CITY OF TAMPA ADDENDUM 2. DATE: November 14, Contract 17-C-00005; Solid Waste Container Maintenance Building Renovation

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1 CITY OF TAMPA Bob Buckhorn, Mayor CONTRACT ADMINISTRATION DEPARTMENT Michael W. Chucran, Director ADDENDUM 2 DATE: November 14, 2017 Contract 17-C-00005; Solid Waste Container Maintenance Building Renovation Bidders on the above referenced project are hereby notified that the following addendum is made to the Contract Documents. BIDS TO BE SUBMITTED SHALL CONFORM TO THIS NOTICE. Item 1: Item 2: Item 3: Item 4: Add to the Plans set the attached Sheets ENV-1 and ENV-2 Add the attached Specifications Section14600 Enclosed Track Floor Mounted Workstation Cranes. Replace Plan Sheet A2.2 with the attached Plan Sheet A2.2. E7.1 Clarification All panel board designations are to be scheduled as 240/120/3PH High Leg (as shown on the Electrical Riser Diagram on Sheet E8.1). ETR Panel Designation A. Tap the load side of the existing main switch (New Panel D ) per NEC (B)(2) Change new Panelboard D to a 200A main circuit breaker (MCB). Item 5: Sheet SO.2, Section 13.0 Steel Framing Surface Preparation. Existing steel members to be treated per Service Condition 13. Basis of Design is the Carboline system. Item 6: Item 7: Item 8: Item 9: Sheet A2.1; Key Note 19. ADD to the end of that note: Heaters, controls and supports to be reinstalled in existing locations. See Sheet E7.1 for existing circuit(s) to be reused. Contact information for existing Wi-Fi antenna equipment mounted on building Is as follows: Camille Taber, Account Manager, Extensys, Inc. Office number (813) ; Mobile number (630) ; Camille.Taber@extensys.com. Contractors are to coordinate construction with existing system to minimize disruption of service. Replace Cover Sheet G-1 with the attached Cover Sheet G-1. Add, to Plan Sheet A6.1, Key Note 14, the following: The entire roof shall be insulated. Item 10: Item 11: Add to Plan Sheet A7-1, Key Note 5, the following: R-value is R-13 + R-6.5 continuous batt insulation per Florida Building Code. Plan Sheets P3.1 and P4.1 Clarification - All waste and vent lines are to be Schedule 40 PVC. All other lines are to be Type L Hard copper. All other provisions of the Contract Documents and Specifications not in conflict with this Addendum shall remain in full force and effect. Questions are to be ed to Contract Administration@tampagov.net. Jim Greiner Jim Greiner, P.E., Contract Management Supervisor 306 E. Jackson Street, 4N Tampa, Florida (813) FAX: (813)

2 V0-6W 5'-0" 3'-0" 2 V0-1 V0-2 ENV-2 V0-3 V0-4 V0-6E 3" 3" 3'-0" 3" 3" VP-1 VP-2 VP-3 VP-4 V0-5 V0-5 3 ENV-2 1'-0" VP-5 1'-0" State of Florida Engineering Business Cert. of Auth. # " VP-6W V-1 V-3 V-2 EQUAL EQUAL EQUAL EQUAL EQUAL V-6 V-6 VO-6E V-4 V-5 EQUAL 3" 4 ENV-2 EQUAL 2'-0" (TYP) Earthshine Environmental, Inc Bruce B. Downs Blvd., Suite 237 Tampa, Florida EQUAL 1 ENV-2 This drawing is signed and sealed for the Environmental portions of the drawing only. These are limited to the indicated components of Landfill Gas (LFG) Passive Vent System. All other aspects of the drawing (Architectural,Structural, Mechanical, Electrical, Plumbing, Dimensional, etc...), if shown, are for visual reference only and are not covered under this engineering seal. It is the Contractors responsibility to review all drawings before construction begins. Any discrepancy between field conditions, other design professionals' shop drawings, Contractors building methods, and these signed and sealed drawings must be brought to the attention of the Engineer of Record prior to the commencement of construction. 2'-0" (TYP) Contractor must verify all dimensions prior to the start of any construction. Earthshine Environmental is not responsible for any dimensions. REV. DATE & COMMENTS BY 1'-0" 1'-0" 3'-0" 1 LANDFILL GAS (LFG) VENT SYSTEM PLAN Scale: 1/4" = 1'-0" CITY OF TAMPA SOLID WASTE BLDG 3 (Container Building) LANDFILL GAS (LFG) PASSIVE VENT SYSTEM PLANS, DETAILS AND NOTES JOB NUMBER : DATE : DRAWN BY : SCALE : NOVEMBER 8, 2016 JRH 1/4" = 1'-0" SHEET NUMBER ENV-1 SIGN & SEAL

