208106-006 Hines CMOP Warehouse 100_struct - Attachment 7.pdf
PDF 2 MB Posted
- Attached to
- Y1AZ--RENOVATE CMOP WAREHOUSE
- Solicitation number
- 36S79724R0003
About this file
This document contains architectural and engineering drawings and details for the renovation of the Great Lakes Consolidated Mail Outpatient Pharmacy (CMOP) warehouse located at the Hines VA Medical Center in Hines, Illinois.
The key details are:
- The renovation project has the solicitation number 36S79724R0003, with the title "Y1AZ--RENOVATE CMOP WAREHOUSE".
- The objectives of the project are to enclose the swing space, replace revolving doors with turnstiles and a smoke/fire curtain, install exterior egress doors, and add fire suppression to the walk-in refrigerator/freezer.
- The work must be scheduled to minimize disruption to the CMOP's production operations, which run two full shifts during the work week and occasionally on weekends.
- The period of performance is six months after contract award. The contractor must provide a detailed schedule within two weeks of the site visit, and as-built drawings within 60 days of construction completion.
- The contracting agency is the Department of Veterans Affairs National Acquisition Center. The contracting officer's representative is Carren Christianson, Facility Manager at the Great Lakes CMOP.
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Text version
KEYPLANROOF FRAMING PLAN - RTU-141 0 8' 16'4' 1/8" = 1'-0"
IDIQ# VA770-17-P-1447
A/E SERVICES - WAREHOUSE
RENOVATION DESIGN
GL CMOP HINES IL
765-16-02
06/21/2024
Project Title
Date
Location
Checked
Building Number
Project Number:
Drawing Number
Drawn
Drawing Title
Approved: Project Director
CONSULTANTS: ARCHITECT/ENGINEERS:
Atriax, pllc 102 3rd Avenue, NE PO Box 1629, Hickory, NC 28603 Phone: 828.315.9962 Fax: 828.315.9964 www.atriaxgroup.com
Professional Engineering Consultants, P.A.
303 South Topeka Rd, Wichita, KS 67202 Phone: 316-262-2691 www.pec1.com
GLMV Architecture 1525 East Douglas, Wichita, KS 67211 Phone: 316-265-9367 www.glmv.com
100% SUBMITTAL
S-121
PARTIAL ROOF FRAMING PLANS
JGH SDK
06/20/2024
EXP. 11/30/24
METAL DECK OPENING DETAIL1 SCALE: NONE
TYPICAL JOIST LOAD DETAIL2 SCALE: NONE
PRECAST CONC. PANEL SUPPORT AT NEW OPENINGS3 SCALE: NONE
CHANNEL CONNECTION TO EXIST. BEAM4 SCALE: NONE
S-301
FRAMING DETAILS
JGH SDK
IDIQ# VA770-17-P-1447
A/E SERVICES - WAREHOUSE
RENOVATION DESIGN
GL CMOP HINES IL
765-16-02
06/21/2024
Project Title
Date
Location
Checked
Building Number
Project Number:
Drawing Number
Drawn
Drawing Title
Approved: Project Director
CONSULTANTS: ARCHITECT/ENGINEERS:
Atriax, pllc 102 3rd Avenue, NE PO Box 1629, Hickory, NC 28603 Phone: 828.315.9962 Fax: 828.315.9964 www.atriaxgroup.com
Professional Engineering Consultants, P.A.
303 South Topeka Rd, Wichita, KS 67202 Phone: 316-262-2691 www.pec1.com
GLMV Architecture 1525 East Douglas, Wichita, KS 67211 Phone: 316-265-9367 www.glmv.com
100% SUBMITTAL
Special Inspection Additional Requirements:
- Additional items that need special inspection, in the opinion of the building official, shall be inspected.
- Coordination of Special Inspections with construction of the inspected items shall be the responsibility of the contractor.
- If Special Inspection is waived by the Authority having Jurisdiction, the general contractor shall provide the designer of record with a copy of the written exemption for each item that has been waived.
- The building official may perform inspections in addition to and/or concurrently with the Special Inspection's outlined in the tables.
