6-7-126_MINOS_G-01 COVER SHEET_REV01.pdf
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- Solicitation number
- ISD_384202_DA
About this file
This document is an architectural cover sheet and site plan for a construction project at Fermilab (Project No. 6-7-126) concerning the MINOS (785) High Bay Roof Replacement and Masonry Wall Repair.
The project involves the replacement of the roof assembly on the MINOS Service Building's high bay structure and associated masonry wall repairs. Design requirements for the new roof specify Class A external fire rating, SH hail rating, and FM roof assembly compliance (Assembly No. 461650-0-0). Structural design must meet ASCE 7-22 and IBC 2024 standards for Occupancy Risk Category II with a basic wind speed of 107 MPH (3-second gust) under Exposure Category C. The document provides detailed specifications regarding component and cladding wind pressures referenced in specification section 075419. The site plan identifies critical areas including staging areas (which must remain open), the area in front of doors (which must remain clear at all times), and dumpster location. Construction access routes are designated with specific hour restrictions: Wilson Street (6 AM-4:30 PM, Monday-Friday, no trucks), Pine Street (6 AM-6 PM, no trucks), and Batavia Road (6 AM-6 PM with a 6-ton load limit). The architectural drawings include a roofing plan, roofing details across multiple sheets, masonry wall details, structural framing plan, ground floor plan, and existing condition photos. The document is dated September 25, 2026 (Addendum 02) and includes utility location mapping for the Fermilab site.
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Text version
PROJECT
AREA
P-112
WILSON ST.
RING RD.
HWY. 56 BUTTERFIELD RD.
TO
IN
TE
RS
TA
TE
I-
FA
RN
SW
O
RT
H
CONSTRUCTION
KAUTZ RD.
ENTRANCE
ROAD B
KI
RK
R D.
(NO TRUCKS)
PINE ST.
ENTRANCE
AREA
MAIN
INJECTOR
MAIN
KA
UT
Z
RD
PINE ST. (OUT)
PINE ST. (IN) LABORATORY
AREA
HOLTER RD
CENTRAL
WILSON ST.
ENTRANCE
BURLINGTON NORTHERN R.R.
BATAVIA RD.
RECEIVING
(NO ACCESS)
SITE BOUNDARY LINES
ON SITE CONST. ROUTES
HOURS
LEGEND
ENTRANCE
BATAVIA RD.
(LOAD LIMIT-6 TONS)
EL
G
IN
J
O
LI
ET
E
AS
TE
RN
R .R
CO
M
M O
NW
EA
LT
H
ED
IS
O N
PO
W
ER
L
IN
ES
ROAD
C
BATAVIA RD.
EOLA RD.
ENTRANCE
SWENSON
D-0 FA
RM
R D
FE
LD
O
TT
R D
INDUSTRIAL
AREA
CDF
ROAD D
EO
LA
R D.
TO RT. 59
FERMILAB
VILLAGE
TO HWY 59
T
LOCKED
GATE
RAILYARD
STORAGE
WILSON ST.
HWY 38 ROOSEVELT RD.
TRAFFIC
CONSTRUCTION
MUON
CAMPUS
DISC
OVE
RY R
D.
PI
P
II
FE
YN
MAN
C.C
WILSON ST………….6 AM- 4:30 PM M-F NO TRUCKS ALLOWED
PINE ST………………..6 AM TO 6 PM NO TRUCKS ALLOWED
BATAVIA RD………...6 AM to 6 PM
FIXED TARGET AREA
NEUTRINO AREA
PROTON AREA
PROJECT AREA
MINOS SERVICE BUILDING
NUMSB 785
HIGH BAY ROOF
SITE PLAN - NUMSB 785
NTS
VICINITY PLAN
NTS
PROJECT
NORTH
E S
W
NUMSB MINOS SERVICE BUILDING
HIGH BAY ROOF
(785)
MINOS (785) - HIGH BAY ROOF REPLACEMENT and
MASONRY WALL REPAIR
Project No. 6-7-126
N.T.S.
NTS G-01
6UTILITY LOCATIONS
AERIAL SITE PLAN
SCHWAHN ROAD
NOVA NEAR DETECTOR
(786)
SBN FOR DETECTOR BUILDING
(788)
MINI BOONE DETECTOR BUILDING
(780)
PINE STREET
S ep
3,
- 5
:0 2p m M
:\F
ES
S_
EN
G \A ct iv e Pr oj ec ts \6
\7 N uM I\1
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R oo f R ep la ce m en t H ig h Ba y\ C
AD
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_M
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.d w g
6-7-126
MINOS HIGH BAY ROOF REPLACEMENT
and MASONRY WALL REPAIR
G-01
/2
5/
AD
D
EN
D
U M
COVER SHEET
ISSUE FOR CCR 05/29/26
ISSUE FOR BIDDING 08/03/26
ADDENDUM 2 09/25/26
7856-7-9
SCALE:
PROJECT NO.
SHEET NO.
DESIGNED
DRAWN
CHECKED
APPROVED
ISD ENGINEERING DATE
PROJECT NAME.
SHEET NAME:
REVISIONS
REV. DESCRIPTION DATE
REVISION NO.FIMS. NO.
ISD
INFRASTRUCTURE
SERVICES
DIRECTORATE
DESIGN REQUIREMENTS FOR NEW ROOF:
1. EXTERNAL FIRE: CLASS A ROOF
2. HAIL: SH
3. FM ROOFNAV ASSEMBLY NO: 461650-0-0
STRUCTURAL DESIGN REQUIREMENTS FOR ROOFING
1. REFERENCE STRUCTURAL DESIGN CODES AND
STANDARDS:
· ASCE 7-22 MINIMUM DESIGN LOADS FOR
BUILDING AND OTHER STRUCTURES
· IBC 2024
2. OCCUPANCY RISK CATEGORY = II
3. BASIC WIND SPEED (3 SECOND GUST) = 107 MPH
4. EXPOSURE CATEGORY = C
5. COMPONENT AND CLADDING WIND PRESSURES:
REFER TO SPECIFICATION SECTION 075419
PROJECT
NORTH
E
S
W
Sheet List Table Sheet Number Sheet Title
GENERAL
G-01 COVER SHEET
G-02 GENERAL NOTES
G-03 PHOTOS OF EXISTING CONDITIONS
G-04 GROUND FLOOR PLAN - FOR REFERENCE ONLY
G-05 MASONRY WALL DETAILS - FOR REFERENCE ONLY
G-06 MASONRY WALL SECTION DETAILS - FOR REFERENCE ONLY
G-07 STRUCTURAL FRAMING PLAN - FOR REFERENCE ONLY
ARCHITECTURAL
A-01 ROOFING PLAN
A-02 ROOFING DETAILS
A-03 ROOFING DETAILS
A-04 ROOFING DETAILSNTS G-01
5PHOTO OF
ELEVATIONLOOKING SOUTHWEST
UTILITIES LEGEND
NTS
AREA SUITABLE FOR STAGING
AREA MUST
REMAIN OPEN AREA IN FRONT OF DOORS MUST
REMAIN CLEAR AT ALL TIMES
POSSIBLE DUMPSTER LOCATION
AutoCAD SHX Text
INDIAN CREEK ROAD
File details come from the government source that posted it. Updated .