3 2" TAPE HEIGHT V0-# V0-# State of Florida Engineering Business Cert. of Auth. #31352 V-# 12'-0" (FIELD VERFIY) 6" 3" 6" VP-# VO-# V-# VP-# VO-# 1'-0" 12'-0" (FIELD VERIFY) Earthshine Environmental, Inc Bruce B. Downs Blvd., Suite 237 Tampa, Florida '-0" 2'-0" 2'-0" This drawing is signed and sealed for the Environmental portions of the drawing only. These are limited to the indicated components of Landfill Gas (LFG) Passive Vent System. All other aspects of the drawing (Architectural,Structural, Mechanical, Electrical, Plumbing, Dimensional, etc...), if shown, are for visual reference only and are not covered under this engineering seal. It is the Contractors responsibility to review all drawings before construction begins. Any discrepancy between field conditions, other design professionals' shop drawings, Contractors building methods, and these signed and sealed drawings must be brought to the attention of the Engineer of Record prior to the commencement of construction. Contractor must verify all dimensions prior to the start of any construction. Earthshine Environmental is not responsible for any dimensions. REV. DATE & COMMENTS BY 5" 4" 8" 4" MIN. 3" MIN. 8" 1'-0" 8" CITY OF TAMPA SOLID WASTE BLDG 3 (Container Building) LANDFILL GAS (LFG) PASSIVE VENT SYSTEM PLANS, DETAILS AND NOTES JOB NUMBER : DATE : NOVEMBER 8, 2016 DRAWN BY : JRH SCALE : 1/4" = 1'-0" SHEET NUMBER ENV-2 SIGN & SEAL

4 Enclosed Track Floor Mounted Workstation Cranes A range of enclosed track products including floor and ceiling mounted cranes, monorails and jib cranes. This guide can be used to prepare a bid specification for the incorporation of a Floor Mounted Workstation Crane into a competitive bid construction project. The specification section is organized into three standard sections as follows: SECTION 1 GENERAL: Includes product scope, administrative and procedural requirements, quality assurances and warranty information. SECTION 2 PRODUCTS: Describes materials, products and accessories to be incorporated into the construction project. SECTION 3 EXECUTION: Includes preparation, installation, field quality control procedures, operational training and safety. SECTION 1 GENERAL 1.1 SCOPE A. Product: Enclosed Track Workstation Cranes are ergonomic, area-serving overhead lifting and handling systems suitable for a wide variety of applications. The crane bridge (inclusive of end trucks, load trolley, hardware, signage and accessories) travels parallel to the runways, the load trolley travelling perpendicular to the runways in the enclosed profile of the bridge. The crane is supported by a free standing structure. B. General Design Standards: Cranes are designed in conformance with the following applicable standards: 1. Workstation Bridge Cranes: AISC Steel Construction Manual, OSHA , ANSI B30.11, AWS D1.1/D1.6, and MMA MH27.2. C. Standard Equipment Specifications: 1. Runway Length: Runway Length is determined by length of area requiring coverage. Maximum available runway support centers are 30 foot. 2. Runway Cantilever: Maximum runway cantilever is 4 foot from end of runway to center of support steelwork. 3. Width: Width is usually specified/determined by the Bridge Length or by the width of the envelope the crane must fit into. 4. Height: It is recommended that the trolley height be kept as low as possible to minimize rolling resistance while giving practical consideration to minimum headroom requirements. Height is usually specified by Load Pin Height (LPH), the distance from the load trolley clevis pin to the floor, or by maximum overall crane height. 5. Capacity: At no point should the maximum weight to be lifted exceed the design weight. Standard capacities are 250, 500, 1000, 2000 and 4000lbs. Maximum load and operation cycle should both be taken into account when selecting the correct capacity. Bridge capacity must not exceed the runway capacity except under certain circumstances specified for Multiple Bridge crane systems. 6. Construction: Fabricated using ASTM A500 & ASTM A36 steel with finished ends and surfaces

