CRO267A0_ADD01_0004.pdf
PDF 2 MB Posted
- Attached to
- IL-CRAB ORCHARD NWR-GAOA-VIST CENTER BLD
- Solicitation number
- 140F0821R0011
About this file
This document contains a floor plan and technical specifications for the construction of a visitor center addition at Crab Orchard National Wildlife Refuge. The project involves building a 2,135 square foot single-story visitor center addition connecting to an existing headquarters building. The floor plan depicts the layout of 14 rooms including an exhibit area, multi-purpose room, mechanical room, offices, restrooms, and more. Technical specifications include information on walls, doors, windows, structural components, finishes, and notes for demolition work, patching, doweling the new slab to the existing patio, and modifications to an existing screen wall. The related federal contract opportunity is solicitation number 140F0821R0011 for the construction of the visitor center addition, issued by the Department of the Interior Fish and Wildlife Service.
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Text version
SHEET_____OF_____
VISITOR CENTER
BYDESCRIPTIONDATEREVISION
DESIGNED:
CADD:
CHECKED:
DRAWING NO:
DRAWN: DATE:
WILLIAMSON COUNTY
CRAB ORCHARD NATIONAL WILDLIFE REFUGE
ILLINOIS
DJR06/21
21-RF-004PROJECT NUMBER:
01 08/21 ADDENDUM #01 - REVISE DOOR 143.2 SJH
SCALE 1/8"=1'-0"15
1 0 8 16
SCALE: 1/8" = 1'-0"
Floor Plan Key
A1.0
FLOOR PLAN
HANCOCK SJH
3R-IL-415-1267CRO267A0.DWG 15
1T
-C G-
1T
-C G-
1T
-C G-
1T
-C G-
1T
-C G-
1T
-C G-
1T
-C G-
1T
-C G-
451T-CG-013
451T-CG-002
451T-CG-013
451T-CG-002
451T-CG-013
451T-CG-013
Q
451T-CG-013
451T-CG-013
451T-CG-002
451T-CG-013
451T-CG-002
AED
FEC
F
451T-CG-013
451T-CG-013
V
DD
DD
451T-CG-013
30 24
3' -4
/2
R
.O
8' -6
/4
8'-5 1/4" 11'-10 3/4" R.O.
43'-7 5/8"
4'-6 5/8"
2'-7 3/4"
R.O. TYP
7'-3 3/4" 13'-2 1/2" 3'-3 3/4" R.O.
1'-5 1/4"
12'-5 1/4"
1'-0 7/8"
12'-2 5/8"
'-2
/8
14'-0" 5'-4 7/8"
6' -0
8'-0"
7'-9 1/8"
'-1
3/
8"
3' -4
/2
R
.O
1'-0 1/4"
TYP.
2'-4 1/8"
10'-6"
4' -8
7'-8 1/4" 9'-5 1/8"
VESTIBULE
EXHIBIT
FAM. RR.
MULTI-PURPOSE
E.E. STOR.
STOR.
A/V
MECH.
JAN.
STOR.
STOR.
OFFICE
BOOKSTORE151
152.1
151.1
150.1149.1
8.
1147.1
5.
6.
6.
4.
3.
143.2
142.3 142.1
1.
1.
3'-4 1/2" R.O.
3'-4 3/4" R.O.
1'-4 1/4" 2'-6 1/2"
'-6
2'-7 3/4"R.O.A
A
A
30'-3 3/4" 49'-1 1/8"
7'-1 7/8"
'-2
/8
7'-6 5/8"
2-P2-A
2-2
2-4
'-8
/8
2-1
'-1
7/
8"
2-6
2-B
8'-0"
2-9
60.00°
2-8
E E1
F1
B
4'-4 1/4"
B
B
1 2
30'-4 3/4" 16'-6 3/4"
5'-8 3/4" R.O.
2-P
F1
'-1
/8
14'-1 3/4"
2.
2-7
1' -6
"12 '-1
7/
8" 3'
-2
/2
'-6
/2
2-C 2-D 2-E
2-F 2-H 2-M
16'-6 3/4" 16'-6 3/4"
13'-7 3/4" 3'-3 3/4" R.O.
4'-8 3/8"
2-G 2-J 2-K 2-L 2-N
8 3/4"
3'-3 3/4" R.O.
1'-5 1/4"
3'-3 3/4" R.O.
