515-18-109 Bid Drawings - Signed_Part1.pdf
PDF 15 MB Posted
- Solicitation number
- 36C25020B0058
About this file
This document outlines a federal contract solicitation for renovation services. The solicitation seeks bids to furnish all labor, materials, supervision, equipment, tools and other necessary resources to renovate the outpatient pharmacy and urgent care areas at the Battle Creek Healthcare System in Battle Creek, Michigan. Key project details include renovating the outpatient pharmacy and urgent care under contract number 515-18-109. The solicitation is a 100% set-aside for Service Disabled Veteran Owned Small Businesses. Sealed bids are due by September 10, 2020 at 2:00 PM and are to be delivered to the Department of Veterans Affairs Network 10 Contracting Office. The place of performance is the Battle Creek Healthcare System located at 5500 Armstrong Road in Battle Creek, Michigan. The contracting agency is the Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 10.
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Other files
| File | Type | Posted |
|---|---|---|
| Covid Instructions.docx | DOCX document | |
| 36C25020B0058 0002.docx | DOCX document | |
| 515-18-109 Pre-Bid Attendance Sheet.pdf | ||
| RFi Answers.docx | DOCX document | |
| 515-18-109 Bid Drawings - Signed_Part1 - reissue.pdf | ||
| 36C25020B0058 0001.docx | DOCX document | |
| 515-18-109 Bid Specifications_Part3.pdf | ||
| WD MI20200079 7-24-20.pdf | ||
| Contractor EMR Certification Form 2020.docx | DOCX document | |
| 515-18-109 Bid Drawings - Signed_Part2.pdf | ||
| 515-18-109 Bid Drawings - Signed_Part5.pdf | ||
| 515-18-109 Bid Drawings - Signed_Part3.pdf | ||
| S02 - RFI Form 515-18-109.docx | DOCX document | |
| 515-18-109 Bid Specifications_Part1.pdf | ||
| 515-18-109 Bid Specifications_Part2.pdf | ||
| 36C25020B0058.docx | DOCX document | |
| 515-18-109 Bid Drawings - Signed_Part6.pdf | ||
| 515-18-109 Bid Drawings - Signed_Part4.pdf |
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Text version
EXISTING BRICK WALL
12"X12"X1/2" PLATE W/ (4) 3/4"
ADHESIVE ANCHORS
CHANNEL PER PLAN
STANDARD AISCE
SHEAR
CONNECTION W/
SLOTTED HOLES
CHANNEL PER PLAN
T/STL
PER PLAN
T/STL
PER PLAN
1/4" STIFFENER PLATE
COLUMN PER PLAN
STANDARD AISC
SHEAR CONNECTION
3/16
STEEL DECK PER PLAN
SLAB PER PLAN
FOUNDATION PER PLAN
WALL PER PLAN.
REINFORCING
PER SCHEDULE
ISOLATION JOINT
T/WALL
PER PLAN
WALL PER PLAN.
REINFORCING
PER SCHEDULE
V A
R
IE
S
WALL PER PLAN.
REINFORCING
PER SCHEDULE
FOOTING PER PLAN
SLAB PER PLAN
T/SLAB
PER PLAN
1' - 1"
SHIM AS REQUIRED
BEVELED WASHER
BEAM PER PLAN
BEAM PER PLAN
(4) 3/4" BOLTS
CHANNEL PER PLAN
STANDARD AISC SHEAR
CONNECTION
EDGE OF DECK PER PLAN
STEEL DECK PER PLAN
COLUMN PER PLAN
BEAM PER PLAN
BEAM PER PLAN
SHIM AS REQUIRED
5/16" BENT PLATE
1/4" STIFFENER PLATE
1/4"
(2) 3/4" BOLTS
3/16
CHANNEL PER PLAN
STANDARD AISC SHEAR
CONNECTION
EOD PER PLAN
C2
6" 3"
9" 9"
1'
9" 1' - 1"
COLUMN PER PLAN
W/ 2" GROUT
SF502
#4 TIE BARS @ 12" OC
W/ (4) @ 3" OC TOP
C1
9" 1' - 1"
1'
9"
COLUMN PER PLAN
SF502
#4 TIE BARS @ 12" OC
W/ (4) @ 3" OC TOP
C3
6" 3" 1' - 1"
9" 1'
6"
COLUMN PER PLAN
SF502
#4 TIE BARS @ 12" OC
W/ (4) @ 3" OC TOP
10"
1/
2" 7"
1/
2"
1 1/2" 7" 1 1/2"
3/8" PLATE W/ (4) 1/2"
DIA ANCHOR BOLTS.
EMBED 3 1/4" MIN.
