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Permit D18-0336 - TUKWILA VILLAGE / BUILDING A - TOWER CRANE
TUKWILA VILLAGE BUILDING A - TOWER CRANE 14200 TUKWILA INTL BLVD APN: 1523049242 EXPIRED 03/07/2021 D18-0336 Parcel No: Address: Project Name: C City of Tukwila 0 Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 1523049242 14200 TUKWILA INTL BLVD Permit Number: D18-0336 Issue Date: 12/3/2018 Permit Expires On: 6/1/2019 TUKWILA VILLAGE BUILDING A - TOWER CRANE Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: TUKWILA CITY OF 6200 SOUTHCENTER BLVD , TUKWILA, WA, 98188 GREG HERRING PO BOX 82405 , KENMORE, WA, 98028 INTER -CITY CONTRACTORS INC 17425 68TH AVE NE , KENMORE, WA, 98028 INTERCI977PZ Lender: Name: TUKWILA VILLAGE DEVELOPMENT ASSOC LLC Address: 14400 TUKWILA INTERNATIONAL BLVD, SUITE 1, TUKWILA, WA, 98188 Phone: (425) 806-8560 Phone: (425) 806-8560 Expiration Date: 10/12/2019 DESCRIPTION OF WORK: TEMPORARY CRANE FOR CONSTRUCTION ACTIVITIES. Project Valuation: $120,000.00 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: VB Electrical Service Provided by: TUKWILA Fees Collected: $3,376.26 Occupancy per IBC: U Water District: 125 Sewer District: VALLEY VIEW Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2017 2017 2017 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 No Permit Center Authorized Signature: Date: 1.34 I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not pry me to give authority to violate or cancel the provisions of any other state or local laws regulating constructio or the performance of work. 1 am authorized to sign and obtain this development permit and agree to the co ditions attached to this permit. Signature: Print Name: Date: le -0 34 This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***BUILDING PERMIT CONDITIONS*** 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 5: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 6: Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with the recommendations given in the soils report. Special inspection is required. 7: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 8: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 9: ***PUBLIC WORKS PERMIT CONDITIONS*** 10: Prior to construction, all utilities in the vicinity shall be field located. NOTE: For City of Tukwila utility locates, call 811 or 1-800-424-5555. 11: 1) Provide a safety/basic operations briefing to Tukwila Fire Dept. personnel prior to placing crane in operation. 2) Obtain approval from Labor & industries prior to placing crane in operation. 12: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 13: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 14: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 1400 FIRE FINAL 4035 SI -SOILS CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Cji Building Permit No. b ! 0, Q 33 W Project No. Date Application Accepted: Date Application Expires: iT (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: 14200 Tukwila International Blvd King Co Assessor's Tax No.: Suite Number: New Tenant: Tenant Name: Crane (Temporary Use Permit) PROPERTY OWNER Name: Tukwila Village Development Assoc. LLC Address: 14400 Tukwila International Blvd, Suite 1 City: Tukwila State: WA Zip: 98188 CONTACT PERSON — person receiving all project communication Name:Greg Herring (Inter -City Contractors, Inc.) Address: P.O. Box 82405 City: Kenmore State: WA Zip: 98028 Phone: 425-806-8560 Fax: 425-806-8566 Email: gregh@intercitycontractors.com GENERAL CONTRACTOR INFORMATION Company Name: Inter -City Contractors, Inc. Address: P.O. Box 82405 cit3': Kenmoreq State: WA Zip: 98028 Phone: 425-806-8560 Fax: 425-806-8566 Contr Reg No.: CCINTERCI977PZ Exp Date: 10/9/19 Tukwila Business License No.: BUS -0995459 H:1Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh 1523049242 Floor: ❑ Yes ❑..No ARCHITECT OF RECORD Company Name: Johnson Braund Architect Name: Greg Allwine Address: 15200 52nd Ave South, Suite 300 City: Seattle State: WA Zip: 98092 Phone: 706-766-8300 Fax: Email: grega@johnsonbraund.com ENGINEER OF RECORD Company Name: Barghausen Consulting Engineers Engineer Name: Coast Philippides Address: 18251 72nd Ave S City: Kent State: WA Zip: 98032 Phone: 425-251-6222 Fax: 425-251-8782 Email: cphilippes@barghausen.com LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) c� Name: �'"0IG ,r -L II t1 �'u-4fs( IJEi1 etamc LL Address: /1400 -n,kjr�A- T NM„' .64.44Sv: City: 'ru (C,,,✓.A._ State: o tL Zip: 9 iftrig Page 1 of 4 BUILDING PERMTT INFORMATION"? 206-431-3670 Valuation of Project (contractor's bid price): $ 120,000 Describe the scope of work (please provide detailed information): Terri )uvz-f C 3C3e_ Fog, a..)&1724arttJ /c-r.CtdCiz¢$ Existing Building Valuation: $ Will there be new rack storage? ❑ Yes ®.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinklers 0 Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 0 No If `yes', attach list of materials and storage locations on a separate 8-1/2"x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. HAApplications On Line \2011 Applications \Pern it Application Revised - 8-9.11.docx Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1St Floor 2nd Floor 3rd Floor Floors thru Basement Accessory Structure* , Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinklers 0 Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 0 No If `yes', attach list of materials and storage locations on a separate 8-1/2"x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. HAApplications On Line \2011 Applications \Pern it Application Revised - 8-9.11.docx Revised: August 2011 bh Page 2 of 4 PUI3LIC WORKS PERMIT INFO IGIATION — 206-433-0179 Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District 0 ...Tukwila ❑ ...Water District #125 0 ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate 0 .. Highline ❑...Valley View 0 .. Renton ❑ ... Sewer Availability Provided ❑ .. Renton ❑ .. Seattle Septic System: 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") 0 ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): 0 ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way 0 ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑...Traffic Impact Analysis ❑ ... Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑ ...Total Cut cubic yards 0 .. Work in Flood Zone ❑ ...Total Fill cubic yards 0 .. Storm Drainage ❑ ...Sanitary Side Sewer 0 .. Abandon Septic Tank 0 ...Cap or Remove Utilities 0 .. Curb Cut ❑ ...Frontage Improvements 0 .. Pavement Cut 0 ...Traffic Control 0 .. Looped Fire Line 0 ...Backflow Prevention Fire Protection Irrigation Domestic Water 13 ❑ .. Grease Interceptor ❑ .. Channelization 0 .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Permanent Water Meter Size... 13 WO # ❑ ...Temporary Water Meter Size .. " WO # ❑ ...Water Only Meter Size WO # 0 ...Deduct Water Meter Size ❑ ...Sewer Main Extension Public 0 Private 0 ❑ ...Water Main Extension Public 0 Private 0 31 FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 0 ...Water 0 ...Sewer 0 ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Z p H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 3 of 4 PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER} AUTH ZED AGENT: Signature: _ "J .4 '� �.0 Print Name: Greg He Mailing Address: P.O. Box 82405 H: \ApplicationsWorms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Date: 10/16/18 Day Telephone: 425-806-8560 Kenmore WA 98028 City State Zip Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PermitTRAK PAID $1,825.99 D18-0336 Address: 14200 TUKWILA INTL BLVD Apn:,1523049242 $1,825.99 DEVELOPMENT $1,740.23 PERMIT FEE R000.322.100.00.00 0.00 $1,715.23 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $25.00 TECHNOLOGY FEE $85.76 TECHNOLOGY FEE TOTAL. FEES PAID BY RECEIPT: R15949 R000.322.900.04.00 0.00 $85.76 $1,825.99 Date Paid: Monday, December 03, 2018 Paid By: INTER -CITY CONTRACTORS INC Pay Method: CHECK 028604 Printed: Monday, December 03, 2018 12:29 PM 1 of 1 CR SYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $1,550.27 D18-0336 Address: 14200 TUKWILA INTL BLVD Apn: 1523049242 $1,550.27 Credit Card Fee $45.15 Credit Card Fee R000.369.908.00.00 0.00 $45.15 DEVELOPMENT $1,505.12 PLAN CHECK FEE R000.345.830.00.00 0.00 $1,114.90 STRUCTURAL CONSULTANT TOTAL FEES PAID BY RECEIPT: R15672 R000.345.830.01.00 0.00 $390.22 $1,550.27 Date Paid: Monday, October 22, 2018 Paid By: CHRISD DEUSEN Pay Method: CREDIT CARD 209901 Printed: Monday, October 22, 2018 8:05 AM 1 of 1 ci. SYSTEMS CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA Date: 10/22/2018 08:04:39 AM CREDIT CARD SALE VISA CARD NUMBER: **********3337 K TRAM AMOUNT: $1,550.27 APPROVAL CD: 209901 RECORD #: 000 CLERK ID: Bill Thank you! Customer Copy Page 2 of 2 https://classic. convergepay.com/V irtualMerchant/transaction.do?dispatchMethod=printTr... 10/22/2018 PERDET CERITER gA E i gg3 `� CO tIFgj€ CY ; ' S »�..,.a.00 ° :9"1. ; 3n sa/w.nsev.wabo u.C.1111.0 an3 a � em num. omrk p, ARCHITECTURAL SITE PIAN N020 SET/POST PERMIT T 0 - . - ww. w ..0 w. v JNla,un8 - aov-nin v11M)1ni i g PROJECT DATA r €� RQ yL.ypyp .g ( @ U< a F !II aas ttikittd1tjiith s( 1 MRk 6 §i b< ' a 5I# q u.i� ai3Fggpp a a§ 1111! ' §p,€ Yb -SS } alb gP ..i, 9� 5 - �g d.wyb 5� €?3 E_' jpp IR! aE =; z;3€Yk€ 3E S1R2n.E Id I8 z; a !lid J. 8g'' k 15 L =id I €I •1 tg £ S Y8 . ` \/;� .1 iwC‘ \ 1 Ai d'. Y . `° - Al -----..,,,,,,:::--0„ �, ' Y�'` Q 11 I Z O .ct 0 A fA •. LL .4.7. w�/ 0> p C\2 M«- U. W U O Z SIJ 44 =� D U 1 I I r Q / ems-- COX >1 VE' / LM0 7 r N c.. r ,; aI I - I € 6 A L Q rT, W t W a8�d L i F/ 1 ' e, , ii cD 1 1 i tat ©;d , g.;_ U N 4,04 g •• < 7 C..) cs 1 N � 97 N C.) 97 `y 0 /- C i 11N C V i 1 �_ --,,- JNE J rn = i -RpPE y C Y a 7 U 2 .um«<KU. w'..100-sI,n.A..ovIMe •enn ar rv-9tOLw....o.aML4dIAV..n :o a.m+ar, PERDET CERITER COAST CRANE COMPANY Rental • Sales • Service • P s 8250 5TH AVE. SO. • SEATTLE, SITE SPECIFIC SAFETY PLAN 98SIEWED FOR CODE COMPLIANCE APPROVED Date: 10-16-2018 Project: Tukwila Villlage Phase 1 General Contractor: Inter -City Contractors Inc. Responsible Person for Site Operations: Frank Disch 253- NOV 2 9 2018 City of Tukwila PAVING DIVISION Work To Be Performed: Erect & disassemble tower crane on project site. Perform maintenance and repairs as needed. Basic Requirements for Project: 1) PPE — All employees must wear hard hat, eye protection, safety vest or shirt, gloves, boots, long pants, shirt with sleeves and fall protection (when required, see Task #3) at all times. Tools and Equipment Utilized: 1) Hand tools — Hammers, wrenches etc.. as required 2) Rigging — used in load testing and lifting crane components r- IN! Tasks with Potential Hazards & Abatement Method 1) TASK — Pre Task planning All employees will participate a in planning meeting. Review and sign off on the plan prior to starting work. 2) TASK — Material Handling / Storage POTENTIAL HAZARD — Strains, slivers and pinches ABATEMENT METHOD — Use proper lifting techniques and get help if possible. Wear glove and other PPE to protect from these hazards 3) TASK — Erecting Crane POTENTIAL HAZARD — Potential danger to workers below or in close proximity to crane. ABATEMENT METHOD — Notify workers in the area. If possible position crane so overhead work can be performed in an access controlled area. All members of crew will attempt to monitor other workers on site to avoid possible hazards. 4) TASK — Working at heights to assemble crane components or repair / maintain crane while erected POTENTIAL HAZARD — a) Fall of 6' or greater. B) Potential hazard to workers below ABATEMENT METHOD — a) Utilize all lifelines and handrails to limit exposure to falls. 100% tie off is required when working in an unrestrained location and a fall of 6' or greater is possible. b) Noti workers in the area. If possible position crane so overhead.w_on lVED CITY OF TyKWILA OCT 222018 b 6336 PERMIT CENTER COAST CRANE COMPANY Rental • Sales • Service • Parts 8250 5T" AVE. SO. • SEATTLE, WA 98108 be performed in an access controlled area. All members of crew will attempt to monitor other workers on site to avoid possible hazards. 4) TASK — Moving Toads with crane. POTENTIAL HAZARD — Crushing, Pinching or falling object. ABATEMENT METHOD — Inspect all rigging prior to use and practice safe rigging practices. Riggers must avoid working in potential crush or pinch zones and avoid working under overhead Toads. First Aid Trained Individuals on Site: See General Contractor Project Office. Location of First Aid Equipment: Coast Crane Co. Vehicles or General Contractor Project Office. Procedure For Removal of Worker / Injured Worker After a Fall: Respond as per Emergency Medical Team's instruction. Coast Crane Company Emergency Contacts: Mike Wheatley, 206-465-6168 cell, all times 2 of 2 COAST CRANE 41 COMPANY Written Fall Protection Plan for Hammer Head or Self -Erect Tower Crane Alimak Man Hoist OBJECTIVE: To establish standard procedures to protect workers, erectors, and or technicians from hazards of falls when working in elevated work areas such as tower cranes, rooftops, platforms, aerial lifts and on top of any type of industrial equipment. PROCEDURES: All work performed in elevated areas such as tower cranes, aerial lifts, roofs, elevated platforms, on top of industrial equipment, building ledges, etc. shall be in accordance with this policy and the referenced fall protection program. Responsibilities: Supervisors have the primary responsibility for the implementation of the Fall Protection Program in their work area. The supervisor should be a competent person or ensure that responsibility for the competent person is assigned to a qualified individual within the work group.. Supervisors must assure that only trained individuals are assigned to work that requires use of fall protection systems (other than guardrails). Employees have the primary responsibility for proper care, use and inspection of their assigned fall protection equipment. Personal Fall Arrest Systems Personnel requiring the use of personal fall protection equipment shall employ the "Buddy System" or have an observer to render assistance when and if required. There are three main components to the personal fall arrest system. This includes the personal protective equipment the employee wears, the connecting devices and the anchorage point. Prior to tying off to perform the work a means of rescue in the event of a fall must be immediately available. The system needs to meet the following criteria for each component: Personal Protective Equipment • Full body harnesses are required. The use of body belts is prohibited. COAST CRANE COMPANY • The attachment point of the body harness is the center D -ring on the back. • Employees must always tie off at or above the D -ring of the harness except when using lanyards 3 feet or less in length. • Harnesses or lanyards that have been subjected to an impact load shall be destroyed. • Load testing shall not be performed on fall protection equipment. Connecting Devices This device can be a rope or web lanyard, rope grab or retractable lifeline. • Only locking snap hooks may be used. • Horizontal lifelines will be designed by a qualified person and installed in accordance with the design requirements. • Lanyards and vertical lifelines need a minimum breaking strength of 5,000 pounds. • Lanyards may not be clipped back to itself (e.g. around and anchor point) unless specifically designed to do so. • If vertical lifelines are used, each employee will be attached to a separate lifeline. • Lifelines need to be protected against being cut or abraded. Anchorage • Structure must be sound and capable of withstanding a 5000 lb. static load/person attached. • Structure/anchor must be easily accessible to avoid fall hazards during hook up. • Direct tying off around sharp edged structures can reduce breaking strength by 70% therefore; chafing pads or abrasion resistant straps must be used around sharp edged structures to prevent cutting action against safety lanyards or lifelines. • Structures used as anchor points must be at the worker's shoulder level or higher to limit free fall to 6 feet or less and prevent contact with any lower level (exception — self retracting lifelines and or 3 foot lanyards are used) • Choose structures for anchor points that will prevent swing fall hazards. Potentially dangerous "pendulum" like swing falls can result when a worker moves horizontally away from fixed anchor point and falls. The arc of the swing produces as much energy as a vertical free fall and the hazard of swinging into an obstruction becomes a major factor. Raising the height of the anchor point can reduce the angle of the arc and the force of the swing. Horizontal lifelines can help maintain the attachment point overhead and limit the fall vertically. A qualified person must design a horizontal lifeline. 2 COAST CRANE COMPANY Permanent Anchor Requirements In addition to all the criteria listed above, the following points must be considered: • Environmental factors and dissimilarity of materials can degrade exposed anchors. • Compatibility of permanent anchors with employee's fall arrest equipment. • Inclusion of permanent anchors into a Preventative Maintenance Program with scheduled annual re -certification. • Visibly label permanent anchors. • Anchors must be immediately removed from service and re -certified if subjected to fall arrest forces. Complete System • If a fall occurs, the employee should not be able to free fall more than 6 feet nor contact a lower level. To ensure this, add the height of the worker, the lanyard length and an elongation length of 3.5 feet. Using this formula, a six-foot worker with a six-foot lanyard would require a tie -off point at least 15.5 feet above the next lower level. • A personal fall arrest system that was subjected to an impact needs to be removed from service immediately. • Personal fall arrest systems need to be inspected prior to each use and damaged or deteriorated components removed from service. • Personal fall arrest systems should not be attached to guardrails nor hoists. Inspection The employee will inspect the entire personal fall arrest system prior to every use. The competent person will inspect the entire system in use at the initial installation and weekly thereafter. The visual inspection of a personal fall arrest system periodically will follow the manufacturer's recommendations. Personal Fall Arrest System Inspection Harness Inspection Webbing • Inspect the entire surface of webbing for damage. Beginning at one end, bend the webbing in an inverted "U". Holding the body side of the belt toward you, grasp the belt with your hands six to eight inches apart. This surface tension makes the 3 COAST CRANE COMPANY damaged fibers or cuts easier to see. Watch for frayed edges, broken fibers, pulled stitches, cuts, burns, and chemical damage. "D" Rings/Back Pads • Check "D" Rings for distortion, cracks, breaks, and rough or sharp edges. The "D" ring should pivot freely. "D" ring back pads should also be inspected for damage. Attachment of Buckles • Note any unusual wear, frayed or cut fiber, or distortion of the buckles. Tongue/Grommet • The tongue receives heavy wear from repeated buckling and unbuckling. Inspect for loose, distorted or broken grommets. The webbing should not have any additional punched holes. Tongue Buckle • Buckle tongues should be free of distortion in shape and motion. They should overlap the buckle frame and move freely back and forth in their socket. The roller should turn freely on the frame. Check for distortion or sharp edges. Friction and Mating Buckles • Inspect the buckle for distortion. The outer bars and center bars must be straight. Pay special attention to corners and attachment points of the center bar. Lanyard Inspection Hardware • Snaps: Inspect closely for hook and eye distortions, cracks, corrosion, or pitted surfaces. The keeper (latch)should seat into the nose without binding and should not be distorted or obstructed. The keeper spring should exert sufficient force to firmly close the keeper. Keeper locks must prevent the keeper from opening when the keeper closes. • Thimbles: The thimble must be firmly seated in the eye of the splice, and splice should have no loose or cut strands. The edges of the thimble must be free of sharp edges, distortion, or cracks. Web Lanyard • While bending the webbing over a curved surface such as a pipe, observe each side of the webbed lanyard. This will reveal any cuts or breaks. Examine the webbing for swelling, discoloration, cracks, or burns. Observe closely for any breaks in the stitching. Rope Lanyard • Rotation of the rope lanyard while inspecting frm end to end will bring to light any fuzzy, worn, broken or cut fibers. Weakened areas from extreme loads will appear as a noticeable change from the original diameter. The rope diameter 4 COAST CRANE COMPAN Y should be uniform throughout, following a short break-in period. Make sure the rope has no knots tied in it. Knots can reduce the strength of the rope by up to 60%. Shock -absorbing Lanyard • Shock -absorbing lanyards should be examined as a web lanyard. However, also look for signs of deployment. If the lanyard shows signs of having been put under load (e.g. torn out stitching), remove it from service. Definitions Fall Protection System — Fall Protection Systems are designed to protect personnel from the risk of falls when working at elevated heights. Recognized systems include: Fall Prevention — a structural design to limit a fall to the same level (e.g., guardrails, positioning/restraint systems). Fall Arrest System — an approved full body harness, shock absorbing lanyard or self retractable lifeline, locking snap hooks and anchor points approved for a static load of 5000 pounds or engineered to meet a two to one safety factor. Aerial Lift — Vehicle mounted elevating work platform (e.g. Boom Lifts, Articulating Telescoping Boom Lifts). Competent Person — A person who is capable of identifying existing and predictable hazards in the surrounds or working conditions which are hazardous to personnel and who has authorization to quickly correct the situation. Qualified Person — A person with a recognized degree or professional certificate, (e.g. civil or mechanical engineering profession or Certified Safety Professional) or by extensive knowledge, training and experience in this area, has successfully demonstrated the ability to solve or resolve problems relating to the subject matter and work. Certification — ANSI (American National Standards Institute) defines certification as documentation that determines criteria meets the requirements of the standard through testing or proven analytical method (e.g. engineering calculations) or both, carried out under the supervision of a Qualified Person. 