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HomeMy WebLinkAboutPermit D17-0182 - BOEING #9-101 - PLYCUTTER RELOCATIONBOEING #9-101 PLYCUTTER RELOCATION 9725 E MARGINAL WAY S EXPIRED 02/19/18 017-0182 Parcel No: Address: Project Name: 0 City of Tukwila 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 0003400018 Permit Number: 9725 E MARGINAL WAY S BLDG 9-101 Issue Date: Permit Expires On: BOEING #9-101 - PLYCUTTER RELOCATION D17-0182 8/23/2017 2/19/2018 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: BOEING COMPANY THE PO BOX 3707 M/C 20-00 PROPERTY TAX DEPT, SEATTLE, WA, 98124 JOHN S MURDOCH PO BOX 3707 MC 46-88 , SEATTLE, WA, 98124 BOEING COMPANY, THE 100 N RIVERSIDE, M/C 5003-4027 , CHICAGO, IL, 60606-1596 BOEINC*294ML BOEING COMPANY THE PO BOX 3707 M/C 20-00 PROPERTY TAX DEPT, SEATTLE, WA, 98124 Phone: (253) 740-0214 Phone: (312) 544-2535 Expiration Date: 1/18/2019 DESCRIPTION OF WORK: INSTALL RELOCATED PLYCUTTER MACHINE AND RELATED SUPPORT EQUIPMENT. FOUNDATION ONLY Project Valuation: $168,780.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: Type of Construction: IIB Electrical Service Provided by: TUKWILA Fees Collected: $3,751.88 Occupancy per IBC: F-2 Water District: TUKWILA Sewer District: VALLEY VIEW,TUKWILA 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: 2014 2014 2014 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 I Permit Center Authorized Signature: it�C telii., pi 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 presume to give authority to violate or cancel the provisions of any other state or locaws r: gulating construction or the performance of work. I am authorized to sign and obtain this developm .errr and agree to the conditions attached to this permit. Signatu r�;Q�-y��' / Date& 3/1 `��/ 7— PntNa oaf i1�-va 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: The special inspections and verifications for concrete construction shall be as required by IBC Chapter 17, Table 1705.3. 5: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. 6: 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. 7: 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. 8: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. o 0 9: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 10: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properlyy cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 11: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the • City of Tukwila Building Department (206-431-3670). 12: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 13: Preparation before concrete placement: Water shall be removed from place of deposit before concrete is placed unless a tremie is to be used or unless otherwise permitted by the building official. All debris and ice shall be removed from spaces to be occupied by concrete. 14: 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. 15: AH mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 18: Provide Specific details to the Fire Marshal's Office, on the type of product that will be collected in the dust collector from this piece of machinery. 16: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 17: These plans were reviewed by Inspector 510. 