TEXTURED FINISH AT ALL FINISH WALL SURFACES TO BE PAINTED 2. REFER TO ALL RESTOOM ELEVATIONS FOR TILE WAINSCOTING LOCATIONS. PAINT WALL SURFACES ABOVE ABOVE
THE TILE PER THE SCHEDULE. 3 3 34 7 2 CONSTRUCTION 04 FEB 2011 3 ADDENDUM 1 18 FEB 2011 4 ADDENDUM 2 02 MAR 2011 7 B.D. RESPONSES 11 APR 2011
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 INFO CENTER 103 ELEV. 01 100 SHELL SPACE 107 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 STORAGE 104 STORAGE 105 24 2 2.7 SLOPE FLOOR TO DRAINS SLOPE FLOOR TO DRAIN SLOPE
FLOOR TO DRAIN WATER ENTRY 121 HOST SKI STORAGE 123 IT ROOM 129 STORAGE 130 A802 2 A802 3 A802 4 SEE ENLARGED PLANS FOR TILE PATTERN FINISHES BY TENANT 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 HALL 132 ELEV MECH ROOM 122 STORAGE 127 1.4 8 4" 4' -8" 7' -2 1/2" MTL-GRATE
RFL-01 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 MTL-GRATE RFL-015 A802 RFL-01 2.1 BB 7' -10" 7' -1"
F.D. COORDINATE W/MEP RFL-01 MTL-GRATE MTL-GRATE RFL-01 VESTIBULE 101 INFO CENTER 103 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 4/25/2011 10:57:58 AM 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
DN UP 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 A820 1 23 A OFFICE 203 OFFICE 206 OFFICE 205 UNISEX -ADULTS 207 UNISEX -CHILDREN'S 208 VRD CAMP ECOFUN 213 KITCHEN
209 MECH 211 STAIR MECH 212 202 ELEV. 02 -MECHANICAL ROOF DECK EXISTING LIONSHEAD PARKING GARAGE LEVEL 2 SOUTH IT/STORAGE 210 OFFICE 204 EXISTING NEW 2.12 2.13 CPT-02 B FC-01 CPT-02
FC-01 TL-01 TL-01 FC-01 FC-01 FC-01 FC-01 VRD IMAGINATION STATION 201 FC-01 A821 3 FC-01 TL-08 CONC/S CONC/S RFL-01 CONC-01 CONC/S A821 12 2.7 SLOPE FLOORS TO DRAIN SEE ENLARGED PLANS
FOR TILE PATTERN @RESTROOMS CPT-02 CONC-01 EXISTING NEW 1. TRANSITIONS AT FLOOR FINISHES THIS AREA TO HAVE RUBBER TRANSITION STRIP, U.N.O. 12' -0" 3' -9" 26' -0" 4 1.4 A846 1 A847 1
3 3 A848 1 3 3 3 3 4 8 10 POURED CONCRETE SLAB ADHESIVE PER MANF. RUBBER FLOORING RFL-01 RUBBER TRANSITION, FINISH TO BE SELECTED BY ARCH. SEALED CONC. SLAB POURED CONCRETE SLAB ADHESIVE
PER MANF. CARPET RE: SCHEDULE RUBBER TRANSITION, FINISH TO BE SELECTED BY ARCH. SEALED CONC. SLAB POURED CONCRETE SLAB ADHESIVE PER MANF. CARPET RE: SCHEDULE RUBBER TRANSITION, FINISH
TO BE SELECTED BY ARCH. LINOLEUM RE: SCHEDULE ADHESIVE PER MANF. POURED CONCRETE SLAB THINSET/GROUT PER MANF., FINISH TO BE SELECTED BY ARCHITECT TILE RE: SCHEDULE RUBBER TRANSITION,
FINISH TO BE SELECTED BY ARCH. LINOLEUM RE: SCHEDULE ADHESIVE PER MANF. POURED CONCRETE SLAB ADHESIVE PER MANF. RUBBER FLOORING RFL-01 RUBBER TRANSITION, FINISH TO BE SELECTED BY ARCH.
ADHESIVE PER MANF. CARPET RE: SCHEDULE 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 5/16/2011 1:25:22 PM 395 East Lionshead Circle Vail, Colorado 81657 A803 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 02 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 02 SCALE: 3" = 1'-0" 2TRANSITION -TYP. AT RUBBER TO CONCRETE SCALE: 3" = 1'-0" 3TRANSITION -TYP. AT CARPET TO CONCRETE
SCALE: 3" = 1'-0" 5TRANSITION -TYP. AT CARPET TO LINOLEUM SCALE: 3" = 1'-0" 6TRANSITION -TYP. AT LINOLEUM TO TILE 3 SCALE: 3" = 1'-0" 4TRANSITION -TYP. AT RUBBER TO CARPET 2 CONSTRUCTION
04 FEB 2011 3 ADDENDUM 1 18 FEB 2011 4 ADDENDUM 2 02 MAR 2011 8 CCD002 25 APR 2011 10 CCD003 16 MAY 2011
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 2 A833 1 43 A EVENT /EXHIBIT SPACE 308 CATERING PANTRY 309 EVENT /EXHIBIT VESTIBULE 301 WOMENS 303 ELEV. 01 300 EXISTING
LIONSHEAD PARKING GARAGE MENS 304 JAN. CLOS. 305 COAT CLOSET 306 EVENT DECK 310 INTEGRALLY COLORED CONC TOPPING SLAB WITH SNOWMELT WITH FLR DRAIN. panel A A831 35 2.12 B 4 TL-01 CPT-03
CPT-03 TL-01 CPT-03 CONC-RE: SPEC 2.7 SLOPE FLOORS TO DRAIN TL-01 TL-01 CONC/S GENERAL STORAGE 311 STAIR 312 CONCRR SPEC RFL-03 CONCRR SPEC CONC/S TL-02 6" BORDER A842 3SEE ENLARGED
PLANS FOR TILE PATTERN (A842) 1. TRANSITIONS AT FLOOR FINISHES THIS AREA TO HAVE ALUMINUM TRANSITION STRIP, U.N.O. 2'X2' STAMPED CONC PATTERN COORDINATE W/SNOWMELT SYSTEM 1.4 4 4 4 7
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 4/13/2011 8:56:44 AM 395 East Lionshead Circle Vail, Colorado 81657 A804 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 03 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 03 2 CONSTRUCTION 04 FEB 2011 4 ADDENDUM 2 02 MAR 2011 7 B.D. RESPONSES 11 APR 2011
1.3 2.1 AA BB A810 4 5 3 2 A811 10 A811 8 A817 2 A811 11 A817 3 9 B INFO CENTER 103 STORAGE 104 STORAGE 105 VESTIBULE 101 ELEV. 01 100 7' -3" 14' -0" 3' -7 3/4" 3' -8 1/4" 8' -8" A811
5 7 A817 1 6 1' -9" 6' -4" 1' -11 3/4" 3' -8" 1' -4 1/4" 1' -9" 1' -0" ELEV. 02 -1' -7" 5' -7" 3 3/4" 1' -3" 6' -1 1/2" 1' -4" 2' -6" A871 4 1' -6" 9" 4" 1' -5" 7' -0" A871 5 10' -6"
5' -2 3/4" 3 1.4 A51019 GROMMET 1' -6" 1' -6" 4" 1' -1" 1' -1" 4" GROMMET 3 1' -6" 1' -6" GROMMET 4" 3 10 LEVEL 01 100' -0" VESTIBULE 101 STUB OUT TO FUTURE T.V./TOUCHSCREEN RE: ELEC
8' -4" 6 3/8" BUILT UP WD HEADER (WD-01) 9 1/4" PT-01 1X8 WD BASE (WD-01) 1' -6" 1.4 W 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 5/16/2011 1:25:25 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
2.2 2.3 2.4 2.5 2.6 SHELL SPACE TO BE FINISHED BY TENANT WOOD WAINSCOT (WD-01) 1X8 WD STILE TYP, ALL CORNERS PT-01 TYP, AT ALL EXPOSED GWB SURFACES AT LEVEL 01 WAITING AREA PT-01 CFCI,
FINISHES TYP. 7 1/4" A871 2 SIM 4 10 10 0' -3 1/2" 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 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 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" 3 5/8" 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 5/16/2011 1:25:29 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
LEVEL 01 100' -0" OPEN TO PUBLIC LOCKERS BEYOND PT-01 WD-01 DRINKING FOUNTAIN INCLUDE CARAFE FILLER OPTION WITH ONE 8X10 WOOD HEADER, W.O. (WD-01) OPEN TO STAIRS SPOUT HEIGHT 36" MAX.
3' -5" 3 CABINET UNIT HEATER RE: MECH 3 7 LEVEL 01 100' -0" LEVEL 01 100' -0" 3' -6" OPEN TO HALL BEYOND 4 1/4" PT-01 WD-01 LEVEL 01 100' -0" 5' -0" MOP SINK MOP RACK 3 FRP -01 TYP.
@ALL 4 WALLS 4' -0" LEVEL 01 100' -0" 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 4/13/2011 8:56:46 AM 395 East Lionshead Circle Vail, Colorado 81657 A813 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" 3113 HALL -E SCALE: 3/8" = 1'-0" 4113 HALL -N SCALE: 3/8" = 1'-0" 1113 HALL -W SCALE: 3/8" = 1'-0" 5116A CUSTODIAL -WEST SCALE: 3/8" = 1'-0" 2113 HALL
-S 2 CONSTRUCTION 04 FEB 2011 3 ADDENDUM 1 18 FEB 2011 7 B.D. RESPONSES 11 APR 2011
2.8 2.9 BB CLR 5' -0 1/2" 6' -3" CLR F.O. GWB 5' -8 1/4" 4' -0" 1" 1' -6" CUSTODIAL 116A WOMENS 117 FAMILY 116MENS 115 CLR 5' -0" A814 45 3 2 5 A813 8 A815 6 5 7 A815 3 1 4 2 CLR 1'
-8" CLR 1' -8" 1' -8" 1' -8" 10 1/2" 1' -9 1/2" 1' -9 1/2" 10 1/2" ELECTRIC HAND DRYER ELECTRIC HAND DRYER FLOOR MOUNTED STAINLESS STEEL TOILET PARTITIONS (TYP U.N.O.) BABY CHANGING
STATION CHILD PROTECTION SEAT STAINLESS STEEL TOILET PARTITIONS (TYP) BABY CHANGING STATION CHILD PROTECTION SEAT ELECTRIC HAND DRYER BABY CHANGING STATION 2' -0" CLR. 2' -0" 4' -4"
F.O. GWB. CLR 6' -3" CLR 3' -0" 2' -2" FLOOR DRAIN FLOOR DRAIN FLOOR DRAIN2' -1" 1" 2' -1" 1 A841 3' -0 1/2" 1' -8" EQ EQ EQ EQ EQ EQ CLR 1' -9" 3' -0 1/2" 2' -3 3/8" CLR 3' -0" 4' -0"
2.7 MOP SINK F.O. GWB. 5' -1" F.O. GWB. 2' -8 1/4" FACE OF GWB ON GRID F.O. GWB. 5' -0 5/8" F.O. GWB. 9' -10 1/4" F.O. GWB. 1' -8 1/4" F.O. GWB. 10' -8 1/8" F.O. GWB. 3' -0 1/4" 7 CLEAR
(CLR) DIMENSIONS ARE FROM FACE OF FINISH. TYP. F.O. GWB 1' -5" 9 LEVEL 01 100' -0" ELECTRIC HAND DRYER TILE ALL LEVEL 1 BATHROOM WALLS TO 9'-11 1/2" AFF (TYP U.N.O.) ALUMINUM STOREFRONT
SOFFIT WITH RECESSED COVE LIGHTING CENTERED ABOVE MIRROR A841 1 Sim A841 2 PT-01 LEVEL 01 100' -0" 2.8 2.9 BABY CHANGING STATION PAINTED FRAME (TYP U.N.O.) (PT-01) MIRROR PT-01 ALL VERTICAL
SURFACES OTHER THAN TILE STORAGE BASKET 2.7 RECESSED COVE LIGHTING CENTERED ABOVE MIRROR 3 PUSH PLATE AND KICK PLATE ON EITHER SIDE OF DOOR RE: HARDWARE SCHEDULE LEVEL 01 100' -0" 2.9
2.8 ELECTRIC HAND DRYER PT-01 CHILD PROTECTION SEAT ALUMINUM STOREFRONT FLOOR MOUNTED STAINLESS STEEL TOILET PARTITION (TYP U.N.O.) 2.7 LEVEL 01 100' -0" CHILD PROTECTION SEAT BABY CHANGING
STATION PT-01 PROVIDE 2X BLOCKING FOR ALL GRAB BARS STORAGE BASKET 7 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 5/16/2011 2:04:49 PM 395 East Lionshead Circle Vail, Colorado 81657 A814 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 ELEVATIONS AND FLOOR PLANS 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: 1/2" = 1'-0" 1TOILETS -LEVEL 01 SCALE: 3/8" = 1'-0" 2115 MENS -EAST SCALE: 3/8" = 1'-0" 5115 MENS -NORTH SCALE:
3/8" = 1'-0" 4115 MENS -SOUTH SCALE: 3/8" = 1'-0" 3115 MENS -WEST REFER TO 1/A843 FOR TYPICAL MOUNTING HEIGHTS 2 CONSTRUCTION 04 FEB 2011 3 ADDENDUM 1 18 FEB 2011 7 B.D. RESPONSES 11
APR 2011 9 B.D. REPSONSES 4.26.11
LEVEL 01 100' -0" BABY CHANGING STATION CHILD PROTECTION SEAT STORAGE BASKET TOILET PAPER DISPENSER 3 A730 7 ELECTRIC HAND DRYER RECESSED COVE LIGHTING CENTERED ABOVE MIRROR LEVEL 01
100' -0" 2.8 2.9 ELECTRIC HAND DRYER CHILD PROTECTION SEAT 2.7 3 A730 LEVEL 01 100' -0" 2.9 2.8 RECESSED COVE LIGHTING CENTERED ABOVE MIRROR STORAGE BASKET CENTERED ABOVE TOILET BABY
CHANGING STATION MIRROR SANITARY NAPKIN DISPOSAL 2.7 3 PUSH PLATE & KICK PLATE ON EITHER SIDE OF DOOR RE: HARDWARE SCHEDULE LEVEL 01 100' -0" BABY CHANGING STATION ELECTRIC HAND DRYER
9 9 LEVEL 01 100' -0" STORAGE BASKET SANITARY NAPKIN DISPOSAL 9 LEVEL 01 100' -0" BABY CHANGING STATION MIRROR CENTER LIGHT ABOVE MIRROR 9 LEVEL 01 100' -0" TOILET PAPER DISPENSER STORAGE
BASKET 3 A730 7 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 5/16/2011 2:04:52 PM 395 East Lionshead Circle Vail, Colorado 81657 A815 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 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" 1117 WOMENS -WEST SCALE: 3/8" = 1'-0" 2117 WOMENS -EAST SCALE: 3/8" = 1'-0" 3117 WOMENS -NORTH SCALE: 3/8" = 1'-0" 4117 WOMENS -SOUTH SCALE: 3/8" = 1'-0" 5116
FAMILY -EAST SCALE: 3/8" = 1'-0" 6116 FAMILY -NORTH SCALE: 3/8" = 1'-0" 7116 FAMILY -SOUTH SCALE: 3/8" = 1'-0" 8116 FAMILY -WEST REFER TO 1/A843 FOR TYPICAL MOUNTING HEIGHTS 2 CONSTRUCTION
04 FEB 2011 3 ADDENDUM 1 18 FEB 2011 7 B.D. RESPONSES 11 APR 2011 9 B.D. REPSONSES 4.26.11
LEVEL 02 116' -3 1/2" SEMI-TRANSPARENT POLYCARBONATE PANEL (POLY-01) ON BOTH SIDES OF 3-5/8" STUD FRAMING, TYP MECH VENT RE: MECH SUSPENDED ACOUSTIC CLOUDS MECHANICAL DUCT PENETRATIONS,
ROUTE UP AND ABOVE ACOUSTIC CLOUDS, TRANSPARENT POLYCARBONATE PANEL (POLY-02) ON BOTH SIDES OF 3-5/8" STUD FRAMING 1X4 WD BASE (PT-08) GWB SOFFIT, PT-06 DOOR FRAME, PT-06 RE: DOOR SCHEDULE
FOR DOOR TYPE 3' -4" 1' -4" 1' -2" 1' -5" FUTURE LOCATION OF FISH TANK, OFOI 3 LEVEL 02 116' -3 1/2" 2.2 2.3 2.4 DOOR FRAME (PT-06) TYP AT ALL VRD OFFICES 1X4 WD BASE (PT-08) TYP BELOW
POLYCARBONATE CLAD WALL SUSPENDED ACOUSTIC CLOUDS EXPOSED DUCTWORK HOLD TIGHT TO THE UNDERSIDE OF STRUCTURE RE: MECH 3 10 10 LEVEL 02 116' -3 1/2" 2.5 2.4 2.3 2.2 SUSPENDED ACOUSTIC
CLOUDS 1X4 WD BASE (PT-08) TYP, BELOW POLYCARBONATE CLAD WALL EXPOSED DUCTWORK HOLD TIGHT TO THE UNDERSIDE OF STRUCTURE RE: MECH DOOR FRAME (PT-06) GWB SOFFIT ON 3 5/8" MTL STUDS SUSPENDED
FROM STRUCTURE, RE: RCPS FOR HEIGHT SOUTH OFFICES WALL HEIGHT AT 10 10 7' -8" 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 5/16/2011 1:25:30 PM 395 East Lionshead Circle Vail, Colorado 81657 A821 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" 3201-IMAGINATION STATION E SCALE: 3/8" = 1'-0" 1201 VRD HALL NORTH SCALE: 3/8" = 1'-0" 2201 VRD HALL SOUTH 42 2 CONSTRUCTION
04 FEB 2011 3 ADDENDUM 1 18 FEB 2011 4 ADDENDUM 2 02 MAR 2011 10 CCD003 16 MAY 2011
MIRROR STORAGE BASKET CENTER LIGHT ABOVE MIRROR SANITARY NAPKIN DISPOSAL PT-08 ALL VERTICAL SURFACES OTHER THAN TILE BASE TOILET PAPER DISPENSER ALIGN GROUT JOINTS W/FLOOR TILE JOINTS
(TYP) TR-1 (TYP) 3' -4" 3' -6" A841 2 SIM LEVEL 02 116' -3 1/2" 2.4 (TYP) 4' -2 5/8" +/-7 LEVEL 02 116' -3 1/2" 2.4 ELECTRIC HAND DRYER BABY CHANGING STATION PAINTED FRAME (TYP U.N.O.)
(PT-02) LEVEL 02 116' -3 1/2" BABY CHANGING STATION ELECTRIC HAND DRYER TILE BASE (TL-02 ) LEVEL 02 116' -3 1/2" TL-10 PL-05 OPEN SCRIBE 2' -10" 1' -8" 2' -6" SCRIBE PL-02 PL-04 PL-03
PL-03 PL-04 PL-01 PL-02 PL-01 1' -0" 1' -0" 2' -0" 2' -0" 2' -0" 2' -0" PAINTED STEEL SUPPORT BRACE PTD GWB SOFFIT ABOVE UPPER CASEWORK (PT-06) COVE OPEN SHELVES -FINISH ALL FACES OF
CASEWORK 5"5" LEVEL 02 116' -3 1/2" 2.6 1' -6" 1' -6" 3' -6" 1' -0" 3' -0" 3' -0" 1' -6" PL-05 PL-04 TL-09 KILN, OFCI RE: MECH FOR VENTILATION PROVIDE CLEARANCE PER MANUFACTURER TL-10
PTD GWB SOFFIT ABOVE UPPER CASEWORK (PT-06) 6' -0" 1' -0" OMIT BASE AT SINK UNIT TL-09 CONTINUED ON BOTH SIDES OF WING WALL 2.7 REFRIGERATOR, OFOI CLR PL-03 3' -0" PL-01 PL-02 PL-03
PL-04 PL-01 PL-02 PL-03 PL-03 PL-01 PL-02PL-03 PL-04 1' -6" COVE 2' -10" LL L 5" 5" 3 2.6 AA A822 13 12 KITCHEN 209 11 KILN, OFCI SEE MFR REQ FOR VENTILATION COORDINATE W/MEP 3' -0"
REFRIGERATOR, OFOI 2 COMPARTMENT SINK, CFCI SINK, CFCI SEE MEP FOR TYPE FIREPLACE FLU 2' -1" 3' -0" 2.7 ALIGN FLOOR TO CEILING TILE (TL-09) 2' -1" 2' -1" UPPER CABINETS DRAWERS & BASE
CABINETS 2.4 2.5 AA A822 3 5 4 2 A822 7 9 8 6 UNISEX -ADULTS 207 UNISEX -CHILDREN'S 208 BABY CHANGING STATION BABY CHANGING STATION ELECTRIC HAND DRYER ELECTRIC HAND DRYER A FLOOR DRAIN
FLOOR DRAIN 1' -11" 1' -11 1/8" F.O. GWB. 2' -4" F.O. GWB. 5' -3" ALL WALLS IN NICHE PT-08 1' -6" 2' -2" 1' -10 1/2" JAN CLOSET 207A 2' -4" 1' -8" MOP SINK RE: PLUMBING 5 A813 SIM. 1'
-7" 1' -6" 1' -3" F.O. GWB. 1' -8 1/8" F.O. GWB. 5' -11 3/4" 4' -0 1/4" 7 7 LEVEL 02 116' -3 1/2" 2.6 TL-10 PL-05 OPEN PL-03 OPEN PT-06 2.7 OPEN SHELVES -FINISH ALL FACES OF CASEWORK
3' -0 1/8" 6" 3' -6" OMIT BASE AT SINK UNIT PL-04 PL-04 PL-03 TILE BASE (TL-09) TR-1 PTD COLUMN (PT-08) ELECTRIC HAND DRYER A.F.F. 2' -0" 2' -10" 3' -8" 2.5 STORAGE BASKET TOILET PAPER
DISPENSER 1' -6" 2' -3" 2' -7" (TYP) 4' -2 5/8" +/-MIN. 0' -11" 7 2.5 ELECTRIC HAND DRYER STORAGE BASKET BABY CHANGING STATION 7 7 7 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 4/13/2011 8:56:55 AM 395 East Lionshead
Circle Vail, Colorado 81657 A822 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
ELEVATIONS AND FLOOR PLANS 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" 2207 UNISEX -ADULTS -EAST SCALE: 3/8" =
1'-0" 3207 UNISEX -ADULTS -NORTH SCALE: 3/8" = 1'-0" 4207 UNISEX -ADULTS -SOUTH SCALE: 3/8" = 1'-0" 5207 UNISEX -ADULTS -WEST SCALE: 3/8" = 1'-0" 12209 KITCHEN -WEST SCALE: 3/8" = 1'-0"
13209 KITCHEN -NORTH SCALE: 3/8" = 1'-0" 10KITCHEN -209 SCALE: 1/2" = 1'-0" 1WASHROOM -207-208 SCALE: 3/8" = 1'-0" 11209 KITCHEN -SOUTH SCALE: 3/8" = 1'-0" 6208 UNISEX -CHILDREN'S -EAST
SCALE: 3/8" = 1'-0" 7208 UNISEX -CHILDREN'S -NORTH SCALE: 3/8" = 1'-0" 8208 UNISEX -CHILDREN'S -SOUTH SCALE: 3/8" = 1'-0" 9208 UNISEX -CHILDREN'S -WEST REFER TO 1/A843 FOR TYPICAL MOUNTING
HEIGHTS ALL "208 MENS" MOUNTING HEIGHTS SET TO ADA STANDARD FOR CHILDREN LOCK ON CABINETS W/L NOTES: 1. TYPICAL HEIGHTS OF CASEWORK ARE TO TOP OF FINISH, U.N.O.: BASE CABINETS -2'-10"
WALL CABINETS -UP TO CEILING & AS SHOWN 2. TYPICAL DEPTH OF CASEWORK, U.N.O.: BASE CABINETS -2'-0" WALL CABINETS -12" 3. PROVIDE FINISH END PANELS FOR SUPPORT OF COUNTERTOP AT UNDERCOUNTER
EQUIPMENT & KNEE SPACES. 4. PROVIDE FINISH BASE MATERIAL IN ACCORDANCE WITH ROOM MATERIALS & FINISH SCHEDULE. EXTEND BASE TO WALL AT ALL CABINET RETURNS, BACK PANELS & END PANELS. 5.
ALL SHELVES ARE ADJUSTABLE, U.N.O. 6. PROVIDE ACCESSIBLE BACK PANELS AT ALL SINK UNITS, SWING DOOR CABINETS & KNEE SPACES. 7. PROVIDE BACKSPLASH AT ENDS OF COUNTERTOPS AT WALLS AND COLUMNS,
U.N.O. 3 3 2 CONSTRUCTION 04 FEB 2011 3 ADDENDUM 1 18 FEB 2011 7 B.D. RESPONSES 11 APR 2011
LEVEL 03 128' -3 1/2" RECESSED COVE LIGHTING CENTERED ABOVE MIRROR MIRROR LEVEL 03 128' -3 1/2" B ELECTRIC HAND DRYER TILE ALL LEVEL 3 BATHROOM WALLS TO 7'-11 1/2" AFF (TYP U.N.O.) BABY
CHANGING STATION CHILD PROTECTION SEAT FLOOR MOUNTED STAINLESS STEEL TOILET PARTITION (TYP U.N.O.) RECESSED COVE LIGHTING CENTERED ABOVE MIRROR A841 2 A841 1 Sim 2.2 2.1 BB A830 6 2
A8315 B A831 8 CLR 5' -0 7/8" WOMENS 303 MENS 304 COAT CLOSET 306 2' -0" BABY CHANGING STATION HAND DRYER BABY CHANGING STATION HAND DRYER 2' -0" EQ 5 A830 4 A830 9 VESTIBULE 302 MECH
SHAFT RE: MECH 2 A831 1 7 4 A831 6 F.O. GWB. 3' -5" 2' -6" 2' -0" 2' -0"
FLOOR MOUNTED STAINLESS STEEL TOILET PARTITION (TYP U.N.O.) CLR 3' -0" CLR 3' -0" 5' -0" CHILD PROTECTION SEAT CHILD PROTECTION SEAT 5' -6" 3' -3 3/4" A830 8 7 A830 3 10 CLR 1' -8" CLR
1' -8" 3' -0" F.O. GWB. 1' -11 3/4" EQ C C B3 B3 A3 A3 A3 B3 B3 B3 E E A1 A1 A A 1' -6 1/4" FLOOR DRAIN FLOOR DRAIN 2' -1" 8 7/8" 2' -1" B 7' -3 3/4" EQ EQ EQ EQ EQ EQ CLR 5' -0" 1'
-9 1/8" 1' -9 1/4" 6 1/2" 6' -3" CLR 2' -6" DRINKING FOUNTAIN 1' -9" 1' -9" 1.4 F.O. GWB. 5' -1" 7 F.O. GWB. 5' -1" 7 7 CLEAR (CLR) DIMENSIONS ARE FROM FACE OF FINISH. TYP. 7 F.O. GWB.
5' -0 3/8" F.O. GWB. 1' -8 1/2" 7 7 LEVEL 03 128' -3 1/2" RECESSED COVE LIGHTING CENTERED ABOVE MIRROR MIRROR ELECTRIC HAND DRYER 1.4 LEVEL 03 128' -3 1/2" ELECTRIC HAND DRYER RECESSED
COVE LIGHTING CENTERED ABOVE MIRROR MIRROR BABY CHANGING STATION LEVEL 03 128' -3 1/2" ELECTRIC HAND DRYER BABY CHANGING STATION LEVEL 03 128' -3 1/2" B LEVEL 03 128' -3 1/2" CHILD PROTECTION
SEAT STORAGE BASKET TOILET PAPER DISPENSER 7 LEVEL 03 128' -3 1/2" CHILD PROTECTION SEAT STORAGE BASKET TOILET PAPER DISPENSER 1.4 7 LEVEL 03 128' -3 1/2" B STORAGE BASKET STAINLESS
STEEL DIVIDER SANITARY NAPKIN DISPOSAL 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 4/13/2011 8:56:59 AM 395 East Lionshead Circle Vail, Colorado 81657 A830 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 ELEVATIONS AND FLOOR PLANS 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" 6303 WOMENS -NORTH SCALE: 3/8" = 1'-0" 2303 WOMENS -WEST SCALE: 1/2" = 1'-0" 1TOILET ROOMS -303-304 SCALE: 3/8" = 1'-0"
4304 MENS -NORTH SCALE: 3/8" = 1'-0" 9304 MENS -NORTH EAST SCALE: 3/8" = 1'-0" 5303 WOMENS -SOUTH SCALE: 3/8" = 1'-0" 8303 WOMENS EAST SCALE: 3/8" = 1'-0" 3303 WOMENS SOUTH SCALE: 3/8"
= 1'-0" 10304 MENS -SOUTH SCALE: 3/8" = 1'-0" 0" 7304 MENS -WEST REFER TO 1/A843 FOR TYPICAL MOUNTING HEIGHTS 2 CONSTRUCTION 04 FEB 2011 7 B.D. RESPONSES 11 APR 2011
LEVEL 03 128' -3 1/2" WD HEADER ALUMINUM STOREFRONT V 4 LEVEL 03 128' -3 1/2" OPEN TO TOILET VESTIBULE WD HEADER (WD-03) TL-02 BASE LEVEL 03 128' -3 1/2" QUIRK JOINT AT VERTICAL PANELS
TILE BASE (TYP W.O.) (TL-02) ALIGN GROUT JOINTS W/FLOOR TILE JOINTS (TYP) TR-1 (TYP W.O.) WD-02 EQ EQ TR-2 (TYP W.O.) LEVEL 03 128' -3 1/2" 8' -0" 2' -10" PT-09 MECH GRILL WD-02 DRINKING
FOUNTAIN TL-02 3 PUSH PLATE AND KICK PLATE ON EITHER SIDE OF DOOR RE: HARDWARE SCHEDULE LEVEL 03 128' -3 1/2" 2.2 WD-02 EXPOSED TRUSS RE: STRUCT MECH GRILL (PT-10) PT-09 10' -2" BLIND
DOOR DUTCH DOOR BEYOND RE: DOOR SCHEDULE 3 LEVEL 03 128' -3 1/2" PT-09 1 X 8 WOOD BASE (WD-01) 1'-0 DEEP PLAM SHELF (PL-06) RE: 4/A865 COAT ROD 6'-6". STL SUPPORT BRACKET LEVEL 03 128'
-3 1/2" 2.1 PT-09 EXPOSED STRUCTURAL TRUSS RECESSED CABINET UNIT HEATER RE: MECH TL-02 BASE FIRE ALARM PULL STATION STROBE LIGHT AND HORN 4 10 LEVEL 03 128' -3 1/2" LINEAR MECH DIFFUSER
RE: MECH PENDANT LIGHTS WD-02 BLIND DOOR DUTCH DOOR RE: DOOR SCHEDULE 10' -0" 9' -0" 9' -6" ALIGN REVEAL WITH CENTERLINE OF TRUSS ABOVE TL-02 BASE QUIRK JOINT EQ EQ 3 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 5/16/2011
1:25:35 PM 395 East Lionshead Circle Vail, Colorado 81657 A831 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" 4301 VESTIBULE -EAST SCALE:
3/8" = 1'-0" 6301 VESTIBULE -SOUTHWEST SCALE: 3/8" = 1'-0" 1302 TOILET VESTIBULE -SOUTH SCALE: 3/8" = 1'-0" 2302 TOILET VESTIBULE W SCALE: 3/8" = 1'-0" 8306 COAT CLOSET -NORTH SCALE:
3/8" = 1'-0" 7306 COAT CLOSET -WEST SCALE: 3/8" = 1'-0" 3301 VESTIBULE -NORTH SCALE: 3/8" = 1'-0" 5301 VESTIBULE -SOUTH 2 CONSTRUCTION 04 FEB 2011 3 ADDENDUM 1 18 FEB 2011 4 ADDENDUM
2 02 MAR 2011 10 CCD003 16 MAY 2011 10
LEVEL 01 100' -0" 2x2x1/4 STEEL ANGLES W/3/4" CONTINUOUS PLYWOOD BACKING BOLT TO BLOCKING IN WALLS UNDERMOUNT SINK MOUNTED PER ADA REQUIREMENTS WITH DRAIN PROTECTION 4" BACKSPLASH (CT-1)
OUTLET LOCATION ON OPPOSITE WALL 4" 4" MIRROR COUNTERTOP WITH 1/4" ROUNDOVER EDGE & 4" APRON (CT-1) 1x2x1/4 STEEL ANGLE W/3/4" PLYWOOD BACKING ADA BARRIER FREE CLEARANCE BRUSHED STAINLESS
STEEL MIRROR SUPPORT CHANNEL CAULK 1/2" CONTINUOUS 6" X 16 GAUGE STL STUD BACKING PLATE LEVEL 01 100' -0" TL-5 TL-5 TL-6 TL-4 TL-5 TL-7 GENERAL NOTES: 1. TILE TYPE SPECIFIED ON INTERIOR
FINISH SCHEDULE. 2. CENTER LINE OF GROUT IN BOTTOM ROW OF TILE TO ALIGN WITH CENTER LINE OF GROUT JOINT IN ADJACENT FLOOR. TR-1 TYP. 12" TYP. 4" TYP. 4" TYP. 8"TYP. 4" REPEAT TYPICAL
TYPICAL TILE COUSRING TILE COUSRING 2.5 WOOD COLUMN BEYOND ROUT OUT BOTTOM CHORD TO RECEIVE TRACK MTL KNIFE PLATE CONNECTION BEYOND 1 1/2" 2" RECESS TRACK LIGHT IN GLULAM SLOT DRILL
1" DIA. HOLE THROUGH TOP CHORD AND BOTTOM CHORD NEAR TRUSS CONNECTION FOR LIGHTING TO RECEIVE DIRECT FEED INTO CONNECTION AT LIVE END, RE: ELECTRICAL TOP CHORD D OF EXPOSED WD TRUSS
WD PANELING WD-01 TONGUE AND GROOVE DECKING 3 1/2" 1 1/2" 1/2" ROLL DOWN SHADES HOUSE IN STAINED 1X WD TRIM WD-01, RE: DETAIL 5/A601 7 1/4" 1/4" 1/4" 1" 1/2" 1/4" GWB RETURN W/CORNER
BEAD GWB CORNER BEAD 2 1/2" MTL. FRAMING SUSPENED FROM STRUCTURE ABOVE. SUSPENTION CABLE. 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 4/25/2011 10:58:02 AM 395 East Lionshead Circle Vail, Colorado 81657 A841
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 DETAILS21064.20 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-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 1/2" = 1'-0" 1VANITY SECTION TYP SCALE: 1" = 1'-0" 2TILE LAYOUT TYP SCALE: 1" = 1'-0" 3COLUMN DETAIL EVENT /EXHIBIT
SPACE -S SCALE: 3" = 1'-0" 3ATRIM DETAIL 2 CONSTRUCTION 04 FEB 2011 8 CCD002 25 APR 2011 SCALE: 3" = 1'-0" 4DETAIL -GWB CLOUD EDGE 8
2'-10" 1'-6" 1'-0" 2'-0" 8" 1'-6" 2'-10" 3'-6" 1'-0" TO FIN FACE EQ EQ 3'-3" 1'-6" 1 1/2" MIN 1 1/2" 1'-7" MIN MIN 8" TO FIN FACE 1'-5" MAX EQ EQ 1'-6" TO FIN FACE 3'-10" 5'-2" 1'-2"3'-1"
2'-10" 3'-4" 2'-10" 2'-03/4" 9" 6" 8" 2'-3" 1'-6" 3'-4" 3'-4" 1'-6" GRAB BAR, TYPE 1 GRAB BAR, TYPE 2 ACCESSIBLE TOILET 1'-3", TYP & 1'-6" @ACCESSIBLE UNIT STAINLESS STEEL FLOOR MOUNTED
TOILET PARTITION, W.O. PARTITION MOUNTED SANITARY NAPKIN DISPOSAL STORAGE BASKET WALL MOUNTED SANITARY NAPKIN DISPOSAL URINAL STORAGE BASKET CHILD PROTECTION SEAT BABY CHANGING STATION
ELECTRIC HAND DRYER FINISH FLOOR DRINKING FOUNTAINS RE: 1/A841 2" U.N.O. 2" TYP 4" TYP 3'-6" 4'-0" 1'-6" 2" MIN 6'-8" 4'-0" @HANDLE EXIT SIGN/DOOR (R.H.) LIGHT SWITCH THERMOSTAT (W.O.)
DIMMER (W.O.) ELEC. RECEPTACLE/JUNCTION BOX/TELEPHONE/DATA OUTLET FINISH FLOOR STROBE LIGHT AND HORN FIRE ALARM PULL STATION FIRE EXTINGUISHER 7 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 4/13/2011 8:57:08 AM
395 East Lionshead Circle Vail, Colorado 81657 A843 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 TYPICAL MOUNTING HEIGHTS 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" 1BATHROOM MOUNTING HEIGHTS SCALE: 3/8"
= 1'-0" 2FIRE PROTECTION & ELECTRICAL MOUNTING HEIGHTS 2 CONSTRUCTION 04 FEB 2011 7 B.D. RESPONSES 11 APR 2011
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" 8 1/2" 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 GWB (PT-01) EDGE OF WALL BEYOND 6" 2" CORE DRILLED THROUGH TEMPERED GLASS 2" RADIUS FLUSH MOUNT GROMMET3 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 2X2 CONTINUOUS WD BLOCKING
W.O. 1/2" 7 1/4" 8 1/2" 3" 3' -2" AFF GWB (PT-01) EDGE OF WALL BEYOND ALIGN 4 7/8" 10' -0" AFF BROCHURE RACK, OFOI 6" X 16 GAUGE STEEL STUD BACKING (TYPE 1) TO SUPPORT OWNER PROVIDED
EQUIPMENT 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 FIXED SHELF W.O. 2X4 CONTINUOUS WD BLOCKING W.O. 1X3 CONTINUOUS
WD 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" 8 1/2" 3" PLUS GLASS TOP 3' -2" AFF ALIGN GWB
(PT-01) 4 7/8" 6" AV EQUIPMENT, OFOI PROVIDE POWER RE: ELEC 6" X 16 GAUGE STEEL STUD BACKING (TYPE 1) TO SUPPORT OWNER PROVIDED EQUIPMENT 10' -0" AFF 2" CORE DRILLED THROUGH TEMPERED
GLASS 2" RADIUS FLUSH MOUNT GROMMET3 3 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 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 6" 2 1/2" STEEL
STUD KICKER AV EQUIPMENT, OFOI PROVIDE POWER 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
2" RADIUS FLUSH MOUNT GROMMET 3 3 10 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 5/16/2011 1:25:40 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 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" 2INFO CENTER ALCOVE SECTION B SCALE: 1" = 1'-0" 3INFO CENTER ALCOVE SECTION
C 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 OR EQUAL. 2 CONSTRUCTION 04 FEB 2011 3 ADDENDUM 1 18 FEB 2011
10 CCD003 16 MAY 2011
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 SHELL SPACE 107 ?? 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= 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" 4' -2" /1
A851B /1 A851B INFO CENTER 103 ELEV. 02 -STAIR 2 106 WAITING AREA 109 VESTIBULE 102 WD HEADER 10'-2" AFF EQ EQ HOST SKI STORAGE 123 IT ROOM 130 STORAGE 129 WATER ENTRY 121 2 A701 2 A701
6 A701 6 A701 1 A375 RECESSED CUH, RE: MECH WD HEADER (WD-01) 3 A871 OPEN TO STRUC ABOVE WD SOFFIT (WD-02) RE: A845 5 7/8" /12" EL= GWB & MTL Framing EL= 9' -6" T&G DECKING 2 12' -3"
ALL RECESSED NICHES TO BE WD CEILING (WD-02) RE: A845 EL= 1x T&G Ceiling 7' -2" R 37' -0" 3' -9" 18' -8" 4' -4" 14' -2 1/2" 3' -9" 2' -0" EQ EQ ROLL OUT GATE, RECESSED CEILING TRACK
3' -10" 2' -8" 5' -0" 5' -0" E E E 2' -7" 10" 2 A871 2 A702 EQ EQ 4 A702 6 3/8" 12' -0" OPEN TO STRUCT ABOVE, TYP 6 A720 EQ. EQ. 7' -2" T&G DECKING AT CANOPY, TYP (PT-03) R 0' -10" 120.00°
1' -3 5/8" EQ EQ A871 4 A871 5 WD SOFFIT (WD-02) RE: A845 2 A375 8' -6" 4' -0" 2' -4" 10' -8" TYP. 3' -2" 3' -2" 1.4 4' -6" 1' -6" 3' -2" 3' -0" 2' -6" EQ. EQ. CUH RE: MECH 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 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 5/16/2011
1:25:44 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
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" 6" 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. BUILT UP WOOD HEADER 9'-0" AFF (WD-01) WOOD HEADER 8'-0" AFF (WD-01) TYP. 2' -6" 4 A701 EQ EQ TYP 3' -6" TYP 6' -3" TYP 3' -6" TYP 6'
-3" T&G DECKING AT CANOPY, TYP (PT-03) 8" 8" OPEN TO STRUCTURE 4' -6" 6' -9" ALIGN 1' -9" 10 3/4" 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 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 4/25/2011 10:58:06
AM 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
1.2 1.3 2.2 2.3 2.4 1.1 C 2.1 AA BB A A.5 E-2 E-3 E-F E-1 B OFFICE 205OFFICE 203 UNISEX -ADULTS 207 MECH 202 ELEV. 02 -OFFICE 204 EXISTING DOUBLE "T'S" TO REMAIN EL= 2' x 2' ACT-TYPE
1 8' -0" EL= GWB CLOUD 9' -0" EL= 2' x 2' ACT-TYPE 1 8' -0" EL= 2' x 2' ACT-TYPE 1 8' -0" EL= GWB CLOUD 8' -4" EL= 1x T&G Ceiling 8' -2" EL= METAL PANEL 10' -6 3/4" EL= 1x T&G Ceiling
8' -2" EL= 1x T&G Ceiling 9' -0" EL= GWB7' -6" EL= GWB CLOUD 9' -4" EL= GWB9' -6 3/8" /1 A852B /1 A852B VRD IMAGINATION STATION 201 VRD CAMP ECOFUN 213 3' -7" 30.00° OPEN TO STRUCTURE
3' -0" 3' -0 1/8" E E TYP. 1' -6" 14' -4" 15' -3" 18' -5 1/2" 11' -0" TYP. 3' -0" 2' -0" TYP. 1' -6" 3' -0" FUR OUT MINIMUM TO ENCASE PRECAST BEAM EL= 2' x 2' ACT-TYPE 1 9' -2" PAINT
ALL EXPOSED STRUCTURE DUCTWORK, CONDUIT, ETC. FLAT BLACK PRIOR TO INSTALLING CLOUDS,TYP WINDOW SHADES -TYPE 01 WINDOW SHADES -TYPE 02 8" 2' -3 1/4" TYP. 2' -10" PAINT ALL EXPOSED STRUCTURE
DUCTWORK, CONDUIT, ETC. FLAT BLACK PRIOR TO INSTALLING CLOUDS,TYP 1.4 3 TYP. 2' -4" 6' -0" 2' -8" 4' -2" TYP. 2' -4" 3' -8" EL= 1x T&G Ceiling 8' -2" EL= 1x T&G Ceiling 8' -2" 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 8 8 8 10 10 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 5/16/2011 1:25:47
PM 395 East Lionshead Circle Vail, Colorado 81657 A852A 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 02 -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 02
-RCP -West 3 2 CONSTRUCTION 04 FEB 2011 3 ADDENDUM 1 18 FEB 2011 8 CCD002 25 APR 2011 10 CCD003 16 MAY 2011
2.4 2.5 2.6 2.8 2.9 2.10 2.11 AA BB E-4 E-5 E-6 E-7 E-F VRD CAMP ECOFUN 213 OFFICE 206 KITCHEN 209 UNISEX -CHILDREN'S 208 UNISEX -ADULTS 207 IT/STORAGE 210 MECH 211 STAIR 212 EL= 2'
x 2' ACT-TYPE 1 8' -0" EL= 2' x 2' ACT-TYPE 1 8' -0" EL= GWB CLOUD EL= 8' -10" GWB CLOUD 8' -10" /1 A852A /1 A852A 2.7 EL= GWB & MTL Framing 8' -4" OPEN TO STRUCTURE OPEN TO STRUCTURE
PT-06 TYP, AT ALL GWB DROPPED SOFFITS E EL= GWB & MTL Framing 8' -6"WINDOW SHADES -TYPE 01 WINDOW SHADES -TYPE 02 5' -9" 3' -0" 9' -0" 1' -6" 4' -6" 4' -6" 1' -6" 9' -0" EQ EQ TYP. 3'
-6" TYP. 3' -6" TYP. 1' -6" EQ EQ TYP. 1' -8" EQ EQ TYP 2' -6" 2' -0" PAINT ALL EXPOSED STRUCTURE DUCTWORK, CONDUIT, ETC. FLAT BLACK PRIOR TO INSTALLING CLOUDS,TYP EL= 2' x 2' ACT-TYPE
3 8' -0" EL= 2' x 2' ACT-TYPE 1 9' -2" OPEN TO STRUCTURE JAN CLOSET 207A EL= GWB & MTL Framing 8' -0" 1' -6" 2' -8" EQ EQ 1' -6" 8 8 SHEET NOTES: REFER TO GENERAL NOTES A151, U.N.O.
