SOP Manual - Cleveland Fire Department

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Cleveland Fire Department Operations Manual M. Operating a power saw above chest high is extremely hazardous and should not be attempted as a normal course of action. This type of operation shall be conducted only under the direct order and supervision on an Officer. N. The use of a power saw from a ladder is not recommended if there are alternatives. O. Side pressure or twisting of the blade when operating a power saw should be avoided. The saw should never be forced. If too much pressure is applied to the blade, the hazard of blade breakage (carbide tipped) is increased. P. The saw cut should be only a deep as necessary. Deep cuts may weaken supporting beams and lead to collapse. Q. Be careful of electrical hazards when operating a power saw through walls or ceilings. The operator should make sure that the electrical power has been cut off. R. If conditions permit, scrape gravel and debris from the path of the cut in order to reduce the danger of injury from flying chips and loose materials. It also can show the operator, which way the rafters are running. S. When using the power saw to open metal buildings, doors, etc., where conditions permit, utilize methods to eliminate the hazards of sharp edges. Consider making your cut in either and X design or a triangular design with the points bent inward. T. Observe all safety regulations on the safe handling of fuel. When necessary to refuel, comply with the following: 1. The saw shall never be refueled while the engine is running. 2. If fuel is spilled while refueling, wipe off saw before starting. 3. Do not operate the saw if there is a fuel leak, send it for repairs. 4. Do not start the saw in a small enclosed space after refueling. U. Always keep equipment in good, clean, serviceable condition. V. Before each use, examine the saw before starting for defects. W. After use, re-examine saw, clean and store properly. DO NOT OPERATE POWER SAW IN SUSPECTED FLAMMABLE/EXPLOSIVE ATMOSPHERES! Effective: June 1, 1997 Revised: 5/14/2009 Page | 279 Approved by: Chief Chuck Atchley
Cleveland Fire Department Operations Manual Structural Collapse Due to new construction materials such as wood trusses and wood I-beams, structural collapse has been a leading cause of serious injuries and death to firefighters. For this reason, the possibility of structural collapse should be a major consideration in the development of any tactical plan. Structural collapse is always a possibility when a building is subject to intense fire. In fact, if fire is allowed to affect a structure long enough, some structural failure is inevitable. Regardless of the age and exterior appearance of the building, there is always the possibility that a principal structural-supporting member is being seriously affected by heat and may collapse suddenly inflicting serious injury to firefighters. Example: a 100' length of unprotected steel will expand 9" when heated to 1100° F. In the typical fire involved building, the roof is the most likely candidate for failure; however, failure of the roof may very likely trigger a collapse of one or more wall sections. A knowledge of various types of building construction can be invaluable to the Fire Officer from a safety standpoint as certain types of construction can be expected to fail sooner than others. Example: Under fire conditions lightweight truss and bar joist roof construction can be expected to fail after minimal fire exposure. Structures have been known to collapse without warning but usually there are signs, which may tip off an alert Fire Officer. Action might be taken to alert all personnel of any imminent hazard. Tell Tale Signs Are: A. Cracks in exterior walls. B. Bulges in exterior walls. C. Sounds of structural movement - cracking, groaning, snapping, etc. D. Smoke or water leaking through walls. E. Flexible or “spongy” movement of any floor or roof where fire fighters walk. F. Interior or exterior bearing walls or columns - leaning, twisting or flexing. G. Sagging or otherwise distorted roof lines or floors. The following construction features or conditions have been known to fail prematurely or to contribute to early structural failure when affected by fire. A. Parapet walls B. Large open (unsupported) areas - super markets, warehouses, etc. C. Large signs or marquees - which may pull away from weakened walls. D. Cantilevered canopies - which usually depend on the roof for support and may collapse as the roof fails. Effective: June 1, 1997 Revised: 5/14/2009 Page | 280 Approved by: Chief Chuck Atchley
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Work Environment Cleveland Fire Dep
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Grievance Procedures Cleveland Fire
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Document Revision History 1. 3/24/1
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SOP Manual - Cleveland Fire Department

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