TM 10-5411-205-13
Table 4-1. Troubleshooting.
MALFUNCTION
T E S T O R I N S P E C T I O N
CORRECTIVE ACTION
1.
WATER IS GETTING INTO SHELTER.
Step 1.
Inspect shelter walls and ceiling for leaks.
Patch any holes (paragraph 4-9, 4-10, or 4-11, as applicable).
maintenance beyond the capabilities of the
maintenance facility.
inspection of the shelter assembly reveals damage
level maintenance personnel should be notified.
Step 2.
Check that all exterior wall and ceiling patches are firmly mounted and
bonded to shelter wall.
Apply sealer around edge of patch, or replace patch (paragraph 4-9,
4-10, or 4-11, as applicable).
Step 3.
Check if lifting bracket assemblies or towing bracket assemblies have
pulled away from shelter corners.
a Apply sealer to gaps around bracket edges.
b. If replacement is required, notify higher lever of mainte-
nance.
Section III.
MAINTENANCE PROCEDURES
Subject
General . . . . . . . . . . . . . . . . . .
Shelter Assembly Inspection . . . .
Delamination Repair
Repair of Small or Shallow Dent
Repair of Large or Deep Dent . . .
Repair of Small Skin Puncture or Cut
Repair of Large Single Skin Puncture or Cut
Surface Preparation, Priming, and Painting . . . . . . . . . . . . . . . . . . . . . .
4-5.
General. The general maintenance information given for unit level
applies to direct support level maintenance. This information is contained in
Para
Page
4 - 5
4 - 2
4 - 6
4 - 2
4 - 7
4 - 3
4 - 8
4 -7
4 - 9
4 -9
4-10
4-11
4-11
4-13
4-12
4-16
maintenance also
paragraph 3-8.
If the
depot
4-6.
Shelter Assembly Inspection. The shelter assembly inspection performed by
direct support level maintenance personnel consists of evaluating the damage to the shelter
assembly previously identfied and noted by unit level maintenance personnel, and determining
the proper method of repair.
Any damage to structural members of the shelter will require
direct support level
to structural members of the shelter,
4-2