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** 0301 CONCRETE SLAB 1400 FIRE FINAL 0201 FOOTING 4037 SI -CAST -IN-PLACE 4046 SI-EPDXY/EXP CONC 4028 SI-REINF STEEL -WELD CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 http://www.TulcwilaWA.gov Building Permit No. 17— f i?a Project No. 07/01%17 Date Application Expires: 01101/1T (For office use only) Date Application Accepted: Mk 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 9 -JO/ % /( cioti pLyeur f-W,Vj',4'ICV Site Address: 9725 East Marginal Way So Tenant Name: The Boeing Company PROPERTY OWNER Name: The Boeing Company - John S Murdoch Address: P.O. Box 3707 M/C 46-88 City: Seattle State: WA zip: 98124 CONTACT PERSON — person receiving all project communication Name: John S. Murdoch - The Boeing Company Address: P.O. Box 3707 M/C 46-88 City: Seattle State: WA Zip: 98124 Phone: (253) 740-0214 Fax: Email: john.s.murdoch@boeing.com GENERAL CONTRACTOR INFORMATION Company Name: Boeing Company - John S Murdoch. Address: P.O. Box 3707 M/C 46-88 City: Seattle State: WA zip: 98124 Phone: (253) 740-0214 Fax: Contr Reg No.: BOE1NC*294ML Exp Date: 01/18/2019 Tukwila Business License No.: H:\Applications\Fomu-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docs Revised: August 2011 bh King Co Assessor's Tax No.: Suite Number: 9-101 Floor: 1 New Tenant: 0 Yes ARCHITECT OF RECORD Company Name: EISI Consulting Engineers Engineer Name: E. Christopher Larson Company Name: City: Seattle State: WA Zip: 98119 Phone: (206) 284-1181 Fax: (206) 284-1236 Architect Name: Address: City: State: Zip: Phone: Fax: Email: ENGINEER OF RECORD Company Name: EISI Consulting Engineers Engineer Name: E. Christopher Larson Address: 1900 West Emerson Place Suite 200 City: Seattle State: WA Zip: 98119 Phone: (206) 284-1181 Fax: (206) 284-1236 Email: eisi@eisi-engrs.com LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: John S. Murdoch - The Boeing Company Address: P.O. Box 3707 M/C 46-88 City: Seattle State: WA Zip: 98124 Page 1 of 4 BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ 168,780 Describe the scope of work (please provide detailed information): Install Relocated Plycutter Machine and Related Support Equipment. Will there be new rack storage? ❑ Yes Existing Building Valuation: $ 100,000,000 .Por1Nat7iat OAf�r 0.. 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? 0 Yes ® No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ® 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 Safely 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. H:\Applications\Forns-Applications On Line \2011 Applications\Permit 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 1' Floor 713,829 1,000 II -B B /F ltd Floor 296,460 3rd Floor ije /tp6 28,401 Floors thru /� Basemen -v0 50,910 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? 0 Yes ® No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ® 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 Safely 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. H:\Applications\Forns-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFORMATION — 206-433-0179 Scope of Work (please provide detailed information): Does Not Apply Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑ ...Water District #125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate 0 .. Highline ❑... Valley View ❑ .. Renton ❑ ... Sewer Availability Provided 0 .. Renton ❑ .. Seattle 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. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond 0 .. Insurance 0 .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...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 ...Total Cut cubic yards 0 Work in Flood Zone ❑ ...Total Fill cubic yards 0 .. Storm Drainage ❑ ...Sanitary Side Sewer ) 0 .. Abandon Septic Tank ❑ ...Cap or Remove Utilities 0 .. Curb Cut 0 ...Frontage. Improvements 0 .. Pavement Cut ❑ ...Traffic Control 0 .. Looped Fire Line ❑ ...Backflow Prevention - Fire Protection " ❑ .. Geotechnical Report 0 .. Maintenance Agreement(s) ❑ ... Traffic Impact Analysis ❑ ... Hold Harmless — (SAO) , ❑ ...Hold Harmless — (ROW) 0 .. Right-of-way Use - Profit for less than 72 hours 0 .. Right-of-way Use — Potential Disturbance Irrigation . Domestic Water 0 .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility-Undergrounding ❑ ...Permanent Water Meter Size... " ' WO # ❑ ...Temporary Water Meter Size .. WO # ❑ ...Water Only Meter Size WO # ❑ ...Deduct Water Meter Size ❑ ...Sewer Main Extension Public 0 Private 0 ❑ ...Water Main Extension Public 0 Private 0 51, 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: City State Zip Water Meter Refund/Billing: Name: Mailing,Address: Day Telephone: City State Zip H:\Applications\Forms-Applications On Line \2011 Apptications\Pemvt 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 HEREB PENALT BUILDIN Signatur Print N ERTIF THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER RJU BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. ORt GENT: 7e6/b 00,'1QO John S. Murdoch - The Boeing Company Mailing Address: P.O. Box 3707. M/C 46-88 H:\ApplicationsToms-Applications On Line \2011 Applications \Penni Application Revised - 8-9-11.docx Revised: August 2011 bh Date: 07/06/2017 Day Telephone: (253) 740-021.4 Seattle WA 98124 City State Zip Page 4 of 4 DESCRIPTIONS ACCOUNT PermitTRAK QUANTITY PAID $3,751 88 D17-0182, ; Address: 9725 E MARGINAL WAYS BLDG 9-101 Ap n:0003400018 $3,751.88 ' Credit Card Fee $109.28 Credit Card Fee R000.369.908.00.00 0.00 $109.28 DEVELOPMENT $3,535.60 PERMIT FEE R000.322.100.00.00 0.00 $2,140.06 PLAN CHECK FEE R000.345.830.00.00 0.00 $1,391.04 WASHINGTON STATE SURCHARGE 8640.237.114 0.00 $4.50 TECHNOLOGY FEE $107.00 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R11869 R000.322.900.04.00 0.00 v:` $107.00 $3,751.88 Date Paid: Friday, July 07, 2017 Paid By: JOHN S MURDOCH Pay Method: CREDIT CARD 092401 Printed: Friday, July 07, 2017 9:08 AM 1 of 1 SYSTEMS I ,JJ P0 J 1 11 I • REVIEWED FOR CODE COMPLIANCE APPROVED AUG 17 2011 city of Tukwila BUILDING DIVISION L"L 4,4.1 t I . :.,• f 4,! ' A r r, Arld" ..,. „.,f..- -.4=,.. .4.•1 . 1/2/2018 City of Tukwila Department of Community Development JOHN S MURDOCH PO BOX 3707 MC 46-88 SEATTLE, WA 98124 RE: Permit No. D17-0182 BOEING #9-101 - PLYCUTTER RELOCATION 9725 E MARGINAL WAY S 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 2/19/2018. 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 2/19/2018, 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: D17-0182 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERMIT GOORID COPY- PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0182 DATE: 07/07/17 PROJECT NAME:. BOEING #9-101- PLYCUTTER RELOCATION SITE ADDRESS: 9725 E MARGINAL WAY S X Original Plan Submittal Revision # Response to Correction Letter # Revision # before Permit Issued after Permit Issued DEPARTMENTS: A -S Aw C. --1—\7 Building Division g wit N/4- Public Works W C6 11 tk A7A- r?