2-3
'-8
/8
2-Q
2-A
9'-0"9'-0"4'-0"10'-0"10'-0"10'-0"10'-0"10'-0"1"
2-R
2-12
2-11
2-13
2-5 2' -1
1'-0"
PHASE 1
HEADQUARTERS
BUILDING
PHASE 2
VISITORCENTER
PHASE 1
HEADQUARTERS
BUILDING
PHASE 2
VISITOR
CENTER
FE
C
FEC
E
E
E
'-0
/8
" E
E
E1
E
F2 F
E1 E1E2
E1
F2
F3
F1
E3 F1
E1
E1
F1
30.00°
2-R
23'-2 3/8"
8"
8"
8"
F4
F1
12 13
F1
8"
B B
B B
AAAAB1B1B1B1
G V U
U
V
EEFF
EE
EE
DSDS
DS
DS DS DS
15 15
4'-10 3/8" 7'-11" R.O.
7' -0
/8
" 17
FLOOR PLAN
XXX
ROOM NAME & NUMBER
SYMBOL KEY
WALL OR BUILDING SECTION
(SEE DESIGNATED SHEETS)
8 STRUCTURAL GRID LINE
1. FIRST FLOOR ELEVATION: 100'-0"
2. ALL DIMENSIONS ARE FINISH FACE TO FACE OF WALL
UNLESS NOTED OTHERWISE
3. SEE FINISH SCHEDULE AND SPECIFICATIONS
FOR ADDITIONAL INFORMATION.
4. TYPICAL INTERIOR DOOR FRAMES TO BE 4"
FROM ADJACENT WALL U.N.O.
FLOOR PLAN GENERAL NOTES:
WINDOW TYPE,
SEE WINDOW SCHEDULE
WALL TYPE, SEE WALL TYPES
DOOR NUMBER,
SEE DOOR SCHEDULE
XX
X
FLOOR PLAN KEYED NOTES
1 ADJ. SHELVES EVERY 16", STARTING AT 24" AFF,
ON 16" BRACKETS ON WALL MOUNTED
STANDARDS TO 8'-0" AFF. COORDINATE WITH
MOP SINK.
2 ADJ. SHELVES EVERY 16", STARTING AT 24" AFF,
ON 16" BRACKETS ON WALL MOUNTED
STANDARDS TO 8'-0" AFF.
3 PROVIDE ROUGH-IN FOR FUTURE SINK, SEE
PLUMBING DRAWINGS.
4 TV AND TV WALL MOUNT BRACKET BY GC., SEE
SPECIFICATIONS.
5 ICE MAKER BY GC., SEE SPECIFICATIONS.
6 REFRIGERATOR BY GC, SEE SPECIFICATIONS.
7 DISHWASHER BY GC, SEE SPECIFICATIONS.
8 SS CABLE RAILING, SEE SHEET 20.
9 PATCH FLOOR, WALL AND CEILING FINISHES
WHERE DEMOLITION OF EXISTING
CONSTRUCTION OCCURS AT JUNCTION
BETWEEN PHASE 1 HEADQUARTERS AND
PHASE 2 VISITOR CENTER. PROVIDE
CONTINUOUS EXPANSION JOINT BETWEEN
BUILDINGS PER DETAILS.
10 SET COLUMN GRIDLINE 2-R 8" OFF FACE OF
EXISTING STONE VENEER/ CONCRETE
FOUNDATION WALL LINE. FIELD VERIFY STONE
VENEER AND CONCRETE FOUNDATION WALL
ARE IN ALIGNMENT.
11 ORDINANCE MANHOLE COVER, FURNISHED BY
GOVERNMENT, INSTALLED BY CONTRACTOR,
FLUSH WITH CONCRETE SURFACE, (5 TOTAL).
12 LINE OF SOFFIT/CEILING TRANSITION ABOVE,
SEE REFLECTED CEILING PLAN.
13 CONTINUOUS LIGHT COVE ABOVE, SEE
REFLECTED CEILING PLAN AND DETAILS.
14 DOWEL NEW PATIO SLAB TO EXISTING HQ
PATIO SLAB. PROVIDE #4 DOWELS x 18"
ADHESIVE ANCHORED INTO EXISTING SLAB @
24" O.C., 6" MIN. EMBEDMENT, MID-HEIGHT.
15 4'-0" WIDE ROCK MAINTENANCE STRIP, SEE
DETAIL 7/13.
16 REMOVE LOWER SECTION OF EXISTING WOOD
SCREEN WALL AND FRAME. MODIFY UPPER
SECTION TO CONFORM TO WALL AND ROOF
CONFIGURATION OF NEW ADDITION. PATCH
EXISTING SURFACES TO REMAIN.
17 18" x 18" FLUSH METAL ACCESS PANEL, 12"
A.F.F., MILCOR DW-3203017, OR APPROVED
EQUAL. PAINT TO MATCH WALL.
18 CORNER GUARD.
PLAN
TRUE
.0
0°
| A1.0 [Floor Plan - Phase 2] |
| title block-2 |
| floor plan-7 |
File details come from the government source that posted it. Updated .