HomeMy WebLinkAboutFile Documents.401 Castle Creek Rd.0024.2019 (5).ACBKVICINITY MAP
BUILDING SITE
MECHANICAL:
DESIGN TEAM
CONTRACT ARCHITECT:
CHAMBERLIN ARCHITECTS
437 Main Street
Grand Junction, CO 81501
(970)242-6804
STUDIO B
501 Rio Grande Plaza, Suite 104
Aspen, CO 81611
(970)920-9428
STRUCTURAL:
LINDAUER DUNN, INC
802 Rood Avenue
Grand Junction, CO 81501
(970)241-0900
RALSTON MECHANICAL CONSULTING
356 Echo Canyon Court
Grand Junction, CO 81507
(970)434-9819
ELECTRICAL:
GRAND VALLEY ENGINEERING SOLUTIONS
2961 Circling Hawk Court
Grand Junction, CO 81503
(970)256-0353
LANDSCAPE:
LIFT STUDIO, LLC
442 Paepcke Drive #102
Aspen, CO 81611
(970)404-5610
CIVIL:
ROARING FORK ENGINEERING
592 Highway 133
Carbondale, CO 81623
(970)340-4130
DESIGN ARCHITECT:
OWNER
PITKIN COUNTY
123 Emma Road, Suite #106
Basalt, CO 81621
LOCALITY MAP
VICINITY MAP
DRAWN BY:CHECKED BY:
SHEET NO:
PROJECT NO:
DATE:
CHAMBERLIN ARCHITECTS
437 Main St.
Grand Junction, Colorado 81501
T 970.242.6804
725 Saint Joseph St., Suite B1
Rapid City, South Dakota 57701
T 605.355.6804
www.chamberlinarchitects.com
E N H A N C I N G E V E R Y D A Y L I V I N G T H R O U G H D E S I G N
C 2016 CHAMBERLIN ARCHITECTSBIM 360://1740 - Pitkin County Ambulance Facility/1740-PCAF_CLOUD.rvt5/9/2018 4:41:12 PMG001
05/09/2018
1740
CASTLE CREEK ROAD
ASPEN, COLORADO
COVER SHEET
PROJECT STATUS: 100% CD
SH JW
ASPEN
AMBULANCE
DISTRICT FACILITY
ASPEN AMBULANCE DISTRICT FACILITY
ASPEN, COLORADO
DRAWING LIST
STRUCTURAL
S100 GENERAL NOTES
S101 SCHEDULE OF SPECIAL INSPECTIONS
S102 FOUNDATION PLAN
S103 UPPER FLOOR FRAMING PLAN
S104 UPPER ROOF FRAMING PLAN
S105 RETAINING WALL PLAN
S106 UTILITY ENCLOSURE PLANS & DETAILS
S200 TYPICAL FOUNDATION DETAILS
S201 MASONRY DETAILS
S202 BRACED FRAME DETAILS
S203 BRACED FRAME SECTIONS
S204 TYPICAL STEEL FRAMING DETAILS
S205 COLD-FORMED STRUCTURAL FRAMING
DETAILS
S300 FOUNDATION SECTIONS
S301 FRAMING SECTIONS
S302 FRAMING SECTIONS
S303 FRAMING SECTIONS
MECHANICAL
M001 MECHANICAL LEGEND
M002 MECHANICAL SCHEDULES
M101 GROUND LEVEL MECHANICAL PLAN
M102 UPPER LEVEL MECHANICAL PLAN
M201 MECHANICAL SITE PLAN, SECTIONS, AND
ELEVATIONS
M301 MECHANICAL DETAILS
M401 CONTROLS
PLUMBING
P101 GROUND LEVEL PLUMBING PLAN
P102 UPPER LEVEL PLUMBING PLAN
P103 ROOF PLUMBING PLAN
P301 PLUMBING DETAILS
P401 PLUMBING FLATOMETRICS
ELECTRICAL
E001 ELECTRICAL COVER SHEET
E002 ELECTRICAL SITE PLAN
E101 GROUND LEVEL LIGIHTING PLAN
E102 UPPER LEVEL LIGHTING PLAN
E201 GROUND LEVEL POWER AND SYSTEMS PLAN
E202 UPPER LEVEL POWER AND SYSTEMS PLAN
E301 ALERTING SYSTEM PLANS
E401 DETAILS & SCHEDULES
E402 DETAILS & SCHEDULES
E403 DETAILS & SCHEDULES
E404 DETAILS & SCHEDULES
E405 DETAILS & SCHEDULES
Grand total: 147
DRAWING LIST
IRRIGATION
IR-0.0 IRRIGATION NOTES AND SCHEDULE
IR-1.0 IRRIGATION PLAN
IR-2.0 IRRIGATION DETAILS
IR-3.0 IRRIGATION DETAILS
IR-0.1 IRRIGATION NOTES AND SCHEDULE PARKING
LOT
IR-1.1 IRRIGATION PLAN PARKING LOT
IR-2.1 IRRIGATION DETAILS PARKING LOT
IR-3.1 IRRIGATION DETAILS PARKING LOT
ARCHITECTURAL
A001 NOTES, SYMBOLS, ABBREVIATIONS AND
WALL TYPES
A002 LIFE SAFETY SHEET
A003 FAR CALCULATION
A100 SITE PLAN
A101 GROUND LEVEL FLOOR PLAN
A102 UPPER LEVEL FLOOR PLAN
A121 GROUND REFLECTED CEILING PLANS
A122 UPPER REFLECTED CEILING PLANS
A141 ROOF PLAN
A161 GROUND INTERIOR FINISH PLAN
A162 UPPER INTERIOR FINISH PLAN
A171 GROUND LEVEL FURNITURE PLAN - FOR
REFERENCE ONLY
A172 UPPER LEVEL FURNITURE PLAN - FOR
REFERENCE ONLY
A201 EXTERIOR ELEVATIONS
A202 EXTERIOR ELEVATIONS
A301 ENLARGED FLOOR PLANS
A302 ENLARGED FLOOR PLANS
A401 INTERIOR ELEVATIONS
A402 INTERIOR ELEVATIONS
A403 INTERIOR ELEVATIONS
A404 INTERIOR ELEVATIONS
A405 INTERIOR ELEVATIONS
A406 INTERIOR ELEVATIONS
A407 INTERIOR ELEVATIONS
A511 WALL SECTIONS
A512 WALL SECTIONS
A513 WALL SECTIONS
A601 EXTERIOR DETAILS
A611 INTERIOR DETAILS
A612 INTERIOR DETAILS
A621 CASEWORK DETAILS
A622 CASEWORK DETAILS
A623 CASEWORK DETAILS
A641 ROOF DETAILS
A642 ROOF DETAILS
A643 ROOF DETAILS
A644 DECK DETAILS
A651 STAIR 302 & ELEVATOR PLANS & SECTIONS
A652 STAIR 303 PLANS & SECTIONS
A653 DUMPSTER ENCLOSURE
A701 DOOR TYPES & SCHEDULE
A702 DOOR DETAILS
A703 DOOR DETAILS
A721 INTERIOR WINDOW TYPES & DETAILS
A722 EXTERIOR WINDOW TYPES
A731 EXTERIOR WINDOW DETAILS
A732 EXTERIOR WINDOW DETAILS
A733 EXTERIOR WINDOW DETAILS
A741 COLOR SCHEDULE
DRAWING LIST
GENERAL
G001 COVER SHEET
CIVIL
C-001 LEGEND AND GENERAL NOTES
C-002 GENERAL NOTES PG. 2
C-101 EXISTING CONDITIONS
C-102 OVERALL SITE PLAN
C-103 DEMO PLAN
C-104 GEOMETRY PLAN
C-105 PARKING LOT LAYOUT & SIGNAGE
C-106 AADF LAYOUT
C-107 EXISTING MAJOR BASINS
C-108 PROPOSED MAJOR BASINS
C-109 PROPOSED SUBBASINS
C-110 AADF GRADING
C-111 AADF PERIMETER DRAIN
C-112 PARKING LOT GRADING PLAN
C-113 PARKING LOT LOOP P&P 1
C-114 PARKING LOT LOOP P&P 2
C-115 PARKING LOT TURNING
C-116 UTILITY LAYOUT
C-117 DRY UTILITY RELOCATION PLAN
C-118 STORM SYSTEM LAYOUT-1
C-119 STORM SYSTEM LAYOUT-2
C-120 SANITARY SEWER PLAN & PROFILE
C-121 WATERLINE P&P
C-122 EROSION CONTROL PLAN
C-201 STORM SYSTEM PROFILES-1
C-202 STORM SYSTEM PROFILES-2
C-203 SANITARY SERVICE PROFILES
C-401 GRADING DETAILS
C-501 DETAILS - 1
C-502 DETAILS - 2
C-503 ACSD DETAILS
C-504 WATER DEPARTMENT DETAILS
C-505 CDOT TYPE R INLET DETAIL
C-506 EROSION CONTROL DETAILS
LANDSCAPING
L0.01 NOTES
L1.00 LANDSCAPE DEVELOPMENT PLAN
L1.10 LANDSCAPE DEVELOPMENT PLAN PARKING
LOT
L2.00 TREE REMOVAL PLAN / EXISTING LANDSCAPE
PLAN
L2.10 TREE REMOVAL PLAN / EXISTING LANDSCAPE
PLAN PARKING LOT
L3.00 HARDSCAPE MATERIALS PLAN
L3.01 HARDSCAPE LAYOUT
L4.00 PLANTING PLAN AND SCHEDULE
L4.10 PLANTING PLAN AND SCHEDULE PARKING
LOT
L5.00 ELEVATIONS
L6.00 DETAILS
L6.01 DETAILS
L6.02 DETAILS
LGT1.0 LANDSCAPE LIGHTING PLAN
CONSTRUCTION DOCUMENTS
NO:ISSUED FOR: DATE:
08/13/2019
08/13/2019
ALL OUTDOOR LIGHTING
MUST COMPLY WITH
THE CITY OF ASPEN LIGHTING CODE
SECTION 26.575.150
Per RFI-056 foil faced polyiso board insulationis to be used on all exterior framed walls. Allz-Girts are to be spaced at 24" O.C.Per RFI-068, Vapor Barrier tobe deleted, no longer required.Per RFI-068, Vapor Barrier tobe deleted, no longer required.Per RFI-068, Vapor Barrier tobe deleted, no longer required.Per RFI-107 Closed Cell Spray foam will beinstalled 2" thick at wall types 5, 6, 6A, 7, and7A in lieu of the batt insulation as designed.08/13/201908/13/2019ALL OUTDOOR LIGHTINGMUST COMPLY WITH THE CITY OF ASPEN LIGHTING CODESECTION 26.575.150
08/13/201908/13/2019ALL OUTDOOR LIGHTINGMUST COMPLY WITH THE CITY OF ASPEN LIGHTING CODESECTION 26.575.150
UP ..UP
MAIN FLOOR GROSS FLOOR AREA: 6,923 SF
UPPER LEVEL AREA: 6032 SF
OPEN TO BELOW 248 sf
DECK AREA 1031 SF
AREA 6,032 sf
OPEN TO BELOW AREA 248 sf
BUILDING AREA 5784 sf
DECK AREA 1031 sf exempt
LOWER LEVEL 6923 sf
12,707 SF FAR TOTAL
DRAWN BY:CHECKED BY:
SHEET NO:
PROJECT NO:
DATE:
CHAMBERLIN ARCHITECTS
437 Main St.
Grand Junction, Colorado 81501
T 970.242.6804
725 Saint Joseph St., Suite B1
Rapid City, South Dakota 57701
T 605.355.6804
www.chamberlinarchitects.com
E N H A N C I N G E V E R Y D A Y L I V I N G T H R O U G H D E S I G N
C 2016 CHAMBERLIN ARCHITECTSBIM 360://1740 - Pitkin County Ambulance Facility/1740-PCAF_CLOUD.rvt5/9/2018 4:39:05 PMA003
05/09/2018
1740
CASTLE CREEK ROAD
ASPEN, COLORADO
FAR CALCULATION
PROJECT STATUS: 100% CD
SH JW
ASPEN
AMBULANCE
DISTRICT FACILITY
0'4'8'0'4'8'
A003
GROUND LEVEL FLOOR - FAR PLAN1
0'4'8'0'4'8'
A003
UPPER LEVEL - FAR PLAN2
NO:ISSUED FOR: DATE:
08/13/2019
08/13/2019
ALL OUTDOOR LIGHTING
MUST COMPLY WITH
THE CITY OF ASPEN LIGHTING CODE
SECTION 26.575.150
.
.
EXISTING
HEALTH AND HUMAN
SERVICES BUILDING
PROPOSED
AMBULANCE BUILDING
ASSUMED PROPERTY LINE 28' - 0"11'
-
0 1/2"
58' - 6 1/2"28' - 0"47' - 3"15'
-
4 3/4"
ASSUMED PROPERTY LINE
2 STORY BUILDING
1 STORY ELEMENT BELOW
DECK OVER OCCUPIED
GROUND FLOOR
ON GRADE MECHANICAL VAULT
NOT BUILDING
DUMPSTER
ENCLOSURE
1
DRAWN BY:CHECKED BY:
SHEET NO:
PROJECT NO:
DATE:
CHAMBERLIN ARCHITECTS
437 Main St.
Grand Junction, Colorado 81501
T 970.242.6804
725 Saint Joseph St., Suite B1
Rapid City, South Dakota 57701
T 605.355.6804
www.chamberlinarchitects.com
E N H A N C I N G E V E R Y D A Y L I V I N G T H R O U G H D E S I G N
C 2016 CHAMBERLIN ARCHITECTSA360://1740 - Pitkin County Ambulance Facility/1740-PCAF_CA.rvt3/21/2019 11:42:35 AMA100
March 22, 2019
1740
CASTLE CREEK ROAD
ASPEN, COLORADO
SITE PLAN
PROJECT STATUS: 100% CD
KH DG
ASPEN
AMBULANCE
DISTRICT FACILITY
0'10'20'0'10'20'
A100
ARCHITECTURAL SITE PLAN1
NO: ISSUED FOR: DATE:
1 Addendum #2 05-25-2018
2 Response to City of Aspen
Review Comments
7/16/18
08/13/2019
08/13/2019
ALL OUTDOOR LIGHTING
MUST COMPLY WITH
THE CITY OF ASPEN LIGHTING CODE
SECTION 26.575.150
A2021
A201
A202
A201
1
2
2
A B C D E G.9 I J
1
2
4
5
6
7
LOBBY
101
WOMEN
102
MEN
103
TRAINING
ROOM
104
ELEC.
105
APPARATUS
BAY #1
106
APPARATUS
BAY #2
107APPARATUS
BAY #3
108
APPARATUS
BAY #4
109
APPARATUS
BAY #5
110
APPARATUS
BAY #6
111
DECON
112
READY
ROOM
113
MEDICAL
STORAGE
114
FITNESS
115
STAIR
302
ELEVATOR
301
STAIR
303
303A
303C
112
114
115A115B
101B
113
102
103
3
105
MAIN WATER SERVICE & FIRE
SPRINKLER RISER AREA
A301
1
A651
1
A652
1
A403
1
A403
3
4
A301
2
A405
2
3
4 1
A407
2
4
1
3
3
A513
________________________________________
1
A513
________________________________________
STORAGE
116
116
2C
2
5
7
7
5
11
5
F
11
4A
4A
4A
2B
2
CU (TYP of 3),
RE: MECH
109110111 108 107 106
9
5
104B
10
11
9A
A404
2
A404 1
2B
5
9
A612
3
1B
0
10' - 0"6' - 9"4' - 3 1/4"11' - 10"22' - 5"3' - 6"1' - 0"59' - 9 1/4"128' - 0"9 3/4"9' - 2 1/2"50' - 7"9 1/4"2' - 0"3' - 4"15' - 4"68' - 0"24' - 8"3' - 8 3/4"11' - 9"1' - 0"
3' - 4"14' - 0"4' - 0"14' - 0"4' - 0"14' - 0"4' - 0"14' - 0"3' - 4"12' - 0"1' - 4"12' - 0"13' - 4"4' - 1 7/8"3' - 4"7' - 1 7/8"9 7/8"9 3/4"9' - 2 1/2"2' - 8"3' - 4"6 3/4"1' - 0"9' - 4"21' - 1 1/2"13' - 4"G 2
A511
________________________________________
2
A513
________________________________________2
A512
________________________________________
ALIGN
CENTER ON
GRID LINE
3
A511
________________________________________
1
A512
________________________________________
9 5/8"18' - 6 3/8"18' - 0"18' - 0"18' - 0"14' - 0"14' - 0"10' - 11 3/8"6' - 4 5/8"10' - 1 5/8"
8' - 6 1/4"18' - 0"18' - 0"18' - 0"16' - 4"13' - 4"7' - 0 1/4"
3' - 4"22' - 8"3' - 4"5' - 4"20' - 8"10' - 0"1' - 4"3' - 4"8"28' - 0"3 3/4"10' - 0 3/4"12' - 0"8' - 0 3/4"9' - 9"22' - 10 3/4"5' - 10 1/2"CONC RAMP W/ STL
TUBE HANDRAILS,
RE: CIVIL
UP
UP
106A 101A
A03A03A04
A01
A02
B01
B02
GENERATOR, RE: ELEC
ALIGN28' - 8"9' - 4"UP
A652
2
2D 2C2D
GAS METER
LOCATION, RE: MECH
DOOR SHOWN FOR REFERENCE,
LOCATED @ LANDING ABV
4' LONG CONC WHEEL STOPS
DOWELED INTO CONC SLAB,
COORDINATE FINAL LOCATION W/
OWNER'S VEHICLES (TYP OF 4)
1
A511
________________________________________
104A
129' - 7 1/4"
ALIGN MASONRY & CONC
4' - 2 1/4"
5' - 0"6' - 6 3/8"
1' - 0"
1
ASK-01
________________________________________
44
6' - 1 5/8"
3.5
17' - 4"20' - 0"35' - 1"3' - 2"19' - 11"ASK-091
6' - 0"3' - 0"3' - 0"3' - 0"5' - 0"
HHS COL, RE: STRUCT, PNT
17
2AA
2AA 2AA
2AA
2AA
20
20
20
20
20
22
HSS 4x4x5/16 COL SOAP 8" CMU
AROUND HSS COL
1. DO NOT SCALE DRAWINGS. IF DIMENSIONS ARE IN QUESTION THE
CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING CLARIFICATION
FROM THE ARCHITECT PRIOR TO CONTINUING CONSTRUCTION.
2. ITEMS NOT NOTED ON THE DRAWINGS SHALL BE CONSIDERED THE SAME
AS NOTED ITEMS WHICH ARE GRAPHICALLY REPRESENTED IN THE SAME
MANNER.
3. PROVIDE TREATED SOLID WOOD BLOCKING FOR ALL WALL EQUIPMENT,
TOILET ACCESSORIES, MILLWORK AND OTHER WALL MOUNTED ITEMS.
SEE ELEVATIONS AND EQUIPMENT SPECIFICATIONS FOR ADDITIONAL
INFORMATION.
4. CONTRACTOR SHALL CAULK AT THE INTERFACE OF INTERIOR FACES OF
DOOR FRAMES WITH ADJACENT MATERIALS THOUGH JOINT MAY NOT BE
VISIBLE.
5. PROVIDE TRANSITION STRIPS BETWEEN FLOOR MATERIALS OF
DISSIMILAR HEIGHTS. CENTER TRANSITION STRIPS UNDER DOORS OR
OTHER PLACES OUT OF SIGHT.
6. PROVIDE POSITIVE SLOPE ON ALL FLOOR DRAINS, MINIMUM OF1/8” PER
FOOT. SLOPE FLOOR ALL AROUND FROM ADJACENT WALLS TO FLOOR
DRAINS, DO NOT DEPRESS ONLY THE AREA IMMEDIATELY AROUND THE
DRAIN.
7. REFER TO THE MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS
FOR THE LOCATIONS OF PIPING, VENTS, DUCTS, CURBS, FANS AND
OTHER ITEMS WHICH PENETRATE THE ROOF PLANE.
8. DOOR JAMB LOCATION OFF FACE OF WALL IS 4", TYPICAL, UNLESS NOTED
OTHERWISE.
DRAWN BY:CHECKED BY:
SHEET NO:
PROJECT NO:
DATE:
CHAMBERLIN ARCHITECTS
437 Main St.
Grand Junction, Colorado 81501
T 970.242.6804
725 Saint Joseph St., Suite B1
Rapid City, South Dakota 57701
T 605.355.6804
www.chamberlinarchitects.com
E N H A N C I N G E V E R Y D A Y L I V I N G T H R O U G H D E S I G N
C 2016 CHAMBERLIN ARCHITECTSA360://1740 - Pitkin County Ambulance Facility/1740-PCAF_CA.rvt5/20/2019 9:25:13 AMA101
05/09/2018
1740
CASTLE CREEK ROAD
ASPEN, COLORADO
GROUND LEVEL
FLOOR PLAN
PROJECT STATUS: 100% CD
SH JW
ASPEN
AMBULANCE
DISTRICT FACILITY
0'4'8'0'4'8'
A101
GROUND LEVEL FLOOR PLAN1
GENERAL NEW CONSTRUCTION NOTES
4
NO: ISSUED FOR: DATE:
4 RFI-009 08/10/18
15 ASI#06 3/4/19
17 PR#021 3/11/19
20 ASI#07 4/8/19
22 CCD#002 5/20/19
RE: RFI-156. Per RFI-156 the
columns at the storefront along the
north wall of the training room will
be wrapped with brake metal per
the RFI details.
08/13/2019
08/13/2019
ALL OUTDOOR LIGHTING
MUST COMPLY WITH
THE CITY OF ASPEN LIGHTING CODE
SECTION 26.575.150
Per Pre-bid Question#50 - Door opening215 updated tospecify glass.RFI-079 - Wall to be furredout to west to allowplumbing to penetratethrough floor.RFI-083 B23Windows were built at3'-6" in lieu of 3' andB22 was built at 3' inlieu of 3'-6"Per RFI-112 It was alsoconfirmed that a soffit wouldbe installed on the northside of the Day Room on theupper level above the large windows. The soffit isto be built as small aspossible and it has beenadded to conceal thestructural beam.08/13/201908/13/2019ALL OUTDOOR LIGHTINGMUST COMPLY WITH THE CITY OF ASPEN LIGHTING CODESECTION 26.575.150
08/13/201908/13/2019ALL OUTDOOR LIGHTINGMUST COMPLY WITH THE CITY OF ASPEN LIGHTING CODESECTION 26.575.150
..A B C D E G.9 I J
1
2
4
5
6
7
3SLOPE 1 1/2 :12SINGLE PLY ROOF
MEMBRANE ON
PROTECTION BOARD ON
RIGID INSULATION
F
PRE FINISHED MTL GUTTER
& DOWNSPOUTS2
A641
________________________________________
CANOPY BELOW, RE:
0
G
DECK BELOW
CRICKET AT ELEVATOR
ROOF
SLOPE 1/4 :12VTR, RE: PLUMB
VTR, RE: PLUMB
2
A641
________________________________________
ANTENNA MOUNT
PRE-FINISHED METAL
GRAVEL STOP WITH
CONTINUOUS GALV CLEATPRE-FINISHED METAL
GRAVEL STOP WITH
CONTINUOUS GALV CLEAT
GUTTER HIGH POINT
SST PIPE SNOW GUARDS
/2 A141
1
A641
________________________________________
3
A641
________________________________________
3
A641
________________________________________
OPP
4
A641
________________________________________
3.5
9
DOWNSPOUT
9
DOWNSPOUT
GUTTER TRANSITION9
PV ARRAY
27' - 0"6' - 0"4' - 0"63' - 0"
17
ROOF BELOW
1. MINIMUM INSULATION THICKNESS AT INTERNAL ROOF DRAINS SHALL
BE 4 INCHES.
2. PROVIDE POSITIVE DRAINAGE AT ALL AREAS OF ROOF. PONDING OF
WATER IS NOT ACCEPTABLE.
3. SEE REFLECTED CEILING PLANS FOR ADDITIONAL DIMENSIONS.
4. SLOPE ALL GUTTERS TO DOWNSPOUTS MINIMUM 1/16 INCH PER
FOOT.
5. ALL EQUIPMENT CRICKETS SHALL BE SLOPED 1/4 INCH PER FOOT.
G.9 I J
1
2
0
SLOPE 1/4" / 12"
1
A642
________________________________________
PRE-FINISHED
MTL ROOF EDGE
FLASHING
PRE-FINISHED
MTL SCUPPER
1
ASK-03
________________________________________6"DRAWN BY:CHECKED BY:
SHEET NO:
PROJECT NO:
DATE:
CHAMBERLIN ARCHITECTS
437 Main St.
Grand Junction, Colorado 81501
T 970.242.6804
725 Saint Joseph St., Suite B1
Rapid City, South Dakota 57701
T 605.355.6804
www.chamberlinarchitects.com
E N H A N C I N G E V E R Y D A Y L I V I N G T H R O U G H D E S I G N
C 2016 CHAMBERLIN ARCHITECTSA360://1740 - Pitkin County Ambulance Facility/1740-PCAF_CA.rvt3/11/2019 11:32:19 AMA141
March 11, 2019
1740
CASTLE CREEK ROAD
ASPEN, COLORADO
ROOF PLAN
PROJECT STATUS: 100% CD
JW, SH JW
ASPEN
AMBULANCE
DISTRICT FACILITY
0'4'8'0'4'8'
A141
ROOF PLAN1
GENERAL ROOF NOTES
NO: ISSUED FOR: DATE:
9 RFI#018 10/16/18
17 PR#021 3/11/19
0'2'4'0'2'4'
A141
CANOPY ROOF PLAN - REVISED2
Per Pre-bid Question #23 - The
manufacturer of the specified system has
confirmed that there is no concern
regarding corrosion and /or degradation
with the mixture of aluminum stainless
steel materials.
