Attachment 12 - EHRM Window Screen Details.pdf
PDF 704 KB Posted
- Attached to
- Z2DA--506-21-705 EHRM Infrastructure Upgrades - Ann Arbor, MI - Construction (VA-25-00001864)
- Solicitation number
- 36c77624b0025
About this file
This document appears to be architectural drawings and specifications for a window security upgrade project as part of the Electronic Health Record Modernization (EHRM) infrastructure upgrades at the Ann Arbor VA Medical Center.
The key details are:
- The project involves installing stainless steel woven mesh security screening on the interior of non-masonry exterior walls, extending from floor to ceiling, to secure the windows. Detailed drawings show the installation specifications, including anchoring the mesh with stainless steel lag bolts.
- This window security upgrade is part of a larger EHRM infrastructure upgrade project at the Ann Arbor VA Medical Center, with the overall Solicitation Number 36c77624b0025 and Opportunity ID 0a343e37d1734cae96979eb63e958bca. The construction project is being managed by the VA Technology Acquisition Center.
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Text version
1W
1E
A
J H
D
G
T9
AMBULANCE
ENTRANCE
DELIVERY
ENTRANCE
FULLER COURT
FULLER COURTFULLER COURT
B O
N
IS
T E
E L
B
LV
D
PATIENT &
VISITOR ENTRY
FULLER R
OAD
FULLER R
OAD
FULLER ROAD
FULLER ROAD
F U
LLE
R
R O
A D
F U
L L E
R R
O A
D
FULLER COURT
B E A L A
V E
G L A
Z
IE
R W
A Y
V A
M E
D
IC
A L C
IR
C
L E
V A
M E
D
IC
A L C
IR
C
L E
CONTRACTOR TRAILER LOCATION, LAY
DOWN AREA, AND DUMPSTER LOCATION.
LOCATION OF THESE FACILITIES WILL BE
DESIGNATED BY THE VA COR. ON SITE
MATERIAL STORAGE IS PROHIBITED.
GC AND ALL SUB-CONTRACTORS ARE
ALLOWED 2 PARKING SPACES TOTAL IN
GARAGE 29. SPACE LOCATION WILL BE
DESIGNATED BY THE VA COR.
COORDINATE WITH 01 00 00.
PROPOSED CRANE LOCATION FOR NEW ROOF TOP
PLATFORM AND COOLER EQUIPMENT
INSTALLATION. CRANE LIFT SHOULD BE
SCHEDULED ON OFF HOURS/WEEKENDS DUE TO
STAFF OCCUPANCY MONDAY THRU FRIDAY. GC TO
INFORM VA COR 14 DAYS PRIOR TO THE START OF
ANY CRANE ACTIVITIES.
1W LIBERTY BUILDING - ORIGINAL HOSPITAL BUILDING
1E FREEDOM BUILDING - CLINICAL ADDITION
2 FULLER HOUSE
3 FACILITY MANAGEMENT & SAFETY
7 GROUNDS GARAGE (NO WORK)
15 NORTH METER HOUSE
22 RESEARCH BUILDING
28 INDEPENDENCE BUILDING
31 RESEARCH BUILDING
32 ENERGY CENTER
35 SOUTH METER HOUSE (NO WORK)
36 FISHER HOUSE (NO WORK)
37 ADMINISTRATIVE BUILDING
T9 ADMINISTRATIVE BUILDING (NO WORK)
29 EAST PARKING STRUCTURE (PATIENT, VISITOR, & STAFF)
30 WEST PARKING STRUCTURE (STAFF ONLY)
A EMERGENCY DEPARTMENT PARKING
B STAFF PARKING LOT
D STAFF PARKING LOT
G STAFF PARKING LOT
H STAFF PARKING LOT
J FISHER HOUSE PARKING LOT
BUILDINGS
PARKING
BUILDING KEY
BUILDINGS THAT ARE
SHADED INDICATE
AREAS OF WORK
Engineers Architects
Revisions: Date
Drawing Title
Approved
Project Title
Location
VA PROJECT NUMBER
Building Number
Drawing Number
Dwg of
VA FORM 08-6231
Office of Construction and Facilities Management
CONSULTANTS: PROJECT MANAGER
Date Checked Drawn
ACG Project Number
Headquarters:
Apogee Consulting Group, P.A.
1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.
# 1E, 1W, 2, 3, 15, 22, 28, 29, 30, 31, 32, 37
/1
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A n n
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P la n b n e e d h a m
H L .r v t
G-003
CAMPUS SITE PLAN
3 54ANP
VA ANN ARBOR HEALTHCARE SYSTEM
2215 FULLER ROAD, ANN ARBOR, MI
48105 FEBRUARY 28, 2024
BID DOCUMENTS
506-21-70521-092
JAB
EHRM INFRASTRUCTURE
UPGRADES
Scale: No Scale
CAMPUS SITE PLAN
NORTH
0 8 16 3232 64 128
ADDENDUM 1 - WINDOW SECURITY
DETAILS
A-603
01 ADDENDUM 1 09/16/2024
EXISTING WINDOW WITH WHITE
TRANSLUCENT FILM ON INTERIOR
GLAZING PANEL.
SECURE #304 STAINLESS STEEL
WOVEN MESH TO THE INTERIOR FACE
OF ALL, NON-MASONRY VENEER,
EXTERIOR WALLS. MESH SHALL
EXTEND CONTINUOUS FROM FLOOR TO
UNDERSIDE OF STRUCTURE ABOVE.
ANCHOR WOVEN MESH WITH 1/4"
STAINLESS STEEL LAG BOLTS
EMBEDDED A MINIMUM 1 1/2" INTO
JACK STUDS, KING STUDS, OR WALL
BLOCKING. SPACE 12" OC MAX, TYP
(4) SIDES OF ALL WINDOWS.