- The general contractor is responsible for implementing a quality control program. The quality control program is in addition to the Special Inspection requirements and must meet or exceed those responsibilities required as part of the contract drawings and specifications.
Inspection Tasks Prior to Welding
Welding procedure specifications (WPSs) available Inspection Tasks Prior to Welding
QUALITY
CONTROL
QUALITY
ASSURANCE
Manufacturer certifications for welding consumables available
Welder identification system1
Material identification (type/grade)
Fit-up of groove welds (including joint geometry)
P
· Joint preparation
· Dimensions (alignment, root opening, root face, bevel)
· Cleanliness (condition of steel surfaces)
· Tacking (tack weld quality and location)
· Backing type and fit (if applicable)
Configuration and finish of access holes Fit-up of fillet welds
· Dimensions (alignment, gaps at root)
· Cleanliness (condition of steel surfaces)
· Tacking (tack weld quality and location) Check welding equipment
1 - The fabricator or erector, as applicable, shall maintain a system by which a welder who has welded a joint or member can be identified. Stamps, if used, shall be the low-stress type.
Inspection Tasks During Welding
Use of qualified welders Inspection Tasks During Welding
QUALITY
CONTROL
QUALITY
ASSURANCE
Control and handling of welding consumables
· Packaging
· Exposure Control
No welding over cracked tack welds
Environmental conditions
· Wind speed within limits
· Precipitation and temperature WPS followed
· Settings on welding equipment
· Travel speed
· Selected welding materials
· Shielding gas type/flow rate
· Preheat applied
· Interpass temperature maintained (min./max.)
· Proper position (F, V, H, OH)
Welding Techniques
· Interpass and final cleaning
· Each pass within profile limitations
· Each pass meets quality requirements
Inspection Tasks After Welding
Welds cleaned Inspection Tasks After Welding
QUALITY
CONTROL
QUALITY
ASSURANCE
Size, length and location of welds Welds meet visual acceptance criteria
· Crack prohibition
· Weld/base-metal fusion
· Crater cross section
· Weld profiles
· Weld size
· Undercut
· Porosity
Arc strikes k-area2
Backing removed and weld tabs removed (if required)
Repair activities
Document acceptance or rejection of welded joint or member
2 - When welding of doubler plates, continuity plates or stiffeners has been performed in the k-area, visually inspect the web k-area for cracks within 3 in. (75mm) of the weld.
P
P
P
O O
O O
O O
O O
O O
O
O O
O O
O O
O O
O O
O O
O O
P P
P P
P P
P P
P P
P P
P - Perform these tasks for each weld joint or member.
O - Observe these items on a random basis. Operations need not be delayed pending these inspections.
P P
Quality Control - Requirements on the part of the steel fabricator and erector Quality Assurance - Requirements on the part of the project owner's representative
IDIQ# VA770-17-P-1447
A/E SERVICES - WAREHOUSE
RENOVATION DESIGN
GL CMOP HINES IL
765-16-02
06/21/2024
Project Title
Date
Location
Checked
Building Number
Project Number:
Drawing Number
Drawn
Drawing Title
Approved: Project Director
CONSULTANTS: ARCHITECT/ENGINEERS:
Atriax, pllc 102 3rd Avenue, NE PO Box 1629, Hickory, NC 28603 Phone: 828.315.9962 Fax: 828.315.9964 www.atriaxgroup.com
Professional Engineering Consultants, P.A.
303 South Topeka Rd, Wichita, KS 67202 Phone: 316-262-2691 www.pec1.com
GLMV Architecture 1525 East Douglas, Wichita, KS 67211 Phone: 316-265-9367 www.glmv.com
100% SUBMITTAL
S-901
GENERAL NOTES
JGH SDK
| 14660-005-S-121 ROOF FRAMING PLAN A-S-121 |
| S-121 |
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| 14660-005-S-301 TYPICAL FRAMING DETAILS-S-301 |
| S-301 |
| 14660-005-S-901 GENERAL NOTES-GENERAL NOTES |
| GENERAL NOTES |
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