Per Pre-bid Question
#32 - Sheet drained
off the back side.
Per Pre-bid Question
#33 - Reference ADD
#2, ASK-03 and
2/A141. This is a
ponded canopy that
will overflow via
scupper.
Downspout deleted per
RFI-098. Downspout to remain
at grid line G and G.9
Per RFI-140
1. IT IS ACCEPTABLE TO TAPER THE
INSULATION TO DRAIN TOWARDS THE
NORTHWEST CORNER OF THE CANOPY ROOF.
2. THE 1/4" PER FOOT SLOPE IS REQUIRED IN
ORDER TO COMPLY WITH SECTION 1507.12.1
OF THE 2015 IBC. FASCIA HEIGHT IS TO BE
INCREASED ACCORDINGLY TO ACCOMMODATE
THE ADDITIONAL TAPERED INSULATION
REQUIRED.
08/13/2019
08/13/2019
ALL OUTDOOR LIGHTING
MUST COMPLY WITH
THE CITY OF ASPEN LIGHTING CODE
SECTION 26.575.150
4' - 0"30' - 0"12' - 0"
TRAINING
ROOM
104
STORAGE
116
FITNESS
115
READY
ROOM
113
MEDICAL
STORAGE
114
DECON
112
STAIR
303
ELEVATOR
301
ELEC.
105
LOBBY
101
MEN
103
WOMEN
102
APPARATUS
BAY #1
106
APPARATUS
BAY #2
107
APPARATUS
BAY #4
109
APPARATUS
BAY #5
110
APPARATUS
BAY #6
111
APPARATUS
BAY #3
108
4-INCH WIDE STRIPE (TYP)
10' - 0"4' - 0"24' - 0"DRAWN BY:CHECKED BY:
SHEET NO:
PROJECT NO:
DATE:
CHAMBERLIN ARCHITECTS
437 Main St.
Grand Junction, Colorado 81501
T 970.242.6804
725 Saint Joseph St., Suite B1
Rapid City, South Dakota 57701
T 605.355.6804
www.chamberlinarchitects.com
E N H A N C I N G E V E R Y D A Y L I V I N G T H R O U G H D E S I G N
C 2016 CHAMBERLIN ARCHITECTSA360://1740 - Pitkin County Ambulance Facility/1740-PCAF_CA.rvt5/20/2019 2:31:07 PMA151
05/09/2018
1740
CASTLE CREEK ROAD
ASPEN, COLORADO
APPARATUS BAY
STRIPING
DIAGRAM
PROJECT STATUS: 100% CD
Author Checker
ASPEN
AMBULANCE
DISTRICT FACILITY
NO: ISSUED FOR: DATE:
0'4'8'0'4'8'
A151
APPARATUS BAY STRIPING DIAGRAM1
Per PR-026 - Striping paint to be Sherwin Williams Setfast® Acrylic Waterborne Traffic Marking Paint
(TM227, Lead Free Yellow) with broadcasted glass beads for reflective marking.
08/13/2019
08/13/2019
ALL OUTDOOR LIGHTING
MUST COMPLY WITH
THE CITY OF ASPEN LIGHTING CODE
SECTION 26.575.150
Per PR-010 the stairfinish has changed topolished concrete(PCONC)Per RFI-074 the stair treads willbe smooth trowel finish with theepoxy coating per PR-10RE: RFI-104. Per RFI-104 the terminationpoint for the dryfall vs. the wall paint has beendefined for the upper level and lower level.08/13/201908/13/2019ALL OUTDOOR LIGHTINGMUST COMPLY WITH THE CITY OF ASPEN LIGHTING CODESECTION 26.575.150
..ABCDEG.9IJ1245673KITCHEN218DAYROOM216IT211TOILET208MECH/ELEC209CORRIDOR210LIBRARY /REPORTS215CONFERENCE214OFFICE212STOR.213WAITING201OFFICE203OFFICE204OFFICE205FLEX206DINING217PANTRY219UNIFORMLOCKERS221SHOWER227STORAGE228BUNK RM229BUNK RM230BUNK RM231BUNK RM232CORRIDOR224CORRIDOR220MECH223LAUNDRY222SHOWER226P4P1P1P1APCCPT1RUB-P4P1P1P1APCCPT1RUB-P4P1P1P1APCCPT1RUB-P3P1P1MWAPCCPT1RUB-P1P1P1P1OTS-P6PCONCWD-P1P1WDP1OTS-P6PCONCWD-P1P1P1P1OTS - NO PNTCONCRUB-WDP1P1P1OTS - P6PCONCWD-P1P1P1P1APCCPT1RUB-P1P1MWMWAPCCPT1RUB-P1P3MWP1APCCPT1RUB-P1P1P1P1APCCPT 1RUB-P1P1P1P1APCCONCRUB1P1P1P1P1OTS-P2CONCRUB-P1P1P1P1APCCPT1RUB-P1P1P1P1APCPCONCRUB-P1P1P1P3APCCPT2RUB-P1P1P1P3APCCPT2RUB-P1P1P1P3APCCPT2RUB-P1P1P1P3APCCPT2RUB-T2-4/P1T2-4/P1T2-4/P1T2-4/P1P2T1T11T2-4/P1T2-4/P1T2-4/P1T2-4/P1P2T1T11T2-4/P1T2-4/P1T2-4/P1T2-4/P1P2T1T31P1P1P1P1APCCPT2RUB-P1P1P1P1APCCPT2RUB-FPCONCCPT1PCONCCPT1PCONCCPT1CONCCPT2CONCRUB2PCONCCPT 2T1CPT 2T1CPT 2T1CPT1PCONCCPT1CPT1CPT1PCONCCONCT14' - 0"ALIGNCPT 1 OVER PCONCALIGNT2-4/P1T2-4/P1T2-4/P1T2-4/P1P2T1T31P1P1P1P1OTS - NO PNTCONCRUBCPT1CPT2STAIR303P1P1P1P1OTS - P2RUB 2RUBSTAIR302-P1P1P1OTS-P6WD--P1P1WDP1OTS-P6PCONCWD10GDNCONCPCONCPCONCWD3A703________________________________________(WITHOUT DOOR)OPENTO BELOW3.57714141414142424WALL FINISHESP# - CMU OR GYPSUM WALLBOARD W/ PAINT.MW - CLEAR MARKER WALL PAINT OVER GWB PAINTED P1 WITH A LEVEL 5 GWB FINISH. RE: VISUAL DISPLAY SPECIFICATION SECTION.FRP - FIBERGLASS REINFORCED PANEL.T# - TILE.WD - WOOD FEATURE WALL.CEILNG FINISHAPC - SUSPENDED ACOUSTICAL PANEL CEILING GRID AND TILE.P# - GYPSUM WALLBOARD WITH PAINT. OTS - OPEN TO STRUCTURE. PAINT COLOR AS NOTED.FLOOR FINISHESCPT# - CARPETT# - FLOOR TILE.PCONC - POLISHED CONCRETE.CONC - SEALED CONCRETE.RUB - RUBBER ATHLETIC FLOORING.EM - RECESSED ENTRY MAT, RE: SPECS.WD - WOOD STAIR TREADS, RE: SPECS.BASE FINISHEST# - TILE BASE.RUB - RUBBER BASE. WD - WOOD W/ TRANSPARENT FINISH, RE: 5/A611.FINISH NOTES1. PROVIDE EPOXY PAINT ON WALLS AND CEILINGS IN WET AREAS. AMBULANCE BAYS, BATHROOMS, SHOWERS, KITCHEN BACKSPLASH WALL, JANITOR AND DECON.2. PROVIDE FRP AS SHOWN ON ELEVATIONS. PROVIDE TOP AND BOTTOM EDGE TRIM AND DIVISION TRIM, RE: SPECS.3. IMPACT RESISTANCE GWB TO 4'.4. USE 13X20 INCH SIZE TILE IN THE ELEVATOR.5. PROVIDE PWD FOR MOUNTING EQUIPMENT BEHIND DRYWALL ON ALL WALLS (TYP) UP TO 12 FEET.6. SEAL AT JOINT BETWEEN CMU AND CONCRETE FLOOR.CPT1WD1,2P1DHP1P1SATFLOOR FINISHBASE FINISHFINISH NOTESCEILING FINISHWALL FINISH (NORTH, SOUTH, EAST, WEST)NOTE: COLORS, RE: INTERIOR COLOR SCHEDULE A741PATTERN AT WALLS, RE: INTERIOR ELEVATIONS A401-A406PATTERN AT CEILINGS, RE: REFLECTED CEILING PLAN A121-A122FLOOR FINISH TRANSITIONS, RE: A703CORNER GUARDS14DRAWN BY:CHECKED BY:SHEET NO:PROJECT NO:DATE:CHAMBERLIN ARCHITECTS437 Main St.Grand Junction, Colorado 81501T 970.242.6804725 Saint Joseph St., Suite B1Rapid City, South Dakota 57701T 605.355.6804www.chamberlinarchitects.comE N H A N C I N G E V E R Y D A Y L I V I N G T H R O U G H D E S I G NC 2016 CHAMBERLIN ARCHITECTSBIM 360://1740 - Pitkin County Ambulance Facility/1740-PCAF_CA.rvt5/22/2019 8:32:24 AMA16205/09/20181740CASTLE CREEK ROADASPEN, COLORADOUPPER INTERIORFINISH PLANPROJECT STATUS: 100% CDSHCSASPENAMBULANCEDISTRICT FACILITY0'4'8'0'4'8'A162UPPER LEVEL FINISH PLAN1NO: ISSUED FOR: DATE:7 ASI#002 10/3/201814 PR#019 2/8/1924 ASI#009 5/22/19RE: RFI-151. Per RFI-151the shower enclosure will bedeleted and the walls will beT2-4 and the floor will be tileT-1.08/13/201908/13/2019ALL OUTDOOR LIGHTINGMUST COMPLY WITH THE CITY OF ASPEN LIGHTING CODESECTION 26.575.150
A B C D E H I J
1
2
4
5
6
7
3
LOBBY
101
WOMEN
102
MEN
103
TRAINING
ROOM
104 ELEC.
105
APPARATUS
BAY #1
106
APPARATUS
BAY #2
107
APPARATUS
BAY #3
108APPARATUS
BAY #4
109
APPARATUS
BAY #5
110
APPARATUS
BAY #6
111
DECON
112
READY
ROOM
113
MEDICAL
STORAGE
114
FITNESS
115
STAIR
302
ELEVATOR
301
STAIR
303
F
STORAGE
116 (15)NESTED TABLES
(30 STACKED CHAIRS)
0
G
UP
2' - 0"UP
DRAWN BY:CHECKED BY:
SHEET NO:
PROJECT NO:
DATE:
CHAMBERLIN ARCHITECTS
437 Main St.
Grand Junction, Colorado 81501
T 970.242.6804
725 Saint Joseph St., Suite B1
Rapid City, South Dakota 57701
T 605.355.6804
www.chamberlinarchitects.com
E N H A N C I N G E V E R Y D A Y L I V I N G T H R O U G H D E S I G N
C 2016 CHAMBERLIN ARCHITECTSBIM 360://1740 - Pitkin County Ambulance Facility/1740-PCAF_CLOUD.rvt5/9/2018 4:39:42 PMA171
05/09/2018
1740
CASTLE CREEK ROAD
ASPEN, COLORADO
GROUND LEVEL
FURNITURE PLAN -
FOR REFERENCE
ONLY
PROJECT STATUS: 100% CD
SH JW
ASPEN
AMBULANCE
DISTRICT FACILITY
0'4'8'0'4'8'
A171
GROUND LEVEL FURNITURE / EQUIPMENT PLAN (FOR REFERENCE ONLY)1
NO:ISSUED FOR: DATE:
08/13/2019
08/13/2019
ALL OUTDOOR LIGHTING
MUST COMPLY WITH
THE CITY OF ASPEN LIGHTING CODE
SECTION 26.575.150
..A B C D E H I J
1
2
4
5
6
7
3
WAITING
201
OFFICE
203
OFFICE
204
OFFICE
205
FLEX
206
MECH/ELEC
209
CORRIDOR
210
STOR.
213
OFFICE
212
CONFERENCE
214
LIBRARY /
REPORTS
215
PANTRY
219
CORRIDOR
220
UNIFORM
LOCKERS
221
LAUNDRY
222
CORRIDOR
224 SHOWER
225
SHOWER
226
SHOWER
227
BUNK RM
229
BUNK RM
230
BUNK RM
231
BUNK RM
232
STORAGE
228
TOILET
208
IT
211
DAYROOM
216
KITCHEN
218
MECH
223
F
ELEVATIOR
301
DINING
217
0
G
STAIR
303
STAIR
302
DN
OPEN
TO BELOW
DECK
233
DN
DRAWN BY:CHECKED BY:
SHEET NO:
PROJECT NO:
DATE:
CHAMBERLIN ARCHITECTS
437 Main St.
Grand Junction, Colorado 81501
T 970.242.6804
725 Saint Joseph St., Suite B1
Rapid City, South Dakota 57701
T 605.355.6804
www.chamberlinarchitects.com
E N H A N C I N G E V E R Y D A Y L I V I N G T H R O U G H D E S I G N
C 2016 CHAMBERLIN ARCHITECTSBIM 360://1740 - Pitkin County Ambulance Facility/1740-PCAF_CLOUD.rvt5/9/2018 4:39:43 PMA172
05/09/2018
1740
CASTLE CREEK ROAD
ASPEN, COLORADO
UPPER LEVEL
FURNITURE PLAN -
FOR REFERENCE
ONLY
PROJECT STATUS: 100% CD
SH CS
ASPEN
AMBULANCE
DISTRICT FACILITY
0'4'8'0'4'8'
A172
UPPER LEVEL FURNITURE / EQUIPMENT PLAN (FOR REFERENCE ONLY)1
NO:ISSUED FOR: DATE:
08/13/2019
08/13/2019
ALL OUTDOOR LIGHTING
MUST COMPLY WITH
THE CITY OF ASPEN LIGHTING CODE
SECTION 26.575.150
MAIN FLOOR
100' - 0"
UPPER LEVEL
116' - 0"
ABCDEG.9IJ F
B06B07B08 B03
EGRESS EGRESS
CMU BLOCK
METAL; TYPE 2
LOUVERED VENTS; NON-
DUCTED AREAS W/ GRILLS
TO MATCH, RE: MECH
CMU BLOCK
ALUM STOREFRONT
ENTRY
GARAGE DOORS,
RE: SCHED.
METAL; TYPE 1
METAL; TYPE 1
LOUVERED VENTS
FDC
INTAKE HOOD, CENTER ON
BLOCK (TYP OF 3) RE, MECH
KITCHEN HOOD
EXHAUST
ALUM BREAK MTL
COLUMN WRAP
CONC FILLED STL PIPE BOLLARD,
TYP OF 12 (PNT), 36" H x 6" DIA SET IN
12" DIA CONC @ 36" DEEP
PRE FINISHED MTL
ROOF EDGE FLASHING
EXISTING GRADE
FINISHED GRADE,
RE: CIVIL
33' HEIGHT LIMIT
CJ IN CMU CJ IN CMUCJ IN CMU
G
PRE FINISHED MTL &
WD CANOPY
CJ IN CMU
PRE FINISHED MTL DRIP
EDGE SILL FLASHING
PRE FINISHED MTL DRIP
EDGE SILL FLASHING
ALUM STOREFRONT
WINDOW
LIGHT FIXTURE,
RE: ELEC
WATER HEATER
EXHAUSTS, RE: MECH
B07B07B07
B01
B09
10' - 0" MIN SEPARATION
ELECTRICAL OUTLET, RE: ELEC (TYP)HOSE BIB, RE: PLUMB 10' - 0"VENT HOOD, CENTER ON
BLOCK (TYP OF 3) RE, MECH
131' - 10"
T.O. ROOF
113' - 4 1/2"
T.O. CANOPY
1' - 9 3/4"EQEQ
B04
1
5
4 0 3
6" VINYL LETTERS CENTERED
ABOVE THE ENTRY DOOR. COLOR
TO BE SELECTED BY ARCHITECT
FROM STANDARD COLORS. LIGHT
GRAY OR SIMILAR.
1616
3' - 4"12' - 0"1' - 4"12' - 0"
MAIN FLOOR
100' - 0"
UPPER LEVEL
116' - 0"
A B C D E G.9 I JF
B17B18B18B19B20B21
METAL; TYPE 1
ALUM STOREFRONT
WINDOW
METAL; TYPE 2
CMU BLOCK
METAL; TYPE 1
STL GUARDRAIL, SPACE
VERTICALS @ 48" O.C. &
CENTER ON CMU JOINTS
CMU BLOCK
WINDOWS BEYOND ROOF MEMBRANE
CONC SIDEWALK RAMP
FINISH GRADE, RE: CIVIL
EXISTING GRADE
33' HEIGHT LIMIT
CONCRETE SIDEWALK;
RE: CIVIL
STL RAMP HANDRAIL
RE: LAND
CJ IN CMU
G
ELEVATOR OVERRUN
PRE FINISHED MTL DRIP
EDGE SILL FLASHING
RAMP LIGHTS RE: ELEC
TYP3' - 6"CONC RETAINING WALL,
RE: STR. SLOPE TOP (@ 42"
ABV) W/ CIVIL RAMP GRADE
B22
B14
B15
HOSE BIB, RE: PLUMB, CTR
ON LIGHT FIXTURE
ELECTRICAL OUTLET,
RE: ELEC (TYP)
PRE FINISHED MTL
GUTTER & DOWNSPOUTS
109' - 6 3/4"
DOOR SILL
DISCHARGE DOWNSPOUT
ONTO SPLASH BLOCK
ROOF MOUNTED ANTENNA
131' - 10"
T.O. ROOF
126' - 3"
T.O. ROOF
125' - 5"
T.O. ROOF
1
1
17
PV ARRAY
DRAWN BY:CHECKED BY:
SHEET NO:
PROJECT NO:
DATE:
CHAMBERLIN ARCHITECTS
437 Main St.
Grand Junction, Colorado 81501
T 970.242.6804
725 Saint Joseph St., Suite B1
Rapid City, South Dakota 57701
T 605.355.6804
www.chamberlinarchitects.com
E N H A N C I N G E V E R Y D A Y L I V I N G T H R O U G H D E S I G N
C 2016 CHAMBERLIN ARCHITECTSA360://1740 - Pitkin County Ambulance Facility/1740-PCAF_CA.rvt5/20/2019 9:26:10 AMA201
05/09/2018
1740
CASTLE CREEK ROAD
ASPEN, COLORADO
EXTERIOR
ELEVATIONS
PROJECT STATUS: 100% CD
SH, KH JW
ASPEN
AMBULANCE
DISTRICT FACILITY
0'4'8'0'4'8'
A201
NORTH ELEVATION1
0'4'8'0'4'8'
A201
SOUTH ELEVATION2
NO: ISSUED FOR: DATE:
1 Addendum #2 05-25-2018
5 RFI-005 8-13-18
16 PR#020 3/5/19
17 PR#021 3/11/19
22 CCD#002 5/20/19
08/13/2019
08/13/2019
ALL OUTDOOR LIGHTING
MUST COMPLY WITH
THE CITY OF ASPEN LIGHTING CODE
SECTION 26.575.150
UPPER LEVEL
116' - 0"
1245673
MAIN FLOOR FINISH
100' - 0 1/4"
METAL, TYPE 1
CMU BLOCK
ALUM STOREFRONT
WINDOW
METAL, TYPE 2
STL TUBE GUARD RAIL
METAL, TYPE 1
33' HEIGHT LIMIT
ALUM BREAK MTL
COLUMN WRAP
PRE FINISHED MTL &
WD CANOPY
ALUM STOREFRONT
ALUMINUM BREAK MTL
COLUMN WRAP
EXISTING GRADE, RE: CIVIL
FINISHED GRADE RE: CIVIL
0
MECHANICAL UNITS
& GENERATOR, RE:
MECH & ELEC
FURNACE EXHAUSTS,
RE: MECH
ALUM STOREFRONT
WINDOWS
PRE FINISHED MTL SILL
DRIP EDGE FLASHING
LIGHT FIXTURE, RE: ELEC
CMU CONTROL
JOINT
ELEVATOR BEYOND
ADA DOOR OPERATOR
ELECTRICAL OUTLET, RE: ELEC (TYP)
PRE FINISHED MTL FOOR
EDGE FLASHING
131' - 10"
T.O. ROOF
CONC FOUNDATION STEP,
WEEPS & FLASHING ABV
125' - 5"
T.O. ROOF
126' - 3"
T.O. ROOF
113' - 4 1/2"
T.O. CANOPY
1
3.5
403 6" DARK BRONZE ALUM
LETTERS ADJACENT
TO EXTERIOR LIGHT
CENTER ON LIGHT FIXTURE
& BETWEEN HORIZONTAL
MORTAR JOINTS OF 4
BLOCKS
PV ARRAY BEYOND
17
HSS COL, RE:
STRUCT (PNT)
HSS BEAM, RE:
STRUCT (PNT)
ROOF DECK, RE:
STRUCT (PNT)
PRE-FINISHED STANDING
SEAM MTL ROOF
MAIN FLOOR
100' - 0"
UPPER LEVEL
116' - 0"
1 2 4 5 6 73
EGRESSEGRESSEGRESS
METAL; TYPE 1
STL TUBE GUARDRAIL (PNT)
METAL; TYPE 2
CMU BLOCK
FINISH GRADE, RE: CIVIL
33' HEIGHT LIMIT
FROM EXISTING GRADE
EXISTING GRADE, RE: CIVIL
PRE FINISHED MTL ROOF
EDGE FLASHING
0
CJ IN CMU
ELEVATOR BEYOND
ALUM STOREFRONT
WINDOW
PRE FINISHED MTL
SILL DRIP EDGE FLASHING
B23B23
131' - 10"
T.O. ROOF
125' - 5"
T.O. ROOF
WEEPS & FLASHING
B23
1
1
3.5
PV ARRAY
UPPER LEVEL
116' - 0"
5 6 7
ELECTRICAL OUTLET,
RE: ELEC (TYP)
PRE-FINISHED METAL
SILL FLASHING
UPPER LEVEL
116' - 0"
D
B21 B20
UPPER LEVEL
116' - 0"
4567
ELECTRICAL OUTLET,
RE: ELEC (TYP)
DRAWN BY:CHECKED BY:
SHEET NO:
PROJECT NO:
DATE:
CHAMBERLIN ARCHITECTS
437 Main St.
Grand Junction, Colorado 81501
T 970.242.6804
725 Saint Joseph St., Suite B1
Rapid City, South Dakota 57701
T 605.355.6804
www.chamberlinarchitects.com
E N H A N C I N G E V E R Y D A Y L I V I N G T H R O U G H D E S I G N
C 2016 CHAMBERLIN ARCHITECTSA360://1740 - Pitkin County Ambulance Facility/1740-PCAF_CA.rvt3/21/2019 11:44:06 AMA202
March 22, 2019
1740
CASTLE CREEK ROAD
ASPEN, COLORADO
EXTERIOR
ELEVATIONS
PROJECT STATUS: 100% CD
KH JW
ASPEN
AMBULANCE
DISTRICT FACILITY0'4'8'0'4'8'
A202
EAST ELEVATION1
0'4'8'0'4'8'
A202
WEST ELEVATION2
0'4'8'0'4'8'
A202
EXTERIOR ELEVATION - COVERED PATIO - EAST3
0'4'8'0'4'8'
A202
EXTERIOR ELEVATION - COVERED PATIO - NORTH4
0'4'8'0'4'8'
A202
EXTERIOR ELEVATION - COVERED PATIO - WEST5
5
NO: ISSUED FOR: DATE:
1 Addendum #2 05-25-2018
5 RFI-005 8-13-18
17 PR#021 3/11/19
08/13/2019
08/13/2019
ALL OUTDOOR LIGHTING
MUST COMPLY WITH
THE CITY OF ASPEN LIGHTING CODE
SECTION 26.575.150
Per Pre-bid Question#70 - Themanufacturer of thisitem as well as theother storage items inReady Room 113 isbasis-of-design GearGrid Corporation orequivalent. Theseitems are contractorsupplied andinstalled.08/13/201908/13/2019ALL OUTDOOR LIGHTINGMUST COMPLY WITH THE CITY OF ASPEN LIGHTING CODESECTION 26.575.150
RE:PR-018. PR-018 HASADDED VINYL STICKERSTO THE LOCKERS.Per RFI-110 In order to provide the 6"min clear dimension fromthe South side ofcasework to the doorjamb for opening 220 itwas confirmed that door220 is to be relocated 6" to the South.Sizes and layout ofcasework is to remain asoriginally submitted.08/13/201908/13/2019ALL OUTDOOR LIGHTINGMUST COMPLY WITH THE CITY OF ASPEN LIGHTING CODESECTION 26.575.150
08/13/201908/13/2019ALL OUTDOOR LIGHTINGMUST COMPLY WITH THE CITY OF ASPEN LIGHTING CODESECTION 26.575.150
08/13/201908/13/2019ALL OUTDOOR LIGHTINGMUST COMPLY WITH THE CITY OF ASPEN LIGHTING CODESECTION 26.575.150
E F
RADIANT HEATERS @ 15'-0"
AFF (TYP), RE: MECH
EQ EQ
SPEAKER, RE: ELEC
THERMOSTAT, RE: MECH
BAY DOOR OPERATOR
EQ EQ EQ EQ
BAY DOOR OPERATOR, RE: ELEC
POWER OUTLET, RE: ELEC
MATCH LINE
3/A402
STL COLUMNS; RE:
STR (PNT)
CJ IN CMU
G
EQEQ
HORNSTROBE,
RE: ELEC
TURNOUT TIMER,
RE: ELEC
SPEAKER, RE: ELEC
10' - 0"B C D E
MATCH LINE
1/A402
SPEAKER, RE: ELEC
RADIANT HEATERS @ 15'-0"
AFF (TYP), RE: MECH
MECHANICAL EQUIPMENT,
RE: MECH
EQEQEQEQ EQEQ
BAY DOOR OPERATOR, RE:
ELEC
BAY DOOR OPERATOR,
RE: ELEC
FIRE PULL, RE: MECH
EQ EQ
VIDEO MESSAGING
SCREEN, RE: ELEC
POWER OUTLET, RE: ELEC
EQ EQ
BAY DOOR OPERATOR, RE:
ELEC
POWER OUTLET, RE: ELEC
RADIANT HEATERS @ 15'-0"
AFF (TYP), RE: MECH
LIGHTS, RE: ELEC
STL JOIST; RE: STR (PNT)3' - 10"EQ EQEQEQEQEQ
CJ IN CMU CJ IN CMU
SPEAKER, RE: ELEC
TURNOUT TIMER, RE:
ELEC
10' - 0"HORNSTROBE, RE: ELEC
SPEAKER, RE: ELEC
BCD
OVERHEAD DOOR INTO FITNESSEQEQ
UTILITY SINK, RE: PLUMB
HOSE BIB, RE: PLUMB
SIGN TYPE GSIGN TYPE D
SIGN TYPE D
SIGN TYPE D
5' - 0"EXIT
6' - 8"SS-1, RE: MECH
CJ IN CMU
EQEQ
EQEQ
WATER FOUNTAIN W/
BOTTLE FILL, RE: PLUMB
HOSE REEL, RE: PLUMB
EMBEDDED SST HOOK TO
RECEIVE HOSE END
1 2
A01
FRP
FRP SEAM
EQ 4' - 0"EQ
IR-1; RE: MECH
OPEN TO BEYOND
JOIST; RE: STR (PNT)
LIGHTS; RE: ELEC
EXITRE: ELEC
RADIANT HEATERS @
15' AFF (TYP); RE: MECH
HVAC SPLIT SYSTEM;
RE: MECH
EQ EQ
HOSE REEL, RE: PLUMB
6' - 8"EMBEDDED SST HOOK TO
RECEIVE HOSE END
DRAWN BY:CHECKED BY:
SHEET NO:
PROJECT NO:
DATE:
CHAMBERLIN ARCHITECTS
437 Main St.
Grand Junction, Colorado 81501
T 970.242.6804
725 Saint Joseph St., Suite B1
Rapid City, South Dakota 57701
T 605.355.6804
www.chamberlinarchitects.com
E N H A N C I N G E V E R Y D A Y L I V I N G T H R O U G H D E S I G N
C 2016 CHAMBERLIN ARCHITECTSBIM 360://1740 - Pitkin County Ambulance Facility/1740-PCAF_CLOUD.rvt5/9/2018 4:40:25 PMA403
05/09/2018
1740
CASTLE CREEK ROAD
ASPEN, COLORADO
INTERIOR
ELEVATIONS
PROJECT STATUS: 100% CD
SH JW
ASPEN
AMBULANCE
DISTRICT FACILITY
0'2'4'0'2'4'
A403
APPARATUS - NORTH ELEVATION A1
0'2'4'0'2'4'
A403
APPARATUS - NORTH ELEVATION B3
0'2'4'0'2'4'
A403
APPARATUS - SOUTH ELEVATION4
0'2'4'0'2'4'
A403
APPARATUS - EAST ELEVATION2
NO:ISSUED FOR: DATE:
08/13/2019
08/13/2019
ALL OUTDOOR LIGHTING
MUST COMPLY WITH
THE CITY OF ASPEN LIGHTING CODE
SECTION 26.575.150
1 2 3
WALL MOUNTED ART
LIGHT, RE: ELEC
AREA FOR ART
7' - 6"HORN STROBE, RE: ELEC
1' - 0"3 1/2"
BASE; RE: FINISH PLANS
POWER & DATA OUTLETS; RE: ELEC
2' - 0"6' - 1 3/4"
1' - 0"
3" PIPES (COMBUSTION AIR
& EXHAUST), RE: MECH
1' - 5 1/2"11' - 6"
I
LIGHT FIXTURES, RE: ELEC
SIGN TYPE D
EXIT
21' - 0"
19' - 6"
21' - 0"
22' - 0"22' - 0"
RE: ELEC
EQEQ
HI
BUILDING DIRECTORY
AND / OR DIRECTIONAL
SIGNAGE, SIGN TYPE F
ELEVATOR
CALL BUTTON
3' - 5 3/4"3' - 3 3/4"
SIGN
TYPE E
EQEQ
CARD
READER
12
6 1/4"
A01
A05
LIGHT FIXTURES, RE: ELEC
SIGN TYPE A
SIGN TYPE B
SIGN TYPE D
WALL BASE, RE: FIN SCHED 9' - 0"LOUVER; RE:
MECH3" PIPES (COMBUSTION
AIR & EXHAUST), RE:
MECH
A611
5
EQ EQ
ADA DOOR OPERATOR, RE: ELEC
LOUVER, RE:
MECH
EQ EQ
EF
FRP
FRP SEAM
(TYP)
4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 1 3/4"
ALUM BRK MTL
COLUMN
WRAP
MECHICAL
EQUIPMENT,
RE: MECH
BOLLARD
(TYP)
3
FRP
HVAC SPLIT SYSTEM;
RE: MECH
EQ
FRP SEAM
(TYP)
DRAWN BY:CHECKED BY:
SHEET NO:
PROJECT NO:
DATE:
CHAMBERLIN ARCHITECTS
437 Main St.
Grand Junction, Colorado 81501
T 970.242.6804
725 Saint Joseph St., Suite B1
Rapid City, South Dakota 57701
T 605.355.6804
www.chamberlinarchitects.com
E N H A N C I N G E V E R Y D A Y L I V I N G T H R O U G H D E S I G N
C 2016 CHAMBERLIN ARCHITECTSBIM 360://1740 - Pitkin County Ambulance Facility/1740-PCAF_CLOUD.rvt5/9/2018 4:40:27 PMA404
05/09/2018
1740
CASTLE CREEK ROAD
ASPEN, COLORADO
INTERIOR
ELEVATIONS
PROJECT STATUS: 100% CD
SH JW
ASPEN
AMBULANCE
DISTRICT FACILITY
0'2'4'0'2'4'
A404
LOBBY - EAST4
0'2'4'0'2'4'
A404
LOBBY - NORTH5
0'2'4'0'2'4'
A404
LOBBY - SOUTH3
0'2'4'0'2'4'
A404
LOBBY - WEST6
0'2'4'0'2'4'
A404
APPARATUS - SOUTH PARTIAL ELEVATION2
0'2'4'0'2'4'
A404
APPARATUS - EAST PARTIAL ELEVATION1
NO:ISSUED FOR: DATE:
RE: RFI-100. Per RFI-100THE FRP to extend to
the bottom of the steel beam. The Epoxy Paint will
then from top of FRP to bottom of deck.
08/13/2019
08/13/2019
ALL OUTDOOR LIGHTING
MUST COMPLY WITH
THE CITY OF ASPEN LIGHTING CODE
SECTION 26.575.150
4 5
FILLER
1' - 3"2' - 0"2' - 0"3' - 3"1' - 3"1/2"2' - 6"1' - 8"2' - 10"4
A621
________________________________________
1
A621
________________________________________12
A622
________________________________________
9
A622
________________________________________7' - 0"EQ EQ1' - 6"1' - 0"EXIT
RE: ELEC
SIGNAL BOX; RE: ELEC
SIM, GWB
SOFFIT
SIM, GWB
SOFFIT
7
A621
________________________________________
UC REF
(TYP)
F
MANUAL ROLLER BLACKOUT SHADES
W/ BLACK OUT SIDE CHANNELS, (TYP)
ALUM BREAK MTL COLUMN WRAP
EXIT
RE: ELEC
BASE; RE: FINISH PLANOUTLET PLACEMENT TO COORDINATE
WITH FURNITURE (TYP OF 5)
CENTER IN
BLOCK (TYP)
G
TOP COURSE OF
CMU TO BE SOLID W/
BULLNOSE EDGES
3 1/4"3' - 4 1/2"4' - 7 3/4"4' - 0"4' - 0"
EQEQ
A02A03A03
EQEQF
SWITCH
SIGN TYPE DOUTLET PLACEMENT
TO COORDINATE WITH
FURNITURE (TYP OF 5)
STROBE, RE: ELEC
3 1/4"4' - 0"4' - 0"4' - 0"4' - 0"
G45
MAGNETIC PRESENTATION
WALL (MARKER AND
PROJECTION)
A04
6"4"6"EQEQROLLER SHADE,
RE: SPECS
3
EQ EQ
PORTRAIT WALL
EQ 2' - 0".2' - 0"2' - 0"2' - 0"2' - 0"EQ
2
A611
________________________________________
1
A611
________________________________________
JOINTS JOINTS
STL 3"X3"X3/16"
TUBE CORNER
(PNT) PWD W/ WD
VENEER
WD SLATS ON WD
FRM'G W/
ACCOUSTICAL
BACKING
UPPER DESCENDING
ROW TO OVERLAP @
JOINTS
BASE; RE: FINISH PLANS
EA-1, RE: MECH
125' - 11 1/4"
124' - 8 1/4"
7' - 0"2' - 6"5' - 0"3" PIPES
(COMBUSTION AIR &
EXHAUST), RE: MECH
WD FRAME
BEYOND,
(TYP)
EQ2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"10 1/4"3' - 1 3/4"2' - 0"2' - 0"EQ
JOINT JOINT JOINT JOINT JOINTBASE; RE: FINISH PLAN
STL 3"X3"X3/16"
TUBE CORNER
(PNT) PWD W/ WD
VENEER
WD SLATS ON STL
FRM'G W/ ACCOUSTICAL
BACKING
SIGN TYPE D
G
WD FRAME
BEYOND, (TYP)
3
5' - 6"EQ EQ
WALL
MOUNTED
TV
1
A611
________________________________________
EQ 2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"EQ
2
A611
________________________________________
125' - 11 1/4"
STL 3"X3"X3/16"
TUBE CORNER
(PNT)
WD SLATS ON WD
FRM'G W/
ACCOUSTICAL
BACKING
POWER & DATA
OUTLET; RE: ELEC
UPPER DESCENDING
ROW TO OVERLAP @
JOINTS (TYP)
JOINT JOINTEQEQEQEQ
BASE; RE: FINISH PLANS
124' - 8 1/4"
DUCT; RE: MECH
2' - 6"5' - 0"7' - 0"
RA-2, RE: MECH
11' - 0"WD FRAME
BEYOND, (TYP)
EF
2
A611
________________________________________
1' - 2 3/4"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"3' - 5 3/4"1' - 4 1/4"3' - 5 3/4"EQ EQ EQ
JOINT JOINT JOINT JOINT JOINT
SIGN TYPE D
SIGN TYPE A
WD SLATS ON WD
FRM'G W/ ACCOUSTICAL
BACKING
STL 3"X3"X3/16" TUBE CORNER
(PNT) W/ WD VENEER
BASE; RE: FINISH PLAN
G WD FRAME
BEYOND, (TYP)
WD SLAT SEAM (TYP)
DRAWN BY:CHECKED BY:
SHEET NO:
PROJECT NO:
DATE:
CHAMBERLIN ARCHITECTS
437 Main St.
Grand Junction, Colorado 81501
T 970.242.6804
725 Saint Joseph St., Suite B1
Rapid City, South Dakota 57701
T 605.355.6804
www.chamberlinarchitects.com
E N H A N C I N G E V E R Y D A Y L I V I N G T H R O U G H D E S I G N
C 2016 CHAMBERLIN ARCHITECTSBIM 360://1740 - Pitkin County Ambulance Facility/1740-PCAF_CLOUD.rvt5/9/2018 4:40:28 PMA405
05/09/2018
1740
CASTLE CREEK ROAD
ASPEN, COLORADO
INTERIOR
ELEVATIONS
PROJECT STATUS: 100% CD
SH JW
ASPEN
AMBULANCE
DISTRICT FACILITY
0'2'4'0'2'4'
A405
TRAINING ROOM - EAST1
0'2'4'0'2'4'
A405
TRAINING ROOM - NORTH2
0'2'4'0'2'4'
A405
TRAINING ROOM - SOUTH3
0'2'4'0'2'4'
A405
TRAINING ROOM - WEST4
0'2'4'0'2'4'
A405
FEATURE WALL EAST5
0'2'4'0'2'4'
A405
FEATURE WALL SOUTH6
0'2'4'0'2'4'
A405
FEATURE WALL WEST7
0'2'4'0'2'4'
A405
FEATURE WALL - NORTH8
NO:ISSUED FOR: DATE:
Per RFI-141 it was
confirmed that the (3) type
F light fixtures will be
deleted and (1) 72" long
LAR3 light fixture
will be added at this
location. The LAR3 light
fixture is to be wall mounted
at 7'-0" AFF to the "Portrait
Wall" per interior elevation
5 on sheet A405.7'-0"08/13/2019
08/13/2019
ALL OUTDOOR LIGHTING
MUST COMPLY WITH
THE CITY OF ASPEN LIGHTING CODE
SECTION 26.575.150
6
FEP
UC REF
FEP
9
A622
________________________________________
12
A622
________________________________________
3
A621
________________________________________
7
A621
________________________________________
7
A622
________________________________________
4
A622
________________________________________
FILLER 2' - 0"2' - 9"1' - 6"1' - 6"2' - 6"1' - 7"9"2' - 6"1' - 8"2' - 10"2' - 1 1/2"2' - 9"1' - 6"1' - 6"2' - 6"1' - 7"6"CYPHER LOCK
(TYP OF 5)
APROXIMATE
AREA OF
COUNTERTOP
MEDICATION
DISPENSER
OUTLINE OF
DOOR OPEN
BASE, RE: FIN PLANS
4' - 6"
WIRE SHELVING W/ BINS,
RE: FURNITURE PLANS
6
BASE, RE: FIN PLANS
3' - 0"2' - 6"
C
LIGHT FIXTURES, RE: ELEC
DEEP WALL MOUNT OPEN
LOCKERS W/ POWER BAR
DEEP WALL MOUNT OPEN
LOCKERS W/O POWER BAR
DEEP WALL MOUNT OPEN
LOCKERS W/ BACKBOARD
RACK AND BASKET
6' - 0"1' - 0"JUNCTION BOXES @ POWER
BAR LOCATIONS , RE: ELEC
C
(6) 24" X 36" DEEP WALL
MOUNT OPEN LOCKERS W/
TOPSIDE STORAGE SHELF
LIGHT FIXTURES, RE: ELEC
AIR RETURN, MATCH HEIGHT
OF LIGHTS, RE: MECH
5 6
LIGHT FIXTURES, RE: ELEC
AIR RETURN, MATCH HEIGHT
OF LIGHTS, RE: MECH
(4) 24" X 36" DEEP WALL
MOUNT OPEN LOCKERS
W/ TOPSIDE STORAGE
SHELF
7' - 0"MOBILE 02
CYLINDER
SYSTEM
56
4"6' - 0"8"(3) 6' X 2' WALL MOUNT SLINGER TOOL
GRID PANEL W/ SLINGER TOPSIDE
WALL MOUNT SHELF ABOVE
BASE, RE: FIN PLANS
OXYGEN STORAGE ENCLOSURE,
PROVIDE DOORS, TOPSIDE
SHELF, AND ONE SHELF ABOVE
TANKS. OMIT BOTTOM SHELF
SO TANKS CAN REST ON FLOOR
EQEQEQEQ
STANDARDS AND BRACKETS,
(TYP) RE: SPECS. PROVIDE
BLOCKING
6 MELAMINE ADJUSTABLE SHELVES,
CONNECT AT SHELF SEAMS FOR
STABILITY (TYP)
2' - 0"
12
CONNECT SHELVES WHERE THEY MEET
AT CORNER FOR STABILITY (TYP)
BASE; RE: FINISH PLAN
2' - 0 1/2"
I
5
A611
________________________________________
STL BEAM, RE: STR (PNT P6)
STL CHANNEL, PNT P6
WD SLATS (TYP of 15)
WELDED STL ANGLE
FRAME, PNT P6
STL 2" X 1/4" PLATE
VERTICAL WELDED TO STL
ANGLE, PNT P6 (TYP OF 3)
DRAWN BY:CHECKED BY:
SHEET NO:
PROJECT NO:
DATE:
CHAMBERLIN ARCHITECTS
437 Main St.
Grand Junction, Colorado 81501
T 970.242.6804
725 Saint Joseph St., Suite B1
Rapid City, South Dakota 57701
T 605.355.6804
www.chamberlinarchitects.com
E N H A N C I N G E V E R Y D A Y L I V I N G T H R O U G H D E S I G N
C 2016 CHAMBERLIN ARCHITECTSBIM 360://1740 - Pitkin County Ambulance Facility/1740-PCAF_CA.rvt10/18/2018 11:30:54 AMA406
OCTOBER 16,
2018
1740
CASTLE CREEK ROAD
ASPEN, COLORADO
INTERIOR
ELEVATIONS
PROJECT STATUS: 100% CD
SH JW
ASPEN
AMBULANCE
DISTRICT FACILITY
0'2'4'0'2'4'
A406
MEDICAL STORAGE - WEST1
0'2'4'0'2'4'
A406
MEDICAL STORAGE - SOUTH2
0'2'4'0'2'4'
A406
MEDICAL STORAGE - NORTH3
0'2'4'0'2'4'
A406
MEDICAL STORAGE - EAST4
0'2'4'0'2'4'
A406
READY ROOM - NORTH5
0'2'4'0'2'4'
A406
READY ROOM - SOUTH6
0'2'4'0'2'4'
A406
READY ROOM - EAST7
0'2'4'0'2'4'
A406
READY ROOM - WEST8
0'2'4'0'2'4'
A406
PANTRY 219 - NORTH9
0'2'4'0'2'4'
A406
PANTRY 219 - WEST10
0'2'4'0'2'4'
A406
WAITING 201 - NORTH IE11
NO: ISSUED FOR: DATE:
10 RFI#043 10/18/18
10
RE: RFI-106. Per RFI-106
the countertop to be 27"
deep in this location in lieu
of 25 1/2".
08/13/2019
08/13/2019
ALL OUTDOOR LIGHTING
MUST COMPLY WITH
THE CITY OF ASPEN LIGHTING CODE
SECTION 26.575.150
Per Pre-bid Question #73 - The interior elevations 5&7 - Tackboardsurface - This will be addressed in ADD #3RFI-016 has clarified the type of material to be used for tack boards.PR-10 has also added further specifications.08/13/201908/13/2019ALL OUTDOOR LIGHTINGMUST COMPLY WITH THE CITY OF ASPEN LIGHTING CODESECTION 26.575.150
MAIN FLOOR
100' - 0"
UPPER LEVEL
116' - 0"
12
A731
7
A731
1
ALUM STOREFRONT WINDOW
CMU VENEER OVER STEEL STUDS
1x6 WD SOFFIT
ALUM STOREFRONT ENTRY
CONC FILLED STL BOLLARD (PTD)
CONC SIDEWALK. SLOPE
AWAY FROM DOOR, RE: CIVIL
LIGHT FIXTURE. RE: ELEC
LIGHT FIXTURE. RE: ELEC
VERTICAL METAL SIDING
0
EQ EQ
ADA DOOR OPERATOR
A642
1
SINGLE PLY ROOF MEMBRANE ON 1/2"
COVER BOARD ON TAPERED RIGID
INSULATION
PRE FINISHED MTL FLAT LOCK
SEAM FASCIA
PRE FINISHED MTL ROOF EDGE FLASHING
PERIMETER DRAIN W/ FILTER
FABRIC, RE: CIVIL
RIGID PERIMETER INSULATION
PRE FINISHED MTL THRU WALL FLASHING & WEEPS
PRE FINISHED MTL SILL FLASHING
CONC FOUNDATION W/
DAMPPROOFING, RE: STR
5
7
STL BEAM & JOISTS, RE: STR (PNT)
PRE FINISHED MTL ROOF EDGE FLASHING
SINGLE PLY ROOF MEMBRANE ON 1/2"
COVER BOARD ON RIGID INSULATIONA641
1
LOBBY
101
131' - 10"
T.O. ROOF
128' - 0"
WINDOW HEAD
119' - 5 1/2"
WINDOW SILL
111' - 7 1/4"
WINDOW HEAD
A601
1
1
MAIN FLOOR
100' - 0"
UPPER LEVEL
116' - 0"
5
STAIR
302
STAIR
302
RIGID PERIMETER INSULATION
SINGLE PLY ROOF MEMBRANE ON 1/2"
COVER BOARD ON RIGID INSULATION
STL BEAM & JOISTS, RE: STR
PERIMETER DRAIN W/ FILTER FABRIC,
RE: CIVIL
CONC FOUNDATION W/ DAMPPROOFING,
RE: STR
SST SNOW GUARDS
PRE FINISHED MTL GUTTER
ALUM STOREFRONT WINDOW
PRE FINISHED ALUM BRK MTL SOFFIT
& DRIP EDGE FLASHING
PRE FINISHED MTL SILL FLASHING
7
7
7
CONC & STL PAN STAIRS W/ WD TREADS
CONC SIDEWALK, RE: CIVIL
ALUM STOREFRONT WINDOW
PRE FINISHED MTL SILL FLASHING
A641
2
A731
3
126' - 3"
T.O. ROOF
123' - 0"
WINDOW HEAD
114' - 3"
WINDOW HEAD
108' - 3"
WINDOW SILL
A601
1
A652
5
A731
7
1
MAIN FLOOR
100' - 0"
UPPER LEVEL
116' - 0"
J
A641
3
5
7
SLOPE
PRE FINISHED MTL ROOF EDGE
SINGLE PLY ROOF MEMBRANE ON 1/2"
COVER BOARD ON RIGID INSULATION
ALUM STOREFRONT WINDOW
PRE FINISHED ALUM BRK MTL SOFFIT
& DRIP EDGE FLASHING
STL BEAM, RE: STR
1-5/8" MTL STUD FRM'G @ 16" O.C. IN
BEAM FLANGES
PRE FINISHED MTL SILL FLASHING
A731
1
PRE FINISHE MTL SUPPER
FLASHING
PRE FINISHED THRU WALL MTL FLASHING &
WEEPS
1x6 WD SOFFIT
SINGLE PLY ROOF MEMBRANE ON 1/2" COVER
BOARD ON TAPERED RIGID INSULATION
PRE FINISHED MTL FLAT LOCK
SEAM FASCIA
CONT STEM WALL, RE: STR. SLOPE TOP TO
DRAIN WATER, CHAMFER EXPOSED EDGES 3/4"
CONC SIDEWALK. SLOPE
AWAY FROM DOOR, RE: CIVIL
PERIMETER DRAIN W/ FILTER
FABRIC, RE: CIVIL
RIGID PERIMETER INSULATION
CONC FOUNDATION W/
DAMPPROOFING, RE: STR
ALUM STOREFRONT
A643
1
LOBBY
101
SLOPES
T.O. ROOF
SLOPES
WINDOW HEAD
119' - 5 1/2"
WINDOW SILL
111' - 7 3/4"
WINDOW HEAD
A601
1
100' - 3"
WINDOW SILL
A731
7
DRAWN BY:CHECKED BY:
SHEET NO:
PROJECT NO:
DATE:
CHAMBERLIN ARCHITECTS
437 Main St.
Grand Junction, Colorado 81501
T 970.242.6804
725 Saint Joseph St., Suite B1
Rapid City, South Dakota 57701
T 605.355.6804
www.chamberlinarchitects.com
E N H A N C I N G E V E R Y D A Y L I V I N G T H R O U G H D E S I G N
C 2016 CHAMBERLIN ARCHITECTSA360://1740 - Pitkin County Ambulance Facility/1740-PCAF_CA.rvt3/21/2019 11:42:14 AMA511
March 22, 2019
1740
CASTLE CREEK ROAD
ASPEN, COLORADO
WALL SECTIONS
PROJECT STATUS: 100% CD
PH DG
ASPEN
AMBULANCE
DISTRICT FACILITY
0'1'2'0'1'2'
A511
WALL SECTION - NORTH/EAST ENTRY2
0'1'2'0'1'2'
A511
WALL SECTION - SOUTH @ STAIR 3023
0'1'2'0'1'2'
A511
WALL SECTION - EAST1
NO: ISSUED FOR: DATE:
1 Addendum #2 05-25-2018
RE: RFI-020
Per RFI-020 provide
pre-finished metal through wall
flashing at all locations
08/13/2019
08/13/2019
ALL OUTDOOR LIGHTING
MUST COMPLY WITH
THE CITY OF ASPEN LIGHTING CODE
SECTION 26.575.150
MAIN FLOOR
100' - 0"
UPPER LEVEL
116' - 0"
456
A601
11
1-5/8" MTL STUD FRM'G @ 16" O.C. W/ BATT
INSULATION CONT IN BEAM FLANGE
STL BEAM, RE: STR
STL FLOOR JOIST, RE: STR
HOSE REEL
CONC ROOF PAVERS ON PEDESTALS
ALUM STOREFRONT WINDOW
STL BEAM, RE: STR
BASE, RE: FIN PLAN
1x6 WD SOFFIT ON 7/8" MTL
FURRING @ 16" O.C
1
A644
________________________________________
A731
6
A644
4
2C
6A
A643
2
3-5/8" MTL STUD FRM'G @ 16" O.C. IN BEAM
FLANGES
PRE FINISHED BRK MTL SOFFIT & DRIP
EDGE FLASHING
KITCHEN
218
APPARATUS
BAY #4
109
READY
ROOM
113
125' - 5"
T.O. ROOF
123' - 0"
B.O. SOFFIT
123' - 2"
WINDOW HEAD
1
MAIN FLOOR
100' - 0"
UPPER LEVEL
116' - 0"
7
FOUNDATION DAMPPROOFING (TYP)
RIGID PERIMETER INSULATION
CONC FOUNDATION, RE: STR
THRU WALL MASONRY WEEPS
& GALV MTL FLASHING
PAINTED STL HANDRAIL RE: LAND
STL FLOOR JOIST, RE: STR
PRE FINISHED MTL PARAPET COPING W/
CONT CLEAT
STL TUBE GUARDRAIL (PNT)
RAMP CONC RE; TO CIVIL
STANDARD CMU FOR BRICK LEDGE
FINISHED CMU ABOVE GRADE
GROUT CAVITY SOLID BELOW WEEP
FLASHING
A601
1
A644
3
9
PERIMETER DRAIN W/ FILTER FABRIC, RE: CIVIL
CONC ROOF PAVERS ON PEDESTALS
SINGLE PLY ROOF MEMBRANE ON 1/2" COVER
BOARD ON HIGH DENSITY RIGID INSULATION
READY
ROOM
113
SIM
A601
4
MAIN FLOOR
100' - 0"
UPPER LEVEL
116' - 0"
1
A731
1
A601
1
A702
5
CONC FILLED BOLLARD (PNT)
CONC DRIVE WITH SNOWMELT, RE: CIVIL
0
5
11
7
A733
2
A641
1
OFFICE
204
APPARATUS
BAY #1
106
INSULATED SECTIONAL GARAGE DOOR
PRE FINISHED MTL ROOF EDGE
SINGLE PLY ROOF MEMBRANE ON 1/2"
COVER BOARD ON RIGID INSULATION
ALUM STOREFRONT WINDOW
PRE FINISHED ALUM BRK MTL SOFFIT
& DRIP EDGE FLASHING
STL BEAM, RE: STR
PRE FINISHED MTL SILL FLASHING
LOUVER, NON-DUCTED, RE: MECH
SAG CLG, RE: RCP
STL BEAM, RE: STR
1/2" PWD & RIGID INSULATION
131' - 10"
T.O. ROOF
128' - 1"
T.O. LOUVER
125' - 1 1/4"
WINDOW HEAD
119' - 5 1/2"
WINDOW SILL
112' - 0"
DOOR HEAD
WALL BASE, RE: FIN PLAN
RIGID PERIMETER INSULATION
PERIMETER DRAIN W/ FILTER FABRIC,
RE: CIVIL
CONC FOUNDATION W/ DAMPPROOFING,
RE: STR
1
DRAWN BY:CHECKED BY:
SHEET NO:
PROJECT NO:
DATE:
CHAMBERLIN ARCHITECTS
437 Main St.
Grand Junction, Colorado 81501
T 970.242.6804
725 Saint Joseph St., Suite B1
Rapid City, South Dakota 57701
T 605.355.6804
www.chamberlinarchitects.com
E N H A N C I N G E V E R Y D A Y L I V I N G T H R O U G H D E S I G N
C 2016 CHAMBERLIN ARCHITECTSA360://1740 - Pitkin County Ambulance Facility/1740-PCAF_CA.rvt3/21/2019 11:41:35 AMA512
March 22, 2019
1740
CASTLE CREEK ROAD
ASPEN, COLORADO
WALL SECTIONS
PROJECT STATUS: 100% CD
PH DG
ASPEN
AMBULANCE
DISTRICT FACILITY
0'1'2'0'1'2'
A512
WALL SECTION - SOUTH @ DECK2
0'1'2'0'1'2'
A512
WALL SECTION - NORTH 11
NO: ISSUED FOR: DATE:
1 Addendum #2 05-25-2018
RE:RFI-024
Per RFI-024 dampproofing is
not required at this location.
RE: RFI-089. Per RFI-086 the
soffit is dropped to align with the
head of the storefront window.
Soffit to be flat not sloped.
08/13/2019
08/13/2019
ALL OUTDOOR LIGHTING
MUST COMPLY WITH
THE CITY OF ASPEN LIGHTING CODE
SECTION 26.575.150
MAIN FLOOR
100' - 0"
UPPER LEVEL
116' - 0"
1 0
A733
3
A641
1
CONC FILLED BOLLARD, PNT
7
11
PRE FINISHED MTL ROOF EDGE
SINGLE PLY ROOF MEMBRANE ON 1/2"
COVER BOARD ON RIGID INSULATION
ALUM STOREFRONT WINDOW
PRE FINISHED ALUM BRK MTL SOFFIT
& DRIP EDGE FLASHING
STL BEAM, RE: STR
PRE FINISHED MTL SILL FLASHING
LOUVER, RE: MECH
SAG CLG, RE: RCP
BUNK RM
229
APPARATUS
BAY #6
111
7
STL BEAM, RE: STR
A702
5
INSULATED SECTIONAL GARAGE DOOR
PERIMETER DRAIN W/ FILTER
FABRIC, RE: CIVIL
RIGID PERIMETER INSULATION
CONC FOUNDATION W/
DAMPPROOFING, RE: STR
131' - 10"
T.O. ROOF
128' - 1"
T.O. LOUVER
125' - 1 1/4"
WINDOW HEAD
119' - 5 1/2"
WINDOW SILL
112' - 0"
DOOR HEAD
A601
1
A601
7
SIM
A731
2
1
MAIN FLOOR
100' - 0"
UPPER LEVEL
116' - 0"
A
A601
7
A601
5
A601
9
SAG CLG, RE: RCP
STL JOIST, RE: STR
PRE FINISHED MTL FLASHING W/
CONT CLEAT
WALL BASE, RE: FIN PLAN
THRU WALL MASONRY
WEEPS & GALV MTL
FLASHING
PERIMETER DRAIN W/ FILTER
FABRIC, RE:CIVIL
RIGID PERIMETER INSULATION
CONC FOUNDATION WALL W/
DAMPPROOFING, RE: STR
A601
1
GRADE, RE: CIVIL
A601
4
SIM
PRE FINISHED BRK MTL SOFFIT
& DRIP EDGE FLASHING
STL SHELF ANGLE, RE: STR
PRE FINISHED MTL ROOF EDGE
FLASHING
SINGLE PLY ROOF MEMBRANE
ON 1/2" COVER BOARD ON RIGID
INSULATION
7
1-5/8" MTL STUDS @ 16" O.C. IN
BEAM FLANGE
6
9A
BUNK RM
231
APPARATUS
BAY #6
111
A641
3
SLOPES
T.O. ROOF
123' - 0"
T.O. WALL RECESS
119' - 5 1/4"
B.O. WALL RECESS
7
MAIN FLOOR
100' - 0"
UPPER LEVEL
116' - 0"
67
A601
6
A601
9
A601
2
RIGID PERIMETER INSULATION
THRU WALL
MASONRY
WEEPS & GALV
MTL FLASHING
CONC SOG (RE: STR)
ON VAPOR BARRIER
MTL STUD SLIP TRACK
@ JOIST ATTACHMENT
1-5/8" MTL STUD W/ FRM'G @
16" O.C. W/ BATT INSULATION
IN BEAM FLANGE
STL BEAM, RE: STR
STL FLOOR
JOIST, RE: STR
GWB SOFFIT ON 3-5/8" MTL
STUD FRM'G @ 16" O.C.
SAG CLG, RE: RCP
5
6
7
SINGLE PLY ROOF MEMBRANE ON 1/2"
COVER BOARD ON RIGID INSULATION
SAG CLG, RE: RCP
STL BEAM & JOISTS, RE: STR
WALL BASE, RE: FIN PLAN
FLOOR FINISH, RE: FIN PLAN
RETAINING WALL, RE: STR.
CHAMFER CORNERS 3/4"
CONC RAMP, RE: CIVIL
RAMP HANDRAIL RE: LAND.
GRAVEL WITH AREA
DRAIN, RE: CIVIL
A641
2
PERIMETER DRAIN W/ FILTER FABRIC, RE: CIVIL
CONC FOUNDATION W/ DAMPPROOFING, RE: STR
PRE FINISHED BRK MTL SOFFIT & DRIP
EDGE FLASHING
PRE FINISHED MTL SILL FLASHING
SST SNOW GUARDS
PRE FINISHED MTL GUTTER
CONFERENCE
214
TRAINING
ROOM
104
A601
1
SIM
119' - 5 1/2"
B.O. WALL RECESS
123' - 0"
T.O. WALL RECESS
125' - 5"
T.O. ROOF
1
PRE-FINISHED MTL GUTTER
HSS BEAM, RE: STRUCT (PNT)
HSS COL BEYOND, RE:
STRUCT (PNT)
HSS BEAM, RE: STRUCT (PNT)
ROOF DECK, RE: STRUCT (PNT)
PRE-FINISHED STANDING SEAM
MTL ROOF PNL ON ROOFING
UNDERLAYMENT ON CONT ICE &
WATER SHIELD ON 1/2" PT PWD
ON 1-1/2" RIGID INSULATION
CU-2
12
1-1/2
SST SNOW GUARD
PRE-FINISHED MTL DOWNSPOUT
1' - 9"7"
A653
7
SIM
16
DRAWN BY:CHECKED BY:
SHEET NO:
PROJECT NO:
DATE:
CHAMBERLIN ARCHITECTS
437 Main St.
Grand Junction, Colorado 81501
T 970.242.6804
725 Saint Joseph St., Suite B1
Rapid City, South Dakota 57701
T 605.355.6804
www.chamberlinarchitects.com
E N H A N C I N G E V E R Y D A Y L I V I N G T H R O U G H D E S I G N
C 2016 CHAMBERLIN ARCHITECTSA360://1740 - Pitkin County Ambulance Facility/1740-PCAF_CA.rvt3/11/2019 11:26:31 AMA513
March 11, 2019
1740
CASTLE CREEK ROAD
ASPEN, COLORADO
WALL SECTIONS
PROJECT STATUS: 100% CD
PH DG
ASPEN
AMBULANCE
DISTRICT FACILITY
0'1'2'0'1'2'
A513
WALL SECTION - NORTH 21
0'1'2'0'1'2'
A513
WALL SECTION - WEST3
0'1'2'0'1'2'
A513
WALL SECTION - SOUTH @ TRAINING 1042
NO: ISSUED FOR: DATE:
1 Addendum #2 05-25-2018
17 PR#021 3/11/19
RE:RFI-024
Waterproofing only
required at this location.
08/13/2019
08/13/2019
ALL OUTDOOR LIGHTING
MUST COMPLY WITH
THE CITY OF ASPEN LIGHTING CODE
SECTION 26.575.150
CONC FOUNDATION,
RE: STR
RIGID PERIMETER
INSULATION
FOUNDATION
WATERPROOFING
CONC DRIVEWAY W/
SNOWMELT, RE: CIVIL
CONT GALV MTL THRU
WALL FLASHING & WEEPS
1" RIGID INSULATION @
SNOWMELTED SLAB EDGE
& 2" BELOW SLAB
WEATHER BARRIER
FLASHING OVER MTL
FLASHING FLANGE
5
CONT SEALANT (TYP)
6
CONC FOUNDATION
WALL, RE: STR
RIGID PERIMETER
INSULATION
FOUNDATION
WATERPROOFING
CAPILARY BREAK
PERIMETER FOUNDATION
DRAIN W/ FILTER FABRIC,
RE: CIVIL
7
6 WEATHER BARRIER FLASHING, LAP
6" DOWN WALL & 3" UP BEHIND MTL
DRIP FLASHING
PRE FINISHED MTL DRIP FLASHING
W/ HEMMED EDGE
PRE FINISHED MTL EDGE CAP W/
WEEP HOLES, RIVET TO MTL PANEL
@ 12" O.C. W/ CONT SEALANT TAPE
THERMALLY BROKEN 'C' GIRT W/
WEEP HOLES
WEATHER BARRIER FLASHING, LAP
OVER MTL SILL FLASHING FLANGE
LAP WEATHER BARRIER OVER
WEATHER BARRIER FLASHING
PRE FINISHED MTL EDGE CAP, RIVET
TO MTL PANEL @ 12" O.C. W/ CONT
SEALANT TAPE
6
PRE FINISHED MTL CORNER
W/ HEMMED EDGES
RIVET CONNECTION @ 12"
O.C. W/ CONT SEALANT TAPE
THERMALLY BROKEN
'C' GIRTS @ INSULATION PERIMETER
FOR ATTACHMENT POINTS
6TYP4"11
6
7
6
WEATHER BARRIER FLASHING
PRE FINISHED MTL SILL FLASHING
W/ CONT GALV CLEAT
THERMALLY BROKEN 'C' GIRT
CONT PT WD 2x BLK'G, SLOPE TOP
SLOPE 3/4"2 1/2"PRE FINISHED MTL EDGE CAP W/
WEEP HOLES, RIVET TO MTL PANEL
@ 12" O.C. W/ CONT SEALANT TAPE
THERMALLY BROKEN 'C' GIRT
WEATHER BARRIER FLASHING, LAP
OVER MTL SILL FLASHING FLANGE
6
7
5
CONT BACKER ROD
& SEALANT (TYP)
PRE FINISHED MTL
EDGE CAP, RIVET TO
MTL PANEL @ 12" O.C.
W/ CONT SEALANT
TAPE
THERMALLY
BROKEN 'C' GIRT
WEATHER BARRIER
FLASHING, LAP 6"
DOWN WALL & 3" UP
BEHIND MTL DRIP
FLASHING
6
CONC FOUNDATION,
RE: STR
RIGID PERIMETER
INSULATION
FOUNDATION
WATERPROOFING
CONC DRIVEWAY W/
SNOWMELT, RE: CIVIL
CONT GALV MTL THRU
WALL FLASHING & WEEPS
1" RIGID INSULATION @
SNOWMELTED SLAB EDGE
& 2" BELOW SLAB
WEATHER BARRIER
FLASHING OVER MTL
FLASHING FLANGE
11
CONT SEALANT (TYP)
6
7
9A
141 3/4"WEATHER BARRIER FLASHING,
LAP 6" DOWN WALL & 3" UP
BEHIND MTL DRIP FLASHING
PRE FINISHED MTL SILL FLASHING
W/ CONT GALV CLEAT, SLOPE
TOP 1/2"
PRE FINISHED MTL EDGE CAP W/
WEEP HOLES, RIVET TO MTL PANEL
@ 12" O.C. W/ CONT SEALANT TAPE
THERMALLY BROKEN 'C' GIRT
WEATHER BARRIER FLASHING, LAP
OVER MTL SILL FLASHING FLANGE
CONT PT WD BLK'G
6
6
2 1/2"5
2
4
CONT PT WD BLK'G, SLOPE TOP
WEATHER BARRIER FLASHING,
LAP 6" DOWN WALL, OVER 2x
SILL BLKG ABOVE & 3" UP WALL
PRE FINISHED MTL SILL FLASHING W/
CONT GALV CLEAT, SLOPE TOP 3/4"
PRE FINISHED MTL EDGE CAP W/
WEEP HOLES, RIVET TO MTL PANEL
@ 12" O.C. W/ CONT SEALANT TAPE
THERMALLY BROKEN 'C' GIRT
WEATHER BARRIER FLASHING, LAP
OVER MTL SILL FLASHING FLANGE
CONT PT WD BLK'G
6
3/4" PWD BLOCKING
7
6 TYP4"PRE FINISHED MTL CORNER
W/ HEMMED EDGES
RIVET CONNECTION @ 12"
O.C. W/ CONT SEALANT TAPE
THERMALLY BROKEN
'C' GIRTS @ INSULATION PERIMETER
FOR ATTACHMENT POINTS
MTL 'Z' FURRING @ CUT PANEL LOCATIONS
FOR ATTACHMENT (TYP)
ALIGN W/ SOFFIT HEADER ABOVE CTR MTL PANEL JOINT ON WALL SEGMENT
6" MTL STUD FRM'G W/ WALL TYPE 7 FINISH
PRE FINISHED MTL EDGE CAP, RIVET TO
MTL PANEL @ 12" O.C. W/ CONT SEALANT
TAPE
RIVET CONNECTION @ 12"
O.C. W/ CONT SEALANT TAPE
CONT BACKER ROD & SEALANT (TYP)
1/2" PWD BLK'G @ COLUMN
STL COLUMN, RE: STR
6
7
CONC FOUNDATION, RE: STR
RIGID PERIMETER INSULATION
FOUNDATION WATERPROOFING
CONC RAMP, RE: CIVIL
CONT GALV MTL THRU WALL
FLASHING & WEEPS
WEATHER BARRIER FLASHING
OVER MTL FLASHING FLANGE
CONT SEALANT (TYP)
GROUT CAVITY SOLID BELOW
FLASHING
6
DRAWN BY:CHECKED BY:
SHEET NO:
PROJECT NO:
DATE:
CHAMBERLIN ARCHITECTS
437 Main St.
Grand Junction, Colorado 81501
T 970.242.6804
725 Saint Joseph St., Suite B1
Rapid City, South Dakota 57701
T 605.355.6804
www.chamberlinarchitects.com
E N H A N C I N G E V E R Y D A Y L I V I N G T H R O U G H D E S I G N
C 2016 CHAMBERLIN ARCHITECTSBIM 360://1740 - Pitkin County Ambulance Facility/1740-PCAF_CA.rvt9/25/2018 8:49:17 AMA601
05/09/2018
1740
CASTLE CREEK ROAD
ASPEN, COLORADO
EXTERIOR DETAILS
PROJECT STATUS: 100% CD
PH DG
ASPEN
AMBULANCE
DISTRICT FACILITY
0'3"6"0'3"6"
A601
TOP OF FOUNDATION @ 6" MTL STUD WALL2
0'6"1'0'6"1'
A601
FOUNDATION WALL1
0'3"6"0'3"6"
A601
METAL WALL TRANSITION HEAD9
0'3"6"0'3"6"
A601
METAL WALL TRANSITION CORNER10
0'3"6"0'3"6"
A601
METAL WALL TRANSITION SILL5
0'3"6"0'3"6"
A601
METAL WALL TRANSITION TO CMU JAMB8
0'3"6"0'3"6"
A601
TOP OF FOUNDATION WALL @ CMU3
0'3"6"0'3"6"
A601
METAL WALL TRANSITION TO CMU SILL 27
0'3"6"0'3"6"
A601
METAL WALL TRANSITION TO CMU SILL6
0'3"6"0'3"6"
A601
METAL WALL TRANSITION CORNER 211
0'3"6"0'3"6"
A601
WEEPS & FLASHING DETAIL @ GRADE4
NO: ISSUED FOR: DATE:
6 PR#010 9/25/2018
Per Pre-Bid Question #11 - Details 1-4 Waterproofing to reference spec
section 071326 Self Adhering Sheet Waterproofing as part of ADD#2.
RE: RFI-105. RFI-105 has
clarified the flashing profile
required for this detail.
08/13/2019
08/13/2019
ALL OUTDOOR LIGHTING
MUST COMPLY WITH
THE CITY OF ASPEN LIGHTING CODE
SECTION 26.575.150
BASE, RE: FIN SCHEDWOOD SLAT (1 -1/2" X 1 -3/4") FINISH NAILED TO WD BACKER3/4" PWD W/ WD VENEERACOUSTICAL BLANKET, RE: SPECSTV SCREEN OR OTHER, MOUNTED TO PWD2ACOUSTICAL BLANKET, RE: SPECSWOOD SLAT (1 -1/2" X 1 -3/4") FINISH NAILED TO WD BACKER3/4" PWD W/ WD VENEERWD BACKER (1X4), PNT P6WD BACKER (1X4), PNT P61/4"5/8" GYP BD ON 3 5/8" METAL STUDS @ 24" OC MAX, RE: RCP FOR ELEVATIONS3 5/8" METAL STUD KICKERS, BRACED TO STRUCUTRE AT 48" OC MAX6" METAL STUD HEADERMETAL STUDS @ 16" OC MAX5/8" GYP BD ON 3 5/8" METAL STUDS @ 24" OC MAX, RE: RCP FOR ELEVATIONSGYP BD ON 3 5/8" METAL STUDS @ 24" OC MAX, RE: RCP FOR ELEVATIONSCLG GRID EDGE TRIM, SHADOW LINE MOLDING RE: SPECAPC, RE: RCP FOR ELEVATION6" MTL STUD HEADERMETAL STUDS @ 16" OC MAXMIN6"WOOD SLAT (1 -1/2" X 1 -3/4")3BLACKENED STL HSS 3" X 3" 1/8" W/ 3" X 3" X 1/8" ATTACHMENT PLATES WELDED @ 16" O.C. ACOUSTICAL BLANKET, RE: SPECSWD BACKER (1X4), PNT P6CONT WD BACKER (1X4), PNT P6REVEAL1/4"REVEAL1/4"4"1/2" WD 1 TRIM WITH 5/8" BLOCKING BEHIND.1/8" RADIUS AT TOP OF TRIMAS SCHEDFLOOR TILE OVER CONCRETEMETAL EDGE STRIP COVE, RE: SPECSWALL TILE OVER BACKERALIGN, SET TRIM IN MORTAR BED TO ALIGN WITH FACE OF TILE SO IT DOESN'T BECOME A DIRT COLLECTION AREA METAL EDGE STRIP OUTSIDE CORNER, RE: SPECSWALL TILE OVER BACKERWALL TILE OVER BACKERMETAL EDGE STRIP BULLNOSE, RE: SPECSWALL TILE OVER BACKERPAINT ADJACENT GWBSHOWER UNIT, RE: SPECSMETAL EDGE STRIP OUTSIDE CORNER, RE: SPECSWALL TILE OVER BACKERWALL TILE OVER BACKERSHOWER UNIT FLANGESEALSTL C7 X 9.8 CHANNEL, PNT P6CONC SLAB, RE: STRSTL BEAM, RE: STR (PNT P6)HORIZONTAL STL 2" X 2" X 1/4" ANGLE, PNT P6WD 1 1/2" X 1 3/4" SLATS FASTENED @ LANDING SIDE W/ COUNTERSUNK SCREWS THROUGH STL ANGLE (TYP of 15)VERTICAL STL 2" X 2" X 1/4" ANGLE BEYOND, PNT P63 5/8" MTL STUD KICKERS, BRACED TO STRUCT @ 48" O.C. MAX6" MTL STUD HEADER3-5/8" MTL FRM'G @ 16" O.C. MAX5/8" GWB, PNT3' - 6"TYP1"1"E11 5/8"11 5/8"HSS COLEXG 8" CMU (TYP)CMU FACE WRAP W/ BULLNOSE TOP EDGE (GROUT SOLID)F10"CMU FACE COVER, BULLNOSE TOP EDGE (GROUT SOLID), EA SIDEHSS COLEXG 8" CMUGEXG 8" CMUALUM STOREFRONT (TYP)ALUM BRAKE MTL TO MATCH STOREFRONTHSS COLBACKER ROD & SEALANT (TYP)DRAWN BY:CHECKED BY:SHEET NO:PROJECT NO:DATE:CHAMBERLIN ARCHITECTS437 Main St.Grand Junction, Colorado 81501T 970.242.6804725 Saint Joseph St., Suite B1Rapid City, South Dakota 57701T 605.355.6804www.chamberlinarchitects.comE N H A N C I N G E V E R Y D A Y L I V I N G T H R O U G H D E S I G NC 2016 CHAMBERLIN ARCHITECTSA360://1740 - Pitkin County Ambulance Facility/1740-PCAF_CA.rvt4/10/2019 4:26:56 PMA61105/09/20181740CASTLE CREEK ROADASPEN, COLORADOINTERIOR DETAILSPROJECT STATUS: 100% CDSHJWASPENAMBULANCEDISTRICT FACILITY0'6"1'0'6"1'A611FEATURE WALL @ TV10'3"6"0'3"6"A611GYP BOARD SOFFIT AT GYP CLG (TYP)90'3"6"0'3"6"A611GYP BOARD SOFFIT TO SAG100'3"6"0'3"6"A611FEATURE WALL CORNER DETAIL20'3"6"0'3"6"A611WOOD BASE TRIM80'3"6"0'3"6"A611TILE BASE DETAIL30'3"6"0'3"6"A611TILE OUTSIDE CORNER DETAIL70'3"6"0'3"6"A611TILE TOP OF WAINSCOT DETAIL40'3"6"0'3"6"A611TILE DETAIL @ SHOWER60'6"1'0'6"1'A611WOOD SLAT RAIL DETAIL510NO: ISSUED FOR: DATE:10 RFI#043 10/18/1821 ASI#08 4/10/190'6"1'0'6"1'A611COLUMN WRAP DTL 1110'6"1'0'6"1'A611COLUMN WRAP DTL 212210'6"1'0'6"1'A611COLUMN WRAP DTL 31308/13/201908/13/2019ALL OUTDOOR LIGHTINGMUST COMPLY WITH THE CITY OF ASPEN LIGHTING CODESECTION 26.575.150
1B
2
10
GWB 'J' EDGE TRIM, RE: SPECS
STOREFRONT ASSEMBLY
SEALANT W/ BACKER ROD,
EA SIDE (TYP)
BULLNOSE EDGE
@ OPENINGS (TYP)
GL
2 1/4"
CONT SEALANT (TYP)1/2"E
STL COLUMN, RE: STR
ANODIZED ALUM BRK MTL
COLUMN WRAP @ INT & EXT
TO MATCH STOREFRONT
CMU WALL BELOW
CONT SEALANT & BACKER
ROD, EA SIDE (TYP)
ALUM STOREFRONT
STL COLUMN, RE STR
ANODIZED ALUM BRK MTL TO
MATCH STOREFRONT
SEALANT W/ BACKER
(TYP)
STOREFRONT ASSEMBLY
SOLID TOP COURSE
OF CMU W/
BULLNOSE EDGE
WD BLOCKING
ALIGN ALUM MTL
FLASHING WITH
FACE OF CMU
PLAN SECTION
NOTE:
PROVIDE TREATED BLOCKING AT ALL CABINETRY, WALL
MOUNTED ACCESSORIES AND ELSEWHERE AS REQ'D BY SPECS
5/8" GWB (TYP)
WD 2x4 STUD, FASTEN TO
WALL STUDS.
