HomeMy WebLinkAboutFile Documents.401 Castle Creek Rd.0024.2019 (33).ACBK
ARCHITECT: Chamberlin Architects, P.C.
BY: Jonathan West S:\1740 - Pitkin County Ambulance Facility\6. CONSTRUCTION\PROPOSAL REQUESTS\PR#021.1740.doc
PROPOSAL
REQUEST
FIELD
OWNER
ARCHITECT
CONTRACTOR
PROJECT: Aspen Ambulance District Facility
OWNER: Pitkin County
123 Emma Road, Suite #106
Basalt, CO 81621
TO: FCI Constructors, Inc.
3070 I-70 Business Loop Building A
Grand Junction, CO 81504
PROPOSAL REQUEST NO: Twenty-one (21)
DATE: March 11, 2019
ARCHITECT'S PROJECT NO: 1740
CONTRACT DATED: May 9, 2018
Please submit an itemized quotation for changes in the Contract Sum and/or Time incident to proposed modifications
to the Contract Documents described herein.
THIS IS NOT A CHANGE ORDER NOR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED
HEREIN.
Drawings
Sheet A101, Ground Level Floor Plan:
1. Relocate condenser units 1, 2 & 3 and the generator as illustrated in the attached revised Sheet.
2. Add (3) HSS8x8x1/4 columns at grid line 7 as illustrated in the attached Sheet.
Sheet A102, Upper Level Floor Plan:
1. Add pre-finished standing seam metal roof w/ gutter & downspout between grids 6 & 7 and F & H as
illustrated in the attached Sheet.
Sheet A121, Ground Level RCP:
1. Add roof structure between grids 6 & 7 and F & H as illustrated in the attached Sheet.
Sheet A141, Roof Plan:
1. Add roof below between grids 6 & 7 and F & H as illustrated in the attached Sheet.
Sheet A201, South Elevation:
1. Add roof structure between grids F & H as illustrated in the attached Sheet.
2. Add PV array on the high roof between grids B & F as illustrated in the attached Sheet.
Sheet A202, East Elevation:
1. Add roof structure between grids 6 & 7 as illustrated in the attached Sheet.
Sheet A513, Section 2:
1. Add roof structure between grids 6 & 7 as illustrated in the attached Sheet.
Sheet S102, Foundation Plan:
1. Add (3) HSS8x8x1/4 columns at grid line 7 as illustrated in the attached Sheet.
ARCHITECT: Chamberlin Architects, P.C.
BY: Jonathan West S:\1740 - Pitkin County Ambulance Facility\6. CONSTRUCTION\PROPOSAL REQUESTS\PR#021.1740.doc
Sheet S103, Upper Level Framing Plan:
1. Add (1) HSS12x8x1/4 beam at grid line 7 as illustrated in the attached Sheet.
2. Add (6) sloped HSS6x3x1/4 beams between grids 6 & 7 and F & H as illustrated in the attached Sheet.
Sheet S204, Typical Base Plate Details:
1. Add base plate Type J as illustrated in the attached Sheet.
Sheet S301, Framing Sections:
1. Modify section 1 as illustrated in the attached Sheet.
Sheet S303, Framing Sections:
1. Add sections 6, 7, 8 & 9 as illustrated in the attached Sheet.
Sheet M101, Ground Level Mechanical Plan:
1. Relocate condenser units 1, 2 & 3 and associated underground refrigerant piping as illustrated in the
attached revised Sheet.