1. LIGHT FIXTURE LEGEND: RECESSED DOWNLIGHT RECESSED DIRECTIONAL LIGHT WALL MOUNTED SCONCE TRACK LIGHTING 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 4/25/2011 10:58:10
AM 395 East Lionshead Circle Vail, Colorado 81657 A852B 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 02 -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 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 02 -RCP -East 3 2 CONSTRUCTION 04 FEB 2011 3 ADDENDUM 1 18 FEB 2011 8 CCD002 25 APR 2011
1.2 1.3 2.2 2.3 2.4 C 2.1 AA BB A B 4 A710 4 A710 EVENT /EXHIBIT SPACE 308 EVENT /EXHIBIT VESTIBULE 301 COAT CLOSET 306 MENS 304 WOMENS 303 JAN. CLOS. 305 ELEV. 01 300 EL= GWB & MTL
Framing 8' -0" EL= PINE DECKING 9' -0" EL= GWB & MTL Framing 8' -0" EL= T&G DECKING-VARIES 0' -0 17/256" EL= GWB & MTL Framing 8' -0" EQ EQ /1 A853B /1 A853B VESTIBULE 302 3 A621 EQ
EQ 2' -0" E E RECESSED WINDOW COVERING POCKET, TYP AT SOUTH WALL WINDOWS EQ TYP EQ TYP EQ EQ 3' -0" LIGHT COVE LIGHT COVE WD HEADER 8'-3" AFF (WD-01) PINE DECKING SET IN D.F. COVE OPEN
TO STRUCTURE OPEN TO STRUCTURE T & G DECKING RE: STRUCT EL= 1x T&G Ceiling 8' -2" 4' -0" 6' -8" 3' -7 5/8" 11' -7 5/8" 2' -0 1/4" TYP 6' -8" TYP 3' -7 5/8" 4' -2" 10' -11" WINDOW SHADES
-TYPE 01 WINDOW SHADES -TYPE 02 1.4 TYP. 2' -8" 2' -8" 4' -8" 3' -4" 2' -8" 4' -6" 2' -8" 4' -8" CUH RE: MECH EQ. EQ. CUH RE: MECH 10" 10" EQ. EQ. EQ EQ 2' -7"TYP. 8 1/2" 10 SHEET NOTES:
REFER TO GENERAL NOTES A151, U.N.O. 1. LIGHT FIXTURE LEGEND: RECESSED DOWNLIGHT RECESSED DIRECTIONAL 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 5/16/2011 1:25:52 PM 395 East Lionshead Circle Vail, Colorado 81657 A853A 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 03 -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 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 03 -RCP -West 3 2 CONSTRUCTION 04 FEB 2011 3 ADDENDUM 1 18 FEB 2011 10 CCD003 16 MAY 2011
INT Interior COL Column DFS CONC CONST CONTR (E) or EXIST DTL(S) DWG(S) DWL(S) EMBED EQ SP EQUIP EXP ANCH EXP EXT E-W EW EE EF EJ EL ELEV EN ENGR EQ ES DIAG EA EC DIM DL DN DO DP DT
d DAS DBL CONN CONT CSJ CTR(D) Epoxy Coated UNO VERT VIF TYP TRANS TOW TOS TOPG TOM TOF ULT WxH WT WP WF WD W/W/O WWR NS Non-Shrink or Near Side N-S NWC NTS NOM NO or # NIC Exterior
Expansion Expansion Anchor East-West Each Way North-South Number Nominal Not To Scale Not in Contract Normal Weight Concrete MEP MTL MNFR mm MISC MIN MECH MCJ MO ML N NM Equal Embedded
Elevator Elevation Expansion Joint Each Face Each End Each Side Equipment Equally Spaced Engineer Edge Nail Mech/Elect/Plumb Millimeter Manufacturer Masonry Opening Metal Minimum Miscellaneous
Micro-Lam Mechanical Masonry Control Joint North Non-Metallic Width x Height Waterproofing Weight Working Point or Wide Flange Width or Wood With Without Welded Wire Reinforcement Top
of Footing Top of Masonry Topping
Top of Steel Top of Wall Transverse Typical Ultimate Unless Noted Otherwise Verify in Field Vertical SS SPRT SP SPECS S SC SCHED SECT SIM SLH SLV SP @TOC T.O. TL THK SYM SW STR STL STIFF
STD T&B T Diagonal LT WT MATL MAS MACH RM MACH LLH LONG LOC(S) LLV LSL MAX LT Each Ditto Down Existing Dowel(s) Drawing(s) Detail(s) Precast Double Tee Drilled Pier or Deep Dead Load
Dimension Lightweight Light Machine Machine Room Masonry Material Long Leg Horizontal Longitudinal Location(s) or Locate Long Leg Vertical Laminated Strand Lumber Maximum LVL JST LB(S)
L or LG Construction Joint LB LL IT JT k Double Penny Center(ed) Deformed Anchor Stud Deferred Submittal Concrete Connection Construction Continue or Continuous Contractor Lumber Precast
L-Shaped Beam Level or Laminated Veneer Live Load Joist Joint Pound(s) Length Precast Inverted Tee Beam Kip Thick or Thickness Total Load Top of Top of Concrete Top Symmetrical Shearwall
Structural Steel Stiffener Standard Top & Bottom Space At Short Leg Horizontal South Short Leg Vertical Slip Critical Schedule Section Similar Stainless Steel Support Specifications
Space(s) or Spandrel Panel ADDNL BOT or B APPROX BRG CC CG CJ CJP CL CLG CLR CMU BTWN BO BAL BD BLDG BLKG BM BN BOS APA ARCH @AB AFF ALT ALUM /OVS PRELIM PSI PSF PS PREFAB PLF PL PERP
PEN PC PAF REQD REQT(S) RO ROF RAD or R RB RC RE: or REF REINF QTY PT Bearing HVAC I.F. HDAR HAS or HDAS HDG HORIZ HT ID IN HD HK Ceiling Clear Complete Joint Penetration Center to Center
Center of Gravity Control Joint Centerline Concrete Masonry Unit Between Height Inside Diameter Inside Face Heating-Ventilating and A/C Inch Headed or Holdown Headed Anchor Rod Headed
Anchor Stud Hot Dipped Galvanized Hook Horizontal GR BM GALV FTG FRAM GR GL GA FV FT FS FP Board Beam Architect or Architectural American Plywood Association Balance Building Blocking
Boundary Nail Bottom of Bottom Bottom of Steel Approximate Foot or Feet Gage or Gauge Galvanized Glu-lam Grade or Grind Grade Beam Footing Field Verify Far Side Framing or Fire Proofing
Full Penetration Point or Post-Tension Required Random Oriented Fiber Rough Opening Requirement(s) Reinforce(ing)(d)(ment) Refer to (Reference) Precast Rectangular Beam Reinforced Concrete
Radius Quantity Oversized Pounds Per Lineal Foot Power Actuated Fastener Prefabricated Plate (Steel) Perpendicular Penetration Precast Pounds Per Square Inch Pounds Per Square Foot Prestressed
Preliminary OPNG OPP O.F. OC OAE OD OH FND FLR FLG FIN FAB FO At FF Per Aluminum Alternate Above Finished Floor Additional Anchor Bolt Finish(ed) Fabricate Finished Floor Flange Floor
Foundation Face Of Opening Opposite Or Approved Equivalent On Center Outside Face Outside Diameter Opposite Hand COORD Coordinate SOG Slab on Grade RET Return LCE Compression Embedment
LCS Compression Lap Splice LDH Hook Development Length LTE Tension Embedment LTS Tension Lap Splice Length MLS Masonry Lap Splice MBS Metal Building Supplier BG Backgouge EOS Edge of
Slab BL Brick Ledge T/Top of B/Bottom of EOR Engineer-of-Record CIP Cast-In-Place CF Cold Formed BF Braced Frame ACI American Concrete Institute PCA Portland Concrete Association T&G
Tongue & Groove DIA or Ø Diameter TOPC Top of Precast FSD Form Saver Dowel SST Simpson Strong Tie TSN The Steel Network DB Deck Bearing SYMBOL DESCRIPTION SYMBOL DESCRIPTION FOOTING
MARK DECK TYPE BRACING /DRAG STRUT PENETRATION THRU STRUCTURAL MEMBER SLOPE STEP ELEVATION SYMBOL KEY NOTE DRAWING REVISION NUMBER CURRENT REVISION CLOUD SUBGRADE STRUCTURAL MASONRY
WALL MECHANICAL UNIT (XX.Xk = MECHANICAL UNIT OPERATING WEIGHT IN KIPS INCLUDING INERTIA BASE) OVERFRAMING STRUCTURE BUILDING SECTION OR DETAIL CUT BEAM SIZE c=1" (123'-11") 15k 20k
STEEL BEAM BEAM REACTION (KIPS) ELEVATION OF T/STEEL CAMBER (INCHES) 96'-4" 0 NEW GRID LINES EXISTING GRID LINES F# DECK SPAN DIRECTION T/FOOTING ELEVATION ON SHEET DRAWN X" PAD THICKNESS
EXTENT OF CONCRETE PAD FALL PROTECTION TIE-BACK 3N18 DECK GAGE XX.Xk T 1 X XX X WELDED-WIRE REINFORCEMENT CONTROL JOINT 0 SERVICE LOAD PROVIDED FOR SPECIALTY DESIGNER PRECAST CONCRETE
CAST-IN-PLACE CONCRETE (ON PLAN) FORM SAVER PC# PRECAST CONCRETE COLUMN 1 P# SITE-CAST CONCRETE PEDESTAL WC# WOOD COLUMN WATER STOP SEE ARCH 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 395 East Lionshead Circle VAIL, COLORADO 81657 4/8/2011 11:32:44 AM C:\Users\EricS\Desktop\ES
obel documents\ERS Revit Models (local)\21615.S.05 AUX BUILDING-ers.rvt S001 GENERAL NOTES & ABBREVIATIONS LIONSHEAD TRANSIT WELCOME CENTER ERIC SOBEL ERIC SOBEL MIKE McAFFREY 21615.S.05
MIKE McAFFREY ABBREVATIONS SYMBOLS STRUCTURAL SHEET LIST SHEET NUMBER SHEET TITLE S001 GENERAL NOTES & ABBREVIATIONS S002 GENERAL NOTES S003 MATERIAL NOTES S004 LOADING PLANS S005 TESTING
& INSPECTIONS S101 FOUNDATION PLAN S102 LEVEL 2 FRAMING PLAN S103 LEVEL 3 FRAMING PLAN S104 ROOF FRAMING PLAN S110 LOW/HIGH ROOF PLANS S121A FOUNDATION PLAN (AREA A) S121B FOUNDATION
PLAN (AREA B) S122A LEVEL 2 FRAMING PLAN (AREA A) S122B LEVEL 2 FRAMING PLAN (AREA B) S123A LEVEL 3 FRAMING PLAN (AREA A) S123B LEVEL 3 FRAMING PLAN (AREA B) S200 STAIR DEMOLITION S300
TYP CONCRETE DETAILS S301 TYP FOOTING DETAILS S302 TYP FOUNDATION WALL DETAILS S303 TYP SLAB ON GRADE DETAILS S304 FOUNDATION DETAILS S305 FOUNDATION DETAILS S306 FOUNDATION DETAILS
S307 FOUNDATION DETAILS S319 TYP SITE WALL DETAILS S340 TYP PRECAST COLUMN & WALL DETAILS S341 TYP PRECAST FLOOR DETAILS S342 PRECAST FLOOR DETAILS S343 PRECAST DETAILS S344 PRECAST
DETAILS S345 PRECAST DETAILS S346 PRECAST DETAILS S350 GARAGE DETAILS S351 GARAGE REINFORCING S352 GARAGE REINFORCING S380 PRECAST WALL ELEVATIONS (EAST) S381 PRECAST WALL ELEVATIONS
(NORTH) S382 PRECAST WALL ELEVATIONS (WEST) S383 PRECAST WALL ELEVATIONS (WEST) S384 PRECAST WALL ELEVATIONS -(STAIRS) S400 TYP MASONRY DETAILS S401 MASONRY DETAILS S540 TYP LT-GA FRAMING
DETAILS S541 TYP LT-GA FRAMING DETAILS S600 TRUSS PROFILES S601 TRUSS PROFILES S602 TRUSS PROFILES S603 TRUSS PROFILES S610 TRUSS DETAILS S611 TRUSS DETAILS S620 TYP TIMBER DETAILS S621
TYP TIMBER DETAILS S622 TIMBER DETAILS S623 TIMBER DETAILS -ELEVATOR FEATURE S624 TIMBER DETAILS -ENTRANCE CANOPY S625 TIMBER DETAILS -ENTRANCE VESTIBULE S626 TIMBER DETAILS -TREE 2
CONSTRUCTION 02.04.2011
4'-0". 4'-0". 4'-0". 4'-0". 4'-0". 4'-0". 4'-0". 4'-0". 4'-0". INDICATES DIMENSIONS OF WALL CORNER ZONES, TYP INDICATES DIMENSIONS OF SPECIAL ROOF ZONES (EAVES, RAKES, RIDGES AND CORNERS),
TYP 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 395 East Lionshead Circle VAIL, COLORADO
81657 4/8/2011 11:32:45 AM C:\Users\EricS\Desktop\ESobel documents\ERS Revit Models (local)\21615.S.05 AUX BUILDING-ers.rvt S002 GENERAL NOTES LIONSHEAD TRANSIT WELCOME CENTER ERIC SOBEL
ERIC SOBEL MIKE McAFFREY 21615.S.05 MIKE McAFFREY 1. GENERAL: 1A. ENGINEER: REFERENCES ON THE STRUCTURAL DRAWINGS TO ‘ENGINEER’ MEAN THE STRUCTURAL ENGINEER OF RECORD. OTHER ENTITIES
ARE SPECIFICALLY NOTED AS “CONTRACTOR’S ENGINEER”, “MECHANICAL ENGINEER”, ETC. 1B. THESE NOTES SUPPLEMENT THE SPECIFICATIONS, WHICH SHALL BE REFERENCED FOR ADDITIONAL REQUIREMENTS. 1C.
UNDERGROUND UTILITIES: LOCATE EXISTING UTILITIES AND NOTIFY ARCHITECT OF EXISTING UTILITIES OR SUBGRADE CONDITIONS WHICH INTERFERE WITH WORK. 1D. STRUCTURAL ELEMENTS ARE CENTERED ON
GRID LINES AND GRID LINE INTERSECTIONS UNLESS DIMENSIONED OTHERWISE. 2. EXISTING STRUCTURES: 2A. CONTRACT DOCUMENTS HAVE BEEN PREPARED USING AVAILABLE DRAWINGS AND SITE OBSERVATION AS
PERMITTED BY ACCESS RESTRICTIONS DURING DESIGN. 2B. DURING CONSTRUCTION, THE CONTRACTOR MAY ENCOUNTER EXISTING CONDITIONS WHICH ARE NOT NOW KNOWN OR ARE AT VARIANCE WITH PROJECT DOCUMENTATION.
CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ALL CONDITIONS NOT PER THE CONTRACT DOCUMENTS. EXAMPLES INCLUDE: -SIZES OR DIMENSIONS OTHER THAN THOSE SHOWN -DAMAGE OR DETERIORATION TO MATERIALS
AND COMPONENTS -CONDITIONS OF INSTABILITY OR LACK OF SUPPORT -ITEMS NOTED AS EXISTING ON THE DRAWINGS BUT NOT FOUND IN THE FIELD 2C. CONTRACTOR SHALL PREPARE DIMENSIONAL DRAWINGS OF
ALL DISCOVERED ITEMS. 2D. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING STRUCTURAL CONDITIONS PRIOR TO SUBMITTING SHOP DRAWINGS. 2E. CONTRACTOR SHALL MAKE ALLOWANCE FOR THE RESOLUTION OF
SUCH DISCOVERIES IN THE CONSTRUCTION SCHEDULE. 2F. CONTRACTOR SHALL SUBMIT A DIMENSIONED DRAWING OF ALL NEW OPENINGS THROUGH EXISTING STRUCTURE AND SECURE APPROVAL PRIOR TO CUTTING.
DRAWING SHALL SHOW VERTICAL & HORIZONTAL LOCATION AND SIZE OF PROPOSED OPENING. 3. USE OF DRAWINGS: 3A. DO NOT SCALE DRAWINGS. 3B. WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL
NOTES AND SPECIFICATIONS, THE MORE STRINGENT REQUIREMENTS SHALL GOVERN. DETAILS ON DRAWINGS TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. DETAILS NOTED TYPICAL APPLY TO ALL
SIMILAR CONDITIONS. WHERE NO SPECIFIC DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ELSEWHERE ON THE PROJECT. 4. TEMPORARY CONDITIONS: 4A. THE STRUCTURE IS DESIGNED TO
FUNCTION AS A UNIT UPON COMPLETION. THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL TEMPORARY BRACING AND/OR SUPPORT THAT MAY BE REQUIRED AS THE RESULT OF THE CONTRACTOR’S CONSTRUCTION
METHODS AND/OR SEQUENCES. REFER TO “LATERAL LOAD RESISTING SYSTEM DESCRIPTION” IN DESIGN CRITERIA FOR ADDITIONAL INFORMATION. 4B. CONTRACTOR’S CONSTRUCTION AND/OR ERECTION SEQUENCES
SHALL RECOGNIZE AND CONSIDER THE EFFECTS OF THERMAL MOVEMENTS OF STRUCTURAL ELEMENTS DURING THE CONSTRUCTION PERIOD. 4C. FOUNDATION WALLS SHALL NOT BE BACKFILLED UNTIL THE SLABS-ON-GRADE
AND UPPER SLABS ARE IN-PLACE AND REACH FULL STRENGTH UNLESS ADEQUATE BRACING IS PROVIDED. USE ONLY HAND OPERATED TOOLS FOR COMPACTION ADJACENT TO FOUNDATION WALLS AND GRADE BEAMS. GRADE
BEAMS SHALL BE BACKFILLED EVENLY ON BOTH SIDES. 5. SUBMITTALS AND SUBSTITUTIONS: 5A. SUBMITTALS: REFER TO SPECIFICATIONS FOR DETAILED REQUIREMENTS. -IF THE CONTRACTOR REQUESTS A CHANGE
FROM THE STRUCTURAL DRAWINGS, IT SHALL BE APPROVED BY THE ARCHITECT AND DESIGNED BY MARTIN/MARTIN, INC. PRIOR TO SUBMITTING SHOP DRAWINGS. VARIATION SHALL BE INDICATED ON THE SHOP DRAWINGS.
CONTRACTOR SHALL COMPENSATE MARTIN/MARTIN, INC. FOR MAKING THE CHANGE. -CONSTRUCTION DOCUMENTS SHALL NOT BE REPRODUCED FOR USE IN SUBMITTALS -ALL SHOP DRAWINGS SHALL REFERENCE THE STRUCTURAL
DRAWING NUMBER AND DETAIL USED TO PREPARE THE SUBMITTAL -SUBMIT A STATEMENT OF RESPONSIBILITY FOR THE CONSTRUCTION THE LATERAL LOAD RESISTING SYSTEM IDENTIFIED IN THE DESIGN CRITERIA
IN ACCORDANCE WITH IBC SECTION 1709.1 5B. SUBSTITUTIONS: ARCHITECT'S APPROVAL SHALL BE SECURED FOR FOR ALL SUBSTITUTIONS 5C. NONCONFORMANCE: NOTIFY ARCHITECT OF CONDITIONS NOT CONSTRUCTED
PER THE CONTRACT DOCUMENTS PRIOR TO PROCEEDING WITH CORRECTIVE WORK. SUBMIT PROPOSED REPAIR TO THE ARCHITECT FOR ACCEPTANCE. CONTRACTOR SHALL COMPENSATE MARTIN/MARTIN, INC. FOR DESIGNING
THE REPAIR. 6. OSHA STANDARDS: 6A. THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION. NOTHING SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE CONSTRUED AS ELIMINATING THE NEED
FOR THE CONTRACTOR TO COMPLY WITH ALL OSHA REQUIREMENTS. 6B. THE CONTRACTOR SHALL ADD ALL NECESSARY BOLTS, ANCHOR BOLTS, PLATES, STIFFENER PLATES, STABILIZER PLATES, BRIDGING, BRACING,
BEARING SEATS, COLUMN SPLICES, ETC., AS WELL AS CLOSURES FOR OPENINGS. IN ADDITION, FIELD WELD ANYTHING THAT MAY BE CONSIDERED A TRIP HAZARD, AFTER PROTECTIVE DECKING IS INSTALLED. 6C.WASHERS
OR RINGS MAY BE WELDED TO COLUMNS TO PROVIDE FOR SAFETY CABLES. DO NOT PLACE HOLES IN COLUMNS WITHOUT APPROVAL OF THE STRUCTURAL ENGINEER. ADJUST LOCATIONS OR ADD COLUMN SPLICES AS NECESSARY
TO COMPLY WITH OSHA REQUIREMENTS. SUBMIT PROPOSED LOCATIONS. 6D.WHERE THE STRUCTURAL DRAWINGS APPEAR TO CONFLICT WITH OSHA REQUIREMENTS, THE STRUCTURAL DRAWINGS REPRESENT FINAL CONDITIONS
ONLY. THE CONTRACTOR SHALL ADD ALL ERECTION FRAMING NECESSARY TO COMPLY WITH OSHA. 7. CONSTRUCTION ENGINEERING: 7A. THE STRUCTURE DEFINED ON THE CONTRACT DOCUMENTS HAS BEEN DESIGNED
ONLY FOR LOADS ANTICIPATED ON THE STRUCTURE DURING ITS SERVICE LIFE. PROVIDE ALL REQUIRED ENGINEERING AND OTHER MEASURES TO ACHIEVE THE MEANS, METHODS, AND SEQUENCES OF WORK. SUCH ENGINEERING
MAY INCLUDE, BUT IS NOT LIMITED TO: -LAYOUT -DESIGN FOR FORMWORK, -DESIGN OF CONCRETE MIXES -ERECTION PROCEDURES WHICH ADDRESS STABILITY OF THE FRAME DURING CONSTRUCTION -WELD PROCEDURES
-DESIGN OF TEMPORARY BRACING OF WALLS FOR WIND, SEISMIC, OR SOIL LOADS -SURVEYING TO VERIFY CONSTRUCTION TOLERANCES -EVALUATION OF TEMPORARY CONSTRUCTION LOADS ON STRUCTURE DUE TO EQUIPMENT
AND MATERIALS -STRUCTURAL ENGINEERING TO RESIST ANY OTHER LOADS NOT IDENTIFIED IDENTIFIED ON DESIGN DRAWINGS 8. COORDINATION: 8A. STRUCTURAL DRAWINGS ARE NOT STAND-ALONE DOCUMENTS AND
ARE INTENDED TO BE USED IN CONJUNCTION WITH CIVIL, ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND DRAWINGS FROM OTHER DISCIPLINES. THE CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS OF THE
CONTRACT DOCUMENTS INTO SHOP DRAWINGS AND WORK. 8B. COORDINATE DIMENSIONS OF ALL OPENINGS, BLOCKOUTS, DEPRESSIONS, ETC., WITH ARCHITECTURAL DRAWINGS, DRAWINGS FROM OTHER DISCIPLINES,
AND FIELD CONDITIONS PRIOR TO SHOP DRAWING SUBMITTAL. 8C. SEE ARCHITECTURAL PLANS FOR INTERIOR PARTITIONS. PARTITION FRAMING SHALL BE CONNECTED TO THE PRIMARY STRUCTURE IN SUCH A WAY
SO AS TO ALLOW FOR VERTICAL LIVE LOAD DEFLECTIONS OF SPAN/360 OF THE FLOOR FRAMING. DO NOT MAKE RIGID VERTICAL AND HORIZONTAL CONNECTIONS TO THE PRIMARY STRUCTURE IN THE PLANE OF THE
WALL. 9. DEFERRED SUBMITTALS (DFS): 9A. THE FOLLOWING PORTIONS OF THE STRUCTURAL DESIGN WILL NOT BE SUBMITTED AT THE TIME OF PERMIT APPLICATION. CONCTRACTOR IS RESPONSIBLE FOR DESIGN
PROCUREMENT. AFTER DESIGN TEAM REVIEW, THESE DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE BUILDING OFFICIAL BY THE CONTRACTOR AFTER ADDRESSING COMMENTS FROM DESIGN TEAM REVIEW:
-PRECAST CONCRETE -METAL STAIRS -STOREFRONT -SEISMIC BRACING OF MEP EQUIPMENT THAT IS EITHER REQUIRED FOR LIFE SAFETY, OR CONTAINS HAZARDOUS MATERIALS. -METAL RAILINGS AND HANDRAILS
-SHEET PILING 9B. WORK UNDER SCOPE OF A DEFERRED SUBMITTAL MAY NOT START UNTIL APPROVAL BY THE BUILDING DEPARTMENT. DESIGN CRITERIA 1. CODES AND STANDARDS: 1A. GENERAL DESIGN -INTERNATIONAL
BUILDING CODE 2009 WITH 2010 TOWN OF VAIL AMENDMENTS 1B. LOADS -ASCE/SEI 7-05 “MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES” 1C. CONCRETE -ACI 301-08 “SPECIFICATIONS FOR STRUCTURAL
CONCRETE FOR BUILDINGS” -ACI 318-08 “BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE” 1D. STEEL -ANSI/AISC 360-05: “SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS” 1E. WOOD -ANSI/AF&PA
NDS-2005: “NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION” WITH 2001 & 2005 SUPPLEMENTS SUPPLEMENTS 1F. MASONRY -ACI 530-08/ASCE 5-08: "BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES"
-ACI 530.1-05/ASCE 6-05: "SPECIFICATION FOR MASONRY STRUCTURES" 1G. FALL ARREST -ANSI/ASSE Z359.1-2007: "SAFETY REQUIREMENTS FOR PERSONAL FALL ARREST SYSTEMS, SUBSYSTEMS AND COMPONENTS"
2. SEISMIC LOADS -SEISMIC DESIGN CATEGORY = C -OCCUPANCY CATEGORY = II -EARTHQUAKE IMPORTANCE FACTOR, Ie = 1.0 -MAPPED SPECTRAL RESPONSE ACCELERATION, Ss= 0.350 -MAPPED SPECTRAL RESPONSE
ACCELERATION, S1= 0.081 -DESIGN SPECTRAL RESPONSE COEFFICIENT, SDs = 0.355 -DESIGN SPECTRAL RESPONSE COEFFICIENT, SD1 = 0.130 -SOIL SITE CLASS = D -BASIC STRUCTURAL SYSTEM: BEARING WALL
-STRUCTURAL SEISMIC LATERAL SYSTEM: INTERMEDIATE REINFORCED PRECAST SHEARWALLS -RESPONSE MODIFICATION FACTOR, R = 4.0 -SEISMIC RESPONSE COEFFICIENT, Cs= 0.089 -SYSTEM OVERSTRENGTH FACTOR,
OMEGA = 2.5 -DEFLECTION AMPLICATION FACTOR, Cd = 4.0 -DESIGN BASE SHEAR = 340 KIPS -SEISMIC ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE PROCEDURE 3. WIND LOADS -OCCUPANCY CATEGORY =
I -WIND IMPORTANCE FACTOR, Iw = 1.0 -BASIC WIND SPEED = 90 MPH -EXPOSURE CATEGORY = B -INTERNAL PRESSURE COEFFICIENT, GCpi = +/-0.18 4. DESIGN WIND PRESSURE FOR COMPONENTS AND CLADDING
AND ELEMENTS DESIGNED BY THE CONTRACTOR -PRESSURES LISTED BELOW ARE BASED ON 10 SF EFFECTIVE WIND AREA. FINAL CALCULATIONS TO BE COMPLETED BY CONTRACTOR -SEE ‘WALL CORNER AND SPECIAL
ROOF ZONES DIAGRAM’ -TYPICAL WALL AREA INWARD PRESSURE = 16.4 PSF -TYPICAL WALL AREA OUTWARD PRESSURE = 17.7 PSF -WALL CORNERS(OUTWARD) = 21.9 PSF -TYPICAL ROOF AREA (OUTWARD) = 15.0
PSF -ROOF SPECIAL ZONES (EAVES, RAKES, RIDGES AND CORNERS) (OUTWARD) = 38.5 PSF -PARAPETS (INWARD OR OUTWARD) = 44.2 PSF -SCREEN WALLS (INWARD OR OUTWARD) = 15.0 PSF 5. LATERAL LOAD
RESISTING SYSTEM DESCRIPTION: -COMPOSITE STRUCTURAL TOPPING SLABS ON PRECAST MEMBERS DISTRIBUTE LATERAL LOADS TO INTERMEDIATE REINFORCED PRECAST SHEARWALLS. 6. GRAVITY LOADS 6A. SEE
LOAD KEY SHEETS FOR SUPERIMPOSED DEAD LOAD AND LIVE LOADS USED IN DESIGN. 6B. SNOW LOADING -SNOW LOAD LOAD (ROOF PITCH < 4:12) Pf = 100 PSF -SNOW LOAD (ROOF PITCH > 4:12) Pf = 80 PSF
GENERAL NOTES 1. DESIGN CRITERIA: 1A. THE GEOTECHNICAL REPORT PREPARED BY KOECHLEIN CONSULTING ENGINEERS, INC. , NUMBER 10-050, DATED 2 NOVEMBER 2010, PROVIDED CRITERIA FOR THE FOUNDATION
DESIGN FOR THE PROJECT. 2. FOOTINGS: -MAXIMUM TOTAL LOAD SOIL BEARING PRESSURE = 4000 PSF -ULTIMATE COEFFICIENT OF FRICTION TO RESIST LATERAL LOADS = 0.4 3. FOUNDATION WALLS: 3A. EQUIVALENT
FLUID PRESSURES USED FOR WALL DESIGN: -“ACTIVE” CONDITION = 40 PCF -“AT REST” CONDITION = 60 PCF -“PASSIVE” CONDITION = 300 PCF 3B. WALL DESIGN BASED ON-SITE GRANULAR BACKFILL ADJACENT
TO FOUNDATION WALLS. SEE GEOTECHNICAL REPORT FOR REQUIREMENTS. 4. SITE RETAINING WALLS: 4A. EQUIVALENT FLUID PRESSURES USED FOR WALL DESIGN: -“ACTIVE” CONDITION = 40 PCF -“AT REST” CONDITION
= 60 PCF -“PASSIVE” CONDITION = 300 PCF -MAXIMUM FOOTING TOTAL LOAD SOIL BEARING PRESSURE = 4000 PSF -ULTIMATE COEFFICIENT OF FRICTION USED IN DESIGN TO RESIST LATERAL LOADS = 0.4 4B.
WALL DESIGN BASED ON ON-SITE GRANULAR BACKFILL ADJACENT TO FOUNDATION WALLS. SEE GEOTECHNICAL REPORT FOR REQUIREMENTS. FOUNDATION NOTES 23 2 CONSTRUCTION 02.04.2011 3 ADDENDUM #1 02.18.2011
7 B.D. RESPONSES 04.11.2011 7
GAUGE METAL GAUGE CONVERSION MINIMUM THICKNESS (MILS*) 22 27 20 33 18 43 54 14 68 12 97 NOTES: * 1 MIL = 1/1000" 16 ANCHOR TYPE POST-INSTALLED ANCHOR TABLE PRODUCT ADHESIVE (IN CONCRETE)
HILTI HIT RE-500 SD ADHESIVE ANCHOR RODS SCREW ANCHORS EXPANSION ANCHORS (IN CONCRETE) --HILTI KWIK BOLT TZ SIMPSON TITEN HD Fy (KSI) COMMENTS --36 MIN --Fu (KSI) --58 MIN --SUBMIT CALCULATIONS
FOR SUBSTITUTIONS ----SUBMIT CALCULATIONS FOR SUBSTITUTIONS SUBMIT CALCULATIONS FOR SUBSTITUTIONS THREADED ROD, UNGREASED 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 395 East Lionshead Circle VAIL, COLORADO 81657 4/8/2011 11:32:47 AM C:\Users\EricS\Desktop\ESobel documents\ERS
Revit Models (local)\21615.S.05 AUX BUILDING-ers.rvt S003 MATERIAL NOTES LIONSHEAD TRANSIT WELCOME CENTER ERIC SOBEL ERIC SOBEL MIKE McAFFREY 21615.S.05 MIKE McAFFREY 1. GENERAL: 1A.
ALL WORK SHALL CONFORM WITH ACI 301, LATEST EDITION, UNLESS NOTED OTHERWISE IN DRAWINGS OR PROJECT SPECIFICATIONS. 1B. DETAIL BARS IN ACCORDANCE WITH THE LATEST EDITIONS OF PUBLICATION
SP-66: “ACI DETAILING MANUAL” WITH ADDED REQUIREMENTS OF THE PROJECT SPECIFICATION AND ACI 318: “BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE.” 2. REINFORCING MATERIALS: 2A. SEE
‘REINFORCING MATERIALS TABLE’ 3. REINFORCING FABRICATION: 3A. SPLICES: -NO SPLICING OF REINFORCEMENT PERMITTED EXCEPT AS NOTED ON DRAWINGS. MAKE BARS CONTINUOUS AROUND CORNERS. WHERE
PERMITTED, SPLICES MAY BE MADE BY CONTACT LAPS OR MECHANICAL CONNECTORS. -SEE ‘LAP SPLICE SCHEDULE’ FOR LAP LENGTHS. 3B. MISCELLANEOUS REINFORCING REQUIREMENTS: -PROVIDE ADDITIONAL BARS
OR STIRRUPS REQUIRED TO SECURE REINFORCING IN PLACE DURING CONCRETE PLACEMENT. -MAKE ALL REINFORCING BAR BENDS IN THE FABRICATOR’S SHOP UNLESS NOTED. -NO WELDING OF REINFORCING PERMITTED
UNLESS NOTED ON DRAWINGS. WHERE PERMITTED, PERFORM WELDING IN ACCORDANCE WITH AWS D1.4, LATEST EDITION. -PROVIDE ADDED REINFORCING TO TRIM ALL OPENINGS, NOTCHES, AND REENTRANT CORNERS
AS NOTED IN TYPICAL DETAILS. 3C. INCLUDE IN THE BID THE COST FOR THE MATERIAL, FABRICATION AND PLACING OF 1000 LINEAR FEET OF #5 REINFORCING BARS. THE REINFORCING WILL BE ADDED TO THE
SHOP DRAWINGS AND IN FIELD OBSERVATION REPORTS BY THE ENGINEER AS “ADDED PER GENERAL NOTES.” AN UP-TO-DATE TOTAL OF LINEAR FEET ADDED WILL BE MAINTAINED AND SUBSTANTIATED BY SHOP DRAWINGS
AND FIELD OBSERVATION REPORTS. 4. STRUCTURAL CONCRETE MIX REQUIREMENTS: 4A. SEE ‘CONCRETE MIX TABLE’ 5. SLAB-ON-GRADE: 5A. VERIFY ALKALINITY OF CONCRETE SURFACE, SLAB VAPOR TRANSMISSION,
AND SLAB FLATNESS/LEVELNESS ARE COMPATIBLE WITH FLOORING SYSTEM AND ADHESIVES PRIOR TO INSTALLING FLOORING. 5B. TAKE PRECAUTIONS TO MINIMIZE SLAB CURLING. GRIND SLAB OR USE LEVELING
COMPOUND IF FLOOR FLATNESS AND LEVELNESS VALUES ARE NOT ACCEPTABLE TO THE ARCHITECT. 6. NON-SHRINK GROUT: 6A. CONFORM TO ASTM C1107, GRADES B, OR C. 6B. ACHIEVE 6000 PSI COMPRESSIVE
STRENGTH AT 28 DAYS. 7. PLACING REINFORCEMENT: 7A. REINFORCEMENT PROTECTION: -SEE ‘CONCRETE COVER TABLE’ -SEE ACI 318-05 7.5 FOR REINFORCEMENT PLACING TOLERANCES AND ACI 117 FOR ADDITIONAL
REQUIREMENTS 7B. PROVIDE ACCESSORIES NECESSARY TO PROPERLY SUPPORT REINFORCING AND WELDED WIRE FABRIC AT POSITIONS SHOWN ON PLANS. ALL REINFORCING, DOWELS, BOLTS, AND EMBEDDED PLATES
SHALL BE SET AND TIED IN PLACE BEFORE THE CONCRETE IS POURED. “STABBING” INTO PREVIOUSLY PLACED CONCRETE IS NOT PERMITTED. 8. CONSTRUCTION/CONTROL JOINTS: 8A. SUBMIT DRAWINGS SHOWING
CONSTRUCTION AND CONTROL JOINT LOCATIONS ALONG WITH THE SEQUENCE OF POURS. CONSTRUCTION JOINT LOCATIONS AND CASTING SEQUENCE SHALL BE ARRANGED TO MINIMIZE THE EFFECTS OF ELASTIC AND
LONG-TERM SHORTENING/SHRINKAGE. 8B. CONSTRUCTION JOINT LOCATION AND CASTING SEQUENCE SHOWN ON THE DRAWINGS IS SUGGESTED AND HAS BEEN ARRANGED TO MINIMIZE THE EFFECTS OF ELASTIC AND LONG-TERM
SHORTENING. SUBMIT DRAWINGS SHOWING PROPOSED CONSTRUCTION JOINT LOCATION AND CASTING SEQUENCE. 8C. LOCATE CONSTRUCTION JOINTS IN TOPPING SLABS AND SLABS-ON-GRADE FOR A MAXIMUM LENGTH
OF 120 FEET WITH A MAXIMUM AREA OF 12,000 SQUARE FEET. 8D. SHEAR FRICTION JOINTS: WHERE CONSTRUCTION JOINTS ARE LABELED AS “ROUGHENED” ON THE DRAWINGS, THE ENTIRE JOINT SURFACE SHALL
BE MECHANICALLY ROUGHENED TO A 1/4” AMPLITUDE AND THOROUGHLY CLEANED. EXPOSE THE COURSE AGGREGATE IN THE THE HARDENED CONCRETE AND REMOVE ALL LOOSE MATERIAL. 9. PRECAST CONCRETE: 9A.
THE STRUCTURAL DRAWINGS SHOW THE INTENT OF THE PRECAST CONCRETE FRAMING. REINFORCING SHOWN BUT NOT CALLED OUT IS CONCEPTUAL AND SHALL BE DESIGNED BY THE PRECAST MANUFACTURER. REINFORCING
CALLED OUT ON DRAWINGS IS A MINIMUM FOR FINAL IN-PLACE CONDITIONS. 9B. SIZE OF PRECAST MEMBERS SHALL NOT BE CHANGED UNLESS ACCEPTED BY THE ARCHITECT AND ENGINEER. 9C. PROVIDE RANDOM
ORIENTED FIBER REINFORCED BEARING PADS UNLESS NOTED OTHERWISE. MINIMUM PAD ALLOWABLE COMPRESSION STRESS SHALL BE 1500 PSI. 9D. PROVIDE MEMBER CONNECTIONS DETAILED ON THE DRAWINGS WITHOUT
VARIATION. CONNECTIONS CONCEPTUALLY SHOWN OR NOT SHOWN SHALL BE DESIGNED BY THE PRECAST MANUFACTURER TO TRANSFER LOADS FROM ERECTION AND FINAL CONDITIONS. 9E. PROVIDE SUFFICIENT CAPACITY
IN ALL FRAMING MEMBERS TO TRANSFER OUT-OF-PLANE WALL REACTIONS FROM ONE SIDE OF BUILDING TO THE OTHER. 9F. FOR DESIGN LOADING, SEE SHEET S004 AS WELL AS DETAILS. PROVIDE SUFFICIENT ADDITIONAL
CAPACITY TO SUPPORT MEP EQUIPMENT SHOWN ON MEP DRAWINGS. 9G. LIMIT LIVE LOAD AND LONG-TERM CUMULATIVE DEFLECTION TO L/480 FOR SPANDREL PANELS/BEAMS NOT SUPPORTING STONE, AND L/720 FOR
SPANDREL PANELS/BEAMS SUPPORTING STONE. 9H. LIMIT LIVE LOAD AND LONG-TERM DEFLECTION TO L/360 FOR FLOOR MEMBERS STEEL NOTES 1. CONNECTIONS: 1A. PROVIDE CONNECTIONS AS SHOWN IN THE ‘STEEL
BEAM CONNECTION SCHEDULES’ AND DETAILS HEREIN. REFER TO SPECIFICATION FOR ALTERNATIVES AND CONNECTIONS NOT SHOWN. 2. WELDING REQUIREMENTS: 2A. WELDERS: HAVE IN POSSESSION CURRENT EVIDENCE
OF PASSING THE APPROPRIATE A.W.S. QUALIFICATION TESTS. 2B. MINIMUM WELDS: AISC SPECIFICATION, NOT LESS THAN 3/16” FILLET, CONTINUOUS UNLESS OTHERWISE NOTED. 2C.WELD SIZES AND LENGTHS
CALLED FOR ON THE DRAWINGS ARE THE NET EFFECTIVE REQUIRED. INCREASE WELD SIZE IF GAPS EXIST AT THE FAYING SURFACE. 2D.WELD SIZES SHALL BE AS SHOWN UNLESS A GREATER SIZE IS REQUIRED BY
ANSI/AISC 360-05 TABLES J2.3 AND J2.4. 2E. ALL GROOVE WELDS SHALL BE COMPLETE PENETRATION UNLESS NOTED. 2F. FIELD WELDING SYMBOLS INDICATE SUGGESTED CONSTRUCTION PROCEDURES. 3. STRUCTURAL
STEEL INSTALLATION: 3A. ALL HIGH STRENGTH BOLTS USED IN COLUMN SPLICES, CONNECTIONS OF BEAMS AND GIRDERS TO COLUMNS, AND WHERE NOTED ON THE DRAWINGS AS TYPE “SC” OR OTHER TYPE FOLLOWED
BY “PT”, SHALL BE TENSIONED TO THE VALUES OF TABLE J3.1 OF ANSI/AISC 360-05. OTHER HIGH-STRENGTH BOLTS MAY BE INSTALLED SNUG TIGHT AS DEFINED BY AISC. 4. METAL DECK: 4A. SEE ‘METAL DECK
SCHEDULE’ FOR MATERIALS, PROFILE, AND CONNECTIONS TO STRUCTURE. 4B. DECK DESIGN IS IN ACCORDANCE WITH STEEL DECK INSTITUTE (SDI) PUBLICATION NO. 31 AND DIAPHRAGM DESIGN MANUAL, LATEST
EDITIONS. 4C. INSTALL DECK OVER 4 SUPPORTS (3 SPAN CONTINUOUS) UNLESS NOTED OTHERWISE. DO NOT INSTALL DECK AS SINGLE SPAN UNLESS SPECIFICALLY SHOWN ON DRAWINGS. 4D. PROVIDE DECK ATTACHMENTS
AS NOTED ON DRAWINGS. 5. STRUCTURAL COLD FORMED METAL FRAMING: 5A. REFER TO DETAILS FOR REQUIRED STUD AND JOIST MATERIAL GRADES AND SECTION PROPERTIES. REFER TO DETAILS FOR CONNECTIONS
AND OTHER REQUIREMENTS. 5B. LOAD BEARING METAL FRAMING: -MAXIMUM GAP BETWEEN WALL STUDS AND TRACK SHALL BE 1/8”. SHIM AS REQUIRED TO ACHIEVE THIS CRITERIA. -ALL BRACING, BRIDGING, AND
CONNECTIONS SHALL BE COMPLETE PRIOR TO INSTALLING ROOF FRAMING ABOVE. CONCRETE MIX TABLE NOTES: a. FOR THE MAXIMUM COARSE AGGREGATE SIZE INDICATED, USE THE FOLLOWING AGGREGATE SIZE NUMBERS
PER ASTM C33: 3/8”: #8 AGGREGATE 3/4”: #67 AGGREGATE 1”: #57 AGGREGATE b. TOTAL AIR CONTENT LIMITS INCLUDE BOTH ENTRAINED AND ENTRAPPED AIR +/-1 1/2%. ‘NP’ IN COLUMN INDICATES ADDITION
OF ENTRAINED AIR IS NOT PERMITTED. c. ABBREVIATIONS FOR REQUIRED ADMIXTURES AS FOLLOWS: AE = AIR-ENTRAINING ADMIXTURE. DO NOT USE ENTRAINED AIR FOR STEEL TROWELED FINISHED FLOORS. WRA
= WATER REDUCING ADMIXTURE. MRWRA = MID-RANGE WATER REDUCING ADMIXTURE, MAXIMUM SLUMP = 6”. NCNCA = NON-CORROSIVE, NON-CHLORIDE ACCELERATOR. RA = RETARDING ADMIXTURE. d. ABBREVIATIONS
FOR OTHER REQUIREMENTS AS FOLLOWS: MSC = MICROSILICA CONCRETE. MSS = MAXIMUM SHRINKAGE STRAIN
LIMITED, RE: SPECS. FA = FLY ASH NOT PERMITTED. FAR = FLY ASH REQUIRED. MCI = MAXIMUM CHLORIDE ION LIMITS 0.06 FOR PRESTRESSED CONCRETE, 0.15 FOR CONCRETE EXPOSED TO CHLORIDES IN USE.
CAN = CALCIUM NITRITE CORROSION INHIBITOR ADMIXTURE 2 GALLONS PER CUBIC YARD. HRNP = HIGH RANGE WATER REDUCING ADMIXTURE SHALL NOT BE USED TO OBTAIN HIGH SLUMP UNLESS DATA ARE SUBMITTED
DEMONSTRATION SLUMP IS NOT LOST UNTIL CONCRETE IS OVER 90 MINUTES OLD. e. FOR CONCRETE PLACED BY PUMPING PROVIDE CONCRETE MIX FLOWABILITY TO FACILITATE PUMPING. ENTRAINED AIR MAY BE
USED IF IT CAN BE SHOWN THAT THE FLOOR WILL HAVE A FINISH ACCEPTABLE TO THE ARCHITECT WITHOUT BLISTERS. f. " * " INDICATES CONCRETE MIX DESIGN BY PRECASTER (DFS). ALL EXTERIOR CONCRETE
TO BE 5KSI MINIMUM. CONCRETE NOTES CONCRETE MIX TABLE CONC MIX TYPE INTENDED USE 28 DAY STRENGTH, f'c (KSI) CONCRETE WEIGHT MAX W/C RATIO, INCLUDING FLY ASH MIN CEMENT MATERIAL (#/CY),
INCLUDING FLY ASH MAX AGGREGATE SIZE (IN), NOTE a SLUMP LIMITS (IN), TOLERANCE = +1 1/2", -1 1/2" TOTAL AIR CONTENT CONTENT (%), NOTE b CEMENT TYPE REQUIRED ADMIXTURES, NOTE c OTHER
REQUIREMENTS, NOTE d 1 FOOTINGS 3.5 NWC --470 1 4 --I /II ----2 WALLS, PEDESTALS 3.5 NWC --470 3/4 4 5 I /II AE --3 ALL CONC EXPOSED TO WEATHER OR DEICERS 5 NWC 0.40 564 1 4 5 1/2 I
/II AE, WRA MSC MSS, MCI, CAN 4 EXT TOPPING SLABS 5 LWC 0.40 564 3/4 4 5 1/2 I /II AE, WRA MCI 5 INT TOPPING SLABS 3.5 LWC 0.50 517 3/4 4 NP I /II WRA MSS 6 SLAB ON GRADE 3.5 NWC 0.45
517 1 4 NP I /II WRA MSS 7 ALL CONC OTHERWISE NOT SPECIFIED 5 NWC 0.50 517 3/4 4 5 1/2 I /II AE --8 PRECAST * NWC * * * * * * * * 9 CMU GROUT 2 NWC ----3/8 10 --I /II ----STEEL MATERIAL
TABLE STEEL ELEMENT ASTM/TYPE Fy (KSI) Fu (KSI) COMMENTS ANCHOR RODS F1554 GR 55 55 75 WELDABLE, HEAVY HEX HEADED BOLTS A325 OR F1852 --120 BOLTS ARE 3/4"Ø UNO, USE TENSION-CONTROLLED
WHERE POSSIBLE COLD-FORMED STUDS/PLATE, 33 AND 43 MIL A1003 33 ----COLD-FORMED STUDS/PLATE, 54 MIL AND HEAVIER A1003 50 ----COLD-FORMED TRACK, ALL THICKNESSES A1003 33 ----DAS A496 70
80 --HAS A108 51 65 STUDS ARE 3/4"Ø UNO OTHER SHAPES A36 36 58 --PIPE A53 GR B 35 60 --PLATES A36 36 58 --RECT HSS A500 GR B 46 58 --ROUND HSS A500 GR B 42 58 --WELDING ELECTRODES E70
----PER AWS WF, WT A992 50 65 --WOOD NOTES 1. LAMINATED MEMBER SIZES: 1A. GLU-LAM AND LVL SIZES SHOWN ARE NET. OTHER MEMBER SIZES ARE NOMINAL. 2. FRAMING LUMBER: 2A. DRY (19% MAXIMUM
MOISTURE CONTENT AT THE TIME OF INSTALLATION), DOUGLAS-FIR No.1 WITH MINIMUM DESIGN VALUES BASED ON THE 2005 NDS. 3. FABRICATED LUMBER: 3A. FABRICATED LUMBER DESIGNATIONS ARE THOSE MANUFACTURED
BY iLEVEL, BOISE, IDAHO. 3B. FABRICATED LUMBER IS DESIGNATED ON THE DRAWINGS AS: MICROLLAM (LVL). 3C. FABRICATED LUMBER SHALL BE DRY. 4. GLUED LAMINATED MEMBERS: 4A. COMBINATION SYMBOL:
PURLINS, BEAMS, TRUSSES: 24F-V8 COLUMNS: 3 4B. MINIMUM DESIGN VALUES ARE BASED ON THE 2005 NDS. 5. SHEATHING: 5A. PLYWOOD: -CONFORM TO U.S. DEPARTMENT OF COMMERCE STANDARD PS-1 AND APA
PERFORMANCE STANDARD PRP-108, LATEST EDITIONS. 6. NAILING: 6A. UNLESS NOTED OTHERWISE ON THE DRAWINGS, PROVIDE BOX NAILS WITH SIZES SHOWN IN THE TABLE BELOW. MINIMUM NAILING SHALL BE
IN ACCORDANCE WITH IBC 2009 TABLE 2304.9.1. BECAUSE THE IBC NAILING SCHEDULE IS BASED ON COMMON NAILS, AND BOX NAILS ARE SPECIFIED FOR THIS PROJECT, ADD ONE NAIL TO ALL CONNECTIONS IN
THIS SCHEDULE. 7. METAL CONNECTORS: 7A. FRAMING CONNECTORS SHALL CONFORM TO IBC 2009 SECTION 1715.1 FRAMING CONNECTOR DESIGNATIONS ARE THOSE MANUFACTURED BY SIMPSON STRONG-TIE COMPANY,
SAN LEANDRO, CALIFORNIA. OTHER MANUFACTURER’S PRODUCTS MAY BE USED IF APPROVED BY THE ENGINEER. FURNISH NAILS AND/OR BOLTS OF DIAMETER, LENGTH, AND NUMBER SPECIFIED BY THE MANUFACTURER
FOR EACH CONNECTOR. 7B. ALL CONNECTOR HOLES SHALL BE FILLED WITH PROPER NAILS/BOLTS INCLUDING OPTIONAL NAIL LOCATIONS FOR UPLIFT. ALL BOLT HOLES SHALL BE DRILLED INTO FRAMING MEMBERS.
