Am_0004 - D.pdf

PDF 165 KB Posted

Attached to
Logistics Readiness Squadron Campus, Offutt AFB, Nebraska Federal contract opportunity
Solicitation number
W9128F21R0026
Issued by
Department of the Army Corps of Engineers Engineering District Omaha

About this file

This document package includes construction drawings and specifications for a federal solicitation. The project involves demolishing two existing substandard warehouse facilities totaling 2,248 square meters and constructing a new consolidated warehouse facility at Offutt Air Force Base in Nebraska. The new facility will include logistics and administration areas, shipping and receiving operations areas, open storage areas, and loading/unloading aprons. Supporting infrastructure includes underground utilities, electric service, paving, sanitary sewer system, storm drainage, information systems, fire suppression systems, landscaping, site development, intrusion detection, and site improvements. Heating and air conditioning will be provided by self-contained systems. Reinforced concrete, supporting structures, and egress will be constructed. The overall project also includes safely removing multiple additional facilities. Sustainable design principles will be integrated according to applicable executive orders and laws. The soliciting agency is the U.S. Army Corps of Engineers Omaha District.

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Other files for this federal contract opportunity

Other files attached to Logistics Readiness Squadron Campus, Offutt AFB, Nebraska, newest first.
File Type Posted
Am_0006-Drawings.PDF PDF
Am_0006.pdf PDF
Am_0005.pdf PDF
Am_0004.pdf PDF
Am_0003 - D .PDF PDF
Am_0003.pdf PDF
OF63 LRS CAMPUS OFFUTT AFB AM 0002.PDF PDF
Am_0002.pdf PDF
Am_0001-Drawings.pdf PDF
Am_0001.pdf PDF
LRS Campus Drawings Part 1 of 2.pdf PDF
W9128F-21-R-0026_SPECS.pdf PDF
LRS Campus Drawings Part 2 of 2.pdf.pdf PDF
Show all 13

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Text version

STANDING SEAM, ON RIGID

INSULATION, ON VAPOR BARRIER,

ON 1/2" COVER BOARD ON

METAL DECK

LIGHTNING PROTECTION AIR

TERMINAL WHERE OCCURS, SEE

ELEC DWGS FOR LAYOUT

RIDGE CAP

Z-SHAPED PANEL CLOSURE W/

CONTINUOUS SEALANT AT JOINT

STEEL SUBPURLIN

SPRAY FOAM INSULATION, R-VALUE TO

MATCH ADJACENT RIGID INSULATION

4" RIGID INSULATION, R-35 MIN

STRUCTURAL STANDING

SEAM METAL ROOF PANEL

VAPOR BARRIER

5/8" ROOF BOARD

METAL ROOF DECK, SEE

STRUCTURAL

STANDING SEAM MTL

ROOFING ON MIN.

R-35 RIGID INSUL ON

VAPOR BARRIER ON

1/2" COVER BOARD

ON METAL DECK

PREFINISHED MTL

EAVE GUTTER W/

HEAVY DUTY

GUTTER HANGER @

EVERY PANEL

SEAM , TYP.

FASTENERS PER

MFR. INSTRUCTIONS

EAVE TRIM AND

CONT. 16 GA SUB

FLASHING

VAPOR BARRIER

4"MTL INSULATED

WALL PANEL

EAVE STRUT

MTL DECKING

3" SPF INSULATION

FOR CONTINUOUS

THERMAL AND

VAPOR BARRIER

SEALANT

MTL CHANNEL FOR

INSULATION, FASTEN

TO DECK OR STRUCT

STANDING SEAM MTL

ROOFING ON MIN. R-35

RIGID INSUL ON

VAPOR BARRIER ON

1/2" COVER BOARD ON

METAL DECK

PURLIN

FASCIA:

PREFINISHED 24 GA.

SHEET MTL

MTL PLATE

4" INSULATED MTL

WALL PANEL

3" SPF

INSULATION FOR

CONTINUOUS

THERMAL AND

VAPOR BARRIER

RAKE SUPPORT

T.O. CMU

116' - 0"

T.O. INT CMU

114' - 0"

SNOW/ICE

GUARDS

PREFABRICATED

ROOF AWNING,

GUTTER, AND

DOWNSPOUT, USE

MFR. STANDARD

DETAILS

GENERAL ROOF NOTES:

1. DIMENSIONS ARE TO CENTER LINE OF COLUMNS, FACE OF STEEL STUDS, AND

FACE OF CMU WALLS.

2. ALL DIMENSIONS ARE NOMINAL, U.N.O.

3. SEE ELECTRICAL DRAWINGS FOR LOCATIONS OF LIGHTNING PROTECTION TERMINALS.

4. DO NOT SCALE FROM DRAWINGS.

5. REFER TO CIVIL SITE PLAN FOR BUILDING LOCATION.

6. COORDINATE ALL ROOF PENETRATIONS WITH STANDING SEAM LOCATIONS, SO TO NOT

INTERRUPT SEAM.

7. ALL ROOFING, FLASHING, & ACCESSORIES TO BE INSTALLED IN ACCORDANCE

SMACNA GUIDELINES.

8. ALL FINISHES TO BE FACTORY PRE-FINISHED.

9. ALL JOINTS, OPENINGS, & PENETRATIONS TO RECEIVE TAPE, FLASHING, CAULK, & GASKETS.

10. ALL PENETRATIONS THROUGH ROOF SHALL BE INTEGRATED INTO THE CONTINUOUS

AIR BARRIER SYSTEM.

11. REFER TO STRUCTURAL DRAWINGS FOR FRAMING INFORMATION.

12. SEE WALLS SECTIONS AND DETAILS FOR MORE INFORMATION ON WALL, ROOF AND PARAPET

CONSTRUCTION REQUIREMENTS.

14. COORDINATE ALL ROOFING PENETRATIONS WITH ROOFING INSTALLER.

16. WHERE TUBULAR DAYLIGHTING DEVICES ARE SHOWN , TUBE SECTIONS SHALL BE OF

SUFFICIENT LENGTH SUCH THAT DIFFUSERS ARE LOCATED AT THE SAME ELEVATION

AS FINISHED CEILING OR BOTTOM OF THE LIGHT FIXTURES.

US Army Corps of Engineers ®

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1 1/2" = 1'-0"2 STANDING SEAM MTL ROOF RIDGE (TYP)

1 1/2" = 1'-0"1 STANDING SEAM MTL ROOF SECTION (TYP)

3" = 1'-0"3 STANDING SEAM MTL ROOF SLOPED EDGE

3" = 1'-0"4 STANDING SEAM MTL ROOF RAKE EDGE

1 1/2" = 1'-0"5 DOCK CANOPY SLOPED EDGE

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Sheets
A-530 - HIGH BAY ROOF DETAILS

File details come from the government source that posted it. Updated .