SMR-D20-02 Page 6 of 17
Introduction The purpose of this document is to provide the basic information needed for site planning. For specific information not contained in this document, please contact AMST. The mobile unit requires sufficient room to be maneuvered and positioned for setup and takedown. The mobile unit has many storage compartments and service doors that require access during these procedures as well as during operation. The patient lift, entry stairs, and optional platform require additional space on the passenger side of the mobile unit. Refer to the drawings provided for actual locations of doors, platform lift, and stair sizes and locations.
This type of notice indicates a potentially hazardous situation, which if not avoided, could result in injury or death to the operator of the mobile unit.
This type of notice indicates a potentially hazardous situation, which if not avoided, could result in irreparable damage to the mobile unit.
This type of notice is meant to inform the operator of useful information.
Support Pad Requirements It is recommended that non- ferrous reinforcement materials be used for pad reinforcement. Siemens must approve plans for pad construction.
The following is a list of recommendations and requirements for a concrete support pad. However, due to varying site conditions, the actual pad design should be prepared by an appropriately licensed structural or architectural engineer. Trailer Weight The weight of the trailer should be considered in the design of the support and service pads. The overall weight of the trailer is approximately 60,000 lbs. The weight on the rear axles is approximately 40,000 lbs. The weight on the King Pin is approximately 20,000 lbs. Recommended Service Pad and Support Pad Requirements A service pad is recommended to provide adequate service access. The recommended size of the pad is 60’ x 18’, For details please see Figure 1 Plan View and Pad Layout. Support Pad Depth Recommendations for the width and length of the pad are given above. Based upon existing site conditions, the depth should be determined by a local contractor. It is recommended that non-ferrous reinforcement materials be used for pad reinforcement. Siemens must approve plans for pad construction.
The information contained in this booklet is the property of AMST. The contents are confidential. They may not be used, either partially or wholly, for any purpose inconsistent with the purpose for which it was produced. The contents may not be reproduced or disclosed without written permission of AMST.
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