MAXIMUM HOLE DIAMETER IS 1/16” LARGER THAN THE BOLT DIAMETER. 8. OPENINGS: 8A. OPENING, POCKETS, ETC., SHALL NOT BE PLACED IN STRUCTURAL MEMBERS UNLESS DETAILED ON THE STRUCTURAL DRAWINGS.
9. TENSION RODS: 9A. WHERE TENSION RODS ARE INDICATED TO BE SLIGHTLY PRESTRESSED, INSTALL RODS AND TRUSSES IN FINAL LOCATION, REMOVE SHORING, AND TIGHTEN SLEEVE NUTS UNTIL TOP OF TRUSS
IS RAISED 1/8". REINFORCING MATERIAL TABLE REINF ELEMENT ASTM Fy (KSI) Fu (KSI) COMMENTS TYP REINFORCING A615 60 90 --WELDED & FIELD BENT REINF A706 60 80 --WELDED WIRE REINFORCING,
SMOOTH A185 65 75 --WELDED WIRE REINFORCING, DEFORMED A497 70 80 --TENDONS A416 --270 --10. MEP AND OTHER OPENINGS AND EMBEDMENTS: 10A. PROVIDE SLEEVES AT OPENINGS (SUCH AS THOSE REQUIRED
FOR PLUMBING AND ELECTRICAL PENETRATIONS) BEFORE PLACING CONCRETE. DO NOT CUT REINFORCING WHICH MAY CONFLICT. CORING OF CONCRETE IS NOT PERMITTED. 10B. REFER TO TYPICAL DETAILS FOR SPACING
LIMITS ON SLEEVES AND FOR REQUIREMENTS FOR EMBEDDED CONDUIT AND PIPE. 11. RIGID INSULATION: 11A. MINIMUM COMPRESSIVE STRENGTH = 400 PSF. 11B. MAXIMUM DENSITY = 2 PCF. MASONRY NOTES 1.
DEFINITIONS: 1A. STRUCTURAL MASONRY IS SHOWN ON THE STRUCTURAL PLANS AND DEFINED IN DETAILS ON THE STRUCTURAL DRAWINGS. 1B. SEE ARCHITECTURAL DRAWINGS FOR LOCATION, THICKNESS AND EXTENT
OF MASONRY PARTITIONS. SEE DETAILS ON THE STRUCTURAL DRAWINGS FOR GENERAL MASONRY PARTITION REQUIREMENTS. 1C. SEE ARCHITECTURAL DRAWINGS FOR ALL MASONRY VENEER REQUIREMENTS. SEE DETAILS
ON THE STRUCTURAL DRAWINGS FOR MASONRY VENEER LOOSE LINTELS. 2. DESIGN STRENGTH: 2A. DEVELOP 1500 PSI COMPRESSIVE STRENGTH (f’m) IN 28 DAYS. 2B. STEEL REINFORCING: -PRIMARY REINFORCING:
ASTM A615, 60 KSI -HORIZONTAL JOINT REINFORCING: ASTM A82, PREFABRICATED, LADDER TYPE 3. SPLICES: 3A. SEE MASONRY LAP SPLICE SCHEDULE FOR LAP LENGTHS 4. INSTALLATION REQUIREMENTS: 4A.
GROUT SOLID ALL CELLS CONTAINING REINFORCING, EMBEDDED ITEMS, AND ALL OTHER CELLS NOTED ON THE CONTRACT DOCUMENTS. 2 2 CONSTRUCTION 02.04.2011 4 ADDENDUM #2 03.02.2011 4
1.1 1.2 1.31.4 BC 2.1 2.2 2.3 2.5 2.7 2.9 2.10 2.11 AA A 2.4 2.6 2.8 BB A.5 1.1 1.2 1.3 1.4 B C 2.1 2.2 2.3 2.5 2.7 2.9 2.10 2.11 AA 2.12 2.13 A 2.4 2.6 2.8 BB A.5 1.1 1.2 1.3 1.4 B
C 2.1 2.2 2.3 2.5 2.7 2.9 2.10 2.11 AA 2.12 A 2.4 2.6 2.8 BB A.5 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 395 East Lionshead Circle VAIL, COLORADO 81657 4/8/2011 11:32:49 AM C:\Users\EricS\Desktop\ESobel documents\ERS Revit Models (local)\21615.S.05 AUX BUILDING-ers.rvt S004
LOADING PLANS LIONSHEAD TRANSIT WELCOME CENTER ERIC SOBEL ERIC SOBEL MIKE McAFFREY 21615.S.05 MIKE McAFFREY GRAVITY LOADS TABLE LOCATION HATCH SUPERIMPOSED DEAD LOAD (PSF) LIVE LOAD
(PSF) LIVE LOAD REDUCTION POINT LOAD (LB) MAX DOUBLE TEE WEIGHT (PSF) PLANTERS 350 (INCLUDES 24" OF SOIL AND 105PSF SPLIT SLAB LOAD) 125 No ----EXTERIOR STAIRS 92 (INCLUDES 82PSF TOPPING
SLAB) 125 No 2000 --EXISTING GARAGE 40 PSF NEW TOPPING 100 No ----ROOF -TIMBER 25 (INCLUDES 18 ROOFING LOAD) 80 (TOV SNOW LOAD) No ----ROOF -LT-GA 25 (INCLUDES 18 ROOFING LOAD) 100 (TOV
SNOW LOAD) No --ROOF -PRECAST 40 (INCLUDES 20 PSF ROOFING LOAD) 100 (TOV SNOW LOAD) No 2000 65 ROOF EVENT SPACE 105 (INCLUDES 95 PSF SPLIT SLAB LOAD) 100 (TOV SNOW LOAD) No 2000 65 ROOF
-MECHANICAL 105 (INCLUDES 95 PSF SPLIT SLAB LOAD) 75 + EQUIP BUT NOT LESS THAN 150 No 2000 65 TYPICAL FLOOR 20 100 Yes 2000 65 LEVEL 2 ABOVE WAITING 40 100 Yes 2000 65 CATERING PANTRY
80 (INCLUDES 60 PSF SPLIT SLAB) 100 Yes 2000 65 GREEN ROOF 60 (INCLUDES 10 PSF ROOFING LOAD, 50 PSF SOIL) 125 No ----LOADING LOADING PLAN -LEVEL 2 PLAN -LEVEL 3 LOADING PLAN -ROOF 2
2 CONSTRUCTION 02.04.2011 4 ADDENDUM #2 03.02.2011 4
ITEM FREQUENCY STANDARD REINFORCING STEEL, BOLTS AND EMBEDMENTS CRITERIA -WELDING --PER STRUCTURAL --STEEL TESTING CONCRETE -AIR CONTENT WHEN AIR ENTRAINMENT IS SPECIFIED AND LIGHTWEIGHT
CONCRETE EACH COMPOSITE SAMPLE ASTM C231 PRESSURE --METHOD (NWC) OR ASTM C173 VOLUMETRIC METHOD (LWC) STRUCTURAL CONCRETE TESTING -COMPOSITE SAMPLE OBTAIN AT POINT OF PLACEMENT. PROVIDE
MINIMUM 5 TOTAL TESTS PER MIX BUT NOT MORE THAN ONE SAMPLE PER TRUCK LOAD. ASTM C172 -SLUMP/SLUMP FLOW EACH COMPOSITE SAMPLE PERFORM ADDITIONAL TESTS WHEN CONCRETE CONSISTENCY APPEARS
TO CHANGE. ASTM C143 (SLUMP) OR ASTM C1611 (SLUMP FLOW) 100 CY/MIX/DAY -TEMPERATURE EACH COMPOSITE SAMPLE AND 60 MINUTE INTERVALS REQUIRED WHEN AIR TEMPERATURE IS 40 °F AND BELOW OR
80°F AND ABOVE. ASTM C1064 -UNIT WEIGHT FOR STRUCTURAL LIGHTWEIGHT CONCRETE ASTM C138 ---COLD WEATHER CURING --RECORD MAXIMUM AND MINIMUM CONCRETE TEMPERATURE DURING CURING PERIOD, WHEN
DAILY AVERAGE AIR TEMPERATURE OF 40 °F OR BELOW IS EXPECTED FOR 3 SUCCESSIVE DAYS DURING CURING PERIOD. ASTM C1074 EACH COMPOSITE SAMPLE -COMPRESSIVE STRENGTH EACH COMPOSITE SAMPLE TEST
ONE CYLINDER SPECIMEN AT 7 DAYS AND TWO CYLINDER SPECIMENS AT 28 DAYS. IF DESIGN STRENGTH IS NOT ACHIEVED AT 28 DAYS, TEST REMAINING CYLINDER AT 56 DAYS. ACCEPTANCE CRITERIA PER ACI
318-05. ASTM C31 (6x12 SPECIMENS) AND ASTM C39 STRUCTURAL CONCRETE TESTING NOTES: 1. NONDESTRUCTIVE TESTING MAY BE PERMITTED BY THE ARCHITECT, BUT WILL NOT BE USED AS THE SOLE BASIS
FOR APPROVAL OR REJECTION OF DEFICIENT CONCRETE. 2. REPORTS OF COMPRESSIVE STRENGTH TESTS SHALL CONTAIN THE FOLLOWING INFORMATION: DATE OF CONCRETE PLACEMENT, LOCATION OF CONCRETE BATCH
IN WORK, DESIGN 28-DAY COMPRESSIVE STRENGTH, CONCRETE SUPPLIER AND MIXTURE ID NUMBER, TIME OF BATCH AND PLACEMENT, AMBIENT AIR TEMPERATURE, SITE ADDED WATER AND ADMIXTURES, UNIT WEIGHT,
AND AS REQUIRED BY ASTM C39. MEASURE CONCRETE FLOOR FLATNESS (FF) AND FLOOR LEVELNESS (FL) PERFORM MEASUREMENTS WITHIN 48 HOURS OF FINISHING OPERATIONS AND PRIOR TO REMOVAL OF SHORES
OR FORMS. MEASURE AREAS INDICATED IN THE SPECIFICATIONS. --ASTM E1155 TEST ANCHOR WITH CALIBRATED TORQUE WRENCH TO 100% OF THE INSTALLATION TORQUE NOTED IN ICC-ES REPORT. ATTAIN SPECIFIED
TORQUE WITHIN 1/2 TURN OF THE NUT. ITEM FREQUENCY STANDARD EXPANSION & SCREW ANCHORS CRITERIA POST-INSTALLED ANCHORS/REINFORCING STEEL TESTING -TORQUE TEST 100% --ADHESIVE ANCHORS TEST
THE INSTALLATION OF THE FIRST 3 OF EACH TYPE, BASE MATERIAL, AND POSITION (DOWN, HORIZ, OVERHEAD). OBSERVE ASTM E488 MINIMUM EDGE DISTANCES FOR DETERMINING TEST LOCATIONS. SUBMIT PROPOSED
TEST LOCATIONS AND TEST LOAD TO ARCHITECT/ENGINEER. -TENSION TEST FIRST 3 AND 1% OF REMAINING, OR AS SPECIFIED BY NOTE 1. ASTM E488 STATIC TENSION POST-INSTALLED ANCHORS TESTING NOTES:
1. FREQUENCY OF TESTING FOR ALL CONSTRUCTION FIXES TO BE 1% OR AS SPECIFIED BY THE ENGINEER IN AMENDMENTS TO THESE DOCUMENTS. ITEM FREQUENCY STANDARD EXPANSION & SCREW ANCHORS CRITERIA
-PRIOR TO INSTALLATION OF ANCHOR EACH ANCHOR VERIFY TYPE, DIAMETER, LENGTH, FINISH, AND BASE MATERIAL. VERIFY SOLID GROUTED AREA AROUND ANCHORS IN GROUTED MASONRY. VERIFY MAXIMUM IMPACT
WRENCH TORQUE RATING FOR SCREW ANCHORS. ICC-ES REPORT POST-INSTALLED ANCHORS/REINFORCING STEEL SPECIAL INSPECTIONS ADHESIVE ANCHORS -DURING INSTALLATION OF ANCHOR C CONTINUOUS INSPECTION
REQUIRED REGARDLESS IF PERIODIC INSPECTION IS PERMITTED BY ICC-ES REPORT. VERIFY HOLE DIMENSIONS, HOLE CLEANING, ANCHOR EMBEDMENT, EDGE DISTANCES AND SPACING. ICC-ES REPORT -AFTER INSTALLATION
OF ATTACHED ASSEMBLY 100% VISUAL VERIFY NUMBER, EDGE DISTANCES, AND ANCHOR FLUSH WITH AND PERPENDICULAR TO THE RECEIVING SURFACE. ---PRIOR TO INSTALLATION OF ANCHOR EACH ANCHOR VERIFY
TYPE, DIAMETER, LENGTH, FINISH, AND BASE MATERIAL. VERIFY SOLID GROUTED AREA AROUND ANCHORS IN GROUTED MASONRY. ICC-ES REPORT -DURING INSTALLATION OF ANCHOR C CONTINUOUS INSPECTION REQUIRED
REGARDLESS IF PERIODIC INSPECTION IS PERMITTED BY ICC-ES REPORT. VERIFY HOLE DIMENSIONS, HOLE CLEANING, ANCHOR EMBEDMENT, EDGE DISTANCES AND SPACING. ICC-ES REPORT -AFTER INSTALLATION
OF ATTACHED ASSEMBLY 100% VISUAL VERIFY NUMBER, EDGE DISTANCES, AND ANCHOR FLUSH WITH AND PERPENDICULAR TO THE RECEIVING SURFACE. ---PRIOR TO START OF WORK --ICC-ES REPORT REVIEW CONTRACTOR'S
INSTALLATION PROCEDURE. -PRIOR TO START OF WORK --ICC-ES REPORT REVIEW CONTRACTOR'S INSTALLATION PROCEDURE. -CURE TIME 100% VISUAL VERIFY FULL CURE TIME HAS ELAPSED PRIOR TO APPLICATION
OF TORQUE OR LOAD TO ANCHOR. --ITEM FREQUENCY STANDARD METAL DECK CRITERIA -METAL DECK P --VERIFY TYPE, GAGE, AND LOCATION -ATTACHMENT P ---FIELD CUTS AND NOTCHES P VERIFY CUTS OR NOTCHES
THROUGH SECTION ARE REPAIRED. --STRUCTURAL METAL DECKING SPECIAL INSPECTIONS VERIFY ATTACHMENT TYPE, SIZE, SPACING, AND EDGE DISTANCES SCREWED ATTACHMENTS -FASTENER P VERIFY TYPE, DIAMETER,
LENGTH, SPACING AND EDGE DISTANCES ---SCREW PENETRATION P VERIFY MATERIALS HAVE BEEN DRAWN TOGETHER AND SCREWS ARE FULLY DRIVEN WITH A MINIMUM PENETRATION OF 3 THREADS THROUGH THE LAST
MATERIAL JOINED. ---DAMAGED SCREWS P NO POPPED SCREW HEADS OR STRIPPED SCREWS ARE PERMITTED. ALL DAMAGED SCREWS SHALL BE REPLACED. --ITEM FREQUENCY STANDARD REINFORCING STEEL CRITERIA
-DURING PLACEMENT P VERIFY GRADE, FINISH, SIZE, BAR QUANTITY, LOCATION, SPACING, COVER, HOOK LENGTHS, SPLICE LENGTH, SPLICE LOCATIONS, BEND DIAMETERS, COATING, SURFACE CONDITION, AND
SUPPORT. ACI 318-05 3.5,7.1-7.7 -WELDING C AWS D1.4 VERIFY ASTM A706 REINFORCING STEEL. -FIELD BENDING P ACI 301-05 3.3.2.8 ---COATED REINFORCING P ACI 301-05 3.2.1.2 --BOLTS AND EMBEDMENTS
CONCRETE -MIX DESIGN EACH TRUCK VERIFY USE OF APPROVED DESIGN MIXTURE FOR EACH TRUCK LOAD ---PLACEMENT OF CONCRETE C ACI 318-05 5.9-5.10 -CURING P ACI 318-05 5.11-5.13 -SHORE/FORM REMOVAL
P ACI 318-05 6.2 FOR BEAMS AND STRUCTURAL SLABS STRUCTURAL CONCRETE SPECIAL INSPECTIONS -PRIOR TO PLACEMENT OF CONCRETE 100% VERIFY TYPE, FINISH, DIAMETER, LENGTH, QUANTITY, EMBEDMENT
LENGTH, SPACING AND EDGE DISTANCES. VERIFY USE OF PLACING TEMPLATE WHERE SPECIFIED. ---WELDING ----INSPECT PER THE STRUCTURAL STEEL TABLE -MECHANICAL CONNECTORS C ICC-ES REPORT ---FORMWORK
PRIOR TO PLACEMENT OF CONCRETE P INSPECT FIRST POUR OF EACH TYPE (GRADE BEAM, TOPPING SLAB, ETC.) ACI 318-05 6.1.1 PRECAST CONCRETE ERECTION P VERIFY CONFORMANCE TO THE CONTRACTOR'S
SUBMITTED ERECTION PLAN ---PRIOR TO PLACEMENT OF CONCRETE 100% ----ITEM FREQUENCY STANDARD PRIOR TO START OF WORK CRITERIA -PRIOR TO FABRICATION OR ERECTION --VERIFY PLATES AND SHAPES
CONFORM TO ASTM STANDARDS SPECIFIED, REVIEW MANUFACTURER'S CERTIFIED MILL TEST REPORTS OR CERTIFICATE OF COMPLIANCE --STRUCTURAL STEEL SPECIAL INSPECTIONS DURING BOLTING --VERIFY BOLT
ASSEMBLY CONFORMS TO ASTM STANDARDS SPECIFIED, REVIEW CERTIFICATE OF COMPLIANCE, OBSERVE PRE-INSTALLATION VERIFICATION TESTING OF PRETENSIONED FASTENER ASSEMBLIES, VERIFY APPROPRIATE
FAYING SURFACE CONDITION AISC 360 /RCSC SPECIFICATION -PRIOR TO BOLTING P VERIFY CONNECTED MATERIALS HAVE BEEN DRAWN TOGETHER AND PROPERLY SNUGGED. AISC 360 /RCSC SPECIFICATION -SNUG-TIGHTENED
JOINTS P AISC 360 /RCSC SPECIFICATION -PRETENSIONED AND SLIPCRITTICA JOINTS C AISC 360 /RCSC SPECIFICATION -PRETENSIONED AND SLIPCRITTICA JOINTS USING CALIBRATED WRENCH OR TURNOOFNUT
METHOD WITHOUT MATCHMARKING -PRIOR TO WELDING DURING WELDING -SINGLE PASS P AWS D1.1 --FILLET WELD < 5/16" -SINGLE PASS FILLET WELD C AWS D1.1 --> 5/16" AND MULTIPASS FILLET WELD -PARTIAL
PENETRATION C AWS D1.1 --GROOVE WELD -COMPLETE PENETRATION C AWS D1.1 --GROOVE WELD -SHEAR CONNECTOR, HEADED P AWS D1.1 VERIFY TYPE, SIZE, SPACING, AND LOCATIONS ANCHOR STUD (HAS) AND
DEFORMED ANCHOR STUD (DAS) --VERIFY MATERIALS, PROCEDURES, WELDER QUALIFICATIONS, AND REVIEW CERTIFICATES OF COMPLIANCE AWS D1.1 /AISC 360 AFTER WELDING -SINGLE PASS 100% VISUAL AWS
D1.1 --FILLET WELD < 5/16" -SHEAR CONNECTOR, HEADED 100% VISUAL AWS D1.1 VERIFY TYPE, SIZE, SPACING, AND LOCATIONS ANCHOR STUD (HAS) AND DEFORMED ANCHOR STUD (DAS) VERIFY PROPER USE
OF PRETENSION METHOD, VERIFY CONNECTED MATERIALS HAVE BEEN DRAWN TOGETHER AND PROPERLY SNUGGED. VERIFY PROPER USE OF PRETENSION METHOD, VERIFY CONNECTED MATERIALS HAVE BEEN DRAWN TOGETHER
AND PROPERLY SNUGGED. VERIFY TIGHTNESS OF NUT FOR 10% OF BOLTS (2 MIN) AT EACH JOINT. STRUCTURAL STEEL INSPECTION NOTES: 1. IN TENSIONED JOINTS, WHEN SPLINES ARE NOT SHEARED OR INDICATOR
WASHERS ARE NOT PROPERLY DEFORMED, THE TESTING AGENCY SHALL DETERMINE THAT PROPER BOLT TENSION HAS BEEN ACHIEVED BY THE APPLICATION OF A PROPERLY CALIBRATED TESTING TORQUE OR THE CONTRACTOR
MAY REMOVE AND REPLACE ALL DEFICIENT BOLTS. ALL COST OF ADDITIONAL INSPECTION SHALL BE BORNE BY THE CONTRACTOR. ITEM FREQUENCY STANDARD SUBGRADE CRITERIA -EXCAVATION P VERIFY EXCAVATIONS
ARE EXTENDED TO THE PROPER DEPTH AND HAVE REACHED THE PROPER BEARING MATERIAL --SOILS SPECIAL INSPECTIONS -BEARING MATERIAL P VERIFY BEARING MATERIAL IS ADEQUATE TO ACHIEVE THE DESIGN
BEARING CAPACITY SOILS REPORT CONTROLLED FILL -PLACEMENT C VERIFY USE OF PROPER MATERIALS, DENSITIES, COMPACTION, AND LIFT THICKNESSES ---PRIOR TO PLACEMENT P --VERIFY SUBGRADE HAS BEEN
PROPERLY PREPARED SOILS SPECIAL INSPECTION NOTES: 1. SEE CIVIL DRAWINGS AND/OR SPECIFICATIONS FOR ADDITIONAL EARTHWORK AND UTILITY INSPECTION REQUIREMENTS. 2. SEE CIVIL DRAWINGS AND/OR
SPECIFICATIONS FOR CLASSIFICATION AND TESTING REQUIREMENTS FOR COMPACTED FILL AND/OR CONTROLLED LOW-STRENGTH MATERIAL. ITEM FREQUENCY STANDARD FRAMING CRITERIA -MEMBERS AND CONNECTIONS
P VERIFY SPECIES, GRADE, SIZE, LOCATION, SPACING, END BEARING AND END ATTACHMENT ---BRIDGING AND BLOCKING P ---FIELD CUTS AND NOTCHES P NO CUTS OR NOTCHES PERMITTED UNLESS SPECIFIED
ON THE CONSTRUCTION DOCUMENTS --SHEATHED DIAPHRAGM WOOD SPECIAL INSPECTIONS -SPLICING P NO SPLICING OF STRUCTURAL MEMBERS PERMITTED UNLESS SPECIFIED ON THE CONSTRUCTION DOCUMENTS --VERIFY
INSTALLATION AND LOCATION CONNECTIONS -FASTENER P VERIFY TYPE, DIAMETER, LENGTH, SPACING, EDGE DISTANCES, AND USE OF WASHERS. VERIFY HOLE DIAMETER FOR BOLTS. ---MANUFACTURED WOOD CONNECTORS
P VERIFY TYPE, ALL CONNECTOR HOLES FILLED WITH PROPER FASTENERS, AND INSTALLATION IN CONFORMANCE WITH ICC-ES REPORT ICC-ES REPORT -ATTACHMENT P VERIFY PANEL SHEATHING BOUNDARY AND FIELD
FASTENERS AND ATTACHMENT AT ALL EDGES OF SHEAR WALL ---PANEL SHEATHING P VERIFY TYPE, THICKNESS, PANEL SIZE AND ORIENTATION. ---HIGH LOAD DIAPHRAGMS P VERIFY NUMBER OF FASTENER LINES
AND NOMINAL SIZE OF FRAMING AT ADJOINING PANEL EDGES AND BOUNDARIES --ITEM FREQUENCY STANDARD PRIOR TO START OF WORK CRITERIA -OBSERVE PREPARATION OF GROUT SPECIMENS AND/OR PRISMS C
ASTM C1019 --ASTM C1314 STRUCTURAL MASONRY SPECIAL INSPECTIONS (LEVEL 1) AT START OF WORK -LOCATION OF REINFORCEMENT, BOLTS AND EMBEDMENTS -----PROPORTIONING OF SITEPREPPARE MORTAR --VERIFY
THE CONTRACTOR'S METHODS AND WORKMANSHIP ARE COMPLIANT. ACI 530.1 2.6A -MORTAR JOINT CONSTRUCTION --ACI 530.1 3.3B -PLACEMENT OF REINFORCING STEEL (BARS, JOINT REINFORCING AND TIES)
EACH DAY OF WORK VERIFY TYPE, SIZE, BAR QUANTITY, LOCATION, SPACING, COVER, SPLICE LENGTH, SPLICE LOCATIONS, SURFACE CONDITION, SUPPORT AND SECURING. SEE STRUCTURAL CONCRETE TABLE INSPECTION
ITEMS FOR WELDING, FIELD BENDING, COATED REINFORCING, AND MECHANICAL CONNECTORS. ACI 530.1 3.4 PRIOR TO GROUT PLACEMENT -GROUT SPACE 100% VERIFY SPACE IS FREE OF MORTAR DROPPINGS AND
DEBRIS, AND CLEANOUTS PROVIDED AS REQUIRED. ---PLACEMENT OF BOLTS AND EMBEDMENTS EACH DAY OF WORK VERIFY TYPE, FINISH, DIAMETER, LENGTH, QUANTITY, EMBEDMENT LENGTH, SPACING AND EDGE
DISTANCES. VERIFY GROUT SPACE AROUND ANCHORS IN FACE SHELL. ---PLACEMENT OF GROUT C ACI 530.1 3.5 --DURING GROUT PLACEMENT -COLD WEATHER CONSTRUCTION EACH DAY OF WORK IBC 2104.3 REQUIRED
WHEN AIR TEMPERATURE IS BELOW 40 °F. -HOT WEATHER CONSTRUCTION EACH DAY OF WORK IBC 2104.4 -PROPORTIONING OF SITEPREPPARE GROUT P ASTM C476 --DURING WORK -SIZE AND LOCATION OF MASONRY
ELEMENTS EACH DAY OF WORK ACI 530.1 3.3F ---REINFORCING STEEL (BARS, JOINT REINFORCING AND TIES) 100% VERIFY TYPE, SIZE, BAR QUANTITY, LOCATION, SPACING, COVER, SPLICE LENGTH, SPLICE
LOCATIONS, SURFACE CONDITION, SUPPORT AND SECURING. ACI 530.1 3.4 -BOLTS AND EMBEDMENTS 100% VERIFY TYPE, FINISH, DIAMETER, LENGTH, QUANTITY, EMBEDMENT LENGTH, SPACING AND EDGE DISTANCES.
VERIFY GROUT SPACE AROUND ANCHORS IN FACE SHELL. ---MORTAR JOINT CONSTRUCTION 100% ACI 530.1 3.3B --REQUIRED WHEN AIR TEMPERATURE IS ABOVE 90 °F . -ASSEMBLY COMPRESSIVE STRENGTH (f'm)
--VERIFY PRECONSTRUCTION TESTING MEETS PROJECT REQUIREMENTS. --STRUCTURAL MASONRY SPECIAL INSPECTION NOTES: 1. ITEMS NOTED AS FREQUENCY OF "EACH DAY OF WORK" ARE TO BE OBSERVED AT LEAST
2 TIMES EACH DAY THAT MASONRY CONSTRUCTION IS IN PROGRESS. 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 395 East Lionshead Circle VAIL, COLORADO 81657 4/8/2011 11:32:50 AM C:\Users\EricS\Desktop\ESobel documents\ERS Revit Models (local)\21615.S.05 AUX BUILDING-ers.rvt S005
TESTING & INSPECTIONS LIONSHEAD TRANSIT WELCOME CENTER ERIC SOBEL ERIC SOBEL MIKE McAFFREY 21615.S.05 MIKE McAFFREY 3 2 CONSTRUCTION 02.04.2011 3 ADDENDUM #1 02.18.2011
UP E-1 E-2 E-3 E-4 E-F E-5 E-6 E-7 1.1 1.2 1.3 1.4 B C 2.1 2.2 2.3 2.5 2.7 2.9 2.10 2.11 AA 17'-0" 10'-0" 10'-0" 10'-0" 10'-0" 9'-8" 8'-6" 11'-8" 15'-0" 14'-0" 1'-8" 18'-0" 26'-2 1/2"
22'-6" TOC= 100'-0" NOTE: CONTRACTOR TO SHORE ADJACENT TO EXISTING FOUNDATIONS TO PREVENT UNDERMINING 2.12 2.13 A 13'-0" 9'-6" 14'-2" 14'-2" SHEET PILING (DFS) SHEET PILING (DFS) 2.4
2.6 2.8 EXISTING GARAGE 30° S121A S121B S121A S121B BB 28'-8" 2'-10 1/8" A.5 30'-8" ±, VIF 7'-1 1/2" ±, VIF SEE CIVIL FOR EXTENT OF (E) WALL DEMOLITION 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 B21064.04 MARY HART DESIGN POST OFFICE BOX 8528 BRECKENRIDGE, CO 80424 LANDSCAPE ARCHITECT t: 970.389.3583 395 East Lionshead Circle VAIL, COLORADO 81657 4/8/2011 11:32:50 AM C:\Users\EricS\Desktop
\ESobel documents\ERS Revit Models (local)\21615.S.05 AUX BUILDING-ers.rvt S101 FOUNDATION PLAN LIONSHEAD TRANSIT WELCOME CENTER ERIC SOBEL ERIC SOBEL MIKE McAFFREY 21615.S.05 MIKE McAFFREY
1/8" = 1'-0" LEVEL 1 FRAMING PLAN (OVERALL) 1. REFERENCE ELEVATION 100'-0" = 8146.3' 2. SEE S000 SERIES SHEETS FOR GENERAL NOTES, SYMBOLS AND ABBREVIATIONS. 3. SEE S300 FOR TYPICAL CONCRETE
DETAILS 4. SEE S301-S302 FOR TYPICAL FOUNDATION DETAILS 5. SEE S303 FOR TYPICAL SLAB ON GRADE DETAILS 6. SEE S380 SERIES SHEETS FOR PRECAST WALL ELEVATIONS 7. SEE S319 S319 FOR TYPICAL
SITE WALL DETAILS 8. "F#" INDICATES SPREAD FOOTING TYPE. SEE 2/S301. 9. "P#" INDICATES CAST-IN-PLACE CONCRETE PEDESTAL TYPE. SEE 12/S306. 10. "PC#" INDICATES PRECAST CONCRETE COLUMN
TYPE. SEE 2/S340. 11. SEE S400 FOR TYPICAL MASONRY DETAILS. 12. "WC#" INDICATES WOOD COLUMN TYPE. SEE 4/S620. 13. SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS OF INTERIOR NON-LOAD BEARING
CMU PARTITION WALLS. 14. SEE ARCHITECTURAL DRAWINGS FOR VAPOR RETARDER LOCATIONS. CONTRACTOR SHALL INSTALL VAPOR RETARDER PER RECOMMENDATIONS OF PCA AND ACI 302.1R-04. 15. NOTE: ANGULAR
DIMENSIONS ARE GIVEN TO (1) DECIMAL POINT OF PRECISION. CONTRACTOR TO VERIFY DIMENSIONS PRIOR TO FABRICATION. 16. SEE ARCHITECTURAL AND MECHANICAL DRAWINGS FOR SLAB SLOPES, DEPRESSIONS,
FILL, PADS, AND CURBS NOT SHOWN ON THE STRUCTURAL DRAWINGS. 17. SEE S5.40 SERIES FOR LT-GA FRAMING DETAILS. 2 2 CONSTRUCTION 02.04.2011 4 ADDENDUM #2 03.02.20114
E-1 E-2 E-3 E-4 E-F E-5 E-6 E-7 1.1 1.2 1.3 1.4 B C 2.1 2.2 2.3 2.5 2.7 2.9 2.10 2.11 AA 17'-0" 10'-0" 10'-0" 10'-0" 10'-0" 9'-8" 8'-6" 11'-8" 15'-0" 14'-0" 4" T&G 4" T&G 1'-8" 18'-0"
26'-2 1/2" 22'-6" 2.12 2.13 A 2.4 2.6 2.8 14'-2" 14'-2" 13'-0" 9'-6" EXISTING GARAGE 30° S122A S122B S122A S122B BB 28'-8" 2'-10 1/8" A.5 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
B21064.04 MARY HART DESIGN POST OFFICE BOX 8528 BRECKENRIDGE, CO 80424 LANDSCAPE ARCHITECT t: 970.389.3583 395 East Lionshead Circle VAIL, COLORADO 81657 4/8/2011 11:32:51 AM C:\Users\EricS\Desktop\E
Sobel documents\ERS Revit Models (local)\21615.S.05 AUX BUILDING-ers.rvt S102 LEVEL 2 FRAMING PLAN LIONSHEAD TRANSIT WELCOME CENTER ERIC SOBEL ERIC SOBEL MIKE McAFFREY 21615.S.05 MIKE
McAFFREY 1/8" = 1'-0" LEVEL 2 FRAMING PLAN (OVERALL) 1. REFERENCE ELEVATION 100'-0" = 8146.3' 2. SEE S000 SERIES SHEETS FOR GENERAL NOTES AND ABBREVIATIONS 3. SEE S340 SERIES SHEETS
FOR TYPICAL PRECAST DETAILS 3. SEE S380 SERIES SHEETS FOR TYPICAL PRECAST WALL ELEVATIONS 4. SEE S600 SERIES SHEETS FOR TYPICAL TIMBER DETAILS 5. PROVIDE PRECAST FRAMING MEMBERS AS SHOWN
ON PLAN. DESIGN PRECAST MEMBERS FOR THE DESIGN GRAVITY LOADS SHOWN IN THE GENERAL NOTES. 6. 3 1/2" TOPPING SLAB TO BE REINFORCED WITH WWF 6x6-W2.9x2.9. 4" TOPPING SLAB TO BE REINFORCED
WITH WITH #4@18" OC EW EC. 7. SEE S400 FOR TYPICAL MASONRY DETAILS. 8. SEE S5.40 SERIES FOR LT-GA FRAMING DETAILS. 2 CONSTRUCTION 02.04.2011
E-1 E-2 E-3 E-4 E-F E-5 E-6 E-7 1.1 1.2 1.3 1.4 B C 2.1 2.2 2.3 2.5 2.7 2.9 2.10 2.11 AA CUT (E) PRECAST SPANDREL PANEL ONCE (N) CIP PEDESTAL HAS CURED 22'-6" 1'-8" 18'-0" 26'-2 1/2"
17'-0" 10'-0" 10'-0" 10'-0" 10'-0" 9'-8" 8'-6" 11'-8" 15'-0" 14'-0" A13'-0" 9'-6" 2.4 2.6 2.8 30° EXISTING GARAGE S123A S123B S123A S123B BB 28'-8" 2'-10 1/8" A.5 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: t: 970.949.6108 TOWN OF VAIL DEPARTMENT OF PUBLIC WORKS 1309 ELKHORN DRIVE VAIL, CO 81632
t: 970.479.2158 A B21064.04 MARY HART DESIGN POST OFFICE BOX 8528 BRECKENRIDGE, CO 80424 LANDSCAPE ARCHITECT t: 970.389.3583 395 East Lionshead Circle VAIL, COLORADO 81657 4/8/2011 11:32:52
AM C:\Users\EricS\Desktop\ESobel
documents\ERS Revit Models (local)\21615.S.05 AUX BUILDING-ers.rvt S103 LEVEL 3 FRAMING PLAN LIONSHEAD TRANSIT WELCOME CENTER ERIC SOBEL ERIC SOBEL MIKE McAFFREY 21615.S.05 MIKE McAFFREY
1/8" = 1'-0" LEVEL 3 FRAMING PLAN (OVERALL) 1. REFERENCE ELEVATION 100'-0" = 8146.3' 2. SEE S000 SERIES SHEETS FOR GENERAL NOTES AND ABBREVIATIONS 3. SEE S340 SERIES SHEETS FOR TYPICAL
PRECAST DETAILS 3. SEE S380 SERIES SHEETS FOR TYPICAL PRECAST WALL ELEVATIONS 4. SEE S600 SERIES SHEETS FOR TYPICAL TIMBER DETAILS 5. PROVIDE PRECAST FRAMING MEMBERS AS SHOWN ON PLAN.
DESIGN PRECAST MEMBERS FOR THE DESIGN GRAVITY LOADS SHOWN IN THE GENERAL NOTES. 6. 3 1/2" TOPPING SLAB TO BE REINFORCED WITH WWF 4x4-W4.0x4.0. 4" TOPPING TOPPING SLAB TO BE REINFORCED
WITH #4@18" OC EW EC. 7. SEE S400 FOR TYPICAL MASONRY DETAILS. 8. "WC" INDICATES WOOD COLUMN TYPE. SEE 4/S620. 9. SEE S5.40 SERIES FOR LT-GA FRAMING DETAILS. 3 2 CONSTRUCTION 02.04.2011
3 ADDENDUM #1 02.18.2011 4 ADDENDUM #2 03.02.2011 4
1.2 1.3 B C 2.1 2.2 2.3 2.5 2.7 AA RIDGE 22'-6" 22'-6" SLOPE SLOPE DN A 2.4 2.6 2.8 FIREPLACE FLUE 17'-0" 10'-0" 10'-0" 10'-0" 10'-0" 9'-8" 8'-6" LOW ROOF S110 2 Sim S110 3 Sim (2) GL
5.125x18 10'-8" 6'-8" 3'-7 5/8" 3'-7 5/8" 4" T&G W/5/8" SHEATHING 4" T&G W/5/8" SHEATHING 4" T&G W/5/8" SHEATHING 4" T&G W/5/8" SHEATHING 6'-8" GLM 10.75x18 OVERFRAME UPPER ROOF 6'-10"
3 S620 3 S620 5 S620 5'-8" 8 S620 S110 1 BB 28'-8" 7'-0" 1'-0" 3 S622 18'-0" 6'-8" 7 S620 7 S620 EQ EQ EQ EQ EQ EQ EQ EQ 5'-7 1/2" 5'-7 1/2" GLM 6.75x21 10 S622 9" 2 S626 T2 T13 T2 T1
T1 T2 T2 T3 T4 T5 (2) GL 5.125x18 (2) GL 5.125x18 (2) GL 5.125x18 T7 T6 T8 T9 T9 T9 T11 T11 T11 T12 T7 5 S621 5 S621 5 S621 (HI & LO) SIM @HI 4 S622 3'-7 5/8" 6'-4" 6'-4" 8'-0" SIM 5
S621 HI&LO 4'-0" SLOPE DN SLOPE DN 10'-8" 7 S620 4 S611 T T T T T T T 7'-6" T T 9'-8" SIM 9" 8 S620 8 S620 SHEATHING NAIL SPACING OF 2" IN SHADED REGION (LOW ROOF ONLY) 6 S622 2 S621
1'-8" 3'-2" 3'-7" 1'-4" 4'-6" 4'-2" 10'-11" 9 8'-4" 9 3 S621TYP 9 2 S622 9 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 B21064.04 MARY HART DESIGN POST OFFICE BOX 8528 BRECKENRIDGE, CO 80424 LANDSCAPE
ARCHITECT t: 970.389.3583 05.16.2011 395 East Lionshead Circle VAIL, COLORADO 81657 5/16/2011 5:49:20 PM C:\Users\EricS\Desktop\ESobel documents\ERS Revit Models (local)\21615.S.05 AUX
BUILDING-ers.rvt S104 ROOF FRAMING PLAN LIONSHEAD TRANSIT WELCOME CENTER ERIC SOBEL ERIC SOBEL MIKE McAFFREY 21615.S.05 MIKE McAFFREY 3/16" = 1'-0" ROOF FRAMING PLAN 1. REFERENCE ELEVATION
100'-0" = 8146.3' 2. SEE S000 SERIES SHEETS FOR GENERAL NOTES AND ABBREVIATIONS 3. SEE S340 SERIES SHEETS FOR TYPICAL PRECAST DETAILS 3. SEE S380 SERIES SHEETS FOR TYPICAL PRECAST WALL
ELEVATIONS 4. SEE S620 SERIES SHEETS FOR TYPICAL TIMBER DETAILS 5. "T#" INDICATES TRUSS TYPE. SEE S600 SERIES 6. SEE S5.40 SERIES FOR LT-GA FRAMING DETAILS. 3 4 2 CONSTRUCTION 02.04.2011
3 ADDENDUM #1 02.18.2011 4 ADDENDUM #2 03.02.2011 9 CCD03 05.13.2011
1.3 C8" Conc HIGH ROOF FEATURE, SEE ARCH PRECAST SOLID PLANK W10x30 HOIST BEAM, BOS=149'-0" 7 S344 TOPC= 151'-0" 5'-9" 6'-6" 5'-9" 2'-5 5/8" 10 1/8" 9'-8" 2 S623 6 1/8" 10'-4" 18'-8"
2'-1 5/8" 2.7 2.9 2.10 2.11 AA AA 2.8 800S162-54@16" 11 S540 11 S540 S540 9 20'-2" 15'-0" 14'-0" 10 S540 12 S540 0.6C 4 S541 DB= 136'-3" 1.3 C 4" T&G 2 S623 TYP 3 3/4" TYP 3 3/4" 8x12
8x12 (2)4x14 (2)4x14 (2)4x14 (2)4x14 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
395 East Lionshead Circle VAIL, COLORADO 81657 4/8/2011 11:32:54 AM C:\Users\EricS\Desktop\ESobel documents\ERS Revit Models (local)\21615.S.05 AUX BUILDING-ers.rvt S110 LOW/HIGH ROOF
PLANS LIONSHEAD TRANSIT WELCOME CENTER ERIC SOBEL ERIC SOBEL MIKE McAFFREY 21615.S.05 MIKE McAFFREY 1/4" = 1'-0" HIGH ROOF FRAMING PLAN 2 1. REFERENCE ELEVATION 100'-0" = 8146.3' 2.
SEE S000 SERIES SHEETS FOR GENERAL NOTES AND ABBREVIATIONS. 1/4" = 1'-0" LOW ROOF FRAMING PLAN 1 1. REFERENCE ELEVATION 100'-0" = 8146.3' 2. SEE S000 SERIES SHEETS FOR GENERAL NOTES
AND ABBREVIATIONS. 1/4" = 1'-0" ROOF FEATURE 3 1. REFERENCE ELEVATION 100'-0" = 8146.3' 2. SEE S000 SERIES SHEETS FOR GENERAL NOTES AND ABBREVIATIONS. 2 2 CONSTRUCTION 02.04.2011 4 ADDENDUM
#2 03.02.2011 4
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 17'-0" 10'-0" 10'-0" 10'-0" 10'-0" 4" SOG #4@18" EA WAY 1'-8" 18'-0" 26'-2 1/2" 22'-6" TOC= 100'-0" PRECAST STAIRS 1 S304
22'-6" TOF= 93'-0" 4 S304 SHEET PILING (DFS) 2 S304 3 TOC= 97'-0" S304 1'-7 1/4" 1'-8" 9 3/4" F9 97'-0" F8 97'-0" TOF= 99'-0" F7 97'-0" F7 99'-0" 2.4 2.6 EXISTING GARAGE F5 102'-0" S304
9 9" 21'-8" 4" SOG #4@18" EA WAY TOC= 105'-4" 9 S303 13'-0" 5'-9" 4'-6" 2'-5 5/8" F5 97'-0" 5'-7" 4'-8" 11'-0" 10 S303 F7 97'-0" 9 S303 7 S304 4 S304 PC16x16 PC16x16 PC16x16 SHEET S121B
SHEET S121B HSS6x6x1/4 TOC= 100'-0" P2 PC16x16 P2 PC16x16 P10 P6 8 S340 P7 P4 P1A BB PC16x16 S303 2 3 S303 (E) FTG, VIF AS REQD TOC= 99'-0" TOC= 104'-6" 1 S303 TYP 4'-0" TOF= 100'-8"
6 S301 4 S304 TOF= 99'-0" TOF= 97'-0" PAVERS, SEE CIVIL 3 TYP @S302 THRESHOLD 7'-0" TOF= 99'-0" 5 S304 1 S306 4'-4" 1'-3" 3'-5" TOF= 100'-8" 8'-11" 6 S304 TYP 3'-0" TOF= 95'-0" 1'-6"
1'-7 1/2" 2 S626 WC1 TOC= 104'-6" 15'-0" 12'-0" 15'-0" 12'-0" 12 S351 TOC= 99'-3" PC12x12 9'-8" 3'-0" 0" 6'-11 3/8" WC6 TYP OF (2) PRECAST PLANTERS NOTE: FOR BID PURPOSES, ASSUME TOP
OF (E) FOOTING IN GARAGE IS 102'-6" AND SLAB ON GRADE IS 5" THICK. 2" 4 S306 CMU PARTITION WALLS, SEE ARCH 3'-4" 8" 2'-0" 1'-2" 8" 1'-2" 1'-2" 8" 1'-2" 12 S304 SIM TOF= 99'-0" TOF= 96'-0"
TOF= 99'-0" TOC= 99'-0" 1'-9" 1'-6" 1'-9" 12 S319 2 S340 3 S340 TOC= 100'-8" 1'-4" 1'-4" 6'-9" 2'-4" 6" 9'-0" 5'-5" 7'-1" 3'-4" 4'-2" TOC= 99'-0" 6'-2 1/2" 5'-0" 3 S306 TOF= 97'-0" TOC=
100'-8" 6 S306 TOC= 104'-0" 1'-6" 1'-0" 1'-6" 1'-4" 1'-4" 1'-4" TYP @FNDN STEP 4'-0" 3'-4" 8" 2'-0" TOC= 104'-0" TOC= 100'-8" 4" SOG #4@18" EA WAY TOF= 96'-0" 3 S307 10" 1'-4" 10 S304
P1 TOC= 104'-0" TOF= 102'-0" 1'-4" 5 S307 TOC= 104'-6" SIM 2 S307 8 S304 1'-0" 8" 1'-4" TOF= 97'-0" 1'-3" 1'-3" 8"8"8" 7 S625 P5 2 S307 TOF= 99'-0" 7'-4" VIF TOC= 104'-0" TYP 2'-10"
3'-2" TYP 8" 8" 1'-0" SIM P1 2'-8" 1'-3" 2'-1" 7 7 7 8'-0" 7 TOC= 104'-6" 2'-0" 28'-8" 2'-0" 3'-0" PC12x12 7 7 6'-2" 7 5" 6 1/4" 6 1/4" 21'-1 1/2" 1'-6" 2'-8" 2'-8" 2'-4" PC12x12 1'-4"
1'-0" 10 S305 TOF= 97'-0" 1'-7" P1 7 11" 2'-0" 1'-6" 1'-3" 1'-6" 1'-3" 8 TOC= 100'-0" 8 3'-0" 8 TOC= 99'-3" 2'-9 1/2" TOC= 104'-0" 2'-9 1/2" 9 TOC= 104'-6" 9 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 05.16.2011 395 East Lionshead Circle VAIL, COLORADO 81657 5/16/2011
5:49:21 PM C:\Users\EricS\Desktop\ESobel documents\ERS Revit Models (local)\21615.S.05 AUX BUILDING-ers.rvt S121A FOUNDATION PLAN (AREA A) LIONSHEAD TRANSIT WELCOME CENTER ERIC SOBEL
ERIC SOBEL MIKE McAFFREY 21615.S.05 MIKE McAFFREY 3/16" = 1'-0" LEVEL 1 FOUNDATION PLAN (AREA A) 1. SEE S101 FOR PLAN NOTES 32 CONSTRUCTION 02.04.2011 3 ADDENDUM #1 02.18.2011 7 B.D.