MTL STUD PER
FLOOR PLAN
G
2C
10
1B
HM DOOR FRAME (PNT)
CONT SEALANT & BACKER ROD, EA SIDE (TYP)
MASONRY FRAME ANCHOR 7" MAX11"1"
STL STRINGER PNT P6,
RE: STR
RUB1 TREAD AND
RISER, RE: SPECS
7" MAX11"1"
BLACKENED STL STRINGER,
RE: STR
STL/CONC PAN STAIR TREAD ,
RE: STR
BLACKENED STL RISER
FASTENER ATTACHED
FROM BELOW
1" WD TREAD
SPACERS IN CONCRETE
TO ATTACH WD TREAD
STAIR NOSING RE: SPEC,
SET W/ INSET 1" WD
NOSING(6) SPACERS IN CONCRETE
TO ATTACH WD TREAD
I
2
2
2GWB TO BE CONTINUOUS @
RATED ASSEMBLY
1/2" PWD BLK'G @ COLUMN
STL COLUMN, RE: STR
DRAWN BY:CHECKED BY:
SHEET NO:
PROJECT NO:
DATE:
CHAMBERLIN ARCHITECTS
437 Main St.
Grand Junction, Colorado 81501
T 970.242.6804
725 Saint Joseph St., Suite B1
Rapid City, South Dakota 57701
T 605.355.6804
www.chamberlinarchitects.com
E N H A N C I N G E V E R Y D A Y L I V I N G T H R O U G H D E S I G N
C 2016 CHAMBERLIN ARCHITECTSBIM 360://1740 - Pitkin County Ambulance Facility/1740-PCAF_CLOUD.rvt5/9/2018 4:40:57 PMA612
05/09/2018
1740
CASTLE CREEK ROAD
ASPEN, COLORADO
INTERIOR DETAILS
PROJECT STATUS: 100% CD
SH JW
ASPEN
AMBULANCE
DISTRICT FACILITY
0'3"6"0'3"6"
A612
DOOR @ WALL TYPES 2, 101
0'3"6"0'3"6"
A612
COLUMN @ INTERIOR GLAZING3
0'3"6"0'3"6"
A612
INTERIOR STOREFRONT @ COLUMN AND CMU2
0'6"1'0'6"1'
A612
BLOCKING DETAIL4
0'3"6"0'3"6"
A612
DETAIL @ WALL TYPE 10 AND TYPE 2C5
0'3"6"0'3"6"
A612
STAIR 303 TREAD & RISER DETAIL6
0'3"6"0'3"6"
A612
STAIR 302 TREAD & RISER DETAIL7
0'6"1'0'6"1'
A612
STAIR 302 TREAD8
NO:ISSUED FOR: DATE:
0'3"6"0'3"6"
A612
INTERIOR DETAIL @ STAIR COLUMN9
Per Pre-Bid Question #40 - Detail 7 change
"Blackened Steel" to "Paint P", reference ADD #2.
Per Pre-Bid Question #68 - As an
alternate to fastening the treads
from below the stair, epoxy (6) 3/16"
DIA threaded rods into the concrete
stair treads (or weld to stair pan
before pouring concrete). Orient in
two rows of 3 spaced 6" apart and
24" O.C. from tread center set. Rods
to protrude 1/2" from top of
concrete, match rod layout with
drilled holes in wood tread and
adhere with construction adhesive
formulated for wood and concrete.
Per Pre-Bid Question #41 - The wood tread complies with code.
IBC Section 804 Interior Floor Finish 804.1 Exception allows for wood flooring.
The stair complies with Section 1011
No fire treated wood is required
The metal nosing detailed will take the most abuse and will help to promote slip resistance
Please provide a wood floor to match the treads at the landing
The wood flooring in this light commercial environment should be easy to maintain and is repairable and refinishable.
Per PR-010, the
wood tread has been
deleted and the stairs
will be polished
concrete (PCONC)
Per PR-016 Stair 302 revised
to add epoxy coating and
abrasive stair nosing
08/13/2019
08/13/2019
ALL OUTDOOR LIGHTING
MUST COMPLY WITH
THE CITY OF ASPEN LIGHTING CODE
SECTION 26.575.150
3"RUBBER BASE (TYP)
TILE BASE AT SHOWER ROOMS
PLAM DOOR AND
FIXED DRAWER FRONT
SS COUNTERTOP OVER
3/4" PLYWOOD
SINK, RE: MECH
4"2' - 1 1/2" , UNO.AS INDICATED ON ELEVATIONS4" BACKSPLASHNOTE: ALTERNATE #1 PROVIDE QUARTZ COUNTERTOP
RANGE, RE: SPECS
VENTILATION DUCT, RE: MECH
VENT HOOD RE: SPECS
AND BOTTOM OF VENT HOOD3' - 0" MIN BETWEEN COUNTERTOPSST BACKSPLASH, RE: SPECS
(RANGE HOOD ACCESSORY)
3"RUBBER BASE (TYP)
PLAM DOOR AND
FIXED DRAWER FRONT
SS COUNTERTOP OVER
3/4" PLYWOOD
SINK, RE: MECH 3/4"6"4"2' - 1 1/2" , UNO.AS INDICATED ON ELEVATIONS4" BACKSPLASH3"
3/4"4" BACKSPLASHPLAM DRAWER
FRONTS (TYP)
1/2" SS COUNTERTOP
OVER 3/4" PLYWOOD
(TYP)
RUBBER BASE6"4"AS INDICATED ON ELEVATIONS(6" @ 30" HIGH COUNTERTOPS)10"2' - 1 1/2"
NOTE: ALTERNATE #1 PROVIDE QUARTZ
COUNTERTOP AT KITCHEN ONLY AT WET LOCATIONS4" BACKSPLASH3/4"
PLAM DOORS AND
DRAWER FRONT (TYP)
SS COUNTERTOP
OVER 3/4" PLYWD
RUBBER BASE (TYP)3"4"2' - 1 1/2" (TYP)AS INDICATED ON ELEVATIONS6"NOTE: ALTERNATE #1 PROVIDE QUARTZ COUNTERTOP AT KITCHEN ONLY
PLAM DOORS (TYP)
RUB BASE (TYP)3"
ADJ MELAMINE
SHELVES (TYP)
FIXED MELAMINE
SHELF
4"3' - 10 1/2"3' - 0"AS INDICATED ON ELEVATIONSREVEAL, PNT P61/2"PAINTED GWB SOFFIT OVER
3 5/8' METAL FRAMING (TYP)
PLAM1 SHELVING (TYP)AS INDICATED ON ELEVATIONS2"1' - 2 1/4" +/-EQEQUNDER CABINET LIGHT, RE: ELEC
PLAM1, ALL EXPOSED
SURFACESREVEAL, PNT1/2"PAINTED GWB SOFFIT
OVER 3 5/8" METAL
FRAMING (TYP)
1' - 1"
ADJUSTABLE MELAMINE
SHELF (TYP)
PLAM1 DOORS
PULLS, RE: SPECS (TYP)AS INDICATED ON ELEVATIONS2"LIGHT VALENCE
UNDER CABINET LIGHT, RE: ELEC
1' - 3"REVEAL, PNT1/2"PAINTED GWB
SOFFIT OVER 3 5/8"
METAL FRAMING
(TYP)
1' - 1"
3"
PLAM1 DRAWER
FRONTS (TYP)
RUBBER BASE (TYP)AS INDICATED ON ELEVATIONS3/4" PLAM2 COUNTERTOP
OVER 3/4" PLYWOOD.4"2' - 1 1/2" UNO
1' - 11"9 1/2"1' - 11"9 1/2"FILE RAILS 12"
APART, FRONT TO
BACK. 2 SECTIONS
FOR EACH DRAWER
DRAWN BY:CHECKED BY:
SHEET NO:
PROJECT NO:
DATE:
CHAMBERLIN ARCHITECTS
437 Main St.
Grand Junction, Colorado 81501
T 970.242.6804
725 Saint Joseph St., Suite B1
Rapid City, South Dakota 57701
T 605.355.6804
www.chamberlinarchitects.com
E N H A N C I N G E V E R Y D A Y L I V I N G T H R O U G H D E S I G N
C 2016 CHAMBERLIN ARCHITECTSBIM 360://1740 - Pitkin County Ambulance Facility/1740-PCAF_CLOUD.rvt5/9/2018 4:40:57 PMA621
05/09/2018
1740
CASTLE CREEK ROAD
ASPEN, COLORADO
CASEWORK
DETAILS
PROJECT STATUS: 100% CD
SH JW
ASPEN
AMBULANCE
DISTRICT FACILITY
0'6"1'0'6"1'
A621
MILLWORK SECTION AT BATHROOM SINK8
0'6"1'0'6"1'
A621
MILLWORK SECTION AT RANGE2
0'6"1'0'6"1'
A621
MILLWORK SECTION AT TRAINING RM SINK4
0'6"1'0'6"1'
A621
MILLWORK STORAGE BASE WITH 3 DRAWERS3
0'6"1'0'6"1'
A621
MILLWORK STORAGE WITH 1 DRAWER7
0'6"1'0'6"1'
A621
MILLWORK STORAGE - FULLHEIGHT1
0'6"1'0'6"1'
A621
CASEWORK SECTION - UPPER CABINET OPEN SHELVES WITH SOFFIT ABOVE6
0'6"1'0'6"1'
A621
CASEWORK SECTION - UPPER CABINET WITH SOFFIT ABOVE5
0'6"1'0'6"1'
A621
CASEWORK SECTION - 2H FILE DRAWER9
NO:ISSUED FOR: DATE:
Per RFI-135 it was
confirmed wood base is to
be provided for the kitchen
218 as shown on sheet A623
as indicated on the finish
plan including the kitchen
island and west wall
cabinets. It was also
confirmed that the color for
the wood base is to be Alder
with amber stain as
approved with Osburn.
08/13/2019
08/13/2019
ALL OUTDOOR LIGHTING
MUST COMPLY WITH
THE CITY OF ASPEN LIGHTING CODE
SECTION 26.575.150
4" BACKSPLASHAS INDICATED IN ELEVATIONSPLAM 1 DOORS (TYP)
1/2" SS COUNTERTOP
OVER
3/4" PWD (TYP)
RUBBER BASE
TILE BASE AT SHOWER ROOMS
3"
3/4"4"2' - 1 1/2"
BACKSPLASH WHERE
INDICATED ON DRAWINGS
NOTE: ALTERNATE #1 PROVIDE QUARTZ COUNTERTOP
1/2" SS COUNTER
TOP OVER 3/4" PWD (TYP)
CONCEALED MTL SUPPORT
BRACKET (18" x 18"), RE:
SPECS
RUBBER BASE, RE FIN PLANAS INDICATED ON ELEVATIONSTRIM @ PERIMETER (TYP)
WALL TACK BOARD W/ METAL EDGE
A622
11
5/8" GWB
RIPPED 2X4 STUD @ BRACKET
ATTACHMENT POINTS
3"
3/4"AT WET LOCATIONS4" BACKSPLASHPLAM1 DRAWER
FRONTS (TYP)
SS COUNTERTOP
OVER 3/4" PLYWOOD
RUBBER BASE, RE FIN PLAN6"6"4"AS INDICATED ON ELEVATIONS6"2' - 1 1/2"1/2" SOLID SURFACE COUNTER
TOP OVER 3/4" PWD (TYP)4"AS INDICATED ON ELEVATIONSBACKSPLASH WHERE INDICATED ON ELEVATIONS
UNDER COUNTER FRIDGE
RUBBER BASE, RE FIN PLAN
SST COUNTERTOP OVER 2 LAYERS OF 3/4"
PLYWOOD, RE: INTERIOR ELEVATIONS.
CONCEALED MTL SUPPORT
BRACKET (18" x 18"), RE: SPECS
RIPPED 2X4 STUD @ BRACKET
ATTACHMENT POINTS
MARINE EDGE @
FRONT AND SIDE AT
WALL. CONFIRM
THIS WORKS WITH
SUBMITTED SINK.
THE INTENTION IS
FOR THE COUNTER
TO DRAIN INTO THE
SINK.
AS SCHEDULED
A622
6
RUBBER BASE, RE FIN PLAN
5/8" GWB
ALIGN TOP WITH
SINK
BACKSPLASH
1/4"1/2"1/2"3/4"
SST COUNTERTOP COVER,
FULLY ADHERE TO
SUBSTRATE (TYP)
FORMED MARINE EDGE
CONFIRM DIMS MATCH
SUBMITTED SINK EDGE.1/2"ALIGN WITH TOP SIDE OF
SINK COUNTER AND ANGLE
FABRICATED COUNTER
SLIGHTLY TO DRAIN INTO
SINK BASIN
ALIGN BOTTOM WITH
BOTTOM OF SINK VALANCE
1/2" SOLID SURFACE COUNTER
TOP OVER 3/4" PWD (TYP)
CONCEALED MTL SUPPORT
BRACKET (18" x 18"), RE: SPECS
RUBBER BASE, RE FIN PLAN4"AS INDICATED ON ELEVATIONSBACKSPLASH WHERE INDICATED ON ELEVATIONS
RETURN SS OVER FRONT
& AROUND CORNERS TO WALL
WHERE INDICATED ON ELEVATIONS
MOUNT IN WALL PORTION
OF BRACKET TO RIPPED 2X4
STUD
NOTE: ALT #1 PROVIDE QUARTZ COUNTERTOP @ KITCHEN ONLY
FIXED PLAM PANEL9"AS INDICATED ON ELEVATIONSSLOPED PLAM1
2"UNDER CABINET LIGHT, RE: ELEC
1' - 1 3/4"
PLAM 1 SHELVING (TYP)9"AS INDICATED ON ELEVATIONSPLAM 1 ALL EXPOSED SURFACES
2"SLOPED PLAM 1 TOP
EQEQUNDER CABINET LIGHT, RE: ELEC
ADJUSTABLE MELAMINE
SHELF (TYP)
PLAM 1 DOORS
PULLS, RE: SPECS (TYP)9"AS INDICATED ON ELEVATIONSPLAM 1 ALL EXPOSED SURFACES
SLOPED PLAM1
2"LIGHT VALENCE
UNDER CABINET LIGHT, RE: ELEC
ALUMINUM J TRIM @ TOP AND BOTTOM (TYP)
SS COUNTER
1/2" TACK SURFACE, ADHERE TO GWB
UPPER CABINET1/2"1/4"PLAM DOORS (TYP)
RUB BASE (TYP)
3"
OUTLINE OF MW,
RE: SPECS
.PROVIDE
ACCESS
TO POWER
FOR MW,
RE: ELEC
4"2' - 0 3/4"
SS MW SHELF
FEP, EA SIDE (TYP)
SLOPED PLAM 1 TOP9"AS INDICATED ON ELEVATIONSDRAWN BY:CHECKED BY:
SHEET NO:
PROJECT NO:
DATE:
CHAMBERLIN ARCHITECTS
437 Main St.
Grand Junction, Colorado 81501
T 970.242.6804
725 Saint Joseph St., Suite B1
Rapid City, South Dakota 57701
T 605.355.6804
www.chamberlinarchitects.com
E N H A N C I N G E V E R Y D A Y L I V I N G T H R O U G H D E S I G N
C 2016 CHAMBERLIN ARCHITECTSBIM 360://1740 - Pitkin County Ambulance Facility/1740-PCAF_CLOUD.rvt5/9/2018 4:40:58 PMA622
05/09/2018
1740
CASTLE CREEK ROAD
ASPEN, COLORADO
CASEWORK
DETAILS
PROJECT STATUS: 100% CD
SH JW
ASPEN
AMBULANCE
DISTRICT FACILITY
0'6"1'0'6"1'
A622
CASEWORK SECTION - BASE W/ OUT DRAWER1
0'6"1'0'6"1'
A622
CASEWORK SECTION - WORK SURFACE - OPEN BELOW2
0'6"1'0'6"1'
A622
MILLWORK STORAGE BASE WITH 4 DRAWERS3
0'6"1'0'6"1'
A622
CASEWORK SECTION - COUNTER @ UCF4
0'6"1'0'6"1'
A622
MILLWORK COUNTERTOP (SST)5
0'1"2"0'1"2"
A622
SST COUNTERTOP MARINE EDGE DETAIL6
0'6"1'0'6"1'
A622
CASEWORK SECTION - OPEN WORK SURFACE10
0'6"1'0'6"1'
A622
MILLWORK UPPER CABINET FEP7
0'6"1'0'6"1'
A622
CASEWORK SECTION - UPPER CABINET OPEN SHELVES12
0'6"1'0'6"1'
A622
CASEWORK SECTION - UPPER CABINET9
0'3"6"0'3"6"
A622
TRIM @ TACK BOARD11
0'6"1'0'6"1'
A622
CASEWORK SECTION - MW CABINET SECTION8
NO:ISSUED FOR: DATE:
08/13/2019
08/13/2019
ALL OUTDOOR LIGHTING
MUST COMPLY WITH
THE CITY OF ASPEN LIGHTING CODE
SECTION 26.575.150
4
A623
________________________________________3
A623
________________________________________
DISHWASHER
EQ EQ EQ EQ
LINE OF
COUNTER ABOVE
OUTLET, RE: ELEC
OUTLET,
RE: ELEC
PLAM ON 3/4"
PWD ON 3 5/8"
MTL FRM'G @
16" O.C.
2' - 0"12' - 0"2' - 0"
2' - 0"4' - 0"2' - 0"4' - 0"1' - 0"1' - 0"2' - 0"4' - 0"OUTLET,
RE: ELEC
CONCEALED
COUNTERTOP
BRACKET (TYP OF 3)
PROVIDE RIPPED 2X4
STUD BLK'G FOR
BRACKET INSTALLATION
ATTACH 2X4 TO MTL
FRAMING
5
A623
________________________________________
3/4" PWD ON 3-5/8" MTL
STUD FRM'G @ 16" O.C.
CONCEALED MTL
SUPPORT BRACKET (12" x
12"), RE: SPECS
FF AS SCHEDULED
3/8" WD BASE
PLAM 1 OVER 3/4" PWD
PLAM 1 DOORS &
DRAWERS (TYP)
1/2" SS1 COUNTERTOP
OVER
3/4" PWD (TYP)
WD BASE (TYP)
2' - 6 1/4"1' - 8"2' - 10"4 1/4"2' - 0"6"2' - 0"1 1/2"
2X4 RIPPED STUD BLK'G
ALT #1 PROVIDE QUARTZ COUNTERTOP
1/2" SS OVER
3/4" PLYWD
3/4" PWD ON 3-5/8" MTL
STUD FRM'G @ 16" O.C.
FF AS SCHEDULED
3/8" WD BASE
SINK, RE: PLUMB
2' - 6 1/4"1' - 8"2' - 10"4"6 1/4"1' - 4 1/4"6 1/4"1 1/4"1"
PLAM 1
PANEL
PLAM FINISH @ ALL
EXPOSED AREAS
CONCEALED MTL
SUPPORT BRACKET (12" x
12"), RE: SPECS
PLAM 1 OVER 3/4" PWD
2X4 STUD BLK'G
ALT #1 PROVIDE QUARTZ COUNTERTOP
PULL OUT TRASH /
RECYCLING, RE: SPECS
3"
PLAM1 DOOR AND
DRAWER FRONT
1/2" SS OVER
3/4" PLYWD
3/4" PWD ON 3-5/8" MTL
STUD FRM'G @ 16" O.C.
FF AS SCHEDULED
3/8" WD BASE
2' - 6 1/4"1' - 8"2' - 10"4"CONCEALED MTL
SUPPORT BRACKET (12" x
12"), RE: SPECS
PLAM 1 OVER 3/4" PWD
2X4 RIPPED STUD BLK'G
ALT #1 PROVIDE QUARTZ COUNTERTOP
1' - 6"6' - 0"MTL LOCKER, RE: SPEC
MTL LOCKER SLOPED TOP
4"3"RUB BASE (TYP)
PLAM 1 ALL EXPOSED
SURFACES AT SHOE CUBBY
1/2" SS OVER 3/4" PLYWOOD
WHERE EXPOSED
1' - 5 1/4"
3/4"
1' - 6 3/4"
1/2" PLYWOOD OVER 3/4"
PLYWOOD WHERE CONCEALED
LOCKER AND SHOE CUBBY SECTION LOCKER AND SHOE CUBBY INSIDE ELEVATION
ADDITIONAL LOWER SHELF
3 PRONG HOOKS AT BACK AND
SIDES
HAT SHELF
DRAWN BY:CHECKED BY:
SHEET NO:
PROJECT NO:
DATE:
CHAMBERLIN ARCHITECTS
437 Main St.
Grand Junction, Colorado 81501
T 970.242.6804
725 Saint Joseph St., Suite B1
Rapid City, South Dakota 57701
T 605.355.6804
www.chamberlinarchitects.com
E N H A N C I N G E V E R Y D A Y L I V I N G T H R O U G H D E S I G N
C 2016 CHAMBERLIN ARCHITECTSBIM 360://1740 - Pitkin County Ambulance Facility/1740-PCAF_CLOUD.rvt5/9/2018 4:40:58 PMA623
05/09/2018
1740
CASTLE CREEK ROAD
ASPEN, COLORADO
CASEWORK
DETAILS
PROJECT STATUS: 100% CD
SH JW
ASPEN
AMBULANCE
DISTRICT FACILITY
0'1'2'0'1'2'
A623
KITCHEN ISLAND PLAN DETAIL1
0'6"1'0'6"1'
A623
KITCHEN ISLAND @ CABINET3
0'6"1'0'6"1'
A623
KITCHEN ISLAND @ SINK4
0'6"1'0'6"1'
A623
CASEWORK SECTION - TRASH / RECYCLING5
0'6"1'0'6"1'
A623
SECTION AT SHOE CUBBY AND LOCKER2
NO:ISSUED FOR: DATE:
Per RFI-126 The
shoe cubby will be
modified to allow
a full 16" of space for
shoe storage. Per the
attached sketch, the
toe kick will be
removed and the
bottom panel of the
casework will be
lowered to set on the
floor.
08/13/2019
08/13/2019
ALL OUTDOOR LIGHTING
MUST COMPLY WITH
THE CITY OF ASPEN LIGHTING CODE
SECTION 26.575.150
4"ROOF MEMBRANE FLASHING
W/ CONT EDGE SEALANT
PRE FINISHED MTL ROOD EDGE
FLASHING W/ CONT GALV CLEAT
LAP ROOF MEMBRANE OVER WEATHER
BARRIER FLASHING & DOWN FASCIA
MTL 'C' GIRT @ TOP & BOTTOM OF
FRM'G FOR INSULATION ATTACHMENT
PT WD 2x BLK'G (TYP)
CONT SEALANT TO DECK (TYP)
STL STUD ROOF FRM'G, RE: STR
ROOF MEMBRANE FULLY ADHERED
TO SUBSTRATE
1/2" EXT SHEATHING ON RIGID INSULATION
W/ MTL 'Z' GIRTS @ 16" O.C. ON 1/2" PWD
SHEATHING ON 6" MTL STUD FRM'G W/ BATT
INSULATION W/ 5/8" GWB
6
6
6" X 6" PRE FINISHED MTL GUTTER,
COLOR TO MATCH ADJACENT MTL PNL
PRE-FINISHED VERTICAL MTL PNL
ATTACHED TO THERMALLY BROKEN 'Z'
GIRTS SPACED VERTICALLY @ 12" O.C.