` -i Fire Prevention Planning Division �r9' Structural ❑ Permit Coordinator PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 07/11/17 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 08/08/17 Approved Approved with Conditions ❑ Corrections Required ❑ Denied ❑ (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: !Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: 12/18/2013 BOEING COMPANY, THE Home Espanol Contact Safety & Health Claims & Insurance Washington State Department of Lab©r & Industries 0 Page 1 of 9 Search L&I 1 A -Z Index Help ftp L&I Workplace Rights Trades & Licensing BOEING COMPANY, THE Owner or tradesperson LOHR, MICHAEL Principals LOHR, MICHAEL, SECRETARY MCNERNEY, W (JAMES), PRESIDENT (End: 01/13/2017) WOLTER, CHRISTOPHER, TREASURER (End: 01/16/2015) READ, PAUL, SECRETARY (End: 02/07/2013) SHRONTZ, F A, SECRETARY (End: 02/07/2013) GIVAN, B E, SECRETARY (End: 02/07/2013) KING, C G, SECRETARY (End: 02/07/2013) BEIGHLE, D P, TREASURER (End: 02/07/2013) COLLINS, T J, TREASURER (End: 02/07/2013) BUDINICH, T M, TREASURER (End: 02/07/2013) WOODARD, R B, TREASURER (End: 02/07/2013) CRUZE, D D, TREASURER (End: 02/07/2013) CONDIT, P M, TREASURER (End: 02/07/2013) WA UBI No. 178 005 030 100 N RIVERSIDE M/C 5003-4027 CHICAGO, IL 60606-1596 312-544-2535 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. BOEINC*294ML Effective — expiration 07/13/1971— 01/18/2019 Bond Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=178005030&LIC=BOEINC*294ML&SAW= 8/22/2017 BOEING COMPANY, THE FEDERAL INS CO Bond account no. 81312466 a $12,000.00 Received by L&I Effective date .01/14/2002 01/01/2002 Expiration date Until Canceled Insurance Ace American Insurance Company Policy no. HDOG27854990 $1,000,000.00 Received by L&I Effective date 10/05/2016 10/01/2016 Expiration date 10/01/2017 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, but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. This company has multiple workers' comp accounts. Active accounts L&I Account ID 700,216-00 Doing business as BOEING COMPANY THE Estimated workers reported N/A L&I account contact (360)902-4817 Track this contractor Self Insured. This business is certified to cover its own workers' comp costs. No premiums due. Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes No strikes have been issued against this contractor. Contractors not allowed to bid No debarments have been issued against this contractor. Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for. Inspection results date 07/07/2017 Inspection no. 317945444 Location 3003 W Casino Rd Everett, WA 98203 No violations Page 2 of 9 Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=178005030&LIC=BOEINC*294ML&SAW= 8/22/2017 THELL � £ £ £ r f 4� t r � r �z � � � t��' � �"COMPANYSUPPORT' SERVICES GROUP RELOCATE PLYCUTTER & INSTALL CTLM #3 PHASE 11 BOEING DEVELOPMENTAL CENTER 9725 EAST MARGINAL WAY SOUTH TUKWILA, WASHINGTON 98108 VICINITY MAP PROJECT WORK LOCATION OXBOW PARKING LOT DEVELOPMENTAL CENTER NO SCALE CODE SUMMARY TYPE OF APPLICATION: ❑NEW ❑ ALTERATION ❑ ADDITION TENANT IMPROVEMENT PROJECT DESCRIPTION: INSTALL RELOCATED PLYCUTTER MACHINE AND RELATED SUPPORT EQUIPMENT. PROVIDE POWER, AIR AND VACUUM UTILITIES. CODES: 20 5 INTERNATIONAL