E Q
E Q
E Q
E Q
S T
U D
S P
A C
IN
G
V
IF
PROVIDE 1/4" STAINLESS STEEL LAG
BOLTS WITH 1" DIA STAINLESS STEEL
WASHER, 16" OC IN BOTH DIRECTIONS.
MESH SHALL EXTEND CONTINUOUS
ACROSS WINDOWS
1 1/2" MIN EMBED, TYP.
FLOOR LINE (SIMILAR CONDITION AT
STRUCTURE ABOVE)
/2
STAINLESS STEEL, COLD ROLLED, 12
GA U-EDGING W/ 1/8" OPENING X 1 1/2"
WIDTH
1/4" STAINLESS STEEL LAG BOLTS WITH
1" DIA STAINLESS STEEL WASHER, 16"
OC MAX,
CONTINUOUS BEAD
OF SEALANT, TYP.
WINDOW JAMB
(HEAD & SILL SIM.)
PLAN
(TYPICAL)
BASE
STAINLESS STEEL, COLD
ROLLED, 12 GA U-EDGING W/
1/8" OPENING X 1 1/2" WIDTH
EXISTING WINDOW WITH
WHITE TRANSLUCENT FILM
ON INTERIOR GLAZING PANEL.
#304 STAINLESS STEEL
WOVEN MESH EXTEND
CONTINUOUS OVER EXISTING
WINDOW
1/4" STAINLESS STEEL LAG
BOLTS WITH 1" DIA STAINLESS
STEEL WASHER. SPACE 12" OC
MAX, TYP ALL WINDOWS E
Q E
Q
1 1/2" MIN EMBED
WINDOW JAMB
(HEAD & SILL SIM.)
F
IE
L D
V E
R
IF
Y F
IE
L D
V E
R
IF
Y F
IE
L D
V E
R
IF
Y
ANCHOR WOVEN MESH WITH
STAINLESS STEEL COLD ROLLED, 12
GA U-EDGING W/ 1/8" OPENING X 1 1/2"
WIDTH. USE 1/4" STAINLESS STEEL LAG
BOLTS EMBEDDED A MINIMUM 1 1/2"
INTO JACK STUDS, KING STUDS, OR
WALL BLOCKING. SPACE 12" OC MAX,
TYP (4) SIDES OF ALL WINDOWS.
EXISTING WINDOW WITH FILM ON
INTERIOR GLAZING PANEL.
FIELD VERIFY
LINE OF STRUCTURE ABOVE
FLOOR LINE
#304 STAINLESS STEEL WOVEN MESH
TO EXTEND CONTINUOUS ACROSS
ENTIRE WINDOW OPENING. NO
SEAMS PERMITTED
F
IE
L D
V E
R
IF
Y F
IE
L D
V E
R
IF
Y F
IE
L D
V E
R
IF
Y
ANCHOR WOVEN MESH WITH 1/4"
STAINLESS STEEL LAG BOLTS
EMBEDDED A MINIMUM 1 1/2" INTO
JACK STUDS, KING STUDS, OR WALL
BLOCKING. SPACE 12" OC MAX, TYP (4)
SIDES OF ALL WINDOWS.
EXISTING WINDOW WITH FILM ON
INTERIOR GLAZING PANEL.
FIELD VERIFY
ANCHOR WOVEN MESH AT PERIMETER
OF ROOM WITH STAINLESS STEEL
COLD ROLLED, 12 GA U-EDGING W/ 1/8"
OPENING X 1 1/2" WIDTH. USE 1/4"
STAINLESS STEEL LAG BOLTS AT 16"
OC. EMBEDDED A MINIMUM 1 1/2".
#304 STAINLESS STEEL WOVEN MESH
ON INTERIOR FACE OF EXTERIOR
WALLS . PROVIDE 1/4" STAINLESS
STEEL LAG BOLTS WITH 1" DIA
STAINLESS STEEL WASHERS AT
CENTERLINE OF STUDS, NOT TO
EXCEED 16" OC IN BOTH DIRECTIONS.
LINE OF STRUCTURE ABOVE
FLOOR LINE
REMOVE EXISTING BASE ALONG
EXTERIOR WALL TYPICAL
ANCHOR WOVEN MESH AT PERIMETER
OF ROOM WITH STAINLESS STEEL
COLD ROLLED, 12 GA U-EDGING W/ 1/8"
OPENING X 1 1/2" WIDTH. USE 1/4"
STAINLESS STEEL LAG BOLTS AT 16"
OC. EMBEDDED A MINIMUM 1 1/2".
#304 STAINLESS STEEL WOVEN
MESH TO EXTEND CONTINUOUS
ACROSS ENTIRE WINDOW OPENING.
NO SEAMS PERMITTED.
Scale: 3" = 1'-0"
MESH DETAIL AT NON-MASONRY VENEER
Scale: 3" = 1'-0"
MESH U-SHAPE CLAMP DETAIL AT MASONRY VENEER
WINDOW
Scale: 3/4" = 1'-0"
SECURITY MESH INTERIOR ELEVATION AT MASONRY
EXTERIOR VENEER WINDOW
Scale: 3/4" = 1'-0"
SECURITY MESH INTERIOR ELEVATION AT NON-MASONRY
EXTERIOR VENEER
Docusign Envelope ID: 3BDA30EA-46B3-42DB-9886-C4C84A541471
9/16/2024
| Sheets |
| G-003 - CAMPUS SITE PLAN |
| 2024-09-16T15:39:49-0700 | |
| Digitally verifiable PDF exported from www.docusign.com |
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