PRE FINISHED MTL DRIP EDGE
FLASHING
MTL "C" GIRT
ROOF MEMBRANE FLASHING
W/ CONT EDGE SEALANT
SINGLE PLY ROOF MEMBRANE,
LAP DOWN FASCIA
1/2" COVER BOARD ON RIGID
INSULATION
TPO-COATED STL BASE PLATE
SST PIPE SNOW GUARDS
(TYP OF 2)
STL BEAM, RE: STR
1 ' - 4 "
1 ' - 4 "2 1/2"PRE FINISHED MTL EDGE CAP, RIVET
TO MTL PANEL
VAPOR BARRIER
7
SAG CLG, RE: RCP
PRE FINISHED MTL FLASHING, LAP UP
BEHIND GUTTER
6
1 0
4"7
ROOF MEMBRANE FLASHING
W/ CONT EDGE SEALANT
PRE FINISHED MTL ROOD EDGE
FLASHING W/ CONT GALV CLEAT
LAP ROOF MEMBRANE OVER WEATHER
BARRIER FLASHING & DOWN FASCIA
WEATHER BARRIER FLASHING, LAP
OVER TOP OF PARAPET
MTL 'C' GIRT @ TOP & BOTTOM OF
FRM'G FOR INSULATION ATTACHMENT
PT WD 2x BLK'G (TYP)
SINGLE PLY ROOF MEMBRANE ON 1/2"
COVER BOARD ON RIGID INSULATION
VAPOR BARRIER
CONT SEALANT TO DECK (TYP)
6
J
7
ROOF MEMBRANE FLASHING
W/ CONT EDGE SEALANT
PRE FINISHED MTL ROOD EDGE
FLASHING W/ CONT GALV CLEAT
LAP ROOF MEMBRANE OVER WEATHER
BARRIER FLASHING & DOWN FASCIA
WEATHER BARRIER FLASHING, LAP
OVER TOP OF PARAPET
MTL 'C' GIRT @ TOP & BOTTOM OF
FRM'G FOR INSULATION ATTACHMENT
PT WD 2x FRM'G (TYP)
SINGLE PLY ROOF
MEMBRANE ON 1/2" COVER
BOARD ON RIGID INSULATION
VAPOR BARRIER
SLOPES
T.O. ROOF EDGE
1-5/8" MTL STUD FRM'G @ 16" O.C. IN
BEAM FLANGE W/ BATT INSULATION
CONT SEALANT TO DECK (TYP)
6"
6
DRAWN BY:CHECKED BY:
SHEET NO:
PROJECT NO:
DATE:
CHAMBERLIN ARCHITECTS
437 Main St.
Grand Junction, Colorado 81501
T 970.242.6804
725 Saint Joseph St., Suite B1
Rapid City, South Dakota 57701
T 605.355.6804
www.chamberlinarchitects.com
E N H A N C I N G E V E R Y D A Y L I V I N G T H R O U G H D E S I G N
C 2016 CHAMBERLIN ARCHITECTSBIM 360://1740 - Pitkin County Ambulance Facility/1740-PCAF_CA.rvt9/25/2018 8:49:19 AMA641
05/09/2018
1740
CASTLE CREEK ROAD
ASPEN, COLORADO
ROOF DETAILS
PROJECT STATUS: 100% CD
PH DG
ASPEN
AMBULANCE
DISTRICT FACILITY
0'6"1'0'6"1'
A641
ROOF DETAIL @ ELEVATOR4
0'3"6"0'3"6"
A641
ROOF GUTTER2
0'3"6"0'3"6"
A641
ROOF EDGE FLASHING - NORTH1
0'3"6"0'3"6"
A641
ROOF EDGE FLASHING - EAST/WEST3
NO: ISSUED FOR: DATE:
6 PR#010 9/25/2018
Per RFI-044 - There are to be no walkway pads required.
08/13/2019
08/13/2019
ALL OUTDOOR LIGHTING
MUST COMPLY WITH
THE CITY OF ASPEN LIGHTING CODE
SECTION 26.575.150
12 0
5
LAP WEATHER BARRIER FLASHING
OVER MTL FLASHING FLANGE
LAP WEATHER BARRIER OVER WEATHER
BARRIER FLASHING
PRE FINISHD MTL THRU WALL FLASHING
W/ CONT GALV CLEAT & WEEPS
3"GROUT CAVITY SOLID BELOW WEEPS
& FLASHING
FULLY ADHERE ROOF MEMBRANE TO
SUBSTRATE & LAP BEHIND FLASHING CLEAT
CONT CANT
ROOF MEMBRANE FLASHING
W/ CONT EDGE SEALANT
PRE FINISHED MTL ROOD EDGE
FLASHING W/ CONT GALV CLEAT
LAP ROOF MEMBRANE OVER WEATHER
BARRIER FLASHING & DOWN FASCIA
4"2
2
2
6
6
10
WEATHER BARRIER FLASHING, LAP
OVER TOP OF PARAPET
MTL 'C' GIRT @ TOP & BOTTOM OF
FRM'G FOR INSULATION ATTACHMENT
PRE FINISHED MTL FASCIA W/ FLAT
LOCK SEAM @ VERTICAL JOINTS
113' - 4 1/2"
T.O. CANOPY
26
24
24
2
624
111' - 7 1/4"
B.O. CANOPY
2.5" RIGID INSULATION @ FASCIA &
SOFFIT
PT WD 2x BLK'G (TYP)
CONT PT WD 2x @ CANOPY SOFFIT
PERIMETER
WRAP PRE FINISHED MTL FASCIA
FLASHING OVER BLK'G & ATTACH
BELOW SOFFIT FINISH
CONT BACKER ROD & SEALANT (TYP)
1x6 WD PLANK SOFFIT FINISH ON 3" MTL 'Z' GIRTS
W/ RIGID INSULATION
WEATHER BARRIER ON 1/2" EXT SHEATHING ON 7/8"
MTL FURRING ATTACHED TO STL BEAMS, RE: STR
FILL CANOPY CAVITY W/ BATT INSULATION
SINGLE PLY ROOF MEMBRANE ON 1/2" COVER
BOARD ON TAPERED RIGID INSULATION ON MTL
ROOF DECK, RE: STR
GWB ON RIPPED WD 2x6 FRM'G @ 16" O.C.
LAP WEATHER BARRIER OVER MTL
FLASHING FLANGE
PRE FINISHED MTL FLASHING DRIP
EDGE W/ CONT HEMMED EDGE
CONT BACKER ROD & SEALANT,
EA SIDE (TYP)
WEATHER BARRIER FLASHING, LAP
INTO OPENING
ALUM STOREFRONT
CONT SEALANT (TYP)
MTL STUD HEADER, RE: STR
4' - 3"
6
6
ALUM BRK MTL TO MATCH STOREFRONT
DRAWN BY:CHECKED BY:
SHEET NO:
PROJECT NO:
DATE:
CHAMBERLIN ARCHITECTS
437 Main St.
Grand Junction, Colorado 81501
T 970.242.6804
725 Saint Joseph St., Suite B1
Rapid City, South Dakota 57701
T 605.355.6804
www.chamberlinarchitects.com
E N H A N C I N G E V E R Y D A Y L I V I N G T H R O U G H D E S I G N
C 2016 CHAMBERLIN ARCHITECTSBIM 360://1740 - Pitkin County Ambulance Facility/1740-PCAF_CA.rvt9/25/2018 8:49:20 AMA642
05/09/2018
1740
CASTLE CREEK ROAD
ASPEN, COLORADO
ROOF DETAILS
PROJECT STATUS: 100% CD
PH DG
ASPEN
AMBULANCE
DISTRICT FACILITY
0'3"6"0'3"6"
A642
CANOPY SECTION1
NO: ISSUED FOR: DATE:
6 PR#010 9/25/2018
Per Pre-bid Question
#34 - Ref. ADD #1
(ADD 1.08) for
transparent finish and
ADD #2 for species
and cut.
Per RFI-085 the rigid insulation will
be reduced to 2" and 1/2" plywood
added to nail the T&G soffit to.
RE: RFI-147 this section to be raised 9" to allow for
the roof of the canopy to slope towards the roof
drain. Provide metal wall panel type 2 in Midnight
Bronze on the face of the canopy.
08/13/2019
08/13/2019
ALL OUTDOOR LIGHTING
MUST COMPLY WITH
THE CITY OF ASPEN LIGHTING CODE
SECTION 26.575.150
J
4"1/2"
SLOTTED STL ANGLE @ SCUPPER
FOR 2x ATTACHMENT
26
5
2' - 7"
LAP WEATHER BARRIER FLASHING
OVER MTL FLASHING FLANGE
PRE FINISHD MTL THRU WALL FLASHING
W/ CONT GALV CLEAT & WEEPS
GROUT CAVITY SOLID BELOW WEEPS
& FLASHING
FULLY ADHERE ROOF MEMBRANE TO
SUBSTRATE & LAP BEHIND FLASHING CLEAT
CONT CANT
SINGLE PLY ROOF MEMBRANE ON 1/2" COVER
BOARD ON TAPERED RIGID INSULATION ON MTL
ROOF DECK, RE: STR3"SLOPE
ROOF FLASHING MEMBRANE W/ CONT EDGE
SEALANT, CTR OVER FLASHING STRIP BELOW
ROOF FLASHING MEMBRANE, CTR ON END
OF SCUPPER SLEEVE BELOW
WELDED & PRE FINISHED MTL SCUPPER
SLEEVE W/ DRIP EDGE, EXTEND 2-1/2"
BEHIND ROOF MEMBRAN FLASHING
RETURNS @ SCUPPER SIDES. COLOR TO
MATCH ADJACENT ROOF EDGE
LAP ROOF MEMBRANE OVER WEATHER
BARRIER FLASHING & 1" DOWN FASCIA
PANEL, ADHERE
WEATHER BARRIER FLASHING, LAP
OVER TOP OF PARAPET
MTL 'C' GIRT @ TOP & BOTTOM OF
FRM'G FOR INSULATION ATTACHMENT
PRE FINISHED MTL FASCIA W/ FLAT
LOCK SEAM @ VERTICAL JOINTS
2.5" RIGID INSULATION @ FASCIA &
SOFFIT
CONT PT WD 2x @ CANOPY SOFFIT
PERIMETER
WRAP PRE FINISHED MTL FASCIA
FLASHING OVER BLK'G & ATTACH
BELOW SOFFIT FINISH
CONT BACKER ROD & SEALANT (TYP)
1x6 WD PLANK SOFFIT FINISH ON 3" MTL 'Z' GIRTS
W/ RIGID INSULATION
WEATHER BARRIER ON 1/2" EXT SHEATHING ON 7/8"
MTL FURRING ATTACHED TO STL BEAMS, RE: STR
FILL CANOPY CAVITY W/ BATT INSULATION
LAP WEATHER BARRIER OVER MTL
FLASHING FLANGE
PRE FINISHED MTL FLASHING DRIP
EDGE W/ CONT HEMMED EDGE
CONT BACKER ROD & SEALANT,
EA SIDE (TYP)
WEATHER BARRIER FLASHING, LAP
INTO OPENING
ALUM STOREFRONT
CONT SEALANT (TYP)
MTL STUD HEADER, RE: STR
6
6
6
6" X 6" PRE FINISHED MTL GUTTER,
COLOR TO MATCH ADJACENT MTL PNL
PRE-FINISHED VERTICAL MTL PNL
ATTACHED TO THERMALLY BROKEN 'Z'
GIRTS SPACED VERTICALLY @ 12" O.C.
PRE FINISHED MTL DRIP EDGE FLASHING
MTL "C" GIRT
ROOF MEMBRANE FLASHING W/ CONT
EDGE SEALANT
SINGLE PLY ROOF MEMBRANE, LAP DOWN
FASCIA
1/2" COVER BOARD ON RIGID INSULATION
TPO-COATED STL BASE PLATE
SST PIPE SNOW GUARDS (TYP OF 2)
STL BEAM, RE: STR
PRE FINISHED MTL EDGE CAP, RIVET TO
MTL PANEL
VAPOR BARRIER 2 1/2"PRE FINISHED MTL FLASHING, LAP UP
BEHIND GUTTER
PRE FINISHED MTL EDGE CAP W/ WEEP
HOLES, RIVET TO MTL PANEL
PRE FINISHED BRK MTL FLASHING CLOSURE
PRE FINISHED MTL DRIP FLASHING W/
HEMMED EDGE
WD 1x6 SOFFIT ON 7/8" MTL FURRING
PRE FINISHED BRK MTL SOFFIT W/ FLAT
LOCK JOINTS
WEATHER BARRIER ON 1/2" EXT SHEATHING
ON 7/8" MTL FURRING
PRE FINISHED MTL FASCIA FLASHING W/
HEMMED EDGE & CONT GALV CLEAT, FASTEN
BEHIND WD SOFFIT
1/2" EXT SHEATHING ON 3-5/8" MTL STUDS @
16" O.C. ATTACHED TO STL BEAM, RE: STR
6
DRAWN BY:CHECKED BY:
SHEET NO:
PROJECT NO:
DATE:
CHAMBERLIN ARCHITECTS
437 Main St.
Grand Junction, Colorado 81501
T 970.242.6804
725 Saint Joseph St., Suite B1
Rapid City, South Dakota 57701
T 605.355.6804
www.chamberlinarchitects.com
E N H A N C I N G E V E R Y D A Y L I V I N G T H R O U G H D E S I G N
C 2016 CHAMBERLIN ARCHITECTSBIM 360://1740 - Pitkin County Ambulance Facility/1740-PCAF_CA.rvt9/25/2018 8:49:21 AMA643
05/09/2018
1740
CASTLE CREEK ROAD
ASPEN, COLORADO
ROOF DETAILS
PROJECT STATUS: 100% CD
PH DG
ASPEN
AMBULANCE
DISTRICT FACILITY
0'3"6"0'3"6"
A643
CANOPY SCUPPER DETAIL1
0'3"6"0'3"6"
A643
ROOF DETAIL - SOUTH @ SOFFIT2
NO: ISSUED FOR: DATE:
6 PR#010 9/25/2018
Per RFI-136 SMACNA provided an image for the collector box
downspout assembly. The collector box should be the following
dimensions based on SMACNA recommendations:
FACE WIDTH: 12 INCHES (3XDOWNSPOUT WIDTH)
FACE DEPTH: 8 INCHES (2X DOWNSPOUT WIDTH)
HEIGHT: 12 INCHES (3X DOWNSPOUT WIDTH)
Overflow opening should be 4 INCHES WIDE X 1 INCH high and should
be 1 to 2 INCHES below the top of the collector box.
The collector box should be made of the same material, gage and finish,
as the gutter.
Downspouts should be 4 INCHES WIDE X 3 INCHES DEEP.
08/13/2019
08/13/2019
ALL OUTDOOR LIGHTING
MUST COMPLY WITH
THE CITY OF ASPEN LIGHTING CODE
SECTION 26.575.150
RE: RFI-088. Per RFI-088 the 5"dimension for the deck edge will be heldin lieu of the 3" shown on structuraldrawings.08/13/201908/13/2019ALL OUTDOOR LIGHTINGMUST COMPLY WITH THE CITY OF ASPEN LIGHTING CODESECTION 26.575.150
08/13/201908/13/2019ALL OUTDOOR LIGHTINGMUST COMPLY WITH THE CITY OF ASPEN LIGHTING CODESECTION 26.575.150
A B
4
6
STAIR
303
4
A652
________________________________________
2C
9
9A
303A
4' - 8 1/2"7 1/2"4' - 8 1/2"1' - 0"1' - 0"
1' - 0"
27" TALL STL TUBE GUARD
TO MATCH STAIR GUARD
CONSTRUCTION
UNIT HEATER, RE: MECH
UP
A B
4
5
6
4
A652
________________________________________
2
7
7
24' - 8 1/2"7 1/2"4' - 10 1/2"5' - 0 3/4"
1' - 0"
1' - 0"
303D
DN
STAIR
303
MAIN FLOOR
100' - 0"
UPPER LEVEL
116' - 0"
A B
A612
6
1 1/2" DIA STL PIPE
GUARD & HANDRAIL,
TYP (PNT P6)
2" x 2" STL MESH GUARD
INFILL, TYP (PNT P6)3' - 0" TYP3' - 6" TYP7" MAX EA5 RISERS @7" MAX EA12 RISERS @7" MAX EA11 RISERS @4' - 9 1/2"
10 TREADS @ 11" EA
9' - 2"5' - 9 1/2"
4' - 10 1/2"
11 TREADS @ 11" EA
10' - 1"4' - 9 1/2"
3' - 1"4"
4 TREADS @ 11" EA
3' - 8"4' - 10 1/2"2' - 3"COORDINATE W/ CIVIL
EXTERIOR SIDEWALK GRADE
STL TUBE GUARD TO
MATCH STAIR GUARD
CONSTRUCTION
102' - 10 1/2"
LOWER LANDING
1' - 0"
109' - 6 3/4"
LANDING
TO NOSING OF STAIR
3' - 7"
A B
4
6
4
A652
________________________________________
STAIR
303
2C
9
9A 4' - 8 1/2"7 1/2"4' - 8 1/2"2' - 0"
DN
UP
303C
EQ 10' - 1"EQ
1' - 0"
1' - 2 1/2"
4' - 9 1/2"
4' - 9 1/2"
1' - 6"
5
7
2 212
2 1/2"1/2"4"
1/2"
WEATHER BARRIER FLASHING,
LAP 6" DOWN WALL & OVER 2x
SILL BLKG INTO OPENING
ALUM STOREFRONT W/ CONT SUB SILL
IN CONT SEALANT BED
PRE FINISHED MTL SILL FLASHING
W/ CONT GALV CLEAT
CONT PT WD BLK'G
WD SILL W/ EASED EDGES
CONT SEALANT (TYP)
THERMALLY BROKEN 'C' GIRT
CONT SEALANT FROM GWB TO SILL (TYP)
CONT BACKER ROD & SEALANT (TYP)
SLOPE 3/4"
CONT SEALANT FROM STRINGER TO GWB
STL CHANNEL STRINGER (PNT)
DRAWN BY:CHECKED BY:
SHEET NO:
PROJECT NO:
DATE:
CHAMBERLIN ARCHITECTS
437 Main St.
Grand Junction, Colorado 81501
T 970.242.6804
725 Saint Joseph St., Suite B1
Rapid City, South Dakota 57701
T 605.355.6804
www.chamberlinarchitects.com
E N H A N C I N G E V E R Y D A Y L I V I N G T H R O U G H D E S I G N
C 2016 CHAMBERLIN ARCHITECTSBIM 360://1740 - Pitkin County Ambulance Facility/1740-PCAF_CLOUD.rvt5/9/2018 4:41:03 PMA652
05/09/2018
1740
CASTLE CREEK ROAD
ASPEN, COLORADO
STAIR 303 PLANS &
SECTIONS
PROJECT STATUS: 100% CD
SH JW
ASPEN
AMBULANCE
DISTRICT FACILITY
0'2'4'0'2'4'
A652
ENLARGED PLAN - STAIR 303 MAIN FLOOR1
0'2'4'0'2'4'
A652
ENLARGED PLAN - STAIR 303 UPPER LEVEL3
0'2'4'0'2'4'
A652
STAIR 303 SECTION @ STEPS4
0'2'4'0'2'4'
A652
ENLARGED PLAN - STAIR 303 LANDING2
NO:ISSUED FOR: DATE:
0'3"6"0'3"6"
A652
STRINGER @ EXTERIOR WALL5
Per RFI-034 Upper
landing elevation is to
be 109' - 8 1/2". The
lower landing elevation
is correct.
08/13/2019
08/13/2019
ALL OUTDOOR LIGHTING
MUST COMPLY WITH
THE CITY OF ASPEN LIGHTING CODE
SECTION 26.575.150
228 SF
HHS
STORAGE
402
AABB
11
22
RECYCLING DUMPSTER COMPOST187 SF
TRASH
IRRIGATION CONTROL
PANEL
6" CONC FILLED STL
BOLLARD, TYP OF 4
35' - 4"
22' - 8"
6' - 8"16' - 8"3' - 4"12' - 8"7' - 4"92 SF
FACILITY
STORAGE
401
FAR CALC 589 SF
AABB
11
22
6
A653
________________________________________
7
A653
________________________________________
8
A653
________________________________________
9
A653
________________________________________
9
A653
________________________________________
OPP
SLOPE 1-1/2" : 12"STANDING SEAM MTL ROOF
DSDSPRE FINISHED MTL
GUTTER & DOWNSPOUTS
CONT BACKER ROD & SEALANT (TYP)
CONT GALV MTL CLEAT
PRE FINISHED BRK MTL SOFFIT & FASCIA
PRE FINISHED STANDING SEAM MTL
ROOF ON ROOFING UNDERLAYMENT ON
CONT ICE & WATER SHIELD ON 1/2" PT
PWD ON 1-1/2" RIGID INSULATION ON MTL
ROOF DECK, RE: STR
PT WD 2x4 BLK'G
CONT GALV MTL CLEAT
3/4" PT PWD BLK'G
STL ANGLE, RE: STR
PRE FINISHED MTL GUTTER 4"4"
COMPRESSIBLE INSULATION (TYP)
LAP ROOFING UNDERLAYMENT OVER
CLEAT FLANGE
4"PRE FINISHED MTL PEAK FLASHING W/
CONT GALV CLEAT
GALV 'Z' CLEAT BY ROOFING MFR'R
ICE & WATER SHIELD, LAP DOWN FASCIA
PRE FINISHED BRK MTL FASCIA FLASHING
PRE FINISHED STANDING SEAM MTL
ROOF ON CONT ICE & WATER SHIELD ON
1/2" PT PWD ON 1-1/2" RIGID INSULATION
ON MTL ROOF DECK, RE: STR
STL TUBE BEAM, RE: STR (PNT)
LAP ROOFING UNDERLAYMENT OVER
MTL FASCIA4"PRE FINISHED MTL RAKE FLASHING
W/ CONT GALV CLEAT
CONT GALV MTL 'Z' CLEAT BY
ROOFING MFR'R
ICE & WATER SHIELD, LAP DOWN FASCIA
PRE FINISHED BRK MTL FASCIA FLASHING
PRE FINISHED STANDING SEAM MTL
ROOF ON CONT ICE & WATER SHIELD ON
1/2" PT PWD ON 1-1/2" RIGID INSULATION
ON MTL ROOF DECK, RE: STR
LAP ROOFING UNDERLAYMENT OVER
MTL FASCIA
PT WD 2x4 BLK'G
CONT BACKER ROD & SEALANT (TYP)
CONT GALV MTL CLEAT
COMPRESSIBLE INSULATION (TYP)
112211221122
111' - 7"
T.O. ROOF EDGE
109' - 2"
B.O. ROOF EDGE
A653
8
A653
7
10' - 0"AA BB
PRE FINISHED MTL DRIP EDGE
GROUND FACE CMU, TYPE 1
GROUND FACE CMU, TYPE 2
STL TUBE BEAM, RE: STR (PNT)
4"x3" WELDED STL TUBE FRAME GATES
W/ MTL PANEL (TYPE 2) INFILLS
8"x8" STL TUBE COLUMN, RE: STR (PNT)
HEAVY DUTY WELD ON STL HINGES
(3 PER GATE), CAPABLE OF 700LB
GATE LOAD (TYP OF 9)
STL CHANNEL JAMB (PNT)
LOCKABLE LATCH
LOCKABLE BOLTS W/ STL CYLINDER
RECEIVER INSET IN CONC SLAB
(TYP OF 2)
6
A653
________________________________________3"9' - 6"3"22
HEAVY DUTY WELD ON HINGE (PNT)
STL HSS 4" x 3" x 1/4" WELDED FRAME (PNT)
STL HSS COLUMN, RE: STR (PNT)
CONT 1-1/2" x 1-1/2" STL 16ga GALV ANGLE @
MTL PANEL PERIMETER (PNT)
PRE FINISHED MTL EDGE CAP, RIVET TO
MTL PANEL @ 12" O.C.
PRE FINISHED HORIZONTAL MTL PANEL (TYPE 2)
STL HSS 3-1/2" x 1-1/2" x 1/4" DIAGONAL SET FLUSH
TO BACK OF GATE FRAME (PNT)
DOUBLE 1-1/2" x 1-1/2" STL 16ga GALV ANGLES @
CTR OF GATE BELOW & ABV HSS DIAGONAL
4' - 4 3/8"13' - 10"1' - 1 5/8"
@ JAMBS
1/2" TYP
@ JAMBS
1/2" TYP A653
11
EQ EQ
STL CHANNEL (C8x11.5) JAMB, RE: STR (PNT)
4" x 3" x 1/4" WELDED STL TUBE FRAME
GATES W/ MTL PANEL (TYPE 2) INFILLS
STL HSS COLUMN, RE: STR (PNT)
DRAWN BY:CHECKED BY:
SHEET NO:
PROJECT NO:
DATE:
CHAMBERLIN ARCHITECTS
437 Main St.
Grand Junction, Colorado 81501
T 970.242.6804
725 Saint Joseph St., Suite B1
Rapid City, South Dakota 57701
T 605.355.6804
www.chamberlinarchitects.com
E N H A N C I N G E V E R Y D A Y L I V I N G T H R O U G H D E S I G N
C 2016 CHAMBERLIN ARCHITECTSA360://1740 - Pitkin County Ambulance Facility/1740-PCAF_CA.rvt3/21/2019 11:40:31 AMA653
March 22, 2019
1740
CASTLE CREEK ROAD
ASPEN, COLORADO
DUMPSTER
ENCLOSURE
PROJECT STATUS: 100% CD
PH PH
ASPEN
AMBULANCE
DISTRICT FACILITY
0'4'8'0'4'8'
A653
DUMPSTER ENCLOSURE FLOOR PLAN1
0'4'8'0'4'8'
A653
DUMPSTER ENCLOSURE - ROOF PLAN2
0'3"6"0'3"6"
A653
DUMPSTER ENCLOSURE GUTTER DETAIL7
0'3"6"0'3"6"
A653
DUMPSTER ENCLOSURE EAVE ROOF DETAIL8
0'3"6"0'3"6"
A653
DUMPSTER ENCLOSURE ROOF RAKE DETAIL9
0'4'8'0'4'8'
A653
DUMPSTER ENCLOSURE - WEST ELEVATION4
0'4'8'0'4'8'
A653
DUMPSTER ENCLOSURE - EAST ELEVATION5
0'4'8'0'4'8'
A653
DUMPSTER ENCLOSURE - 2 SECTION6
0'4'8'0'4'8'
A653
DUMPSTER ENCLOSURE - NORTH ELEVATION3
0'3"6"0'3"6"
A653
DUMPSTER GATE JAMB DETAIL11
0'1'2'0'1'2'
A653
DUMPSTER GATES ENLARGED PLAN10
1
1
1
1
1
1
1
NO: ISSUED FOR: DATE:
1 Addendum #2 05-25-2018
3 PR#002 Utility Enclosure
Change
7/17/18
Per Pre-Bid Question
#14 - Standing Seam
Mtl Roof to Ref. spec
section 074113
Metal Roof Panels as
part of ADD #2.