RESPONSES 04.11.2011 8 CCD02 04.25.2011 9 CCD03 05.13.2011
E-4 E-F E-5 E-6 E-7 2.5 2.7 2.9 2.10 2.11 AA 2.12 2.13 10'-0" 9'-8" 8'-6" 11'-8" 15'-0" 14'-0" NEW CONCRETE PEDESTAL WITH FOOTING NOTE: CONTRACTOR TO SHORE ADJACENT TO EXISTING FOUNDATIONS
TO PREVENT UNDERMINING 1 S304 F11 4" SOG #4@18" EA WAY 14'-2" 14'-2" TOF= 97'-0" F10 SHEET PILING (DFS) 97'-0" 97'-0" 5 S304 5 S319 TOC= 100'-0" TOF= 96'-6" TOF= 97'-0" TOF= 99'-0" 2.6
2.8 2'-0" 2 S304 EXISTING GARAGE 9 S303 3'-5 3/8" 2'-7" PC16x16 PC16x16 SHEET S121A SHEET S121A BB 8 S340 4'-4" 4'-8" P7 P8 4 S304 6 S303 11 S319 TOC= 100'-0" 1 1/2" TOC= 104'-6" 3'-2
1/2" 5'-0" 6" 2" 4'-0" 4'-0" 3'-6" 5'-2 1/2" 1'-10" 11 S304 EQ EQ 6'-9" HSS6x6x3/8 P1 F3x3 96'-0" TOC= 99'-3" PC12x12 S541 2 TYP OF (4) THIS WALL. SEE ARCH FOR LOCATIONS. 4 S306 6'-8"
± 8'-2" ± 5'-4" ± NOTE: FOR BID PURPOSES, ASSUME TOP OF (E) FOOTING IN GARAGE IS 102'-6" AND SLAB ON GRADE IS 5" THICK. 2"8" 8" 5 S306 6 S304 SIM 3'-0" 1'-8" 8" 6 S350 3'-8" 6'-3" 2'-10
5/8" 13'-10" 6'-6 1/4" 5'-0" 2'-1" 10" 10" TOC= 104'-6" 10 S303 3'-0" 10'-4 1/8" 1'-3" 2 1/4" 12 S319 28'-8" 4" 2'-1" 4" TOC= 104'-8" 4 S307 8" 8" 1'-0" 2'-10 3/8" 1'-0" 2'-0" 28'-8"
7 7 1'-5" 6'-0" 8" 2 S306 TOF= 99'-0" 8 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 B21064.04 MARY HART DESIGN POST OFFICE BOX 8528 BRECKENRIDGE, CO 80424 LANDSCAPE ARCHITECT t: 970.389.3583
04.25.2011 395 East Lionshead Circle VAIL, COLORADO 81657 4/22/2011 4:39:47 PM C:\Users\EricS\Desktop\ESobel documents\ERS Revit Models (local)\21615.S.05 AUX BUILDING-ers.rvt S121B
FOUNDATION PLAN (AREA B) LIONSHEAD TRANSIT WELCOME CENTER ERIC SOBEL ERIC SOBEL MIKE McAFFREY 21615.S.05 MIKE McAFFREY 3/16" = 1'-0" LEVEL 1 FOUNDATION PLAN (AREA B) 1. SEE S101 FOR
PLAN NOTES 3 4 2 CONSTRUCTION 02.04.2011 3 ADDENDUM #1 02.18.2011 4 ADDENDUM #2 03.02.2011 7 B.D. RESPONSES 04.11.2011 8 CCD02 04.25.2011
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 S345 TYP TYP 11 S400 12 S400 4" T&G W/5/8" SHEATHING 4" T&G W/5/8" SHEATHING 5'-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 9 S350 2'-9 1/2" 9 9 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 05.16.2011
395 East Lionshead Circle VAIL, COLORADO 81657 5/16/2011 5:49:22 PM 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
E-4 E-8 E-F E-5 E-6 E-7 2.5 2.7 2.9 2.10 2.11 AA 2.12 2.13 NEW CONCRETE PEDESTAL 10'-0" 9'-8" 8'-6" 11'-8" 15'-0" 14'-0" FIREPLACE FLUE 21LB36 21LB36 14'-2" 14'-2" 2.6 2.8 8 S343 7 S343
10" PRECAST TYP 4 S341 TYP 10" PLANKS 2 S341 12 S343 4 S341 SIM SHEET S122A SHEET S122A 10 S341 10" PLANKS 10" PLANKS BB 28'-8" 6 S344 8 S344 7 S341 1 S343 EXISTING GARAGE (3) #5 CHORD
REINF UNO 5 S624 TOPC= 116'-0" 1-STORY COL (BELOW) 2 S345TYP3 S345 3 4" T&G W/5/8" SHEATHING 6'-6" 5'-2" 4'-0" 5'-1" SLOPE SLOPE 3N16 (3) #5 CHORD REINF UNO 3 S401 1 S401 2 S401 11 S624
5'-1 3/8" 1'-7 3/8" 7 DB= 119'-2 1/2" DB= 118'-3 1/2" 8 DB= 108'-7" DB= 110'-1 3/8" 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 B21064.04 MARY HART DESIGN POST OFFICE BOX 8528 BRECKENRIDGE,
CO 80424 LANDSCAPE ARCHITECT t: 970.389.3583 04.25.2011 395 East Lionshead Circle VAIL, COLORADO 81657 4/22/2011 4:39:48 PM C:\Users\EricS\Desktop\ESobel documents\ERS Revit Models (local)\21615.S.05
AUX BUILDING-ers.rvt S122B LEVEL 2 FRAMING PLAN (AREA B) LIONSHEAD TRANSIT WELCOME CENTER ERIC SOBEL ERIC SOBEL MIKE McAFFREY 21615.S.05 MIKE McAFFREY 3/16" = 1'-0" LEVEL 2 FRAMING PLAN
(AREA B) 1. SEE S102 FOR PLAN NOTES 3 4 2 CONSTRUCTION 02.04.2011 3 ADDENDUM #1 02.18.2011 4 ADDENDUM #2 03.02.2011 7 B.D. RESPONSES 04.11.2011 8 CCD02 04.25.2011
E-1 E-2 E-3 E-4 E-F 1.2 1.3 1.4 B C 2.1 2.2 2.3 2.5 AA A 10" PRECAST 22'-6" 17'-0" 10'-0" 10'-0" 10'-0" 10'-0" REMOVE EXISTING PC SPANDREL PANEL -SHORING OR EXISTING DT BEAM REQUIRED
DIFFUSER OPENING 22'-6" 16SP68-A 16SP68-A 2 S342 TYP 16SP76 4 S343 16SP72 2.4 2.6 8" PLANK 2 S341 11 S600 10 S600 3 S343 4 S342 8" PRECAST PLANK 5 S342 1'-1" 2 S343 12 S600 HSS6x6x1/4
1 S342 BB 10'-0" 9" 21LB20 1 S344 2 S344 EXISTING GARAGE 12 S343 1'-4" 8 S341TYP S341 11 (2) #5 CHORD REINF, TYP UNO (6) #5 CHORD REINF (6) #5 CHORD REINF (6) #5 CHORD REINF TYP SHEET
S123B SHEET S123B TOPC= 126'-11" EXP JT 1'-4" 8" PLANK 1'-6" WC3 WC3 TYP WC4 TYP 1 S350 12 S351 4 S343 WC5, TYP WC4 8'-4" 4" 2'-1 1/2" 1'-6" 3'-0" 9'-2 3/4" 8'-3" 10'-0" 7" 7 S350 9
TYP @S341 THRESHOLDS 28IT24 8 S350 7 18'-0" 26'-2 1/2" 5'-7" SIM TYP @(5) COLS 7 7 S621 TOPC= 132'-3 1/4" 14RB26 TOPC= 128'-0" 7 7 8 S621 10 S346 S346 1 1'-2 1/2" 2'-9 1/2" 9 9 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 05.16.2011 395 East Lionshead Circle VAIL, COLORADO
81657 5/16/2011 5:49:24 PM C:\Users\EricS\Desktop\ESobel documents\ERS Revit Models (local)\21615.S.05 AUX BUILDING-ers.rvt S123A LEVEL 3 FRAMING PLAN (AREA A) LIONSHEAD TRANSIT WELCOME
CENTER ERIC SOBEL ERIC SOBEL MIKE McAFFREY 21615.S.05 MIKE McAFFREY 3/16" = 1'-0" LEVEL 3 FRAMING PLAN (AREA A) 1. SEE S103 FOR PLAN NOTES 3 4 2 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
E-4 E-F E-5 E-6 2.5 2.7 2.9 2.10 2.11 AA CUT (E) PRECAST SPANDREL PANEL ONCE (N) CIP PEDESTAL HAS CURED PROVIDE RIGID INSULATION TO ACHIEVE FFE SPLIT SLAB CONSTRUCTION @ROOF PATIO SOLID
PRECAST PLANK 10'-0" 9'-8" 8'-6" 11'-8" 15'-0" 14'-0" LOAD-BEARING 6" LT-GA WALL 7 S350 3 S342 6 S342 FIREPLACE FLUE, SEE ARCH DIFFUSER OPENING 16SP68-A 16SP68-B 5 S343 2.6 2.8 10" PRECAST
11 S343 2 S341 10 S600 10" PLANK 11 S342 21RB41 1'-1" 10" HOLLOWCORE PLANKS 10" HOLLOWCORE PLANKS BB 28'-8" 11 S600 2 S342 2 S343 12 S600 TYP EXISTING GARAGE 7 S341 (2) #5 CHORD REINF
UNO (6) #5 CHORD REINF (6) #5 CHORD REINF SHEET S123A SHEET S123A 11 S344 TOPC= 128'-0" TOPC= 127'-4" TOPC= 127'-4" TOPC= 127'-4" 4 3/8" 4 S345 WC3 TYP SLOPE DN SLOPE DN 3 S350 5 S350
STONE VENEER, SEE ARCH 6'-8" 8'-6 1/2" 5'-2 1/8" 6'-0" 9'-2" 7 7 7 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 B21064.04 MARY HART DESIGN POST OFFICE BOX 8528 BRECKENRIDGE, CO 80424 LANDSCAPE
ARCHITECT t: 970.389.3583 395 East Lionshead Circle VAIL, COLORADO 81657 4/8/2011 11:32:56 AM C:\Users\EricS\Desktop\ESobel documents\ERS Revit Models (local)\21615.S.05 AUX BUILDING-ers.rvt
S123B LEVEL 3 FRAMING PLAN (AREA B) LIONSHEAD TRANSIT WELCOME CENTER ERIC SOBEL ERIC SOBEL MIKE McAFFREY 21615.S.05 MIKE McAFFREY 3/16" = 1'-0" LEVEL 3 FRAMING PLAN (AREA B) 1. SEE S103
FOR PLAN NOTES 32 CONSTRUCTION 02.04.2011 3 ADDENDUM #1 02.18.2011 4 ADDENDUM #2 03.02.2011 7 B.D. RESPONSES 04.11.2011 4 7
(E) STRUCTURE, VIF. SEE DEMO SEQUENCE T/(E) STRUCTURE 8160.75±, VIF T/TOPPING SLAB SEE ARCH (N)4" TOPPING SLAB DEMO SEQUENCE NOTES: 1. PROTECT (E) STREEL COLUMNS & OTHER CONSTRUCTION
TO REMAIN. 2. DEMOLISH PRE-2010 CONSTRUCTION (EXCLUDING CONCRETE WALLS SUPPORTING 2010 CONSTRUCTION). NOTE: THIS IS ALL HORIZONTAL STRUCTURE AT OR BELOW 8160.75. 2011 DEMO LINE EPOXY
COAT ALL REINFORCEMENT E-1 E-F 1.1 B C A 6 S200 22'-6" 12 S200 S304 9 2010 CONSTRUCTION 22'-6" T/TOPPING SLAB SEE ARCH 2011 DEMO LINE EPOXY COAT ALL REINFORCEMENT INFILL W/SITECAAS CONCRETE
(3)#4xCONT #4 DOWELS @12"OC 16" SLOPE PER ARCH 3" MIN, 8" MAX 2" RIGID INSULATION S300 8 ALIGN #4 U-BARS @12"OC VIF 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 395 East Lionshead Circle VAIL, COLORADO 81657 4/8/2011 11:32:56 AM C:\Users\EricS\Desktop\ESobel documents\ERS Revit
Models (local)\21615.S.05 AUX BUILDING-ers.rvt S200 STAIR DEMOLITION LIONSHEAD TRANSIT WELCOME CENTER ERIC SOBEL ERIC SOBEL MIKE McAFFREY 21615.S.05 MIKE McAFFREY 6 1 1/2" = 1'-0" STAIRS
-DEMO 5 3/16" = 1'-0" STAIR DEMO PLAN 12 1 1/2" = 1'-0" STAIRS -2011 CONSTRUCTION 2 CONSTRUCTION 02.04.2011
21 28 36 43 62 71 80 90 100 LAP SPLICE AND DEVELOPMENT LENGTH SCHEDULE (INCHES) #3 #4 #5 #6 #7 #8 #9 #10 #11 8 11 14 16 19 22 25 28 31 12 15 19 23 26 30 34 38 42 68 10 12 13 15 17 19
22 21 28 36 43 62 71 80 90 100 GENERAL NOTES: 1. 'LCE' = COMPRESSION EMBEDMENT LENGTH, 'LCS' = COMPRESSION LAP SPLICE LENGTH, 'LTE' = TENSION EMBEDMENT LENGTH, 'LTS' = TENSION LAP SPLICE
LENGTH, 'LDH' = HOOK DEVELOPMENT LENGTH 2. 'TOP' BARS ARE HORIZONTAL BARS PLACED SUCH THAT MORE THAN 12 IN. OF FRESH CONCRETE IS CAST BELOW THE BAR 3. ALL BARS THAT ARE NOT 'TOP' BARS
ARE 'OTHER' BARS 4. UNLESS NOTED OTHERWISE, ALL HOOK BARS SHALL EXTEND TO THE FAR FACE (LESS 2" COVER) LAP SPLICE NOTES: 1. ALL SPLICES SHALL BE WIRED IN CONTACT AND STACKED VERTICALLY
2. ALL SPLICES ARE 'LTS' UNLESS NOTED OTHERWISE 3. SMALLER BAR LAP LENGTH SHALL BE USED WHEN SPLICING DIFFERENT SIZED BARS 4. LAP LENGTHS SPECIFICALLY DETAILED ON DRAWINGS SHALL GOVERN
IN LIEU OF LAP LENGTHS SCHEDULED 5. BUNDLED BAR SPLICES: A. INDIVIDUAL BAR SPLICES WITHIN THE BUNDLE SHALL BE STAGGERED B. INCREASE LAP LENGTH 20% FOR A 3 BAR BUNDLE 6. IF A NOTE OR
DETAIL CALLS FOR A BAR TO BE EMBEDDED Ld (DEVELOPMENT LENGTH) INTO CONCRETE, THIS LENGTH SHALL CORRESPOND TO A 'LTE' LAP ADJUSTMENTS TO GIVEN LAP LENGTHS: 1. IF REINFORCING IS SPECIFIED
AS EPOXY COATED, INCREASE SCHEDULED LAP LENGTHS BY 50% 2. SCHEDULED LAP LENGTHS ASSUME: A. CLEAR COVER IS GREATER THAN BAR DIAMETER, BUT NOT LESS THAN 3/4" B. CLEAR SPACING BETWEEN BARS
IS GREATER THAN 2 BAR DIAMETERS C. IF EITHER CONDITION A OR B IS NOT MET FOR A GIVEN BAR, INCREASE LENGTHS BY 50% 3. SPLICE LENGTHS NOTED BASED ON Fy = 60,000 PSI. FOR OTHER YIELD STRENGTHS,
MULTIPLY SPLICE LENGTHS NOTED BY Fy/60,000 4. IF LIGHTWEIGHT AGGREGATE IS SPECIFIED, INCREASE SCHEDULED LAP LENGTHS BY 30%. HOOK EMBEDMENT NOTES: 1. SCHEDULED HOOK EMBEDMENT LENGTHS
ASSUME: A. SIDE COVER IS 2 1/2 INCHES OR GREATER B. COVER BEYOND IS 2 INCHES OR GREATER 2. IF REINFORCING IS SPECIFIED AS EPOXY COATED, INCREASE SCHEDULED LAP LENGTHS BY 20% 3. IF SIDE
COVER IS LESS THAN 2 1/2 INCHES, INCREASE LENGTHS BY 40% 4. IF LIGHTWEIGHT AGGREGATE IS SPECIFIED, INCREASE SCHEDULED LAP LENGTHS BY 30%. 77 70 62 55 48 131 118 105 93 81 22 33 27 16
37 56 46 28 COMP TENSION 78 87 89 12 14 17 19 21 24 27 12 15 19 23 26 30 34 38 42 678 10 12 13 15 17 19 18 25 31 37 54 62 70 78 87 67 60 54 47 42 113 102 91 80 70 19 28 24 14 32 48 40
24 COMP 17 22 28 33 48 55 62 70 78 6679 10 12 13 15 17 17 22 28 33 48 55 62 70 78 60 54 48 42 37 101 91 81 72 63 17 25 21 13 29 43 36 18 22 25 31 37 54 62 70 89 11 14 16 18 20 23 25
12 15 19 23 26 30 34 38 42 LCE LCS LDH LTE TOP LTE OTHER LTS TOP LTS OTHER LCE LCS F'c = 3,000 PSI BAR SIZE (IN-LB) F'c = 4,000 PSI F'c = 5,000 PSI TENSION COMP TENSION LCE LCS LDH LTE
TOP LTE OTHER LTS TOP LTS OTHER LDH LTE TOP LTE OTHER LTS TOP LTS OTHER #10 #13 #16 #19 #22 #25 #29 #32 #36 BAR SIZE (METRIC) ADHESIVE EMBEDMENT TABLE REBAR SIZE EMBEDMENT DEPTH #4 #5
#6 #7 #8 4" 5" 6" 7" 8" NOTES: 1. INSTALL PER MNFR'S RECOMMENDATIONSI 2. DETAIL APPLIES ONLY WHERE REFERENCED ON DRAWINGS 6" EMBEDMENT #3 3" d D2 d D2 D1 d 12d D1 d 6d 4" MIN 4d 2 1/2"
MIN 6d 4" MIN NOTES: 1. ALL BENDS SHALL BE MADE COLD 2. #14 & #18 BARS SHALL BE BEND TESTED & LAB APPROVED PRIOR TO BENDING 1 6 90° HOOK PRINCIPAL REINFORCING 180° HOOK 90° HOOK #3-#5
STIRRUPS ONLY 135° HOOK #3-#8 TIE OR STIRRUP MAX OFFSET BEND ~~ ~ ~ ~ ~ D1 #3 -#8 6d #9 -#11 8d #3 -#5 4d #6 -#8 #9 -#11 6d 8d D2 LTS UNO LESSER OF: 1) LDH 2) MAX AVAILABLE LESS 2" FORM
SAVER 8" 2'-0" BAR SIZE t1 L#3 3/16 2 #4 1/4 2 1/2 #5 5/16 3 #6 3/8 3 1/2 #7 7/16 4 BAR SIZE t2 3/8 1/2 7/16 5/16 1/4 #7 #6 #5 #4 #3 STOP WELD (2) BAR DIA'S FROM BEND #8 1/2 4 1/2 #8
9/16 t1 L t1 L E70XX t2 E70XX 1/8" EQ EQ EQ 8" T EQ EQ EQ EQ EQ 1' -6" T T > 16" T ≤ 16" 1 1/2" 1 1/2" x x 1ST POUR 2ND POUR CONT KEY, TYP EDGES MAY BE ANGLED AT CONTR'S OPTION NOTES:
1. CLEAN SURFACES AND REMOVE LAITANCE 2. WET SURFACE AND REMOVE STANDING WATER PRIOR TO PLACING CONCRETE MAX PENETRATION FOR ANY ANCHOR DRILLED OR SHOT INTO TOP OR BOTTOM OF PRECAST
= SPECIFIED COVER -1/4" BOT COVER COVER SPECIFIED 3/4" ZONE POTENTIAL TENDON TOP COVER SPECIFIED 3/4" KNURLED SHANK FASTENERS ARE TO BE DRIVEN THROUGH THE THICKNESS OF STEEL PAF COLD
FORMED STL 1/2" 1 1/2" 1 1/2" MIN FASTENER SPACING 1/2" MIN EDGE DISTANCE IN STEEL IN CONCRETE PER PAF COLD FORMED STL 3"4" 3" MIN EDGE DISTANCE 4" MIN FASTENER SPACING S300 12 1 1/2"
1 1/2" 1 1/2" d (MIN) BTWN FASTENERS d (MIN) TO EDGE OF COLDFORRME STL d (MIN) TO EDGE OF COLD-FORMED STL EDGE OF ATTACHED COLD-FORMED STL TEK SCREWS TEK SCREW SIZE #10 #12 d 5/8" 3/4"
NOTE -TEK SCREWS SHALL PENETRATE A MIN OF 3 THREADS PAST THE FINAL PLY 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 395 East Lionshead Circle VAIL, COLORADO 81657 4/8/2011 11:32:57 AM C:\Users\EricS\Desktop\ESobel documents\ERS Revit Models (local)\21615.S.05 AUX BUILDING-ers.rvt
S300 TYP CONCRETE DETAILS
LIONSHEAD TRANSIT WELCOME CENTER ERIC SOBEL ERIC SOBEL MIKE McAFFREY 21615.S.05 MIKE McAFFREY 8 NO SCALE EPOXY BAR SCHEDULE 5 NO SCALE LAP SPLICE & DEVELOPMENT LENGTH SCHEDULE 6 NO SCALE
TYP FORMSAVER 3 NO SCALE TYP BAR BEND DETAILS 7 NO SCALE TYP REBAR WELD SCHEDULE 12 NO SCALE TYP PC CONNECTION REQTS 9 NO SCALE TYP KEYED CONST JT GEOMETRY 11 NO SCALE TYP CF POWDER
ACT FASTENER (PAF) 10 NO SCALE TYP CF TEK SCREW SPACING DETAIL 2 CONSTRUCTION 02.04.2011 7 B.D. RESPONSES 04.11.2011 7
MARK FOOTING SIZE L x W x T REINFORCING SERVICE CAPACITY (KIPS) REMARKS F2 2'-0"x2'-0"x1'-0" (3) #4 EW BOT 64 F3 3'-0"x3'-0"x1'-0" (4) #4 EW BOT 100 F4 4'-0"x4'-0"x1'-0" (5) #5 EW BOT
144 F5 5'-0"x5'-0"x1'-0" (6) #5 EW BOT 196 F6 6'-0"x6'-0"x1'-2" (7) #5 EW BOT 256 F7 7'-0"x7'-0"x1'-4" (8) #6 EW BOT F8 8'-0"x8'-0"x1'-6" (9) #7 EW BOT 36 16 SPREAD FOOTING SCHEDULE
SOIL ALLOWABLE PRESSURE = 4000 PSF -------F9 9'-0"x9'-0"x1'-10" (10) #7 EW BOT 324 -F10 10'-0"x10'-0"x2'-0" 400 (11) #7 EW BOT (11) #5 EW TOP -F11 11'-0"x11'-0"x2'-2" (12) #8 EW BOT
484 -F12 12'-0"x12'-0"x2'-6" (13) #8 EW BOT 576 -#5 DWLS, SPACING TO MATCH VERT BARS, UNO #5 DWLS, SPACING TO MATCH VERT BARS, UNO ALTERNATE HOOK DIRECTION 3" 3" CLR 1' -4 1/4" LTS WALL
DOWELS EACH FACE WALL DOWELS -SINGLE LAYER 1' -2" 3" 3" CLR LTS WHERE DWLS CTR (INSIDE FACE SHOWN) 4" 4" 4" CLR 4" CLR EQ EQ PLAN DIMENSIONS BOT REINF PER SCHED TOP REINF IF NOTED IN
SCHED PLAN 1' -7 1/4" 2'-6 1/4" W L L BARS W BARS APPROVED BRG MATL, SEE EARTHWORK SPEC 4'-2 5/8" (L x W) W) 3" 3" CLR 1' -0" T 2" CLR T/FTG, SEE PLAN 3" CLR L BARS W BARS 3" 1 7/8"
LONGITUDINAL REINF TRANSVERSE REINF APPROVED BRG MATL, SEE EARTHWORK SPEC PLAN AT FOOTING INTERSECTIONS 10" LTS AT ALL BAR SPLICES PER DTL PER DTL 3" 3" CLR T/FTG, SEE PLAN 3" CLR3"
TOP REINF (IF OCCURS) 10 1/8" LTS OR CONT AT CONST JTS LTS OR CONT THRU FOOTING 10" NOTES: 1. CLEAN SURFACE AND REMOVE LAITANCE. WET SURFACE AND REMOVE STANDING WATER IMMEDIATELY PRIOR
TO PLACING CONC SEE NOTE 1 . . 1ST POUR 2ND POUR ELEVATION VIEWLTS 1'-10 1/4" 1'-7" 1'-7" LTE LTE MATCH SIZE AND NUMBER OF FTG BOT BARS S300 9 3" 3" CLR (2) TIES AT TOP @3" TOC TOF SEE
PLAN CIP PEDESTAL PER S306 12 FOR ADDITIONAL INFORMATION SEE S600 SERIES SEE PLAN 1 1 T (1'-0" MIN) T H, 2'-0" MAX 1'-3 1/2" LTS + 2'-0" WALL DWLS 1'-1 1/4" LTS TYP UNO 8 5/8" LTS T/FTG
1' -0" 1' -51 8/" SEE PLAN MATCH SIZE AND NUMBER OF FTG LONG BARS 1'-0 1/4" DOWELS TO MATCH VERT REINF TOF SEE PLAN 4" TYP 3/4"Ø ANCHOR RODS, UNO PL WASHER 1/2x2x2 W/STD HOLE 1'-3" 1'
-3" DOUBLE NUT OR HEADED HEADED ANCHOR ROD NOTES: 1. SEE REFERRING DETAIL FOR t, N, AND B VALUES 2. PLATE SIZE MAY BE INCREASED AS REQUIRED TO PROVIDE BOLT CLEARANCE N B 2" 2" TYP 2"
2" TYP 1' -6 1/8" 1 1/2"1" 1" 9" MIN 1 1/2" NS GROUTt 1" MIN PROJECTION ABOVE NUT HSS OR PIPE COLUMN 5/16 OPTIONAL LEVELING NUTS 1 5/16"Ø HOLES FTG B/TRENCH EXCAVATION SHALL NOT EXTEND
BELOW THIS LINE 1 2 GRADE TRENCH EXCAVATION TRENCH EXCAVATION 2'-0" 2'-0" SUBGRADE BELOW THIS LINE COMPACTED ACCORDING TO EARTHWORK SPEC B/FTG ADJACENT TO WALL SHALL BE AT OR BELOW THIS
LINE 1 2 2'-0" 2'-0" 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 395 East Lionshead
Circle VAIL, COLORADO 81657 4/8/2011 11:32:58 AM C:\Users\EricS\Desktop\ESobel documents\ERS Revit Models (local)\21615.S.05 AUX BUILDING-ers.rvt S301 TYP FOOTING DETAILS LIONSHEAD TRANSIT
WELCOME CENTER ERIC SOBEL ERIC SOBEL MIKE McAFFREY 21615.S.05 MIKE McAFFREY 3 NO SCALE TYP BSMT WALL ON STRIP FOOTING 2 NO SCALE TYP SPREAD FOOTING 4 NO SCALE TYP STRIP FOOTING 5 NO
SCALE TYP STRIP FOOTING CONST JT 7 NO SCALE TYP EXT PEDESTAL 6 NO SCALE TYP SINGLE STEP AT WALL FOOTING 8 NO SCALE SITE CAST CONC COL AT FOOTING 9 NO SCALE TYP HSS/PIPE COL BASE PLATE
10 NO SCALE TYP EXCAVATION AT FTG 11 NO SCALE TYP FTG ADJACENT TO WALL 2 CONSTRUCTION 02.04.2011
5'-0" 10'-3 7/8" 5'-0" NOTE 2 NOTE 2 60'-0" MAX NOTES: 1. SUBMIT LOCATIONS OF CONST JTS FOR REVIEW PRIOR TO CONSTRUCTION 2. LOCATE CONST JTS AT LEAST 5'-0" FROM PILASTERS AND CORNERS.
AT GR BEAMS, JT SHALL BE IN MIDDLE THIRD OF SPAN 16'-3 7/8" 18'-11 3/4" 60'-0" MAX COMBINED LENGTH D 12" MAX 1'-0" 6" 6" 1' -0" ALIGN PEN'S VERTICALLY B/WALL NOTES: 1. GREATER OF 2xD
AND 12", WHERE CLEAR DISTANCE IS NOT ACHIEVABLE, TREAT AREA AS SINGLE OPENING REINFORCED PER "TYP CIP SLAB OR WALL OPENING" DETAIL 2. DO NOT CUT REBAR AT PENETRATIONS LOCS. REBAR MAY
BE MOVED 8" MAX TO ACCOMMODATE PENETRATIONS 1' -0" NOTE 1 NOTE 1 2" 2" CLR TO REINF, TYP EW 12" FROM ALL EDGES, TYP NOTE 2 T 1 1/2" MAX D =0.3T OR 2" WHICHEVER IS SMALLER D = OUTSIDE
DIAMETER 10 1/2" 3D (12" MIN) CLEAR NOTE: WHERE CLEAR DISTANCE BETWEEN SLEEVES CAN NOT BE ACHIEVED AS SHOWN, STRUCTURAL ENGINEER OF RECORD SHALL BE NOTIFIED. SCHEDULE 40 SLEEVES SHALL
BE USED IN CRITICAL AREAS OF THE WALL AND SLABS AS DETERMINED BY STRUCTURAL ENGINEER OF RECORD. IN WALL OR SLAB CONDUITS GREATER THAN [0.2T] SHALL BE SUBMITTED FOR REVIEW ADD 1/2 NUMBER
OF BARS INTERRUPTED BY OPNG PLUS 1, SPACE AT 3" OC LTS, TYP DETAIL SIMILAR FOR CIRCULAR OPENINGS NOTES: 1. DETAIL APPLIES UNLESS REINF IS SPECIFICALLY DETAILED ON THE DRAWINGS 1'-0"
1'-4" W 3'-0" MAX 2' -1 1/4" H, 3'-0" MAX 2'-0" TYP NOTES: 1. DETAIL APPLIES FOR ALL OPNGS IN METAL DECK SLABS, SOG'S, AND TOPPING SLABS 2. REINF NOT REQUIRED AT OPNGS SMALLER THAN 10"x10"
3. SEE OTHER DTLS FOR REINF AT OPNGS IN CONC WALLS AND CONC STR SLABS OPENING RE-ENTRANT CORNER: DIAG BARS VERT WALL REINF HORIZ WALL REINF LTS 3" 3" S300 9 1'-4" INTERMITTENT 1'-0"
LONG KEYS @2'-0" OC [FORMED JT, SEE ARCH] LTS TYP CROSS WALL/GR BEAM BAR SIZE AND SPACING TO MATCH HORIZ REINF 1'-10 1/8" HORIZ REINF 2 1/2" 2" CLR STD HOOK, TYP SOLID CIRCLE INDICATES
ADDITIONAL VERTICAL BARS, SIZE TO MATCH VERT REINF OPEN CIRCLE INDICATES VERTICAL REINF TOOLED JT IF REQD BY ARCH #4xCONT 1:1 SLOPE 1 1/2" 1 1/2" CLR #4x 3'-0"3'-0" @12" 8" EQEQ EQ TOOLED
JT IF REQD BY ARCH #4xCONT 1:1 SLOPE 1 1/2" 1 1/2" CLR #4x3'-0"@12" W/STD HK @PRECAST WALL @SITE CAST WALL 8" INSIDE FACES INSIDE FACES INSIDE FACES LTS OR CONT, TYP CROSS WALL BAR SIZE
& SPACING TO MATCH HORIZ REINF OUTSIDE FACE (SOIL SIDE) OUTSIDE FACE (SOIL SIDE) HORIZ REINF SOLID CIRCLE INDICATES ADDITIONAL VERTICAL BARS, SIZE TO MATCH WALL VERT REINF OPEN CIRCLE
INDICATES VERTICAL REINF 1'-7 7/8" 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
395 East Lionshead Circle VAIL, COLORADO 81657 4/8/2011 11:32:59 AM C:\Users\EricS\Desktop\ESobel documents\ERS Revit Models (local)\21615.S.05 AUX BUILDING-ers.rvt S302 TYP FOUNDATION
WALL DETAILS LIONSHEAD TRANSIT WELCOME CENTER ERIC SOBEL ERIC SOBEL MIKE McAFFREY 21615.S.05 MIKE McAFFREY 1 NO SCALE TYP WALL /GB POUR LENGTH LIMITS 12 NO SCALE PIPING OR CONDUIT IN
SLAB OR WALL 9 NO SCALE TYP SLEEVED OPNGS THRU WALL 5 NO SCALE TYP CIP SLAB OR WALL OPENING 4 NO SCALE TYP TRIM REINF 2 NO SCALE TYP WALL VERTICAL CONST JOINT 10 NO SCALE TYP WALL /GB
W/SINGLE CURTAIN OF REINF 3 NO SCALE SOG AT TOP OF WALL 11 NO SCALE TYP WALL /GB W/TWO LAYERS REINF 2 CONSTRUCTION 02.04.2011 4 ADDENDUM #2 03.02.2011 4
12"12" WWR 6x6-W2.9xW2.9 6" VARIES #3x @16" W/(4) #4xCONT 2" 2" CLR1" 1" CLR 1 1/8" 1" CLR TYPICAL POST-INSTALLED REBAR OPTION DRILL AND EPOXY 3" TOP REINFORCING 2'-6" MATCH TOP REINF
2'-0" HOOK #4x #4x4'-0@12", EC, CTR (1) #4xCONT TYPICAL WITH DEPRESSION 8" 2'-6" @12" TOP 2" x 8 3/4" LTS + H 1 1/2" 1 1/2" CLR1 1/2" 1 3/4" 3" MAX EQ EQ EQ EQ S303 5 8" 8" H EQ EQ 2"
11 3/4" LTS + H TOP REINFORCING TYPICAL 4" 4" 2'-0" HOOK MATCH TOP REINF x 8" H 1/4" PREFORMED JT FILLER OVER FULL SLAB DEPTH, FILLER SHALL NOT PROTRUDE ABOVE SLAB ELASTOMERIC JT SEALANT
WHERE REQD (SEE ARCH) 1 1/2" CONT VAPOR RETARDER (WHERE OCCURS), SEE ARCH BAR SUPPORTS, SEE SPEC 1ST POUR 2ND POUR EXTEND REINF THRU JT 3/4" NOTES: 1. PROVIDE TOOLED JT OR SAW CUT AS
SOON AS THE CONC HAS HARDENED SUFFICIENTLY TO PERMIT CUTTING WITHOUT CHIPPING, SPALLING, OR TEARING (BUT NOT MORE THAN 12 HOURS AFTER CASTING) 2. GRANULAR COURSE: SEE EARTHWORK SPEC
3. PREPARED/COMPACTED SUBGRADE, SEE EARTHWORK SPEC 1"NOTE 1 REINF PER PLAN SEE PLAN 2" #4 ES CONT 2 1 3" 5 1/4" NOTE 2 NOTE 3 1/8" CONSTRUCTION JOINT CONTROL JOINT 6" 6" 1 1/2" CLR S300
9 . . LTS 4" MIN TYP 4" MIN VARIES PLAN AT PILASTER FIRST POUR PLAN AT COLUMN CJ OR CONST JT 90° CL COL A A TOOLED JT AT EXPOSED AREAS COLUMN FACE COLUMN ISOLATION JT CONCRETE ENCASEMENT
TO COVER COL BASE, TYP SECTION AT COLUMN COLUMN OR PILASTER CONST JOINT DIAMOND OR ROUND BLOCKOUT 8 S303 S303 8 3" 90° 90° 2 7/8" 8 1/2" S303 8 1.5T 1.5T #4xCONT #4x 3'-0" 3'-0" 1'-0"
MIN 11 7/8" 1'-0 5/8" 1'-0" MIN 4" 4" T T @18" CTR 4" T 6" 1'-0" MIN 6" 1'-0" 1'-0" 1'-0" MIN #4xCONT 1 1 2 1 #4@12" (2 MIN) #4x 2'-0" #4xCONT 1'-6 5/8" 2 5/8" 8" MAX 2'-6" MAX 8" 8"
MIN MIN @12" 2'-0" 1 1/2" 2" CLR 1 1/2" 1 1/2" CLR 1 1/2" 1 1/2" CLR CONST JT #4x #4x 1'-4" 6" 6" 1 1/2" 1'-4" @12" CTR EW, EC, (3) MIN EW @12", EC, 6" 1 1/2" CLR FULL DEPTH HOOK 7"
AND LARGER 6" (MIN) 4" (MIN) THRU 6" TYPICAL 4" 8" 6" 2" #3x @16" CTR W/(2) #4xCONT #3x @16" 8" 8" W/(4) #4xCONT POST-INSTALLED REBAR OPTION 2" CLR 1" 1" CLR TYP 1" 1" CLR TYP 3" DRILL
AND EPOXY NOTES: 1. SEE ARCH FOR SIZES AND LOCATIONS S300 8 #4@18" 10 3/4" 2'-0" STAIR STRINGER AND CONN TO SOG BY STAIR MNFR (DFS) #4xCONT@12"OC (3 MIN) #4x 2'-0" 2'-0" 2'-0" (MIN),
EXTEND THICKENED ZONE 1'-0" BEYOND STRINGERS 1'-0" 1'-0" MIN 2'-0"@12" 3" 3" CLR 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 395 East Lionshead Circle VAIL, COLORADO 81657 4/8/2011 11:33:00 AM C:\Users\EricS\Desktop\ESobel documents\ERS Revit Models (local)\21615.S.05 AUX BUILDING-ers.rvt
S303 TYP SLAB ON GRADE DETAILS LIONSHEAD TRANSIT WELCOME CENTER ERIC SOBEL ERIC SOBEL MIKE McAFFREY 21615.S.05 MIKE McAFFREY 12 NO SCALE TYP SOG EQUIP PAD 9 NO SCALE TYP SOG EXT THRESHOLD
6 NO SCALE TYP SOG INT THRESHOLD 8 NO SCALE TYP SOG ISOLATION JOINT 1 NO SCALE TYP SOG 2 NO SCALE TYP SOG BLOCKOUT AT COLUMN/PILASTER 4 NO SCALE TYP SOG RAMP/SLOPE 5 NO SCALE TYP SOG
STEP 7 NO SCALE TYP SOG SUMP PIT 11 NO SCALE TYP SOG CONC CURB 3 NO SCALE SOG DOWEL TO EXISTING 10 NO SCALE TYP SOG BELOW METAL STAIR 2 CONSTRUCTION 02.04.2011 4 ADDENDUM #2 03.02.2011
4
ATTACHMENT BY WINDOW SUPPLIER (DFS) STONE VENEER, SEE ARCH PAVERS, SEE CIVIL TOF SEE PLAN TOC SEE PLAN #5 DOWELS @12" EF #5 HORIZ @12" EF 1'-0" (5)#5xCONT #5@12" S303 8 BACKFILL EVENLY
SEE ARCH FOR GEOMETRY TOC SEE ARCH FOR JAMBS AND GIRT, SEE S307 2 TOC SEE PLAN PRECAST WALL (3)#6xCONT T&B #5 VERT @12", EF #5 HORIZ @12", EF #5@12" LTS #5@12" 1'-0" PAVEMENT, SEE CIVIL
TOC SEE PLAN TOF SEE PLAN S303 FNDN DRAIN, 8 SEE CIVIL STONE VENEER, SEE ARCH S340 11 AA NOT @SIM TOC SEE PLAN PAVEMENT, SEE CIVIL TOF SEE PLAN FOR DETAILS NOT NOTED, SEE S304 4 (E)
FTG, VIF AS REQD SHEET PILING (DFS) AA STONE VENEER, SEE ARCH FINISH GRADE, SEE CIVIL PRECAST WALL PANEL TOF SEE PLAN TOC SEE PLAN S303 8 BACKFILL EVENLY S340 11 1'-0"(3)#5xCONT #5@12"
STONE VENEER, SEE ARCH FINISH GRADE, SEE CIVIL PRECAST WALL PANEL TOC SEE PLAN TOC SEE PLAN TOF SEE PLAN 1'-0" S303 8 BACKFILL EVENLY S340 11 #4 HORIZ @12", EF #4 DOWELS @12", EF #5@12"
(4)#5xCONT TOF (BEYOND) SEE PLAN TOC SEE PLAN S303 8 STONE VENEER, SEE ARCH. GROUT CAVITY SOLID, SEE ARCH CONC PEDESTAL, SEE PLAN S304 1 REINF PER TOC 99'-4" #4 DOWELS @12" S300 8 #4
VERT @12", EF #4 HORIZ @12", EF S319 8 PRECAST WALL (E) CIP WALL, VIF TOC SEE PLAN PAVERS, SEE CIVIL TOC SEE ARCH TOF SEE PLAN S303 8 EMBED PL OR POSTINSTTALLE ANCHOR BY STAIR SUPPLIER
(DFS) 6" #4xCONT@12", EC #4 DOWELS @12", EC TOC AS REQD FOR PAVERS & SNOW MELT 4'-0" STOOP TO EXTEND FULL WIDTH OF OPENING FOR DETAILS NOT NOTED, SEE S304 4 TOW (BEYOND) STONE VENEER,
SEE ARCH FINISH GRADE, SEE CIVIL TOF SEE PLAN TOC SEE PLAN 600S137-33 @16"OC 600T125-43xCONT S541 12 TYP 5/8" #5 HORIZ @12" #5 DOWELS @12" 1'-0"(3)#5xCONT #5@12" 8" CMU W/#4@48" TOF
SEE PLAN TOC SEE PLAN #5 DOWELS @12" #5 HORIZ @12" 1'-0" #5@12", T&B S303 8 TOC SEE PLAN S303 8 2'-4" (7)#5xCONT T&B #4 CLOSED TIES @8". AT CONTRACTOR'S OPTION, MAY USE LAPPED U-BARS
INSTEAD. S340 11 TOF SEE PLAN TOC SEE PLAN (1)#5xCONT ES #5x @24", ALTERNATE HOOK DIRECTION PAVERS, SEE CIVIL 1'-0" TOF SEE PLAN (2)#4xCONT #5 HORIZ @12" #4@12" EA WAY, EC3'-0" 6" 8"
SOLID PRECAST PLANK TOC SEE PLAN 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 04.25.2011
395 East Lionshead Circle VAIL, COLORADO 81657 4/22/2011 4:39:51 PM C:\Users\EricS\Desktop\ESobel documents\ERS Revit Models (local)\21615.S.05 AUX BUILDING-ers.rvt S304 FOUNDATION DETAILS
LIONSHEAD TRANSIT WELCOME CENTER ERIC SOBEL ERIC SOBEL MIKE McAFFREY 21615.S.05 MIKE McAFFREY 4 1/2" = 1'-0" NORTH WALL FNDN -TYP 1 3/4" = 1'-0" SOUTH WALL FNDN -TYP 5 1/2" = 1'-0" NORTH
WALL FNDN -AT (E) FNDN 2 3/4" = 1'-0" SOUTH WALL FNDN -AT PC WALL 3 3/4" = 1'-0" SOUTH WALL FNDN -AT PC WALL (DEEP) 7 3/4" = 1'-0" FNDN AT STONE COL WRAP 9 3/4" = 1'-0" WALL TRANSITION
6 1/2" = 1'-0" NORTH WALL FNDN -AT STAIRS 11 3/4" = 1'-0" TYP FNDN AT LT-GA FRAMING 12 3/4" = 1'-0" WALL FNDN -ELEV MACH RM 3 3 3 4 4 4 4 4 8 3/4" = 1'-0" COMBINED FOOTING NEAR ELEV
10 NO SCALE STOOP AT BASE OF PRECAST STAIRS 4 4 7 8 2 CONSTRUCTION 02.04.2011 3 ADDENDUM #1 02.18.2011 4 ADDENDUM #2 03.02.2011 7 B.D. RESPONSES 04.11.2011 8 CCD02 04.25.2011
1'-3 7/8" LTS OR CONT SIZE & SPACING TO MATCH WALL HORIZ REINF HOOK DOWN 3/16 TYP L3x3x1/4 ES, LENGTH = HSS DEPTH -2" 3/16 TYP . PL DEPTH + 2" 6" 6" TO SIDE OF HSS 3" TO B/HSS EMBED
PL BY PRECASTER (DFS) ERECTION BOLT 3" 1'-1" Pe=1000# Pe=1000# Pe=1000# #5@9" AROUND SUMP PIT MATCH SIZE & SPACING OF T&B REINF . #6@8" HORIZ EF #6@8" VERT EF #8@12" EW T&B DOWELS TO
MATCH WALL VERT REINF S340 11 3'-4" TOC SEE PLAN #6@12" EW T&B DOWELS TO MATCH WALL VERT REINF #6@8" HORIZ EF #6@8" VERT EF S340 11 2'-0" TOC SEE PLAN 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 395 East Lionshead Circle VAIL, COLORADO 81657 4/8/2011 11:33:00 AM C:\Users\EricS\Desktop\ES
obel documents\ERS Revit Models (local)\21615.S.05 AUX BUILDING-ers.rvt S305 FOUNDATION DETAILS LIONSHEAD TRANSIT WELCOME CENTER ERIC SOBEL ERIC SOBEL MIKE McAFFREY 21615.S.05 MIKE McAFFREY
10 NO SCALE ELEVATOR MAT FOUNDATION 7 NO SCALE STAIR MAT FOUNDATION 4 NO SCALE TYP DIVIDER BEAM AT ELEV PIT 1 NO SCALE TYP CIP WALL -END 32 CONSTRUCTION 02.04.2011 3 ADDENDUM #1 02.18.2011
4 ADDENDUM #2 03.02.2011 7 B.D. RESPONSES 04.11.2011 4 4 7 7
6" S300 8 S300 8 #5 DOWELS TO MATCH VERT REINF #5 @12"OC EA WAY VIF MATCH EXIST 4'-0" #6@12" T&B (7) #9 T&B, HK EE. S340 11 TOF SEE PLAN 7 #4 TIES @12" (14)#11 VERT P8 TYP 2" CLR 2.7
BB P7 1'-2 3/4" 3'-7" 2'-7" 2 1/4" 8" 7 3/4" 2.5 BB #4 TIES @12" (12) #11 VERT 2" CLR TYP 1'-7" 1'-7" P6 2.3 BB 1'-7" 1'-7" #4 TIES @12" (14) #11 VERT 2.2 BB P5 P4 #4 TIES @12" (14)
#11 VERT BB P3 #4 TIES @12" (8) #7 VERT P2 2" CLR TYP 1'-8" 2'-0" 2'-0" 2" CLR TYP #4 TIES @12" (8) #8 VERT P1A 3'-0" 3'-0" TYP 2" CLR #4 TIES @12" (12) #9 VERT P9 SEE PLAN SEE PLAN
LTE SEE PLAN SEE PLAN 3'-7" 2'-7" 1'-7" 1'-7" 2" CLR TYP 2.6 BB #4 TIES @12" (12)#11 VERT 1'-7" 1'-7" P1 1'-8" 1'-8" TYP 2" CLR #4 TIES @12" (8) #7 VERT P10 #4 TIES @12" (16) #11 VERT
1.3 C 3'-2" 2'-8" 2'-8" 3'-2" 9 1/2" 1'-8" 1 1/2" 1'-6" 9 1/2" 1'-8" 1 1/2" 1'-6" 1'-8" 1 1/2" 1 1/2" 1'-8" 1'-11" 1'-3" 1'-0" 4" 3'-7" 1 1/2" 1'-8" 9 1/2" 6" 8" 6" 1'-8" 1 1/2" NOT
USED 7 8 #4@12"xCONT EA WAY ALT HOOK DIRECTION 1'-0" 1 1/2" 3" CLR STONE VENEER, (WHERE OCCURS) SEE ARCH 8" CMU W/#4@48"oc, GROUT SOLID MIN 1'-0" MIN 1'-0" TYP SLAB REINF CONT THRU THICKEND
SLAB FINISH GRADE, SEE CIVIL PRECAST WALL PANEL TOF SEE PLAN TOC SEE PLAN S303 8 BACKFILL EVENLY S340 11 (6)#5xCONT 1'-0" #5x12" SOG STAIRS 12" CMU W/#5@24", GROUT SOLID 8" CMU W/#5@24",
GROUT SOLID STONE VENEER, SEE ARCH MLS 18" MAX 8" MIN STONE VENEER, SEE ARCH FINISH GRADE, SEE CIVIL PRECAST WALL PANEL TOC SEE PLAN TOC SEE PLAN TOF SEE PLAN 1'-0" S303 8 BACKFILL EVENLY
UNTIL TOPPING SLAB ABOVE HAS CURED S340 11 (5)#5xCONT #5@12" #5 DOWELS @12", EF #4 HORIZ @12", EF #4x @24", ALTERNATE HOOK DIRECTION TOC SEE PLAN S303 8 8" CMU W/#4@48", GROUT SOLID
S400 12 1'-0" TOF SEE PLAN (2)#5xCONT 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
04.25.2011 395 East Lionshead Circle VAIL, COLORADO 81657 4/22/2011 4:39:52 PM C:\Users\EricS\Desktop\ESobel documents\ERS Revit Models (local)\21615.S.05 AUX BUILDING-ers.rvt S306 FOUNDATION
DETAILS LIONSHEAD TRANSIT WELCOME CENTER ERIC SOBEL ERIC SOBEL MIKE McAFFREY 21615.S.05 MIKE McAFFREY 1 NO SCALE EAST CANOPY COL ON (E) FTG 2 3/4" = 1'-0" GRADE BEAM @EAST STAIR 12 NO
SCALE CONCRETE PEDESTALS 4 NO SCALE TYP SOG BELOW MASONRY PARTITION WALL (BRACED AT TOP) 3 5 3/4" = 1'-0" EAST PLANTER 3 3 4 4 4 6 3/4" = 1'-0" CMU WALL BENEATH STAIRS 3 3/4" = 1'-0"
WALL FNDN -STAIRS 2 CONSTRUCTION 02.04.2011 3 ADDENDUM #1 02.18.2011 4 ADDENDUM #2 03.02.2011 7 B.D. RESPONSES 04.11.2011 8 CCD02 04.25.2011
NOTES: 1. SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION 2. REBAR IN STAIRS EXPOSED TO WEATHER SHALL BE EPOXY COATED 1'-0" 1'-0" 6" MIN 1'-6" 1'-6" #4@12" #4@12" (2) #4 BOT 1'-0"
6" MIN (2) #4 BOT 6" MIN TYP 3" CLR #5x @24", ALTERNATE HOOK DIRECTION TOC SEE PLAN S303 8 (E) GARAGE SLAB. PATCH BACK AS REQD PER 1'-0" TOF SEE PLAN (2)#5xCONT 8" CMU W/#5@24", GROUT
SOLID S303 3 TOF SEE PLAN TOC SEE PLAN 600S137-33 @16"OC 600T125-43xCONT S541 12 TYP 5/8" #5 HORIZ @12" #5 DOWELS @12" CONNECTION BY WINDOW SUPPLIER 600S162-43 & 600T125-43xCONT TOW
SEE ARCH JAMBS PER . S541 2 (2)800S162-54xCONT & (2)800T150-54xCONT (4)#10 TEK SCREWS @4" 1'-0" (3)#5xCONT #5@12" TIMBER JAMBS & GIRT @SIM PAVERS, SEE CIVIL TOC SEE PLAN 5 1/2" ± #4xCONT@12"
EA WAY, EC TOC AS REQD FOR PAVERS 4'-0" STOOP TO EXTEND FULL WIDTH OF OPENING FOR DETAILS NOT NOTED, SEE #4 DOWELS @12", EC S340 11 S305 10 TOF SEE PLAN 1'-0" WEATHERING STEEL POST,
SEE PLAN BASE PL 3/4x12x1'-0 1 1/2" NS GROUT (4) 3/4"Ø ANCHOR BOLTS, 12" EMBED PAVEMENT ,SEE CIVIL COAT POST BELOW GRADE WITH AN ASPHALTIC MASTIC PAINT S301 9 FOR ADDNL PEDESTAL INFO
SEE & S301 7 S306 12 STONE VENEER, SEE ARCH CONT L5x5x3/8 1/2"Øx0'-6 SCREW ANCHORS @24" (MAX) AND ES OF ANGLE SPLICES 3" STONE BEARING SEE ARCH 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 MARY HART DESIGN POST OFFICE BOX 8528 BRECKENRIDGE, CO 80424 LANDSCAPE ARCHITECT t: 970.389.3583 05.16.2011 395 East Lionshead Circle VAIL, COLORADO 81657 5/16/2011 5:49:25
PM C:\Users\EricS\Desktop\ESobel documents\ERS Revit Models (local)\21615.S.05 AUX BUILDING-ers.rvt S307 FOUNDATION DETAILS LIONSHEAD TRANSIT WELCOME CENTER ERIC SOBEL ERIC SOBEL MIKE
McAFFREY 21615.S.05 MIKE McAFFREY NO SCALE 3 TYP SOG STAIR (INTERIOR) 1 NO SCALE TYP EXT CMU WALL 5 NO SCALE STOOP @ELEVATOR 2 NO SCALE TYP FNDN @LT-GA FRAMING SILL 4 3/4" = 1'-0" TRASH
ENCLOSURE -POST 4 6 3/4" = 1'-0" EXIST WALL -STAIRS 9 4 ADDENDUM #2 03.02.2011 9 CCD03 05.13.2011
NOTES: 1. PROVIDE CONSTRUCTION JOINTS 60'-0" OC MAX. SEE ARCH FOR ACTUAL LOCATIONS 2. LOCATION AND DTL OF JOINTS SHALL BE APPROVED BY ARCHITECT AND ENGINEER PRIOR TO CONSTRUCTING FORMS
OR PLACING CONCRETE AND SHALL BE SHOWN ON THE SHOP DRAWINGS FORMED JT, SEE ARCH DWGS & SPECS, CONTINUE OVER T/WALL VERT WALL REINF HORIZ WALL REINF, TERMINATE ALL REINF AT CONSTRUCTION
JT BOND BREAKER FULL WIDTH OF JOINT 3" 3" S300 9 NOTES: 1. PROVIDE CONTROL JOINTS 20'-0" OC MAX. SEE ARCH FOR ACTUAL LOCATIONS REVEAL, SEE ARCH DWGS & SPECS, CONTINUE OVER T/WALL VERT
WALL REINF HORIZ WALL REINF, TERMINATE 50% AT CONTROL JOINT 3" 3" T/CONC: VARIES, SEE PLAN 1'-6 WIDE (MIN) FREE DRAINING GRAVEL, SEE CIVIL BACKFILL BEHIND WALL, SEE EARTHWORK SPEC 2"Ø
WEEPS @10'-0 OC (MAX) WITH GALV SCREEN BEHIND, SEE ARCH FOR LOCATIONS 4 1/2" PATIO, SEE CIVIL & ARCH BEAR FOOTING ON PREPARED APPROVED SUBGRADE, SEE EARTHWORK SPEC a BARS b BARS c BARS,
WHERE NO d BARS LISTED, CONTINUE c BARS TO T/WALL c BARS #4 HORIZ @12"OC, EA FACE #4 VERT @12"OC 7 7 S319 8 S319 AT CONTROL JOINTS AT CONSTRUCTION JOINTS 1' -6" 8' -51 8/" D H 3" CLR
2" 2" CLR TYP #4xCONT #4xCONT 6" TO WEEP CL 1 1/2"xB KEY C B A 4'-0" MIN 4" 12" MAX 6" MIN 8" CMU W/#5@24"OC, GROUT SOLID 8" DEEP BOND BEAM W/(2)#5xCONT SEE ARCH 9 3 3/8" 9 NOTES: 1.