5 jegCOAST CRANE COMPANY ELECTRICAL LOCKOUT PROCEDURES General Responsibilities 1. The employer shall provide information, instruction and supervision to workers on proper lockout procedures for each piece of equipment they will be operating. 2. An initial review should be made to determine which switches, valves, or other energy isolating devices apply to the equipment being locked out. More than one energy source (electrical, mechanical, hydraulic, pneumatic, chemical, thermal, gravitational) may be involved. 3. The employer should ensure that workers know which energy sources may need to be controlled. Workers should check with a supervisor or other knowledgeable person if in doubt about which energy sources may need to be controlled. 4. When equipment is to be locked out, employers, supervisors and workers should follow accepted lockout principles, including: • Pre -planning for the lockout by identifying all energy sources, switches, etc. • Where lockout is complex, a written sequence in checklist form should be prepared for equipment access, lockout/tagout, clearance, release and start-up. • All workers affected by the lockout should be notified. • Equipment should be shut down by normal means by turning of switches and closing valves etc. • Equipment should be isolated from energy sources by disconnecting or blocking the sources of energy. ▪ Lockout and tag the energy isolating devices by padlock or some other locking device that the worker has control over as well as a tag indicating that the equipment has been shut down. • Verify that all energy sources have been isolated by attempting to cycle the equipment prior to working on it. • When work is completed, release equipment from lockout. • Test equipment. COAST CRANE COMPANY Factors to consider when locking out equipment Lockout Procedures Preparation 1. If the equipment is operating, shut it down by the normal stopping procedure (depress stop button, open toggle switch, etc.). Only workers knowledgeable in the operation of the specific equipment should perform shutdown or re -start procedures. 2. Operate the energy -isolating device(s) so that all energy sources (electrical, mechanical, hydraulic, etc.) are disconnected or isolated from the equipment. 3. Electrical disconnect switches should never be pulled while under load, because of the possibility of arcing or even explosion. 4. Stored energy, such as that in capacitors, springs, elevated machine parts, rotating flywheels, hydraulic systems, and air, gas, steam, or water pressure, etc., must also be released, disconnected, or restrained by methods such as grounding, repositioning, blocking or bleeding -down. 5. pulling fuses is not a substitute for locking out. A pulled fuse is no guarantee the circuit is dead. Even if a circuit is dead, another person could inadvertently replace the fuse. 6. Equipment that operates intermittently, such as a pump, blower, fan, or compressor may seem harmless when it is not running. Do not assume that because equipment is not operating at a particular point in time that it will remain off for the duration of any work to be performed on it. Application of Lockout/Tagout 1. Lock out and tag the energy -isolating device with an assigned, individual lock. A worker will not be protected unless he/she uses his/her own padlock. 2. If more than one worker is working on the same piece of equipment at the same time, each one should lock out the equipment, by placing a personal lock and tag on the group lockout device when he/she begins work, and should remove those devices when he/she stops working on the machine or equipment. itg COAST CRANE COMPANY 3. Locks and tags should clearly show the name of the person who applied the device, the date, and the reason for the lockout. This identifies who is servicing the machinery or equipment. In a multiple lockout/tagout situation, it will also identify any worker(s) who may not have finished working. 4. Locks and tags must be durable enough to withstand the environment in which they are to be used. Information on the locks and tags should remain legible. 5. Locks must be substantial enough to prevent removal without the use of excessive force. Tags must be substantial enough to prevent accidental or inadvertent removal. 6. Both locks and tags are to be standardized by color, shape, or size. Tags should be easily recognized and provide appropriate information about the lockout. 7. For some equipment it may be necessary to construct attachments to which locks can be applied. An example is a common hasp to cover an operating button. Tags must be attached to the energy isolating device(s) and to the normal operating control in such a manner as to prevent operation during the lockout. Verification of Isolation 1. After ensuring that no workers can be injured, operate the push button or other normal controls to verify that all energy sources have been disconnected and the equipment will not operate. 2. If there is a possibility of re -accumulation of stored energy, such as an increase in pressure to a hazardous level, isolation of the equipment must be periodically verified until the maintenance or repair is completed, or until the possibility of such accumulation no longer exists. 3. Return operating controls to neutral position after the test. A check of system activation (e.g. use of voltmeter for electrical circuits) should be performed to ensure isolation. 4. The equipment is now locked out. COAST CRANE COMPANY Lockout/Tagout Interruption 1. If a machine is locked/tagged and there is a need for testing or positioning of the equipment/process, the following steps should be followed. • Clear the equipment/process of tools and materials. • Ensure workers are a safe distance from any potential hazard. • Remove locks/tags according to established procedure. • Proceed with test. • De -energize all systems and re-lock/re-tag the controls before resuming work. Release From Lockout/Tagout 1. Before locks and tags are removed and energy is restored to the machine or equipment, inspect the work area to ensure that non-essential items have been removed and that machine or equipment components are operationally intact. 2. Ensure workers are a safe distance from any potential hazard. 3. Each lock and tag should be removed from each energy -isolating device by the worker who applied the lock and tag. 4. Notify affected workers that locks and tags have been removed. October 19, 2018 Project No. 110238E015 associated earth sciences i n c o r p 0 r at ea Pacific Northern Construction 14400 Tukwila International Boulevard, Suite 100 Tukwila, Washington 98168 Attention: Mr. Bryan Park Subject: Building A Portable Tower Crane Recommendations Tukwila Village Tukwila International Boulevard and South 144th Street Tukwila, Washington Dear Mr. Park: REVIEWED FOR CODE COMPLIANCE APPROVED NOV 2 9 2018 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 22 2018 PERMIT CENTER As requested, this letter presents geotechnical engineering recommendations for support of a portable tower crane to be located east of Building A. Building A of the Tukwila Village project will include construction of a multistory mixed-use structure that includes commercial space at street level with multifamily housing above, and parking below. This letter should be considered a continuation of our previous participation on the project and should be used together with our earlier comprehensive geotechnical engineering report for the project, dated March 18, 2013. This letter has been prepared in accordance with local standards of practice in the field of geotechnical engineering at the time it was prepared. No other warranty, express or implied, is made. Based on information provided by Inter -City Contractors, Inc. (ICC), we understand that a PotainTM IGO T130 portable tower crane, supplied by Coast Crane, will be used during construction of Building A. The crane will be supported on four outriggers, spaced 16.4 feet apart in both directions. The outrigger pads consist of 2x2 -foot steel supports attached to 5x5 -foot timber pads. The timber pads are made of two layers of 6x8 -inch timbers oriented perpendicular to each other. The maximum outrigger load is 102,513 pounds. Kirkland Office 1 911 Fifth Avenue 1 Kirkland, WA 98033 P 1 425.827.7701 9 425.827.5424 Everett Office 1291134 Hewitt Avenue, Suite 2 1 Everett, WA 98201 P 1 425.259.0522 F 1 425.827.5424 Tacoma Office 11552 Commerce Street, Suite 102 1 Tacoma, WA 98402 P 1 253.722.2992 F 1253.722.2993 www.aesgeo.com bb c3')% Site Observations At the time of our site visit on October 18, 2018, the excavation for Building A had been completed to an approximate depth of 9 feet, 15 feet west of the proposed tower crane pad. A north -south - trending electrical trench, measuring 3.5 feet in width and 4 feet deep, had been excavated through the crane pad footprint at the time of our visit. Soil conditions in the exposed walls of the electrical trench consisted of approximately 2 to 3 inches of 1 -inch crushed rock overlying about 1.5 feet of cement -treated soil. Beneath the cement -treated soil, we observed existing fill consisting of medium dense brown fine to medium sand with silt and gravel. Based on review of our referenced geotechnical report, the fill is underlain by Vashon ice contact sediments consisting of stiff/dense gray silt to silty fine sand. The ice contact sediments were encountered at depths ranging from 5 to 8 feet below grade in explorations located to the south and north of the proposed crane pad, respectively. These sediments are consistent with soils exposed in the base of the building excavation. Portions of the building excavation were obscured from view by standing water. We understand that the electrical trench will be backfilled by encasing the electrical conduit in concrete and filling the remainder of the trench within the crane footprint with controlled density fill (CDF). The two western crane outriggers will be located at existing surface grade, above this trench. The two eastern outriggers will be located at existing site grades, 16.4 feet east of the electrical trench centerline. Crushed rock surfacing above cement -treated soil was confirmed to extend beneath the area where the east outriggers will be located. North -south -oriented utilities were reportedly installed in the area between the proposed outriggers, and the surface soils were subsequently treated with cement to stabilize the area for equipment traffic some time ago. A large north -south -oriented soil stockpile was located immediately east of the proposed east crane outriggers. Recommendations We recommend that each of the east outriggers be supported on steel plates placed above undisturbed cement -treated soil. The electrical trench should be backfilled to surface grade with CDF extending a minimum distance of 10 feet beyond the outrigger pads. Steel plates should also be used beneath the outriggers placed on the trench backfill. The crane outriggers should be located behind a 1H:1V (Horizontal:Vertical) plane extending up and back from the base of temporary excavations or retaining walls. 2 Closure We appreciate the opportunity to be of continued service to you on this project. Should you have any questions regarding this letter or other geotechnical aspects of the project, please call us at your earliest convenience. Sincerely, ASSOCIATED EARTH SCIENCES, INC. Kirkland, Washington Susan G. Beckham, P.E. Senior Engineer Cc: Greg Herring, ICCgregh@intercitvcontractors,com mikeh@intercitvcontractors.com chrisd@intercitvcontractors.com mikew@coastcrane.com bruceg@aesgeo.com kmerriman(aesgeo.com Diana Keys @ Pacific Northern Construction seem 110238E015-13 Projects\20110238\KE\WP 3 Matthew A. Miller, P.E. Principal Engineer pILEC ° 'V PZirElln 092(f Plan review crp7cv'l is cu';; ct to mom c.r: Approval of c:nztru -:`on do u:r;:. the violation of ny aclo cd cc:: of approved Field Cop Potarm g 0 i i 3 0 Date: /' D Product Guide �."o:�anical Era: trfcal ffr ,umb:ng Cas Piping C=' j of Tukwila BUll.)771 C iVISICN ccl)�'s r;:,1!f4 [:1IlariLe+ s iS ac vow13dyod: I City olrf7�Tlw avila 0 o Q 0 t > r o o '- , ) eL cov(L'a CE °" � G) -D- cc j 0 c ° I o0 /tOwOC REV EWED FOR CODE COMPLIANCE APPROVED c r - Features • 8000 kg (17,637 Ib) maximum capacity • 1400 kg (3086 Ib) capacity at 50 m (164 ft) • 50 m (164 ft) maximum operating hook radius • 37,3 m (122 ft) maximum tip hook height with jib horizontal City of Tukwila BUILDING DIVISION • 61 m (200 ft) maximum hook height with 50 m (164 ft) jib set at 30° • Variable height lattice mast from 19,3 m (63 ft) to 37,3 m (122 ft) with optional mast inserts b t 0 316 all! 07 IIJEtIft9C%A OCT 22 2010 EN 14439 C25 -D25 EN 14439 C50 -D50 FEM 1.001-A3 Featu res Mast inserts Increase your working height by up to 15 m (49 ft) with optional mast inserts. Each insert is 6 m (20 ft) and provides the operator with additional heights under hook. SmartCom technology SmartCom is an embedded control system in CAN bus network which is based on a man to machine interface located in the control panel. 'This electronic system offers various functionalities which make putting the crane into service, as well as controlling the safety devices, faster and easier and makes crane maintenance easier than ever. Cab Two cab options are available for the Igo T 130: the Ultra View cab is equipped with integrated controls and provides maximum operator comforts; the Cab 800 provides operators with an areal view and offers basic comforts. UL/CSA listed components The Igo T 130 is equipped with UL/CSA listed components in the main electrical panel for the North American market. Central lubrication Prolong the life of the stewing ring with our automated lubrication system. This centralized system allows the technician to program a specific grease application from a large reservoir ensuring the proper stewing ring gear and bearing lubrication on the job site. Ir '• s -? • • Specifications Transport Weights Dimensions Crane profile Load charts Mechanisms Metric dimension Metric crane profile Metric load charts Metric mechanisms Symbols glossary Contents 4 5 6 7 8 9 10 11 12 13 14 15 4 Specifications Jib 47 m (154 ft) radius standard offsettable lattice jib; 50 m (164 ft) radius jib is optional. Jib can be offset to 30'. Opening and aligning are carried out automatically by four hydraulic cylinders. rMast Telescoping lattice mast raised by an uaxiliary winch and pulley block. Hook heights of 19,3 m (63 ft) and 22,3 m (73 ft) achievable with standard mast. 360' rotation possible during raising sequence. r*Optional mast inserts Three (3) 6 m (20 ft) mast inserts available to reach a maximum horizontal hook height of 37,3 m (122 ft). Increasing mast height with one insert provides hook heights of 25,3 m (83 ft) and 28,3 m (93 ft); second mast insert provides hook heights of 31,3 m (103 ft) and 34,3 m (113 ft); third mast insert provides a hook height of 37,3 m (122 ft). Chassis Outriggers swing and lock into position. 5 m (16.4 ft) square outrigger spread with 4 m (13.1 ft) maximum turning radius. 600 mm (23.6 in) square outrigger pads are stowed on the crane during transport. II*Ballast Ballast requirement for the crane consists of, at minimum, eleven (11) slabs each weighing 4050 kg (8929 Ib). An additional slab is required in some raised jib configurations. Maximum counterweight is permissible in all configurations except when forbidden, please consult the crane's manual for details. r* Electrical requirement 480 volt, 60 Hz measured at the turntable. Power Control allows for a reduction in power supply for a proportional reduction in hoisting speed. Earth rod and electric cable stored on the crane during transport. Reeving SM/DM block for 2 (SM) or 4 -part line (DM). Manual removal of one pin to change between SM and DM. Anemometer Electronic wind speed meter to alert the operator of wind speed conditions. Provides selective display on the radio remote. Maximum in service wind speed is 72 km/h (45 mph) and maximum out service wind speed is 150 km/h (93 mph). 11. Controls Wireless remote control provides information to the operator about wind speed, radius, hook height, load, and moment. Lights and buzzers alert the operator when nearing limits of operation. Battery charger and extra battery are provided with crane. Auxiliary push button tethered remote ensures continual operation in case of battery or other malfunction of the wireless remote control. Optional tethered remote control ensures continual operation with same functions and ergonomics as standard wireless remote control. t Swing RVF 161 Optima+ stewing mechanism with maximum swing speed of 0.8 rpm. Progressive control of speed with counter-slewing possible, anti -load swinging system makes aligning the load and jib easier. Multiple rpm speeds possible depending upon parameter selected. de Hoist 33 LVF 20 Optima: 29.5 HP variable frequency hoist with 2 t (2.2 USt) line pull. Progressive speed change according to the accelerating or decelerating ramps. Optima allows the hoist to adapt its speed to the weight of the load. 1U► Trolley 5 DVF 5: 5.4 HP variable frequency hoist with 500 kg (1102 lb) line pull. Progressive speed change according to acceleration or deceleration ramps controlled by the frequency converter. Hydraulic equipment Hydraulic cylinders are used for unfolding the mast and jib. All actions are carried about by the remote control. IV *Optional transport axle sets Axle sets are available for both jobsite and highway applications. Jobsite axles are rated for 25 km/h (15.5 mph) and highway axles are rated for 80 km/h (50 mph). *Optional equipment * STANDARD NORTH AMERICAN SPECIFICATION: includes 164 ft (50 m) jib radius, offsettable jib, pre -equipment for interference system, Top Zone, 3 mast inserts, 12 counterweight slabs and central lubrication. * Offsetable jib * Mast inserts 6 m (20 ft) * Electric slip ring * Central lubrication * Ultra View cab * Cab 800 * Cold weather kit * Top Zone * Top Tracing II * Transport axles and kits Denotes optional equipment *Requires optional anemometer SL122/S215M 25 km/h / 15.5 mph 17,15 m (56.3 ft) Transport 2,5 m (8.2 ft) E 1,14 m (3.7 ft) 2 m (6.6 ft) P2 0,32 m (1 ft) 5,38 m (17.7 ft) 4,47 m (14.7 ft) P IP1 SL122/J215M 80 km/h / 50 mph 17,15 m (563 ft) 5,3 m (17.4 ft) 25 m (82 ft) ► m E 7 1,14 m (3.7 ft) 2 m (6.6 ft) Potain Igo T 130 ►lam 4P2 0,32 m (1 ft) 5,38 m (17.7 ft) iP 4,47 m (14.7 ft) 5,3 m (17.4 ft) NOTE: Dimensions and weights may vary due to manufacturing tolerances. 