5 7. Finish: Powder Coat finish. Standard Colors are Bridge - RAL 1003 Yellow, Runways and Support Steelwork - RAL 7030 Grey. Other Standard RAL colors can be supplied on request, sometimes at no additional cost. 1.2 REFERENCES A. American Institute of Steel Construction (AISC): Manual of Steel Construction, Part 5, Specification for Structural Joints Using ASTM A325 or ASTM A490 Bolts. B. American National Standards Institute (ANSI): ANSI B30.11 Monorails and Under-hung Cranes. C. American Society for Testing and Materials (ASTM) A36: Carbon Structural Steel. D. American Society for Testing and Materials (ASTM) A325: Structural Bolts, Steel, Heat Treated, 120/150 ksi Minimum Tensile Strength. E. American Society for Testing and Materials (ASTM) A490: Structural Bolts, Alloy Steel, Heat Treated, 150 ksi Minimum Tensile Strength. F. American Society for Testing and Materials (ASTM) B221: Aluminum-Alloy Extruded Bar, Rod, Wire, Shape, and Tube. G. American Welding Society (AWS) D1.1: Structural Welding Code. H. American Welding Society (AWS): Certified Shop. I. Occupational Safety and Health Administration (OSHA) Specification : Overhead and Gantry Cranes. J. CMAA Specifications 70 and 74: Traveling Bridge Cranes. K. MMA Specification MH27.2: Enclosed Track Under-hung Cranes and Monorail Systems. L. American Recovery and Reinvestment Act (ARRA): Buy American Clause of May PERFORMANCE REQUIREMENTS A. Coverage: Crane coverage or travel of size indicated on drawings supplied. B. Support Structure: Support structure is free standing and not requiring longitudinal or lateral bracing. C. Runways: Two rigid parallel runways only; cranes with more than two runways or with articulating runways are unacceptable. D. Bridge: Single Bridge or Double Bridge assembly moving parallel to the runways. E. Load Trolley: Single or multiple load trolley travelling within the enclosed track of the bridge

6 F. Pre-engineered Modular Design: Workstation Cranes can be disassembled, relocated and reassembled. Runway expansion is possible due to the modular design. G. Ergonomic Ratio: Designed so the maximum force needed to move load is 1/100 of the load weight. H. Deflection: Workstation cranes are designed with maximum deflection of L/450 where L=support center distance or span. I. Operating Temperatures: Standard operating temperature from 5 to 200⁰F (-15 to 93⁰C). J. Structural Design: The design load is based on the rated capacity plus 15% for the weight of the hoist and trolley plus 25% for impact giving a total design load of capacity x SUBMITTALS A. Product data for crane systems and accessories. Define capacities, performance, operation and applied forces to floor/ceiling structures. B. Shop drawings showing crane configuration, dimensions and construction. C. Installation, Operation and Maintenance Manual. D. Manufacturer s Warranty. 1.5 QUALITY ASSURANCE A. Cranes shall be designed, fabricated, and installed in accordance with ANSI B30.11, MH27.2, OSHA , and IBC. B. The Manufacturer assures the safety and quality of all systems when installed, operated and maintained according to their Installation, Operation and Maintenance Manual. C. Applications where cranes will be used in potentially hazardous environments or essential facilities or at locations closer than 15km to known seismic sources require special consideration. As per the International Building Code, these special conditions must be disclosed prior to placing an order. D. Perform welding using certified operators in accordance with AWS D14.1. Use bolted connections in accordance with torque tightening procedures specified in AISC Manual, Part 5. Clearly label crane with rated load capacity with label visible from floor level and loading position. Perform OSHA Load Test Certification. E. Manufacturer: A company with more than 36 years successful experience designing and manufacturing workstation cranes and manufacturing solutions. F. Installer: a Company with 5 years successful experience in assembly and installation of cranes and acceptable to the crane manufacturer. 1.6 WARRANTY A. Provide 5 year or 10,000 hours use warranty from date of shipment by Manufacturer to cover defects in materials and workmanship for manual push-pull workstation crane systems. B. Provide 2 year or 4,000 hours use warranty from date of shipment by Manufacturer to cover defects in materials and workmanship for motorized tractor products