Per Pre-Bid Question
#15 - Use horizontal
metal panel type 2
from the Ambulance
building, Ref ADD #2.
Per Pre-Bid Question
#45 - Downspouts
noted in ADD #2
Per Pre-Bid Question
#46 - Stl Channel
Jamb (PNT) clarified
as C8x11.5.
Per RFI-027 - Pipe
bollards to be 36" above
finished grade and
embedded 36" into a 12"
diameter hole.
Per RFI-031 diagonal tube will be 2 1/2" x 1 1/2"
x 1/4" in lieu of the 3 1/2" x 1 1/2" x 1/4"
RE:RFI-039 the trash
enclosure will be the same
600R type block veneer as
the building
Per RFI-060 its acceptable
for all trash enclosure
steel to be galvanized.
08/13/2019
08/13/2019
ALL OUTDOOR LIGHTING
MUST COMPLY WITH
THE CITY OF ASPEN LIGHTING CODE
SECTION 26.575.150
2"
AS SCH
DOOR WIDTH 2"2"
AS SCH
DOOR WIDTH 2"DOOR HEIGHT AS SCH2"DOOR HEIGHT AS SCH4"1 2 6"8"6"12"TEMPERED
GLASS
WIDTH
HEIGHT5"5"5"10"TEMPERED
GLASS
WIDTH
HEIGHTA B C
WIDTH
HEIGHTED
F G HHEIGHTWIDTH
SOLID6"6"3' - 7" MAXTEMPERED
GLASS
WIDTH
HEIGHT8"
SOLID
SOLID
SOLIDHEIGHTWIDTH
SOLID
SOLID
WIDTH
HEIGHTTTT TT
TT
TT
TTT
TTT
HEIGHTSLIDING
WIDTH
J
TT
RAILRAILFIXED LITE
2' - 6"
WIDTH
HEIGHTRESTROOM
TYPE A (TYPICAL)
MEN WOMEN
RESTROOM
TYPE B
PLAM BACKER
VINYL TEXT, GRAPHICS
AND BRAILLE, COLOR AS
SELECTED BY ARCH FROM
STANDARD COLORS (TYP)
8 1/2"9"8 1/2"9"1/8" CLEAR ALUM
ACCENT BAR (TYP)2"2"ROOM NO. AND TEXT,
RE: DOOR SCHEDULE
GENERAL
TYPE D2 1/2"8 1/2"
PLAM BACKER (TYP)
VINYL TEXT,
GRAPHICS AND
BRAILLE, COLOR AS
SELECTED BY ARCH
FROM STANDARD
COLORS (TYP)
RESTROOM
RESTROOM
TYPE C
8 1/2"9"2"GENERAL W/ INSERT
TYPE E5 3/4"8 1/2"
LARGE DIRECTIONAL
TYPE F2' - 3"1' - 5"
STAIR ID
TYPE G9"8 1/2"
STAIRROOM
###
INSERT
(CLEAR
MEDIA)
ASPEN
AMBULANCE DISTRICT
1ST LEVEL
TRAINING ROOM
2ND LEVEL
ADMINISTRATION
CHANGEABLE PAPER
INSERT, VERIFY TEXT
AND BACKGROUND
(List any additional public
information they owner may
want to print for someone
walking in the front door here)
DRAWN BY:CHECKED BY:
SHEET NO:
PROJECT NO:
DATE:
CHAMBERLIN ARCHITECTS
437 Main St.
Grand Junction, Colorado 81501
T 970.242.6804
725 Saint Joseph St., Suite B1
Rapid City, South Dakota 57701
T 605.355.6804
www.chamberlinarchitects.com
E N H A N C I N G E V E R Y D A Y L I V I N G T H R O U G H D E S I G N
C 2016 CHAMBERLIN ARCHITECTSA360://1740 - Pitkin County Ambulance Facility/1740-PCAF_CA.rvt3/21/2019 11:39:48 AMA701
March 22, 2019
1740
CASTLE CREEK ROAD
ASPEN, COLORADO
DOOR TYPES &
SCHEDULE
PROJECT STATUS: 100% CD
JW JW
ASPEN
AMBULANCE
DISTRICT FACILITY
DOOR SCHEDULE
DOOR
NO.
DOOR FRAME
HDWR SET NOTES
SIGNAGE
W H T MATERIAL TYPE
FIRE
RATING MATERIAL TYPE
DETAIL SIGN
TYPE TEXTJAMB HEAD SILL
101A 3' - 0" 8' - 0" 2" AL B - AL B01 RE: 1/A722 RE: 1/A722 1/A703 AL-01 D EXIT
101B 3' - 0 3/8" 7' - 0" 2" AL B - AL A01 1/A612 RE: 1/A721 - AL-03 D APPARATUS BAYS
102 3' - 0" 7' - 0" 1 3/4" WD A - HM 1 8/A702 7/A702 2/A703 09 UNDERCUT B
103 3' - 0" 7' - 0" 1 3/4" WD A - HM 1 8/A702 7/A702 2/A703 09 UNDERCUT A
104A 3' - 0" 7' - 0" 2" AL B - AL A02 RE: 1/A721 RE: 1/A721 4/A703 AL-04 E TRAINING ROOM
104B 3' - 0" 7' - 0" 1 3/4" HM A - HM 2 15/A703 14/A703 8/A703 01 -
105 3' - 0" 7' - 0" 1 3/4" HM A - HM 2 4/A702 3/A702 7/A703 02 D ELECRTICAL ROOM
106 10' - 0" 12' - 0" 3" STL H - STL - 6/A702 5/A702 - OH-01 - -
106A 6' - 4" 7' - 8" 0" - - - HM 2 10/A703 SIM 11/A703 SIM - CO-01 FRM'D OPENING (NO DOOR) - -
107 10' - 0" 12' - 0" 3" STL H - STL - 6/A702 5/A702 - OH-01 - -
108 14' - 0" 12' - 0" 3" STL G - STL - 6/A702 5/A702 - OH-01 - -
109 14' - 0" 12' - 0" 3" STL G - STL - 6/A702 5/A702 - OH-01 - -
110 14' - 0" 12' - 0" 3" STL G - STL - 6/A702 5/A702 - OH-01 - -
111 14' - 0" 12' - 0" 3" STL G - STL - 6/A702 5/A702 - OH-01 - -
112 3' - 0" 7' - 0" 1 3/4" HM A - HM 2 12/A703 13/A703 - 13 D DECON
113 6' - 0" 7' - 0" 1 3/4" HM E - HM 2 12/A703 13/A703 - 19 D READY ROOM
114 3' - 0" 7' - 0" 1 3/4" HM A - HM 1 8/A702 7/A702 - 07 D MEDICAL STORAGE
115A 3' - 0" 7' - 0" 1 3/4" HM A - HM 2 12/A703 13/A703 5/A703 13 D FITNESS
115B 10' - 0" 7' - 4" 1 1/2" STL F - - - 12/A702 11/A702 5/A703 OH-01 - -
116 6' - 0" 7' - 0" 1 3/4" WD E - HM 1 8/A702 7/A702 - 15 D STORAGE
201 3' - 0" 7' - 0" 2" AL B - AL A05 RE: 1/A721 RE: 1/A721 - AL-03 - -
203 3' - 0" 7' - 0" 1 3/4" WD A 20-MIN HM 1 8/A702 7/A702 3/A703 06 E OFFICE
204 3' - 0" 7' - 0" 1 3/4" WD A 20-MIN HM 1 8/A702 7/A702 3/A703 06 E OFFICE
205 3' - 0" 7' - 0" 1 3/4" WD A 20-MIN HM 1 8/A702 7/A702 3/A703 06 E OFFICE
206 3' - 0" 7' - 0" 1 3/4" WD A 20-MIN HM 1 8/A702 7/A702 3/A703 06 E OFFICE
208 3' - 0" 7' - 0" 1 3/4" WD A 20-MIN HM 1 8/A702 7/A702 2/A703 10 UNDERCUT C -
209 3' - 0" 7' - 0" 1 3/4" WD A 45-MIN HM 1 10/A702 9/A702 - 08 D MECHANICAL ROOM
211 3' - 0" 7' - 0" 1 3/4" WD A 20-MIN HM 1 10/A702 9/A702 - 08 D IT ROOM
212 3' - 0" 7' - 0" 1 3/4" WD A 20-MIN HM 1 8/A702 7/A702 3/A703 06 E OFFICE
213 2' - 6" 7' - 0" 1 3/4" WD A - HM 1 8/A702 7/A702 - 14 - -
214 3' - 0" 7' - 0" 1 3/4" WD A 20-MIN HM 1 8/A702 7/A702 3/A703 16 E CONFERENCE ROOM
215 5' - 3" 7' - 0" 3/4" GLASS J - 17/A703 16/A703 - RE: SPECS SLIDING DOOR D
216 3' - 0" 7' - 0" 2" AL B - AL B21 RE: 1/A722 RE: 1/A722 - AL-02 - -
219 3' - 0" 7' - 0" 1 3/4" WD A 20-MIN HM 1 8/A702 7/A702 - 20 D PANTRY
220 3' - 0" 7' - 0" 1 3/4" WD A 20-MIN HM 1 8/A702 7/A702 3/A703 20 - -
221 3' - 0" 7' - 0" 1 3/4" WD A 20-MIN HM 1 8/A702 7/A702 - 17 D LOCKERS
222 3' - 0" 7' - 0" 1 3/4" WD A 20-MIN HM 1 8/A702 7/A702 3/A703 20 D LAUNDRY
223 3' - 0" 7' - 0" 1 3/4" WD A 45-MIN HM 1 8/A702 7/A702 - 08 D MECHANICAL ROOM
225 3' - 0" 7' - 0" 1 3/4" WD A 20-MIN HM 1 8/A702 7/A702 6/A703 11 D SHOWER ROOM 1
226 3' - 0" 7' - 0" 1 3/4" WD A 20-MIN HM 1 8/A702 7/A702 6/A703 11 D SHOWER ROOM 2
227 3' - 0" 7' - 0" 1 3/4" WD A 20-MIN HM 1 8/A702 7/A702 6/A703 11 D SHOWER ROOM 3
228 3' - 0" 7' - 0" 1 3/4" WD A - HM 1 8/A702 7/A702 3/A703 18 D STORAGE
229 3' - 0" 7' - 0" 1 3/4" WD A 20-MIN HM 1 8/A702 7/A702 - 12 D BUNKROOM 4
230 3' - 0" 7' - 0" 1 3/4" WD A 20-MIN HM 1 8/A702 7/A702 - 12 D BUNKROOM 3
231 3' - 0" 7' - 0" 1 3/4" WD A 20-MIN HM 1 8/A702 7/A702 - 12 D BUNKROOM 2
232 3' - 0" 7' - 0" 1 3/4" WD A 20-MIN HM 1 8/A702 7/A702 - 12 D BUNKROOM 1
303A 3' - 0" 7' - 0" 1 3/4" HM D 1-HR HM 2 12/A703 13/A703 - 21 G
303C 3' - 0" 7' - 0" 1 3/4" HM D - HM 1 2/A702 1/A702 7/A703 03 D EXIT
303D 3' - 0" 7' - 0" 1 3/4" WD D 1-HR HM 1 8/A702 7/A702 3/A703 SIM 21 G
401 5' - 8" 7' - 0" 1 3/4" HM E - HM 2 10/A703 11/A703 7/A703 05 D FACILITY STORAGE
402 3' - 0" 7' - 0" 1 3/4" HM A - HM 2 10/A703 11/A703 7/A703 04 D HSS STORAGE
0'2'4'0'2'4'
A701
FRAME TYPES1
0'2'4'0'2'4'
A701
DOOR TYPES2
0'6"1'0'6"1'
A701
SIGN TYPES3
1
1
1
1
NO: ISSUED FOR: DATE:
1 Addendum #2 05-25-2018
2 Response to City of Aspen
Review Comments
7/16/18
Per Pre-Bid Question
#16 - Sliding barn
door specs, Ref ADD
#2.
Per Pre-Bid Question
#17 - Reference spec
section 083323
Overhead Coiling
Doors as part of ADD
#2.
Per Pre-Bid Question #18 -
Provide 2" door thickness
for door type OH-1. Ref
ADD #2 for change to Door
Schedule on Sheet A701.
Per Pre-Bid Question #51 - Door
schedule updated to specify glass.
Per Pre-Bid Question
#72 - Sign type F as
detailed is called out
in interior elevation
3/A404.
RE:PR-018. PR-018 HAS
CHANGED DOORS 206, 205,
204, 203, 2012 & 214 TO DOOR
TYPE B.
Per RFI-095 Door 303C to
be rated at 1HR.
RE: RFI-097. Per RFI-097 the
HM frame for opening 106A will
be deleted.
08/13/2019
08/13/2019
ALL OUTDOOR LIGHTING
MUST COMPLY WITH
THE CITY OF ASPEN LIGHTING CODE
SECTION 26.575.150
7
CONT BACKER ROD &
SEALANT (TYP)
HM FRAME, PNT
DOOR, RE: SCHED4"CONT SEALANT (TYP)
PRE FINISHED MTL EDGE CAP W/
WEEP HOLES, RIVET TO MTL PANEL
@ 12" O.C. W/ CONT SEALANT TAPE
THERMALLY BROKEN 'C' GIRT
WEATHER BARRIER FLASHING, LAP
OVER MTL SILL FLASHING FLANGE
PRE FINISHED MTL FLASHING W/
WEEP HOLES
PRE FINISHED MTL DRIP FLASHING
W/ HEMMED EDGE
6
PRE FINISHED MTL TRIM
7
CONT BACKER ROD &
SEALANT (TYP)
HM FRAME, PNT
DOOR, RE: SCHED2"CONT SEALANT (TYP)
PRE FINISHED MTL EDGE
CAP, RIVET TO MTL PANEL
@ 12" O.C. W/ CONT
SEALANT TAPE
THERMALLY BROKEN 'C' GIRT
PRE FINISHED MTL FLASHING
2"
6
9
CONT BACKER ROD &
SEALANT (TYP)
HM FRAME, PNT
DOOR, RE: SCHED4"STL ANGLE, RE: STR (PNT)
CONT
SEALANT (TYP)
WEATHER BARRIER OVER
WEATHER BARRIER
FLASHING
WEATHER BARRIER
FLASHING
THROUGH WALL WEEPS
& FLASHING
1' - 3"
6
9
CONT BACKER ROD &
SEALANT (TYP)
WEATHER BARRIER
FLASHING
HM FRAME, PNT
DOOR, RE: SCHED
GL
CONT
SEALANT (TYP)
BULLNOSE EDGE
2"2"
6
11
WEATHER BARRIER OVER WEATHER
BARRIER FLASHING
STL ANGLE & PLATE, RE: STR (PNT)
OH DOOR, RE: SCHED
0
WEATHER BARRIER FLASHING
THROUGH WALL WEEPS
& FLASHING
GROUT CAVITY SOLID BELOW
FLASHING
6
11
OH DOOR, RE: SCHEDULE
0
CONT BACKER ROD &
SEALANT
RETURN CMU
VENEER @ JAMB
6" DIA CONCRETE
FILLED BOLLARD.
ALIGN WITH DOOR
OPENING
1
1' - 0"1' - 6"
BULLNOSE EDGE 3"1
1/2"2"SEALANT, EA
SIDE (TYP)
HM FRAME,
PNT
DOOR, RE:
SCHED
2
1
1/2"2"SEALANT, EA
SIDE (TYP)
HM FRAME,
PNT
DOOR, RE:
SCHED
2
3
2"SEALANT, EA
SIDE (TYP)
HM FRAME,
PNT
DOOR, RE:
SCHED
3
2"SEALANT, EA
SIDE (TYP)
HM FRAME,
PNT
DOOR, RE:
SCHED
2
OVERHEAD
DOOR, RE:
SCHED
MTL STUD
HEADER, RE:
STRUC
2
DOOR, RE:
SCHED
CORNER GAURD
@ BOTH SIDES
DOUBLE STUD AT
JAMB, TYP.
DRAWN BY:CHECKED BY:
SHEET NO:
PROJECT NO:
DATE:
CHAMBERLIN ARCHITECTS
437 Main St.
Grand Junction, Colorado 81501
T 970.242.6804
725 Saint Joseph St., Suite B1
Rapid City, South Dakota 57701
T 605.355.6804
www.chamberlinarchitects.com
E N H A N C I N G E V E R Y D A Y L I V I N G T H R O U G H D E S I G N
C 2016 CHAMBERLIN ARCHITECTSBIM 360://1740 - Pitkin County Ambulance Facility/1740-PCAF_CA.rvt9/25/2018 8:49:25 AMA702
05/09/2018
1740
CASTLE CREEK ROAD
ASPEN, COLORADO
DOOR DETAILS
PROJECT STATUS: 100% CD
KH JW
ASPEN
AMBULANCE
DISTRICT FACILITY
0'3"6"0'3"6"
A702
HM DOOR HEAD @ WALL TYPE 73
0'3"6"0'3"6"
A702
HM DOOR JAMB @ WALL TYPE 74
0'3"6"0'3"6"
A702
HM DOOR HEAD @ WALL TYPE 91
0'3"6"0'3"6"
A702
HM DOOR JAMB @ WALL TYPE 92
0'3"6"0'3"6"
A702
OH DOOR HEAD @ WALL TYPE 55
0'3"6"0'3"6"
A702
OH DOOR JAMB @ WALL TYPE 56
0'3"6"0'3"6"
A702
HM DOOR HEAD @ WALL TYPE 1 & 27
0'3"6"0'3"6"
A702
HM DOOR JAMB @ WALL TYPE 1 & 28
0'3"6"0'3"6"
A702
HM DOOR HEAD @ WALL TYPE 39
0'3"6"0'3"6"
A702
HM DOOR JAMB @ WALL TYPE 310
0'3"6"0'3"6"
A702
OH DOOR HEAD @ WALL TYPE 211
0'3"6"0'3"6"
A702
OH DOOR JAMB @ WALL TYPE 212
NO: ISSUED FOR: DATE:
6 PR#010 9/25/2018
6
Per RFI-041 -
Disregard any
reference to bull nose
in the CD's
Block to be the split face
veneer per RFI-041
Refer to RFI-055 for the structural
detail required at the head of the
OH doors.
08/13/2019
08/13/2019
ALL OUTDOOR LIGHTING
MUST COMPLY WITH
THE CITY OF ASPEN LIGHTING CODE
SECTION 26.575.150
METAL
TRANSITION
STRIP, CENTER
UNDER DOOR
@ FLR'G OF DIFF
HGTS, RE: SPECS
DOOR,
RE: SCHED
PCONC,
RE: FINISH
PLANS
CT
METAL TRANSITION
STRIP, CENTER
UNDER DOOR @
FLR'G OF DIFF HGTS,
RE: SPECS
DOOR,
RE: SCHE
CPT, RE: FINISH
PLANS
CT
MTL TRANSITION
STRIP, RE; SPECS RUB
DOOR,
RE: SCHED
ALUM DOOR,
RE: SCHED
ALUM THRESHOLD,
SET IN FULL
SEALANT BED
CPT
FLOOR FINISH,
RE: FINISH PLANS
ALUM DOOR,
RE: SCHED
ALUM THRESHOLD,
SET IN FULL
SEALANT BED
TRANSITION STRIP,
CENTER UNDER
DOOR, RE: SPECS
CPT
DOOR,
RE: SCHED
FLOOR FINISH,
RE: FINISH PLANS
DOOR,
RE: SCHED
ALUM THRESHOLD
IN CONT SEALANT
BEDANGLE (TYP)SST GRATING
CARPET INSERT
5/8"10
CONT SEALANT & BACKER
ROD, EA SIDE (TYP)
HM FRAME, W/ EQ
RABBETS (PNT)
BOND BEAM, RE: STR
GL
DOOR, RE: SCHED2"MATCH CMU DEPTH
10
CONT SEALANT & BACKER
ROD, EA SIDE (TYP)
HM FRAME W/ EQ
RABBETS (PNT)2"MATCH CMU DEPTH
MASONRY FRAME ANCHOR
GL
DOOR, RE: SCHED2"DOOR,
RE: SCHED
ALUM THRESHOLD
IN CONT SEALANT
BED
2C
GL
CONT
SEALANT (TYP)
STL ANGLE,
RE: STR (PNT)HM FRAME,
PNT
DOOR, RE:
SCHED
9 1/4"2"2"
2C
PROVIDE DOUBLE
STUDS @ JAMBS
PERPENDICULAR
WALL
GL
SEALANT
2"9 1/4"
5
GL
CONT BACKER ROD &
SEALANT (TYP)
HM FRAME, PNT
DOOR, RE: SCHED4"STL ANGLE, RE: STR (PNT)
CONT
SEALANT (TYP)
WEATHER BARRIER OVER
WEATHER BARRIER
FLASHING
WEATHER BARRIER
FLASHING
THROUGH WALL WEEPS
& FLASHING
1' - 2"
2"
6
5
GL
BACKER ROD & SEALANT
DOOR, RE:
SCHED
WRAP WEATHER BARRIER INTO
OPENING AND SEAL
SEALANT
1' - 2"2"2"
6
WEATHER BARRIER
FLASHING
CASEWORK
SIDELITE RAIL,
RE: SPECS
WD BASE W/
CHAMFERED
EDGE
SIDELITE
DOOR, RE: SCHED
ALIGN RAIL W/
WALL FACE
1 1 1/4"4"
1
DOOR, RE:
SCHED
1 1/4"
DRAWN BY:CHECKED BY:
SHEET NO:
PROJECT NO:
DATE:
CHAMBERLIN ARCHITECTS
437 Main St.
Grand Junction, Colorado 81501
T 970.242.6804
725 Saint Joseph St., Suite B1
Rapid City, South Dakota 57701
T 605.355.6804
www.chamberlinarchitects.com
E N H A N C I N G E V E R Y D A Y L I V I N G T H R O U G H D E S I G N
C 2016 CHAMBERLIN ARCHITECTSBIM 360://1740 - Pitkin County Ambulance Facility/1740-PCAF_CA.rvt9/25/2018 8:49:27 AMA703
05/09/2018
1740
CASTLE CREEK ROAD
ASPEN, COLORADO
DOOR DETAILS
PROJECT STATUS: 100% CD
SH JW
ASPEN
AMBULANCE
DISTRICT FACILITY
0'3"6"0'3"6"
A703
DOOR THRESHOLD @ CT TO PCONC2
0'3"6"0'3"6"
A703
DOOR THRESHOLD @ CT TO CPT6
0'3"6"0'3"6"
A703
DOOR THRESHOLD @ CONC TO RUB5
0'3"6"0'3"6"
A703
DOOR THRESHOLD @ STOREFRONT A1
0'3"6"0'3"6"
A703
DOOR THRESHOLD @ CPT TO PCONC (ALUM DOOR)4
0'3"6"0'3"6"
A703
DOOR THRESHOLD @ CPT TO PCONC3
0'3"6"0'3"6"
A703
DOOR THRESHOLD @ GRADE7
0'3"6"0'3"6"
A703
WALK-OFF MAT9
0'3"6"0'3"6"
A703
HM DOOR HEAD @ CMU11
0'3"6"0'3"6"
A703
HM DOOR JAMB @ CMU10
0'3"6"0'3"6"
A703
DOOR THRESHOLD @ CPT & GRADE8
0'3"6"0'3"6"
A703
DOOR HEAD @ WALL TYPE 2C13
0'3"6"0'3"6"
A703
DOOR JAMB @ WALL TYPE 2C12
0'3"6"0'3"6"
A703
DOOR HEAD @ WALL TYPE 514
0'3"6"0'3"6"
A703
DOOR JAMB @ WALL TYPE 515
0'3"6"0'3"6"
A703
DOOR JAMB (SLIDING) @ WALL TYPE 117
0'3"6"0'3"6"
A703
SLIDING DOOR HEAD @ WALL TYPE 116
NO: ISSUED FOR: DATE:
6 PR#010 9/25/2018
08/13/2019
08/13/2019
ALL OUTDOOR LIGHTING
MUST COMPLY WITH
THE CITY OF ASPEN LIGHTING CODE
SECTION 26.575.150
Per Pre-bid Question#19 - Ref ASK-02 ofADD #2.Per PR-010 all interior windows to have GL-2type glass in lieu of IG-108/13/201908/13/2019ALL OUTDOOR LIGHTINGMUST COMPLY WITH THE CITY OF ASPEN LIGHTING CODESECTION 26.575.150
NOTES:T: TEMPERED GLASS
T
B0211' - 4 3/4"7' - 10"T
100' 3"
SILL
1
A732
________________________________________
7' - 6 1/2"
5
A732
________________________________________
1
A642
________________________________________
7
A732
________________________________________
SIM
B03
EGRESS
2
A731
________________________________________
5
A731
________________________________________
3
A733
________________________________________
3' - 0"
5
A731
________________________________________
119' - 5 1/2"
SILL8' - 7 1/2"119' - 5 1/2"
SILL
1
A731
________________________________________
4
A731
________________________________________
7
A731
________________________________________
2' - 5"7' - 6 1/2"7' - 6 1/2"7' - 6 1/2"7' - 6 1/2"2' - 5"
35' - 0"
B04
4
A733
________________________________________5' - 6 3/4"B065' - 9 1/4"4' - 9 1/4"
EGRESS
119' - 5 1/2"
SILL
1
A731
________________________________________
1
A733
________________________________________
3
A733
________________________________________
1
A733
________________________________________
7' - 4"
B07
2' - 2"
119' - 5 1/2"
SILL
1
A731
________________________________________
3
A733
________________________________________
1
A733
________________________________________4
A733
________________________________________5' - 7 3/4"B085' - 7 3/4"2' - 5 1/4"6' - 7 3/4"
9' - 1"
119' - 5 1/2"
SILL
1
A731
________________________________________
3
A733
________________________________________
1
A733
________________________________________
1
A733
________________________________________
B09
119' - 5 1/2"
SILL
1
A731
________________________________________
7
A731
________________________________________
15' - 10 1/2"
6
A732
________________________________________
1
A733
________________________________________8' - 7 1/2"5' - 6 3/4"7' - 11 1/4"7' - 11 1/4"
B13
119' - 5 1/2"
SILL
6' - 5"
1
A731
________________________________________
7
A731
________________________________________
4
A732
________________________________________
124' 8 1/4"
HEAD
123' - 10 1/2"
HEAD
5' - 2 3/4"4' - 5"4
A731
________________________________________
116' 0"
SILL7' - 0"2' - 8"
B142
A731
________________________________________
5
A731
________________________________________
7
A731
________________________________________
5
A731
________________________________________
B163' - 6 1/2"3' - 0"
119' - 5 1/2"
SILL
1
A731
________________________________________
7
A731
________________________________________
5
A731
________________________________________
2
A732
________________________________________
B173' - 6 1/2"4' - 4"
119' - 5 1/2"
SILL
1
A731
________________________________________
7
A731
________________________________________
2
A732
________________________________________
4
A733
________________________________________
B183' - 6 1/2"2' - 2"
119' - 5 1/2"
SILL
1
A731
________________________________________
7
A731
________________________________________
4
A733
________________________________________
4
A733
________________________________________
B19
2' - 7"10' - 9 3/4"
13' - 4 3/4"
119' - 5 1/2"
SILL
1
A731
________________________________________
7
A731
________________________________________
4
A733
________________________________________
3
A732
________________________________________11' - 7 1/2"T T T
TT
B01RE: SCHED4' - 3 3/4"RE: SCHED7' - 7 1/4"
100' 0"
SILL
8
A732
________________________________________
14' - 11 1/4"
7
A732
________________________________________
1
A642
________________________________________
5
A732
________________________________________
B12
2' - 6 1/2"7' - 9"2' - 6 1/2"
12' - 10"
119' - 5 1/2"
SILL
1
A731
________________________________________
7
A731
________________________________________
4
A732
________________________________________
4
A732
________________________________________
124' - 9"
HEAD
126' - 4 1/4"
HEAD
5' - 6 3/4"6' - 10 3/4"5' - 3 1/2"B11
5' - 7 1/2"2' - 6 1/2"
8' - 2"
119' - 5 1/2"
SILL
1
A731
________________________________________
7
A731
________________________________________
4
A732
________________________________________
4
A732
________________________________________
127' - 5 1/4"
HEAD
126' - 5' 1/4"
HEAD
5' - 6 3/4"6' - 11 3/4"7' - 11 3/4"EGRESS
B233' - 6 1/2"3' - 0"
119' - 5 1/2"
SILL
2
A731
________________________________________
5
A731
________________________________________
7
A731
________________________________________
4
A733
________________________________________
B201' - 8"7' - 2"6' - 4 1/2"6' - 4 1/2"3' - 3"
16' - 0"
T T T
116' 0"
SILL
4
A644
________________________________________
1
A733
________________________________________
6
A731
________________________________________
4
A733
________________________________________
SIM
B21
RE: SCHED 6' - 5 1/2"6' - 4 1/2"
16' - 0"7' - 2"T
T TRE: SCHED1' - 8"116' 0"
SILL
6
A731
________________________________________
4
A644
________________________________________
4
A733
________________________________________
4
A733
________________________________________
SIM
SIM3' - 6 1/2"3' - 6"
B22
119' - 5 1/2"
SILL
2
A731
________________________________________
5
A731
________________________________________
7
A731
________________________________________
5
A731
________________________________________
B106 3/4"119' - 5 1/2"
SILL
128' - 1"
HEAD
4' - 6"
1
A731
________________________________________
7
A731
________________________________________
6
A732
________________________________________4
A732
________________________________________5' - 6 3/4"8' - 0 3/4"8' - 7 1/2"108' 3"
SILL
2' - 8"6' - 0"B152
A731
________________________________________
5
A731
________________________________________
7
A731
________________________________________
5
A731
________________________________________
DRAWN BY:CHECKED BY:
SHEET NO:
PROJECT NO:
DATE:
CHAMBERLIN ARCHITECTS
437 Main St.
Grand Junction, Colorado 81501
T 970.242.6804
725 Saint Joseph St., Suite B1
Rapid City, South Dakota 57701
T 605.355.6804
www.chamberlinarchitects.com
E N H A N C I N G E V E R Y D A Y L I V I N G T H R O U G H D E S I G N
C 2016 CHAMBERLIN ARCHITECTSBIM 360://1740 - Pitkin County Ambulance Facility/1740-PCAF_CLOUD.rvt5/9/2018 4:41:08 PMA722
05/09/2018
1740
CASTLE CREEK ROAD
ASPEN, COLORADO
EXTERIOR
WINDOW TYPES
PROJECT STATUS: 100% CD
SH JW
ASPEN
AMBULANCE
DISTRICT FACILITY
0'2'4'0'2'4'
A722
EXTERIOR WINDOW TYPES1
NOTE: PROVIDE ROLLER
WINDOW SHADE
NOTE:
PROVIDE
ROLLER
WINDOW
SHADE
NOTE:
PROVIDE
ROLLER
WINDOW
SHADE
NOTE:
PROVIDE
ROLLER
WINDOW
SHADE
NOTE: PROVIDE ROLLER
WINDOW SHADE
NOTE: PROVIDE ROLLER
WINDOW SHADE
NOTE: PROVIDE
BLACKOUT ROLLER
WINDOW SHADE
NOTE: PROVIDE
BLACKOUT ROLLER
WINDOW SHADE
NOTE: PROVIDE ROLLER
WINDOW SHADE
NOTE: CHECK
ELEVATION FOR
JAMB DETAIL
VARIANCE
NO:ISSUED FOR: DATE:
Per Pre-bid Question
#43 - The
designation of
1/A733 is correct.
RE:RFI-042
Per RFI-042 the casement windows in elevation B03,
B04 & B06 are to large. The dimensions have changed
as well as the layout.
Per RFI-045 the
dimension has
changed to 5'-7 3/4"
Per RFI-084 B23 windows
to have blackout window
shades.
08/13/2019
08/13/2019
ALL OUTDOOR LIGHTING
MUST COMPLY WITH
THE CITY OF ASPEN LIGHTING CODE
SECTION 26.575.150
5
ALUM STOREFRONT W/ CONT SUB
SILL IN CONT SEALANT BED
SLOPE 3/4"PRE FINISHED MTL SILL FLASHING
W/ CONT GALV CLEAT
2 1/2"CONT PT WD 1x BLK'G
3/4" PWD BLOCKING
CONT BACKER ROD & SEALANT (TYP)
CONT SEALANT (TYP)
WD SILL W/ EASED EDGES
1/2"
CONT SEALANT FROM GWB TO SILL (TYP)
MTL 'C' GIRT
6
WEATHER BARRIER FLASHING, LAP 6" DOWN
WALL & OVER SILL BLKG INTO OPENING
7
WEATHER BARRIER FLASHING,
LAP 6" DOWN WALL
ALUM STOREFRONT W/ CONT SUB SILL
IN CONT SEALANT BED
PRE FINISHED MTL SILL FLASHING
W/ CONT GALV CLEAT
CONT PT WD BLK'G
SLOPE 3/4"
WD SILL W/ EASED
EDGES
CONT SEALANT (TYP)
THERMALLY BROKEN 'C' GIRT
CONT SEALANT FROM
GWB TO SILL (TYP)
CONT BACKER ROD &
SEALANT (TYP)
GL
6
3/4" PWD BLOCKING
7
PRE-FINISHED MTL PNL
PRE FINISHED MTL EDGE CAP, RIVET
TO MTL PANEL
PRE FINISHED BRK MTL SOFFIT
FLASHING
WEATHER BARRIER FLASHING
ALUM STOREFRONT WINDOW
CONT BACKER ROD & SEALANT,
EA SIDE (TYP)
GL
4"1/2"
WD SILL BELOW
CONT SEALANT (TYP)
6
7
PRE FINISHED BRK MTL
FLASHING CLOSURE
MTL 'C' GIRT
PRE FINISHED MTL EDGE
CAP W/ WEEP HOLES, RIVET
TO MTL PANEL
PRE FINISHED MTL DRIP
FLASHING W/ HEMMED EDGE
PRE FINISHED BRK MTL
SOFFIT FLASHING
WEATHER BARRIER FLASHING,
LAP INTO OPENING
ALUM STOREFRONT
WINDOW
CONT SEALANT (TYP)
CONT BACKER ROD &
SEALANT, EA SIDE (TYP)
PRE-FINISHED MTL PNL
WEATHER BARRIER FLASHING
6
C
1
0
CONT BACKER ROD &
SEALANT, EA SIDE (TYP)
WD SILL BELOW
DRYWALL RETURN
WEATHER BARRER
FLASHING
STL COLUMN, RE: STR
2
7
CONT SEALANT (TYP)
MTL SILL BELOW
PRE FINISHED MTL EDGE
CAP, RIVET TO MTL PANEL
PRE FINISHED BRK MTL
SOFFIT FLASHING
ALUM STOREFRONT WINDOW
4"1/2"MTL 'C' GIRT
6
4
6A
MTL 'C' GIRT
PRE FINISHED MTL EDGE
CAP W/ WEEP HOLES, RIVET
TO MTL PANEL
PRE FINISHED MTL DRIP
FLASHING W/ HEMMED EDGE
PRE FINISHED BRK MTL
SOFFIT FLASHING
WEATHER BARRIER FLASHING,
LAP INTO OPENING
STL BEAM, RE: STR
3 1/2"1"
CONT SEALANT (TYP)
CONT BACKER ROD &
SEALANT (TYP)
ALUM STOREFRONT WINDOW
PRE-FINISHED MTL PNL
WEATHER BARRIER
FLASHING
6
5
72 1/2"STL BEAM, RE: STR
1/2"4"
1/2"4"
WEATHER BARRIER
FLASHING
MTL 'C' GIRT
PRE FINISHED MTL EDGE
CAP W/ WEEP HOLES, RIVET
TO MTL PANEL
PRE FINISHED MTL DRIP
FLASHING W/ HEMMED EDGE
PRE FINISHED BRK MTL
SOFFIT FLASHING
ALUM STOREFRONT
WINDOW
CONT SEALANT (TYP)
CONT BACKER ROD &
SEALANT, EA SIDE (TYP)
PT WD BLK'G
WEATHER BARRIER FLASHING,
LAP 6" DOWN WALL & OVER 2x
SILL BLKG INTO OPENING
PRE FINISHED MTL SILL
FLASHING W/ CONT GALV CLEAT
PRE-FINISHED MTL PNL
CONT PT WD 2x BLK'G
SLOPE 3/4"WD SILL W/ EASED
EDGES
ALUM STOREFRONT
W/ CONT SUB SILL IN
CONT SEALANT BED
6
WEATHER BARRIER
FLASHING
3/4" PWD BLOCKING
DRAWN BY:CHECKED BY:
SHEET NO:
PROJECT NO:
DATE:
CHAMBERLIN ARCHITECTS
437 Main St.
Grand Junction, Colorado 81501
T 970.242.6804
725 Saint Joseph St., Suite B1
Rapid City, South Dakota 57701
T 605.355.6804
www.chamberlinarchitects.com
E N H A N C I N G E V E R Y D A Y L I V I N G T H R O U G H D E S I G N
C 2016 CHAMBERLIN ARCHITECTSBIM 360://1740 - Pitkin County Ambulance Facility/1740-PCAF_CA.rvt9/25/2018 8:49:27 AMA731
05/09/2018
1740
CASTLE CREEK ROAD
ASPEN, COLORADO
EXTERIOR
WINDOW DETAILS
PROJECT STATUS: 100% CD
KH, PH JW
ASPEN
AMBULANCE
DISTRICT FACILITY
0'3"6"0'3"6"
A731
WINDOW SILL DETAIL @ WALL TYPE 51
0'3"6"0'3"6"
A731
WINDOW SILL DETAIL @ WALL TYPE 72
0'3"6"0'3"6"
A731
WINDOW JAMB DETAIL @ WALL TYPE 75
0'3"6"0'3"6"
A731
WINDOW HEAD DETAIL @ WALL TYPE 77
0'3"6"0'3"6"
A731
WINDOW JAMB DETAIL @ WALL TYPE 7 & COLUMN TRANSITION4
0'3"6"0'3"6"
A731
WINDOW HEAD DETAIL @ WALL TYPE 6A6
0'3"6"0'3"6"
A731
WINDOW HEAD / SILL TRANSITION DETAIL @ WALL TYPE 7 AND BEAM3
NO: ISSUED FOR: DATE:
6 PR#010 9/25/2018
08/13/2019
08/13/2019
ALL OUTDOOR LIGHTING
MUST COMPLY WITH
THE CITY OF ASPEN LIGHTING CODE
SECTION 26.575.150
G.9
6
PRE-FINISHED MTL PNL
PRE-FINISHED MTL
CORNER
1/8" X 3/16" POP
RIVET 1'-0" O.C.
MTL 'C' GIRT
ALUM STOREFRONT
WINDOW
METAL SILL BELOW
1"3 1/2"4"1/2"6
6
STL COLUMN, RE: STR
1/2" PWD BLK'G
PRE FINISHED BRK MTL
SOFFIT FLASHING
CONT BACKER ROD &
SEALANT, EA SIDE (TYP)
WEATHER BARRIER FLASHING
J-TRIM GYP EDGE
CONT SEALANT (TYP)
WD SILL W/
EASED EDGES
CONT BACKER ROD &
SEALANT. EA SIDE (TYP)
6
WEATHER BARRIER
FLASHING
MTL 'C' GIRT
ALUM STOREFRONT
WINDOW
METAL SILL BELOW
CONT BACKER ROD &
SEALANT, EA SIDE (TYP)
PWD BLK'G6
6
14
STL COLUMN, RE: STR
PRE-FINISHED MTL
FLASHING
WD SILL BELOW
PRE-FINISHED MTL PNL
6
J
0
4 1/2"4 1/2"3/4"
ALUM STOREFRONT
90° CORNER
ALUM STOREFRONT
WINDOW
G.9
2
DRYWALL RETURN
ALUM STOREFRONT
WINDOW
CONT BACKER ROD &
SEALANT, EA SIDE (TYP)
WRAP WEATHER BARRIER INTO
OPENING
J-TRIM GYP EDGE
5
CONT SEALANT (TYP)
CONT SEALANT FROM MASONRY
TO STOREFRONT
6
J
ALUM STOREFRONT
WINDOW
CONT BACKER ROD &
SEALANT, EA SIDE (TYP)
1/2" PWD BLK'G
STL COLUMN, RE: STR
WEATHER BARRIER FLASHING
1" RIGID INSULATION @
COLUMNS (TYP)
BREAK MTL, FINISH TO
MATCH STOREFRONT
WD SILL BELOW
J
2
1/2" PWD BLK'G
STL COLUMN, RE: STR
WEATHER BARRIER FLASHING
1" RIGID INSULATION @
COLUMNS (TYP)
ALUM STOREFRONT WINDOW
CONT BACKER ROD &
SEALANT, EA SIDE (TYP)
BREAK MTL, FINISH TO
MATCH STOREFRONT4"1/2"4"1/2"
WD SILL BELOW
MTL SILL BELOW
J
4"1/2"
STL COLUMN, RE: STR
5
MTL 'C' GIRT
RETURN BLOCK @ JAMB
ALUM STOREFRONT
WINDOW
WEATHER BARRIER
FLASHING
WD SILL BELOW
MTL SILL BELOW
CONT BACKER ROD &
SEALANT (TYP)
WEATHER BARRIER
FLASHING
6
2
SLOPE
ALUM STOREFRONT
W/ CONT SUB SILL IN
CONT SEALANT BED
DRAWN BY:CHECKED BY:
SHEET NO:
PROJECT NO:
DATE:
CHAMBERLIN ARCHITECTS
437 Main St.
Grand Junction, Colorado 81501
T 970.242.6804
725 Saint Joseph St., Suite B1
Rapid City, South Dakota 57701
T 605.355.6804
www.chamberlinarchitects.com
E N H A N C I N G E V E R Y D A Y L I V I N G T H R O U G H D E S I G N
C 2016 CHAMBERLIN ARCHITECTSBIM 360://1740 - Pitkin County Ambulance Facility/1740-PCAF_CA.rvt9/25/2018 8:49:29 AMA732
05/09/2018
1740
CASTLE CREEK ROAD
ASPEN, COLORADO
EXTERIOR
WINDOW DETAILS
PROJECT STATUS: 100% CD
PH, SH DG
ASPEN
AMBULANCE
DISTRICT FACILITY
0'3"6"0'3"6"
A732
WINDOW JAMB CORNER DETAIL @ WALL TYPE 6 & COLUMN2
0'3"6"0'3"6"
A732
WINDOW JAMB DETAIL @ WALL TYPE 6 & 143
0'3"6"0'3"6"
A732
WINDOW CORNER DETAIL @ MAIN ENTRANCE6
0'3"6"0'3"6"
A732
WINDOW JAMB DETAIL @ WALL TYPE 5 AND COLUMN8
0'3"6"0'3"6"
A732
WINDOW JAMB DETAIL @ BREAK MTL COLUMN WRAP4
0'3"6"0'3"6"
A732
WINDOW JAMB CORNER DETAIL @ BREAK MTL COLUMN WRAP7
0'3"6"0'3"6"
A732
WINDOW JAMB DETAIL @ WALL TYPE 51
0'3"6"0'3"6"
A732
WINDOW SILL DETAIL @ SLAB5
NO: ISSUED FOR: DATE:
6 PR#010 9/25/2018
Per Pre-bid Question
#35 - Clarified in
ADD #2
08/13/2019
08/13/2019
ALL OUTDOOR LIGHTING
MUST COMPLY WITH
THE CITY OF ASPEN LIGHTING CODE
SECTION 26.575.150
1 0
M
2
4
2
4
125' - 1 1/4"
WINDOW HEAD
128' - 1"
LOUVER HEAD
ALUM LOUVER, RE: MECH
ALUM BRK MTL FLASHING TO MATCH STOREFRONT
WEATHER BARRIER FLASHING ON 1/2" PWD BLK'G
6" x 2" MTL STUD HEADER, FILL W/ INSULATION, RE: STR
ALUM STOREFRONT WINDOW
MANUAL ROLLER SHADE
SAG CLG, RE: RCP
CONT SEALANT (TYP)
CONT BACKER ROD & SEALANT, EA SIDE (TYP)
WD 2x BLK'G W/ CONT GWB WRAP @ ROLLER SHADE LOCATIONS
PRE FINISHED MTL EDGE CAP W/
WEEP HOLES, RIVET TO MTL PANEL
PRE FINISHED MTL DRIP FLASHING
W/ HEMMED EDGE
PRE FINISHED BRK MTL SOFFIT
FLASHING, FASTEN BEHIND LOUVER
FLANGE
MTL 'C' GIRT
WEATHER BARRIER FLASHING, LAP
INTO OPENING
PT WD 2x BLK'G
4"1/2"
7
WEATHER BARRIER, LAP OVER
WEATHER BARRIER BELOW &
THROUGH OPENING BEHIND LOUVER
2
4
1/2" PWD SHEATHING & RIGID INSULATION
@ LOUVER LOCATIONS W/ OUT DUCT
PT WD 2x BLK'G @ PWD LOCATIONS
VAPOR BARRIER
PRE-FINISHED MTL PNL
6
6
WEATHER BARRIER FLASHING
1 0
M
2
4
2
4
125' - 1 1/4"
WINDOW HEAD
128' - 1"
LOUVER HEAD
ALUM LOUVER, RE: MECH
ALUM BRK MTL FLASHING TO MATCH STOREFRONT
WEATHER BARRIER FLASHING ON 1/2" PWD BLK'G
ALUM STOREFRONT WINDOW
MANUAL ROLLER SHADE
SAG CLG, RE: RCP
CONT SEALANT (TYP)
CONT BACKER ROD & SEALANT, EA SIDE (TYP)
WD 2x BLK'G W/ CONT GWB WRAP @ ROLLER SHADE LOCATIONS
PRE FINISHED MTL EDGE CAP W/
WEEP HOLES, RIVET TO MTL PANEL
PRE FINISHED MTL DRIP FLASHING
W/ HEMMED EDGE
LAP WEATHER BARRIER OVER MTL
FLASHING FLANGE
PRE FINISHED BRK MTL SOFFIT
FLASHING, FASTEN BEHIND LOUVER
FLANGE
MTL 'C' GIRT
WEATHER BARRIER FLASHING, LAP
INTO OPENING
PT WD 2x BLK'G
4"1/2"
7
6" x 2" MTL STUD HEADER, FILL W/ INSULATION, RE: STR
PRE-FINISHED MTL PNL
6
WEATHER BARRIER FLASHING
0
PRE-FINISHED MTL PNL
ALUM STOREFRONT WINDOW
CONT BACKER ROD &
SEALANT, EA SIDE (TYP)
PRE FINISHED MTL
EDGE CAP
PRE FINISHED BRK MTL
FLASHING CLOSURE
WEATHER BARRIER FLASHING
MTL 'C' GIRT
CONT SEALANT (TYP)
1
6
MTL SILL BELOW
WD SILL BELOW
CONT SEALANT (TYP)
6
6
PRE FINISHED MTL EDGE CAP
PRE FINISHED BRK MTL SOFFIT FLASHING
ALUM STOREFRONT WINDOW
CONT BACKER ROD & SEALANT, EA
SIDE (TYP)
WD SILL BELOW
SEALANT
GYP RETURN
MTL SILL BELOW
MTL 'C' GIRT
PRE-FINISHED MTL PNL
6
WEATHER BARRIER FLASHING
DRAWN BY:CHECKED BY:
SHEET NO:
PROJECT NO:
DATE:
CHAMBERLIN ARCHITECTS
437 Main St.
Grand Junction, Colorado 81501
T 970.242.6804
725 Saint Joseph St., Suite B1
Rapid City, South Dakota 57701
T 605.355.6804
www.chamberlinarchitects.com
E N H A N C I N G E V E R Y D A Y L I V I N G T H R O U G H D E S I G N
C 2016 CHAMBERLIN ARCHITECTSBIM 360://1740 - Pitkin County Ambulance Facility/1740-PCAF_CA.rvt9/25/2018 8:49:31 AMA733
05/09/2018
1740
CASTLE CREEK ROAD
ASPEN, COLORADO
EXTERIOR
WINDOW DETAILS
PROJECT STATUS: 100% CD
PH DG
ASPEN
AMBULANCE
DISTRICT FACILITY
0'3"6"0'3"6"
A733
WINDOW HEAD DETAIL @ MECH LOUVER (W/ OUT DUCT)2
0'3"6"0'3"6"
A733
WINDOW HEAD DETAIL @ MECH LOUVER (W/ DUCT)3
0'3"6"0'3"6"
A733
WINDOW JAMB SEPARATION DETAIL @ WALL TYPE 61
0'3"6"0'3"6"
A733
WINDOW JAMB DETAIL @ WALL TYPE 64
NO: ISSUED FOR: DATE:
6 PR#010 9/25/2018
RE: RFI-096. RFI-096 clarifies the
Weather Barrier for the false
louvers on the north side of the
building.
08/13/2019
08/13/2019
ALL OUTDOOR LIGHTING
MUST COMPLY WITH
THE CITY OF ASPEN LIGHTING CODE
SECTION 26.575.150
08/13/201908/13/2019ALL OUTDOOR LIGHTINGMUST COMPLY WITH THE CITY OF ASPEN LIGHTING CODESECTION 26.575.150