2,45 m (8 ft) 5 6 Weights North American Highway Axle 17,15 m (563 ft) 2,5 m (8.2ft) ' e 4r= 1,14 m (3.7 ft) 2 m (6.6 ft) ►.4 P2 0,32 m (1 ft) 5,38 m (17.7 ft) 4P 5,16 m (16.9 ft) 4,61 m (15.1 ft) ► 2,6 m (8.5 ft) 4 t *Other axle sets are available. Chassis data (in transort position) SL122/S215M 25 km/h (15.5 mph) meters Overall length 17,15 (feet) 56.3 SL122/J215M 80 km/h (50 mph) meters 17,15 (feet) 56.3 North American Highway Axle meters 17.15 (feet) 56.3 Overall height 4 13.1 4 13.1 4 13.1 Overall width 2,5 8.2 2,5 8.2 2,6 8.5 Overhang 5,3 17.4 5,3 17.4 4,61 15.1 Wei. hts Crane weight less counterweight: Counterweight for operation (12 slabs): Crane with counterweight: In transport with no counterweight: Gross (P) Rear (P1) Front (P2) 27 960 kg 48 600 kg 76 560 kg Crane with transport SL122/S215M 25 km/h (15.5 mph) kilograms (pounds) 30100 19 300 10 800 66,359 42,549 23,810 61,641 Ib 107,145 lb 168,786 Ib equipment SL122/J215M North American 80 km/h (50 mph) Highway Axle kilograms (pounds) kilograms (pounds) 30 000 19 200 10 800 66,139 42,329 23,810 NOTE: Dimensions and weights may vary due to manufacturing tolerances. 30 826 20112 10714 67,960 44,340 23,620 Dimensions 11 ft �I.o�. .fir - �� ilk. 1111111VIT1UTA1U01f*AVAVAVALY0����4 as H (ft) 200 * ▪ 190 * 180 ® 161 161 ® 151 H (ft) 050ft ©46ft 043ft 0 138 ft 17,637 Ib H 3 H+3 1112 139 ft 20 ft 119 109 99 89 79 70 60 lAVAYAVAVAVATAIrivoui 17,6371b 110 ft 85981b 50 ft 112 ft 11 ft 17,637 Ib R=13ft tFl 16.4 ft x 16.4 ft *For these heights, the load charts are reduced. 65041b 49601b 3 0 164 ft b 30861b H (ft) ® 122 ® 113 103 IIII 93 83 73 63 H,0 Fl •50USt ■50.3USt 61,641 lb lie 107,1481b (12 x 8929 Ib) THIS CHART IS ONLYA GUIDE AND SHOULD NOT BE USED TO OPERATE THE CRANE. Potain Ig o T 130 The individual crane's load chart, operating instructions and other instructional plates must be read and understood prior to operating the crane 7 8 Crane profile 177 ft 171 164 157 151 144 138 131 125 118 112 105 98 92 85 79 72 66 59 52 46 39 33 26 20 13 7 0 210 ft 203 197 190 184 177 171 164 157 151 144 138 131 125 118 112 105 98 92 85 79 72 66 59 52 46 39 33 26 20 13 7 0 26 20 13 7 0 13 26 39 52 66 79 92 105 118 131 144 157 171 ft Jib raised 30° ii. EiiE's E: rltiallEiliffl IMAM E MEM Il=1E'iEEERPAIM1MIE=EE"EL ?Ei�` ..� ii itiffli I a RIIMPAIE"MIMI6 <_. j ...MMINP E Rli i. riEE1 11E1EE=liE E3di ie. izii f ik 1E'1 EE •MriELArE EE E° . iiiM EE .iE' iii DIEMPi_E EEEEEE:- ESSiIM i.. =': EE iECMEEE; EEi-SEE:iEEEEEEi"EE•11 1:' EMIlli l+' ' Ei EE I EEE=:Eti1E.i`'i1!'EEiii1E:i'iE"iiiEi 'EE[EEEiiR .1 11- ° EEEE1 E iE.'EF' •ir I11 1'EE::EIEI:E E moma EEioEE=Im1 1EEsiE E= E iENrrii HMIill!IE:E EE EiffiliiEEzEEEE:EM1 1I MEi':M1 1 1! .aE :EMEE MIlikl :EE ME1E:EE:EEMEI it 1.1 - 'E:_.'°i::'E: EE@`iE E'=.:=i• EE:E EL E:E nil 'iEE'i;i'' ELiEc' E::ifi: ffili ME SAEEei M:IMM EECEE' e ii ilEEE°ii.r ESt1.i`.'EE E: E li EEre:gEi Si�EEEE:�EEEIEEE4uix:E i•p11t 1Ei:E1:�'9 IF'' . Ei'Ei's1 'EEliii'1•s?i- iE1 rL Li EEi I ril.i1 'E:iiE=a Ei�.i 26 20 13 7 0 13 26 39 52 66 79 92 105 118 131 144 157 171 ft THIS CHART IS ONLYA GUIDEAND SHOULD NOT BE USED TO OPERATE THE CRANE. The individual crane's load chart, operating instructions and other instructional plates must be read and understood prior to operating the crane. �164ft /AVAIL 154ft fAVW 110ft 85981b 49601b 37481b 30861b Load charts AAAAAAAAAAAAA 11 ► 43 46 52 59 66 72 74 75 79 85 92 98 105 112 118 125 131 138 144 151 157 164 ft 17,637 16,314 13,669 11,905 10,362 9259 8598 8157 7496 6834 6173 5732 5291 4850 4519 4189 3968 3748 3527 3307 3086 Ib 8818 8598 8157 7496 6834 6173 5732 5291 4850 4519 4189 3968 3748 3527 3307 3086 Ib 11 ► 46 49 52 59 66 72 79 80 82 85 92 98 105 112 118 125 131 138 144 151 154 ft 17,637 16,314 14,991 13,007 11,244 10,141 9039 - 8598 8157 7496 6834 6283 5732 5401 4960 4630 4409 4079 3858 3748 Ib 8818 8598 8157 7496 6834 6283 5732 5401 4960 4630 4409 4079 3858 3748 Ib 138 ft 11 0. 50 52 59 66 72 79 82 85 88 89 92 98 105 112 118 125 131 138 ft rAWk E 17,63716,755 14,330 12,566 11,244 10,141 9480 9039 - 8598 8378 7716 7055 6504 6063 5622 5291 4960 Ib lid 8818 8598 8378 7716 7055 6504 6063 5622 5291 4960 Ib 110ft 11 0. 61 66 72 79 82 85 89 92 98 105 108 110 ft rAvou 17,637 16,09414,33013,00712,346 11,685 11,244 10,803 9921 9039 - 8598 Ib ITI 8818 8598 Ib 164ft 154ft 138 ft rAvo 11 ► 50 52 59 66 72 79 85 88 92 98 105 112 ft 17,637 16,75514,33012,56611,244 10,141 9039 - 8378 7716 7055 6504 Ib 8818 8378 7716 7055 6504 Ib 85981b 164 ft rAvv H (ft rrau 164 ft 154 ft 138 ft 110 ft 110ft -+3 200 195 180 175 166 151 171 165 156 141 H+1 161 156 147 132 IH -o 151 146 137 122 11 0. 66 72 79 85 92 98 105 112 118 125 131 138 143 ft 8818 7716 7055 6283 5732 5181 4740 4409 4079 3748 3527 3307 3086 Ib 154 ft 11 ► 70 72 79 85 92 98 105 112 118 125 135 ft FAVW 8818 8598 7716 6834 6283 5732 5291 4850 4519 4189 3748 Ib 138 ft !AVM\ 110 ft 'ATV h. 11 ► 11 ► 31971b 26461b H (ft) 77 85 92 98 105 112 120 ft 8818 7716 7055 6504 5952 5512 4960 Ib 94 96 ft 8818 8598 Ib wok 164ft 154ft 138 ft 110ft -+3 200 195 - - 190 185 - - 2 164ft 11 ► 60 66 72 79 85 92 98 105 112 118 125 131 138 143 ft rvAo 1' 8818 7716 6834 6173 5512 4960 4519 4189 3858 3527 3197 2976 2756 2646 Ib 154ft 11 ► 63 66 72 79 85 92 98 105 112 118 125 135 ft rive► 8818 8378 7496 6.614 5952 5401 4960 4519 4189 3858 3527 3197 Ib THIS CHART IS ONLYA GUIDE AND SHOULD NOT BE USED TO OPERATE THE CRANE. Potain Igo T 130 The individual crane's load chart, operating instructions and other instructional plates must be read and understood prior to operating the crane 9 10 Mechanisms 6504 Ib H (ft) 164ft 154 ft 11 ► 77 79 85 92 98 ft 138 ft ( 8818 8598 7716 7055 6504 Ib 480V- 60 Hz IV 480 V (+6% -10%) 60 Hz Lit UUt hp kW 33 LVF 20 fpm 10 52 112 174 207 5 26 56 87 103 29.5 22 Optima Ib 8818 8818 8818 4409 2205 17,637 17,637 17,637. 8818 4409 49-98-180(8818-.17,6371b) 4■1. 5DVF5 m/min 49-98-230(102--.8818 1b) 5.4 4 49 - 98 -3280 -• 11021b) lrpm Optima+ 161 0 -00.8 7.5 5.5 4•►3$ TVF124 fpm 82 2x4 2x3 ill IEC 60204-32 IV 480 V (+6% -10%) 60 Hz IV/ 31-019 kVA O 31 35 -022 kVA 33 LVF 20 Optima fpm 207 174 112 =+25% LA t 2205 4409 88181b Hoisting Trolleying Stewing Traveling THIS CHART IS ONLYA GUIDE AND SHOULD NOT BE USED TO OPERATE THE CRANE. The individual crane's load chart, operating instructions and other instructional plates must be read and understood prior to operating the crane. I-- m Metric dimensions H (m) ® 61* ® 58* 55 52 49 46 H+0 AVATAVAVAVAVAVATAAVAVATATAYAVAr 42,39 m H+0 36,2 33,2 30,2 27,2 24,2 21,2 18,2 R=4m 6,13m - i F1 WAVAVAIF1V1V1qTAv_i 8000 kg kniraeinir giD 3900 kg *For these heights, the load charts are reduced. 2250 kg 1700 kg 1400 kg H (m) ® 373 34,3 31,3 ® 28,3 25,3 22,3 19,3 H+0 •45:4t ■45,6t 27960 kg 48600 kg (12 x 4050 kg) THIS CHART IS ONLYA GUIDE AND SHOULD NOT BE USED TO OPERATE THE CRANE. Potain 1 g o T 130 The individual crane's load chart, operating instructions and other instructional plates must be read and understood prior to operating the crane 11 12 Metric crane profile 54 m 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 8 6 4 2 0 4 8 12 64 m 62 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 16 20 24 28 32 36 40 44 48 52 m Jib raised 30° •: : : ••l : • .• : a • o s s s liri1!;sasc :13 'X11 111:'x!11 !111 ail�'91} •'! j,-! - ss sses ss ee!llst3ea::: i3:aa �eee•:: �. s:• •::: zs z:::.:.. 3 ! : 2 • : !:. 1 : �•u 1 • :• is :.: :: :. ::ifilT- MI :•.' 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IlIr 1I 1, ,' l i11x1111' r.111'1:1'E': EIIi 111 r_IL•''1.1E`!'s n1IIIEIIi1:1i111I1 i111I:.3i'!..ME 11111INE®4;, r ilir.!'1I111MIE111r iI' I 11i11EMMM111E 111:11 1111E 1II111= i"1.!7 > :1 111 91:ANTI''=.E M1IIEi=l1ll.4 1E 1"if1 E EI 1!11EE1EE 6E1'111.Ii i 111I1=i i i'.' 1 II iL=I11i!`•a111111€1 E11 ffl1" !i :i1 i111@IEI11=.! 111E1r1=I IE E 11111110.--::?-:- f11E1E'1 !I IIJi: 1$11111€IrI111111 '• x.:111111 111?I'.• 1111111111111111':=1 8 6 4 2 0 4 8 12 16 20 24 28 32 36 40 44 48 52 THIS CHART IS ONLYA GUIDE AND SHOULD NOT BE USED TO OPERATE THE CRANE. The individual crane's load chart, operating instructions and other instructional plates must be read and understood prior to operating the crane. 3900 kg 2250 kg 1700 kg 1400 kg Metric Toad charts 2950 kg 50 m 3,5 ► 13,2 14 16 18 20 22 22,7 23 24 26 28 30 32 34 36 38 40 42 44 46 48 50 m WAIL 8000 7400 6200 5400 4700 4200 - 3900 3700 3400 3100 2800 2600 2400 2200 2050 1900 1800 1700 1600 1500 1400 kg 141 4000 3900 3700 3400 3100 2800 2600 2400 2200 2050 1900 1800 1700 1600 1500 1400 kg 47 m 3,5 ► 14,1 15 16 18 20 22 24 24,4 25 26 28 30 32 34 36 38 40 42 44 46 47 m rima► 8000 7400 6800 5900 5100 4600 4100 - 3900 3700 3400 3100 2850 2600 2450 2250 2100 2000 1850 1750 1700 kg 4000 3900 3700 3400 3100 2850 2600 2450 2250 2100 2000 1850 1750 1700 kg 42 m 3,5 ► 15,3 16 18 20 22 24 25 26 26,7 27 28 30 32 34 36 38 40 42 m /AIM% 8000 7600 6500 5700 5100 4600 4300 4100 - 3900 3800 3500 3200 2950 2750 2550 2400 2250 kg 4000 3900 3800 3500 3200 2950 2750 2550 2400 2250 kg 33,5 m 3,5 ► nuu 50 m 47 m 3,5 ► 42 m( /ACV 141 18,6 20 22 24 25 26 27 28 30 32 32,8 33,5 m 8000 7300 6500 5900 5600 5300 5100 4900 4500 4100 - 3900 kg 40003900 kg 15,3 16 18 20 22 24 26 26,7 28 30 32 34 m 8000 7600 6500 5700 5100 4600 4100 - 3800 3500 3200 2950 kg 4000 3800 3500 3200 2950 kg 3900 kg raa$ 50 m 47 m 42 m 33,5 m 61 59,4 - - H+7 55 53,4 50,7 46,1 52 50,4 47,7 43,1 49 47,4 44,7 40,1 H-0 46 44,4 41,7 37,1 50 m 3,5 ► 20 22 24 26 28 30 32 34 36 38 40 42 43,6 m nva► 47 m raa� 42 m raVVu 4000 3500 3200 2850 2600 2350 2150 2000 1850 1700 1600 1500 1400 3,5 I. 21,4 22 24 26 28 30 32 34 36 38 41 m 4000 3900 3500 3100 2850 2600 2400 2200 2050 1900 1700 kg 3,5 ► 23,5 26 28 30 32 34 36,7 m 141 4000 3500 3200 2950 2700 2500 2250 kg 28,8 29,3 m 40003900 kg 33,5 m 3,5 ► roa► 1.11 1450 kg kg r..a$ 50 m 47 m 42 m 33,5 m 61 59,4 - - 58 56,4 - - 50 m 3,5 ► 18,2 20 22 24 26 28 30 32 34 36 38 40 42 43,6 m nva$ 17( 4000 3500 3100 2800 2500 2250 2050 1900 1750 1600 1450 1350 1250 1200 kg 47m 3,5 ► 19,3 20 22 24 26 28 30 32 34 36 38 41 m MVO 1, 4000 3800 3400 3000 2700 2450 2250 2050 1900 1750 1600 1450 kg THIS CHART IS ONLYA GUIDE AND SHOULD NOT BE USED TO OPERATE THE CRANE. Potain Ig o T 130 The individual crane's load chart, operating instructions and other instructional plates must be read and understood prior to operating the crane 13 14 Metric mechanisms 2950 kg H (m) 50 m 47 m 3,5 ► 23,4 24 26 28 29,8 m 42 m 4000 3900 3500 3200 2950 kg rAva► FAVNI 50 m 47 m 42 m -42 H+1 H+0 ism 46,4 43,4 40,4 480V-60 Hz 480 V (+6% -10%) 60 Hz WI UUt hp kw ' 4 33 LVF 20 Optima m/min kg 3,2 4000 16 4000 34 4000 53 63 2000 1000 1,6 8 8000 8000 17 8000 26,5 4000 31,5 2000 29,5 22 15 -30 - 55 (4000 -' 8000 kg) 4■1, 5DVF5 m/min 15 - 30 -70 (500 -. 4000 kg) 5,4 4 15-30-100(0-..500 kg) IIP RVF 161 Opt ma+ rpm 0 0,8 7,5 5,5 40*= TVF124 m/min 25 2x4 2x3 IEC 60204-32 480 V (+6% -10%) 60 Hz f) 31 19 kVA O It 35 — 22kVA 33 LVF 20 Optima m/min '�+ °� 64 Q 53 34 J - 1000 2000 4000 kg Trolleying Stewing { Traveling THIS CHART IS ONLYA GUIDE AND SHOULD NOT BE USED TO OPERATE THE CRANE. The individual crane's load chart, operating instructions and other instructional plates must be read and understood prior to operating the crane. • elif Potain IgoT 130 Jib Outrigger Electrical requirement Reeving li x 11 14 Mast Chassis Ballast Hoist Symbols glossary T u 1 o 4.► Anemometer Hydraulic equipment Transport axle Trolley .l �1 n, A Swing Controls Ballasting derrick 15 Grove Manitowoc National Crane Potain Canitowoc Manitowoc Cranes Regional headquarters Americas Manitowoc, Wisconsin, USA Tel: +1 920 684 6621 Fax: +1 920 683 6277 Shady Grove, Pennsylvania, USA Tel: +1717 5978121 Fax: +1 717 597 4062 Regional offices Americas Brazil Alphaville Mexico Monterrey Chile Santiago Europe, Middle East, Africa France Baudemont Cergy Decines Germany Langenfeld Italy Lainate Netherlands Breda Poland Warsaw Portugal Baltar Russia Moscow South Africa Johannesburg U.A.E. Dubai U.K. Buckingham ©2014 Manitowoc Form No. Igo T130 PG Part No.11-001 0114 Europe, Middle East, Africa Dardilly, France Tel: +33(0)47218 20 20 Fax: +33(0)472182000 China Beijing Chengdu Guangzhou Xian Greater Asia-Pacific Australia Brisbane Melbourne Sydney India Chennai Delhi Hyderabad Pune Korea Seoul Philippines Makati City Singapore China Shanghai, China Tel: +86 21 6457 0066 Fax: +86 2164574955 Factories Brazil Passo Fundo China TaiAn Zhangjiagang France Charlieu Moulins Germany Wilhelmshaven India Pune Italy NiellaTanaro Portugal Baltar Fanzeres USA Manitowoc Port Washington Shady Grove Greater Asia-Pacific Singapore Tel: +65 62641188 Fax: +65 6862 4040 This document is non -contractual. Constant improvement and engineering progress make it necessary that we reserve the right to make specification, equipment, and price changes without notice. Illustrations shown may include optional equipment and accessories and may not include all standard equipment. www.manitowoccranes.com IN INTER -CITY CONTRACTORS INC. October 16, 2018 Mr. Jerry Hight Building Official City of Tukwila 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 Subject: Tukwila Village Phase II Building A 14200 Tukwila International Blvd, Tukwila, WA Crane Permit Submittal Dear Mr. Hight: n REVIEWED FOR CODE COMPLIANCE APPROVED NOV 2 9 2018 City of Tukwila BUILDING DIVISION I have completed the Tower Crane Permit Application. The below outline is a list of documents that are included with the application: 1) City of Tukwila Permit application 2) Structural Engineering: The crane that is intended to be used is a self erect type. There is no separate foundation that the crane is to attach to. All counter weights/ballast are integrated into the crane itself. 3) Associated Earth Sciences Geotech letter that addresses the outriggers and loading on the existing soil is attached -4 copies 4) Tower Crane manufacturer information a. Crane: Potain Ogp T 130-: 4 copies i. Height of tower to hook: 122' ii. Jib length: 164' iii. Maximum capacity at end of jib: 164' is 3,086#. 5) Crane Safety plan a. Coast Crane: Setup/Dismantle subcontractor i. Tower crane erection plan: 4 copies ii. Site Specific work plan: 4 copies iii. Comprehensive Safety & Accident Prevention Program: 4 copies b. Safety Inspection & Daily Crane Operator: 4 copies i. Site Specific Accident Preventon 17425 68th Ave NE PO Box 82405 Kenmore, WA 98028 Phone: (425) 806-8560 Fax: (425) 806-8566 email: info@intercitycontractors.com Lic. #INTERCI977PZ Ma -06 CITY OF TU KW ILA OCT 222010 PERMIT CENTER Tukwila Village Phase II, Building A October 16, 2018 Crane permit submittal outline 6) Site plan showing crane location, jib radius. a. Jib length 164' b. Height under hook 122' c. All loading and unloading will be done onsite. d. No loads will be swung over streets or adjacent properties. e. The surrounding streets will not be impacted during the crane setup and removal. All activity for setup and removal will take place on the project site. 7) Detail of crane building attachments: There are no attachments, the crane is free standing and is located outside of the building. 8) Electrical: a. Permit will be applied for by the Electrical subcontractor b. Connection to be made from temporary power supplied by SCL c. L&I will inspect once system is ready. d. Connection to crane will be done once L&I inspection is approved. 9) Inspections prior to use: a. Coast Crane/Bill Rumberg: is certified by the State, see #4, b. above. This is for inspection prior to assembly, inspection once assembled, and daily operator inspections. b. L&I will inspect the crane once Seaburg completes and files his inspection report. c. The crane will also receive an additional safety inspection every 6 months. 10) FAA filing; This was completed Tuesday, 10/16/18, with additional filings for the building, all building corners as requested by FAA. 11) Fire department will be contacted once the permit and been applied for. If you have additional questions or need further information, please call/email. Sincerely, Greg He g 2 anitowoc Crane Care SUMMARY SPECIFIC SAFETY INSTRUCTIONS 2 LOWERING THE JIB TO THE GROUND 5 WORKING HEIGHTS ROPE REEVING FITTING THE SPLIT PINS F"' REVIEWED FOR CODE COMPLIANCE APPROVED NOV 2 9 2018 City of Tukwila BUILDING DIVISION b I fr o 336 7 10 14 RECEIVED OCT 2 Z 2018 TUKWILA PUBLIC WORKS RECEIVED CITY OF TUKWILA OCT 22 2018 PERMIT CENTER 01U -0000 -014 -0 -GB 1 15-11-12 ® .POTAIN. 2002. My reproduction for commercial purpose is forbidden. Z Z SPECIFIC SAFETY INSTRUCTIONS SPECIFIC SAFETY INSTRUCTIONS Canitowoc Crane Care The constructor's liability cannot be involved when transport, erection or use of the machine have not been carried out in accordance with the instructions given in this document. Any fitting of accesso- ries or transport equipment neither manufactured nor recommended by MANITOWOC will be carried out under the sole responsability of the user for the consequences which may result from this both for the equipment and the crane. For all the interventions the crane driver must use the accesses provided for this pur- pose: catwalks, ladders, steps on the ballast blocks ... At each operation in the sewing area of the sewing crane part, the crane driver must be extremely vigilant (crushing hazard). INSAFETY INSTRUCTIONS / Safety signalling Any unfolding or folding operation of the mast and the jib are not allowed, if the wind speed exceeds 50 km/h. Before carrying out a hydraulic movement (for ex.: opening and closing the jib, unfolding and folding the mast), operate a short instant the opposite movement in order to ensure the filling of the cylinder. QAt each erection, bleed the raising cylinder, if required. 181 HYDRAULIC UNIT / Bleeding the raising cylinder 01U-0000-014-0 / 01U-0200-011-0 2 15-11-12 ® .POTAIN. 2002. My reproduction for commercial purpose is forbidden. Canitowoc Crane Care SPECIFIC SAFETY INSTRUCTIONS Any telescoping or telescoping down operation of the mast must be carried out with jib com- pletely folded against the mast and the trolley positioned between the two marks (1). All the folding or unfolding operations of the jib must be carried out with horizontal jib and the trolley positioned between the two marks (1) and without load. Stewing is forbidden during these operations. 01U-0000-014-0 / 01U-0200-011-0 3 15-11-12 © .POTAIN. 2002. My reproduction for commercial purpose is forbidden. SPECIFIC SAFETY INSTRUCTIONS Oanitowoc Crane Care When folding the second jib hinge, check that the trolley rope (1) is correctly positioned on the guide rope (2) and the pulleys (3) and the hoist rope (4) on the fifth -wheels (5). NT_003080_02 When folding the third jib hinge, check that the trolley rope (1) is correctly positioned on the guide rope (2) and the pulleys (3) and the hoist rope (4) on the fifth -wheels (5). QIt is absolutely necessary to maintain the good working order of the telescoping and tele- scoping down operations of the masts and of the unfolding or folding operations of the jib and the tie bars during the whole crane erection. Z Z This manual does not deal with uncommon erection or dismantling operations in case of breakdown or particular site configuration; please consult us in every case. Pin -connecting means: fit the pin and then fix the split pin or safety pin. 01U-0000-014-0 / 01U-0200-011-0 4 15-11-12 ® .POTAIN. 2002. My reproduction for commercial purpose is forbidden. Can►towoc Crane Care SPECIFIC SAFETY INSTRUCTIONS LOWERING THE JIB TO THE GROUND Z During certain erection and dismantling operations, it is required to lower the jib near the ground. According to the hook heights and the jib lengths, lowering the jib near the ground is not permitted. See tables below. Aligned jib Hook height at the jib foot Jib length 33,5 m 42 m 47 m 50 m 36 m ® 0 33 m 30 m OK OK 27 m 24 m OK OK 21 m 18 m Z For the forbidden configurations telescope down until reaching the next permissible position. 01U-0000-014-0 / 01U-0300-003-0 5 15-11-12 .POTAIN. 2002. My reproduction for commercial purpose is forbidden. SPECIFIC SAFETY INSTRUCTIONS Oan►towoc Crane Care Jib folded up Hook height at the jib foot Jib length 34 m 36 m - --- 0 33 m 30 m 27 m 24 m OK 21 m 18 m Z Z For the forbidden configurations telescope down until reaching the next permissible position. If it is necessary to use the hydraulic when the jib is lowered to the ground, compulsorily telescope down until 24 m. This requires a configuration with max. 2 extension masts. 01U-0000-014-0 / 01U-0300-003-0 6 15-11-12 ® .POTAIN. 2002. My reproduction for commercial purpose is forbidden. Oan►towoc Crane Care SPECIFIC SAFETY INSTRUCTIONS 41/ WORKING HEIGHTS There are 7 working hook heights according to the number of extension masts and according to the lock support. Examples below, with the trolley at jib foot: According to the crane configuration with horizontal or raised jib, certain working heights are forbidden. See the following tables. 01U-0000-014-0 / 01U-0400-002-0 7 15-11-12 ® .POTAIN. 