7 SECTION 2 PRODUCTS 2.1 ACCEPTABLE MANUFACTURERS A. Metreel, Inc., B. Spanco C. J Herbert Corp. D. L K Goodwin Co. 2.2 WORKSTATION CRANE DESIGN & CONSTRUCTION A. Construction: Fabricated using ASTM A500 & ASTM A36 steel with finished ends and surfaces. B. Design and Service Factor: The design load is based on the rated capacity plus 15% for the weight of the hoist and trolley plus 25% for impact. All Enclosed Track Workstation Cranes are designed for frequent use (Class C Normal/Industrial service) where average load is 50% of the rated load, or 50% or less of the lifts are at the rated capacity. No crane should ever be loaded beyond its rated capacity. C. Runways: a. Trussed Runways: Vertical truss fabricated from steel tubes and cold formed, enclosed steel track that allows end trucks and festoon trolleys to ride on bottom inside flanges. Bottom flanges are parallel for higher durability, sloped flanges are not permitted. b. Runway Cantilevers: Maximum cantilever from the center of a support point to the end of the track is 48 inches. c. Splice Joints: Include top splice plates, track-shaped splice joints, nuts, bolts and lock washers for joining runway sections. Joints must be positioned within 48 inches from the center of a support point though typically they are position 18 inches from a support point. d. Festoon Storage Extension (FSE): An enclosed, plain track extension with splice joint which is bolted/welded to the end of the runway to allow for storage of festoon trolleys. D. Bridges Plain, Spined and Trussed profile bridges: a. Plain Track Bridges: Cold formed steel track that allows load trolleys and festoon trolleys to ride on bottom inside flanges. Bottom flanges are parallel for higher durability, sloped flanges are not permitted. Suitable for bridge lengths up to 6 foot long and up to 2000 pound capacity. b. Spined Track Bridges: Cold formed steel track with welded steel spine that allows load trolleys and festoon trolleys to ride on bottom inside flanges. Bottom flanges are parallel for higher durability, sloped flanges are not permitted. Suitable for bridge lengths up to 10 foot long and up to 2000 pound capacity. c. Trussed Track Bridges: Vertical truss fabricated from steel tubes and cold formed steel track that allows end trucks and festoon trolleys to ride on bottom inside flanges. Bottom flanges are parallel for higher durability, sloped flanges are not permitted. Suitable for bridge lengths up to 34 foot long and up to 4000 pound capacity. E. End Trucks: End trucks are designed to run inside the enclosed runway track and provide mounting and suspension of the bridge. Rigid steel construction with steel wheels fixed vertically and horizontally to prevent binding in runways. The steel wheels with precision sealed bearings are crowned to minimize point of contact reducing rolling resistance to a minimum and providing long operational life. Integrated drop lugs limit truck drop in the event of wheel/axel failure

