Crane Lift Guidance Document This guidance document is a supplement in order to provide information for Frito Lay Contractor Crane Non-critical Lift Pre Planning. Use of this document is for Pre-Planning documentation and communication only and is not designed to be a substitute or extension of any Federal or State Regulatory Requirement. For Critical lifts, additional planning shall be required in accordance with regulatory standards. Purpose and Scope This document provides the information to facilitate the protection of Frito Lay personnel, project personnel, and property during crane operation. This document applies to all project contract partner(s), construction site personnel, and contracted operators responsible for crane operations. Definitions: Crane Radius: the measurement from the center of the crane rotation to the center of the load at time of lift. Fall Zone: (Max. Length/Height of Load being lifted) the area (including but not limited to the area directly beneath the load) in which it is reasonably foreseeable that partially or completely suspended materials could fall in the event of an incident. Hazard Zone: the combined distance of the Crane Radius and Fall Zone. This is the area in which all personnel must not be present for the duration of the lift. Lift Duration: the time during which the crane receives load tension, when the load is placed, and load tension is removed from the crane. Procedures: include, but are not limited to: instructions, diagrams, recommendations, warnings, specifications, protocols and limitations. Procedure 1. All crane related activity must be analyzed to determine potential impacts to Frito Lay personnel, project personnel, and property. After completing an analysis, crane lifts found to potentially impact Frito Lay personnel, project personnel and/or property must have a written Crane Lift Plan developed; see Attachment A. a. Should it be determined, by information contained in the Crane Lift Plan, that Frito Lay personnel who are inside a facility, and fall inside the “Hazard Zone”, additional communication measures shall be implemented to inform those employees of the potential hazard. 2. For Pre-Planning documentation, Attachments A, B and C must be completed and submitted to the Frito Lay site Project Manager no later than 7 business days prior to the scheduled lift for review of potential impacts to facility personnel, operations, and assets. a. The Crane Lift Plan must include a drawing indicating the Crane Swing Radius and Hazard Zone (Attachment B). Any potential impacts to existing structures, personnel, or assets must also be identified on the drawing. b. Operator of the crane and all Riggers involved in the specified lift operation, must have valid certifications and be attached to this document (Attachment C). c. Communication of the lift must be made to all site employees at least 24hrs prior to the lift, and shall include FL facility. 3. Upon Frito Lay’s determination of potential impacts requiring action, other than standard crane risk mitigation, a meeting to include all stake holders shall commence to determine crane lift procedures during potential impact occurrences. The results of this meeting in addition to Attachments A, B, & C will result in a completion of the pre-planning requirements, for the specific task. Attachment A: LIFT PLAN Date: Contractor: TBD Load Description: American Crane Rental Location: Frito-Lay Modesto, Ca Stacker Lift Description: A. 1. 2. 3. 4. 5. 6. 7. WEIGHT Equipment Condition Weight Empty Weight of Headache Ball Weight of Block Weight of Lifting Bar Weight of Slings & Shackles Weight of JIB NA Erect New 14074 0 902 0 84 Used Lbs Lbs Lbs Lbs Lbs Lbs Stowed Weight of Headache Ball on JIB NA 9. Weight of Cable NA 10. Allowance for Unaccounted Material in Load/Equipment 11. Other Total Weight Source of Load Weight Name Plate, Drawings, Calculations Load Calculations By: 0 15060 Customer 1. 2. 3. 4. JIB Erected Is JIB to be Used Length of JIB Angle of JIB JIB Capacity of From Chart C. 1. CRANE PLACEMENT Any Deviation From Smooth Solid Foundation Lbs Lbs Lbs Lbs Lbs Lbs Lbs A. B. C. D. Vertical 4 Endless Nylon 20' 13,200lbs Shackle Selection 1" Pin Diameter (Inches) 8 1/2 Capacity (Tons) Shackles Attached To Load By 4 Number of Shackles F CRANE 1. Type of Crane Hydraulic 2. Crane Capacity 75ton 3. Length/Height of Load Ground Level A. Radius - Max Distance Center of Load to Center of Crane 50' B. Length of Boom 120' C. Angle of Boom at Pick 70 Degrees D. Angle of Boom at Set 63.6 Degrees E. Rated Capacity of Crane Under Severest Lifting Conditions From Chart 1. Over Rear 20,600 Lbs 2. Over Front 20,600 Lbs 3. Over Side 20,600 Lbs 4. From Chart – Rated Capacity of Crane For This Lift 20,600 5. Maximum Load on Crane 15,060 6. Lift Is % of Crane Capacity 73 Stowed Lbs None 2. SIZING OF SLINGS Sling Selection A. Type of Arrangement B. Number of Slings C. Sling Size D. Sling Length E. Rated Capacity of Slings 2. 8. B. E. 1. Electrical Hazards – Min. 20’ None 3. G 1. 2. 3. Obstructions to Lift or Swing Steel Structure 4. Swing Direction and Boom Degree 360* D. 1. 2. CABLE Size of Cable Number of Parts of Cable 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 3/4" 2 Special Instructions for Crane, Rigging, Lift, Etc. PRE-LIFT CHECKLIST Matting Acceptable Outriggers Fully Extended Crane Inspected Inspected By: Boom/Load Swing Clear Head Room Checked Max Counterweights Used Tag Lines Used Operator Current Certification Experienced Flagman Designated Qualified Rigger Lift Verified w/ Crane Load Chart Wind Conditions 25mph max Crane Functional Test By: Task Supervisor Print: Sign: Date: Crane Operator Print: Sign: Date: Rigging Supervisor Print: Sign: Date: YES NO Attachment B: FALL ZONE MAP Include Drawing Identifying Facility Impacts ( Building structures, Trailer/auto parking, Vehicle drive paths, Pedestrian walkways covered/uncovered) 12. The user shall operate at reduced ratings to allow for adverse job conditions such as: soft or uneven ground, out of level conditions, wind, side loads, pendulum action, jerking or sudden stopping of loads, hazardous conditions, experience of personnel,traveling withloads, electrical wires, etc. Side load on boom or fly is dangerous and shall be avoided. 13. Rated lifting capacities do not account for the effects of wind on a suspended load or boom. Lifting capacities should be considered acceptable for wind speeds up to 20 mph and appropriately reducedfor windspeeds greater than 20mph. (See Wind Speed Restrictions.) Wind Speed Restrictions If The Wind Speed Is: I Rated Lifted Capacities Must Be Reduced By At Least: 0-20 mph Normal Lifting Operations (See Capacity Charts) 21-29 mph 40% 30-39 mph 70% 40 mph or Greater Crane operation must be shutdown and the boom retracted and lowered to horizontal. • Additional reductions are required for loads with large wind sail area. • These restrictions are based on crane on fully extended outriggers. • During high winds (above 20 mph), the operator shall add 10° to all minimum boom angles due to no load stability and shall not boom down below that angle. Crane Radius For Lift (deg.) __________________ 90* - 180* 150' Hazard Zone (ft.) _________________ Attachment C: Certifications Attach Crane Operator and Rigger certifications