HomeMy WebLinkAboutFile Documents.401 Castle Creek Rd.0024.2019 (76).ACBKDetailed, RFIs Grouped by RFI Number
Request for Information 040
Aspen Ambulance District Facility FCI Constructors, Inc. - GJProject # 10-17-033
Aspen, CO 81611 Tel: 970-434-9093 Fax: 970-434-7583
RFI #: 040 Date Created: 9/27/2018
Author Company Authored ByAnswer Company Answered By
Chamberlin Architects, Inc. Jonathan West FCI Constructors, Inc. - GJ Sam Meeks
437 Main Street
Grand Junction, CO 81501
P. O. Box 1767
Grand Junction, CO 81502
Co-Respondent Author RFI Number
DisciplineSubject Category
ConfirmationArchitectural/StructuralRetaining Wall Joints & Dimension Changes
Company Name Contact Name Copies NotesCc:
Chamberlin Architects, Inc. Daniel Gartner 1
FCI Constructors, Inc. - GJ Brady Blackmer 1
FCI Constructors, Inc. - GJ Brian Young 1
FCI Constructors, Inc. - GJ David Hale 1
Question Date Required: 10/4/2018
Please refer to the attached.
Per the retaining wall plan on sheet S-105, it appears that the three retaining walls (northwest, southwest and southeast)
that tie into the building are shown to pour up against the retaining walls for the building. Per architectural sheets A-101
and A-121 it shows the walls pouring up against the masonry on the building. Per conversation between Brian &
Jonathan, the walls should pour up against the masonry as shown in the architectural plans.
Also, there are a couple of dimensions that were adjusted in the same conversation. Se the attached sheet A101 for the
changes to the outside of wall from gridlines 7 and 0. The overall width of the wall type 9 & 9A on sheet A001 also
changes from 1'-4 ½" to 1'-5 5/8". This will make the cmu on detail 11/S300 overhang the footing by ½".
Suggestion
Answer Date Answered:
This RFI is for documentation only, no response is required.
Prolog Manager Printed on: 9/27/2018 FCI_Integration Page 1
A2021
A201
A202
A201
1
2
2
A B C D E H 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
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"2' - 10"3' - 2"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 3/4"18' - 6 1/4"18' - 0"18' - 0"18' - 0"14' - 0"14' - 0"10' - 11 1/2"6' - 4 1/2"10' - 1 3/4"
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
3' - 0"3' - 0"3' - 11"5' - 0"7' - 10"3' - 0"
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
2
2
2
2
4' - 2 1/4"
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.
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 4:39:21 PMA101
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
NO:ISSUED FOR: DATE:8 7/8"9 5/8"9 5/8"