Sheet P101, Ground Level Plumbing Plan:
1. Revise underground natural gas piping to generator as illustrated in the attached revised Sheet.
Sheet E201, Ground Level Power & Systems Plan:
1. Relocate condenser units 1, 2 & 3 and the generator as illustrated in the attached revised Sheet.
Attachments: A101; A102; A121; A141; A201; A202; A513; S102; S103; S204; S301; S303; M101; P101; E201
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
2A
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"4' - 0"10' - 0"4' - 0"10' - 0"14' - 0"4' - 1 3/4"3' - 4"7' - 2"9 3/4"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' - 0"14' - 0"6' - 8 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
2A
2A
2A
2A
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"15
15
15
15
15
ASK-09
2
ASK-091
6' - 0"3' - 0"3' - 0"3' - 0"5' - 0"
HHS COL, RE: STRUCT, PNT
17
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.rvt3/11/2019 11:04:01 AMA101
March 11, 2019
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
NO: ISSUED FOR: DATE:
4 RFI-009 08/10/18
15 ASI#06 3/4/19
17 PR#021 3/11/19
4
..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.
A2021
A201
A202
A201
1
2
2
A B C D E G.9 I J
1
2
4
5
6
7
WAITING
201
OFFICE
203
OFFICE
204OFFICE
205
FLEX
206
MECH/ELEC
209
CORRIDOR
210
STOR.
213
OFFICE
212
CONFERENCE
214
LIBRARY /
REPORTS
215
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
206 205 204 203
214 212
219
221
220
225
226
227
228
229
230
231
232
303D
OPEN
TO BELOW
CANOPY
OUTLINE
3
TOILET
208
IT
211
DINING
217
DAYROOM
216
KITCHEN
218
209208
211
MECH
223
213
A301
3
A301
4
A407
9
10
8 11
A302
1
3
A513
________________________________________
1
A513
________________________________________
F
223 222
PANTRY
219
2A 2A
7
6
6
6
6
7 6 6
7
1
1
1A
1A
11
2A
2A
2A 1
12
3A
2
1
2
11
2
1
11
1
1A1A
1A1A
22
1
B03 B06 B07 B08
B16
B17B18B18B19
B20B21
A4077
6
5
2
A302
7
216
201
4
2A
2A
A202
4
6
7
A651
4
A652
3
STAIR
303
STAIR
302
ELEVATOR
301
0
1' - 0"8' - 9"3' - 0"60' - 3 1/4"1' - 0"7' - 4"1' - 0"2' - 2"4' - 5 1/2"2' - 2"1' - 0"9' - 1"9 3/4"2' - 2"5' - 9 3/4"2' - 2"1' - 0"15' - 7"2 3/4"9 3/4"9' - 0"12' - 8 3/4"3' - 0"19' - 0"16' - 0 1/2"11 1/2"1' - 4"13' - 4 3/4"1' - 0"2' - 2"8' - 6"2' - 2"6' - 6"4' - 4"1' - 4"15' - 9 1/4"1' - 0"
14
1' - 0"29' - 4 1/4"3' - 6"4' - 5"34' - 2 3/4"
G
5 3 ALIGNALIGN8' - 1 3/4"9' - 9 1/2"9' - 9 1/2"
1
2
A511
________________________________________
2
A513
________________________________________
CTR WALL ON
GRID LINE
CTR WALL ON
GRID LINE
CTR WALL ON
GRID LINE CTR WALL ON
GRID LINE
2
A512
________________________________________
3
A511
________________________________________
A732
3
1
A512
________________________________________
18' - 6 1/4"18' - 0"18' - 0"18' - 0"14' - 0"14' - 0"10' - 11 1/2"6' - 4 3/4"10' - 1 1/2"
128' - 0"10' - 0"6' - 9"4' - 3 1/4"11' - 10"22' - 5"4' - 6"59' - 9 1/4"33' - 7 1/2"10' - 5"1' - 9"3' - 0"1' - 6"9' - 6"9 3/4"8' - 0 1/4"6' - 10 1/4"5' - 10 1/2"5' - 10 1/4"8' - 1 1/4"4' - 9 1/2"10' - 1"9' - 5"9' - 5"9' - 0"2' - 11 1/2"4' - 5 3/4"11' - 11 1/2"4' - 6 1/4"13' - 11 3/4"4' - 6"13' - 8 1/2"CTR WALLS ON
GRID LINES
CTR WALL ON
GRID LINE
CTR WALL ON
GRID LINE
A732
2
A732
6
A733
1
DN
A05
7A
7A
A406
11
DECK
233
B07 B07 B07 B09
B23
B22
A301
5
B10
B11
B12
B13
B14
B23
B23
GWB SOFFIT OVER
ENTRY BELOW
A732
4
1
A644
________________________________________
2
A644
________________________________________
4
A644
________________________________________
3/4"x36" FIXED & SLIDING
DOOR GLASS PANELS10' - 11"10' - 11"10' - 6 1/2"A733
1 OPP
SLOPE
TYP
1
A511
________________________________________
6A 215
A703
17
ROOF DRAINS BELOW, TYP OF 6.