2002. My reproduction tor commercial purpose is forbidden. SPECIFIC SAFETY INSTRUCTIONS Oanitowoc Crane Care Horizontal jib aligned and folded Hook height at the jib foot Jib length 33,5 m 42 m 47 m 50 m 36 m 50m 36 m 0 0 33 m 33 m 30 m 27m OK OK OK OK 24 m OK 27m OK , OK 21 m 18 m Raised jib aligned and folded Hook height at the jib foot Jib length 33,5m 42m 47m 50m 36 m 0 0 33 m 30 m OK OK 27m OK , OK 24 m 21 m 18m ® 0 0 01U-0000-014-0 / 01U-0400-002-0 8 15-11-12 ® .POTAIN. 2002. My reproduction for commercial purpose is forbidden. Canitowoc Crane Care SPECIFIC SAFETY INSTRUCTIONS Z Before telescoping or telescoping down and according to the number of extension masts, compulso- rily adjust the telescopic retaining tie bar length. For this, see the procedure in the chapter "TELE- SCOPING THE MAST" or `TELESCOPING THE MAST DOWN". TELESCOPING DOWN with 0, 1, 2 extension mast(s) TELESCOPING HT_OO2656_O4 X2.2.°p mm 600 mm Keep 3 dead turns on the drum. with 0, 1, 2 extension mast(s) •,4141' O with 3 extension masts (36m) of I �� � O F N �g gl: / O TELESCOPING DOWN with 0, 1, 2 extension mast(s) with 3 extension masts (36m) HT_OO2656_O4 X2.2.°p mm 600 mm Keep 3 dead turns on the drum. •,4141' O 01U-0000-014-0 / 01U-0400-002-0 9 15-11-12 6+ .POTAIN. 2002. My reproduction for commercial purpose is forbidden. Canitowoc Crane Care SPECIFIC SAFETY INSTRUCTIONS ROPE REEVING The identification of the wire ropes is given in the "Data sheets" part of the manual. Synopsis 4 8 IDENTIFICATION OF THE WIRE ROPES 2 Legend 1 Front trolley rope 2 Rear trolley rope 3 Hoist rope 4 Retaining rope 5 Telescoping rope 01U-0000-014-0 / 01U-0500-001-0 10 15-11-12 ® .POTAIN. 2002. Any reproduction for oommerdel purpose is forbidden. SPECIFIC SAFETY INSTRUCTIONS Oan►towoc Crane Care Running the ropes Hoist rope 01U-0000-014-0 / 01U-0500-001-0 11 15-11-12 .POTAM. 2002. Any reproduction for commercial purpose is forbidden. Oanitowoc Crane Care SPECIFIC SAFETY INSTRUCTIONS Trolley rope 117 t'E�•� y ® ,�� rte^ /'\I'' Retaining rope 2 5 (d 01U-0000-014-0 / 01U-0500-001-0 12 15-11-12 ® .POTAIN. 2002. Any reproduction fig commercial purpose is forbidden. SPECIFIC SAFETY INSTRUCTIONS Canitowoc Crane Care Telescoping rope fl j 01U-0000-014-0 / 01U-0500-001-0 13 15-11-12 ® .POTAIN. 2002. My reproduction for commerdel purpose is forbidden. Canitowoc Crane Care SPECIFIC SAFETY INSTRUCTIONS FITTING THE SPLIT PINS • In order to ensure their pin locking function correctly, this split pin type must be fitted by opening both split pin legs and not only the longest one (Detail B). • It is not compulsory to fold down the legs against the pin; It is sufficient to fold down each leg accor- ding to an angle a, depending on the split pin diameter (detail C and table below). This limited open- ing makes the split pin removal easier when dismantling the crane pins. • Nevertheless, it is necessary to check that the legs are not running the risk of abutting against obstacles, what may lead to their deformation, and even their deterioration in case of shaft rotation. • In order to avoid this disadvantage, it may be necessary to fold the legs completely (Detail D). Only use new split pins or split pins in good working order. A Split pin diameter Angle a 0 < 7 mm min. 45° 7 mm 0 11 mm min. 30° 0 > 11 mm min. 15° 01U-0000-014-0 / 01U-0400-001-0 14 15-11-12 ® .POTAIN. 2002. My reproduction far commercial purpose is forbidden. POWER AND CURRENT INTENSITIY anitowoc Crane Cane Type of winch ( 400 V - 50 Hz)Minimum Required nominal power (kVA) requirement for erecting Required nominal power (kVA) Minimum requirement for operating Nominal current intensity (A) Starting current Intensity (A) Without cab With cab 33LVF 15 19 -I. 31* 22 -2. 35 * 64 78 Type of winch (480 V - 60 Hz) Required nominal power (kVA) Minimum requirement for erecting Required nominal power (kVA) Minimum requirement for operating Nominal urrent Intensity (A) Starting current intensity (A) Without cab With cab 33LVF 15 19 -> 31 * 22 -0 35 * 53 65 Z In case of cranes equipped with a frequency converter the differential circuit breaker must be compatible with this equipment according to the rules in force of the operating place. * For the configuration of the power limitation, see screen 30 - Maintenance menu of the processing unit. PROCESSING UNIT / Maintenance menu bIB-O334 r REVIEWED FOR CODE COMPLIANCE . APPROVED NOV 292018 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 22 2018 PERMIT CENTER 70T-0000-025-2 / 70T-0100-010-2 3 21-02-13 O.POTAIN. 2002. My reproduction for commercial purpose is fiMdden. aniwoc Crane Care REACTIONS UNDER THE CHASSIS 1 REACTIONS UNDER THE CHASSIS 1 y In service, Out of service • ■ 45400daN 45600daN 102,064 # F = Maximum Toad with wind without dynamic coefficient 102,513 # EN14439 C25 - D25 EN14439 C50 - D50 FEM1.001-A3 12T-0000-024-0 f 12T-0100-024-0 2 10-12-09 o PO1 JN.200x. Any Aproducnon for commercial wpm b fortichim os r r F t- r N `"f. r ‘ r c r c; r V. f r pi `;r 0aintouurac Crane Care CERTIFICATE OF COMPLETION Manitowoc Crane Care authorizes that David Ells , 1 1 7 3 o ! a t has successfully completed Potain Schematics February 15-19, 2o16 :rw„, Z P ) ? nat sigure Dart JP Duffy Grove Manitowoc National Crane Potain -174-2,'S z;.r "3....K. z:•r -3....g "7:4-7.`..g z•.r .r 1.•r 4'.s 2.."..1-2....X 3.'3-3..X ...-.r 2. r 3.•s 1:3. z.'.& 1..1, REVIEWED FOR CODE COMPLIANCE APPROVED NOV 2 9 2018 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 22 2018 PERMIT CENTER Iseaed to: reseed: NCCCO CERTIFIED nigger Signalperson Certification #: 1410105802 Certification Designations: Rigger Level 3lgnalperson DAVID W. ELLS JR 1013112014 Expires: 10/3112019 r,,.,niont. iiC.C.CO Dow a Mn, Antitnion co* 41 utllr .4toapr rig✓., t a r..... ,�....�...��, �.: ..,� � . -- .. : -ter: 4,T TT T.t ST ?T ST T r ST ?T 1 P S.? ST ?.T S.T ST ?T ST ?T ST ST S.T ?T' 4 4 4 4 1 4 1 4 4 i 4 4 4 4► an®t®woc. Crane Care CERTIFICATE OF COMPLETION Manitowoc Crane Care authorizes that Frank Disch has successfully completed Potain French Schematics Signature Brian Spessard March 10-14, 2014 Date Grove Manitowoc National Crane Potain OA 64,11, a-.►YM..a aeeS... . e.a..a a ..fl rom Crane CARE CERTIFICATE OF COMPLETION Americas Training Manitowoc CraneCARE authorizes that Frank Disch has successfully completed Potain I GMA Maultnwnc Noyember 12-16, 2007 Date GROVE.r'"c, POTAIN fig CIO] L.,)/1( C CraneCARE Americas Training Manitowoc CraneCARE authorizes that Frank Disch W ?,T ?.T T:r T.T ?.T T.T ?..T ?.T ?.t -?.T I CERTIFICATE OF COMPLETION has successfully completed Potain Climb Sig . tore TEC NICAL INSTRUCTOR Manituwnr. May 19-23, 2008 Date GROVE.T NAPOTAIN 4k _/11.1/'' / ',!/I )c • 110 CERTIFICATE OF COMPLETION Crane CARE Americans Training Manitowoc CraneCARE authorizes that Frank Disch 1 has successfully completed Potain I -GME ,l , jj �-_ //Ad June 23-27, 2008 Iqn ure I Date TE LAICAL INSTRUCTOR ManrtOwuc GROVE. t' • E POTAIN 0 +S 2:x 3,x2.s2.rz:.r7:,rz:s" sz Szsz:sz.:=Z.taSis ,.t z:s.1.•sz.•s�.•.rayj 4,T TT T.t ST ?T ST T r ST ?T 1 P S.? ST ?.T S.T ST ?T ST ?T ST ST S.T ?T' 4 4 4 4 1 4 1 4 4 i 4 4 4 4► an®t®woc. Crane Care CERTIFICATE OF COMPLETION Manitowoc Crane Care authorizes that Frank Disch has successfully completed Potain French Schematics Signature Brian Spessard March 10-14, 2014 Date Grove Manitowoc National Crane Potain OA 64,11, a-.►YM..a aeeS... . e.a..a a ..fl rom Crane CARE CERTIFICATE OF COMPLETION Americas Training Manitowoc CraneCARE authorizes that Frank Disch has successfully completed Potain I GMA Maultnwnc Noyember 12-16, 2007 Date GROVE.r'"c, POTAIN fig CIO] L.,)/1( C CraneCARE Americas Training Manitowoc CraneCARE authorizes that Frank Disch W ?,T ?.T T:r T.T ?.T T.T ?..T ?.T ?.t -?.T I CERTIFICATE OF COMPLETION has successfully completed Potain Climb Sig . tore TEC NICAL INSTRUCTOR Manituwnr. May 19-23, 2008 Date GROVE.T NAPOTAIN 4k NCCCO CERTIFIED Riij jer Certification #: 14091041146 Certification Deelynations: Rigrr Level i itxsued to: FRANK W. DI8CH Issued: 09130/2014 Expires: 00t30!2019 l .. _ n.rdem. Kecmo r Ferticnfetlblyupow¢tyy'Svt_;r14i=:ye,Ms.rrc.unn. 9 Federal Aviation Administration « OE/AAA Notice of Proposed Construction or Alteration - Off Airport Add a new Case OH Airport - Desk Reference Guide V_2018.1 3 Add a New Case Off Airport for Wind Turbines - Met Towers - Desk Reference Guide V_2018. 1.3 Please select Current Marking/Lighting Sponsor (person, company, etc. proposing this action) Construction / Alteration Information • Notice Of: • Duration: Work Schedule - Start: Work Schedule - End: (Construction I lTemporary �) If Temporary : Months: 22 Days: • (mm/dd/yyyy) f/ (mm/dd/yyyy) 111/152018 1 111/152019 l * Sponsor: Intercity Contractors, Inc. v1 *For temporary cranes -Does the permanent structure require separate notice to the FAA? To find out, use the Notice Criteria Tool. If separate notice is required, please ensure 1t is filed. I/ it is not Bled, please state the reason in the Description of Proposal. State Filing: !Not filed with State �1 Structure Details _ * Latitude: • Longitude: • Horizontal Datum: • Site Elevation (SE): • Strecture Height (AGL): • Current Height (AGL): • For notice of alteration or existing provide the current AGL height of the existing structure. Include details In the Description of Proposal Minimum Operating Height (AGL): • For aeronautical study of a crane or construction equipment the maximum height should be listed above as the Structure Height (AGL). Additionally, provide the minimum operating height to avoid delays N impacts are identified that require negotiation to a reduced height. If the Structure Height and minimum operating height are the same enter the same value In both fields. • Requested Marking/Lighting: Other: Aircraft Detection Lighting System(ADLS): * Only check this box if you are proposing the Installation and use of an Aircraft Detection Lighting System • Current Marking/Lighting: Other : • Nearest City: * Nearest State: * Description of Location: On the Project Summary page upload any certified survey. • Description of Proposal: Additional Location(s) Add New Location(s) 1=1* 128 130.97 1,. 0 122 • 16 158.44 1" Q 1 NAD83 s, 1290 1122 1 (nearest foot) PASSED (nearest foot) F-1 (nearest foot) 1122 1 (nearest foot) 'None 0 Yes 1 Red lights (Tukwila 'Washington New Construction Site at 14200 Tukwila Intenational Blvd, Tukwila, MA 98188 Mobilize a crane for use during construction of new building. REVIEWED FOR CODE COMPLIANCE APPROVED NOV 2 9 2018 City of Tukwila BUILDING DIVISION Structure Summary • Structure Type: • Structure Name: NOTAM Number: FCC Number: Prior ASN: I Crane !Crane ( Proposed Frequency Bands - 1 1 -OE Validate Prior Select any combination of the applicable frequencies/powers identified in the Colo Void Clause Coalition, Antenna System Co -Location, Voluntary Best Practices, effective 21 Nov 2007, to be evaluated by the FM with your filing. If not within one of the frequency bands listed below, manually input your proposed frequencyfies) and power using the Add Specific Frequency link. Add Specific Frequency 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ❑ 0 0 0 0 0 0 0 0 Low Freq 6 6 10 10 17.7 17.7 21.2 21.2 614 614 698 806 806 824 851 869 896 901 929 930 931 932 935 940 1670 1710 1850 1850 1930 1990 2110 2305 2305 2345 2496 High Freq 7 7 11.7 11.7 19.7 19.7 23.6 23.6 698 698 806 901 824 849 866 894 901 902 932 931 932 932.5 940 941 1675 1755 1910 1990 1990 2025 2200 2360 2310 2360 2690 RECEIVED CITY OF TUKWILA 2 Freq Unit ERP ERP Unit GHz 55 dBW GHz d8W GHz dBW GHz dBW GHz dBW 011z d8W GHz dBW GHz dBW W MHz MHZ MHZ MHZ MHZ MHz MHZ MHZ MHZ MHz MHZ MHz MHZ MHz MHz MHz MHZ MHz MHz MHz 42 55 42 55 42 55 42 1000 2000 1� 500 500 500 S00 500 7 3500 3500 3500 17 1000 3500 500 500 1640 1640 MHz 1640 MHz 500 MHz MHz MHz MHz MHz 500 2000 2000 2000 500 W W W W w w w w W dBW Clone Prior ASN frequencies *Note: Selecting this link will only add frequencyfies)/power from the prior ASN listed in Structure Summary. Additional frequency (ies)/power must be manually added before submitting to the FAA H they are to be considered with your new filing. W PERMIT CENTER 119.-0 3 34 • Federal Aviation Administration Project Submission Success Project Name: INTER -000492121-18 Project INTER -000492121-18 has been submitted successfully to the FAA. Your filing is assigned Aeronautical Study Number (ASN): 2018-ANM-5712-OE Please refer to the assigned ASN on all future inquiries regarding this filing. Please return to the system at a later date for status updates. It is the responsibility of each e -filer to exercise due diligence to determine if coordination of the proposed construction or alteration is necessary with their state aviation department. Please use the link below to contact your state aviation department to determine their requirements: State Aviation Contacts « OE/AAA To ensure e-mail notifications are delivered to your inbox please add noreply©faa.gov to your address book. Notifications sent from this address are system generated FAA e-mails and replies to this address will NOT be read or forwarded for review. Each system generated e-mail will contain specific FAA contact information in the text of the message. 1 40; '11;1 ° & � . r 35 wav c13,04.10-13/6,3OM •a 139 0113 �.tt.. :, . znVeiwossriteitaxeraa awn., Marti a.. a a� ARCHITECTURAL SRE PUN CSI 4 1 i '1111 _ IMAM. t 3911.1 .� .,,. ve oNIa1:na - aoYT un y uM)4nb i i j ti 91 '!' . . I1JIIIi 1I!ii:I� n 6�@ill �Ea €te€ € a e&e 111 t€ �$3e 11;!R 11 q 5 s • .' C 1IN85� a- A as -z- se "8 tsc $�.g S ;_ 5lio p 1 a 3 quqi 4 Ea e Li Iii 'ate a sF 3p 's F=`{q� 3= g a A g 3` ' �` P 1 9 tl��gY �: C 0 � `• �o ��' g k C P31 1a'e , gni` °��a as 9 �x� € . 'lig¢ill : Ili 1- : 1j};11 5'Ipsga1111j:Qappe 1 -. ` '�.+-� 11 ER - -'V ----i, .. I �y t, a ! ' ��/ / 1 _+�, . V .'.. }F ' •' • t 11 1 , { D teiii,r ./ rFoig � E ' .:0 war, / f ` ,a, :._,t# *4,, .,_ r .•.•. •'AV: J 1 r 41"11:-/ tlL�/i > i % '.•. • ....... summit swarm s , . k 1 �' � y'---- r e '.} /t„ Y t -pjr .� r .•�mr�sgse ri~�l .,,' .•'.•�,�;,•''•:\• h 1`-sP 3� //J./ _ I fa% /• J1,r� Y6 � "r.. 11 ! rr� yin f. ,�C} ,- •, > 's I rl :vo x;0...3 Int g> igi . 4 44V 4- •., ;r' :.� rit wry f ' 4 stn..*' � j d • 11 , it L11 � J• w it l l n4 _ rm . Ill Ulf 22 a,.4 a s 1!' r �I 14, (` �/r ii • s/ ice 7 Qo , o; d, �/ o iifd]I �( 2L /f ,.'�fi ~ �i .�� z-�.� ,- I r '1 I.0 1 .tit I ICJ e i•, � 'i �,ilk?. a ^9_ ; o r r 4.t r 1 ,/ yy ^�`• • y r .i '' `141C yq i"! N k fiilAa I i r' . N jjyy ita ;� ; I ^ . ri 1� 1 s _ < /' c� �- Iii —fig•'� fv i j 'Y ®`t z� , n v 0r -i - �� r it c c �f• V/ E / i t d �: a • _ k \ r«Welt MOM, w.eW,re,oitaa..oVAm•I.Nn tac.rewuar.a.u.m.aw••Au..ma a....a.1 The requirements for Ming with the Federal Aviation Administration for proposed structures vary based on a number of factors: height, proximity to an airport, location, and frequencies emitted from the structure, etc. For more details, please reference CFR Title 14 Part 77.9. You must file with the FM at least 45 days prior to construction it . your structure will exceed 2011ft above ground level • your structure will be in proximity to an airport and will exceed the slope ratio • your structure involves construction of a traverseway (Le. highway, railroad, waterway etc...) and once adjusted upward with the appropriate vertical distance would exceed a standard ^ 77.9(a) or (b) * your structure will emit frequencies, and does not meet the conditions of the FAA Co -location Policy : your structure will be in an instrument approach area and might exceed part 77 Subpart C • your proposed structure will be in proximity to a navigation facility and may impact the assurance of navigation signal reception ▪ your structure will be on an airport or heliport * firing has been requested by the FM if you require additional information regarding the filing requirements for your structure, please identify and contact the appropriate FAA representative using the Air Traffic Areas of Responsibility map for Off Airport construction, or contact the FM Airports Region / District Office for On Airport construction. The tool below vrill assist in applying Part T7 Notice Criteria. Latitude: Longitude: Horizontal Datum: Site Elevation (SE): Structure Height : Traversewray Is structure on airport: 47 122 Beg Beg NAD83 290 122 28 16 M (nearest root) (nearest foot) No Traverseway v 30.97 56.44 S s N w (Additional height is added to certain structures under 77.9((c)) User can increase the default height adjustment for Traverseb. ay, Private Roadway and Waterway ® No O Yes submit Results You exceed the following Notice Criteria: Your proposed structure exceeds an instrument approach area by 291 feet and aeronautical study is needed to determine if it will exceed a standard of subpart C of 14CFR Part 77. The FAA, in accordance with 77.9, requests that you file. Your proposed structure is in proximity to a navigation facility and may impact the assurance of navigation signal reception. The FM, in accordance with 77.9, requests that you file. 77.9(b) by 239 R. The nearest airport is BFI, and the nearest runway is 14R/32L. The FAA requests that you file iprolect Mann INTER -000492121-18 Structure Crane Draft City, State Tukwila. WA Sponsor Inter -City Contractors, Inc. tat/term 47s 28' 309? 8 122. 16' 58.44" W Map ( View Map to verify To oubtoot this prgiect jrorl muof vivify me coordiu. Structure Name: Crane Latitude: 47' 28' 30.9? N 122' 16' 58.44' W EarRngt Park ;M P8 By verifying the coordinates represented on the map, you agree that the location of the ose you have entered is corral to the hest of your knowledge. Federal Aviation Administration OE/AAA Portal Page My Account r Name: User Name: Login Time: IP Address: Greg Herring GregHering 10/16/2018 06:55:09 PM 66.171.227.32 Actions: What's New OE/AAA System User Guide V 2018.1.3 OE/AAA LAP Efiler User Guide V 2018.1.0 Update Account Information Change Password Logout Email Notifications: Circularized Case Notification Subsaiption Preferences Documents: FAA Acronyms Help: OE/AAA Support Desk ! Phone: 202-580-7500 Email: oeaaa_helpdesk@cghteth.com Off Airport Construction (includes on Military Airport) My Cases (Off Airport) I Add New Case (Off Airport) Add Multiple Cases (Off Airport) Add Supplemental Notice (7460-2 Form) My Sponsors I Add New Sponsor Off Airport Contacts My Circ Comments My Cases by Status: Draft Waiting Accepted Add Letter Work in Progress Interim Determined Circularized Temtinated All 0 0 0 0 0 7 Extension Request p Temporary Structure Notification 2 10 Draft: Cases that have been saved by the user but have not been submitted to the FAA. Waiting: Wind Turbine/Met Tower (wIWT Farm) cases that have not been submitted to the FAA and are waiting for an action from the user, either to -verify the map or attach specific documents Accepted: Cases that have been submitted to the FAA. Add Letter: Cases that have been reviewed by the FAA and require additional information from the user. Work in Progress: Cases that are being evaluated by the FAA. Interim: Cases that have been reviewed by the FAA and require resolution from the user. Determined: Cases that have a completed aeronautical study and an FAA determination. Terminated: Cases that are no longer valid. Please allow the FAA a minimum of 45 days to complete a study. Click here to contact the appropriate representative. « OE/AAA ! i On Airport Construction (excludes on Military Airport) i Please file all Modification of Standards requests at https:llairports-gis.faa.gov Please file all Wind Turbine/Met Tower (w!WT Farm) as Off Airport My Cases (On Airport) I Add New Case (On Airport) My Sponsors I Add New Sponsor Create New Landing Area Proposal (LAP) I My Landing Area Proposals (LAPs) On Airport Contacts Manage Airport Operations Staff My Cases by Status: Draft 0 Waiting 0 Accepted 0 Add Letter 0 Work In Progress 0 Determined 0 Terminated 0 All 0 Draft: Cases that have been saved by the user but have not been submitted to the FAA. Waking: Cases that have not been submitted to the FAA and are waiting for an action from the user, either to verify the map or attach a I document. Accepted: Cases that have been submitted to the FAA. Add Letter: Cases that have been reviewed by the FAA and require additional information from the user. Work in Progress: Cases that are being evaluated by the FAA. Determined: Cases that have completed a aeronautical study and an FAA determination. = Terminated: Cases that are no longer valid. NOTE: Please use this section for filing on -airport constructions electronically. Site Specific Accident Prevention Plan Inter -City Contractors, Inc. Pacific Northern Construction Company, Inc. 6J Project site: Tukwila Village Building A 14200 Tukwila International Blvd Tukwila, WA 98188 REVIEWED FOR CODE COMPLIANCE APPROVED NOV 2 9 2018 City of Tukwila BUILDING DIVISION C711 OL1u J:tVeird OCT 22 2018 DIC3- 0 336 TABLE OF CONTENTS Subject Page Company Safety Policy Letter 3 Safety Program Outline 4 First Aid Procedures in Construction 4 Temperature Extremes (Heat Stress/Cold Stress) 5 Safety meetings and self -inspections 6 Safety Disciplinary Policy 6 General Safety Work Practices for Construction 7 Personal Protective Equipment 7 Housekeeping 7 Fall Protection 8 Electrical 8 Ladder safety 8,9,10 Scaffold Safety Rules 11 Motorized Vehicles and Equipment 12 Crane and Rigging 13-36 Appendix: Job Safety Hazard Analysis Worksheet 37 Fall Protection Work Plan 38 Weekly Walk -around safety inspection 39 MSDS Construction Hoist Operation Crane Operator Certs u COMPANY POLICY LETTER SAFETY AND HEALTH POLICY FOR ICC/PNCC The purpose of this policy is to develop a high standard of safety throughout all operations of We believe that each employee has the right to derive personal satisfaction from his/her job and the prevention of occupational injury or illness is of such consequence to this belief that it will be given top priority at all times. It is our intention here at ICC/PNCC to initiate and maintain complete accident prevention and safety training programs. Each individual from top management to the working person is responsible for the safety and health of those persons in their charge and coworkers around them. By accepting mutual responsibility to operate safely, we will al contribute to the well being of personnel. 