1/4
COLUMN PER PLAN
C5
BEAM PER PLAN
COLUMN PER PLAN
STANDARD AISC
SHEAR CONNECTION
T/STL
PER PLAN
ROOF DECK PER PLAN
C4
BEAM PER PLAN
STANDARD AISC
SHEAR CONNECTION
T/STL
PER PLAN
6"
ROOF DECK PER PLAN
C4
6"
6"
1/2" PLATE TOP AND BOTTOM
1/4
BEAM PER PLAN
BEAM PER PLAN
COLUMN PER PLAN
2"
2"
C3
SLOPED BEAM PER PLAN
CHANNEL PER PLAN
CHANNEL PER PLAN
5/8" DIA BOLT @ 24" OC
L8X4X1/2 X 9'-0" OVER
STOREFRONT OPENING. RE:
ARCH DRAWINGS
T/STEEL
PER PLAN
T/STEEL
PER PLAN
COLUMN PER PLAN
C5
DOWEL AND EPOXY REBAR.
MINIMUM 6" EMBED
WALL PER PLAN. REBAR PER SCHEDULE
11"
1'
" EXISTING FOOTING
EXTERIOR CONCRETE
PAVEMENT. RE: CIVIL
SLAB PER PLAN
1" SLAB DEPRESSION. RE: ARCH
ISOLATION JOINT
NEW CONCRETE FOOTING
(2) #5 LONGITUDINAL BARS
#4 BARS AT 24" OC. DOWEL AND
EPOXY REBAR. MINIMUM EMBED 6"
T/FTG
PER PLAN
ROUGHEN SURFACE BEFORE PLACEMENT
9.3
WALL PER PLAN. REBAR PER SCHEDULE
SLAB PER PLAN
1" SLAB DEPRESSION. RE: ARCH
FOOTING PER PLAN.
REBAR PER SCHEDULE
T/SLAB
PER PLAN
T/FTG
PER PLAN
11"7"
C4
SLAB PER PLAN
WALL PER PLAN
EXISTING WALL AND
WALL FOUNDATION
T/PIER
PER PLAN
WALL FOUNDATION PER PLAN
COLUMN PER PLAN
W/ 2" GROUT
(4) #5 VERTICALS BARS
DOWEL AND EPOXY REBAR. MINIMUM EMBED 6"
#4 TIE BARS @ 12" OC W/ (4) @ 3" OC TOP
BEAM PER PLAN
ROOF DECK PER PLAN
5 1/4" 1/4 2-12
1/4" CONTINUOUS
BENT PLATE
STEEL COLUMN
CONSTRUCTION JOINT,
WALL
CONCRETE INFILL
NEW SLAB
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
GUIDON DESIGN INC. | 1221 N PENNSYLVANIA SUITE 200 | INDIANAPOLIS, IN 46202
317.800.6388 | WWW.GUIDONDESIGN.COM
GHAFARI ASSOCIATES LLC. | 17101 MICHIGAN AVENUE | DEARBORN, MI 48126
313.441.3000 | WWW.GHAFARI.COM
C U s e rs
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V A
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S v a k e n n e d y g u id o n d e s ig n .c o m
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SF502
SECTIONS AND DETAILS RENOVATE OUTPATIENT
PHARMACY & URGENT CARE
5500 Armstrong Road, Battle Creek
515-18-109
MAY 20, 2020 MAV ADK
100% BID DOCUMENTS
PART. SPRINKLERED
100% BID DOCUMENTS
SCALE: 1" = 1'-0"SF502
16 SECTION
SCALE: 1" = 1'-0"SF502
17 SECTION
SCALE: 1" = 1'-0"SF502
4 SECTION
SCALE: 1" = 1'-0"SF502
5 SECTION
SCALE: 1" = 1'-0"SF502
14 SECTION
SCALE: 1" = 1'-0"SF502
15 SECTION
SCALE: 1" = 1'-0"SF502
1 PLATE DETAIL
SCALE: 1" = 1'-0"SF502
2 PLATE DETAIL
SCALE: 1" = 1'-0"SF502
3 PLATE DETAIL
SCALE: 3" = 1'-0"SF502
6 CANOPY BASE PLATE
SCALE: 1" = 1'-0"SF502
12 SECTION
SCALE: 1" = 1'-0"SF502
11 SECTION
SCALE: 1" = 1'-0"SF502
18 MOMENT CONNECTION DETAIL
SCALE: 3/4" = 1'-0"SF502
19 SECTION
SCALE: 1" = 1'-0"SF502
8 SECTION
SCALE: 1" = 1'-0"SF502
9 SECTION
SCALE: 1" = 1'-0"SF502
10 SECTION
SCALE: 3/4" = 1'-0"SF502
13 SECTION
SCALE: 3/4" = 1'-0"SF502
7 COLUMN ISOLATION JOINT
Revisions: Date:
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