SEE ARCH/CIVIL FOR LOCATION AND EXTENT OF SITE RETAINING WALLS CANTILEVER RETAINING WALL SCHEDULE A DIMENSIONS B C D a b c 1'-6" 0'-8" 3'-0" 1'-0" #5@12" H 5'-1" TO 9'-0" 2'-6" 0'-10"
3'-8" 1'-6" #6@12" μ=0.3 NO KEY ALLOWABLE SOIL PRESSURE = 4000 PSF UP TO 5'-0" 0'-8" 0'-8" 1'-8" 1'-0" #5@12" 9'-1" TO 11'-0" #5@8" #6@8" #5@12" #5@8" #6@8" #5@12" REINFORCEMENT #5 HORIZ
@12" AND AS SHOWN #5 DOWELS @12" SEE LANDSCAPE DRAWINGS FOR LOCATION AND DIMENSIONS NOT SHOWN 1'-0" 3'-0" MIN #5 @12" EA WAY 1'-3" 1'-3" 6'-0" MAX 16" MAX TOF SEE PLAN 1'-0" 8" DEEP
BOND BEAM W/(2)#5xCONT 8" CMU, GROUT SOLID VENEER, SEE ARCH PAVERS, SEE CIVIL TOC SEE PLAN #5 DOWELS, EF #5 HORIZ @12"OC, EF (3)#5xCONT #5@12"OCNOTES: 1. SEE ARCHITECTURAL DRAWINGS FOR
ADDITIONAL INFORMATION 2. REBAR IN STAIRS EXPOSED TO WEATHER SHALL BE EPOXY COATED 1'-0" 1'-0" 6" MIN #4@12" #4@12" (2) #4 BOT 1'-0" 6" MIN (2) #4 BOT 6" MIN TYP 3" CLR PAVERS, SEE CIVIL
TYP 4" MIN TYP 4" MIN CONCRETE TOPPING WITH SNOW MELT, SEE ARCH #4@12" EW, EC 3'-0" 3'-0" #4@18" BUILDING STRUCTURE, VARIES CLR 3" MIN 3'-0" 6" MAX #4 HORIZ @16", EC FINISH GRADE, SEE
CIVIL S300 8 5" 8" 2'-0" #4 DOWELS @12", EC #4 @18", EW TOPPING SLAB & DRAIN, SEE CIVIL 6" #3x1'-6 DOWELS @18", THICKEN SLAB AS REQD BACKFILL EVENLY. SEE CIVIL, LANDSCAPE & ARCH FOR
DETAILS NOT NOTED. PLANTER WALL, SEE CIVIL, LANDSCAPE & ARCH MIN 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 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 05.16.2011 395 East Lionshead Circle VAIL, COLORADO 81657 5/16/2011 5:49:25 PM C:\Users\EricS\Desktop\ESobel documents\ERS Revit Models (local)\21615.S.05 AUX
BUILDING-ers.rvt S319 TYP SITE WALL DETAILS LIONSHEAD TRANSIT WELCOME CENTER ERIC SOBEL ERIC SOBEL MIKE McAFFREY 21615.S.05 MIKE McAFFREY 8 NO SCALE TYP RETAINING WALL CONST JT 7 NO
SCALE TYP RETAINING WALL CONTROL JT 5 NO SCALE TYP CANTILEVER RETAINING WALL 10 NO SCALE LANDSCAPE SEAT DETAIL 11 3/4" = 1'-0" TRASH ENCLOSURE WALL 12 NO SCALE TYP SOG STAIR (EXTERIOR)
AT PAVERS 3 44 6 NO SCALE LANDSCAPE PLANTER 6 2 CONSTRUCTION 02.04.2011 3 ADDENDUM #1 02.18.2011 4 ADDENDUM #2 03.02.2011 6 ADDENDUM #4 03.10.2011 9 CCD03 05.13.2011
PC TO CIP EDGE (3) #4x AT ANCHOR BOLTS, (2) TOP 2" 2" NS GROUT PC TO PC GROUT POCKET 9" MIN . S340 1 2" PCBxW B W TOC SEE PLAN RIGID CONN (ELEVATION) AT EXPANSION JOINT (ELEVATION)
WELD THIS END OF PL ONLY WELD THIS END OF PL ONLY 5 S340 @T/WALL (OPTION A) @FLOOR (OPTION A) (1) #4xCONT #4 @12"OC @T/WALL (OPTION B) @FLOOR (OPTION B) FSD #4 @12"OC FSD (2) CONN MIN
PER PANEL AT 1/3 POINTS OF PANEL HT 3/4" 3/4" AT FACE AT TOP WITH TOPPING LVL 2 LVL 3 FOUNDATION S340 2 S340 7 S340 7 S341 6 5/8" PRECAST WALL PANEL CIP CONCRETE CIP EMBED PL BY PRECASTER
(DFS) PRECAST EMBED PL BY PRECASTER (DFS) CONTINUOUS GROUT PAD S300 8 TOF VIF TOC SEE PLAN S340 2 (E) FOOTING, VIF AS REQD 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 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 395 East Lionshead Circle VAIL, COLORADO 81657 4/8/2011 11:33:02 AM C:\Users\EricS\Desktop\ESobel
documents\ERS Revit Models (local)\21615.S.05 AUX BUILDING-ers.rvt S340 TYP PRECAST COLUMN & WALL DETAILS LIONSHEAD TRANSIT WELCOME CENTER ERIC SOBEL ERIC SOBEL MIKE McAFFREY 21615.S.05
MIKE McAFFREY 1 NO SCALE TYP PC COL ANCHORS 2 NO SCALE TYP PC COLUMN TO FOUNDATION 4 NO SCALE TYP PC WALL PANEL VERT JT 6 NO SCALE TYP PC CONN TO PC WALL 5 NO SCALE TYP PC WALL VERT
JOINT 7 NO SCALE TYP PC BEAM TO COL CONN 11 NO SCALE TYP PC WALL CONN @FNDN 8 NO SCALE TYP PC COLUMN 3 NO SCALE TYP PC COLUMN TO (E) FOUNDATION 3 2 CONSTRUCTION 02.04.2011 3 ADDENDUM
#1 02.18.2011 4 ADDENDUM #2 03.02.2011 4
BEARING PL BEARING PAD 1/2" 6" 3 1/2" MAX 3" 2" MIN TOPPING BEARING BAR OR PL BY PRECASTER (DFS). BY PC MNFR 2" 1/2" TOOLED JOINT FELT (4"xCONT) AT POCKET6" POCKET AT HAUNCH3/4" 8" 2"
MIN 3/4" S340 7 TYP S341 5 TYP NOTE: PLANKS @SIM AT 4" POCKET AT 6" POCKET 3/8" BRG PAD 3/8" BRG PAD AT BUTTON HAUNCH 1/2" 3/8" BRG PAD 1/2" 1/2" 8" MAX [1'-4"] MIN 6" 2" MIN 3/4" .
CL CONN PLAN NOTES: 1. CONN AT 7'-0" OC MAX. MIN STRENGTH-LEVEL CAPACITY: Vu(PERP) = 8k Vu(PARA) = 8k 3 S341 Vu(PERP) Vu(PARA) SEE MECH/ELEC 6" TYP DWGS FOR PLAN DIM 3'-0" 6" 3 1/2"
16"16" #3x @16" W/(4) #4xCONT WWR 6x6-W2.9xW2.9 PC COLS OR WALLS JT PER ARCH OR FP AS REQD GROUT SOLID AS REQD CONN BY STAIR SUPPLIER (DFS) EMBED PL BY PRECASTER (DFS), COORD LOCATION
WITH STAIR SUPPLIER PRECASTER 2 1/2" MIN ECC FOR 2 1/2" Pd=2100# Pl=5400# TOPPING SLAB TO OVERPOUR PRECAST (2)#4xCONT, EC #4 HOOKS @12", EC 1'-6" 7 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 395 East Lionshead Circle VAIL, COLORADO 81657 4/8/2011 11:33:03 AM C:\Users\EricS\Desktop\ES
obel documents\ERS Revit Models (local)\21615.S.05 AUX BUILDING-ers.rvt S341 TYP PRECAST FLOOR DETAILS LIONSHEAD TRANSIT WELCOME CENTER ERIC SOBEL ERIC SOBEL MIKE McAFFREY 21615.S.05
MIKE McAFFREY 6 NO SCALE TYP PC BEAM BEARING 1 NO SCALE TYP PC -CAMBER ASSUMPTIONS 3 NO SCALE TYP PC DT FLANGE CONNECTION 4 NO SCALE TYP PC DT TO BEARING WALL 8 NO SCALE 5 NO SCALE TYP
PC -DT BEARING ON WALL TYP PC ROOF SPANDREL TO COL, HIDDEN CORBEL 2 NO SCALE TYP PC -DT FLANGE CONN -1 10 NO SCALE TYP PC -MECH EQUIP BASE 11 NO SCALE TYP PC MITERED CORNER CONN 7 NO
SCALE PC PLANK @STAIRS 2 CONSTRUCTION 02.04.2011 4 ADDENDUM #2 03.02.2011 7 B.D. RESPONSES 04.11.2011 4 9 1 1/2" = 1'-0" TYP PC PLANK @THRESHOLD 4 4 4 4 7
4" TOPPING SLAB RIGID INSULATION, INSTALL IN 48" WIDTHS 6" PRECAST SHEARWALL TRANSFER GIRDER S342 5 DUCT, SEE MECH OPENINGS IN PC BEAM, SEE S381 8 Sim FOR DETAILS NOT NOTED, SEE 1'-4"
1'-1" 2.7 2'-0 1/2" SLOPE PER ARCH 3" MIN, 5" MAX 4" TOPPING SLAB 2" RIGID INSULATION SLOPE TOPPING 8" 4" RIGID INSULATION PRECAST FRAMING S541 12 600S162-54 @16" #4x2'-0 @12" W/STD
HK (4)#4xCONT AS SHOWN Pd=300plf Ps=750plf 600T125-43xCONT 7 7 9 S541 12 600T125-43xCONT 600S137-43 @16"OC (3) C12x20.7x10'-0 (MAX) W/1/4" GAP BTWN PIECES 2" (2) EMBED PL'S PER C12 PIECE,
BY PRECASTER (DFS), LOCATE 3'-0" ES OF CHANNEL CENTER Pd=4000# LVL 3 TOS SEE ARCH 1/4 4" SLOPE PER ARCH 3" MIN Z-BARS 4" TOPPING SLAB 2" RIGID INSULATION SLOPE TOPPING PRECAST FRAMING
9 SLOPE PER ARCH 3" MIN, 5" MAX 8" #4x2'-0 @12" W/STD HK 4" TOPPING SLAB 2" RIGID INSULATION SLOPE TOPPING 14-GA POUR STOP (4)#4xCONT AS SHOWN NOTE: Z-BARS TO MATCH CHORD REINF @NORTH
AND SOUTH SIDES. 600T125-43@CONT 600S137-33@16"OC, TSN STIFFCLIP SL600 W/(2)#10 SCREWS AT TOP OF EA STUD S541 7 12 9 PRECAST WALL TOPPING SLAB 2" RIGID INSULATION NON-SHRINK GROUT FOR
DETAILS NOT NOTED, SEE S342 6 CONN BY PRECASTER (DFS) #4x4'-0@12" 1 1/2" MC8x21.4xCONT STONE VENEER, SEE ARCH C15x50xCONT 1/4 1/4 STONE VENEER, SEE ARCH EMBED BY PRECASTER (DFS) @EA
CONN 4" 5/16 3-12 5/16 3-12 4" EEPL 1/4x4x0'-7@96"oc (2)3/4"Ø BOLTS IN VERT LONG SLOTTED HOLES PL 1x14xCONT Pd=800# 4" MC8x21.4xCONT 1/4 1/4 STONE VENEER, SEE ARCH EMBED BY PRECASTER
(DFS) @EA CONN Pd=1200plf 4"2 1/2" 3/16 3/16 PL 3/8x2x0'-7@48"oc 1/4 1/4 7 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 05.16.2011 395 East Lionshead Circle VAIL, COLORADO 81657 5/16/2011 5:49:27 PM C:\Users\EricS\Desktop\ESobel documents\ERS Revit Models (local)\21615.S.05 AUX
BUILDING-ers.rvt S342 PRECAST FLOOR DETAILS LIONSHEAD TRANSIT WELCOME CENTER ERIC SOBEL ERIC SOBEL MIKE McAFFREY 21615.S.05 MIKE McAFFREY 10 3/4" = 1'-0" TOPPING SLAB CROSS-SECTION 6
3/4" = 1'-0" PC SLAB STEP (PERP) 3 3/4" = 1'-0" PC SLAB STEP (PARALLEL) 2 3/4" = 1'-0" NORTH WALL STONE VENEER ANGLE 4 3/4" = 1'-0" PC SLAB STEP (IT BEAM) 11 3/4" = 1'-0" PC PLANK -CONTINUOUS
5 3/4" = 1'-0" PC SLAB STEP (DT -SLAB) 7 3" = 1'-0" STONE VENEER SUPPORT -MC8 1 3/4" = 1'-0" PC L-BEAM BEAM TRANSITION 8 3" = 1'-0" STONE VENEER SUPPORT -MC12 9 3" = 1'-0" STONE VENEER
SUPPORT -FROM STRUCTURE 2 3 3 4 4 4 4 8 2 CONSTRUCTION 02.04.2011 3 ADDENDUM #1 02.18.2011 4 ADDENDUM #2 03.02.2011 7 B.D. RESPONSES 04.11.2011 8 CCD02 04.25.2011 9 CCD03 05.13.2011
TOPC TOW PRECAST WALL, SEE ELEVATIONS VIF AS REQD STONE VENEER, SEE ARCH 6" MAX 3" MIN HANDRAIL & CONN (DFS), SEE ARCH SEE ELEV CONT L5x5x3/8 Pd=600plf STONE BEARING SEE ARCH 1/2"Øx0'-6
SCREW ANCHORS @24" (MAX) AND ES OF ANGLE SPLICES 3" TOPC TOS SEE ARCH TOC PRECAST SPANDREL PANEL, SEE PLAN BRACE BY PRECASTER (DFS)5" MAX 3" MIN S342 8 SEE PLAN TOPC TOS SEE ARCH TOC
PRECAST SPANDREL PANEL, SEE PLAN COORD CONN TO PRECAST COPING SEE PLAN BRACE BY PRECASTER (DFS) HANDRAIL (DFS) SEE ARCH EMBED PL BY PRECASTER (DFS) @24"OC L5x3x1/4xCONT (GALV) 2 1/2"
Pd=300# 8" MAX 3" MIN S342 9 7 #4x4'-0" @12"OC W/STD HK STONE VENEER, SEE ARCHS342 7 #4xCONT TOOLED JOINT CHORD REINF, SEE PLAN PRECAST BEAM 1" BRACE BY PRECASTER (DFS) AS REQD CEILING,
SEE ARCH TOPC SEE PLAN TOS SEE ARCH S541 12 S342 8 GRID 2.7-2.10 TOPC SEE PLAN PRECAST SHEARWALL PRECAST SHEARWALL TOPPING SLAB PRECAST PLANKS PER PLAN BY PRECASTER (DFS) BOS SEE ARCH
4 1/2" Vd=900plf EMBED PL BY PRECASTER (DFS) @48"OC MAX 1/4 2" 1/4 2" L5x5x3/8xCONT (SPLICE @EMBEDS ONLY) FOR DESIGN FORCES, SEE S380 11 Sim PRECAST SHEARWALL (SPANS BETWEEN WALLS FOR
GRAVITY) PRECAST SHEARWALL TOPPING SLAB TOWFOR DESIGN FORCES, SEE S380 8 Sim SEE ELEV L3x3x1/4xCONT 1.OC DECK EMBED PL BY PRECASTER (DFS) @48"OC 2" 1/4 3-12 1/4 3-12 TYP Pd = 20plf Ps
= 300plf TOS VARIES Pw = 50plf 8 TOPPING SLAB STOREFRONT (DFS), SEE ARCH DWGS CONNECTION BY STOREFRONT SUPPLIER (DFS) SOLID PRECAST PLANK, SEE PLAN EMBED PL BY PRECASTER (DFS) @48"OC
L8x8x1/2xCONT 1/4 1/4 7" Pw=1400# Pd=840# VERTICAL SLIP CONNECTION BY STOREFRONT SUPPLIER (DFS) TOPC SEE PLAN TOW PRECAST SPANDREL PANEL, SEE PLAN STONE VENEER, SEE ARCH COPING CONN
BY PRECASTER HANDRAIL (DFS) SEE ARCH SEE ELEV TOPC TOS SEE ARCH TOC PRECAST SPANDREL PANEL, SEE PLAN BRACE BY PRECASTER (DFS) Vw=540# CHORD REINF, SEE PLAN (2)362T150-54xCONT & 362S162-54xCONT.
TSN VERTICLIP SLB362 W/(2)SCREWS TO STUD 362T125-43xCONT S541 10 S541 12 CEILING, SEE ARCH 5" EMBED BY PRECASTER (DFS) @16"oc 362S162-54 @16"OC S342 7 SEE PLAN TOPC SEE PLAN PRECAST
BEAM TOPPING SLAB 2" RIGID INSULATION NON-SHRINK GROUT TOPC SEE PLAN TOW PRECAST WALL PANEL STONE VENEER, SEE ARCH CONTINUES @SIM SEE ELEV 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 05.16.2011 395 East Lionshead Circle VAIL, COLORADO 81657 5/16/2011 5:49:28 PM C:\Users\EricS\Desktop\
ESobel documents\ERS Revit Models (local)\21615.S.05 AUX BUILDING-ers.rvt S343 PRECAST DETAILS LIONSHEAD TRANSIT WELCOME CENTER ERIC SOBEL ERIC SOBEL MIKE McAFFREY 21615.S.05 MIKE McAFFREY
10 3/4" = 1'-0" PC WALL -STAIRS 5 3/4" = 1'-0" PC SPANDREL -SPLIT SLAB 7 3/4" = 1'-0" SHEARWALL OFFSET -GRID 2.10A 4 3/4" = 1'-0" PC SPANDREL -ELEV LOBBY 1 3/4" = 1'-0" PC BEAM -LVL
2 8 3/4" = 1'-0" SHEARWALL OFFSET -GRID 2.11 3 3/4" = 1'-0" PC SOLID PLANK -STOREFRONT 11 3/4" = 1'-0" PC WALL -SPLIT SLAB 2 3/4" = 1'-0" PC SPANDREL -LVL 3 12 3/4" = 1'-0" PC WALL -ROOF
9 3/4" = 1'-0" PC STAIRS -SLAB/BEAM CONN 3 33 3 4 4 4 9 2 CONSTRUCTION 02.04.2011 3 ADDENDUM #1 02.18.2011 4 ADDENDUM #2 03.02.2011 7 B.D. RESPONSES 04.11.2011 8 CCD02 04.25.2011 9 CCD03
05.13.2011
#4x6'-0" @12"OC (2)#4xCONT ES TOOLED JOINT DT WIDTH REDUCED THIS SIDE DAP AS REQD S341 6 OPERABLE GATE SUPPORT @LVL 2. CONN BY GATE SUPPLIER. COORD EMBED REQTS. #4x4'-0" @12"OC W/STD
HK STONE VENEER, SEE ARCH #4xCONT TOOLED JOINT DT REDUCED WIDTH THIS SIDE 600S137-33 @16" @LVL 2 362S162-43 @12" @LVL 3 600T125-43xCONT @LVL 2 362T125-43xCONT @LVL 3 EMBED BY PRECASTER
(DFS) Pw=180plf 2.2 SEE PLAN Pd=130plf 8" PRECAST WALL PANEL CONN BY PRECASTER (DFS) TO SUPPORT DT FLANGE AS REQD PRECAST WALL PANEL S341 5 PRECAST WALL PANEL EMBED PL BY PRECASTER (DFS)
3". PL = 6k PL 3/8x4x0'-8 W/(2)3/4"Ø BOLTS IN HORIZ SHORT SLOTTED HOLES 1" BOS SEE PLAN 2" RIGID INSULATION W/SNOWMELT (BY OTHERS) TOPPING SLAB W/SNOWMELT (BY OTHERS). SEE ARCH 4" #4
DOWELS @12" FOR DETAILS NOT NOTED, SEE 2-SIDED FSD'S AT CHORD REINF. SEE PLAN #4xCONT ES TRIM DT FLANGE AS REQD AT WALL PROVIDE #4x6'-0" @8"OC THRU TRESHOLD (NOT SHOWN FOR CLARITY) S342
3 1 1 2'-0". 3" P = 1000# P = 3300# P = 2400# PRECAST ELEVATOR WALL PL 3/8" 1/4 2 1/2 1/4 2 1/2 1/4 1/4 L3x3x3/8 KICKER HSS4x4x5/16 WEATHERING STEEL PANEL ATTACHMENT BY MANUFACTURER
EMBEDS BY PRECASTER (DFS) 1" 2" 2" 5x5x3/8 PL ES 1/8" BEARING PAD BETWEEN HSS AND PL TYP ES 1"Ø STAINLESS STEEL THRU BOLT VARIES, SEE ARCH FOR LOCATIONS, SEE S347 & ARCH TOS SEE PLAN
3" PD = 2700# PW = 5400# PRECAST ELEVATOR WALL HSS4x4x5/16 WEATHERING STEEL PANEL, ATTACHMENT BY SUPPLIER EMBEDS BY PRECASTER (DFS) 1" 2" 2" PL 5x5x3/8 ES, 1/8" BEARING PAD BETWEEN HSS
AND PL TYP ES 1"Ø STAINLESS STEEL THRU BOLT VARIES, SEE ARCH FOR LOCATIONS, SEE S347 & ARCH TOS SEE PLAN 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 04.25.2011 395 East Lionshead Circle VAIL, COLORADO 81657 4/22/2011 4:39:54 PM C:\Users\EricS\Desktop\ESobel documents\ERS
Revit Models (local)\21615.S.05 AUX BUILDING-ers.rvt S344 PRECAST DETAILS LIONSHEAD TRANSIT WELCOME CENTER ERIC SOBEL ERIC SOBEL MIKE McAFFREY 21615.S.05 MIKE McAFFREY 1 3/4" = 1'-0"
PC BEAM -GRID 2.2 2 3/4" = 1'-0" PC BEAM -GRID 2.2 RETURN 4 3/4" = 1'-0" PC WALL -TRANSITION 8 3/4" = 1'-0" PC WALL -STAIRS -LVL 2 5 3/4" = 1'-0" PC WALL -FLANGE SUPPORT 6 3/4" = 1'-0"
PC WALL HAUNCH 10 NO SCALE UPPER LANDING TRANSITION 7 1 1/2" = 1'-0" PC -ELEV HOIST BEAM 11 3/4" = 1'-0" PC WALL WALL G-SECTION 12 1" = 1'-0" WEATHERING STEEL FACADE ATTACHMENT @CORE
CASE 1 33 9 1" = 1'-0" WEATHERING STEEL FACADE ATTACHMENT @CORE CASE 2 44 4 4 8 8 2 CONSTRUCTION 02.04.2011 3 ADDENDUM #1 02.18.2011 4 ADDENDUM #2 03.02.2011 8 CCD02 04.25.2011
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# 6" 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 WEATHERING STEEL PL 1/2x20xCONT PC SOLID PLANK COAT COAT ALL BELOW GRADE STEEL WITH AN ASPHALTIC MASTIC PAINT (2)L5x5x1/2xCONT (HDG)
1/8x5x0'-5 MASTICORD BEARING PAD @EA BOLT 8 1/2" 9" 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) 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 05.16.2011 395 East Lionshead Circle VAIL,
COLORADO 81657 5/16/2011 5:49:29 PM 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 2 CONSTRUCTION 02.04.2011 3 ADDENDUM #1 02.18.2011 4 ADDENDUM
#2 03.02.2011 9 CCD03 05.13.2011
1.2 C 6 S346 3 S346 1.2 C 3 S346 4 S346 C 2'-3 1/2" 600T300-68xCONT 600S162-54 @16" Pw=900# GAP 3/8" 600T150-43xCONT Pd=680# BENT PL 1/2x5x10xCONT 2'-1" 3" 1/4 3" (2) EMBED PL PER COL
SIDE BY PRECASTER (DFS) 1.2 1'-10 1/2" 2'-6 1/2" HSS14x14x3/8x0'-8 600T300-68xCONT L6x6x5/8xCONT 1/4 12" 1/4 12" L6x6x3/8x4'-0 600T125-43xCONT PL 1/2x6x1'-3 1'-9" Pd=10.8k PL 1/2x14x1'-3
1/4 1/4 EMBED PL BY PRECASTER (DFS) 600S162-54 @16" 1/4 14" 1/4 14" 600T125-43xCONT 600S162-54 @16" EMBED PL BY PRECASTER (DFS) L6x6x3/8xCONT Pw=900# 0.145"Ø PAF'S@16" TOS SEE ARCH 1.2
EMBED PL BY PRECASTER (DFS) TSN VERTICLIP SLB600 W/(3) SCREWS TO STUD 9" Pw=1600# L5x5x1/2xCONT STONE VENEER, SEE ARCH EMBED BY PRECASTER (DFS) @EA CONN Pd=1200plf 4" 1/4 3" 1/4 3" 1.2
TOS VARIES, SEE ARCH 9 L5x5x1/2xCONT STONE VENEER, SEE ARCH EMBED BY PRECASTER (DFS) @EA CONN Pd=1200plf 1/4 C4x5.4 @16" 1/4 1/4 1/4 1/4 4" 1.2 TOS VARIES, SEE ARCH 9 L6x6x5/8xCONT STONE
VENEER, SEE ARCH EMBED BY PRECASTER (DFS) @EA CONN Pd=1200plf 1/4 1/4 1.2 5" 600T125-43xCONT, BEND FLANGES AS REQD STAIR STRUCTURE NOT SHOWN FOR CLARITY, SEE ARCH 8" (1)#4xCONT 600S162-54
@16" #4x2'-6 @16" EMBED BY PRECASTER (DFS) @EA CONN Pw=1600# 1.2 TSN VERTICLIP SLB600 W/(3) SCREWS TO STUD FOR DETAILS NOT NOTED, SEE S346 11 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 05.16.2011 395 East Lionshead Circle VAIL, COLORADO 81657 5/16/2011 5:49:30
PM C:\Users\EricS\Desktop\ESobel documents\ERS Revit Models (local)\21615.S.05 AUX BUILDING-ers.rvt S346 PRECAST DETAILS LIONSHEAD TRANSIT WELCOME CENTER ERIC SOBEL ERIC SOBEL MIKE McAFFREY
21615.S.05 MIKE McAFFREY 2 3/4" = 1'-0" ELEVATOR COLUMN -PLAN (LO) 1 3/4" = 1'-0" ELEVATOR COLUMN -PLAN (HI) 6 1 1/2" = 1'-0" ELEVATOR COLUMN -WEST (LO) 3 1 1/2" = 1'-0" ELEVATOR COLUMN
-SOUTH 7 1 1/2" = 1'-0" GRID 1.2 SPANDREL -LVL 2 -A 4 1 1/2" = 1'-0" ELEVATOR COLUMN -WEST (HI) 11 1 1/2" = 1'-0" GRID 1.2 PLANK CANT -LVL 2 8 1 1/2" = 1'-0" GRID 1.2 SPANDREL -LVL 2
-B 10 1 1/2" = 1'-0" GRID 1.2 PLANK CANT -LVL 3 9 7 B.D. RESPONSES 04.11.2011 9 CCD03 05.13.2011
S347 6 S347 9 S347 S347 4 12 8" 1'-0" 1'-11 1/2" 6'-9" 6'-9" 8" 5'-10" 5'-10" 8" 5'-10" 2'-6 1/2" 3'-3 1/2" 1'-0" 6'-9" 8" 6'-9" 3 S347TYP TOS 150'-2" TOS 138'-7" TOS 127'-7" TOS 119'-7"
TOS 147'-2" TOS 145'-0" TOS 150'-2" TOS 148'-4" TOS 150'-2" TOS 139'-10" TOS 133'-5" TOS 127'-7" TOS 116'-7" TOS 102'-3" TOS 105'-3" TOS 150'-2" TOS 146'-6" TYP TYP L4x4x3/8x0'-4 L3x3x1/4x0'-4
CAP PL 1/4" W/SEAL WELD VERT HSS 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 04.25.2011
395 East Lionshead Circle VAIL, COLORADO 81657 4/22/2011 4:39:56 PM C:\Users\EricS\Desktop\ESobel documents\ERS Revit Models (local)\21615.S.05 AUX BUILDING-ers.rvt S347 ELEVATOR SHROUD
ELEVATIONS LIONSHEAD TRANSIT WELCOME CENTER ERIC SOBEL ERIC SOBEL MIKE McAFFREY 21615.S.05 MIKE McAFFREY 2 1/4" = 1'-0" ELEVATOR SHROUD -PLAN 9 1/4" = 1'-0" ELEVATOR SHROUD -EAST 4 1/4"
= 1'-0" ELEV SHROUD -NORTH 12 1/4" = 1'-0" ELEVATOR SHROUD -SOUTH 6 1/4" = 1'-0" ELEVATOR SHROUD -WEST ELEVATOR SHROUD NOTES: 1. SEE ARCH DWGS FOR DIMENSIONS, ELEVATIONS AND INFORMATION.
2. " " INDICATES KICKER. NOTE -KICKER NOT DRAWN TO SCALE. ELEVATOR SHROUD NOTES: 1. SEE ARCH DWGS FOR DIMENSIONS, ELEVATIONS AND INFORMATION. 2. " " INDICATES KICKER PER 9/S344. NOTE
-KICKER NOT DRAWN TO SCALE. ELEVATOR SHROUD NOTES: 1. SEE ARCH DWGS FOR DIMENSIONS, ELEVATIONS AND INFORMATION. 2. " " INDICATES KICKER PER 12/S344. NOTE -KICKER NOT DRAWN TO SCALE.
ELEVATOR SHROUD NOTES: 1. SEE ARCH DWGS FOR DIMENSIONS, ELEVATIONS AND INFORMATION. 2. " " INDICATES KICKER PER 9/S344. NOTE -KICKER NOT DRAWN TO SCALE. ELEVATOR SHROUD NOTES: 1. SEE
ARCH DWGS FOR DIMENSIONS, ELEVATIONS AND INFORMATION. 2. " " INDICATES KICKER PER 9/S344. NOTE -KICKER NOT DRAWN TO SCALE. 8 3 3" = 1'-0" ELEV SHROUD CORNER CONN 8 CCD02 04.25.2011
E-F PAVERS, SEE CIVIL PRECAST SOLID PLANK (DFS) CONN BY PRECASTER (DFS) 2" EXP JT (N) PRECAST BEAM HORIZ SLIP JOINT BY PRECASTER (DFS) REMOVE TOPPING SLAB 3" EACH SIDE OF NEW DOWELS
-APPLY BONDING AGENT AND REPAIR WITH 6000 PSI HIGH STRENGTH NON-SHRINK GROUT #4 DOWELS AT 24" OC TYPICAL AT NEW SPANDREL BEAM S300 7 2'-7" 3'-0" EMBED PLATE BY PRECASTER 4" TOPPING SLAB
WITH SNOWMEEL SYSTEM (BY OTHERS) 2" RIGID INSULATION 8" PRECAST SOLID PLANK (1)#4xCONT, ES HANDRAIL ASSEMBLY, SEE ARCH (DFS). 10 S342 8" #4@18" EW, EC (4)3/8"Øx0'-4 SCREW ANCHORS (6"-GA),
CENTER ABOUT HANDRAIL POST 3" C15x33.9xCONT EMBED PL BY PRECASTER (DFS) PL=1200# 3/16 1" 1'-8" 1'-6" EXISTING PRECAST COL NEW CONC COL W/(8) #8 VERT AND #3 TIES @8" O.C. (2) #4 W/STD
HOOK AT 16" O.C. DRILL AND EPOXY INTO EXISTING COL W/HILTI RE 500 SD 8" MIN EMBED ~ FIELD LOCATE AND AVOID EXISTING REINFORCING 4" +/-NEW COL AT SIM CONDITION S351 4 ROUGHEN SURFACE
AND APPLY BONDING AGENT BEFORE CONCRETE PLACEMENT, TYP E-F #4 TIES @6", ALTERNATE HOOK DIRECTION (2)#7xCONT T&B (3)#5xCONT (E) PRECAST SPANDREL PANEL PORTION TO REMAIN NEW BEAM ADD-ON
TO CURE FOR 2 MIN 2 WEEKS PRIOR TO PARTIAL DEMO ABOVE OF (E) PRECAST SPANDREL PANEL 8" GALV EMBED PL 1x6xCONT W/3/4"Øx0'-6 HDAS @8" AND (1)#6 @8" SLIDE BEARING 2" EXP JT (2)#5 DOWELS
@12". OMIT TOP DOWELS @DT STEM POCKETS. GALV EMBED PL 1x4x0'-4 W/3/4"Øx0'-6 HDAS @8" 1" S300 8 ROUGHEN SURFACE AND APPLY BONDING AGENT BEFORE CONCRETE PLACEMENT, TYP E-F 1" (2)#5 DOWELS
@8"OC, ENTIRE HEIGHT OF SPANDREL ROUGHEN SURFACE AND APPLY BONDING AGENT BEFORE CONCRETE PLACEMENT, TYP (N) 20"x20" CIP CONCRETE PEDESTAL. REINF W/(8)#8 VERT AND TIES @10" OC EXISTING
MATCH #5 @12" OC, EA WAY S300 8 CLEAN AND ROUGHEN SURFACE. APPLY BONDING AGENT. 1/4 10" L7x4x5/8xCONT (LLH), MITER AND FULLY WELD AT CORNERS STONE VENEER, SEE ARCH PRECAST COLUMN EMBED
PL BY PRECASTER Pd=2400plf 5" STONE BEARING SEE ARCH 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 395 East Lionshead Circle VAIL, COLORADO 81657 4/8/2011 11:33:09 AM C:\Users\EricS\Desktop\ESobel documents\ERS Revit Models (local)\21615.S.05 AUX BUILDING-ers.rvt S350
GARAGE DETAILS LIONSHEAD TRANSIT WELCOME CENTER ERIC SOBEL ERIC SOBEL MIKE McAFFREY 21615.S.05 MIKE McAFFREY 7 1 1/2" = 1'-0" CONCRETE BRIDGE SECTION 1 1" = 1'-0" PC CONN TO (E) GARAGE
2 1 1/2" = 1'-0" LOWER STEPPED CONC COL /COL REINF 3 1" = 1'-0" BRIDGE CONN TO (E) GARAGE 5 3/4" = 1'-0" (N) CIP COL TO (E) PRECAST SPANDREL 6 3/4" = 1'-0" (N) FNDN ATTACHMENT TO (E)
FNDN 3 3 2 CONSTRUCTION 02.04.2011 3 ADDENDUM #1 02.18.2011 4 ADDENDUM #2 03.02.2011 7 B.D. RESPONSES 04.11.2011 4 4 44 8 3/4" = 1'-0" STONE SUPPORT @COL 7
2" +/-1-PLY CARBON WRAP REFERENCE SHEET S352 FOR ADDITIONAL INFORMATION 2 S351 EXISTING 30" DOUBLE TEE 1-PLY CARBON WRAP REFERENCE SHEET S352 FOR ADDITIONAL INFORMATION TYP 10" TYP 4"
2" +/-14'-0" MIN EXISTING 30" DOUBLE TEE 1 S351 S350 1 NEW PRECAST SPANDREL (DFS) REMOVE TOP OF EXISTING COL -APPLY BONDING AGENT AND COVER WITH NEW TOPPING SLAB L8x6x1/2x1'-2" W/(2)
#6x1'-6" DAS (10" HORIZONTAL GAUGE) EXISTING CONC COL GALVANIZE ALL EXPOSED STRUCTURAL STEEL PL 1/2 x12x3'-0" W/(4) 3/4"Ø THREADED RODS EPOXY WITH HILTI RE 500 SD (8" MIN EMBED) 12"
HORIZONTAL GAUGE PROVIDE SHORT SLOTTED HOLES PARALLEL TO THE SPANDREL IN THE HORIZONTAL LEG ) BEARING PAD BY PRECASTER (DFS) EMBED PLATE BY PRECASTER (DFS) 1/4 TYP 10" 1'-6" EXISTING
PRECAST COL NEW CONC COL W/(6) #8 VERT AND #3 TIES @8" O.C. (2) #4 W/STD HOOK AT 16" O.C. DRILL AND EPOXY INTO EXISTING COL W/HILTI RE 500 SD 8" MIN EMBED ~ FIELD LOCATE AND AVOID EXISTING
REINFORCING 4" +/-NEW COL EACH SIDE OF EXISTING AT SIM CONDITION 2 F EXISTING COL EXISTING SPANDREL BEAM EXISTING HAUNCH NEW CONC COL BELOW PER 3/4" S351 4 EMBED PLATE LEVEL 2 SIM CONDITION
EMBED PLATE BY PRECASTER (DFS) L4x4x3/8x1'-6" W/(2) 3/4"Ø THREADED RODS EPOXY WITH HILTI RE 500 SD (8" MIN EMBED) 12" HORIZONTAL GAUGE GALVANIZE ALL EXPOSED STRUCTURAL STEEL 3 F EXISTING
SPANDREL BEAMS NEW CONC COL REMOVE EXISTING DOUBLE TEE FLANGE AT LEVEL 2 FOR ADDED CONC COL REINF S351 4 EXISTING HAUNCH EXISTING SPANDREL BEAM EXISTING COL NEW PRECAST SPANDREL AND
EMBED (DFS) NEW CONC COL 4 S351 REFERENCE FOR BOTTOM CONNECTION S351 3 L4x4x3/8x1'-2" W/EMBED 1/2x8x1'-2"
W/(4) 3/4" Ø x 6" HAS TYP 2" 1/4 1/4 TYP SIM CORNER AT SIM CONDITION GALVANIZE ALL EXPOSED STRUCTURAL STEEL TYP 1" NEW PC COL THROUGH EXISTING DT FLANGES EXISTING PC DT BEAM NEW WOOD
COLUMN REFERENCE SECTIONS SHEET S602 . C12X20.7 EACH SIDE OF NEW PC COL PL 3/4x12 1/4 1/4 L4x4x3/8x1'-0" TYP -TWO OPP CORNERS (2) 3/4" Ø BOLTS FINGER TIGHT W/DOUBLE NUT IN VERTICAL 2"
SLOTTED HOLES 1/4 2" RETURN T&B 3/8 PL 1/2x4x9 6" MIN 2" 2 1/4" EMBEDDED ANGLE BY PC SUPPLIER 3/4" 1 1/2" MAX CONTINUOUS COLUMN AT SIM CONDITION (6) 3/4" Ø THREADED RODS EPOXY W/HILTI
RE 500 SD (3" MIN EMBEDMENT) FIELD LOCATION AND AVOID ALL EXISTING DOUBLE TEE REINFORCING 6 7/8" 7" +/-E-1 E-2 E-3 INDICATES EXISTING SPANDREL BEAM TO BE REMOVED -SHORING OF EXISTING
DT BEAMS REQUIRED E-1 E-2 E-3 S351 7S351 3 S351 7 SIM 4 S351 4 S351 EXISTING ELEVATION NEW ELEVATION 4 S351 6 S351 5 S351 NEW PC SPANDREL BEAMS EXTEND NEW CONC COL TO FOUNDATION -DOWEL
VERTICAL REINFORCING INTO EXISTING FOUNDATION WITH HILTI RE 500 SD (8" MIN EMBED) -TYP SIM 2 S350 SIM 2 S350 SIM S351 7 1 S350 1 S350 1 S350 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 395 East Lionshead Circle VAIL, COLORADO 81657 4/8/2011 11:33:10 AM C:\Users\EricS\Desktop\ES
obel documents\ERS Revit Models (local)\21615.S.05 AUX BUILDING-ers.rvt S351 GARAGE REINFORCING LIONSHEAD TRANSIT WELCOME CENTER ERIC SOBEL ERIC SOBEL MIKE McAFFREY 21615.S.05 MIKE McAFFREY
1 3/4" = 1'-0" TYP FRP SHEAR REINFORCING 2 3/4" = 1'-0" FRP SHEAR REINFORCING ELEVATION 3 3/4" = 1'-0" LEVEL 3 COL CONN @F-2 4 1 1/2" = 1'-0" NEW CONC COL /COL REINF 5 3/4" = 1'-0" LEVEL
3 COL CONN @F-2 (PLAN) 6 3/4" = 1'-0" LEVEL 2 COL REINF AT F-3 PLAN 10 3/4" = 1'-0" (N) COL BRACING @(E) GARAGE 7 3/4" = 1'-0" LEVEL 2 COL CONN @F-2 12 NO SCALE ELEVATION AT EXISTING
GARAGE EXTERIOR WALL 2 CONSTRUCTION 02.04.2011
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 395 East Lionshead Circle VAIL, COLORADO
81657 4/8/2011 11:33:11 AM C:\Users\EricS\Desktop\ESobel documents\ERS Revit Models (local)\21615.S.05 AUX BUILDING-ers.rvt S352 GARAGE REINFORCING LIONSHEAD TRANSIT WELCOME CENTER ERIC
SOBEL ERIC SOBEL MIKE McAFFREY 21615.S.05 MIKE McAFFREY EXTERNALLY BONDED FRP REINFORCEMENT GENERAL 1. SUMMARY 1A. SECTION INCLUDES: a. INSTALLATION OF EXTERNALLY BONDED FIBER REINFORCED
POLYMER (FRP) REINFORCEMENT APPLIED BY THE WET LAY-UP TECHNIQUE TO CONCRETE MEMBERS. b. WORK INCLUDING: -INSPECTION OF THE STRUCTURAL MEMBERS SPECIFIED ON THE CONTRACT DRAWINGS TO BE
REINFORCED WITH FRP. -FURNISHING OF MATERIALS, LABOR, EQUIPMENT AND ALL ITEMS NECESSARY FOR REPAIR OF EXISTING CONCRETE MEMBERS AND STRENGTHENING BY THE APPLICATION OF EXTERNALLY BONDED
FRP REINFORCEMENT AS SPECIFIED ON THE CONTRACT DRAWINGS AND SPECIFICATIONS. -COMPLETE COOPERATION AND COORDINATION WITH ALL OTHER TRADES IN EXECUTING THE WORK. 2. REFERENCES 2A. AMERICAN
CONCRETE INSTITUTE (ACI): a. 440.2R-08 GUIDE FOR THE DESIGN AND CONSTRUCTION OF EXTERNALLY BONDED FRP SYSTEMS FOR STRENGTHENING CONCRETE STRUCTURES b. 503R-93 USE OF EPOXY COMPOUNDS
WITH CONCRETE c. 546R-96 CONCRETE REPAIR GUIDE 2B. AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM): a. D 3039-93 TEST METHOD FOR TENSILE PROPERTIES OF FIBER RESIN COMPOSITES b. D 4541-93
STANDARD TEST METHOD FOR PULL-OFF STRENGTH OF COATINGS USING PORTABLE ADHESION TESTER 2C. INTERNATIONAL CONCRETE REPAIR INSTITUTE (ICRI): a. #310.2-1997 SELECTING AND SPECIFYING CONCRETE
SURFACE PREPARATION FOR SEALERS, COATINGS, AND POLYMER OVERLAYS b. #320.2R-2009 GUIDE FOR SELECTING AND SPECIFYING MATERIALS FOR REPAIRS OF CONCRETE SURFACES 3.SUBMITTALS 3A. PRODUCT
INFORMATION a. MANUFACTURER’S PRODUCT DATA SHEETS INDICATING PHYSICAL, MECHANICAL, AND CHEMICAL CHARACTERISTICS OF ALL MATERIALS USED IN THE FRP SYSTEM. b. TENSILE PROPERTIES OF THE
COMPOSITE MATERIAL AS DETERMINED BY TENSILE TESTING IN ACCORDANCE WITH ASTM D 3039. ULTIMATE TENSILE STRENGTH AND RUPTURE STRAIN VALUES SHALL BE DETERMINED BY SUBTRACTING THREE (3) STANDARD
DEVIATIONS FROM THE AVERAGE VALUES OF TWENTY (20) OR MORE TENSILE TESTS. c. INSTALLATION INSTRUCTIONS, MAINTENANCE INSTRUCTIONS, AND GENERAL RECOMMENDATIONS REGARDING EACH MATERIAL TO
BE USED. 3B. APPLICATOR CERTIFICATE DEMONSTRATING THEY ARE APPROVED BY THE MANUFACTURER TO INSTALL THIS PRODUCT. 4. QUALITY ASSURANCE 4A. MANUFACTURER /SUPPLIER QUALIFICATIONS: a. THE
MANUFACTURER /SUPPLIER MUST SPECIALIZE IN THE MANUFACTURING OF THE PRODUCTS SPECIFIED IN THIS SECTION WITH DOCUMENTED EXPERIENCE. b. THE MANUFACTURER /SUPPLIER MUST SUPPORT A TRAINING
PROGRAM TO INSTRUCT APPLICATORS IN THE INSTALLATION OF THE PRODUCTS SPECIFIED IN THIS SECTION. 4B. APPLICATOR QUALIFICATIONS: a. APPLICATOR MUST BE APPROVED BY THE MANUFACTURER /SUPPLIER.
b. APPLICATOR SHALL HAVE A MINIMUM OF TWO YEARS EXPERIENCE IN PERFORMING COMPOSITE RETROFITS WITH WET LAY-UP SYSTEMS. c. A FIELD REPRESENTATIVE WHO HAS COMPLETED A COURSE OF INSTRUCTION
(SUPPORTED BY THE MANUFACTURER /SUPPLIER) IN THE INSTALLATION OF THE PRODUCTS SPECIFIED IN THIS SECTION MUST BE PRESENT ON SITE DURING INSTALLATION OF THE FRP SYSTEM. 4C. TESTING AGENCY
QUALIFICATIONS: TESTING AGENCY SHALL SUBMIT EVIDENCE OF HAVING PERFORMED INSPECTION AND TESTING OF FRP INSTALLATIONS ON A MINIMUM OF (5) REPAIRS OF SIMILAR TYPE AND SIZE. 5. DELIVERY,
STORAGE, AND HANDLING 5A. DELIVERY: THE PRODUCTS SHALL BE DELIVERED AND STORED IN ORIGINAL, UNOPENED CONTAINERS. CONTAINERS MUST BE CLEARLY MARKED WITH LEGIBLE AND INTACT LABELS LISTING
THE MANUFACTURER’S NAME, BRAND NAME, PRODUCT IDENTIFICATION AND BATCH NUMBER. 5B. STORAGE: a. STORED FIBER REINFORCEMENT AND EPOXIES MUST BE PROTECTED FROM DUST, MOISTURE, AND CHEMICAL
EXPOSURE. b. EPOXIES MUST BE STORED IN AREAS WITH AN AMBIENT TEMPERATURE BETWEEN 50 AND 75 °F (10 AND 24 °C) AND AWAY FROM DIRECT SUNLIGHT, FLAME SOURCES, OR OTHER HAZARDS. EPOXY RESINS
MUST BE STORED SEPARATELY FROM HARDENERS. 5C. HANDLING: THE FIBER REINFORCEMENT MUST NOT BE HANDLED ROUGHLY. CONSULT THE MANUFACTURER’S MSDS FOR SPECIFIC HANDLING HAZARDS OF RESIN COMPONENTS.
