SB106 Rev 2.pdf
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- Attached to
- Amendment 0010 -Use the applicable Small Business Forms attached Federal contract opportunity
- Solicitation number
- n44255
About this file
This document provides a channel strut ceiling plan and specifications for a maritime force protection unit pier and maintenance facility project. The project constructs a general purpose berthing pier and trestle with controlled access, vessel maintenance facility with parking, fuel distribution and storage system to support the Maritime Force Protection Unit Bangor's operations mission of providing security escort for submarines through protection by presence and defense by force during transit between homeport and surface/dive points in the Strait of Juan de Fuca and test range. This supports the stand-up of the Nuclear Weapons Security Program mission as mandated by national security directives. The channel strut ceiling plan specifies a 12 gauge, 1-5/8 inch by 1-5/8 inch galvanized steel channel grid system placed at an elevation of 16 feet above finished floor with specified section properties. It provides layout details for channel struts, braces, and hangers to support ductwork and coordinates with wall and mechanical layouts.
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Text version
7 8 9 10
D
E
6' - 2" 8' - 0" 8' - 11" 9' - 2" 5' - 6" 9' - 0"
1' - 3"
/4
/4
2 2
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GENERAL NOTES:
1. CHANNEL STRUT CEILING GRID TO CONSIST OF UNPUNCHED MODULAR CHANNEL SYSTEM
CONFORMING TO ASTM SPECIFICATION A 1011 SS GR33 OR A653 GR 33.
2. ALL CONNECTORS, STRUTS, BOLTS AND ACCESSORIES SHALL BE COMPONENTS OF SAME
MODULAR SYSTEM.
3. 1/2" CHANNEL NUTS AND BOLTS, BY THE SAME MANUFACTURER AS THE STRUT
COMPONENTS, ARE TO BE USED AT ALL CONNECTIONS TO THE STRUT COMPONENTS.
TORQUE ALL BOLTS TO 50 FT LBS, UNLESS NOTED OTHERWISE.
4. CHANNEL STRUT SYSTEM TO BE PLACED WITH BOTTOM OF STRUT AT ELEVATION 16'-0"
ABOVE FINISH FLOOR.
5. MECHANICAL EQUIPMENT AND WALL LAYOUT ARE SHOWN FOR COORDINATION OF STRUT
LAYOUT ONLY. SEE AB002 AND MB101 FOR WALL AND MECHANICAL LAYOUT.
6. INDICATES CHANNEL STRUT DROP SUPPORT WITH LATERAL CHANNEL STRUT
BRACES IN DIRECTIONS SHOWN. FOR ADDITIONAL INFORMATION.
7. INDICATES CHANNEL STRUT DROP HANGER. SEE C4/SB502 FOR ADDITIONAL
INFORMATION.
SHEET KEYNOTES:
1. PROVIDE CHANNEL STRUT CEILING GRID LAYOUT AS SHOWN. ALL CHANNEL MEMBERS SHALL BE
12 GA, 1-5/8" x 1-5/8", GR33 MEMBERS WITH MINIMUM SECTION PROPERTIES AS NOTED BELOW:
IYY = 0.185in4 SYY = 0.202in3
IXX = 0.236in4 SXX = 0.290in3
2. ALIGN STRUT WITH WALL BELOW.
3. COORDINATE STRUT LAYOUT WITH DUCTWORK SUPPORT REQUIREMENTS.
SEE B1/SB503
SCALE:
EPROJECT NO.:
CONSTR. CONTR. NO.
NAVFAC DRAWING NO.
SHEET OF
DRAWFORM REVISION: 31 JANUARY 2017
CHIEF ENG/ARCH
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SB106
49 135
16046674
Scale: 1/4" = 1'-0"A2
PARTIAL PLAN AT CHANNEL STRUT CEILING
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SB103
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| Sheets |
| SB106 - CHANNEL STRUT CEILING PLAN |
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