3 ICC/PNCC Safety Contact List Inter -City Contractors, Inc. Mike Harmon: 206-459-1101, mikeh@intercitycontractors.com Chris Deusen: 253-275-8107, chrisd@intercitycontractors.com Pacific Northern Construction Company, Inc. Jeff Cole: 206-730-3124, jeffc@housing4seniors.com 4 Safety Program Outline ICC/PNCC Element 1- Safety Orientation: Each employee will be given a safety orientation by ICC/PNCC I when first hired. The orientation will cover the following items: A description of the accident prevention program: • We have a formal written accident prevention program as described in WISHA regulations (WAC 296-155-110). It consists of this safety orientation, safety meetings as described in Element 2, and Self -inspections as outlined in Element 3. • We also have basic safety rules that all employees must follow. They are: • Never do anything that is unsafe in order to get the job done. If a job is unsafe, report ft to your supervisor or foreman. We will find a safer way to do that job. • Do not remove or disable any safety device! Keep guards in place at all times on operating machinery. • Never operate a piece of equipment unless you have been trained and are authorized. • Use your personal protective equipment whenever it is required. • Obey all safety wanting signs. • Working under the influence of alcohol or illegal drugs or using them at work is prohibited. • Do not bring firearms or explosives onto company property. • Horseplay, running and fighting are prohibited • Clean up spills immediately. Replace all tools and supplies after use. Do not allow scraps to accumulate where they will become a hazard. Good housekeeping helps prevent accidents. How and when to report injuries, including first aid kits and their locations: • If you are injured or become ill on the job, report this to Dean Seaburq. • We require all supervisors and/or foremen to have first-aid/CPR training. 1 • We have first aid qualified workers here but we do not have °designated" first -aiders. First aid at the job site is done on a Good Samaritan basis. • If first aid trained personnel are involved in a situation involving blood, they should: • Avoid skin contact with blood/other potentially infectious materials by letting the victim help as much as possible, and by using gloves provided in the first aid kit. • Remove clothing, etc. with blood on it after rendering help. • Wash thoroughly with soap and water to remove blood. A 10% chlorine bleach solution is good for disinfecting areas contaminated with blood (spills, etc.). • Report such first aid incidents within the shift to supervisors (time, date, blood presence, exposure, names of others helping). • First aid kit locations at this jobsite include: • Company Truck • Jobsite Trailer 5 Temperature Extremes Workers subjected to temperature extremes, radiant heat, humidity, or air velocity combinations which, over a period of time, may produce physical illness. Protection by use of adequate controls, methods or procedures, or use of protective clothing will be provided to employees working in these conditions. Excessive exposure to heat is referred to as heat stress and excessive exposure to cold is referred to as cold stress. Heat related illness (HRI) and cold -induced illnesses (Hypothermia/frostbite) are well known, recognized workplace hazards. All work operations involving exposure to temperature extremes, either humidity/heat extremes or cold extremes have the potential for inducing heat stress and heat related illnesses or cold stress resulting in frostbite or hypothermia, therefore, Seaburn Construction has developed a policy to address these issues. All employees will receive training relating to the causes and effects, as well as the personal and environmental factors that may lead to temperature extreme related illnesses. Each employee will be provided with training and materials that include but are not limited to: • The chosen method or methods to assess the risk for HRI or cold stress. • A section covering training elements to provide employees information on what the employer will do when working in extreme weather conditions. • A section on first aid including how to identify HRI symptoms and cold stress systems. The proper first aid application for an individual that is suffering from HRI or cold weather illness, and procedures for summoning medical aid personnel. • A section identifying where and how adequate drinking water will be supplied. What to do in an emergency including how to exit the workplace: • An evacuation map for the building is posted. It shows the location of exits, fire extinguishers, first aid kits, and where to assemble outside. Fire Emergency • A fire extinguisher or fire extinguishers will be covered as part of this orientation. • If you discover a fire: Tell another person immediately. Call or have them call 911 and a supervisor. • If the fire is small (such as a wastebasket fire) and there is minimal smoke, and you have training, you may try to put it out with a fire extinguisher if trained in its use. • If the fire grows or there is thick smoke, do not continue to fight the fire. • Tell other employees in the area to evacuate. • Go to the designated assembly point outside the building. Add other emergency procedures Identification of hazardous chemicals used at this location: • Safe use and emergency actions to take following an accidental exposure. • We use a limited number of chemicals. You will receive a separate orientation as part of our chemical hazard communication program on the hazards of these chemicals before you work with them or work in an area where they are used. 6 Use and care of required personal protective equipment (PPE): 4 o Some tasks in our company require an employee to wear PPE to protect against injury. o You will be instructed by ICC/PNCC and using the manufacturers instructions on how to use and care for these PPE. On-the-job training about what you need to know to perform the job safely: • Before you are first assigned a task ICC/PNCC will show you what to do along with safety instructions and required PPE. o We have established safety rules and personal protective equipment (PPE) requirements based upon a hazard assessment for each task. o Do not use equipment or attempt to do any of these tasks until you have received the required training and PPE. 7 Safety Meetings and Self -Inspections • Element 2 - Employee Safety Meetings • At the beginning of each job and at least weekly thereafter. • Review of any walk -around safety inspections conducted since the last safety meeting. • Review of any citation to assist in correction of hazards. • Evaluation of any accident investigations conducted since the last meetings to determine if the cause of the unsafe acts or unsafe conditions involved were properly identified and corrected. • Document attendance and other subjects discussed. • Maintain records for one year. • Element 3 — Self -inspections • At the beginning of each job, and at least weekly thereafter. • Include one member of management and one employee, elected by the employees, as their authorized representative. • Document walk -around safety inspection. • Maintain records until the completion of the job. Safety Disciplinary Policy Seaburn Construction believes that a safety and health Accident Prevention Program is unenforceable without some type of disciplinary policy. Our company believes that in order to maintain a safe and healthful workplace, the employees must be cognizant and aware of all company, State, and Federal safety and health regulations as they apply to the specific job duties required. The following disciplinary policy is in effect and will be appliied to all safety and health violations. The following steps will be followed unless the seriousness of the violation would dictate going directly to Step 2 or Step 3. 1. A first time violation will be discussed orally between company supervision and the employee. This will be done as soon as possible. 2. A second time offense will be followed up in written form and a copy of this written documentation will be entered into the employee's personnel folder. Time off without pay (3 day minimum). 3. A third time violation will result in termination. If an employee of this company knowingly and willingly violates any of the safety rules or procedures, or puts his/her self in an imminent danger situation, the employee will be immediately discharged. 8 General Safe Work Practices for Construction Personal Protective Equipment • Suitable clothing must be worn including Hi -Vis; long pants, at least short -sleeved shirts and adequate foot wear. • Hard hats, safety glasses or goggles must be used when a potential hazard exists. (Safety glasses must be ANSI Z87 or Z87.1 approved). • Hearing protection (earplugs or earmuffs) must be used in high noise (85db+) areas. • Gloves (as needed). Housekeeping • Always store materials in a safe manner. Tie down or support materials if necessary to prevent falling, rolling, or shifting. • Shavings, dust scraps, oil or grease should not be allowed to accumulate. Good housekeeping is a part of the job. • Trash piles must be removed as soon as possible. Trash is a safety and fire hazard. • Immediately remove all loose materials from stairs, walkways, ramps, platforms, etc. • Do not block aisles, traffic lanes, fire exits, gangways, or stairs. Other general safe work practices • Avoid shortcuts — use ramps, stairs, walkways, ladders, etc. • Do not remove, deface or destroy any warning, danger sign, or barricade, or interfere with any form of accident prevention device or practice provided for your use or that is being used by other workers. • Get help with heavy or bulky materials to avoid injury to yourself or damage to material. • Do not use tools with split, broken, or loose handles, or burred or mushroomed heads. Keep cutting tools sharp and carry all tools in a container. • Know the correct use of hand and power tools. Use the right tool for the job. 9 Fall protection • Fall hazards of 4 feet or more will be outlined and addressed in our jobsite fall protection work plan. • Fall hazards of less than 4 feet will be protected by covers, guardrails or other methods and will be addressed in our self -inspections and safety meetings. • Standard guardrails must be erected around all floor openings and open -sided surfaces. Contact your supervisor for the correct specifications. Electrical • Ground -fault circuit interrupters (GFCI) will be used when ever possible. • Electric cords will be inspected daily and repaired or replaced as necessary. • Do not operate any power tool or equipment unless you are trained in its operation. • Use tools only for their designed purpose. Ladder safety • Inspect before use for physical defects. • Ladders are not to be painted except for numbering purposes. • Do not use ladders for skids, braces, workbenches, or any purpose other than climbing. • When you are ascending or descending a ladder, do not carry objects that will prevent you from grasping the ladder with both hands. Use ropes to raise or lower small objects. • Always face the ladder when ascending and descending. • If you must place a ladder over a doorway, barricade the door to prevent its use and post a warning sign. • Only one person is allowed on a ladder at a time. • Do not jump from a ladder when descending. • All joints between steps, rungs, and side rails must be tight. • Safety feet must be in good working order and in place. • Rungs must be free of grease and/or oil. 10 Stepladders • Do not place tools or materials on the steps or platform of a stepladder • Do not use the top two steps of a stepladder as a step or stand. • Always level all four feet and lock spreaders in place. • Do not use a stepladder as a straight ladder. Straight type or extension ladders • All straight or extension ladders must extend at least three feet beyond the supporting object when used as an access to an elevated work area. • After raising the extension portion of a two or more stage ladder to the desired height, check to ensure that the safety dogs or latches are engaged. • All extension or straight ladders must be secured or tied off at the top. Ladder with a single support attachment for a pole. Ladder ties to the siupport it the top • All ladders must be equipped with safety (non-skid) feet. 11 Rubber Safety Feet Spikes Ladders with supports on the bottom Cleats Nailed to the Floor • Portable ladders must be used at such a pitch that the horizontal distance from the top support to the foot of the ladder is about one-quarter of the working length of the ladder. For other rules and regulations regarding Portable Ladders, please refer to Safety Standard, WAC 296-876. For other rules and regulations regarding Fixed Ladders & Stairways, please refer to Part J of the Safety Standard WA C 296-155. 12 Scaffold Safety Rules 1. General Before starting work on a scaffold, inspect it for the following: a. Are guardrails, toeboards, and planking in place and secure? b. Are locking pins at each joint in place? c. Are all wheels on moveable scaffolds locked? 2. Do not attempt to gain access to a scaffold by climbing on it (unless it is specifically designed for climbing — always use a ladder. 3. Scaffolds and their components must be capable of supporting four times the maximum intended load. 4. Any scaffold, including accessories such as braces, brackets, trusses, screw legs, ladders, etc., damaged or weakened in any way, must be immediately repaired or replaced. 5. Scaffold planks must extend over their end supports not less than 6 inches or more than 12 inches, unless otherwise specifically required. 6. Scaffold platforms must be at least 18 inches wide unless otherwise specifically required or exempted. 7. Where persons are required to work or pass under the scaffold, scaffolds shall be provided with a screen between the toeboard and guardrail, extending along the entire opening. The screen must be made of No. 18 gauge U.S. Standard wire, '/ inch mesh or equivalent protection. 8. All scaffolds must be erected level and plumb, and on a solid footing. 9. Do not change or remove scaffold members unless authorized. 10. Do not allow workers to ride on a rolling scaffold when it is being moved. Remove or secure all materials and tools on deck before moving. 11. Do not alter any scaffold member by welding, burning, cutting, drilling, or bending. For other rules and regulations regarding scaffolding, please refer to Part J of the Construction Safety Standard, WAC 296-155. 13 u Motorized vehicles and equipment 1. Do not ride on motorized vehicles or equipment unless a proper seat is provided for each rider. 2. Always be seated when riding authorized vehicles (unless they are designed for standing). 3. Do not operate any motorized vehicle or equipment unless you are specifically authorized to do so by your supervisor. 4. Always use your seat belts in the correct manner. 5. Obey all speed limits and other traffic regulations. 6. Always be aware of pedestrians and give them the right-of-way. 7. Always inspect your vehicle or equipment before and after daily use. 8. Never mount or dismount any vehicles or equipment while they are still in motion. 9. Do not dismount any vehicle without first shutting down the engine, setting the parking brake and securing the Toad. 10. Do not allow other persons to ride the hook or block, dump box, forks, bucket or shovel of any equipment. 11. Each operator must be knowledgeable of all hand signals and obey them. 12. Each operator is responsible for the stability and security of his/her load. 14 0 Crane and Rigging Safety RESPONSIBILITES: DUTIES OF ASSIGNED PERSONNEL • Crane Owner: has custodial control of the crane by virtue of lease or ownership • Crane User: arranges the crane's presence on a worksite and controls its use there • Site Supervisor: exercises supervisory control over the work site on which a crane is being used and over the work that is being performed on that site • Lift Director: directly oversees the work being performed by a crane and the associated rigging crew • Crane Operator: directly controls the crane's function ASSEMBLY/DISASSEMBLY: Crane assembly or disassembly must be controlled by an Assembly/Disassembly (A/D) Director Must comply with: — Manufacturer procedures, OR — Employer procedures, which must be developed by a qualified person. - A/D supervisor can be one person; however, if it is then he/she must meet the requirements of BOTH qualified & competent person. It can also be a competent person working along with a qualified person. — The A/D must not only understand the procedures but a clear requirement is there that he / she must have reviewed them prior to starting assembly. — The A/D is also responsible for ensuring that workers are briefed on their tasks and anticipated hazards prior to work starting. — If outriggers are used, there is a requirement that be either fully deployed or set up according to a load chart, no more operator opinion. Employer Procedures: — Developed by a qualified person AND designed to: • Prevent unintended dangerous movement to prevent collapse • Provide adequate support and stability during A/D process • Minimize employee exposure to unintended movement or collapse Preassembly inspection: Prior to assembling crane components or attachments, the A/D director must visually inspect the components and attachments to ensure: • Sound physical condition • Meet manufacturer's recommendations • Functional per manufacturer's recommendations 15 U — Documentation of this inspection must remain at the job site while the crane/derrick is in use. Assembly/Disassembly procedures must address: • Ways to prevent unintended dangerous movement or collapse of any part of the equipment; • Adequate support and stability of all parts of the equipment; and • Positioning employees involved in the assembly/disassembly operation that will minimize their exposure to unintended movement or collapse of the equipment. The A/D director must follow any manufacturer prohibitions that apply to the assembly/disassembly operation. Crane assembly or disassembly must be controlled by an Assembly/Disassembly Director. ■ An assembly/disassembly director is an individual who meets the criteria for both a competent person and a qualified person, or by a competent person who is assisted by one or more qualified persons. • The A/D director must know & understand the applicable assembly/disassembly procedures. The A/D director must ensure that the crew members understand all of the following: — Their tasks — The hazards associated with their tasks — The hazardous positions & locations that they need to avoid Assembly/Disassembly Director must cover 12 Key Hazards with their crew: 1. Adequate site and ground conditions 2. Sufficient blocking for load and stability 3. Suitable boom and jib pick points 4. Identify center of gravity 5. Stability for pin removal 6. Consider wind speed and weather 7. The suitability of blocking material 8. Verification of the loads for assist cranes 9. Snagging of cables or components 10. Struck by counterweights 11. Boom hoist brake failure 12. Loss of backwards stability 16 Lift Director The lift director's duties would include the following: (a) Being present at the job site and overseeing the lifting operations; (b) Stopping crane operations if alerted to an unsafe condition affecting those operations; (c) Ensuring that the preparation of the area needed to support crane operations has been completed before crane operations commence; (d) Ensuring necessary traffic controls are in place to restrict unauthorized access to the crane's work area; (e) Ensuring that personnel involved in crane operations understand their assigned duties, and the associated hazards; (f) Addressing safety concerns raised by the operator or other personnel and deciding if it is necessary to overrule those concerns and directs crane operations to continue. In all cases, the manufacturer's criteria for safe operation and the requirements of this chapter and any other applicable safety and health standards must be adhered to; (g) Assigning qualified signal person(s) and conveying that information to the crane operator; (h) Ensuring that signal persons assigned meet the qualification requirements located in WAC 296-155-53302; (i) Allowing crane operation near electric power lines only when the requirements of WAC 296-155-53408 and any additional requirements determined by the site supervisor have been met; (j) Ensuring precautions are implemented when hazards associated with special lifting operations are present. Such operations include, but are not limited to, the following: (i) Multiple crane lifts; (ii) Multiple load line lifts; (iii) Lifting personnel; (iv) Pick and carry operations; (v) Mobile/articulating cranes operating on barges. (k) Ensuring that the applicable requirements of WAC 296-155-547 through 296-155- 55405 are met when lifting personnel; (I) Informing the crane operator of the weight of loads to be lifted, as well as the lifting, moving, and placing locations for these loads; (m) Obtaining the crane operator's verification that this weight does not exceed the crane's rated capacity; (n) Ensuring that a crane's load rigging is performed by a qualified rigger as defined in WAC 296-155-53306; (o) Ensuring that the load is properly rigged and balanced before it is lifted more than a few inches. Critical Lift Checklist included. 