PRODUCTS 1. MANUFACTURERS AND PRODUCTS 1A. THE FOLLOWING MANUFACTURERS AND PRODUCTS ARE CONSIDERED TO MEET OR EXCEED THE REQUIREMENTS OF THIS SPECIFICATION AND ARE ACCEPTABLE FOR USE.
MBRACE® COMPOSITE STRENGTHENING SYSTEM SUPPLIED BY BASF BUILDING SYSTEMS, LLC; 889 VALLEY PARK DRIVE, SHAKOPEE, MN 55379; CUSTOMER SERVICE (800) 443-9517; TECHNICAL SERVICE (800) 243-6739;
WWW.BUILDINGSYSTEMS.BASF.COM. -MBRACE® COMPOSITE STRENGTHENING SYSTEM WITH CF 130 UNIDIRECTIONAL CARBON FIBER FABRIC, MBRACE PRIMER, MBRACE PUTTY, AND MBRACE SATURANT 2. MATERIALS 2A.
FRP COMPOSITE SYSTEM: ALL FRP COMPOSITE SYSTEMS MUST BE PROPRIETARY SYSTEMS CONSISTING OF ALL ASSOCIATED FIBER REINFORCEMENT AND POLYMER ADHESIVES/RESINS. FRP COMPOSITES CONSISTING OF
FIBER REINFORCEMENT AND POLYMERS PROVIDED BY MORE THAN ONE MANUFACTURER ARE NOT ALLOWED. 2B. FIBER REINFORCEMENT: THE FRP COMPOSITE SYSTEM MUST UTILIZE CARBON FIBER REINFORCEMENT AS
THE PRIMARY FIBER MATERIAL (PRIMARY STRUCTURAL COMPONENT). 2C. PROTECTIVE COATINGS: THE FRP SYSTEM SHALL BE TOP COATED WITH A PROTECTIVE COATING SUPPLIED AND APPROVED BY THE FRP SYSTEM
SUPPLIER. EXECUTION 1. EXAMINATION 1A. EXAMINE EXISTING CONDITIONS TO ASSESS QUALITY OF CONCRETE SUBSTRATE, IDENTIFY POTENTIAL OBSTRUCTIONS, AND VERIFY DIMENSIONS/GEOMETRY SHOWN ON DRAWINGS.
2. PREPARATION 2A. ENVIRONMENTAL CONDITIONS a. DO NOT INSTALL FRP WHEN THE AMBIENT TEMPERATURE IS BELOW 40 °F (5 °C) OR ABOVE 130 °F (55 °C). IN COLD CONDITIONS, AUXILIARY HEAT MAY BE
APPLIED TO RAISE THE AMBIENT TEMPERATURE TO A SUITABLE LEVEL. UTILIZE CLEAN HEAT SOURCES FOR THIS PURPOSE (E.G., ELECTRIC OR PROPANE) THAT DO NOT CONTAMINATE THE SUBSTRATE WITH CARBONATION.
b. THE PRESENCE OF MOISTURE INHIBITS THE ADHESION OF THE EPOXIES TO THE SUBSTRATE. DO NOT INSTALL FRP WHEN SURFACE MOISTURE IS PRESENT ON THE SUBSTRATE OR WHEN CONDENSATION IS ANTICIPATED
IN THE WORK AREAS. 2B. SITE CONDITIONS MAINTAIN CONTROL OF CONCRETE CHIPS, DUST, AND DEBRIS IN EACH AREA OF WORK. CLEAN UP AND REMOVE SUCH MATERIAL AT THE COMPLETION OF EACH DAY. 3.
INSTALLATION 3A. FIELD SAMPLE PANELS a. CONTRACTOR SHALL PREPARE TWO MINIMUM TESTING SAMPLES ON A SMOOTH, FLAT, LEVEL SURFACE COVERED WITH POLYETHYLENE SHEETING, OR 16 MIL PLASTIC FILM,
PRIME WITH EPOXY SATURANT. SAMPLES SHALL BE 12" X 12" AND MADE WITH TWO LAYERS OF SATURATED FABRIC ORIENTED IN THE SAME DIRECTION. SAMPLES SHALL BE STORED IN A SAMPLE BOX AND NOT MOVED
FOR A MINIMUM 48 HOURS AFTER CASTING. THE PREPARED, IDENTIFIED SAMPLES SHALL BE GIVEN TO THE PRE-APPROVED OWNER’S TESTING LABORATORY. LABORATORY SHALL PRECONDITION SAMPLES FOR 48 HOURS
AT 140 DEGREES F BEFORE TESTING. 3B. CONCRETE REPAIR a. UNSOUND AREAS OF THE CONCRETE SUBSTRATE (SUCH AS BROKEN PIECES, DELAMINATED AREAS, ETC.) MUST BE REMOVED TO REVEAL SOUND MATERIAL.
IF PRESENT, MATERIALS WITH LOW COMPRESSIVE STRENGTH AND ELASTIC MODULUS, LIKE PLASTER, SHALL BE REMOVED FROM THE SUBSTRATE. b. IF CORROSION OF THE EXISTING STEEL REINFORCEMENT EXISTS,
THE STEEL AND CONCRETE MUST BE REPAIRED BEFORE INSTALLATION OF THE FRP. ANY DETERIORATED CONCRETE OR CORRODING REINFORCING STEEL MUST BE REPAIRED PER ICRI GUIDELINE #310.1R. DO NOT COVER
CORRODING REINFORCING STEEL WITH FRP. c. VOIDS IN THE CONCRETE SUBSTRATE MUST BE FILLED. LARGE VOIDS (GREATER THAN 0.50 IN (500 MM) IN DEPTH), INCLUDING RECESSES IN FACE OF CONCRETE
BEAMS, SHALL BE FILLED WITH CEMENTITIOUS REPAIR MATERIAL PER ITEM 2.01 IN THIS SECTION. PATCHING SHALL BE COMPLETED IN STRICT COMPLIANCE WITH MANUFACTURER’S INSTALLATION REQUIREMENTS.
d. CRACKS IN THE CONCRETE SUBSTRATE MUST BE PRESSURE INJECTED WITH EPOXY PER ITEM 2.01 IN THIS SECTION. 3C. SURFACE PREPARATION a. PRIOR TO INITIATING SURFACE PREPARATION PROCEDURES,
THE CONTRACTOR SHALL FIRST PREPARE A REPRESENTATIVE SAMPLE AREA. THE SAMPLE AREA SHALL BE PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF THIS SPECIFICATION, AND SHALL BE USED AS A REFERENCE
STANDARD DEPICTING A SATISFACTORILY PREPARED SUBSTRATE. b. UNEVEN CONCRETE SURFACE IRREGULARITIES (OFFSETS) MUST BE GROUND AND SMOOTHED TO LESS THAN 0.04 IN (1 MM). c. WHEN FIBER REINFORCEMENT
IS RUN AROUND OUTSIDE CORNERS OR EDGES, THESE CORNERS MUST BE ROUNDED TO A RADIUS OF NO LESS THAN 0.5 IN (15 MM). APPLICATION OF FIBER REINFORCEMENT AROUND INSIDE CORNERS SHALL BE AVOIDED.
NO DETAILING IS REQUIRED IF FIBER IS RUN PARALLEL TO CORNERS. d. THE SURFACE OF THE CONCRETE SUBSTRATE SHALL BE PROFILED USING ABRASIVE BLASTING AND/OR DISC GRINDING TO A MINIMUM ICRI
CSP 3 (REFER TO ICRI GUIDELINE #310.2). SURFACE CONTAMINATES (LAITANCE, SURFACE LUBRICANTS, BROKEN MORTAR PIECES, PAINT COATINGS, STAINING, ETC.) MUST BE REMOVED BY ABRASIVE BLASTING
AND/OR DISC GRINDING. DUST GENERATED FROM SURFACE GRINDING MUST BE REMOVED USING A CLEAN AIR BLOWER OR OTHER SUITABLE MEANS. IF THE DUST HAS BEEN REMOVED BY MEANS OF WATER WASHING, THE
SURFACE MUST BE THOROUGHLY DRIED. EXTEND SURFACE PREPARATION AT LEAST 1 INCH PAST EDGE OF FRP. 3D. MIXING OF POLYMER RESINS AND ADHESIVES a. RESINS (INCLUDING PRIMERS AND FILLERS) SHALL
BE MIXED ACCORDING TO THE FRP SYSTEM MANUFACTURER'S INSTALLATION INSTRUCTIONS. ALL RESIN COMPONENTS SHALL BE AT A PROPER TEMPERATURE AND MIXED IN THE MANUFACTURER’S PRESCRIBED MIX RATIO
UNTIL THERE IS A UNIFORM AND COMPLETE MIXING OF COMPONENTS. RESIN COMPONENTS ARE OFTEN CONTRASTING COLORS, SO FULL MIXING IS ACHIEVED WHEN COLOR STREAKS ARE ELIMINATED. RESINS SHOULD
BE MIXED FOR THE MANUFACTURER’S PRESCRIBED MIXING TIME AND VISUALLY INSPECTED FOR UNIFORMITY OF COLOR. b. MIXED RESIN THAT EXCEEDS THE POT LIFE SPECIFIED BY THE MANUFACTURER SHALL NOT
BE USED. 3E. APPLICATION OF FRP SYSTEM BY THE WET LAY-UP TECHNIQUE a. THE APPLICATION OF THE FRP SYSTEM (INCLUDING TOPCOATS) SHALL BE PERFORMED IN ACCORDANCE WITH THE MANUFACTURER’S
PUBLISHED INSTALLATION INSTRUCTIONS. b. PRIMER: THE FRP SYSTEM PRIMER SHALL BE APPLIED TO ALL AREAS ON THE CONCRETE SURFACE WHERE THE FRP SYSTEM IS TO BE PLACED. THE PRIMER SHALL BE
PLACED UNIFORMLY ON THE PREPARED SURFACE AT THE MANUFACTURER’S SPECIFIED RATE OF COVERAGE. THE PRIMER SHALL BE ALLOWED TO CURE PER THE FRP MANUFACTURER’S INSTALLATION INSTRUCTIONS BEFORE
APPLYING SUBSEQUENT MATERIALS. c. PUTTY: THE FRP SYSTEM PUTTY (OR FILLER) SHALL BE USED ONLY TO FILL VOIDS IN THE SUBSTRATE AND SMOOTH SURFACE DISCONTINUITIES PRIOR TO APPLICATION OF
OTHER MATERIALS. ROUGH EDGES OR TROWEL LINES OF CURED PUTTY SHALL BE GROUND SMOOTH PRIOR TO CONTINUING THE INSTALLATION. THE PUTTY SHALL BE ALLOWED TO CURE PER THE FRP MANUFACTURER’S
INSTALLATION INSTRUCTIONS BEFORE APPLYING SUBSEQUENT MATERIALS. d. FIBER REINFORCEMENT AND SATURATING RESIN: THE REINFORCING FIBERS SHALL BE PLACED WITH SUFFICIENT SATURATING RESIN TO
ACHIEVE FULL SATURATION OF THE FIBERS. SUFFICIENT SATURATING RESIN SHALL BE PRESCRIBED BY THE FRP SYSTEM MANUFACTURER. THE FIBER REINFORCEMENT SHALL BE PRESSED ONTO THE CONCRETE SURFACE
TO ACHIEVE INTIMATE CONTACT. ENTRAPPED AIR BETWEEN LAYERS SHOULD BE RELEASED OR ROLLED OUT BEFORE THE RESIN SETS. e. PROTECTIVE TOPCOATS: COATINGS SHALL BE APPLIED IN ACCORDANCE WITH
THE MANUFACTURER’S RECOMMENDATIONS. APPLICATION RATE PER COAT = 160 SQ FT/GALLON. 3F. DRILLING OR INSTALLATION OF MECHANICAL ANCHORS THRU INSTALLED FRP IS NOT ALLOWED. 4. FIELD QUALITY
CONTROL 4A. INSPECTING a. OWNER WILL WILL ENGAGE AN INDEPENDENT TESTING AND INSPECTION AGENCY TO PERFORM TESTING AND INSPECTIONS SPECIFIED IN THIS SECTION. TESTING AND INSPECTION AGENCY
SHALL CONTINUOUSLY OBSERVE ALL ASPECTS OF ONSITE PREPARATION AND MATERIAL APPLICATION INCLUDING SURFACE PREPARATION, RESIN COMPONENT MIXING, APPLICATION OF PRIMER, APPLICATION OF RESIN
AND FIBER SHEET, CURING OF COMPOSITE, AND THE APPLICATION OF PROTECTIVE COATINGS. b. INSPECTION FOR VOIDS/DELAMINATIONS -AFTER ALLOWING AT LEAST 24 HOURS FOR INITIAL RESIN CURE TO OCCUR,
PERFORM A VISUAL AND ACOUSTIC TAP TEST INSPECTION OF THE LAYERED SURFACE. -VOIDS REQUIRING CORRECTIVE ACTION SHALL BE MARKED AND REPAIRED IN ACCORDANCE WITH ITEM 3.05 OF THIS SECTION.
4B. BOND TESTING a. DIRECT TENSION PULL-OFF TESTING SHALL BE CONDUCTED PER ASTM D 4541 OR THE TEST METHOD DESCRIBED IN ACI 440.3R-04 SECTION L.1. b. DIRECT TENSION PULL-OFF TESTS SHALL
BE CONDUCTED UNDER THE FOLLOWING TEST CONDITIONS: -THE FRP SYSTEM SHALL BE ALLOWED TO CURE A MINIMUM OF 72 HOURS BEFORE EXECUTION OF OF THE DIRECT TENSION PULL-OFF TEST -THE LOCATIONS
OF THE PULL-OFF TEST SHALL BE REPRESENTATIVE AND ON FLAT SURFACES. IF POSSIBLE, PULL-OFF TESTS SHALL BE CONDUCTED ON AREAS OF THE FRP SYSTEM SUBJECTED TO RELATIVELY LOW STRESS DURING
SERVICE. c. TEST FREQUENCY -PERFORM A MINIMUM OF ONE DIRECT TENSION PULL-OFF TEST PER 500 SQUARE FEET OF INSTALLED FRP (SURFACE AREA). A MINIMUM OF 3 TESTS ARE REQUIRED IF TOTAL SURFACE
AREA IS LESS THAN 1500 SQUARE FEET. -PULL-OFF TESTS MUST BE PERFORMED ON EACH TYPE OF CONCRETE SUBSTRATE OR FOR EACH SURFACE PREPARATION TECHNIQUE USED IF VARIATIONS IN SUCH CONDITIONS
EXIST. d. CONDITIONS OF ACCEPTANCE -THE FAILURE MODE MUST BE COHESIVE FAILURE WITHIN THE CONCRETE -THE TENSILE BOND STRENGTH MUST BE IN EXCESS OF 200 PSI (1.4 MPA) e. REPAIR THE TESTED
AREAS IN ACCORDANCE WITH SECTION 3.05 OF THIS SPECIFICATION. 4C. LABORATORY TESTING REQUIREMENTS FOR FIELD SAMPLE PANELS: a. SAMPLES SHALL BE TESTED AT RANDOM. TESTING OF SAMPLES SHALL
BE PERFORMED IN ACCORDANCE WITH ASTM D3039. FIVE COUPONS, 3/4” X 9”, SHALL BE OBTAINED FROM EACH OF THE 12”X12” SAMPLES. A MINIMUM OF FIVE COUPONS SHALL BE TESTED. b. THE TESTING REPORTS
SHALL PROVIDE AS A MINIMUM AVERAGE VALUES OF THE FOLLOWING: -ULTIMATE TENSILE STRENGTH -TENSILE MODULUS OF ELASTICITY -ULTIMATE ELONGATION c. CONDITIONS OF ACCEPTANCE -THE MINIMUM AVERAGE
VALUES FOR ULTIMATE TENSILE STRENGTH, TENSILE MODULUS OF ELASTICITY, AND ULTIMATE ELONGATION SHALL MEET OR EXCEED THE DESIGN VALUES GIVEN IN THE MANUFACTURER’S PRODUCT DATA. -TEST RESULTS
SHALL MEET THESE CONDITIONS IN ORDER FOR FRP REPAIR TO BE ACCEPTABLE. 4D. REPORT: THE INDEPENDENT TESTING AND INSPECTION AGENCY SHALL SUBMIT A QUALITY CONTROL REPORT TO THE ENGINEER
DESCRIBING INSTALLATION PROCESS, THE COMPLETED INSTALLATION AND DETAILING THE TEST RESULTS. AS A MINIMUM, REPORT SHALL INCLUDE: a. DATE AND TIME OF INSTALLATION b. AMBIENT TEMPERATURE,
RELATIVE HUMIDITY, AND GENERAL WEATHER OBSERVATIONS c. SURFACE TEMPERATURE OF CONCRETE d. SURFACE DRYNESS PER ACI 503.4 e. SURFACE PREPARATION METHODS AND RESULTING PROFILE USING ICRI-SURFACE-PROFILE
-CHIPS f. QUALITATIVE DESCRIPTION OF SURFACE CLEANLINESS g. FIBER OR PROCURED LAMINATE BATCH NUMBER(S) AND APPROXIMATE LOCATION IN STRUCTURE h. BATCH NUMBERS, MIXTURE RATIOS, MIXING
TIMES, AND QUALITATIVE DESCRIPTIONS OF THE APPEARANCE OF ALL MIXED RESINS, INCLUDING PRIMERS, PUTTIES, SATURANTS, ADHESIVES, AND COATINGS MIXED FOR THE DAY i. OBSERVATIONS OF PROGRESS
OF CURE OF RESINS j. CONFORMANCE WITH INSTALLATION PROCEDURES k. FRP PROPERTIES FROM TESTS OF FIELD SAMPLE PANELS l. BOND TESTING RESULTS AND FAILURE MODE m. LOCATION AND SIZE OF ANY
DELAMINATIONS OR AIR VOIDS n. GENERAL PROGRESS OF WORK 5. REPAIR OF DAMAGED OR DEFECTIVE AREAS 5A. REPAIR OF DELAMINATED AREAS OF INSTALLED FRP REINFORCEMENT a. SMALL DELAMINATIONS LESS
THAN 2 IN2 EACH (1300 MM2) DO NOT REQUIRE CORRECTIVE ACTION, AS LONG AS THE TOTAL DELAMINATED AREA IS LESS THAN 5 % OF THE TOTAL LAMINATE AREA AND THERE ARE NO MORE THAN 10 SUCH DELAMINATIONS
PER 10 FT2 (1 M2). b. LARGE DELAMINATIONS, GREATER THAN 25 IN.2 (16,000 MM2) SHALL BE REPAIRED BY SELECTIVELY CUTTING AWAY THE AFFECTED SHEET, REAPPLYING PRIMER AND PUTTY LAYERS, AND
APPLYING AN OVERLAPPING FRP PATCH OF EQUIVALENT PLIES AND FIBER ORIENTATIONS. SUBMIT PROPOSED REPAIR PROCEDURE FOR ACCEPTANCE PRIOR TO PERFORMING REPAIR. c. MODERATE DELAMINATIONS LESS
THAN 25 IN.2 (16,000 MM2) MAY BE REPAIRED BY FILLING THE DELAMINATION BY LOW-PRESSURE INJECTION OF THE SATURANT OR BY THE PREVIOUS PROCEDURE SPECIFIED FOR LARGE DELAMINATIONS. 5B. REPAIR
PROCEDURES FOR CONDITIONS THAT ARE NOT SPECIFICALLY ADDRESSED IN THIS SPECIFICATION SHALL BE APPROVED BY THE ENGINEER. 2 CONSTRUCTION 02.04.2011
LVL 1 100'-0" LVL 2 116'-3 1/2" LVL 3 128'-3 1/2" Vu=82k 8" PRECAST WALL Vu=100 plf Vu=100 plf BB 1'-0" TOW= 130' -1 1/2" 9" 3'-2" 3'-2" 2'-11" 6'-2" LVL 1 100'-0" LVL 2 116'-3 1/2"
LVL 3 128'-3 1/2" ROOF 140'-0" 2.10 2.11 Vu=10k Vu=29k Vu=3k 8" PRECAST WALL Vu=213 plf Vu=142 plf Vu=114 plf14'-0" Pu=165k FROM W Pu=120k FROM W S380 7 S380 10 TOW= 137' -5 1/2" 7'-3"
4'-0" 1'-2" LVL 1 100'-0" LVL 2 116'-3 1/2" LVL 3 128'-3 1/2" 2.10 2.11 Vu=6k Vu=3k 8" PRECAST WALL Vu=142 plf Vu=178 plf Vu=267 plf 14'-0" Pu=120k FROM W S380 7 TOW= 137' -5 1/2" TOW=
120' -10" Vu=6k LVL 1 100'-0" LVL 2 116'-3 1/2" LVL 3 128'-3 1/2" AA Vu=27k Vu=8k 8'-0 1/2" 8" PRECAST WALL Vu=114 plf Vu=142 plf Vu=85 plf TOW= 137' -5 1/2" LVL 1 100'-0" LVL 2 116'-3
1/2" Vu=144k Vu=123 plf BB 8" PRECAST WALL TOW= 115' -3" 8'-0" 7'-6 1/8" 2.10 2.11 AA S380 7 6 S380 3 S380 10 11 8 9 BB LVL 1 100'-0" LVL 2 116'-3 1/2" AA 8" PRECAST WALL CONNECTION
TO WALL, EMBEDS BY PRECASTER (DFS) Vu=43k Vu=197 plf BB TOW= 120' -10" 8'-0" 3'-6" 3'-6" 4'-7 1/2" LVL 1 100'-0" LVL 2 116'-3 1/2" 2.11 2.10 8" PRECAST WALL Vu=15k Vu=197 plf Pu=165k
FROM WS380 10 TOW= 120' -10" PRECAST WALL ELEVATION NOTES: 1. DESIGN PRECAST SHEARWALLS FOR FORCES SHOWN ON ELEVATIONS. 2. ALL LATERAL FORCES SHOWN ARE STRENGTH-LEVEL SEISMIC. 3. INDICATES
STRENGTH-LEVEL OUT OF PLANE CONNECTION FORCE. 4. "Vu" & "Pu" INDICATE STRENGTH LEVEL LATERAL LOADS. 5. DESIGN CONNECTIONS TO DIAPHRAGM FOR FORCES SHOWN ON ELEVATIONS WITH THE FOLLOWING
MULTIPLIERS: 120% @LVL 3, 160% @LVL 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 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
395 East Lionshead Circle VAIL, COLORADO 81657 4/8/2011 11:33:13 AM C:\Users\EricS\Desktop\ESobel documents\ERS Revit Models (local)\21615.S.05 AUX BUILDING-ers.rvt S380 PRECAST WALL
ELEVATIONS (EAST) LIONSHEAD TRANSIT WELCOME CENTER ERIC SOBEL ERIC SOBEL MIKE McAFFREY 21615.S.05 MIKE McAFFREY 10 3/16" = 1'-0" PRECAST WALL D -UPPER 6 3/16" = 1'-0" PRECAST WALL B
3 3/16" = 1'-0" PRECAST WALL A 7 3/16" = 1'-0" PRECAST WALL C -UPPER 11 3/16" = 1'-0" PRECAST WALL D -LOWER 4 3/16" = 1'-0" PRECAST ELEVATION PLAN -WALLS A-E 8 3/16" = 1'-0" PRECAST
WALL C -LOWER 9 3/16" = 1'-0" PRECAST WALL E 3 3 2 CONSTRUCTION 02.04.2011 3 ADDENDUM #1 02.18.2011 4 ADDENDUM #2 03.02.2011 4 4
1.3 B C S382 2 S382 8 S382 6 S383 1 S383 4 S383 6 8 A.5 LVL 1 100'-0" LVL 2 116'-3 1/2" LVL 3 128'-3 1/2" ROOF 140'-0" B C Vu=48k Vu=20k Vu=21k Vu=8k 5'-6" 3'-3" 8" PRECAST WALL 5'-2"
5'-2" 9'-2" TOW= 150' -4" 8'-10" 8'-10" 4'-11 5/8" 4" 4" T.O. CORE 150'-4" Vu=227 plf Vu=199 plf Vu=171 plf LVL 1 100'-0" LVL 2 116'-3 1/2" LVL 3 128'-3 1/2" ROOF 140'-0" B Vu=16k Vu=11k
Vu=4k 4'-4" 8" PRECAST WALL 2 S602 Vu=171 plf Vu=199 plf Vu=227 plf TOW= 142' -5 1/2" PROVIDE POCKETS IN PRECAST WALL FOR GLULAM TRUSSES A.5 LVL 1 100'-0" LVL 2 116'-3 1/2" LVL 3 128'-3
1/2" ROOF 140'-0" B A Vu=39k Vu=63k Vu=25k 4'-4" 8" PRECAST WALL ABOVE LEVEL 2 3 S602 5'-2" 5'-2" TOW= 150' -4"8'-10" 4" T.O. CORE 150'-4" Vu=227 plf Vu=199 plf Vu=171 plf Vu=171 plf
A.5 12" PRECAST WALL BELOW LEVEL 2 PRECAST WALL ELEVATION NOTES: 1. DESIGN PRECAST SHEARWALLS FOR FORCES SHOWN ON ELEVATIONS. 2. ALL LATERAL FORCES SHOWN ARE STRENGTH-LEVEL SEISMIC.
3. INDICATES STRENGTH-LEVEL OUT OF PLANE CONNECTION FORCE. 4. "Vu" & "Pu" INDICATE STRENGTH LEVEL LATERAL LOADS. 5. DESIGN CONNECTIONS TO DIAPHRAGM FOR FORCES SHOWN ON ELEVATIONS WITH
THE FOLLOWING MULTIPLIERS: 120% @LVL 3, 160% @LVL 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 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 395 East Lionshead Circle VAIL, COLORADO 81657 4/8/2011 11:33:15 AM C:\Users\EricS\Desktop\ESobel documents\ERS Revit Models (local)\21615.S.05 AUX BUILDING-ers.rvt S382
PRECAST WALL ELEVATIONS (WEST) LIONSHEAD TRANSIT WELCOME CENTER ERIC SOBEL ERIC SOBEL MIKE McAFFREY 21615.S.05 MIKE McAFFREY 3 3/16" = 1'-0" PRECAST ELEVATION PLAN WALLS H-P 8 3/16"
= 1'-0" PRECAST WALL -K 6 3/16" = 1'-0" PRECAST WALL -J 2 3/16" = 1'-0" PRECAST WALL -H 2 CONSTRUCTION 02.04.2011 4 ADDENDUM #2 03.02.2011 7 B.D. RESPONSES 04.11.20114 7 7
2.1 2.2 2.3 2.5 2.7 2.9 AA S381 6 S381 8 2.4 2.6 2.8 A.5 LVL 1 100'-0" LVL 2 116'-3 1/2" LVL 3 128'-3 1/2" ROOF 140'-0" 2.9 2.8 2.7 2.6 2.5 2.4 2.3 2.2 2.1 Vu=10k Vu=11k 2'-4" Vu=154k
Vu=55k 8" PRECAST WALL Vu=142 plf Vu=207 plf Vu=178 plf Vu=107 plf Vu=211 plf Vu=207 plf Vu=211 plf Vu=214 plf Vu=107 plf 11'-8" 8'-6" 9'-8" 10'-0" 10'-0" 10'-0" 10'-0" 17'-0" Vu=10k
TOW= 128' -0 1/2" TOW= 139' -5 1/2" TOW= 137' -5 1/2" 7'-1" 3'-6" 1'-0" 1'-0" 1'-0" 1'-0" 8" 7'-1" 6'-2" 8" TOW= 139' -5 1/2" NOTCH PRECAST WALL TO ACCEPT GLULAM TRUSS 127'-11 1/2" 1'-5"
8'-4" LVL 3 128'-3 1/2" ROOF 140'-0" AA 8" PRECAST WALL Vu=8k Vu=39k 3'-4" 3'-8" 3 S342 OPENINGS, COORD W/MECH BB 2'-6" 3'-8" 2'-6" 5'-0" 1'-8" 11 S344 3'-6" 2'-9" 1'-6" 2'-0" 8" 10"
8" 1'-2" PRECAST GIRDER. DESIGN FOR OMEGA-LEVEL LOADS 7'-1" 7 Pd=400plf Ps=800plf 7 PRECAST WALL ELEVATION NOTES: 1. DESIGN PRECAST SHEARWALLS FOR FORCES SHOWN ON ELEVATIONS. 2. ALL
LATERAL FORCES SHOWN ARE STRENGTH-LEVEL SEISMIC. 3. INDICATES STRENGTH-LEVEL OUT OF PLANE CONNECTION FORCE. 4. "Vu" & "Pu" INDICATE STRENGTH LEVEL LATERAL LOADS. 5. DESIGN CONNECTIONS
TO DIAPHRAGM FOR FORCES SHOWN ON ELEVATIONS WITH THE FOLLOWING MULTIPLIERS: 120% @LVL 3, 160% @LVL 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 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,
BRECKENRIDGE, CO 80424 LANDSCAPE ARCHITECT t: 970.389.3583 395 East Lionshead Circle VAIL, COLORADO 81657 4/8/2011 11:33:14 AM C:\Users\EricS\Desktop\ESobel documents\ERS Revit Models
(local)\21615.S.05 AUX BUILDING-ers.rvt S381 PRECAST WALL ELEVATIONS (NORTH) LIONSHEAD TRANSIT WELCOME CENTER ERIC SOBEL ERIC SOBEL MIKE McAFFREY 21615.S.05 MIKE McAFFREY 7 3/16" = 1'-0"
PRECAST ELEVATION PLAN -WALLS F & G 8 3/16" = 1'-0" PRECAST WALL -G 6 3/16" = 1'-0" PRECAST WALL -F 3 2 CONSTRUCTION 02.04.2011 3 ADDENDUM #1 02.18.2011 4 ADDENDUM #2 03.02.2011 7 B.D.
RESPONSES 04.11.2011 4
LVL 1 100'-0" LVL 2 116'-3 1/2" LVL 3 128'-3 1/2" ROOF 140'-0" 1.4 Vu=10k Vu=20k 6" 8" PRECAST WALL Vu=168 plf Vu=206 plf Vu=166 plf 6'-4" 5'-11" 2'-8" 2'-8" 2'-8" 2'-10" 2'-8" 2'-5"
12'-0" 9'-5" 8" 8'-5" TOW= 141' -0" TOW= 136' -4" LVL 1 100'-0" LVL 2 116'-3 1/2" LVL 3 128'-3 1/2" ROOF 140'-0" 1.3 1.4 Vu=3k Vu=3k Vu=11k 2'-3" 8" PRECAST WALL 7 S344 Vu=137 plf 26'-2
1/2" 2'-2" 6'-6" 6'-6" 9'-5" TOW= 150' -4" 8" 2'-11" T.O. CORE 150'-4" TOW= 116' -3 1/2" Vu=12k 2'-0" LVL 1 100'-0" LVL 2 116'-3 1/2" LVL 3 128'-3 1/2" ROOF 140'-0" 1.3 Vu=9k Vu=8k Vu=25k
Vu=9k 2'-0" 6'-8" 8" PRECAST WALL 7 S344 TOW= 150' -4" TOW= 142' -5 1/2" T.O. CORE 150'-4" Vu=199plf Vu=171plf Vu=227plf LVL 1 100'-0" LVL 2 116'-3 1/2" 6'-6" 2'-2" 8" PRECAST WALL 2'-11"
Vu=5k Vu=137 plf TOW= 116' -3 1/2" LVL 1 100'-0" LVL
2 116'-3 1/2" C B 17'-4 7/8" 3'-11 1/4" 18'-6 1/8" 7'-0 1/8" 2'-8" 4'-1" 2'-8" 5'-6" 4'-11 1/2" 1'-8" 2'-2" 1'-8" 5'-2" TOW= 110' -0 3/8" TOW= 102' -4" TOW= 118' -0 1/2" 7 7 1'-3 3/4"
OWNER 4240 ARCHITECTURE INC 3003 LARIMER 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 395 East Lionshead Circle
VAIL, COLORADO 81657 4/8/2011 11:33:16 AM C:\Users\EricS\Desktop\ESobel documents\ERS Revit Models (local)\21615.S.05 AUX BUILDING-ers.rvt S383 S383 PRECAST WALL ELEVATIONS (WEST) LIONSHEAD
TRANSIT WELCOME CENTER ERIC SOBEL ERIC SOBEL MIKE McAFFREY 21615.S.05 MIKE McAFFREY 1 3/16" = 1'-0" PRECAST WALL -L 8 3/16" = 1'-0" PRECAST WALL -P 6 3/16" = 1'-0" PRECAST WALL -N 4
3/16" = 1'-0" PRECAST WALL -M 5 3/16" = 1'-0" PRECAST WALL -V 2 CONSTRUCTION 02.04.2011 4 ADDENDUM #2 03.02.2011 7 B.D. RESPONSES 04.11.2011 4 7
LVL 1 100'-0" LVL 2 116'-3 1/2" C B 22'-6" 8" PRECAST WALL 18'-5" 2'-1 1/4" TOW= 111' -9 3/8" TOW= 104' -7 1/8" TOW= 119' -9" RAILINGS & ATTACHMENT TO PRECAST (DFS) NOT SHOWN FOR CLARITY
7 1.1 1.2B C S384 4 S384 5 7 8 S383 5 A.5 LVL 1 100'-0" LVL 2 116'-3 1/2" B 12" PRECAST WALL HANDRAIL (DFS), SEE ARCH TOW TO MATCH (E), VIF. ASSUME 116'-4 1/2" FOR BIDDING. 7 A.5 LVL
1 100'-0" LVL 2 116'-3 1/2" 12" PRECAST WALL HANDRAIL (DFS), SEE ARCH TOW TO MATCH (E), VIF. ASSUME 116'-4 1/2" FOR BIDDING. 7 LVL 1 100'-0" LVL 2 116'-3 1/2" B C 8" PRECAST WALL 22'-6"
18'-6 1/8" 3'-11 1/4" 17'-4 7/8" BOC= 112'-11 3/4" RAILING & ATTACHMENT TO PRECAST (DFS) NOT SHOWN FOR CLARITY. 7'-2" TOW= 118' -0 1/2" TOW= 110' -0 3/8" TOW= 102' -4" 11" 5'-0 3/4"
A.5 7 PRECAST WALL ELEVATION NOTES: 1. DESIGN PRECAST SHEARWALLS FOR FORCES SHOWN ON ELEVATIONS. 2. ALL LATERAL FORCES SHOWN ARE STRENGTH-LEVEL SEISMIC. 3. INDICATES STRENGTH-LEVEL OUT
OF PLANE CONNECTION FORCE. 4. "Vu" & "Pu" INDICATE STRENGTH LEVEL LATERAL LOADS. 5. DESIGN CONNECTIONS TO DIAPHRAGM FOR FORCES SHOWN ON ELEVATIONS WITH THE FOLLOWING MULTIPLIERS: 120%
@LVL 3, 160% @LVL 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 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 395 East Lionshead
Circle VAIL, VAIL, COLORADO 81657 4/8/2011 11:33:17 AM C:\Users\EricS\Desktop\ESobel documents\ERS Revit Models (local)\21615.S.05 AUX BUILDING-ers.rvt S384 PRECAST WALL ELEVATIONS -(STAIRS)
LIONSHEAD TRANSIT WELCOME CENTER ERIC SOBEL ERIC SOBEL MIKE McAFFREY 21615.S.05 MIKE McAFFREY 4 3/16" = 1'-0" PRECAST WALL -Q 7 3/16" = 1'-0" PRECAST WALL -WALL S 5 3/16" = 1'-0" PC
WALL ELEV -WALL R 3 3/16" = 1'-0" PRECAST ELEVATION PLAN -WALLS Q-V 8 3/16" = 1'-0" PRECAST WALL -T 32 CONSTRUCTION 02.04.2011 3 ADDENDUM #1 02.18.2011 4 ADDENDUM #2 03.02.2011 7 B.D.
