S02 - 6A Upper Tramway Repairs Drawings.pdf

PDF 1 MB Posted

Attached to
Z2DA--Upper Tramway Repair Project Between Buildings 6 & 7 Federal contract opportunity
Solicitation number
36C25923Q0014
Issued by
Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 19

About this file

This document includes a statement of work and solicitation for an upper tramway repair project between two buildings at a Department of Veterans Affairs medical center. The project includes removing and replacing an existing tramway deck and installing a new waterproof elastomeric coating. The contractor will be responsible for demolition, carpentry restoration, sheet metal fabrication, and elastomeric floor work. The contractor must have safety and construction plans approved and must follow all applicable codes and regulations for this 180-day project. The statement of work outlines specific requirements for materials, testing, scheduling, site access, and safety precautions.

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Other files for this federal contract opportunity

Other files attached to Z2DA--Upper Tramway Repair Project Between Buildings 6 & 7, newest first.
File Type Posted
S04 - Site Visit Sign In.pdf PDF
S04 - Site Visit.pdf PDF
36C25923Q0014 0001.docx DOCX document
S05 - RFI Upper Tramway Repair.pdf PDF
S02 - 666-22-113 Specifications.pdf PDF
P11_ Template-Specs Gaurantee Period.pdf PDF
36C25923Q0014_1.docx DOCX document

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Text version

71N

M

ARINE CORPS

Water Treatment Plant

1.9 Miles SW

COAST GUARD LANE

SOLDIER CREEK ROAD

FORT ROAD

FREEDOM LANE

FREEDOM LANE

FREEDOM

LANE

FREEDOM LANE

INDEPENDENCE LANE

AIR FORCE LANE

A

RM

Y LA

NE

CAVALRY LANE

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A

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Y LA

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VY LA

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MARINE CORPS LANE

COAST GUARD LANE

MAIN ELEC

TRANSFORMER

AND SWITCH

H

N44°41'91"

W106°39'17"

PRIMARY

H

ALT

LANE

Sheridan Wyoming VA Site Plan

S71

S86

S4

FAA ROAD

HEADQUARTERS LANETOWER ROAD TOW

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OAD

F L O

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AutoCAD SHX Text DEPARTMENT OF VETERANS AFFAIRS SHERIDAN VA MEDICAL CENTER 1898 FORT ROAD SHERIDAN, WYOMING 82801

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PLAN INDEX

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A0 - TITLE SHEET A1 - B7 CONNECTING TRAMWAY FLOOR PLAN D1 - DETAILS

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UPPER TRAMWAY REPAIR BLDG 6 TO BLDG 7 CONNECTING TRAMWAY 666-22-113 05/11/2022

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NO PARKING

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VA FORM 08-6231, OCT 1978

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TEH

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REICHERT

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MAR 11, 2022

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SHERIDAN, WY

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DONNA GILLETTE, CO

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UPPER TRAMWAY REPAIRS

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PROJECT LOCATION

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VA FORM 08-6231, OCT 1978

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MAY 11, 2022

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UPPER TRAMWAY REPAIRS

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B6 TO B7 CONNECTING TRAM FLOOR PLAN

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DONNA GILLETTE, CO

AutoCAD SHX Text WORK SHALL INCLUDE REMOVAL OF EXISTING STEEL FENCE, METAL COPING AND PLYWOOD DECK AS INDICATED. INSPECT EXISTING ROOF FRAMING MEMBERS, REPLACE DAMAGED FRAMING MEMBERS, STORE STEEL FENCE PANELS FOR REINSTALLATION. NEW PLYWOOD DECK SHALL BE 3/4" T&G PLYWOOD ATTACHED WITH 2 " DECK SCREWS AT 6" O.C. MAX. AND PER DECK COATING 12" DECK SCREWS AT 6" O.C. MAX. AND PER DECK COATING MFGR'S RECOMMENDATIONS. ALL FREE EDGES OF PLYWOOD SHALL BE SUPPORTED ON EXITING OR NEW 2X FRAMING. EXPOSED FACE SHALL BE SMOOTH AND PREPARED PER ELASTOMERIC COATING MFGR'S REQUIREMENTS BEFORE INSTALLATION OF DECK COATING. INSTALL PLYWOOD TO PROVIDE POSITIVE DRAINAGE WITH ABSOLUTELY NO PONDING OF WATER. INSTALL ELASTOMERIC DECK COATING (PER MFGR'S RECOMMENDATIONS) ON NEW PLYWOOD DECK INSIDE OF PARAPET WALLS AND OVER THE TOP ON PARAPET TO PROVIDE WATERTIGHT INSTALLATION AT DECK AND PARAPET WALLS. ANY WOOD USE IN OR AROUND SCUPPERS SHALL BE WOOD PRESERVATIVE TREATED, MOISTURE RESISTANT (MR) ACCORDING TO AWPA C2 (LUMBER), AND AWPA C9 (PLYWOOD). AT ENDS OF PARAPETS WHERE PARAPET LAPS BUILDING MASONRY OR WOOD. SEAL THE VERTICAL GAP WITH NON SAGGING POLYURETHANE SEALANT ACCEPTABLE FOR JOINT WIDTH. TOOL JOINT FLUSH. OTHER APPROVED SYSTEMS ARE WILLIAMS EXPAND-O-FOAM 1380 SERIES POLYETHYLENE OR MM SYSTEMS CORPORATION MODEL EBS EPOXY BONDED SEALING SYSTEM.