SLOPE 1/4":12" TOWARDS DRAINS
24"x24" CONC PAVERS ON ADJUSTABLE PEDESTALS
ON SINGLE PLY ROOF MEMBRAN ON 1/2" COVER
BOARD ON HIGH DENSITY RIGID INSULATION
RD RD
RDRD
RD RD
3.5
17
9
A653
________________________________________
SIM
PRE-FINISHED
STANDING SEAM
MTL ROOF
SST PIPE SNOW
GUARD
PRE-FINISHED
MTL GUTTER W/
DOWNSPOUT
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 11:29:51 AMA102
March 11, 2019
1740
CASTLE CREEK ROAD
ASPEN, COLORADO
UPPER LEVEL
FLOOR PLAN
PROJECT STATUS: 100% CD
SH PH
ASPEN
AMBULANCE
DISTRICT FACILITY
GENERAL NEW CONSTRUCTION NOTES
0'4'8'0'4'8'
A102
UPPER LEVEL FLOOR PLAN1
NO: ISSUED FOR: DATE:
17 PR#021 3/11/19
SS
PS
SS
SS
SGYP BD, PAINT
LEGEND
RECESSED DOWNLIGHT,
RE: ELEC
PENDANT DOWNLIGHT, RE: ELEC
2X2 SUSPENDED ACOUSTIC GRID.
BALANCE TILE AND GRID AT EDGES
IN ROOMS, UNO.
2'X2' RECESSED LIGHT, RE: ELEC
SUSPENDED LOBBY PENDANT,
RE: ELEC
HIGH BAY LIGHT, RE: ELEC
PENDANT DIRECTIONAL DOWNLIGHT,
RE: ELEC
PENDANT, RE: ELEC
LINEAR LED PENDANT
FIXTURE, RE: ELEC
EXIT SIGN, INDICATING DIRECTIONAL
ARROW & SIGN ORIENTATION, RE: ELEC
SUPPLY AIR GRILLE,
RE: MECH
EXHAUST FAN, RE: MECH
NOTE:
CENTER LIGHT FIXTURES IN SPACE
AS SHOWN ON REFLECTED CEILING
PLANS WHEN LIGHT FIXTURES ARE
NOT DIMENSIONED. (TYP)
CEILING MOUNTED
PROJECTOR
RETURN AIR GRILLE, RE:
MECH
READING LIGHT WALL
SCONCE, RE: ELEC
UNDERCABINET LIGHT
RE: ELEC
S CEILING MOUNTED SPEAKER
OCCUPANCY SENSOR, RE:
ELECSMOKE DETECTOR, RE ELEC
1' X 4' SUSPENDED
FIXTURE, RE: ELEC
2' X 4' RECESSED OR
SUSPENDED FIXTURE,
RE: ELEC
RECTANGULAR WALL
SCONCE, RE: ELEC
WALL SCONCE
(SINGLE), RE: ELEC
WALL SCONCE
(DOUBLE), RE: ELEC
P
1'X4' RECESSED LIGHT, RE: ELEC
NL WALL MOUNTED NIGHT LIGHT,
RE: ELEC
WD EXTERIOR SOFFIT
ART LIGHT, RE: ELEC
P PHOTO CELL, RE: ELEC
3" X 6' FIXTURE, RE:
ELEC
A B C D E G.9 I J
1
2
4
5
6
7
3
OTS
OTSOTS
READY
ROOM
113
FITNESS
115
TRAINING
ROOM
104
STORAGE
116
ELEC.