RESPONSES 04.11.2011 4
3/4" CLR 3/4" CLR 3" CLR DO NOT CONTINUE JOINT REINF THRU CJ CONTINUE BOND BEAM REINF AND BOND BEAM GROUT THRU CJ W/O INTERRUPTION. PROVIDE CJ'S IN STRUCT MAS ONLY WHERE SHOWN ON THE
STRUCT OR ARCH PLANS 3/8" CONTROL JOINT (CJ): HEAD JOINTS OF UNITS ALIGN AT CJ. NO MORTAR ON HEAD JOINT AT CJ REINF VERT CELL ES OF JOINT INTERSECTION CORNER NOTES: 1. 90 DEG CORNER
& INTERSECTION IS SHOWN. WALLS MEETING AT OTHER ANGLES SHALL HAVE (a) BLOCK OVERLAPPING 4" MIN AT ALL HEAD JOINTS OR (b) FACE SHELL BROKEN OPEN AND COMMON CORE GROUTED 2. IF HEAD JOINT
ALIGNS OVER THE FULL WALL HEIGHT, BREAK OPEN FACE SHELLS AND GROUT WALLS TOGETHER FULL HEIGHT, TYP AT ALL CORNERS AND INTERSECTIONS VERT REINF STD HOOK SIZE & SPACING OF L-BAR TO MATCH
HORIZ REINF 1'-3" MLS 1'-3" MLS SEE NOTE 2 VERT REINF ONE HORIZ BAR SHOWN, WALLS W/2 HORIZ BARS SIM SIZE & SPACING OF L-BAR TO MATCH HORIZ REINF. 1'-3" MLS (90 DEG SHOWN, 45 DEG & ALL
OTHER ANGLES ARE SIMILAR) 2" CLR #3 #4 #5 #6 16 21 26 43 16 26 40 54 ENGLISH #19 #16 #13 #10 METRIC BAR BAR SIZE MASONRY LAP SPLICE SCHEDULE REINF CENTERED 8", 10", 12" MAS REINF AT
FACE NOTES: 1. SMALLER BAR LAP LENGTH SHALL BE USED WHEN SPLICING DIFFERENT SIZED BARS 2. LAP LENGTHS SPECIFICALLY DETAILED ON DRAWINGS SHALL GOVERN INSTEAD OF SCHEDULED LAP LENGTHS
3. IF REINFORCING IS SPECIFIED AS EPOXY COATED, INCREASE LENGTHS BY 50% 4. MECHANICAL COUPLERS MAY BE USED IN LIEU OF ANY LAP LENGTH SHOWN. 5. WHEN LOW LIFT GROUTING IS USED, AND THE
LAP LENGTH EXCEEDS THE GROUT LIFT HEIGHT, A MECHANICAL COUPLER IS REQUIRED IN LIEU OF LAPPED REINF 6. VERTICAL REINF IN PILASTERS WITH AT LEAST 3 1/2" CLEAR SHALL BE SPLICED PER THE
"REINF CENTERED" COLUMN 7. HORIZONTAL BOND BEAM REINF SHALL BE SPPLICED PER THE "REINF AT FACE" COLUMN 2" f'm = 1500 psi REINF CENTERED 6" MAS 8" CMU, GROUTED SOLID W/#5@8", SUPPORTED
OFF PRECAST STUCTURE EXP JT EXP JT CMU, GROUTED SOLID W/#5@8", SUPPORTED OFF GROUND S341 8 B/WALL 1 BOND BEAM W/(2) #5 AT T/WALLL KEYNOTES: 2 JAMB REINF EACH SIDE OF ALL OPENINGS, FULL
HEIGHT 3 PROVIDE `LADDER' TYPE HORIZONTAL JOINT REINFORCEMENT WITH 2-W1.7 (9 GA)WIRES (MIN) AT 8" OC, TYPICAL. 4 CONTROL JOINT (CJ) OR END OF WALL 567 VERT REINF ALL CORNERS RUNNING
BOND PATTERN, TYP, UNO. 53 GROUT CELLS WITH REINFORCEMENT AND ALL SHADED AREAS 6 2 1 LTE MLS 4 OPENING CONTINUOUS BOND BM AT BOT OF DT STEMS L4x4x3/8x1'-3 ES AT UNTOPPED TEES, (2) 1/2"Ø
A307 THRU BOLTS. AT TOPPED TEES, (2) 1/2Øx3 1/2" EMBEDMENT EXP BOLT PER ANGLE 1'-0" 1"1" CLR2" 2" CLR 2" 2" CLR PRECAST DT TYPICAL VERTICAL REINF FULL HT OF WALL ES OF DT STEM BOND BEAM
EMBED CHANNEL BY PC SUPPLIER PRECASTER TO DESIGN STEM FOR 200 LB/FT HORIZ SERVICE LOAD OR 1.6k AT EACH CONN BENT PL 3/8x10 CONT BOND BM 1/16" CLR ES 2" CLR 3/16 2-8 3/16 2-8 L4x4x3/8x8
3/16 3 3/16 3 EE 4" MIN 1" MIN 1" 4" 3/8" NOTE: DETAIL ONLY REQD WHERE PARTITION WALLS RUN MORE THAN 12'-0" BETWEEN CORNERS AND INTERSECTING WALLS 8" DEEP BOND BM W/(2)#4xCONT 2" MIN
1/16" CLR ES L4x4x3/8x1'-0" ES @48"oc (2)1/2"Ø (3 1/2" EMBED) EXP BOLT PER ANGLE @8" 2" CLR 3/8" (E) SLAB, VIF NOTE: DETAIL ONLY REQD WHERE PARTITION WALLS RUN MORE THAN 12'-0" BETWEEN
CORNERS AND INTERSECTING WALLS 8" DEEP BOND BM W/(2)#4xCONT 1/16" CLR ES L4x4x3/8x8" ES @48"oc 2" CLR 3/8" EMBED PL BY PRECASTER (DFS) @48"oc 3/16 3 3/16 3 EE Pe=2.8k NOTE: DETAIL ONLY
REQD WHERE PARTITION WALLS RUN MORE THAN 12'-0" BETWEEN CORNERS AND INTERSECTING WALLS 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 395 East Lionshead Circle VAIL, COLORADO 81657 4/8/2011 11:33:17 AM C:\Users\EricS\Desktop\ESobel documents\ERS Revit Models (local)\21615.S.05
AUX BUILDING-ers.rvt S400 TYP MASONRY DETAILS LIONSHEAD TRANSIT WELCOME CENTER ERIC SOBEL ERIC SOBEL MIKE McAFFREY 21615.S.05 MIKE McAFFREY 8 NO SCALE TYP STR MAS BOND BEAM 5 NO SCALE
TYP STR MAS WALL CONTROL JOINT 6 NO SCALE TYP STR MASONRY WALL CORNER REINF 2 NO SCALE MASONRY LAP SPLICE SCHEDULE 9 1/2" = 1'-0" MASONRY CORNERS AT ELEVATOR LOBBY 7 NO SCALE 4 NO SCALE
TYP STRUCTURAL MASONRY WALL ELEV TYP MAS PARTITION WALL SUPPORT -PERP TO DT 10 NO SCALE TYP MAS PARTITION SUPPORT -PARALLEL TO DT 11 NO SCALE TYP MAS PARTITION SUPPORT -EXIST 3 12 NO
SCALE TYP MAS PARTITION SUPPORT -PRECAST SLAB 3 2 CONSTRUCTION 02.04.2011 3 ADDENDUM #1 02.18.2011 4 ADDENDUM #2 03.02.2011 4
2" 8" DEEP BOND BEAM W/(2) #5xCONT 1/2"Øx0'-6 SCREW ANCHORS @16"OC DECK BEARING SEE PLAN L6x4x3/8xCONT (LLV) (HDG) DO NOT SPLICE. FULLY WELD CORNERS TOW 111'-6" 2" 8" DEEP BOND BEAM
W/(2) #5xCONT 1/2"Øx0'-6 SCREW ANCHORS @16"OC DECK BEARING VARIES L6x4x3/8xCONT (LLV) (HDG) DO NOT SPLICE. FULLY WELD CORNERS TOW 111'-6" (2)#5xCONT T&B FOR DETAILS NOT NOTED, SEE #3
VERT @24" PROVIDE 180° HOOK EA END. ALT DIRECTION CAP PL 3/4x7 1/2x1'-4 W/(4) 1/2"Øx0'-6 HAS. WEATHERING STEEL S401 2 WEATHERING STEEL POST, SEE PLAN MC12x31xCONT (HDG) W/1/2"Øx0'-6
SCREW ANCHORS @16" IN HORIZ SHORT SLOTTED HOLES. 6" DECK BEARING VARIES 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 04.25.2011 395 East Lionshead Circle VAIL, COLORADO 81657 4/22/2011 4:39:57 PM C:\Users\EricS\Desktop\ESobel documents\ERS Revit Models (local)\21615.S.05 AUX
BUILDING-ers.rvt S401 MASONRY DETAILS LIONSHEAD TRANSIT WELCOME CENTER ERIC SOBEL ERIC SOBEL MIKE McAFFREY 21615.S.05 MIKE McAFFREY 1 1 1/2" = 1'-0" TRASH ENCLOSURE -TOW 1 2 1 1/2" =
1'-0" TRASH ENCLOSURE -TOW 2 3 1 1/2" = 1'-0" TRASH ENCLOSURE -BOND BEAM 4 8 4 ADDENDUM #2 03.02.2011 8 CCD02 04.25.2011
600 S 162 -54 MATERIAL THICKNESS: IN 1/1000 INCHES MEMBER DEPTH: IN 1/100 INCHES FLANGE WIDTH: IN 1/100 INCHES TYPE: S = STUD OR JOIST SECTIONS T = TRACK SECTIONS U = CHANNEL SECTIONS
F = FURRING CHANNEL SECTIONS TRACK SEGMENT x 1'-0. MATCH STUD SIZE AND GAGE. CENTER TRACK ON PUNCHOUT (4) #10 TEK SCREW TYP EQ REINFORCING REQUIRED WHEN PUNCHOUT LOCATION SPECIFIED IN
OTHER DETAILS CANNOT BE ACHIEVED.EQ L3x3x1/4xCONT (2) #10 TEK SCREWS AT EA DECK VALLEY AT EXTERIOR WALL LEG ON TOP 2 1/2" RIM TRACK ROOF JOIST LADDER BLOCKING @24"OC MAX, PER STRAP REQD
AT STRUCTURAL BLOCKING TERMINATION. S540 SEE 9 EMBED PL BY PRECASTER (DFS) @24"OC S540 9 ALIGN JOIST @4'-0" OC WITH WALL STUD SIMPSON HTS16 W/(12) #10 TEK SCREWS. (6) SCREWS TO WALL
STUD AND (6) SCREWS TO JOIST. LOCATE @4'-0" OC S541 10 T/WALL SEE ARCH 600T125-54xCONT 1'-6 7/8" 8'-0" OC MAX JOIST SOLID BLOCKING 18 GA x 2 1/2" STRAP x CONT. SPLICE IF REQ'D AT MIDLENNGT
OF SOLID BLOCKING #10 TEK SCREW TO EA JOIST 800S162-54 SOLID BLOCKING JOIST #10 TEK SCREW @6" THRU STRAP INTO SOLID BLOCKING 1/2" MAX GAP METAL ROOF DECK OR FLR SHEATHING L1 1/2x1 1/2x54
MILx0'-5 #8 TEK SCREW @6" THRU FLR SHEATHING OR METAL DECK INTO SOLID BLOCKING L1 1/2x4x54 MILx0'-5 PLAN STRAP . BLOCKING OR TO JOIST SUPPORT 8'-0" OC MAX TO NEXT ROW OF AND AT EA END
OF STRAP (2)#10 SCREWS (2)#10 SCREWS L 1 1/2 x 1 1/2 x 54 MIL x 0'-6 W/(4) #10 TEK SCREWS EA LEG 8" MIN RIM TRACK JOIST (1) #10 TEK SCREW TO TOP FLANGE AT EA JOIST [(4) #10] TEK SCREWS
TO EA WALL STUD TYP L3x3x1/4xCONT LEG ON TOP 2 1/2" RIM TRACK EMBED PL BY PRECASTER (DFS) @24" MAX EMBED PL BY PRECASTER (DFS) 2" Pd=160# Ps=1000# Pw=200# 7 NOTES: 1. INSTALL DECK OVER
4 SUPPORTS (3 SPAN CONTINUOUS) WHERE POSSIBLE 2. FOR ADDITIONAL CONNECTION INFORMATION, SEE DECK CONNECTION SCHEDULE PERPENDICULAR SUPPORT PARALLEL SUPPORT SIDELAPS CONNECTION PATTERN
#10 SCREW 30/4 CONNECTION PATTERN #10 SCREW 12" OC CONNECTION PATTERN #10 SCREW 12" OC 30/4 PATTERN: 30" COVERAGE S540 624/4 PATTERN: 24" COVERAGE DECK TYPE 0.6C /1.0C 3N 5/8"Ø PUDDLE
24/4 5/8"Ø PUDDLE 12" OC #10 SCREW 8" OC PARALLEL SUPPORT CONN PARALLEL SUPPORT BELOW PERP SUPPORT BELOW DECK SPAN EDGE OF MTL DECK SHEET, TYP SIDELAP CONNS PERP SUPPORT CONN LAP ENDS
OF DECK SHEETS 2" UNO WEB STIFFENER IS A STUD SEGMENT W/LENGTH = STUD DEPTH -3/8". FASTEN W/(4) #10 TEK SCREWS 1/8 [X] 1/8 1 RET TOP 3/8" 3/8" HOLD BACK WEB STIFFENER TO AVOID INTERFERENCE
W/ANGLE WELD [X"] 1" ILLUSTRATION OF WELD 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. 110 110 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
395 East Lionshead Circle VAIL, COLORADO 81657 4/8/2011 11:33:19 AM C:\Users\EricS\Desktop\ESobel documents\ERS Revit Models (local)\21615.S.05 AUX BUILDING-ers.rvt S540 TYP LT-GA FRAMING
DETAILS LIONSHEAD TRANSIT WELCOME CENTER ERIC SOBEL ERIC SOBEL MIKE McAFFREY 21615.S.05 MIKE McAFFREY 7 NO SCALE TYP CF PUNCHOUT REINFORCING 1 NO SCALE TYP CF ANNOTATION 11 NO SCALE
CF BLOCKING TO EXT WALL 12 NO SCALE CF ROOF TO EXT BRG WALL 9 NO SCALE TYP CF LB STRUCTURAL BLOCKING 10 NO SCALE TYP CF JOIST END CONN TO RIM TRACK 4 NO SCALE CF ROOF TO EXT BRG PC WALL
5 NO SCALE METAL DECK SLAB SCHEDULE 6 NO SCALE ROOF/FORM DECK CONNECTIONS METAL DECK PROPERTIES DECK TYPE DECK DEPTH (IN) DECK GAGE DECK FY (KSI) I (IN^4/FT) S (IN^3/FT) 0.6C 9/16 22
60 0.024 0.073 1.0C 1 22 60 0.073 0.130 3N 3 16 33 1.683 0.893 2 NO SCALE TYP CF WEB STIFFENER AT BL 2 CONSTRUCTION 02.04.2011 4 ADDENDUM #2 03.02.2011 7 B.D. RESPONSES 04.11.2011 44
OPTION 1 -CLIP ANGLE ATTACHMENT CLIP ANGLE 1 1/2x1 1/2x16 GA FASTENED TO STUD W/(4) #10 TEK SCREWS, ANGLE LENGTH =d -1/2" 150U50-54 (2) #10 TEK SCREW ATTACHMENT 150U50-54 OPTION 2 -DIRECT
WELD ATTACHMENT OPTION 3 -FLAT STRAPS AND BLOCKING TRACK PIECE TO MATCH WALL STUD WIDTH, CLIP FLANGE AND BEND UP. ATTACH W/(6)#10 TEK SCREWS EA SIDE TAUT FLAT 20 GAx2 STRAPS NO STUD
DEPTH RESTRICTION FOR STRAP BRACING OPTION d (8" MAX) 1/8 1/2 STUD WEB AT CHANNEL 6" MAX FOR THIS OPTION FOR ALL OPTIONS, PROVIDE BRIDGING AT 4'-0" OC MAX VERTICALLY. ATTACH W/(2)#10
TEK SCREWS EA SIDE 8" SHEATHING, SEE ARCH 4" MAX 1/2" 1/4" MAX SILL TRACK ATTACH TO TRACK SEGMENT W/(1) # 10 TEK SCREW EA SIDE JAMB STUD TRACK SEGMENT TO MATCH WALL STUD, ATTACH TO JAMB
STUD W/(6)#10 TEK SCREWS S541 2 S541 10 STRUCT S541 7 S541 7 S541 8 2 S541 2 S541 5-' 11" 3-' 9 3/4" OPNG WIDTH OPNG WIDTH Z5.40 2S541 12 600T150-54 ATTACH TO HEADER MEMBER W/(2) #10
TEK SCREWS @8" OC 600S162-54 ATTACH TO TRACK W/#10 TEK SCREWS @8" OC ES JAMB STUD, SEE SCHEDULE L2x2x12 GAGE x TRACK WIDTH W/[8] #10 TEK SCREWS T&B TRACK SEGMENT TO MATCH WALL STUD,
ATTACH TO JAMB STUD W/(8)#10 TEK SCREWS AND (8)#10 TEK SCREW TO HEADER ATTACH TO STRUCTURE ABOVE W/(2)TSN VERTICLIP SL600'S W/(3)#10 TEK SCREWS & (2) PAF'S EACH EXTERIOR DOOR JAMB W/(4)
PAFS EXTERIOR WINDOW JAMB W/(3) PAFS 4" MIN FASTENER SPACING MIN EDGE DISTANCE 3" 3 1/2" MIN EDGE DISTANCE MIN FASTENER SPACING 4 3/8" 4" RE: FOR ADDNL INFO S300 10 (2)600S162-54 #10
TEK SCREW @12" OC TYP PROVIDE 600T150-54 EA SIDE OF JAMB PACK TYPICAL 12" MIN NOTES: 1. 1/8" MAX GAP BTWN T/STUD AND TRACK SEE NOTE 1, TYP #10 TEK SCREW ES SCREWED OPTION WELDED OPTION
1/8 1/2 SEE NOTE 1, TYP 12" MIN #10 TEK SCREW ES SCREWED OPTION WELDED OPTION 1/8 1/2 SEE NOTE 1, TYP NOTES: 1. 1/16" MAX GAP BTWN B/STUD AND TRACK SEE NOTE 1, TYP 1/8 1/2 LOCATION NUMBER
OF FASTENERS REQUIRED TYP FRAMING 0.145"Ø PAF @12" OC JAMBS [2] 0.145"Ø PAFs PER JAMB STUD S300 11 S541 11 NOTES: 1. 1 1/4" EMBED REQUIRED FOR ALL PAFs, EXCEPT WHERE GOVERNED BY 12/S300.
2. CUT AND BEND TRACK UP AT EXTERIOR JAMBS WHERE TRACK TERMINATES AT JAMB PACK (3)#10 TEK SCREWS EA FLANGE (4)#10 TEK SCREWS AT WEB (NOTE 2) d d S541 5 . MC6x12x0'-8" LONG @12" OC AT
STUD WALL NESTED ABOVE ROOF DECK METAL STUD WALL WITH BRICK LEDGE -ALIGN STUDS WITH CHANNELS L7x4x1/2xCONT S540 11 REFERENCE FOR TYPICAL CONNECTION TO WALL (4) TYPICAL ROOF JOISTS AT
WALL LOCATION W/800T125-68 TOP AND BOTTOM CONN W/#10 SCREWS AT 16" OC 1/8 1 1/2 1/8 1 1/2 S540 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 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 395 East Lionshead Circle VAIL, COLORADO 81657 4/8/2011 11:33:21 AM C:\Users\EricS\Desktop\ESobel documents\ERS Revit Models (local)\21615.S.05
AUX BUILDING-ers.rvt S541 TYP LT-GA FRAMING DETAILS LIONSHEAD TRANSIT WELCOME CENTER ERIC SOBEL ERIC SOBEL MIKE McAFFREY 21615.S.05 MIKE McAFFREY 9 NO SCALE 6 NO SCALE TYP CF WALL BRIDGING
TYP CF CONSTRUCTION JOINT FRAMING 8 NO SCALE TYP CF SILL 7 NO SCALE TYP CF HEADER 1 NO SCALE TYP CF OPENING FRAMING 5 NO SCALE TYP CF BOTTOM TRACK TO CONCRETE AT JAMBS 2 NO SCALE TYP
CF EXT STUD JAMB 10 NO SCALE TYP CF STUD TO TOP TRACK 11 NO SCALE TYP CF STUD TO BOTTOM TRACK 12 NO SCALE TYP CF BOTTOM TRACK TO CONC 4 1 1/2" = 1'-0" STUD WALL AT CHIMNEY 2 CONSTRUCTION
02.04.2
011AA BB 3RD FLOOR FFE 8.75x18 GLM TOP CHORD GLM COLUMN @T1 PRECAST WALL @T2 6.75x7.5 GLM BOTTOM CHORD 6.75x7.5 GLM KINGPOST TIMBER COLUMN 5" 4" 28'-8" 10'-3" 5'-7 1/2" LVL 3 FFE SEE
ARCH S610 1 S610 1 OH @T2 OH @T1 S610 4 3 S610 S620 5 OH 17'-3" EQ EQ VARIES GRID 2.8 = 4'-7 1/2" GRID 2.6 = 6'-2 3/4" GRID 2.5 = 7'-1 3/8" GRID 2.4 = 7'-11 1/4" GRID 2.3 = 8'-10 1/4"
GRID 2.2 = 9'-8 3/4" S610 2 9 OH @GRID 2.8 S611 12 BB PRECAST DT FLANGE SEE PLAN EMBED PL BY PRECASTER (DFS) PL 1/2x4x0'-10 1/4 TYP TOPPING SLAB TOPC 5" Pd = 6k Ps = 25k PRECAST COL
(2) 3/4"Ø THRU-BOLTS 3/16 BEVEL 3/16 GLM PL 1/2x6x8 HSS4.5x0.250 1/4 4 SIDES PL 1/2x5x0'-5 Pw = 6.5k 4" 2" BB PRECAST DT (DFS) SEE PLAN TOPPING SLAB TOPC Pd = 6k Ps = 25k PRECAST SPANDREL
PANEL (DFS) PRECASTER TO LEAVE 6"x6" HOLE IN DT FLANGE FOR PIPE COL RE: PLAN FOR CONT CHORD REINF 5" FOR DETAILS NOT NOTED, SEE S600 10 Pw = 6.5k AA PRECAST DT (DFS) SEE PLAN EMBED PL
BY PRECASTER (DFS) TOPPING SLAB TOPC Pd = 4k Ps = 16k PRECAST WALL (DFS) 4" S341 4 RE: PLAN FOR CONT CHORD REINF FOR DETAILS NOT NOTED, SEE S600 10 Pw = 6.5k 9 AA BB 3RD FLOOR FFE 8.75x18
GLM TOP CHORD PRECAST WALL 6.75x7.5 GLM BOTTOM CHORD 6.75x7.5 GLM KINGPOST TIMBER COLUMN (NOT ALIGNED WITH TRUSS) 9" 4" 28'-8" 10'-3" 5'-7 1/2" LVL 3 FFE SEE ARCH OH S610 4 3 S610 S620
5 EQ EQ 10'-7 1/4" 17'-3" S610 2 S611 11 9 9 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
05.16.2011 395 East Lionshead Circle VAIL, COLORADO 81657 5/16/2011 5:49:31 PM C:\Users\EricS\Desktop\ESobel documents\ERS Revit Models (local)\21615.S.05 AUX BUILDING-ers.rvt S600 TRUSS
PROFILES LIONSHEAD TRANSIT WELCOME CENTER ERIC SOBEL ERIC SOBEL MIKE McAFFREY 21615.S.05 MIKE McAFFREY 8 1/2" = 1'-0" TRUSS TYPES T1 & T2 10 1 1/2" = 1'-0" TIMBER COL BASE CONNECTION
-COL 11 1 1/2" = 1'-0" TIMBER COL BASE CONNECTION -SP 12 1 1/2" = 1'-0" TIMBER COL BASE CONNECTION -NORTH 9 1/2" = 1'-0" TRUSS TYPE T3 3 4 4 44 4 9 2 CONSTRUCTION 02.04.2011 3 ADDENDUM
#1 02.18.2011 4 ADDENDUM #2 03.02.2011 9 CCD03 05.13.2011
AA BB 8.75x18 GLM TOP CHORD PRECAST WALL 6.75x7.5 GLM BOTTOM CHORD 6.75x7.5 GLM KINGPOST PRECAST WALL 4" 28'-8" 10'-3" LVL 3 FFE SEE ARCH OH S610 4 3 S610 S620 5 S610 2 SIM EQ EQ 17'-3"
5'-7 1/2" 7'-6 1/2" S611 11 9 9 S610 2 AA BB 3RD FLOOR FFE 8.75x18 GLM TOP CHORD GLULAM BEAM, SEE PLAN PRECAST WALL 4" 28'-8" LVL 3 FFE SEE ARCH S620 5 GLULAM BEAM, SEE PLAN (NOT ORTHOGONAL)S611
6 S610 2 17'-3" 3'-5 1/8" EQ EQ S622 11 S611 5 8 9 4 1/2" NOTCH AS REQD FOR T9 AND ROOF DECKING TO PASS UNDER. PROVIDE HIGH-QUALITY LAMINATIONS AT NOTCH. CL TRUSS 9 (NOT ORTHOGONAL)
3 S611 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 05.16.2011 395 East Lionshead Circle VAIL,
COLORADO 81657 5/16/2011 5:49:32 PM C:\Users\EricS\Desktop\ESobel documents\ERS Revit Models (local)\21615.S.05 AUX BUILDING-ers.rvt S601 TRUSS PROFILES LIONSHEAD TRANSIT WELCOME CENTER
ERIC SOBEL ERIC SOBEL MIKE McAFFREY 21615.S.05 MIKE McAFFREY 1 1/2" = 1'-0" TRUSS TYPE T4 2 1/2" = 1'-0" TRUSS TYPES T5 3 42 CONSTRUCTION 02.04.2011 3 ADDENDUM #1 02.18.2011 4 ADDENDUM
#2 03.02.2011 8 CCD02 04.25.2011 9 CCD03 05.13.2011
7/8"Ø A36 ROD PRESTRESS SLIGHTLY TRUSS TOP CHORD 5 1/8"x10 1/2" 1.2 1.3 PRIMARY TRUSS (IN DIFFERENT PLANE) CONNECTION SLEEVE NUT S611 8 S611 9 GL 5.125x13 RIDGE BEAM 18'-0" 12'-10 1/2"
S611 10 17'-3" 9 7/8"Ø A36 ROD PRESTRESS SLIGHTLY TRUSS TOP CHORD 5.125"x10.5" 1.2 1.3 PROVIDE 8" WIDE BLOCKOUT IN PRECAST WALL FOR TRUSS SLEEVE NUT S611 8 SIM S611 9 GL 5.125x13 RIDGE
BEAM S611 10 12'-6 5/8" PRECAST WALL (WHERE OCCURS) S620 8 18'-0" 17'-3" 9 S622 12 9 9 7/8"Ø A36 ROD PRESTRESS SLIGHTLY TRUSS TOP CHORD 5.125"x10.5" GLM BEAM 1.2 1.3 ELEVATOR SHAFT SLEEVE
NUT TIMBER COL @TYPE T10 S611 8 SIM S611 9 GL 5.125x13 RIDGE BEAM 18'-0" 12'-10 1/2" S611 10 7/8"Ø A36 ROD PRESTRESS SLIGHTLY TRUSS TOP CHORD 5.125"x10.5" 1.2 1.3 SLEEVE NUT S611 8 S611
9 TIMBER COLUMN @TYPE T12 GL 5.125x13 RIDGE BEAM S611 10 18'-0" 12'-10 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 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 05.16.2011 395 East Lionshead Circle VAIL, COLORADO 81657 5/16/2011 5:49:33 PM C:\Users\EricS\Desktop\ESobel documents\ERS Revit Models (local)\21615.S.05 AUX
BUILDING-ers.rvt S602 TRUSS PROFILES LIONSHEAD TRANSIT WELCOME CENTER ERIC SOBEL ERIC SOBEL MIKE McAFFREY 21615.S.05 MIKE McAFFREY 1 3/8" = 1'-0" TRUSS TYPE -T6 & T12 2 3/8" = 1'-0"
TRUSS TYPE -T8 & T9 3 3/8" = 1'-0" TRUSS TYPE -T10 & T11 4 3/8" = 1'-0" TRUSS TYPES -T7 & T12 3 2 CONSTRUCTION 02.04.2011 3 ADDENDUM #1 02.18.2011 9 CCD03 05.13.2011
AA BB 3RD FLOOR FFE 8.75x18 GLM TOP CHORD 6.75x7.5 GLM BOTTOM CHORD 6.75x7.5 GLM KINGPOST TIMBER COLUMN 5" 28'-8" 10'-3" 5'-7 1/2" LVL 3 FFE SEE ARCH S610 S610 1 4 3 S610 S620 5 OH 17'-3"
EQ EQ 5'-4 1/2" PRECAST WALL, SEE ELEVATION S611 2 S611 1 S611 4 S611 4 SIM, 16"OC 9 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 05.16.2011 395 East Lionshead Circle VAIL, COLORADO 81657 5/16/2011 5:49:34 PM C:\Users\EricS\Desktop\ESobel documents\ERS Revit Models (local)\21615.S.05
AUX BUILDING-ers.rvt S603 TRUSS PROFILES LIONSHEAD TRANSIT WELCOME CENTER ERIC SOBEL ERIC SOBEL MIKE McAFFREY 21615.S.05 MIKE McAFFREY 3 3 1/2" = 1'-0" TRUSS TYPE T13 4 8 8 2 CONSTRUCTION
02.04.2011 3 ADDENDUM #1 02.18.2011 4 ADDENDUM #2 03.02.2011 8 CCD02 04.25.2011 9 CCD03 05.13.2011
1 1/2" 4" 4" 4" 4" 3" (8)1"Ø THRU-BOLTS CL 4" 4" 1 1/2" PL 5/8 (6)1"Ø THRU-BOLTS, COUNTERSINK 1/2" (4)1"Ø THRU-BOLTS, COUNTERSINK 1"Ø HOLE. CENTER ON GLM. COORD W/ELEC MIN 6" ROUTE BOTTOM
OF BOTTOM CHORD FOR TRACK LIGHTING. COORD W/ARCH & ELEC. 2" MAX WIDTH 2" MAX 2'-8" MIN 5" 5" 1" 2" 2" PL 3/4x3x0'-10, TYP ES 8 8 8 COL 1 3/4" 1 3/4" TYP 3 1/2" 2" 2" 4" PL 3/4x3x0'-8
1/2, TYP ES 4 1/4" 4 1/4" 2" 2" 4" 4" 4" CL KNIFE PL, 1/2" 2" 3 3/8" 3 3/8" 1/2" 3 1/2" 3 1/2" PL 1/2x1 1/2x0'-5, ES GAP 1/2" NOTCH GLULAM
AROUND HSS 4 S610 4" 4" 1/2" 5" . (2)1"Ø THRUBOLLTS COUNTERSIIN 4" 4" 2" PROFILE KNIFE PL 5/8 PL, 1/2" PL 1/2" 3 S610 (3)1"Ø THRU-BOLTS (6)1"Ø THRU-BOLTS, ES OF RIDGE WP 148'-10" 2"
4" 4" 2" 2" 2" 2" 3/8 3/8 SLOT HSS HSS6.0x0.375 (GALV) 1/4 1/4CAP PL 3/4x0'6Ø (GALV) ROOF ANCHOR (DFS) W/5000# MIN LOAD CAPACITY. ATTACH TO CAP PL PER SUPPLIER. SEE PLAN FOR LOCATIONS.
5000# ULTIMATE LOAD (4)3/4" A325 BOLTS WITH RUBBER WASHERS 5/16 TYP 1 1/2" (2)PL 1x12x1'-0 W/1/4" MASTICORD BEARING PAD INBETWEEN HSS6.0x0.375x1'-HSS6.0x0.375x1'-10 1/2 9" 3/8 TYP PL
3/8x4x1'-0 3/8 3/8 SLOT HSS 3/8 3/8 9 5 1/2" 9 AA BB PL 1/2x4x7 1/2. INSTALL FULL-AREA SHIM PL AS REQD CENTER FOR DETAILS NOT NOTED, SEE S610 1 Pw=5.0k Pd=6k Ps=20.5k 8 4" 9 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 05.16.2011 395 East Lionshead Circle VAIL, COLORADO 81657
5/16/2011 5:49:35 PM C:\Users\EricS\Desktop\ESobel documents\ERS Revit Models (local)\21615.S.05 AUX BUILDING-ers.rvt S610 TRUSS DETAILS LIONSHEAD TRANSIT WELCOME CENTER ERIC SOBEL ERIC
SOBEL MIKE McAFFREY 21615.S.05 MIKE McAFFREY 3 1 1/2" = 1'-0" TRUSS -KINGPOST 1 1 1/2" = 1'-0" TRUSS CONN 1 4 1 1/2" = 1'-0" TRUSS -TOP OF KINGPOST 2 1 1/2" = 1'-0" TRUSS CONN 2 34 9
4 9 9 1 PROPOSAL PACKAGE A 01.07.2011 2 CONSTRUCTION 02.04.2011 3 ADDENDUM #1 02.18.2011 4 ADDENDUM #2 03.02.2011 8 CCD02 04.25.2011 9 CCD03 05.13.2011
PRECAST WALL Pd=400# 4" 4" 2" 1/2" GAP (4) 1"Ø THRU BOLTS Pd=200# Ps=400# Pe=3000# EMBED PL BY PRECASTER (DFS) PL 1/2 7" 2" 4" 2" PRECAST WALL EMBED PL BY PRECASTER (DFS) FOR CONN, SEE
S611 4 PRECAST WALL Pd=1000# Ps=3000# (4) 1"Ø THRU BOLTS EMBED PL BY PRECASTER (DFS) PL 1/2 Pd=400# Ps=750# 2" 4" 4" 1" CONNECTION @16" 2" 4" 2" Pw=500# Pe=2000# KNIFE PL 1/2" (CONT)
(2)1"Ø THRU-BOLTS 1 1/2" 2 1/2" 5" 4" 2" 2" PL 1/4x6x1'-3, ES OF RIDGE BEAM PL 1/4 2" 3/16 3/16 PL 1/4 3/16 TYP ES 3/8"Øx0'-6 LAG SCREWS @8"OC (STAGGER) BEVEL TOP OF RIDGE BEAM (6)3/4"Ø
LAG BOLTS, ES 2" 4" 4" 4" PL 1/2x16x1'-0 PL 1/2x16x1'-2 (3)1"Ø THRU BOLTS (4"-GA) 4" PL 1/2x8x1'-2 NO COLUMN @SIM 5/8" PL #3 CLEVIS W/1 1/2"Ø PIN 1'-4" 2" 2" 4" 4" 4" 2" PL 3/4x17x1'-0
GLULAM TOP CHORD, SEE ELEVATION (4)1"Ø THRU-BOLTS (4)3/4"Øx0'-6 LAG SCREWS (GA=8") 1/4 BEVEL 1/4 GLM 1/4 BEVEL 1/4 GLM 1/4 BEVEL 1/4 GLM PL 1/2x2x1'-6 ES PL 1/2x16x1'-6 PL 1/2x8x1'-6
1/4 BEVEL 1/4 GLM (8)3/4"Øx0'-4 LAG BOLTS, ES PL 1x16x1'-0 4 8" 2" 4" 2" T/GLM 140'-5" PL 1/2x6x1'-0 0 2" PL 1/2x10x0'-10, PROVIDE 15/16"Ø HOLES 1.5" FROM EA CORNER HSS6.625x0.280 5/16
TYP EE 1/4 4 SIDES (4)1/2x3x0'-3 BEARING PADS 1/2" KNIFE PL 1 1/2" 4" 1/2" 4" 1 1/2" (3)1"Ø THRU-BOLTS, ES OF RIDGE. INSTALL TOP AND BOTTOM BOLTS IN CENTER OF VERT SLOTTED HOLES 1 1/2"
8" 1 1/2" SNOW GUARD RAILS SEE ARCH FOR LOCATIONS 2x12 @24" CONTINUOUS RIDGE 11 S620 4 1/2" HORIZ 9 S620 HSS4.000x0.188 PL 1/2x8x1'-0 W/(4) 1/2"Øx0'-4 LAG SCREWS, TYP T&B. ORIENT W/BEAM/TRUSS
(NOTE: DIRECTIONS VARY) TYP 2" 1/4 TYP CL PL 3/4x3x0'-10, TYP ES COL PL 3/4x7 1/2x0'-9 1/2, NOTE: COLUMN DOES NOT ALIGN TO TRUSS PL 1/2x8 1/2x0'-9 1/2, PL 3/4x9 FOR INFORMATION NOT NOTED,
SEE (2)1"Ø THRU-BOLTS, COUNTERSINK 2" 2" 2" 4" 2" S610 1 AA FOR DETAILS NOT NOTED, SEE Pw=5.0k Pd=6k Ps=20.5k S610 2 TOPC SEE ELEV STIFF PL 1/2x2, TYP ES 3/16 3/16 MIN 2 1/2" 1 1/2"
2" 4x WOOD BLOCKING, CUT TO SLOPES OF DECKING L6x4x5/16xCONT TRUSS T5 TOP CHORD #14x0'-3 WOOD SCREWS @12" #14x0'-3 WOOD SCREWS @4" BOS VARIES T/GLM VARIES MAX 1 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 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 05.16.2011 395 East Lionshead Circle VAIL, COLORADO 81657 5/16/2011
5:49:36 PM C:\Users\EricS\Desktop\ESobel documents\ERS Revit Models (local)\21615.S.05 AUX BUILDING-ers.rvt S611 TRUSS DETAILS LIONSHEAD TRANSIT WELCOME CENTER ERIC SOBEL ERIC SOBEL
MIKE McAFFREY 21615.S.05 MIKE McAFFREY 2 1 1/2" = 1'-0" GRID 2.7 -BOT TRUSS CHORD 4 1 1/2" = 1'-0" GRID 2.7 -OUTRIGGER 1 1 1/2" = 1'-0" GRID 2.7 -TOP TRUSS CHORD 9 1 1/2" = 1'-0" EXTERIOR
TRUSS -TOP CONN 8 1 1/2" = 1'-0" EXTERIOR TRUSS -END CONN 6 1 1/2" = 1'-0" INTERIOR TRUSS -TOP CONN (NO KP) 3 10 1" = 1'-0" EAST-WEST CANOPY EAVES 4 4 4 5 3/4" = 1'-0" T5 POST 8 8 9
11 1 1/2" = 1'-0" TRUSS CONN 1 @T3 9912 1 1/2" = 1'-0" TRUSS CONN 2 @GRID 2.8 9 3 1 1/2" = 1'-0" DECKING SUPPORT @NORTH END OF TRUSS T5 1 PROPOSAL PACKAGE A 01.07.2011 2 CONSTRUCTION
02.04.2011 3 ADDENDUM #1 02.18.2011 4 ADDENDUM #2 03.02.2011 8 CCD02 04.25.2011 9 CCD03 05.13.2011
40d SLANT NAILS THRU EA TONGUE AT SUPPORT, TYP FRAMING 60d NAILS THRU EA PIECE AT SUPPORT, TYP NOT SHOWN FOR CLARITY: 8" SPIKES @24"oc (STAGGER) & WITHIN 8" OF EA END NOTES: 1. DECKING
SHALL BE INSTALLED IN CONTROLLED RANDOM LAYUP CONFIGURATION PER AITC GUIDELINES. FOR ATTACHMENT OF DECKING TO PERP SUPPORTS, SEE FIELD NAILS, 10d @6" 2" DECK NAILING TO PARALLEL SUPPORTS,
16d RING SHANK NAIL @6" OC MAX SPACE SHEATHING SO THAT PANEL EDGES FALL ON CENTER OF DECK PIECE & NOT ON A JOINT 4" TONGUE & GROOVE DECKING BOUNDARY NAILS, 10d @2 1/2" PANEL EDGE NAILS,
10d @4" S620 1 SNOW GUARD RAILS SEE ARCH FOR LOCATIONS. 2x12 @24" CONTINUOUS RIDGE 11 S620 6" HORIZ 9 S620 (2)1/4"Øx0'-6 LAG SCREWS PER PIECE OF DECKING TOW SEE ELEV 4" LOCKDECK PC WALL
(DFS) 3/8" BENT PL, TYP ES 3/8"Øx0'-2 1/2 LAG SCREWS @6" 4" 2" 2" 1/2"Øx0'-4 SCREW ANCHORS @12"OC IN VERT LONG SLOTTED HOLES. INSTALL NEAR TOP OF SLOT. 2'-0" BOUNDARY NAILING PER S620
2 6" 1 1/2" 8 4" LOCKDECK SST LS90 @24"OC SOLID BLOCKING 10 S620 NO RIDGE VENT @SIM (2)2x16x8'-0 LVL'S CENTERED ABOUT SNOWGUARD. RIP CUT TO 15 3/8". SEE ARCH (2)16d NAILS @2", ES 4x6x5'-0
CENTERED ABOUT SNOWGUARD, SEE ARCH 12 S620 1 1/2"1 1/2" SST GA1 CONNECTOR. (3) EACH END OF LVL AND SPACED AT 12"oc INBETWEEN. TYP ES. BENT PL 3/8. MAX SPACING = 24" (3) HSS2.375x0.154xCONT
(8) 1/2"Øx0'-5 LAG SCREWS AS SHOWN 1'-9 1/2" 7" 7" 4" 3" 2" TYP 1'-9 1/2" 2 5/8" R 3" 1 3/4" 4 4" 4" LOCKDECK 2x16xCONT, RIP TO FIT (2x12 @SIM) (2)16d NAILS INTO EA 2x (2)16d NAILS INTO
EA PIECE OF DECKING SOLID BLOCKING @24"OC ALIGN 2'-0" S620 10 11 S620 SPLICE AT "DOUBLE" 2x'S SST CMST12 AT SPLICES 2x12xCONT RIMBOARD 5 S620 (2) 16d NAILS AT EA 2x 2x12 SOLID BLOCKING
1 1/2" 1 1/2" WC1 WC2 1 1/2" WC5 3 1/2" (4) 12x12 (2) 6x10 (2) 6x12 WC4 BB WC3 AA 8x10 8 3/4x6 GLM WC6 10x10 1/2" CHAMFER 4x8 (NON-STRUCTURAL) 9 9 4" 2x4 @19.2"OC 10d NAILS @4"oc 5/8"
SHEATHING 5/8" SHEATHING SOLID 4x BLOCKING BTWN 2x12'S @48"oc 2x12'S @48"oc ROOF SHEATHING. FOR ATTACHMENT, SEE S620 2 4x T&G DECKING FOR ATTACHMENT, SEE S620 1 TIMBER TRUSS, SEE ELEVATION
SST GA1 CONNECTOR, ES OF EA SLEEPER. NAIL INTO BLOCKING BELOW (2)16d TOE-NAILS, ES OF BLOCKING, TYP 16d TOE-NAILS @6"OC, TYP AT 2x12'S AND AT BLOCKING 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 05.16.2011 395 East Lionshead Circle VAIL, COLORADO 81657 5/16/2011 5:49:38
PM C:\Users\EricS\Desktop\ESobel documents\ERS Revit Models (local)\21615.S.05 AUX BUILDING-ers.rvt S620 TYP TIMBER DETAILS LIONSHEAD TRANSIT WELCOME CENTER ERIC SOBEL ERIC SOBEL MIKE
McAFFREY 21615.S.05 MIKE McAFFREY 1 NO SCALE TYP ATTACHMENT OF 4" T&G DECKING 8 1 1/2" = 1'-0" T&G DECKING TO NON-LB PC WALL 5 1" = 1'-0" TYP EAVE 2 NO SCALE TYP ROOF SHEATHING 3 1 1/2"
= 1'-0" RIDGE CONNECTION 11 3" = 1'-0" TYP SNOWGUARD ATTACHMENT 12 1 1/2" = 1'-0" SNOW GUARD 7 3/4" = 1'-0" EXTENDED EAVE 9 3/4" = 1'-0" CONTINOUS RIM BOARD 10 1 1/2" = 1'-0" TYP ROOF
ASSEMBLY 4 NO SCALE WOOD COLUMN TYPES 3 4 4 4 4 8 9 1 PROPOSAL PACKAGE A 01.07.2011 2 CONSTRUCTION 02.04.2011 3 ADDENDUM #1 02.18.2011 4 ADDENDUM #2 03.02.2011 8 CCD02 04.25.2011 9 CCD03
05.13.2011
4" LOCKDECK L4x4x1/4xCONT 2" Pd=70plf Ps=500plf 3/8"Øx0'-2 1/2 LAG SCREW AT EA PIECE OF DECKING EMBED PLATE BY PRECASTER (DFS) @24"OC 5" ±1" ROOF SHEATHING SST LS 90 @12"OC, TYP ENTIRE
LENGTH OF 2x12, ES OF 2x12 BEYOND WALL 1/2"Øx0'-6 SCREW ANCHORS @16"OC (8"OC @SIM) CONT PT 2x12. SEE PLAN FOR EXTENTS. 1/4 4 1/4 4 BUILDING FELT Pw=160plf 8 VERT SLIP CONN BY WINDOW
SUPPLIER (DFS) 600S162-54xCONT (2)600T150-54xCONT #10 SCREWS @8"OC S541 10 DOWNSPOUT, SEE ARCH. MAX Ø=6". CENTER ON T&G DECKING. DO NOT INSTALL IN ADJACENT PIECES OF T&G DECKING. L3x3x1/4x1'-0
ES OF DOWNSPOUT. NOTE: ANGLES ARE ABOVE T&G DECKING. 1/2"Øx0'-2 1/2 LAG SCREWS CENTERED ON EA PIECE OF DECKING 8 2.2 TSN VERTICLIP SLD362 @EA STUD W/(2)#8 SCREWS INTO CLIP AND (3)#12
WOOD SCREWS INTO T&G DECKING. DO NOT ATTACH TO TIMBER TRUSS FOR DETAILS NOT NOTED, SEE S600 10 PRECAST DT (DFS) SEE PLAN EMBED PL BY PRECASTER (DFS) TOPPING SLAB TOPC Pd = 4.1k Ps =
14.8k PRECAST IT (DFS) Pw = 1.2k FOR DETAILS NOT NOTED, SEE S600 10 PRECAST DT (DFS) SEE PLAN EMBED PL BY PRECASTER (DFS) TOPPING SLAB TOPC Pd = 5.4k Ps = 17.9k PRECAST IT (DFS) Pw =
2.2k 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 04.25.2011 395 East Lionshead Circle VAIL,
COLORADO 81657 4/22/2011 4:40:02 PM C:\Users\EricS\Desktop\ESobel documents\ERS Revit Models (local)\21615.S.05 AUX BUILDING-ers.rvt S621 TYP TIMBER DETAILS LIONSHEAD TRANSIT WELCOME
CENTER ERIC SOBEL ERIC SOBEL MIKE McAFFREY 21615.S.05 MIKE McAFFREY 5 1 1/2" = 1'-0" WOOD DIAPHRAGM CONN AT ELEV 3 1 1/2" = 1'-0" NORTH WALL CLERESTORY 1 NO SCALE TYP FRAMING @DOWNSPOUT
3 2 1 1/2" = 1'-0" LT-GA FRAMING ON GRID 2.2 4 44 7 1 1/2" = 1'-0" TIMBER COL BASE CONNECTION -IT 7 8 1 1/2" = 1'-0" TIMBER COL BASE CONNECTION -LB 7 8 2 CONSTRUCTION 02.04.2011 3 ADDENDUM
#1 02.18.2011 4 ADDENDUM #2 03.02.2011 7 B.D. RESPONSES 04.11.2011 8 CCD02 04.25.2011
6.75" WIDE GLM BEAM. BEVEL BOTTOM TO ALIGN WITH ROOF STONE VENEER, SEE ARCH 1'-3 1/2" 1'-3" T&G DECKING 2 7/8" 1/2"Øx0'-8 LAG SCREWS @12" IN PARTIALLY COUNTERSUNK HOLES 2.1 GLM BM, SEE
PLAN (NOT ORTHOGONAL) GLM BM, SEE PLAN (NOT ORTHOGONAL) S622 5 T/GLM TO MATCH TOC S622 8 11 S622 T5 T4 TOW SEE ELEV 9 S622 SOLID BLOCKING TO DECKING ABOVE (NOT SHOWN FOR CLARITY) 9 4"
(2) 2x12 PL 5/16 ES (2) 1"Ø THRU-BOLTS. TOP BOLT IN VERT SLOTTED HOLE 3/4"Øx0'-6 LAG SCREW EA SIDE IN VERT SHORT SLOTTED HOLE GLULAM TRUSS CHORD ROUND EDGE AT ANGLE FILLET L8x6x1/2x0'-10
4" 2" 1/4 4 TYP 2" 4" 2" (2) ROWS OF 16D NAILS @2"oc 6" PL 3/4x5x0'-5 PRE-DRILL HOLE 1"Ø HANGER ROD 9" (1) 3/4"Ø THRU BOLT W/1/4x2x0'-2 WASHERS & 2x4 SPACERS. LOCATE 4" EA SIDE OF HANGER
PL 1/2x5x0'-5 SHOP WELD NUT TO PL NOTE: BEAMS ARE NOT ORTHOGANAL DAMAGE THREADS 4" 4" 4" 1/4" GAP PRECAST WALL PL 3/8x8x1'-2, ES OF GLULAM GLULAM BEAM L4x4x3/8x0'-11 1/4 1/4 FILL GAP
W/10"x18" BEARING PAD EMBED PLATE BY PRECASTER (DFS) 1/4 1/4 2 1/2" PD = 600# PS = 4200# T/GLULAM 6" Pw = 4k Pe = 20k (6) 1"Ø THRU-BOLTS IN VERT LONG SLOTTED HOLES 4" W 6" 2.1 Vu=25k
4" 4" 4" 4" 4" 4" Pd=800# Ps=1400# PRECAST WALL PL 1/2x8x0'-10 HSS6x6x1/4x0'-8 PL 3/8x10x1'-6, ES BEVEL GLULAM PL 1/4x6x1'-6 2 S610 (8)1"Ø THRU-BOLTS BEARING PL 1/2x5x0'-3 (16)#14x0'-3
WOOD SCREWS IN PREDRIILLE HOLES @2"OC EA WAY (2)3/4"Ø THRU BOLTS IN VERT SLOTTED HOLES KNIFE PL 1/2x5x0'-9 TOP PL 1/2x6-3/4x1'-4 END PL 1/2x6x1'-0 3" 4" 1" 3/16 3/16 3/16 3/16 BEVEL
GLM 3" (2)1"Ø THRU-BOLTS, 4" SPACING, CENTERED ABOUT GLM CENTERLINE KNIFE PL 1/2" 2" END PL 1/2"x8 3/16 3/16 3" 3" (14)#14x0'-3 WOOD SCREWS PL 1/2x6-3/4x1'-4 3/16 PRECAST WALL 4" 4"
1/2" GAP (4)1"Ø THRU BOLTS (2) PL 1/2 3" 4" 3" TOPC VARIES T/GLM 140'-5" 2" HORIZONTAL SECTION VERTICAL SECTION (2) 1 1/4"Ø THRU-BOLTS 1 1/2" 1 1/2" COUNTERSINK BOLTS @BLIND INSTALL
PL 3/16x8x0'-8 W/(9)10d NAILS . SHOP WELD NUTS TO PL PL 1/4 3/16 PL 1x3 1/2x1'-4 TRUSS T5 TOP CHORD (3)3/4"Øx0'-6 LAG SCREWS ES. TOP LAG IN VERT SLOTTED HOLE T/GLM 139'-5 1/2" TRUSS
T9 TOP CHORD 3" 4" L5x3x1/4x1'-6, ES OF TRUSS T9 4" 6" 2" 2" (2)1"Ø THRUBOOLT 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 05.16.2011 395 East Lionshead Circle VAIL, COLORADO 81657 5/16/2011 5:49:38 PM C:\Users\EricS\Desktop\ESobel documents\ERS Revit Models (local)\21615.S.05 AUX
BUILDING-ers.rvt S622 TIMBER DETAILS LIONSHEAD TRANSIT WELCOME CENTER ERIC SOBEL ERIC SOBEL MIKE McAFFREY 21615.S.05 MIKE McAFFREY 1" = 1'-0" 3 CHIMNEY 10 3/4" = 1'-0" VESTIBULE FRAMING
4 3/4" = 1'-0" WOOD BEAM-1 5 1 1/2" = 1'-0" GLULAM BEAM HANGER 6 1 1/2" = 1'-0" GLULAM BEAM TO PC WALL 3 3 3 11 1 1/2" = 1'-0" T5 NORTH CONN 8 1" = 1'-0" VESTIBULE FRAMING DRAG CONN
4 449 1 1/2" = 1'-0" VESTIBULE FRAMING -CONN 4 4 4 4 8 2 1 1/2" = 1'-0" GRID 1.3 CONN TO PRECAST 12 1 1/2" = 1'-0" T9 CONN TO BEAM 9 9 9 2 CONSTRUCTION 02.04.2011 3 ADDENDUM #1 02.18.2011
4 ADDENDUM #2 03.02.2011 8 CCD02 04.25.2011 9 CCD03 05.13.2011
S623 6 S623 4 S623 6 OH 3 S623 5 S623 8x8 TIMBER 1/2"Ø ROD COLUMN BRACE. INSTALL WITH 1k OF PRESTRESS. 3/16 3/16 BEVEL POST 4" 6" 3/8x5"x1'-0" PL ES 5/8x7 1/2"x1'-8" CAP PL 1"Ø THRU
BOLT 1"Ø THRU BOLT 2" 3 7/8" L5x5x3/8x0'-4 W/1"Ø THRU-BOLT. PROVIDE SOLID BLOCKING @THRU-BOLT (NOT SHOWN FOR CLARITY). BRACE CONN BEYOND TIMBER POST SOLID BLOCKING NOT SHOWN FOR CLARITY
1 1/2" 9 (2)1"Ø THRU BOLTS 9" ROD, SEE 1'-0" ELEVATION 5/8x4"x0'-8" PL 4" 3 S623 CL POST 4" 1'-3" SOLID 2x10 BLOCKING (2)3/4"Ø THRUBOOLT W/1/4x2x0'-2 WASHERS & TIMBER SPACERS 9 2" 4"
6" PL 3/8x5"x1'-0" ES 1"Ø THRU BOLT 1/4 1/4 BEVEL PL 1/2x5"x0'-7 1/2" POST M = 3.0k-ft P = 7.0k TIMBER POST 1/4 1/4 Pw = 3.4k 2" 2" 10" 8" 1/2"Ø ROD PL 3/8" # 2 1/2 CLEVIS W/1"Ø PIN
TAP FOR 1/2"Ø ROD 6" CL POST 5 S623 EMBED PLATES BY PRECASTER (DFS) CL TYP 1/2" GAP PRIMARY BUILDING L4x4x3/8, ES OF STONE COLUMN WRAP, TYP (ABOVE DECKING) 1/2"Øx0'-2 1/2 LAG SCREWS
@EA PIECE OF DECKING TYP 1" TYP 1" TYP 1" 1'-2" 3 S624 6 S624 8 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 05.16.2011 395 East Lionshead Circle VAIL, COLORADO 81657 5/16/2011 5:49:38 PM C:\Users\EricS\Desktop\ESobel documents\ERS Revit Models (local)\21615.S.05 AUX BUILDING-ers.rvt
S623 S623 TIMBER DETAILS -ELEVATOR FEATURE LIONSHEAD TRANSIT WELCOME CENTER ERIC SOBEL ERIC SOBEL MIKE McAFFREY 21615.S.05 MIKE McAFFREY 2 1/2" = 1'-0" ROOF FEATURE BRACED FRAME 3 1
1/2" = 1'-0" ROOF FEATURE TOP CONN 1 4 1 1/2" = 1'-0" ROOF FEATURE TOP CONN 2 5 1 1/2" = 1'-0" ROOF FEATURE BOT CONN 1 6 1 1/2" = 1'-0" ROOF FEATURE BOT CONN 2 4 4 7 3/4" = 1'-0" ENTRANCE
CANOPY -PLAN 4 7 2 CONSTRUCTION 02.04.2011 4 ADDENDUM #2 03.02.2011 7 B.D. RESPONSES 04.11.2011 8 CCD02 04.25.2011 9 CCD03 05.13.2011
BB (2) 6x12 TIMBERS45° 3/4"Ø A36 ROD, SEE ARCH FOR FINISH LVL 2 SEE PLAN 8'-5 3/4" PRECAST COL (DFS) 4" T&G DECKING S624 S624 3 6 S624 9 7 S623 BB Pd=1500# Ps=4400# PRECAST COL (DFS)
Pd=890# Ps=2750# 2" 4" 4" 1'-8" @SIM 1'-4" HSS8x4x1/4 4" 2'-2" @SIM 1'-10" 1/4 PL 1/2x8x0'-9 ES 1/4 1/4 a ERECTION BOLT a (4) 1"Ø THRU BOLTS 8" 8" 1'-10" PL 3/4x4x0'-10 4" INSTALL LEVEL.