8 F. Load Trolley: Load Trolleys (hoist trolley) are designed to run inside the enclosed bridge track and to carry the hoist and load. Rigid steel construction with steel, crowned wheels. The steel wheels with precision sealed bearings are crowned to minimize point of contact reducing rolling resistance to a minimum and providing long operational life. Includes removable clevis pin for easy installation and removal of hoist. Integrated drop lugs limit truck drop in the event of wheel/axel failure. G. End Stop Kits: End stops are through bolted in runways and bridges to prevent end trucks, load trolleys and festoon trolleys from rolling out of the track. End stop kits comprise of two steel bolts with nylock nuts and washers bolted through the track. One bolt is supplied with a rubber bumper which helps absorb impact forces ate the end of the track. H. Support Structure: a. Standard floor mounted support structure comprises two steel columns and horizontal header. b. Columns and headers are manufactured from square/rectangular tubes. Columns have a fully gusseted base plate (weld-on angles not permitted) for fixing to the floor and a top plate for mounting the header. c. Headers have a steel plate both ends to allow for fixing to the columns. Header ends are capped with either plastic inserts or welded caps depending on size. d. Runway fix kits are for mounting the runways to the headers above. Each kit comprises two plates which clamp around the header and the top tube of the runway profile with studs, washers and lock washers. 2.3 PRODUCT OPTIONS A. Mixed Capacity and Multiple Bridge Systems: a. Mixed Bridge Capacity Systems Smaller capacity bridges can run in bigger capacity runways, (for example, a 500 pound bridge can run in a 4000 pound runway) therefore multiple bridge systems are possible. b. Multiple Bridge Systems - Several bridges can be incorporated into a crane system. The total bridge capacity must not exceed the runway capacity except when bridges can be zoned or separated (by intermediate stops or bridge buffers) thus not allowing the combined bridge capacity to exceed the runway capacity within a set of support centers. B. Intermediate Stops and Bridge Buffers: a. Intermediate Stops are used for zoning; for preventing combined bridge capacities from exceeding the runway capacity within a set of support centers. b. Bridge Buffers roll in the runway tracks between bridges thus restricting the distance bridges can travel towards each other so as not to overload the runways. C. Telescopic Bridges: a. Designed to run inside a standard bridge, Telescopic Bridges (available for capacities up to 2000lb) extend the reach/travel of the hoist trolley outside the normal crane working area and are supplied with steel ant-kick up wheels to ensure smooth movement. [Contact manufacturer for specific applications.] D. Cantilever Bridges: a. Bridges can be extended beyond the standard 12 inch cantilever at one or both ends in order to enable a crane to cover an increased working area. [Contact manufacturer for specific applications.]

9 E. Festoon In-Track Electric/Air: a. Festoon Trolley: In-track 4-wheel trolleys with pivoting saddles designed to carry flat form/small round form electric cable or small diameter air hose. Festoon trolleys run in the track of the runway or bridge. b. Vacuum Hose Trolleys: In-track 4-wheel trolleys with pivoting saddles and Velcro strap designed to carry vacuum hose along the track of the runway or bridge. c. Festoon Clamp: Steel clamp assembly clamps to the flanges of the bridge/runway track to clamp the cable/hose into position and stop the festoon trolleys from exiting the track. F. Festoon - Auxiliary Electric/Air: a. Auxiliary Festoon Track: Enclosed steel track suspended from the bridge and runway by cantilever brackets and hangers. b. Festoon Trolley: In-track 4-wheel trolleys with pivoting saddles designed to carry flat form/small round form electric cable or small diameter air hose. Festoon trolleys run in the auxiliary track. c. Vac Hose Trolleys: In-track 4-wheel trolleys with pivoting saddles and Velcro strap designed to carry vacuum hose. Trolleys run inside the auxiliary track. d. Festoon Clamp: Steel clamp assembly clamps to the flanges of the auxiliary track to clamp the cable/hose into position and stop the festoon trolleys from exiting the track. G. Conductor Powerfeed: e. Housing: A 4-conductor, enclosed PVC Housing suitable for most applications with current capacities up to 160 amps is suspended from the bridge/runway by cantilever brackets and hangers. f. Coppers: Flat copper strips are inserted into the housing and run the length of the conductor system providing uninterrupted power along its length. g. Conductor Trolley: A 4-wheeled conductor trolley with sprung loaded carbon brushes travels inside the enclosed housing being pulled along by a tow arm connected to the bridge or the hoist. H. Tractor Drives: a. Bridge and/or hoist trolley can be motorized. b. Variable-Frequency Drives offer a range of speeds. c. Available for volt power supplies. d. Standard or radio remote pendant control available. 2.4 WORKSTATION CRANE COMPONENTS A. Bridges for Enclosed Track Workstation Cranes: a. Plain track, spined track and trussed track bridges are available depending on length and capacity. b. Plain enclosed track available up to 6 feet long from 250 to 2000 pound capacity. c. Spined track bridges up to 10 feet long from 250 to 2000 pound capacity. d. Trussed track bridges up to 34 feet long from 250 to 4000lb capacity. B. Runways for Enclosed Track Workstation Cranes: a. Trussed track runways from 250 to 4000 pound capacities b. Standard support centers at 20, 25 or 30 feet. C. Festoon Storage Extension Unit (FSE) for Enclosed Track Workstation Cranes: a. Festoon Storage Extension (FSE): An enclosed, plain track extension with splice joint which is bolted/welded to the end of the runway to allow for storage of festoon trolleys. b. Standard for all enclosed track workstation cranes. D. End Trucks for Enclosed Track Workstation Cranes: a. End trucks are designed to run inside the enclosed runway track and provide mounting and suspension of the bridge