105
ELEVATOR
301
STAIR
302
LOBBY
101
MEN
103
WOMEN
102
APPARATUS
BAY #1
106
APPARATUS
BAY #2
107
APPARATUS
BAY #3
108
APPARATUS
BAY #4
109
APPARATUS
BAY #5
110
APPARATUS
BAY #6
111
DECON
112
MEDICAL
STORAGE
114
STAIR
303
OTS
OTA
WALL MOUNTED LIGHT
ACTIVATED WHEN
DOOR OPENS
9' - 0"
9' - 0"
9' - 0"
F
OTS
13' - 0"EQEQ11' - 0"
7' - 0 1/2"
9
A611
________________________________________
10
A611
________________________________________
5
A611
________________________________________
EQ 8' - 0"8' - 0"EQ
0
EQEQEQ 4' - 0"EQ
EQ EQ
EQ4' - 0"EQG
5' - 0"10' - 0"10' - 0"5' - 0"
SPEAKER,
RE: ELEC
2' - 0"6' - 0"6' - 0"2' - 0"EQEQOTS
EQ10' - 0"EQEQ 7' - 0"7' - 0"
EQ EQEQEQ8' - 0"
EQ 8' - 0"EQ EQEQEQ EQ
EQEQEQ EQ
EQ10' - 0"EQEQEQEQ EQ
EQ 4' - 8"EQ
4' - 8"15' - 0"15' - 0"ART LIGHT,
RE: ELEC
OTS
EQ EQ (TYP)
ALIGN
9' - 0"
TYP
11' - 7 1/2"
PRE FINISHED MTL SOFFIT
FLASHING PERIMETER
WD 1x6 PLANK SOFFIT1
A642
________________________________________
3.5
1
ASK-05
________________________________________
HHS BEAM, RE:
STRUCT (TYP, PNT)
ROOF DECK, RE:
STRUCT (PNT)17
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 11:13:38 AMA121
March 11, 2019
1740
CASTLE CREEK ROAD
ASPEN, COLORADO
GROUND
REFLECTED
CEILING PLANS
PROJECT STATUS: 100% CD
SH JW
ASPEN
AMBULANCE
DISTRICT FACILITY
0'4'8'0'4'8'
A121
GROUND LEVEL RCP1
NO: ISSUED FOR: DATE:
17 PR#021 3/11/19
..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
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
1616
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.rvt3/11/2019 11:17:53 AMA201
March 11, 2019
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
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
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.rvt3/11/2019 11:21:55 AMA202
March 11, 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
NO: ISSUED FOR: DATE:
1 Addendum #2 05-25-2018
5 RFI-005 8-13-18
17 PR#021 3/11/19
5
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