17 Critical Lift Checklist Contractor Intercity Contractors Jobsite Tukwila Village Phase II Crane Potain MDT 268 Date Crane Operator Rigger/Signalperson Lift Director Go — No Go Checklist Crane inspection Rigging Inspection Ground Conditions Winds Power Line Clearance Power lines De -energize? Operating area 20' clear of 50kv? Zoning system or spotter? (circle one) Known Voltage kv Minimum Clearance ft Actual Clearance ft Load Known weight of load Rating of Crane % of chart Parts of line Weight of Rigging Accessories If test pick is made for weight, it must be off flat ground. Not off of a truck or other uneven surface. Rigging Used Sling type Sling Rating in Hitch used D/d ratio for steel Softners req? Angle of sling below 60 degrees Hardware rating above slings? Weakest link percentage of capacity Number of legs Multiple Crane Lift Radio communication Loading < 90% of chart Hoisting Path Clear All traffic (human or auto) clear of fall zone Center of Gravity known Load Balanced If not, is the rigging and the crane rated for the imbalance If the Toad will be lifted out of balance, is the rigging positively attached Personnel Lift Platform designed according to ASME B30.23 Five Minute Test pick with weight Winds below 15 miles per hour Wind speed Total Load < 50% of chart Percentage of chart Use of platform is the only feasible way to do the job Inspect the platform and the rigging Outside of Power line encroachment chart 18 Certifications • All crane operators must have current nationally recognized certifications for the crane they will operate as well as documented training hours for that crane type. • All rigging will be performed by a person holding a current rigging certification that complies with WAC 296-155-53306. • All Signaling will be performed by persons holding a current Signalperson Certification in accordance with WAC 296-155-53302 • Each crane that will be operated must be currently certified for operation in the State of Washington. If the paperwork is not present establishing the current certification, all operations shall cease until one can be provided. If any of these requirements are not met, contact Dean Seaburg immediately so we can properly address the matter. Operations shall not commence without these certifications in place. Pre -Shift Inspections • Each crane requires a pre -shift inspection. Please note that this is for each shift and not limited to once each day. This means the operators need to climb the tower crane from the base prior to each shift. • A functional and movement limit test shall be conducted prior to the hoisting of loads. • The crane shall be tested for normal operation prior to the hoisting of loads. • All accessible load bearing structures must be visually reviewed prior to being placed into service. • Machinery on the cranes need to be reviewed for leaks and obvious deficiencies that may lead to unsafe hoisting including looking at the brakes if they are accessible without removing panels or covers. • Routine maintenance should also be conducted prior to a shift to keep the crane in compliance with the manufacturer requirements. It is the operator's responsibility to maintain the equipment in accordance with the manual provided with the crane. If anything prevents this from occurring, please contact Dean Seaburg immediately. • When operating Mobile Cranes be sure to check the ground conditions and utilize outrigger pads, matting, or plates to spread the load whenever practicable. Pay particular attention to the ground after rain and storm events. • Each crane shall have a daily log maintained by the assigned Seaburg crane operator. • All cranes must have manuals present. If the manual is missing, one must be delivered to the site without delay and operations cannot commence until one is provided. r , Stowing the Crane �J • Cranes must be stowed out of service in the manner prescribed by the manufacturer. 19 • If a storm is impending, the potential severity must be considered and measures taken. Some tower cranes require the boom to be left freely weather-vaning and others need to be secured in winds over 90 miles per hour. Operations • All employees must be prepared to work and free of substances that could interfere with sound judgment. • All employees should be free of any injury that would prevent them from safely doing their normal daily job. If you find yourself injured, either on the job or off the job, please report it immediately to Dean Seaburg for your own safety and for the safety of those around you. You will not be in danger of losing your job should you be injured and report it ahead of time. We want you healthy and safe for your benefit as well as ours. • At no time shall the crane ever be overloaded during normal operations. The only time a crane can be overloaded is under the direction of a Washington State Accredited Crane Certifier for the purposes of certifying a crane. You shall refuse to overload the crane at any other time even from a Lift Director. • When the operator is not also the rigger, they shall respond to signals only from an Accredited Signalperson whom has also been appointed for the lift that is being performed with the exception of a stop signal. A stop signal given by anyone shall be obeyed until the appointed signal person states otherwise. Power Line Safety ■ If the crane, load, or rigging could get closer than 20/50 feet to an energized power line there are new safety requirements which apply. • If the crane, load, or rigging cannot get closer than 20/50 feet to the power line, even if the crane is operated at its maximum working radius, the 20/50 -foot requirement is satisfied. • Minimum approach distance: Up to 350kv 20 Feet Over 350KV 50 Feet 20 1 Voltage (nominal, kV) Table 4—Minimum Clearance Distances Minimum clearance distance (feet) up to 50 10 over 50 to 200 15 over 200 to 345 20 over 345 to 500 25 over 500 to 750 35 over 750 to 45 1,000 over 1,000 (as established by the utility owner/operator or registered professional engineer who is a qualified person with respect to electrical power transmission and distribution). Identify the Work Zone ■ Define the work zone by demarcating boundaries such as flags, or a device such as a range limit device or a range control warning device and prohibiting the operator from operating past those boundaries. If the crane or load COULD get closer than 20/50 feet of Power Lines in the Work Zone Crane operations near power lines, use one of THREE Options - Option 1- Deenergize & Ground Power lines - Option 2 - Maintain 20/50 foot clearance - Option 3 - Obtain power line voltage from Utility Owner/Operator and ensure the crane or rigging does not get closer than the distances listed in Table 4 Contact with electrical lines is the number one safety hazard as encountered for crane operations. Given that knowledge, we have to treat it very carefully and with the seriousness that it is a matter of life and limb. Above is the chart showing the minimum approach distances to power. The numbers shown must be verified by the power company before they can be considered accurate. They are also the minimum distances allowed. In order to utilize this chart, we must first put methods into 21 place to allow us this encroachment. The approved methods are as follows. At least one of these must by utilized. • De -energize the line. Then verify this with the line owner. • Erect high visibility warning lines to demark the limit of the safe approach distance. • Use a motion limiting device such as Acorel MC602 or the built in one(Liebherr ABB system) on many modern crane LMI's • Get a second set of radios and have a dedicated spotter whom must also be a qualified signalperson present at all times in a position, with a visual aide, (such as a line on the ground) to stop the crane operations. This can be the only task assigned to them and the radio channel must be dedicated to them. • And/or a insulating Link for the non-conductive tag lines and between the hook and the rigging to prevent electrocution. If none of these conditions cannot be met, we must maintain a 20 clearance of all power lines up to 350kV. For tower cranes, in the event of power line contact, you should attempt to clear the crane of the hazard. If the crane will not clear itself, you should remain in place. The crane is grounded often in three ways. The footing, a grounding rod, and through the switch gear are these methods. In most cases this amount of grounding will keep you safe. Disembarking the crane could expose you to energized ground or even a arc while in the process of stepping off the crane. Wait for the power company to de -energize the line and announce that we are safe. In all cranes, a power line strike will at the very minimum require load line replacement. If an arc ever happens without other damage to the crane or person. Do not simply go back to work. That crane will need to be re -certified and the contractor is required to report the incident to Labor and Industries to ensure that the crane is properly recertified. When operating Mobile cranes, in the event of a power line strike, you should also try to clear the crane from the contact if at all possible. If the crane will not clear, you should temporarily stay put until it is clearly unsafe to remain in place. If the crane is grounded it is possible that it is safer to stay in place. However, you should pay close attention to fire potential. If a fire starts, get to the furthest edge of the crane that you can safely jump down from. When you jump, land with both feet and stay upright if possible. The ground may be energized so you will want to shuffle your feet without breaking contact with the ground until you are 20 feet away from the crane. 22 t Personnel Hoisting The Hoisting of Personnel is a last option. It is not something that should ever be done because it's convenient. If there is another method to get the work done, that's the option that should be utilized. But if we get to point where we are going to hoist personnel, our first requirement is to see if the manual for the crane prohibits doing so. Some cranes do not allow for the practice at all. Once we have established that this is the only way to do the work and the crane manufacturer accepts the practice, we can move on to fulfilling the following items. • Personnel Lift Design • Personnel Lifting Hoisting Equipment (Platform must be designed to ASME B30.23 standards) • Crane Derrick Requirements • Inspections (Platform and Cranes) • Lift proof Load Tests (Only 50% of the crane's chart can be utilized) • Trial Lift (must be to the areas where personnel will be hoisted to) • Crane Operation Requirements • Employer's Responsibilities • Personnel Lift Supervisor's Responsibilities (Lift Director since this is a critical lift) • Lifting Personnel • Fill out the Critical Lift Checklist. • Winds cannot be over 20 mph including occasional gusts. Multiple Lift Rigging Multiple Lift Rigging occurs when more than one load is placed on the hook. If done for Ironwork, it must be done in accordance with the rules written for it. • All pieces must be structural steel (ie; no decking) • Each item must have its own sling running up to the master link • Each item must be separated by 7 feet to accommodate clearing the connector • Each item must have a tag line. When it comes to the rest of construction, the practice is far less regulated. Multiple Lift Rigging is legal as a practice, but there are some places where as an industry we violate other related rules when we do it. As long as we do not violate these other rules, the practice can be done safely. • You cannot stand under a load. Rig the small loads up high and before you go to unhook the rigging, have the operator clear the load from being overhead. This may include hoisting down and swinging away for example. • Do not allow the rigging to rub on sharp edges that could cut it. • Do not overload the crane. Structural Lifters Often in the field we have boxes, pallets and other items sent to us and we are requested to hoist them while they contain the load. WAC 296-155-56200 prohibits that activity. Specifically we should be using lifters designed under ASME B30.20 that have a 3:1 safety factor such as , Peri Bins, Camlevers, etc. This is not likely to be the case often so there is another direction we could take as a reasonable solution. If a contractor is asking us to hoist a bin, it must be engineered. They need a drawing with the rating of the box provided by the engineer. Then one needs to have been load tested to 125% of 23 C u its capacity in a choke or via a positive attachment like a pick point as a proof load test. As long as the rest of the structural lifters are made in the same manner with no deviations, then we can accept them as rated. Each one will need the manufacturer, a serial number and the load rating included. Just to be clear, we do not fly pallets with slings. We need a structural lifter. Either a pallet fork or the person wanting the Toad lifted can put it into a bin/ Structural Lifter. Basketing Loads As a practice, we do not basket loads at Seaburg Construction. The reliance upon friction and gravity to hold a load in place is irresponsible. If the load inadvertently lands or touches another item during the hoisting process, control of the load can be lost. If a load is light, slick or it's particularly cold with frost a load can be lost without warning. The only time basseting a load is acceptable is when positive control of the load can be maintained. le: The rigging is ran through a boom section between lacings where there is no physical way for the rigging to fall out without being unhooked. Operating in Winds All cranes have a wind rating that must be adhered to. Some cranes also have a wind load chart that regulates the size of the load to be lifted and the surface that will be exposed to the wind. These charts must be looked for in the manual and adhered to strictly. It's important to recognize that these limits are the ones imposed by the machine. There are cases where operators become uncomfortable with their ability to control a crane or a load at much lower thresholds. Common sense and listening to your gut instincts about a lift being unsafe should be heeded at every opportunity. As the crane operator, you are the only person with the direct knowledge about how a crane or given load is going to perform in the air. We look to you and will stand behind you if you are uncomfortable. You have final say and our full backing. Lightning When electrical storms are in the vicinity and visible strikes are occurring within roughly 3 miles, all crane operations shall cease until a minimum of 15 minutes have passed with no visible strikes in the area. If you are in a tower crane, you should stay put. The crane is grounded and strikes should pass through the crane without injury to the operator. When it happens you may hear the electrical switch gear react and buzz. It is safer to be in the crane using it as a Faraday cage than it is to be exposed to anything outside of the cab. If you are operating a mobile crane you shall stow the boom if possible and get away from the crane and seek shelter to avoid being struck by lightning. Mobile cranes on outriggers are often not grounded and it is not safe to remain in place. 24 { SIGNAL PERSON & RIGGING WAC 296-155-53302 Signal Person Qualifications (1) The signal person must meet the qualification requirements (subsection 3 of this section), prior to giving any signals to a crane/derrick operator. This requirement must be met by using either Option 1 or Option 2. (a) Option 1— Third party qualified evaluator. The signal person has documentation from a third - party qualified evaluator showing that the signal person meets the qualification requirements listed in subsection (3) of this section. (b) Option 2 — Employer's qualified evaluator. The employer has its qualified evaluator assess the individual and determine that the individual meets the qualification requirements listed in subsection (3) of this section and provides documentation of that determination. As assessment by an employer's qualified evaluator, under this option, is not portable...meaning other employers are not permitted to use this qualification to meet the requirements of this section. (c) The employer must make the documentation, for whichever option is used, available at the site while the signal person is employed by the employer. The documentation must specify each type of signaling (e.g., hand signals, radio signals, etc.) for which the signal person meets the requirements of subsection (3) of this section. (2) If subsequent actions by the signal person indicate that the individual may not meet the qualification requirements listed in subsection (3) of this section, the employer must not allow the individual to continue working as a signal person until retraining is provided and a reassessment is made in accordance with subsection (1) of this section that confirms that the individual meets the qualification requirements. (3) QUALIFICATION REQUIREMENTS Each signal person must: (a) Know and understand the type of signals used. For example, if hand signals are used, the signal person must know and understand the standard method for hand signals. (b) Be competent in the application of the type of signals used. (c) Have a basic understanding of crane/derrick operation and limitations, including the crane dynamics involved in swinging and stopping loads and boom deflection from hoisting loads. (d) Know and understand the relevant requirements of WAC 296-155-53406 (see below) and this section. (e) Demonstrate that they meet the requirements in (a) through (d) of this subsection through an oral or written test and through a practical test. All tests must be documented. (4) QUALIFICATION PERIOD A signal person qualification cannot exceed a five-year period; this qualification must be renewed every five years to ensure signal persons maintain qualified status. At a minimum, this renewal must include a documented written or oral or practical exam. 25 WAC 296-155-53406 SIGNALS (1) A qualified signal person that meets the requirements in WAC 296-155-53302 must be provided in each of the following situations: (a) The point of operation, meaning the load travel or the area near or at load placement, is not in full view of the crane/derrick operator. (b) When the crane is traveling, the view in the direction of travel is obstructed. (c) Due to site specific safety concerns, either the crane/derrick operator or the person handling the load determines that it is necessary. (2) Types of signals. Signals to crane/derrick operators must be by hand, voice, audible or other means at least as effective. (3) Hand Signals. (a) When using hand signals, the standard method as established in the applicable ASME B30 standards must be used. Where use of the standard method for hand signals is infeasible, or where an operation or use of an attachment is not covered in this standard method, nonstandard hand signals may be used in accordance with (b) of this subsection. (b) Nonstandard Hand Signals. When using nonstandard hand signals, the signal person, operator and lift director must contact each other prior to the operation and agree on the nonstandard hand signals that will be used. (4) Signals other than hand, voice or audible signals may be used where the employer demonstrates that the signals provided are at least equally effective communications as voice, audible or standard method hand signals. (5) Use and suitability. (a) Prior to beginning operations, the operator, signal person and lift director, must contact each other and agree on the voice signals that will be used. Once the voice signals are agreed upon, these employees need not meet again to discuss voice signals unless another employee is added or substituted, there is confusion about the voice signals or a voice signal is to be changed. (b) Each voice signal must contain the following three elements, given in the following order: a. FUNCTION (such as hoist, boom, etc) b. DIRECTION, DISTANCE and/or SPEED c. FUNCTION STOP (c) The operator, signal person and lift director, must be able to effectively communicate in the language used. (d) The signals used (hand, voice, audible or other effective means) and means of transmitting the signals to the operator (such as direct line of sight, video, radio, etc) must be appropriate for the site conditions. (e) Signals must be discernible or audible at all times. The crane operator must not respond unless the signals are clearly understood. 