10 b. Rigid steel construction with steel wheels fixed vertically and horizontally to prevent binding in runways. c. The steel wheels with precision sealed bearings are crowned to minimize point of contact reducing rolling resistance to a minimum and providing long operational life. d. Integrated drop lugs limit truck drop in the event of wheel/axel failure. e. Extended end truck supplied for bridges over 23 feet long to eliminate crabbing of the bridge during operation. f. Mixed capacity end trucks are used to run bridge in runways of greater capacity. E. Load Trolleys for Enclosed Track Workstation Cranes: a. Load Trolleys (hoist trolley) are designed to run inside the enclosed bridge track and carry the hoist and load. b. Rigid steel construction with steel, crowned wheels with precision sealed bearings are crowned to minimize point of contact reducing rolling resistance to a minimum and providing long operational life. c. Includes removable clevis pin for easy installation and removal of hoist. d. Integrated drop lugs limit truck drop in the event of wheel/axel failure. F. End Stops Kits for Enclosed Track Workstation Cranes: a. End stops are through bolted in runways and bridges to prevent end trucks, load trolleys and festoon trolleys from rolling out of the track. A rubber bumper is included which helps absorb impact forces ate the end of the track. b. Standard for all enclosed track workstation cranes. G. Support Steelwork for Enclosed Track Workstation Cranes: a. Columns are manufactured from square/rectangular steel tube with gusseted steel base for bolting to the floor and top plates for direct mounting to the headers. b. Headers are manufactured from square/rectangular steel tube with welded plates for direct mounting to the columns. H. Runway Fix Kits for Enclosed Track Workstation Cranes: a. Runway fix kits are used for clamping the runways to the headers above. b. Each kit comprises two plates which clamp around the header and the top tube of the runway profile with studs, washers and lock washers. c. Runway kits allow for lateral and longitudinal adjustment. I. Cable/Hose End Clamps for Enclosed Track Workstation Cranes: a. Steel clamp assembly clamps to the flanges of the runway/bridge track to clamp the cable/hose into position and stop the festoon trolleys from exiting the track. J. Cable, Hose and Vacuum Hose Trolleys for Enclosed Track Workstation Cranes: 2.5 SHOP FINISH a. Cable/Hose Air/Electric power conveying system. b. In-track 4-wheel trolleys with pivoting saddles designed to carry flat form/small round form electric cable or small diameter air hose. Festoon trolleys run in the track of the runway or bridge. Vacuum Hose Trolleys have a Velcro strap for fixing around the vacuum hose. A. Standard Colors a. All runways and support steelwork are powder coated to RAL 7030 Grey high gloss finish. b. Bridges are powder coated to RAL 1003 Yellow high gloss finish. c. Other Standard RAL colors may be supplied on request subject to availability