11I.9I.9IIG.9G.9GGFFEEDDCCBA.1A.12.13445.95.9127' - 6"18' - 3 3/8" 18' - 0" 18' - 0" 18' - 0" 14' - 0" 14' - 0" 11' - 2 3/8" 6' - 1 5/8" 9' - 10 5/8"60' - 5 5/8"10' - 9 1/4" 37' - 9"1' - 0"8 3/8"59' - 9 1/4"10' - 3" 6' - 6" 4' - 3 1/4" 4' - 9 7/8" 7' - 0 1/4" 22' - 4 7/8" 3' - 6"1' - 0"8 3/8"128' - 10"15' - 9" 5' - 0 3/8" 15' - 6" 18' - 0" 18' - 0" 14' - 0" 14' - 0" 11' - 2 3/8" 6' - 1 5/8" 9' - 10 5/8" 1' - 1"2' - 3 3/8" 14' - 0" 2' - 0" 2' - 0" 14' - 0" 2' - 0" 2' - 0" 14' - 0"2' - 0" 2' - 0" 14' - 0" 2' - 0" 2' - 0" 10' - 0" 2' - 0" 2' - 0" 12' - 0"10"1' - 1"1' - 0"SLOPESLOPESLOPESLOPEAPPARATUS BAY6" CONCRETE SLABON GRADE5S300TYP.T.O. SLAB @ DRAINEL. 99'-10 1/4"SLOPESLOPESLOPESLOPESLOPESLOPESLOPESLOPESLOPESLOPESLOPESLOPESLOPESLOPESLOPESLOPESLOPESLOPESLOPESLOPE(TYP.)6' - 8 7/8"(TYP.)6 1/4"(TYP.)6' - 8 7/8"2' - 0" 10' - 0" 4' - 0" 10' - 0"2' - 0"4' - 8 7/8"6 1/4"4' - 8 7/8"4' - 8 7/8"6 1/4"4' - 8 7/8"(TYP.)6' - 8 7/8"(TYP.)2' - 9 7/8"(TYP.)3' - 9 1/8"(TYP.)6' - 8 7/8"(TYP.)4' - 8 7/8"(TYP.)2' - 9 7/8"(TYP.)4' - 8 7/8"(TYP.)3' - 6"4" CONCRETE SLABON GRADE3S3001S3002S3003S3004' - 10 3/4"7S3003.5G.8G.8B.1A.9CCBBBAABCC4S300TYP.HSS5X5X1/4(B)HSS6X6X1/4(D)HSS6X6X1/4(D)TOPSTEPT.O. WALLEL. 100'-0"T.O. WALLEL. 100'-2"6"8"1' - 0"TOPSTEP1' - 10 3/8"1' - 4 3/8"BOTTOMSTEPT.O. WALLEL. 116'-8"T.O. FOOTINGEL. 99'-2"2' - 2"T.O. WALLEL. 116'-8"1' - 0"8"6"TOPSTEPHSS6X6X3/8(C)HSS6X6X1/2(C)CTOPSTEPT.O. WALLEL. 109'-8"T.O. WALLEL. 115'-8 1/2"(TYP. U.N.O.)2' - 4"T.O. FOOTINGEL. 99'-2"1' - 6 3/8"14' - 0" 4' - 0" 14' - 0" 4' - 0" 14' - 0" 4' - 0" 14' - 0"2' - 0"D1HSS6X6X3/8(D)HSS6X6X1/2(C)HSS6X6X1/2(C)TOPSTEPT.O. RETAINING WALLEL. 114'-0"1' - 0"6"8"1' - 0"T.O. WALLEL. 109'-6"1' - 4 7/8"BOTTOMSTEPE8' - 4" 11' - 7 1/4"5' - 9"10' - 6 3/4"HSS6X6X1/4(C)TOPSTEPHSS5X5X1/4(B)HSS6X6X1/4(C)3' - 0"4' - 1 3/4"8' - 8 7/8"3"B1' - 4"(TYP.)1' - 4"T.O. WALLEL. 100'-8"4' - 4 3/8"40' - 2 1/4"6' - 9"9' - 2"HSS6X6X3/8(C)T.O. WALLEL. 100'-3"TOPSTEPT.O. FOOTINGEL. 97'-0" (TYP.)HSS6X6X1/2(C)HSS5X5X3/8(B)T.O. FOOTINGEL. 96'-0"HSS5X5X3/8(D)HSS5X5X5/16(E)HSS5X5X5/16(E)HSS5X5X5/16(D)T.O. WALLEL. 100'-0" (TYP.)T.O. FOOTINGEL. 97'-0" (TYP.)HSS6X6X1/2(D)CCCCCC(TYP.)1' - 4"(TYP. U.N.O.)2' - 4"HSS6X6X5/16(D)CDDDHSS6X6X1/2(C)DDDT.O. INT. FOOTINGEL. 