AM_0001_Drawings.pdf
PDF 2 MB Posted
- Solicitation number
- W912EE22B0010
About this file
This document package includes construction drawings and a federal contract opportunity notice. The drawings depict a roof replacement project for the Geotechnical Structures Laboratory Building 6000 located in Vicksburg, Mississippi. The project involves removing the existing roof membrane and installing a new TPO roof system. Key scope items include pitching the roof a minimum of 1/4 inch per foot towards drains, inspecting and cleaning existing drains, and providing roof accessories such as crickets and walk pads. The related federal contract opportunity is solicitation number W912EE22B0010 issued by the US Army Corps of Engineers Vicksburg District. The solicitation was posted on October 7, 2022 for the roof replacement project at the Engineering Research and Development Center in Vicksburg, Warren County, Mississippi.
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191'-0"
243'-8"
157'-2"
36'-6"
50'-0"
78'-9 1/2 "
149'-3 1/4 "
120'-0"
207'-2"
63'-10"
102'-10"
A-501
A-501
A-501
A-501
EQMT.
MEC
EQMT.
MEC
EQMT.
MEC
EQMT.
MEC
EQMT.
MEC
EQMT.
MEC
EQMT.
MEC
EQMT.
MEC
EQMT.
MEC
MEC EQMT.
MEC EQMT.
EQMT.
MEC
EQMT.
MEC
EQMT.
MEC
AREA-B (13700 SF)
OPTION #2
(APPROXIMATELY 48,000 SF)
TPO ROOF - BASE OPTION WORK AREA
AREA-A (28009 SF)
OPTION # 1
AREA-C (6446 SF)
OPTION #1
EQMT.
MEC
REMAIN
6" DRAIN TO
REMAIN
6" DRAIN TO
ROOF ACCESS OPENING WITH LADDER
ACCESS LADDER TO ROOF
EDGE OF HIGH ROOF
EDGE OF HIGH ROOF
EDGE OF HIGH ROOF
LINE OF BUILDING BELOW
EDGE OF LOWER ROOF
6" DRAIN
OPENING IN ROOF
EDGE OF MAIN ROOF LEVEL EDGE OF LOWER ROOF
SCALE 1/16" = 1'-0"
ROOF PLAN
EDGE OF SECOND ROOF LEVEL
NEW 6" DRAIN
NEW 6" DRAIN
REMAIN
6" DRAIN TO
REMAIN
6" DRAIN TO
REMAIN
6" DRAIN TO
REMAIN
6" DRAIN TO
REMAIN
6" DRAIN TO
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6" DRAIN TO
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6" DRAIN TO
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6" DRAIN TO
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6" DRAIN TO
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6" DRAIN TO
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6" DRAIN TO
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6" DRAIN TO
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6" DRAIN TO
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6" DRAIN TO
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6" DRAIN TO
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6" DRAIN TO
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6" DRAIN TO
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6" DRAIN TO
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6" DRAIN TO
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6" DRAIN TO
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6" DRAIN TO
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6" DRAIN TO
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6" DRAIN TO
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6" DRAIN TO
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BE REPLACED.
14. ALL WALK PADS TO
1/4INCH PER FOOT.
EQUIPMENT, AT MINIMUM SLOPE OF
AND AWAY FROM WALLS AND
DRAINAGE TOWARDS ROOF DRAINS,
CURBS AS NECESSARY TO PROMOTE
WATER. PROVIDE CRICKETS AND
ROOF DRAINS, MINIMIZING STANDING
DRAIN TOWARDS NEW AND EXISTING
13. SLOPE ALL PORTIONS OF ROOF TO
CONFIRM NO LEAKS ARE PRESENT.
MECHANICALLY ATTACHED TO ROOF,
TO THE NEW ROOF AND WHERE
SYSTEMS ARE PROPERLY ATTACHED
EXISTING LIGHTNING PROTECTION
12. CONTRACTOR SHALL ENSURE ALL
CONSTRUCTION.
11. PROPOSED NEW DRAINS ARE NEW
INSTALLATION OF THE NEW MATERIAL.
MATERIAL TO ENSURE A SOUND
DAMAGED CONCRETE OR ROOFING
10. CONTRACTOR SHALL REPAIR ANY
REQUIRED.
THE EXISTING ROOF DRAIN AS
THE ROOF FROM THE DOWNSPOUT TO
EXISTING PVC STORM DRAIN PIPING ON
9. CONTRACTOR SHALL REMOVE THE
STORM DRAIN PIPING.
EXTENSION ON END OF THE EXISTING
90DEG ELBOW AND A MINIMUM OF 30"
8. CONTRACTOR SHALL PROVIDE A
PIPING.
THAT MAY BE CLOGGING THE EXISTING
REQUIRED TO CLEAN OUT ANY DEBRIS
EXISTING STORM DRAINS PIPING AS
7. CONTACTOR SHALL ROD THE
NEW ROOF DRAINS AS INDICATED..
EXISTING ROOF DRAIN AND INSTALL
6. CONTRACTOR SHALL INSPECT THE
REQUIRED.
PIPING FOR LEAKS AND REPAIR AS
EXISTING INERIOR STORM DRAIN
EXISTING ROOF DRAINS AND THE
5. CONTRACTOR SHALL CHECK ALL THE
DOMES WITH NEW AS REQUIRED.
REPLACE ALL BROKEN OR MISSING
EXISTING ROOF DRAIN DOMES AND
4. CONTRACTOR SHALL CHECK ALL THE
EXISTING ROOF DRAINS AS REQUIRED.
DEBRIS AND TAR FROM ALL THE
3. CONTRACTOR SHALL CLEAN/REMOVE
MEMBRANE.
ALLOW INSTALLATION OF NEW TPO
ALL EXITING ROOF MATERIAL TO
2. REMOVE AND PROPERLY DISCARD OF
ANY WATER PONDING.
SADDLES OR OTHER MEANS TO AVOID
CONTRACTOR SHALL USE CRICKETS,
FT TOWARDS THE DRAINS.
1. PITCH ROOF A MINIMUM OF 1/4" PER
NOTES:
Revised By Amendment 0001
File details come from the government source that posted it. Updated .