11 SECTION 3 EXECUTION 3.1 PREPARATION A. Foundation: a. Check concrete footings, slab or other forms of foundation to ensure sufficient support for the intended crane system. B. Electrical/Air Supply: a. For systems requiring electric/air power ensure a suitable supply is available suitably located for the intended system. Verify type and location. 3.2 INSTALLATION A. Crane systems and accessories should be installed directly in accordance with manufacturer s instructions and shop drawings. B. Do not modify any crane components without manufacturer s written approval. C. For more detailed installation instructions please refer to Installation and Maintenance document I&M D. Clearance for moving crane components: a. Minimum vertical clearance: Allow 3 inches clearance from any overhead obstruction. b. Minimum horizontal clearance: Allow 2 inches clearance from any lateral obstruction. E. Support Steelwork Installation: a. Layout and mark column positions and verify orientation as per general arrangement drawing supplied. Bolt columns to the floor using recommended fixings as per manufacturer s instructions. b. Attach the header to the columns using fasteners supplied and tighten to the correct torque setting of 154 foot-pounds. c. Repeat this procedure for all remaining column/header sets. F. Runway Installation: a. Lift the runways into position (see drawing supplied) and secure to the header above using the runway fix kits supplied. Ensure the runway cantilever is as specified. Torque fasteners to 75 foot-pounds. b. Repeat for further runways using the supplied splice joint kits to join the runways. Align the bottom tracks of the runways using the bolts in the splice joint ensuring gaps between runways doesn t exceed 1/16. c. Fix top splice plate using fasteners supplied, once secure torque fasteners to 170 footpounds. d. Fit end stop kits to one end of each runway opposite to where the bridge will be installed ensuring the rubber bumper is fitted on the inside bolt. G. Bridge Installation: a. Slide the end trucks on to the bridge and position them so approximately 12 inches from the center of the end trucks to the ends of the bridge. Fix one end truck into position with set screws supplied, the other end truck is allowed to slide freely on the track. b. Insert the bridge into the runways and install end stop kits to the ends of the runway immediately to prevent the bridge from falling out of the runways. c. If necessary loosen the end truck set screws and adjust bridge to provide a minimum 2 inch clearance between the ends of the bridge and the support columns. Re-tighten set screws (one end truck only). d. Fit end stop kit to one end of the bridge (the opposite end to where the power is supplied if festoon is included) ensuring the rubber bumper is on the inside bolt

12 H. Hoist Trolley and Bridge Festoon Trolley Installation: a. Insert the load trolley (hoist trolley) and festoon trolleys (if included) into the end of the bridge and install an end stop kits to the end of the bridge immediately to prevent them from falling out of the bridge track. b. Install the cable/hose to the festoon trolleys (if included) ensuring the loop depth is correct. I. Runway Festoon and Festoon Storage Extension (FSE) Installation: a. Remove the end stop kit from the runway which is to house the festoon trolleys. b. Insert the festoon trolleys into the runway track. c. Slide the FSE onto the end of the runway track and bolt into place with fasteners supplied. For 250 pound rated runways the FSE will have to be site welded into position. d. Install the cable/hose to the festoon trolleys ensuring the loop depth is correct. 3.3 FIELD QUALITY CONTROL A. Inspection: a. Field test crane and accessories for operating function, ensure crane movement is smooth and consistent. Verify all fasteners are tightened to correct torque settings and all lock washers are fully compressed. b. Verify motorized options and controls function correctly. c. Adjust and correct deficiencies as required. B. Acceptance Test: a. OSHA require an acceptance test to be performed prior to operating and also after any modifications which should be performed by an authorized dealer or installer. C. Maintenance: a. It is strongly recommended that a system inspection should be carried out 30 days from date of installation to check all nuts and bolts are tight after the system has settled following installation. b. For standard use systems scheduled maintenance should be carried out every 12 months as specified. However, systems used more frequently may require more frequent inspections. c. For more information about maintenance schedules and procedure please refer to Installation and Maintenance document I&M

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