PRIOR TO INSTALLING T&G DECKING, TIGHTEN ROD UNTIL END OF TIMBER IS CAMBERED 1/4". 5" 3" 4" 3" 1'-2" 45° . 11" 4" 4" 2" 2" 4" 4" (2)1/2"Ø THRU-BOLTS 2" 4x4 SOLID BLOCKING BETWEEN TIMBERS
1/2" PL BB 3/4"Ø A36 ROD, SEE ARCH FOR FINISHPd=2000# Ps=6200# PRECAST COL (DFS) #2 1/2 CLEVIS WITH 1"Ø PIN 2" 2" 2" 3/16 5 3/16 5 45° 1'-2" 1'-4" 1/2" PL 9 BB (2) 6x12 TIMBERS45° 3/4"Ø
A36 ROD, SEE ARCH FOR FINISH LVL 2 SEE PLAN 8'-5 3/4" PRECAST COL (DFS) 4" T&G DECKING S624 S624 3 6 S624 12 SIM 7 S623 BB 3/4"Ø A36 ROD, SEE ARCH FOR FINISH Pd=2000# Ps=6200# PRECAST
L BEAM (DFS) #2 1/2 CLEVIS WITH 1"Ø PIN 2" 2" 2" 3/16 5 3/16 5 1'-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 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 05.16.2011 395 East Lionshead Circle VAIL, COLORADO 81657 5/16/2011 5:49:38 PM C:\Users\EricS\Desktop\ESobel documents\ERS Revit Models (local)\21615.S.05 AUX
BUILDING-ers.rvt S624 TIMBER DETAILS -ENTRANCE CANOPY LIONSHEAD TRANSIT WELCOME CENTER ERIC SOBEL ERIC SOBEL MIKE McAFFREY 21615.S.05 MIKE McAFFREY 5 1" = 1'-0" ENTRANCE CANOPY 6 1 1/2"
= 1'-0" 3 1 1/2" = 1'-0" ENTRANCE CANOPY HSS CONN TO PC ENTRANCE CANOPY HANGER TO SUPPORT BEAMS 9 1 1/2" = 1'-0" ENTRANCE CANOPY TOP HANGER CONN 11 1" = 1'-0" ENTRANCE CANOPY AT MIDSPAN
12 1 1/2" = 1'-0" ENTRANCE CANOPY TOP HANGER CONN @MIDSPAN 3 4 3 44 4 4 4 7 9 2 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
BB (2) 4x14 TIMBERS LVL 2 SEE PLAN 2'-5" PRECAST COL 4" T&G DECKING (DFS) 4" RE: ARCH RE: ARCH 8x12 TIMBER 4" T&G DECKING S625 12 S625 10 S625 6 S625 3 S625 7 8 S625 11 S625 7 BB PRECAST
COL (DFS) 2" 4" 1/2" 2" 4" 2" 1/4 PL 1/2x6 1/2x0'-8" COUNTERSINK AT INSIDE FACE . (2) 1"Ø THRU BOLTSPd=650# Ps=1450# HSS6.0x0.25. GALV AND COAT W/ASPHALTIC MASTIC BELOW GRADE BASE PL
1/2x12x1'-0 (2)#4 TIES AROUND ANCHOR BOLTS 3" 2" (4) 3/4"Ø x 1'-0 ANCHOR BOLTS 1 1/2" NS GROUT PL 3/4x10x0'-10 2" 4" 6" (2) 3/4"Ø THRU-BOLTS PL 1/2x7 1/4x1'-0 1/4 TYP EE 3/16 3/16 1/2"
2" TOF SEE PLAN PL 1/2x/4x1'-0 W/OVERSIDED HOLES TOW SEE ARCH 9" EMBED WASHER PL 3/8x2x0'-2 TIMBER GIRT, SEE SECTION L4x4x3/8xCONT 5/8"Øx0'-5 LAG SCREWS @6" T&G DECKING W/SHEATHING (2)3/8"Øx0'-2
1/2 LAG SCREW AT EA PIECE OF DECKING 2" 2 1/8" 8 2" 4" 2" 1/2" GAP 4" 2" DRIFT PIN SLOT FOR PLATE FROM PERP CONN 4" PL 1/2x8 (2) 1"Ø THRU BOLTS 1/2" 11 S625 PL 1/2x2 1/4" GAP SEAL PER
ARCH 2" 4" 2" 2" 4" 1/2" GAP DRIFT PIN 4" PL 1/2x8 (2) 1"Ø THRU BOLTS BB PRECAST COL (DFS) 2" 4" 1/2" 2" 4" 2" 1/4 PRECAST L BEAM (DFS) PL 1/2x6 1/2x0'-8 2 1/2" COUNTERSINK AT INSIDE
FACE . Pd=600# Ps=1750# 3x BLOCKING PL 3/8x4x0'-8. OVERSIZE HOLES 2" 5 1/2" 4" 4" 5 1/2" 2" (4) 1"Ø THRU BOLTS RECESSED AT INSIDE FACE 2 1/2" PL 1/2x4x1'-11" . 3x BLOCKING PL 3/8x6x1'-11.
OVERSIZE HOLES 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 04.25.2011 395 East
Lionshead Circle VAIL, COLORADO 81657 4/22/2011 4:40:05 PM C:\Users\EricS\Desktop\ESobel documents\ERS Revit Models (local)\21615.S.05 AUX BUILDING-ers.rvt S625 TIMBER DETAILS -ENTRANCE
VESTIBULE LIONSHEAD TRANSIT WELCOME CENTER ERIC SOBEL ERIC SOBEL MIKE McAFFREY 21615.S.05 MIKE McAFFREY 5 1" = 1'-0" ENTRY VESTIBULE FRAMING 12 1 1/2" = 1'-0" ENTRY VESTIBULE GIRT TO
PC CONN 7 1 1/2" = 1'-0" ENTRY VESTIBULE TIMBER COLUMN BASE 8 1 1/2" = 1'-0" ENTRY VESTIBULE ENTRY CANOPY DECK TO GIRT CONN 10 1 1/2" = 1'-0" ENTRY VESTIBULE GIRT TO TIMBER COL CONN
11 1 1/2" = 1'-0" ENTRY VESTIBULE GIRT TO TIMBER COL CONN 2 6 1 1/2" = 1'-0" ENTRY VESTIBULE TOP BEAM TO PC CONN 3 1 1/2" = 1'-0" ENTRY VESTIBULE TOP OF COLUMN CONN 4 4 47 7 2 CONSTRUCTION
02.04.2011 4 ADDENDUM #2 03.02.2011 7 B.D. RESPONSES 04.11.2011 8 CCD02 04.25.2011
EQ 3 1/2" EQ EQ3 1/2" EQ PL 3/8x4 EA SIDE, MITRE AND WELD CORNERS 1/2"Øx0'-4 LAG SCREWS AS SHOWN EQ EQ 6" PROVIDE SCARF JOINT AT NON-ADJACENT COLUMNS. CENTER ON DOUBLE PLATES ELEVATION
PLAN TOS SEE ELEV (2)6x12 DIAGONAL STRUTS WP 124'-3" CL TREE WP 129'-4" TOC 102'-0" TOF SEE PLAN T/COL 132'-3" 12 S626 S626 11 S626 9 S626 5 6 S626 S626 7 S626 10 123'-9" TOS S626 10
111'-6" TOS 10 S626 CIP PEDESTAL PER . S306 12 3 S626 PL 1/2x1 1/2x0'-8 1/2, ES 3/8 GRIND SMOOTH PL 1/8x1 1/2x0'-6. TAC WELD ONE END IN PLACE AND ALLOW OTHER TO MOVE WITH THERMAL CHANGES.
S301 7 1/2x6x0'-6 MASTICORD PAD CENTERED BENEATH EACH TIMBER COLUMN TOC SEE ELEV TOF SEE PLAN FOR DETAILS NOT NOTED, SEE S626 6 7 10 S6263 S626 5" 5" 5" 5" 5" PL 1/2x6x2'-4, TYP OF (4)
4" PL 1 1/2x3x1'-7 1/2 3/8 GRID SMOOTH (10)3/4"Øx0'-6 LAG SCREWS, TYP OF (4) 1 1/2" NS GROUT GAP 1/2" TOC SEE ELEV TOF SEE PLAN PL 1 1/2x3x2'-1 1/2 5/16 5/16 FOR DETAILS NOT NOTED, SEE
S626 5 FABRICATE PLATE WITH CUP SIDE UP TYP BASE PL 1x41x3'-5 6 1/2" TYP 6 1/2" TYP 10" TYP 10" ((12)3/4"Ø ANCHOR BOLTS WITH 1/4x2x0'-2 WASHER PL (EMBED 9") TYP 4" TYP 4" 6 S626 5 S626
PL 1-1/2x4x2'-0 PL 1-1/2x4x4'-4 10 S626 CL TREE (4)1"Ø THRUBOOLT PL 1 1/2x8 (2)1"Ø THRU-BOLTS 2" 4" 1 1/2" EQ EQ WP SEE ELEV 12 S626 2x12 SOLID BLOCKING CL GLM TRUSS 4" 4" (4)1"Ø THRU-BOLTS
IN VERT SLOTTED HOLES. PL 1/2x8x0'-10, ES (4)1"Ø THRU-BOLTS. 4" 4" 1 1/2" PL BETWEEN TIMBERS PL 1/2x14x1'-1 1/4 1/4 BVL GLM 4" 2" 2" 10 S626 CL TREE (5)1"Ø THRUBOOLT PL 1 1/2 WP SEE
ELEV EQ EQ 4" 4" 3" 4" 4" 5" EQ EQ 1'-3" 1'-8" 7 (2)6x10 DIAGONAL STRUTS 10 S626 CL TREE WP 127'-3" (5)1"Ø THRU-BOLTS 4" 4" 4" 1 1/2" 2" KNIFE PL 3/4x9-1/2 1 1/2" (3)1"Ø THRU-BOLTS 4"
KNIFE PL 3/4x9 1/2x0'-10 (4)1"Ø THRU-BOLTS PL 1/2x11x1'-6 (4)3/8"Øx0'-3 LAG SCREWS 4" 4" 3" 90° 4" 4" 4" 1" 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 395 East Lionshead Circle VAIL, COLORADO 81657 4/8/2011 11:33:32 AM C:\Users\EricS\Desktop\ESobel documents\ERS Revit
Models (local)\21615.S.05 AUX BUILDING-ers.rvt S626 TIMBER DETAILS -TREE LIONSHEAD TRANSIT WELCOME CENTER ERIC SOBEL ERIC SOBEL MIKE McAFFREY 21615.S.05 MIKE McAFFREY 10 1" = 1'-0" SPACED
COLUMN 2 1/2" = 1'-0" TIMBER TREE -ELEVATION 5 3/4" = 1'-0" TIMBER TREE -BASE (SOUTH) 6 3/4" = 1'-0" TIMBER TREE -BASE (WEST) 3 1 1/2" = 1'-0" TIMBER TREE -BASE PLATE 11 1" = 1'-0" TIMBER
TREE -BRANCHES 7 1 1/2" = 1'-0" TIMBER TREE -TRUSS CONN 12 3/4" = 1'-0" TIMBER TREE -SOUTH BRANCH 9 1" = 1'-0" TIMBER TREE -BRANCHES @TRUNK 3 3 3 3 3 3 2 CONSTRUCTION 02.04.2011 3 ADDENDUM
#1 02.18.2011 4 ADDENDUM #2 03.02.2011 7 B.D. RESPONSES 04.11.2011 4 44 4 4 4 4 4 4
GRILLE, REGISTER, DIFFUSER & LOUVER HOT WATER GENERATOR SCHEDULE PUMP SCHEDULE PLUMBING FIXTURE SCHEDULE UNIT AND CABINET HEATER SCHEDULE (HYDRONIC) DUCT HEATING COIL SCHEDULE (HYDRONIC)
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 M002 MECHANICAL SCHEDULES 3 ADDENDUM 1 02.18.2011 4 ADDENDUM 2 03.02.2011 7 B.D.
RESPONSES 04.11.2011
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 MENS 115 A A.5 CUSTODIAL 116A 2.12 2.13 B 1/A121A 1/A121B 1/A121A 1/A121B 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
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 2.12 2.13 B 2.7 1.4 SCALE: HVAC LEVEL 02 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 M102 HVAC LEVEL 02 PLAN 3 ADDENDUM 1 02.18.2011 4 ADDENDUM 2 03.02.2011 7 B.D. RESPONSES 04.11.2011 10 CCD 03 05.16.2011
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 2.12 B 2.7 1.4 SCALE: HVAC LEVEL 03 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 M103 HVAC LEVEL 03 PLAN 3 ADDENDUM 1 02.18.2011 4 ADDENDUM 2 03.02.2011 7 B.D. RESPONSES 04.11.2011 8 CCD02 04.25.2011 10 CCD 03 05.16.2011
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 MENS 115 A A.5 CUSTODIAL 116A 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:970-926-3390 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
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 2.12 2.13 B 2.7 1.4 SCALE: 1 PLUMBING LEVEL 02 1/8" = 1'-0" FLAG NOTES: NOTES: SCALE: 2 RESTROOMS WASTE/VENT ISOMETIC NONE
SECOND LEVEL INDIVIDUAL 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 M202 PLUMBING LEVEL 02 PLAN 3 ADDENDUM 1 02.18.2011
7 B.D. RESPONSES 04.11.2011
SCALE: 1 PLUMBING LEVEL 03 1/8" = 1'-0" FLAG NOTES: 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 2.12 B 2.7 1.4 NOTES: SCALE: 2 WASTE/VENT ISOMETRIC NONE THIRD LEVEL
PUBLIC RESTROOMS SCALE: 3 WASTE/VENT ISOMETRIC NONE CATERING PANTRY 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 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
M203 PLUMBING LEVEL 03 PLAN 3 ADDENDUM 1 02.18.2011 7 B.D. RESPONSES 04.11.2011
SCALE: 1 MECHANICAL SITE PLAN 1" = 20' SCALE: 2 PIPE ROUTING SECTION AT INTERIOR WALL NTS COPYRIGHT 2010 BGANZE 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
M300 SNOWMELT SYSTEM SITE PLAN 3 ADDENDUM 1 02.18.2011 -CCD 08 06.13.2011
5 6 8 ABC 7 5 6 8 ABC 7 5 6 8 ABC 7 SCALE: MECHANICAL BASEMENT LEVEL 1/4" = 1'-0" EXISTING FTRB SCALE: HVAC FIRST FLOOR PLAN 1/4" = 1'-0" EXISTING FTRB SCALE: MECHANICAL ROOF PLAN 1/4"
= 1'-0" EXISTING FTRB COPYRIGHT 2010 BGANZE 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 M301 SNOWMELT SYSTEM MECHANICAL ROOM FLOOR PLANS 11 CCD 04 06.01.2011
GENERAL CONTROLS NOTES: SCALE: 1 CONTROL SYSTEM ARCHITECTURE (BACNET) NONE SCALE: 3 CUH AND UH CONTROL SCHEMATIC NO SCALE SCALE: 2 DOMESTIC WATER HEATER PIPING DIAGRAM NONE SCALE: 7
VENTILATOR CONTROLS SCHEMATIC NO SCALE HEAT RECOVERYSCALE: 4 THERMOSTAT CONTROL SCHEMATIC NONE EXHAUST FAN SCALE: 5 OCCUPANCY SENSOR SCHEMATIC NO SCALE EXHAUST FAN SCALE: 6 WALL SWITCH
CONTROL SCHEMATIC NO SCALE EXHAUST FAN SYSTEM POINTS LIST ANALOG BINARY SYSTEM FEATURE INPUT OUTPUT INPUT OUTPUT ALARMS PROGRAMS SYSTEM POINT DESCRIPTION GRAPHIC SCREEN ANIMATED POINT
ON GRAPHIC TEMPERATURE PRESSURE RELATIVE HUMIDITY KW KWH BTU HR GPM PERCENT CFM DDC (4-20 ma, 0-10 vdc) STATUS STATUS ON/OFF FILTER STATUS STATUS OPEN/CLSD. TIMED OVERRIDE STOP/START
OPEN/CLOSED LOCK OUT ENABLE/DISABLE HIGH/LOW SPEED FLOATING CONTROL HIGH OR LOW VALUE OUT OF RANGE STATUS DIFF. FROM CMD TREND VALUE TREND STATUS LEAD/LAG ROTATIONALLY SEQUNCE NOTES
DHW CV x GENERAL NOTES: SCALE: 8 PUMP CONTROL SCHEMATIC NO SCALE ELEVATOR SHAFT SUMP x DHW AQUASTAT x x x x DHW TEMP x x x x DHW RECIRC TEMP x x x x DHW RECIRC PUMP START/STOP x x DHW
RECIRC PUMP STATUS x x x HRV DUCT COIL CONTROL VALVE x x HRV DUCT COIL DISCHARGE AIR TEMP x x x x HRV STATUS x x x HRV START/STOPx x HRV DUCT COIL PUMP STATUS x x HRV DUCT COIL PUMP
START/STOPx x SCALE: 9 HEATER CONTROL SCHEMATIC NO SCALE ELEVATOR SHAFT SUMP SCALE: 10 HEATER CONTROL SCHEMATIC NO SCALE ELEVATOR SHAFT SUMP COPYRIGHT 2010 BGANZE 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 M500 MECHANICAL CONTROLS 3 ADDENDUM 1 02.18.2011 7 B.D. RESPONSES 04.11.2011
FLAG NOTES: SCALE: ELECTRICAL SITE PLAN 1" = 10' COPYRIGHT 2010 (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 E100 ELECTRICAL SITE PLAN 10 CCD 03 05.16.2011
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 MENS 115 A A.5 CUSTODIAL 116A 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 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
SCALE: LEVEL 02 ELECTRICAL PLAN 1/8" = 1'-0" FLAG NOTES: 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 2.12 2.13 B 2.7 1.4 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 E102 POWER LEVEL 02 PLAN 3 ADDENDUM 1 02.18.2011 4 ADDENDUM 2 03.02.2011 7 B.D. RESPONSES 04.11.2011
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 2.12 B 2.7 1.4 SCALE: LEVEL 03 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 E103 POWER LEVEL 03 PLAN 3 ADDENDUM 1 02.18.2011 4 ADDENDUM 2 03.02.2011 7 B.D. RESPONSES 04.11.2011
SCALE: ROOF ELECTRICAL PLAN 1/8" = 1'-0" 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 1.4 NOTES: FLAG NOTES: COPYRIGHT 2010 (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 E104 ELECTRICAL ROOF PLAN 4 ADDENDUM 2 03.02.2011 10 CCD 03 05.16.2011
SCALE: 1 ELECTRICAL ONE-LINE DIAGRAM NONE Δ , SCALE: 2 PV ONE-LINE DIAGRAM (BID ALTERNATE) NONE WIRING SCHEDULE -COPPER AMPS (2WG) (3WG) (4WG) 1Ø, 2 WIRE, GROUND 1Ø, 3 WIRE, GROUND OR
3Ø, 3 WIRE, GROUND 3Ø, 4 WIRE, GROUND 20 (2#12 & 1#12 G) 3/4"C (3#12 & 1#12 G) 3/4"C (4#12 & 1#12 G) 3/4"C 30 (2#10 & 1#10 G) 3/4"C (3#10 & 1#10 G) 3/4"C (4#10 & 1#10 G) 3/4"C 40 (2#8
& 1#10 G) 3/4"C (3#8 & 1#10 G) 3/4"C (4#8 & 1#10 G) 1"C 50 (2#6 & 1#10 G) 3/4"C (3#6 & 1#10 G) 1"C (4#6 & 1#10 G) 1"C 60 (2#4 & 1#10 G) 1"C (3#4 & 1#10 G) 1"C (4#4 & 1#10 G) 1 1/4"C
70 (2#4 & 1#8 G) 1"C (3#4 & 1#8 G) 1 1/4"C (4#4 & 1#8 G) 1 1/4"C 80 (2#2 & 1#8 G) 1"C (3#2 & 1#8 G) 1 1/4"C (4#2 & 1#8 G) 1 1/2"C 90 (2#2 & 1#8 G) 1"C (3#2 & 1#8 G) 1 1/4"C (4#2 & 1#8
G) 1 1/2"C 100 (2#1 & 1#8 G) 1 1/4"C (3#1 & 1#8 G) 1 1/2"C (4#1 & 1#8 G) 1 1/2"C 110 (2#1 & 1#6 G) 1 1/4"C (3#1 & 1#6 G) 1 1/2"C (4#1 & 1#6 G) 1 1/2"C 125 (2#1 & 1#6 G) 1 1/4"C (3#1
& 1#6 G) 1 1/2"C (4#1 & 1#6 G) 1 1/2"C 150 (2#1/0 & 1#6 G) 1 1/4"C (3#1/0 & 1#6 G) 1 1/2"C (4#1/0 & 1#6 G) G) 2"C 175 (2#2/0 & 1#6 G) 1 1/2"C (3#2/0 & 1#6 G) 2"C (4#2/0 & 1#6 G) 2"C
200 (2#3/0 & 1#6 G) 1 1/2"C (3#3/0 & 1#6 G) 2"C (4#3/0 & 1#6 G) 2"C 225 (2#4/0 & 1#4 G) 2"C (3#4/0 & 1#4 G) 2"C (4#4/0 & 1#4 G) 2 1/2"C 250 (2-250 KCMIL & 1#4 G) 2"C (3-250 KCMIL & 1#4
G) 2 1/2"C (4-250 KCMIL & 1#4 G) 3"C 300 (2-350 KCMIL & 1#4 G) 2"C (3-350 KCMIL & 1#4 G) 3"C (4-350 KCMIL & 1#4 G) 3"C 380 (2-500 KCMIL & 1#3 G) 2 1/2"C (3-500 KCMIL & 1#3 G) 3"C (4-500
KCMIL & 1#3 G) 3 1/2"C 400 2[(2#3/0 & 1#3 G) 1 1/2"C] 2[(3#3/0 & 1#3 G) 2"C] 2[(4#3/0 & 1#3 G) 2 1/2"C] 450 2[(2#4/0 & 1#2 G) 2"C] 2[(3#4/0 & 1#2 G) 2"C] 2[(4#4/0 & 1#2 G) 2 1/2"C] 500
2[(2-250 KCMIL & 1#2 G) 2"C] 2[(3-250 KCMIL & 1#2 G) 2 1/2"C] 2[(4-250 KCMIL & 1#2 G) 3"C] 600 2[(2-350 KCMIL & 1#1 G) 2 1/2"C] 2[(3-350 KCMIL & 1#1 G) 3"C] 2[(4-350 KCMIL & 1#1 G) 3"C]
700 2[(2-500 KCMIL & 1#1/0 G) 2 1/2"C] 2[(3-500 KCMIL & 1#1/0 G) 3"C] 2[(4-500 KCMIL & 1#1/0 G) 3 1/2"C] 760 2[(2-500 KCMIL & 1#1/0 G) 2 1/2"C] 2[(3-500 KCMIL & 1#1/0 G) 3"C] 2[(4-500
KCMIL & 1#1/0 G) 3 1/2"C] 800 3[(2-300 KCMIL & 1#1/0 G) 2"C] 3[(3-300 KCMIL & 1#1/0 G) 2 1/2"C] 3[(4-300 KCMIL & 1#1/0 G) 3"C] CONDUCTOR SIZES ARE BASED ON 60°C TERMINATIONS LESS THAN
100A AND 75°C TERMINATIONS GREATER THAN 100A CONDUIT SIZES ARE BASED ON NEC TABLE 4 (RNC) AND TABLE 5 (THHN INSULATION). DISTRIBUTION PANEL: VOLTAGE: 277/480V, 3PH, 4W MDP MINIMUM BUS:
600 LOCATION: MAIN: MLO MOUNTING: MINIMUM AIC: SURFACE 22,000 PANELS/RISERS MOTORS/EQUIPMENT PANEL MARK: HP1 XFMR SPACE ELEV-1 ELEV-2 SPACE SUBTOTAL DEMAND PANEL TOTAL OCPD: 125/3 CB
225/3 CB 60/3 CB 60/3 CB RESIDENTIAL 100% 0 LIGHTING 0 30740 30740 125% 38425 RECEPTACLES 0 6192 6192 NEC 220 6192 LARGEST MOTOR 33240 33240 25% 8310 MOTORS 0 45288 33240 33240 145008
100% 145008 EQUIPMENT 19000 38330 57330 100% 57330 APPLIANCES 0 7200 7200 0 7200 PANEL TOTAL (KVA): 262.5 PANEL TOTAL (A): 316 PANEL: HP1 VOLTAGE: 277/480V, 3PH, 4W MINIMUM BUS: 125
LOCATION: ROOM 311 MAIN: MLO MOUNTING: SURFACE MINIMUM AIC: 14,000 NO. LOAD TYPE LOAD DESCRIPTION BREAKER BUS BREAKER TYPE LOAD DESCRIPTION LOAD NO. A B C POLE TRIP A B C TRIP POLE A
B C 1 2400 E HEAT TRACE (1) 1 30 + SPACE 2 3 2100 E HEAT TRACE (1) 1 30 + SPACE 4 5 2400 E HEAT TRACE (1) 1 30 + SPACE 6 7 2100 E HEAT TRACE (1) 1 30 + SPACE 8 9 2100 E HEAT TRACE (1)
1 30 + SPACE 10 11 1200 E HEAT TRACE (1) 1 30 + SPACE 12 13 SPARE 1 30 + SPACE 14 15 2100 E HEAT TRACE (1) 1 30 + SPACE 16 17 3000 E HEAT TRACE (1) 1 30 + SPACE 18 19 1600 E HEAT TRACE
(1) 1 30 + 21 SPACE 20 21 900 HEAT TRACE (1) 1 30 + SPACE 22 23 SPACE + SPACE 24 LOAD TYPE PANEL TOTAL FEED THRU TOTAL SUBFEED TOTAL FEEDER SUBTOTAL DEMAND FEEDER TOTAL GENERAL NOTES:
A. (L) LIGHTING 0 0 125% 0 B. (R) RECEPTACLES 0 0 NEC 220 0 C. (LM) LARGEST MOTOR 0 0 25% 0 D. (M) MOTORS (ALL) 0 0 100% 0 E. (E) EQUIPMENT 19000 19000 100% 19000 SPECIFIC NOTES: (A)
APPLIANCES 0 0 0 0 (1) PROVIDE 30MA TRIP GFE CIRCUIT BREAKER PANEL TOTAL (KVA): 19.0 (2) (3) PANEL TOTAL (A): 23 (4) (5) PANEL: LP1A VOLTAGE: 120/208V, 3PH, 4W MINIMUM BUS: 400 LOCATION:
ELEC ROOM 111 MAIN: 400/3 CB MOUNTING: SURFACE MINIMUM AIC: 10,000 NO. LOAD TYPE LOAD DESCRIPTION BREAKER BUS BREAKER TYPE LOAD DESCRIPTION LOAD NO. A B C POLE TRIP A B C TRIP POLE A
B C 1 540 R RESTROOM RECEPT 1 20 + 20 1 E FACP 750 2 3 1500 E HAND DRYER 116 1 20 + 20 1 E FIREPLACE 100 4 5 1500 E HAND DRYER 115 1 20 + 20 1 E VENDING (1) 1200 6 7 1500 E HAND DRYER
117 1 20 + 20 1 E VENDING (1) 1200 8 9 300 E PLUMBING PWR 1 20 + 20 1 E MECH CONTROLS 250 10 11 1080 R CORR & WAITING 109 1 20 + 20 1 L 1ST FLR LIGHTING 881 12 13 1080 R WAITING 109
1 20 + 20 1 L 1ST FLR LIGHTING 676 14 15 1080 R 107,103 1 20 + 20 1 L 1ST FLR LIGHTING 776 16 17 1080 R LOBBY 1 20 + 20 1 L 1ST FLR LIGHTING 793 18 19 1080 R 105, 104 1 20 + 20 1 E IRRIGATION
CONTROLS 250 20 21 500 R IT ROOM 129 1 20 + 20 1 L EAST STAIR LTG. 427 22 23 500 R IT ROOM 105 1 20 + 20 2 L EXTERIOR LIGHTING 626 24 25 500 M ADA DOOR OPERATOR 1 20 + L 626 26 27 360
R ELEV PIT 1 20 + 20 1 L EXTERIOR LIGHTING 1080 28 29 500 R ELEV CAB 1 20 + 20 1 L EXTERIOR LIGHTING 1120 30 31 360 R ATM, PARK-N-PAY 1 20 + 20 1 L EXTERIOR LIGHTING 846 32 33 900 R
STORAGE AREAS 1 20 + 20 1 L EXTERIOR LIGHTING 352 34 35 100 M FIRE SMOKE DAMPERS 1 20 + 20 1 L EXTERIOR LIGHTING 652 36 37 200 M DAMPERS 1 20 + 20 1 L EXTERIOR LIGHTING 1500 38 39 180
R ELEC ROOM 111 1 20 + 20 1 L EXTERIOR LIGHTING 672 40 41 720 R EXT RECEPT 1 20 + 20 1 L EXTERIOR LIGHTING 425 42 LOAD TYPE PANEL TOTAL FEED THRU TOTAL SUBFEED TOTAL FEEDER SUBTOTAL
DEMAND FEEDER TOTAL GENERAL NOTES: A. PROVIDE 250 AMP SUB-FEED BREAKER TO LP2 (L) LIGHTING 11452 8444 19896 125% 24870 B. PROVIDE 150 AMP SUB-FEED BREAKER TO LP1B (R) RECEPTACLES 9960
20780 30740 NEC 220 20370 C. (LM) LARGEST MOTOR 0 6192 6192 25% 1548 D. (M) MOTORS (ALL) 800 44488 45288 100% 45288 E. (E) EQUIPMENT 8550 28780 37330 100% 37330 SPECIFIC NOTES: (A) APPLIANCES
0 7200 7200 0 7200 (1) PROVIDE 5MA TRIP GFCI CIRCUIT BREAKER PANEL TOTAL (KVA): 136.6 (2) (3) PANEL TOTAL (A): 379 (4) (5) PANEL: LP1B VOLTAGE: 120/208V, 3PH, 4W MINIMUM BUS: 225 LOCATION:
ELECT. RM 111 MAIN: MLO MOUNTING: SURFACE MINIMUM AIC: 10,000 NO. LOAD TYPE LOAD DESCRIPTION BREAKER BUS BREAKER TYPE LOAD DESCRIPTION LOAD NO. A B C POLE TRIP A B C TRIP POLE A B C
1 750 R SPECIAL EVENT RECEPT. 1 20 + 15 3 M FC-1 576 2 3 750 R SPECIAL EVENT RECEPT. 1 20 + M 576 4 5 750 R SPECIAL EVENT RECEPT. 1 20 + M 576 6 7 750 R SPECIAL EVENT RECEPT. 1 20 +
30 3 LM CU-1 2064 8 9 750 R SPECIAL EVENT RECEPT. 1 20 + LM 2064 10 11 750 R SPECIAL EVENT RECEPT. 1 20 + LM 2064 12 13 800 L HOLIDAY RECEPT. 1 20 + 30 1 M HRV-1 2300 14 15 1200 L HOLIDAY
RECEPT. 1 20 + 15 1 E B-1 500 16 17 250 E UNIT HEATERS, UH-1 1 10 + 20 1 E INFO CENTER TELECOM 500 18 19 480 E CABINET UNIT HEATERS 1 15 + 20 2 E WH-2 1000 20 21 480 E CABINET UNIT HEATERS
1 15 + E 1000 22 23 1176 M P-9 1 20 + 20 1 M P-1 1176 24 25 720 EXT. RECEPTACLES 1 20 + 20 1 M P-1 1176 26 27 180 R RESTROOM 131 1 20 + 20 1 M P-1 1176 28 29 1600 HOLIDAY RECEPT. 1 20
+ 15 3 M P-2 444 30 31 360 R HOST SKII STORAGE 1 20 + M 444 32 33 500 E ADA DOOR OPERATOR 2 20 + M 444 34 35 85 M P-8 1 10 + 15 3 M P-2 444 36 37 1176 M P-7 1 20 + M 444 38 39 1176 M
P-4 1 20 + M 444 40 41 85 M P-3 1 10 + SPACE 42 LOAD TYPE PANEL TOTAL FEED THRU TOTAL SUBFEED TOTAL FEEDER SUBTOTAL DEMAND FEEDER TOTAL GENERAL NOTES: A. FEED THROUGH LUGS (L) LIGHTING
2000 0 2000 125% 2500 B. (R) RECEPTACLES 5040 0 5040 NEC 220 5040 C. (LM) LARGEST MOTOR 6192 0 6192 25% 1548 D. (M) MOTORS (ALL) 20110 0 20110 100% 20110 E. (E) EQUIPMENT 4710 1000 5710
100% 5710 SPECIFIC NOTES: (A) APPLIANCES 0 0 0 0 0 (1) PANEL TOTAL (KVA): 34.9 (2) (3) PANEL TOTAL (A): 97 (4) (5) PANEL: LP2 (SECTION 1) VOLTAGE: 120/208V, 3PH, 4W MINIMUM BUS: 250
LOCATION: IT/ELECT. RM. #210 MAIN: MLO MOUNTING: SURFACE MINIMUM AIC: 10,000 NO. LOAD TYPE LOAD DESCRIPTION BREAKER BUS BREAKER TYPE LOAD DESCRIPTION LOAD NO. A B C POLE TRIP A B C TRIP
POLE A B C 1 360 R IT 210 1 20 + 20 1 R 213 900 2 3 360 R IT 210 1 20 + 20 1 R 213,212 900 4 5 360 R KITCHEN 209, STORAGE 1 20 + 20 1 R 201 720 6 7 540 R MECH 211 1 20 + 20 1 R 201 720
8 9 200 M DAMPERS 1 20 + 20 1 R MECH 202 REC. UH-1 800 10 11 100 E PLUMBING CONTROLS 1 20 + 20 1 E MECH CONTROLS 250 12 13 1500 E HAND DRYER 207 1 20 + 20 1 L 2ND FLR. LIGHTING 793 14
15 1500 E HAND DRYER 208 1 20 + 20 1 L 2ND FLR. LIGHTING 707 16 17 250 M FIRE SMOKE DAMPER 1 20 + 20 1 L 2ND FLR. LIGHTING 1222 18 19 360 R COUNTER 209 1 20 + 15 3 M FC-2 828 20 21 360
R COUNTER 209 1 20 + M 828 22 23 1000 A DISPOSAL 209 1 20 + M 828 24 25 1200 A REFER 209 1 20 + 15 3 M FC-3 576 26 27 3840 E KILN 209 3 40 + M 576 28 29 3840 E + M 576 30 31 3840 E +
25 3 M CU-2 1718 32 33 900 R OFFICE 205 1 20 + M 1718 34 35 900 R OFFICE 204 1 20 + M 1718 36 37 1260 R OFFICE 203 1 20 + 30 3 LM CU-3 2064 38 39 900 R OFFICE 206 1 20 + LM 2064 40 41
SPARE 1 20 + LM 2064 42 LOAD TYPE PANEL TOTAL FEED THRU TOTAL
SUBFEED TOTAL FEEDER SUBTOTAL DEMAND FEEDER TOTAL GENERAL NOTES: A. PROVIDE FEED-THRU LUGS. (L) LIGHTING 2722 3722 6444 125% 8055 B. 2-SECTION PANELBOARD. SECTION 2 SPACE ONLY. (R) RECEPTACLES
10340 5400 15740 NEC 220 12870 C. (LM) LARGEST MOTOR 6192 0 6192 25% 1548 D. (M) MOTORS (ALL) 16008 8370 24378 100% 24378 E. (E) EQUIPMENT 14870 9200 24070 100% 24070 SPECIFIC NOTES:
(A) APPLIANCES 2200 5000 7200 0 7200 (1) PANEL TOTAL (KVA): 78.1 (2) (3) PANEL TOTAL (A): 217 (4) (5) PANEL: LP3 VOLTAGE: 120/208V, 3PH, 4W MINIMUM BUS: 250 LOCATION: STORAGE 311 MAIN:
MLO MOUNTING: SURFACE MINIMUM AIC: 10,000 NO. LOAD TYPE LOAD DESCRIPTION BREAKER BUS BREAKER TYPE LOAD DESCRIPTION LOAD NO. A B C POLE TRIP A B C TRIP POLE A B C 1 180 R STORAGE 311
1 20 + 20 1 R PANTRY 309 540 2 3 900 R WALL 308 1 20 + 20 1 R PANTRY 309 540 4 5 1260 R FLOOR 308 1 20 + 20 1 E ICE MACHING 309 1500 6 7 360 R IT 1 20 + 20 1 M FIRE SMOKE DAMPER 250
8 9 360 R IT 1 20 + 20 1 MECH CONTROLS 10 11 200 M DAMPERS 1 20 + 20 1 L EVENT RM LIGHTING 640 12 13 1500 E HAND DRYER 304 1 20 + 20 1 L EVENT RM LIGHTING 640 14 15 1500 E HAND DRYER
304 1 20 + 20 1 L EVENT RM LIGHTING 960 16 17 1500 E HAND DRYER 303 1 20 + 20 1 L EVENT RM LIGHTING 650 18 19 1500 E HAND DRYER 303 1 20 + 20 1 L CATEREING PANTRY LTG 293 20 21 200 E
PLUMBING 1 20 + 20 1 L L 3RD FLR. LIGHTING 539 22 23 180 R BATH 304 1 20 + 15 3 M FC-4 576 24 25 180 R BATH 303 1 20 + M 576 26 27 180 R JANITOR 305 1 20 + M 576 28 29 720 R VESTIBULE
301 1 20 + 15 3 M CU-4 2064 30 31 2500 A ROLL-IN 2 30 + M 2064 32 33 2500 A + M 2064 34 35 1000 E MOTORIZED SHADES 1 20 + 20 1 HRV-2 972 36 37 500 E AUTO DOOR OPERATOR 1 20 + 15 1 P-8,
CUH, UH 615 38 39 SPARE 1 20 + SPARE 40 41 SPARE + SPARE 42 LOAD TYPE PANEL TOTAL FEED THRU TOTAL SUBFEED TOTAL FEEDER SUBTOTAL DEMAND FEEDER TOTAL GENERAL NOTES: A. PROVIDE FEED THROUGH
LUGS (L) LIGHTING 3722 3722 125% 4653 B. (R) RECEPTACLES 5400 5400 NEC 220 5400 C. (LM) LARGEST MOTOR 0 0 25% 0 D. (M) MOTORS (ALL) 8370 8370 100% 8370 E. (E) EQUIPMENT 9200 9200 100%
9200 SPECIFIC NOTES: (A) APPLIANCES 5000 5000 0 5000 (1) PANEL TOTAL (KVA): 32.6 (2) (3) PANEL TOTAL (A): 91 (4) (5) PANEL: LP2 (SECTION 2) VOLTAGE: 120/208V, 3PH, 4W MINIMUM BUS: 250
LOCATION: IT/ELECT. RM. #210 MAIN: MLO MOUNTING: SURFACE MINIMUM AIC: 10,000 NO. LOAD TYPE LOAD DESCRIPTION BREAKER BUS BREAKER TYPE LOAD DESCRIPTION LOAD NO. A B C POLE TRIP A B C TRIP
POLE A B C 43 500 E AUTO DOOR OPERATOR 20 1 + SPACE 44 45 SPACE + SPACE 46 47 SPACE + SPACE 48 49 SPACE + SPACE 50 51 SPACE + SPACE 52 53 SPACE + SPACE 54 55 SPACE + SPACE 56 57 SPACE
+ SPACE 58 59 SPACE + SPACE 60 61 SPACE + SPACE 62 63 SPACE + SPACE 64 65 SPACE + SPACE 66 67 SPACE + SPACE 68 69 SPACE + SPACE 70 71 SPACE + SPACE 72 73 SPACE + SPACE 74 75 SPACE +
SPACE 76 77 SPACE + SPACE 78 79 SPACE + SPACE 80 81 SPACE + SPACE 82 83 SPACE + SPACE 84 LOAD TYPE PANEL TOTAL FEED THRU TOTAL SUBFEED TOTAL FEEDER SUBTOTAL DEMAND FEEDER TOTAL GENERAL
NOTES: A. (L) LIGHTING 0 0 125% 0 B. (R) RECEPTACLES 0 0 NEC 220 0 C. (LM) LARGEST MOTOR 0 0 25% 0 D. (M) MOTORS (ALL) 0 0 100% 0 E. (E) EQUIPMENT 500 500 100% 500 SPECIFIC NOTES: (A)
APPLIANCES 0 0 0 0 (1) PANEL TOTAL (KVA): 0.5 (2) (3) PANEL TOTAL (A): 1 (4) (5) NOTES: PANEL: LP1C VOLTAGE: 120/208V, 3PH, 4W MINIMUM BUS: 225 LOCATION: ELECT. RM 111 MAIN: MLO MOUNTING:
SURFACE MINIMUM AIC: 10,000 NO. LOAD TYPE LOAD DESCRIPTION BREAKER BUS BREAKER TYPE LOAD DESCRIPTION LOAD NO. A B C POLE TRIP A B C TRIP POLE A B C 1 1000 E FIREPLACE VENT 1 20 + 2 3
SPARE 1 20 + 4 5 SPARE 1 20 + 6 7 SPARE 1 20 + 8 9 SPARE 1 20 + 10 11 SPARE 1 20 + 12 13 SPARE 1 20 + 14 15 + 16 17 + 18 19 + 20 21 + 22 23 + 24 25 + 26 27 + 28 29 + 30 31 + 32 33 +
34 35 + 36 37 + 38 39 + 40 41 + 42 LOAD TYPE PANEL TOTAL FEED THRU TOTAL SUBFEED TOTAL FEEDER SUBTOTAL DEMAND FEEDER TOTAL GENERAL NOTES: A. (L) LIGHTING 0 0 125% 0 B. (R) RECEPTACLES
0 0 NEC 220 0 C. (LM) LARGEST MOTOR 0 0 25% 0 D. (M) MOTORS (ALL) 0 0 100% 0 E. (E) EQUIPMENT 1000 1000 100% 1000 SPECIFIC NOTES: (A) APPLIANCES 0 0 0 0 (1) PANEL TOTAL (KVA): 1.0 (2)
(3) PANEL TOTAL (A): 3 (4) (5) 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 E400 ELECTRICAL ONE-LINE DIAGRAM 3 ADDENDUM
1 02.18.2011 4 ADDENDUM 2 03.02.2011 7 B.D. RESPONSES 04.11.2011
FIRE ALARM SYMBOLS FIRE ALARM SEQUENCE OF OPERATIONS SYSTEM OUTPUTS SYSTEM INPUTS COPYRIGHT 2010 BGANZE 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 BOX 8528 BRECKENRIDGE, CO 80424 LANDSCAPE ARCHITECT t: 970.389.3583 2 CONSTRUCTION 02.18.2011
FA000 FIRE ALARM COVER SHEET 7 B.D. RESPONSES 04.11.2011
SCALE: LEVEL 02 FIRE ALARM PLAN 1/8" = 1'-0" 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 2.12 2.13 B 2.7 1.4 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 FA102 FIRE ALARM LEVEL 02 PLAN 3 ADDENDUM 1 02.18.2011 7 B.D. RESPONSES 04.11.2011
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 2.12 B 2.7 1.4 SCALE: LEVEL 03 FIRE ALARM PLAN 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 FA103 FIRE ALARM LEVEL 03 PLAN 7 B.D. RESPONSES 04.11.2011
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 2.12 B 2.7 1.4 SCALE: LEVEL 03 FIRE ALARM PLAN 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 FA103 FIRE ALARM LEVEL 03 PLAN 7 B.D. RESPONSES 04.11.2011
SCALE: LEVEL 03 FIRE PROTECTION PLAN 1" = 20' COPYRIGHT 2010 BGANZE 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 FP203 FIRE PROTECTION LEVEL 03 PLAN
FIRE ALARM FLAG NOTES: FIRE ALARM NOTES: FIRE PROTECTION FLAG NOTES: FIRE PROTECTION NOTES: 7 B.D. RESPONSES 04.11.2011