99'-2"(TYP. U.N.O.)HSS6X6X3/8(C)HSS6X6X1/2(C)HSS6X6X3/8(C)20' - 8"67' - 2 3/4"24' - 8" 16' - 3 1/4"(TYP.)1' - 4"8 3/8" 7 5/8"6S3003 5/8"HSS6X6X3/8(C)8S300TYP.9S300HSS6X6X3/8(C)HSS6X6X5/16(C)HSS6X6X3/8(C)HSS6X6X3/8(C)HSS6X6X3/8(C)P-3T.O. PILASTEREL. 99'-4" (TYP.)P-1AP-1P-1P-1P-1P-1T.O. PILASTEREL. 99'-4" (TYP.)BB9' - 1 1/8"TRENCHDRAINRE: ARCH.(TYP.)P-4NOTE:SEE SHEET S105FOR RETAININGWALL DETAILS3' - 8 3/4"2' - 0 1/4"NOTE:DEPRESS SLABFOR MATSEE ARCH.CONTROLJOINT(TYP.)(TYP.)12'-0" MAX15' - 0" 18' - 0" 20' - 6 3/8"BHSS6X6X3/8(C)BDEPRESS STEMWALL ANDDROP TOP REINF.8" MAX. @ DOOR OPENINGS(TYP.)D14' - 4 3/8" 10' - 7 5/8"6"6"CONCRETE TIE BEAM1'-0" WIDE x 1'-0" DEEP(T.O. TIE BEAM = 99'-4")HSS10X3X5/16(F)HSS10X3X5/16(F)HSS5X5X3/8(C)5 1/2" 2 1/8"2 1/8" 5 1/2"S100ATYP.6 3/8"P-51' - 1"P-6AP-6P-6P-6P-7P-5F.D.SEE MECH.18"ØSUMP PITAAHHJJ510"3"66004.9210S30077F.1P-810"3"3"P-93"4"2' - 0 1/8"11S300P-2P-218' - 8"1' - 4"1S2012S2011' - 0"T.O. WALLEL. 115'-6"TOPSTEPFT.O. FOOTINGEL. 99'-4"STAIR LANDINGCOLUMNSRE: STEEL SHOPDRAWINGS4"1' - 6 1/2"8' - 10" 2' - 3 1/8"1' - 3 7/8"HSS8X8X1/4(J)HSS8X8X1/4(J)HSS8X8X1/4(J)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 ARCHITECTS802 Rood AvenueGrand Junction, CO 81501PHONE: 970-241-0900FAX: 970-243-2430www.lindauerdunn.comC:\Users\JeffGrna\Documents\17.085-PCAF-S17_jgrna.rvt3/5/2019 10:05:14 AMS10207/16/1817.085CASTLE CREEK ROADASPEN, COLORADOFOUNDATION PLANPROJECT STATUS: 100% CDJDGFNRASPEN AMBULANCEDISTRICT FACILITY1. TOP OF SLAB ELEVATION = 100'-0" (TYP. U.N.O.).2. REINFORCE 4" CONCRETE SLABS ON GRADE W/ #3 @ 12 EA. WAY. PLACE REINFORCEMENT IN TOP HALF OF SLAB ON CHAIRS. DO NOT LOCATE REINFORCEMENT BY LIFTING DURING CONCRETE PLACEMENT.3. REINFORCE 6" CONCRETE SLAB W/ #4 @ 10 EACH WAY, TOP AND BOTTOM. OMIT CONTROL JOINTS AT 8" SLAB.4. VERIFY DOOR OPENING LOCATIONS AND ROUGH OPENING DIMENSIONS WITH ARCHITECTURAL DRAWINGS PRIOR TO CONSTRUCTION.5. PROVIDE (2) #5x TOP AT DOOR DEPRESSIONS. PROVIDE #4x DOWELS @ 16 INTO INTERIOR SLABS.NORTH2'-0" 2'-0"2'-0"2'-0" 3/16" = 1'-0"FOUNDATION PLANNO: ISSUED FOR: DATE:2 Revision 05/29/188 RFI #33 09/25/1810 Stair Add. 10/30/1813 PR #21 02/28/1913