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B6 TO B7 CONNECTING TRAMWAY PLAN

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SCALE: 3/32" = 1'-0"

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PLAN NOTES:

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AutoCAD SHX Text REMOVE EXISTING STEEL RAILING PANELS AND COPING. RE-INSTALL AFTER TRAMWAY WATERPROOF RE-SURFACING. SEE DETAIL 2/D1. REPLACE DECK AND WATERPROOF SURFACING APPROXIMATE 1,200 SQ. FT. SEE DETAILS ON SHEET D1. CONTRACTOR TO VERIFY ALL DIMENSIONS. BLEND ELASTOMERIC MATERIAL OVER EXISTING PREVIOUS PHASE WORK. APPROXIMATE SCUPPER LOCATION

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VA FORM 08-6231, OCT 1978

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REICHERT

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MAR 11, 2022

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DONNA GILLETTE, CO

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UPPER TRAMWAY REPAIRS

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UPPER TRAMWAY DETAILS

AutoCAD SHX Text WORK SHALL INCLUDE REMOVAL OF EXISTING STEEL FENCE, METAL COPING AND PLYWOOD DECK AS INDICATED. INSPECT EXISTING ROOF FRAMING MEMBERS, REPLACE DAMAGED FRAMING MEMBERS, STORE STEEL FENCE FOR REINSTALLATION. NEW PLYWOOD DECK SHALL BE 3/4" T&G PLYWOOD ATTACHED WITH 2 " DECK SCREWS AT 6" O.C. MAX. AND PER DECK COATING 12" DECK SCREWS AT 6" O.C. MAX. AND PER DECK COATING MFGR'S RECOMMENDATIONS. ALL FREE EDGES OF PLYWOOD SHALL BE SUPPORTED ON EXITING OR NEW 2X FRAMING. EXPOSED FACE SHALL BE SMOOTH AND PREPARED PER ELASTOMERIC COATING MFGR'S REQUIREMENTS BEFORE INSTALLATION OF DECK COATING. INSTALL PLYWOOD TO PROVIDE POSITIVE DRAINAGE WITH ABSOLUTELY NO PONDING OF WATER. INSTALL ELASTOMERIC DECK COATING ON NEW PLYWOOD DECK INSIDE OF PARAPET WALLS AND OVER THE TOP ON PARAPET TO PROVIDE WATERTIGHT INSTALLATION AT DECK AND PARAPET WALLS. ANY WOOD USE IN OR AROUND SCUPPERS SHALL BE WOOD PRESERVATIVE TREATED, MOISTURE RESISTANT (MR) ACCORDING TO AWPA C2 (LUMBER), AND AWPA C9 (PLYWOOD). AT ENDS OF PARAPETS WHERE PARAPET LAPS BUILDING MASONRY OR WOOD. SEAL THE VERITCAL GAP WITH NON SAGGING POLYURETHANE SEALANT ACCEPTABLE FOR JOINT WIDTH. TOOL JOINT FLUSH. OTHER APPROVED SYSTEMS ARE WILLIAMS EXPAND-O-FOAM 1380 SERIES POLYETHYLENE OR MM SYSTEMS CORPORATION MODEL EBS EPOXY BONDED SEALING SYSTEM.

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TITLE SHEETUpper Tram REPAIRS
Sheets and Views
TITLE SHEETUpper Tram REPAIRS-11x17
B7 CONNECTING TRAM Plan
Sheets and Views
B7 CONNECTING TRAM Plan-11x17
D1 Upper Tram Details
Sheets and Views
D1 Upper Tram Details-11x17

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