26 (6) During operations requiring signals, the ability to transmit signals between the operator and signal person must be maintained. If that ability is interrupted at any time, the operator must safely stop operations requiring signals until it is reestablished and a proper signal is given and understood. (7) If the operator becomes aware of a safety problem and needs to communicate with the signal person, the operator must safely stop operations. Operations must not resume until the operator and signal person agree that the problem has been resolved. (8) Only one person gives signals to a crane/derrick at a time, except in circumstances covered by (9) of this section. (9) Anyone who becomes aware of a safety problem must alert the operator or signal person by giving the stop or emergency stop signal. The operator must obey and stop (or emergency stop) signal, irrespective of who gives it. (10) All directions give to the operator by the signal person must be given from the operator's direction perspective. (11) Communication with multiple cranes/derricks. Where signal person(s) is in communication with more than one crane/derrick, a system for identifying the crane/derrick for which each signal is intended must be used, as follows: (a) For each signal, prior to giving the function/direction, the signal person must identify the crane/derrick for which the signal is intended; or (b) An equally effective method of identifying which crane/derrick the signal is intended for must be used. (12) Hand Signal Chart. Hand Signal Charts must be either posted on the crane/derrick or conspicuously posted in the vicinity of the hoisting operations. (13) Radio, telephone or other electronic transmission of signals. (a) The device(s) used to transmit signals must be tested on site before beginning operations to ensure that the signal transmission is effective, clear and reliable. (b) Signal transmission must be through a dedicated channel except: a. Multiple cranes/derricks and one or more signal persons may share a dedicated channel for the purpose of coordinating operations. b. Where a crane is being operated on or adjacent to railroad tracks and the actions of the crane operator need to be coordinated with the movement of other equipment or trains on the same or adjacent tracks. c. The operator's reception of signals must be made by a hands-free system. 27 WAC 296-155-53306 Rigger Qualifications (1) The rigger must meet the qualification requirements (subsection (3) of this section), prior to performing hoisting activities for assembly and disassembly work (WAC 296-155-53402 (19) (a) ). A qualified rigger is required whenever workers are within the fall zone and hooking, unhooking, or guiding a load, or doing the initial connection of a load to a component or structure (WAC 296-155-53400 (43) (c) ). This requirement must be met by using either Option (1) or Option (2). Option (1) — Third -party qualified evaluator. The rigger has documentation from a third -party qualified evaluator showing that the rigger meets the qualification requirements listed in subsection (3) of this section. Option (2) — Employer's qualified evaluator. The employer has its qualified evaluator assess the individual and determine that the individual meets the qualification requirements listed in subsection (3) of this section and provides documentation of that determination. As assessment by an employer's qualified evaluator, under this option, is not portable...meaning other employers are not permitted to use this qualification to meet the requirements of this section. The employer must make the documentation, for whichever option is used, available at the site while the rigger is employed by the employer. The documentation must specify each type of rigging for which the rigger meets the requirements of subsection (3) of this section. If subsequent actions by the rigger indicate that the individual may not meet the qualification requirements listed in subsection (3) of this section, the employer must not allow the individual to continue working as a rigger until retraining is provided and a reassessment is made, in accordance with subsection (1) of this section that confirms that the individual meets the qualification requirements. (2) QUALIFICATION REQUIREMENTS (a) Know and understand the requirements located is ASME B30. 7-2006, Base -Mounted Drum Hoists, B30.9-2020, Slings, B30.10-2009, Hooks, B30.16-2007, Overhead Hoists (Underhung), B30.20-2010, Below -the -hook Lifting Devices, B30.21-2005, Manually Lever Operated Hoists and B30.26-2004, Rigging Hardware, as applicable. (b) Know and understand the type of sling and hitch used. For example, if synthetic web slings are used, the rigger must know and understand the removal criteria for this type of sling and how to properly use the sling. (c) Be competent in the application of the type of hitches used. (d) Have a basic understanding of slings, rigging hardware and below -the -hook lifting devices (as applicable); their limitations, rigging practices, associated hazards and inspection requirements. (e) Know and understand load weight estimation, center of gravity, effect of angles on rigging components, load turning, knots/tag lines, chain hoist/come-a-long usage, winch and block usage and basic hand signals, as applicable. 28 �1 J (f) Know and understand the relevant requirements of WAC 296-155-556 through 296-155-56220 and this section. (g) Demonstrate that they meet the requirements in (a) through (e) of this subsection through a written test and through a practical test. All tests must be documented. (3) QUALIFICATION PERIOD A rigger qualification cannot exceed a five-year period. This qualification must be renewed every five years to ensure riggers maintain qualified status. At a minimum, this renewal must include a documented written exam. Rigging Hardware Inspection/Removal Criteria For all hardware, inspect for the following: (1) Missing or illegible identification. (2) Indications of heat damage, including weld spatter or arc strikes. (3) Excessive pitting or corrosion. (4) Load bearing components that are: ✓ Bent ✓ Twisted 1 Distorted ✓ Stretched ✓ Elongated ✓ Cracked ✓ Broken (5) Excessive nicks or gouges. (6) 10% reduction of the original or catalog dimension at any point. (7) Excessive thread damage or wear, where applicable. (8) Evidence of unauthorized welding or modification. (9) Any other conditions that cause doubt as to the safety of continued use. On shackles, also inspect for incomplete pin engagement. On swivels and swivel hoist rings, check for lack of ability to freely rotate or pivot. On compression hardware, also check for: ✓ Unauthorized replacement components; ✓ Insufficient number of wire rope clips; ✓ Improperly tightened wire rope clips; ✓ Damaged wire rope; ✓ Indications of wire rope slippage; ✓ Improper assembly. On swivels, check for loose or missing nuts, bolts, cotter pins, snap rings, or other fasteners and retaining devices. On blocks check for: ✓ Loose or missing nuts, bolts, cotter pins, snap rings, or other fasteners and retaining devices; ✓ Misalignment or wobble in sheaves; ✓ Excessive sheave groove corrugation or wear. 29 Any alteration or modification of rigging hardware must be in accordance with the hardware manufacturer or a qualified person and proof load tested to one hundred twenty-five percent. This test must be documented and available upon request. Welding of rigging hardware is prohibited unless authorized by the manufacturer or an RPE. Replacement parts must meet or exceed the original rigging hardware manufacturer's specifications. Workers must keep all parts of their body from between the load and any rigging during the lift. WIRE ROPE SLINGS Angle of Choke Angle of Choke, deg. Rated Capacity, % Over 120 100 90 - 120 87 60 - 89 74 30-59 62 0 - 29 49 Note: Percent of sling rated capacity in a choker hitch. 30 f z rope. Use of Wire Rope Slings or Clips If you are using: Single leg slings used with multiple -leg slings. Hand tucked slings are used in a single leg vertical lift. Slings made with wire rope clips. U -bolt wire rope clips. Then: Make sure the rating shown is not exceeded in any leg of the multiple -leg sling. Do not allow the sling or oad to rotate. Must not be used as a choker hitch. Use only U -bolt wire rope clips that are made of drop -forged steel. Apply the U -bolt so the "U" section is in contact with the "dead end" of the INSTALLATION AND LOADING Proper Installation Requires: Correct number of clips for wire rope size Correct spacing of clips Correct turnback length Correct torque on nuts Correct orientation of saddle on live end. 1 CLIP BASE WIDTH (2) t ACK (3) Live End Dead End 1 CLIP BASE WIDTH (2) Dead End Wire Rope Sling Inspection and Removal Criteria 31 Live End Inspect Wire Rope Slings for the following conditions: ✓ Missing or illegible sling identification. ✓ Severe localized abrasion or scraping. ✓ Kinking, crushing, birdcaging, or any other condition resulting in damage to the rope structure. ✓ Evidence of heat damage.. ✓ Severe corrosion of the rope, end attachments, or fittings. ✓ End attachments that are cracked, deformed, or worn to the extent that the strength of the sling is substantially ✓ affected. Broken wires: ✓ For strand -laid and single -part slings, ten randomly distributed broken wires in one rope lay, or five broken ✓ wires in one strand in one rope lay; ✓ For cable -laid slings, twenty broken wires per lay; 1 For six -part braided slings, twenty broken wires per braid; ✓ For eight -part braided slings, forty broken wires per braid. Hooks that have any of the following conditions: ✓ Any visibly apparent bend or twist from the plane of the unbent hook; ✓ Any distortion causing an increase in throat opening five percent, not to exceed one-quarter inch, or as ✓ recommended by the manufacturer; ✓ Wear exceeding ten percent, of the original section dimension of the hook or its load pin, or as recommended by ✓ the manufacturer; ✓ Self-locking mechanism that does not lock. Other visible damage that raises doubt about the safety of the sling. Synthetic Rope Slings. Verify all slings have legible identification information attached to the sling which includes the following information: (a) Name or trademark of the manufacturer; (b) Manufacturer's code or stock number; (c) Type of fiber material; (d) Rated loads for the types of hitches used, and the angle that the load is based on; (e) Number of legs, if more than one; (f) Repairing agency, if the sling has ever been repaired. Synthetic Rope Sling Inspection and Removal Criteria 32 Inspect synthetic rope slings for the following conditions: ✓ Missing or illegible sling identification; ✓ Cuts, gouges, or areas of extensive fiber breakage along the length; ✓ Abraded areas on the rope; ✓ Damage that is estimated to have reduced the effective diameter of the rope by more than ten percent; 1 Uniform fiber breakage along the major part of the length of the rope in the sling such that the entire rope appears covered with fuzz or whiskers; ✓ Inside the rope, fiber breakage, fused or melted fiber (observed by prying or twisting toopen the strands) ✓ involving damage estimated at ten percent of the fiber in any strand or the rope as a whole; ✓ Discoloration, brittle fibers, and hard or stiff areas that may indicate chemical, ultraviolet or heat damage; ✓ Dirt and grit in the interior of the rope structure that is deemed excessive; ✓ Foreign matter that has permeated the rope, making it difficult to handle and attracting and holding grit; ✓ Kinks or distortion in the rope structure, particularly if caused by forcibly pulling on loops (known as hockles); ✓ Melted, hard, or charred areas that affect more than ten percent of the diameter of the rope or affect several adjacent strands along the length that affect more than ten percent of strand diameters; 1 Poor condition of thimbles or other components manifested by corrosion, cracks, distortion, sharp edges, or localized wear; Hooks that have any of the following conditions: 1 Any visibly apparent bend or twist from the plane of the unbent hook; ✓ Any distortion causing an increase in throat opening five percent, not to exceed one-quarter inch, or as recommended by the manufacturer; 1 Wear exceeding ten percent, of the original section dimension of the hook or its load pin, or as recommended by the manufacturer; ✓ Self-locking mechanism that does not lock. Other visible damage that raises doubt about the safety of the sling. Synthetic Webbing Slings Make sure all slings have legible identification information permanently attached to the sling which includes the following information: (a) Name or trademark of the manufacturer; (b) Manufacturer's code or stock number; (c) Rated loads for the types of hitches used, and the angle that the load is based on; (d) Type of synthetic web material; (e) Number of legs, if more than one; (f) Repairing agency, if the sling is ever repaired. 33 Synthetic Webbing Slings Inspection and Removal Criteria Inspect Synthetic Webbing Slings for the following conditions: ✓ Missing or illegible sling identification; ✓ Acid or caustic burns; ✓ Melting or charring on any part of the sling; ✓ Holes, tears, cuts or snags; ✓ Broken or wom stitching in load bearing splices; ✓ Excessive abrasive wear; ✓ Knots in any part of the sling; ✓ Discoloration, brittle fibers, and hard or stiff areas that may indicate chemical or ultraviolet/sunlight damage; ✓ Fittings that are pitted, corroded, cracked, bent, twisted, gouged or broken; Hooks that have any of the following conditions: ✓ Any visibly apparent bend or twist from the plane of the unbent hook; ✓ Any distortion causing an increase in throat opening five percent, not to exceed one-quarter inch, or as ✓ recommended by the manufacturer; ✓ Wear exceeding ten percent, of the original section dimension of the hook or its load pin, or as recommended ✓ by the manufacturer; ✓ Self-locking mechanism that does not lock. Other visible damage that causes doubt about the safety of continued use of the sling. For more information on Synthetic Roundslings, Metal Meshslings and Rigging Hardware Inspection Requirements and Removal Criteria, visit Labor & Industries website, www.lni.wa.gov. Signal Person AND Rigger Qualifications As of February 1St, 2012 Qualification Requirements: Verbal or written test AND practical test Documentation from qualified evaluator must be on site • A Third Party Qualified Evaluator • An Employer Qualified Evaluator Employer qualification is not portable 34 Mobile Crane Hand Signal Chart 35 .. a N .74 i� 1'i A A yi r. c >A A. .. �` eW AY ""t 1.\ 0 4 / ttio - .6011 J Hoist Ler With arm extended Use Whip Line •� '0 With forearm vertical, downward, forefinger (Auxiliary Hoist) Raise Boom forefinger pointing up, pointing down, move Use Main Hoist Tap elbow with one Arm extended, fingers move hand in small hand in small horizontal 'ap fist on head; then use hand; then use regular closed, thumb pointing horizontal circles. circles. regular signals signals. upward. . Allk 11 14 - 6 �! if!. �� ‘ I. . �. l& ,, SIS Move Slowly Use one hand to give Raise the Boom Lower the Boom .AN motion signal and place other hand motionless Lower the Load With arm extended, & Raise the Load With arm extended, Lower Boom in front of hand giving thumb pointing up, flex thumb pointing down, Swing Arm extended fingers the motion signal. (Hoist Fingers in and out as long flex fingers in and out Arm extended, point closed, thumb pointing slowly shown as as load movement is as long as load with finger in direction downward. example.) desired. movement is desired. of swing of boom. 35 /94 r 1 11 7( - Stop Arm extended, down, move back forth horizontally. H • .. , palm and .�� Emergency Both arms palms down, back horizontally. A Stop extended, move and forth arms Arm hand raised, motion Dog Clasp 0 ' Everything hands in front of body. Use body, motion indicating fi. rm re Travel (Both Tracks) both fists in front of making a circular about each other, direction of travel, forward or backward. Travel extended forward, open and slightly make pushing in direction of travel. Travel Lock indicated Travel direction rotated , Nsi.A v. (One Track) the track on side by raised fist. opposite track in of other fist, vertically in front of body. Both body to r '� ��' Extend Boom fists in front of with thumbs pointing outward. Both pointing It Mr/ II.Va*,,A Alg4 Retract Boom fists in front of body with thumbs towards each other. let AL — 'ilir Extend Boom (One Hand Signal) One fist in front of chest with thumb tapping chest. 01131. * ve4p_f Vil V'' A 1 Boom (One Hand Signal) One fist in front of chest, thumb pointing outward and with heal of fist tapping chest. 36 u JOB SAFETY ANALYSIS WORKSHEET TITLE OF JOB OPERATION: Date: Title of person who does job: Employee observed: Location: 4550 144th St Tukwila WA Analysis made by: Sequence of basic job steps Potential accidents or hazards Recommended safe job procedures Personal protective equipment required for this position: Other hazards that may develop and will be addressed in our safety meetings: 37 Other hazards that may develop and will be addressed in our safety meetings: 37 C� U FALL PROTECTION WORK PLAN COMPANY: Seaburq Construction DATE: SITE ADDRESS: 4550 144th St Tukwila, WA REPORT PREPARED BY: Gaytor Rasmussen 1) SPECIFIC WORK AREA: Tower Crane 2) ACTIVITIES: Inspection and operation of tower crane 3) IDENTIFY ALL FALL HAZARDS IN THIS AREA: Climbing ladders, climbing lacings of mast to inspect welds, exiting tower to inspect welds and stewing gear outside of tumtable, Walking iib of crane. 4) CHECK THE METHOD OF FALL RESTRAINT OR ARREST TO BE UTILIZED: X STANDARD GUARDRAIL X FULL BODY HARNESS X TRAUMA STRAPS X SECURED TO EXISTING STRUCTURE X TIE -OFF POINT CAPABLE OF 5000 LB/PERSON_ BOOM LIFT X SHOCK ABSORBING LANYARD _ RETRACTABLE LANYARD_ FORKLIFT BASKET _ SCAFFOLD W/GUARDRAIL X OTHER (SPECIFY) Positioning strap _ WARNING LINE _ WARNING LINE & SAFETY MONITOR (See WAC 296-155-24521) 5) DESCRIBE PROCEDURES FOR ASSEMBLY, MAINTENANCE, INSPECTION AND DIASSEMPLY OF THE SYSTEM (IF ADDITIONAL SPACE IS REQUIRED, COMPLETE ON THE BACK OR THIS FORM OR ATTACH A SEPARATE SHEET.) Harness and lanyard, are consistently kept as one unit. They are inspected prior to each use visually for damage, wear, deformation, corrosion and any other damage that may warrant removal from service 6) DESCRIBE PROCEDURES FOR HANDLING AND SECURING TOOLS, EQUIPMENT AND MATERIALS AND FOR PROVIDING OVERHEAD PROTECTION FOR WORKERS (IF ADDITIONAL SPACE IS REQUIRED, COMPLETE ON THE BACK OF THIS FORM OR SEPARATE SHEET): No tools of significant weight are carried when exposed to a fall. 7) I CERTIFY THAT I HAVE RECEIVED FALL PROTECTION ORIENTATION INCLUDING THE MATERIAL COVERED IN THIS FALL PROTECTION WORK PLAN. EMPLOYEE NAME: DATE: 38 C 0 Weekly Walk -around Safety Inspection x Power lines: Minimum 10' clearance / insulate — de -energize, under 50 kw; over 50 kw — refer to ❑ Chapter WAC 296-155 x Trench/excavation: Any trench four feet or must be sloped, shored or braced o Guardrails: Any opening four feet or more above ground level must be guarded x Standard guardrail: Top rail = 39" to 45" above working surface. Midrail = halfway between top rail and floor. Toeboard = 4". o Scaffold: Fully planked o Scaffold: Fall protection provided if fall hazards over 4 feet exist ❑ Stairs: Four or more risers must have handrails x Fall protection: Any exposure to fall hazards of 10' or greater must be eliminated by the use of safety harness/belt, lanyard or lifeline, horizontal lines, or cantenary lines. Positive fall restraint/protection must be utilized at all times. Two lanyards may be necessary at the beam/upright traverse points. No exposure at any time is allowed. x Fall protection work plan: Job specific, in writing; available on-site for all fall hazards above 10'. ❑ Open belts and pulleys, chains and sprockets, points of operation must be guarded to prevent accidental contact. Air compressors and electric motor pulleys are the most common hazards. ❑ Radial saws: Cutting head must return easily to start position when released; blade must not extend past the edge of the worktable; off/on switch should be at front of operator's position. ❑ Table saws: Upper hood guard; anti -kickback, push stick, belt and pulley guarded ❑ Circular saws: Blade guard instantly returns to covering position o Never wedge or pin a guard. o Ladders: Extended 36" above landing and secured to prevent displacement ❑ Floor holes/openings: Covered and secured; be sure no tripping hazards in the area. ❑ Extension cords/electric power tools: Marked/covered by Assured Grounding Program x Clothing: Minimum of short sleeve shirts, long pants, and substantial footwear; no recreational shoes X Hard hats: readily accessible at all times; wom when overhead hazard exists ❑ Oxygen/acetylene storage areas: Cylinders chained and separated x Personal protective equipment: Head, eye, ear, respiratory, and leg protection — high visibility vests when required ❑ Housekeeping: Workers are responsible for their own area of exposure x First aid/fire extinguishers: Available and readily accessible Other hazards observed: Supervisor's signature Date Employee's signature Date 39 1' • u Operations of Construction Hoist Operating a Construction Hoist comes with some distinct challenges to safety. Some are obvious and some are well hidden. Care must be taken in all moves when operating a construction hoist. This section seeks to lay out some of the hidden dangers and give guidance on some of the rules surrounding Construction Hoist operations. The language used is more direct in this section than we often use. It is due to the quiet dangers involved with Construction Hoists and the seriousness we need to exercise to remain safe. It is easy to safely conduct our business as long as we consistently follow these rules. Interlock Testing When you are operating the hoist, you are responsible for ensuring the safety of everyone both inside and outside of the car. In order to accomplish this, one needs to be diligent in checking the safety devices for their operation as a first step. On the car, the doors are equipped with interlock safety devices that should prevent the car from operating if the doors are ajar. These should be tested on a regular basis as well as the physical locking devices. If any door is able to be opened far enough to allow even a hand through them, operations should cease until a licensed elevator mechanic as corrected the condition and has given approval to restart operations. The hoistway is the path the car travels through. At the bottom of the hoistway there will be a landing with steel panels and one way doors that prevent people and materials from being able to enter. These doors also have interlocks that must be tested on a regular basis. Each landing on the building being constructed also has a door that has an interlocked switch that will prevent the cars from moving should the doors be opened. These should all be tested regularly and serviced by a licensed elevator mechanic only should they be found to fail the test. Construction of the Hoistway In order to keep the car, its occupants, and the people near it safe, there are strict construction requirements that guide hoistway safety. The lower landing on the building side is to have the entire hoistway covered so that materials like rebar and 2x4's cannot be accidentally placed into the hoistway which could cause injury or death. If there is a platform built up, the protection on the platform sides needs to extend up 8' above the landing to keep persons and materials out of the hoistway. In addition, the platform needs to be covered with overhead protection equal to 2" equivalent wood planking in accordance with ANSI A10.4 (5.6.3). If handrails are required, they should be in place as well. If removable handrails are utilized, either the area should be made safe from falls by the presence of a truck or the like, or fall arrest should be implemented for Seaburg employees that approach within 6' of the open fall zone. The floor landings of the structure must have protection in place that prevents people from entering the hoistway. The protection must extend a minimum of 8' up, or cover the entire vertical face. Protection to the sides must extend 30" past the sides of the car. If doors are provided, they must only be able to be opened from the car side only and not have any large openings. Additionally, the spacing between the car and the doors at each landing cannot exceed 8 inches. This is to prevent the possibility of a person standing there. 40 u The spacing between the car and the floor landings are to be between .5" and 2.5". Drop plates may only be used from the car if they have a device preventing the vertical car door from closing while they are in place. Otherwise they have the possibility of striking the building if neglected. If scaffolding, ladders, or other means allows a person to get near the hoistway, protections similar to the landings must be provided. Car Inspection The Hoist inspection that is allowed is minimal but critical. The doors should be checked for smooth operation. If the doors are not operating smoothly, you should see if there is an obvious cause. One common problem could be that the counterweight rope has jumped off the sheave. If the repair of this item necessitates entering the hoistway or exposing the Seaburg employee to a fall by leaning out the handrail, we will not perform the repair work. It's important to note that we are not elevator mechanics and Washington State Law prohibits us from working on these machines. We can only report problems. However, this does not preclude us from our responsibility in performing inspections prior to each shift which should include inspecting these counterweighted ropes for fraying and alignment. Our operators should run the car the length of the hoistway to test the up motion limits and the down motion limits as well as to be sure the car is running safely. Care should be given to documenting any unusual noises and bumps. If a new one develops that is uncharacteristic, a qualified person (ie licensed elevator mechanic) should determine the cause and safety of the car. We are not allowed to operate the car from the top of the elevator without a licensed elevator mechanic present. At no time should the operator be on top of the car doing anything more than a visual inspection. During this inspection, all body parts are to remain within the handrails. If anything, anything is a concern that cannot be seen or determined from that vantage, a licensed elevator mechanic must be the one to determine the condition. At no time will a Seaburg employee enter into the hoistway pit below an elevator car. Regular Operation Considerations The car is rated for load and occupancy. These ratings will need to be adhered to strictly. All checklists will be maintained and kept up to date. Wind loads on elevators have posted limits. Often they are 44 miles per hour or 72 kilometers per hour. You will need to know the correct number for your hoist and cease operations when we know that these limits have been exceeded. Check with the tower crane operator if possible for a wind speed reading. The reaction forces on the buildings are engineered to these limits. Exceeding those ratings is dangerous. If someone is working in the hoistway and we are not in full visual contact with said person, we will not operate the car at anyone's direction. This is a matter of life and limb and no safety measures or practices will constitute an acceptable risk. We need full visual and audible contact with them. If you are pressured to do otherwise, refuse and contact Dean Seaburg or Gaytor Rasmussen immediately. During normal operations the operator may be required to assist in loading and unloading materials. The operator will need to consider pinch points and toppling hazards during these operations and keep themselves clear of these hazards. If at any time you feel uncomfortable with the safety of what is happening, you have the right to refuse to assist. We will endeavor to help, but take no undue risks with our health. 41 f If you are assisting people with the moving materials, be sure to use proper lifting techniques with your knees instead of your back. • No materials in the car can be longer than the car is diagonally. This means that you cannot open the upper hatch and have materials extending out of the car. Should they get into the path of the floor they could cause injury, damage to the car or become falling objects. The practice of sticking items through the hatch is forbidden and another means must be found to get the materials up to the required floor. No fuel heaters are allowed to be operated in the cars of the elevators. This poses an obvious fire hazard. Dress appropriately for the time of year and the current weather. At no time shall the Seaburg employee pass off the responsibility to operate the car to another person. All maintenance shall be performed by a licensed elevator mechanic. Seaburg employees are not permitted to so much as grease the rack of the elevator as a matter of law. For more information WAC -296-96 series is comprehensive in addressing who is an elevator mechanic. We are allowed to report problems and fill out the log as our legal limitation. We can assist by operating the car from the roof only at the direction of a licensed elevator mechanic and never at our own volition. And end on the roof of the car, never reach outside of the handrail, look over the handrail, or have loose clothing present that could snag on any structure. If you have more questions about Construction Hoist design or rules, please contact Gaytor Rasmussen, Phone #425.210.1520. He has the ANSI A10.4 code book and extensive experience with Construction hoists. I have read these instructions and understand them. Operator Signature Date 42 2/9/2021 City of Tukwila Department of Community Development GREG HERRING PO BOX 82405 KENMORE, WA 98028 RE: Permit No. D18-0336 TUKWILA VILLAGE BUILDING A - TOWER CRANE 14200 TUKWILA INTERNATIONAL BLVD Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 3/7/2021. Based on the above, you are hereby advised to: 1) Login to the City of Tukwila's Online Portal https://tukw-egov.aspgov.com/BP/index.html to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 3/7/2021, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Laurie Werle Permit Technician File No: D18-0336 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 3/5/2020 City of Tukwila Department of Community Development GREG HERRING PO BOX 82405 KENMORE, WA 98028 RE: Permit No. D18-0336 TUKWILA VILLAGE BUILDING A - TOWER CRANE 14200 TUKWILA INTERNATIONAL BLVD Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 4/5/2020. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 4/5/2020, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File No: D18-0336 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 10/1/2019 0 City of Tukwila Department of Community Development GREG HERRING PO BOX 82405 KENMORE, WA 98028 RE: Permit No. D18-0336 TUKWILA VILLAGE BUILDING A - TOWER CRANE 14200 TUKWILA INTERNATIONAL BLVD Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 11/6/2019. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or fmal inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 11/6/2019, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File No: D18-0336 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 5/2/2019 City of Tukwila Department of Community Development GREG HERRING PO BOX 82405 KENMORE, WA 98028 RE: Permit No. D18-0336 TUKWILA VILLAGE BUILDING A - TOWER CRANE 14200 TUKWILA INTERNATIONAL BLVD Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 6/1/2019. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 6/1/2019, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sinerely, c)i,y , GU1, S Kandace Nichols Permit Technician File No: D18-0336 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Reid iddleton November 15, 2018 File No. 262018.005/01001 Mr. Jerry Hight, Building Official City of Tukwila, Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Subject: Building Permit Plan Review — Final Submittal Tukwila Village Building A — Tower Crane Foundation (D18-0336) Dear Mr. Hight: CIVIL ENGINEERING STRUCTURAL ENGINEERING PLANNING SURVEYING RECEIVED NOV 20 2018 COMMUNITY DEVEL.ONME-NT We reviewed the proposed project for compliance with the structural provisions of the 2015 International Building Code (IBC) as amended and adopted by the state of Washington and the City of Tukwila. Our review was limited to the geotechnical recommendations as the crane is a self- supporting piece of equipment and thus was not reviewed. We have no comments. Drawings No structural drawings were submitted. Special Inspections, Submittals, and Tests Special inspections and tests should be performed by qualified special inspectors as recommended by the crane manufacturer. Reports, certificates, and other documents related to structural special inspections and tests should be submitted to the City of Tukwila. Geotechnical special inspections: Special inspections by the geotechnical engineer should be provided as recommended in the geotechnical report by Associated Earth Sciences, Inc., dated March 18, 2013, and supplementary letter, dated October 19, 2018. Corrections and comments made during the review process do not relieve the permit applicant or the designers from compliance with code requirements, conditions of approval, and permit requirements; nor are the designers relieved of responsibility for a EVERETT 728 134th Street SW Suite 200 Everett, WA 98204 425 741-3800 www.reidmiddleton.com p Mr. Jerry Hight, Building Official City of Tukwila, Department of Community Development November 15, 2018 File No. 262018.005/01001 Page 2 complete design in accordance with the laws of the state of Washington. This review is for general compliance with the International Building Code and the International Existing Building Code as they relate to the project. If you have any questions or need additional clarification, please contact us. Sincerely, Reid Middleton, Inc. Sabina S. Surana, P.E. Project Engineer Corbin M. Hammer, P.E., S.E. Principal Engineer cc: Coast Philippides, Barhausen Consulting Engineers (by e-mail) Greg Allwine, Johnson Braund (by e-mail) Greg Herring, Inter -City Contractors, Inc. (by email) Jerry Hight, City of Tukwila (by e-mail) Bill Rambo, City of Tukwila (by e-mail) Rachelle Ripley, City of Tukwila (by e-mail) Al Johannessen, City of Tukwila (by e-mail) Kevin Ellis, City of Tukwila (by e-mail) ehw\O:\Plan Review\Tukwila\18\TK18 010R01.docx\sss Reid iddleton ifil INTER -CITY CONTRACTORS INC. October 16, 2018 Mr. Jerry Hight Building Official City of Tukwila 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 Subject: Tukwila Village Phase II Building A 14200 Tukwila International Blvd, Tukwila, WA Crane Permit Submittal Dear Mr. Hight: RECEIVED CITY OF TUKWILA OCT 22 2018 PERMIT CENTER I have completed the Tower Crane Permit Application. The below outline is a list of documents that are included with the application: 1) City of Tukwila Permit application 2) Structural Engineering: The crane that is intended to be used is a self erect type. There is no separate foundation that the crane is to attach to. All counter weights/ballast are integrated into the crane itself. 3) Associated Earth Sciences Geotech letter that addresses the outriggers and loading on the existing soil is attached -4 copies 4) Tower Crane manufacturer information a. Crane: Potain Ogp T 130-: 4 copies i. Height of tower to hook: 122' ii. Jib length: 164' iii. Maximum capacity at end of jib: 164' is 3,086#. 5) Crane Safety plan a. Coast Crane: Setup/Dismantle subcontractor i. Tower crane erection plan: 4 copies ii. Site Specific work plan: 4 copies iii. Comprehensive Safety & Accident Prevention Program: 4 copies b. Safety Inspection & Daily Crane Operator: 4 copies i. Site Specific Accident Preventon 17425 68th Ave NE PO Box 82405 Kenmore, WA 98028 Phone: (425) 806-8560 Fax: (425) 806-8566 email: info@intercitycontractors.com Lic. #INTERCI977PZ 0536 • Tukwila Village Phase II, Building A Crane permit submittal outline October 16, 2018 6) Site plan showing crane location, jib radius. a. Jib length 164' b. Height under hook 122' c. All loading and unloading will be done onsite. d. No loads will be swung over streets or adjacent properties. e. The surrounding streets will not be impacted during the crane setup and removal. All activity for setup and removal will take place on the project site. 7) Detail of crane building attachments: There are no attachments, the crane is free standing and is located outside of the building. 8) Electrical: a. Permit will be applied for by the Electrical subcontractor b. Connection to be made from temporary power supplied by SCL c. L&I will inspect once system is ready. d. Connection to crane will be done once L&I inspection is approved. 9) Inspections prior to use: a. Coast Crane/Bill Rumberg: is certified by the State, see #4, b. above. This is for inspection prior to assembly, inspection once assembled, and daily operator inspections. b. L&I will inspect the crane once Seaburg completes and files his inspection report. c. The crane will also receive an additional safety inspection every 6 months. 10) FAA filing; This was completed Tuesday, 10/16/18, with additional filings for the building, all building corners as requested by FAA. 11) Fire department will be contacted once the permit and been applied for. If you have additional questions or need further information, please call/email. Sincerely, Greg Heng 2 U PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0336 DATE: 10/22/18 PROJECT NAME: TUKWILA VILLAGE BLDG A- TOWER CRANE SITE ADDRESS: 14200 TUKWILA INTERNATIONAL BLVD X Original Plan Submittal Response to Correction Letter # Revision # Revision # before Permit Issued after Permit .ssued DEPARTMENTS: ks. Attic 101-)i'i'l Building Division IN wc uM /Jblic Works 1 PriVI PNG Fire Prevention 1�M I11i .V' Structural E r�cb A)/44- IN -346 Planning Division Permit Coordir itor a PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 10/23/18 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Corrections Required n Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE.: 11/20/18 n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire D Ping 0 PW 0 Staff Initials: 12/18/2013 INTER -CITY CONTRACTORS dome! Espanol Contact Safety & Health Claims & Insurance A Washington State Department of A", Labor & Industries Search L&I A -Z Index Help Page 1 of 3 My I.&l Workplace Rights Trades & Licensing INTER -CITY CONTRACTORS INC Owner or tradesperson Principals HERRING, GREGORY ROBERT, PRESIDENT Doing business as INTER -CITY CONTRACTORS INC WA UBI No. 602 278 639 PO BOX 82405 KENMORE, WA 98028 425-806-8560 KING County Business type Corporation License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. INTERCI977PZ Effective — expiration 10/09/2003-10/12/2019 Bond CBIC Bond account no. LB9377 $12,000.00 Received by L&I Effective date 10/13/2004 10/08/2004 Expiration date Until Canceled Insurance ..............._........... Evanston Ins Co Policy no. 3C21999 $1,000,000.00 Received by L&I Effective date 10/03/2018 10/08/2018 Expiration date 10/08/2019 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period, ut some debts may be recorded by other agencies. License Violations .......... . No license violations during the previous 6 year period. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602278639&LIC=INTERCI977PZ&SAW= 12/3/2018