BUILDING CODE & WAC 51-50 20 5 INTERNATIONAL MECHANICAL CODE & WAC 51-52 20 5 INTERNATIONAL FIRE CODE & WAC 51-54 20 5 UNIFORM PLUMBING CODE & WAC 51-56 20 5 UNIFORM PLUMBING CODE AMENDMENTS A, B & I & WAC 51-57 20 4 NATIONAL ELECTRIC CODE, AMENDMENTS A, B & C & WAC 296-46B-010 20 5 WASHINGTON STATE ENERGY CODE WAC 51-11 CURRENT CITY OF TUKWILA ZONING ORDINANCES CONTRACTOR & STATE NUMBER THE BOEING COMPANY (BOEING 294ML 1/18/2019) BOEING PROJECT ENGINEER. PROJECT DESIGNER/ARCHITEC:E. CHRISTOPHER LARSON/EISI PHONE 206-284-1181 BOEING CONTACT: JOHN MURDOCH PHONE. 253-740-0214 FAX NUMBER. E-MAIL. iohn.s.murdoch@boeinq.com OCCUPANCY GROUP: GROUP B & GROUP F - BUSINESS & MANUFACTURING CONSTRUCTION TYPE• TYPE 11-8 ZONING:ALLOWABLE AREA INCREASE• SPRINKLERED & 60' SET -BACK (NO CHANGES) OCCUPANT LOAD: (ALLOWABLE) NO CHANGE (TABLE I0 -A) FLOOR AREA: (ACTUAL) NO CHANGE OFFICES OCC. BLDG GROSS STORAGE OCC TUNNEL LABORATORY OCC FIRST FLOOR CANOPY OCC IST FLR MEZZ OTHER OCC 2ND FLOOR 2ND FLOOR MEZZ PROJECT AREA 1,089,878 SF SQ FT 50,910 SF SQ FT 713,829 SF SQ FT 28,401 SF SQ FT 296,460 SF SQ FT 278 SF SQ FT 1000 SF SQ FT BUILDING HEIGHT: (ACTUAL) III FT STORIES 2 MEZZANINE ? (YES) ❑ (NO) SQ FT 54,794 SF FIRE PROTECTION: SPRINKLERED THROUGHOUT PER NEPA 13 ? 11 (YES) ❑ (NO) SEPARATION EXTERIOR WALL (NON-BEARING) HOUR RATING EXTTERIOR WALL (BEARING) HOUR RATING INTERIOR WALL (NON-BEARING) HOUR RATING INTERIOR WALL (BEARING) HOUR RATING DEMOUNTABLE PARTITIONS HOUR RATING STRUCTURAL FRAME HOUR RATING FLOOR/CEILINGS HOUR RATING ROOF CONSTRUCTION HOUR RATING SEISMIC DESIGN: ZONE D DESIGN LOADS: (CHAPTER 16) ROOF: LIVE (SNOW) (PSF) FLOOR: OFFICE (PSF) MECH/STOR (PSF) STAIRS (PSF) CONCENTRATED: WIND: EXPOSURE 110 MPH, EXPOSURE C GENERAL NOTES A CONSTRUCTION SET OF DOCUMENTS, REVIEWED AND STAMPED BY THE CITY OF TUKWILA BUILDING DEPARTMENT MUST BE ON SITE DURING CONSTRUCTION. DO NOT PROCEED WITH CONSTRUCTION WITHOUT ABOVE MENTIONED SET OF DOCUMENTS. 1. THE GENERAL CONTRACTOR SHALL VISIT THE SITE AND VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS SHOWN ON THE DRAWINGS WITHIN THE AREA OF WORK BEFORE COMMENCING ANY WORK AND ENSURE THAT THE JOINING OF THE WORK OF VARIOUS TRADES MEETS APPROPRIATELY. THE CONTRACTOR SHALL BRING DISCREPANCIES ON THE DRAWINGS OR SPECIFICATIONS TO THE ATTENTION OF THE BOEING PROJECT CONSTRUCTION MANAGER IMMEDIATELY UPON DISCOVERY ONLY IF THEY REQUIRE DESIGN REVISIONS. 2. COORDINATE THE WORK OF ALL TRADES. REFER TO ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS IN DETAIL FOR COORDINATION OF SPECIFIC TRADE REQUIREMENTS. COORDINATE ALL ROUGH -IN REQUIREMENTS FOR MATERIALS OR EQUIPMENT FURNISHED BY CONTRACTOR OR BY OTHERS FOR THIS PROJECT. 3. ASBESTOS NOTIFICATION: A GOOD FAITH SURVEY OF THE WORK AREA HAS BEEN CONDUCTED AND ASBESTOS CONTAINING MATERIAL WAS NOT DISCOVERED OR WILL BE REMOVED PRIOR TO THE BEGINNING OF THE WORK FOR THIS PROJECT. A COPY OF THE REPORT OF THE SURVEY WILL BE FURNISHED TO THE CONTRACTOR AT THE TIME OF BIDDING OR NEGOTIATIONS. DO NOT REMOVE, DAMAGE OR DISTURB ANY ASBESTOS MATERIAL ADJACENT TO THE WORK AREA. CONTACT BOEING FACILITIES DEPARTMENT IF ASBESTOS CONTAINING MATERIAL IS DISCOVERED OR DAMAGED THAT IS REQUIRED TO BE REMOVED TO SUPPORT THE WORK OF THIS PROJECT. 4. THE GENERAL CONTRACTOR SHALL OBTAIN AND MAINTAIN A FULL SET OF CONSTRUCTION DOCUMENTS ON SITE. THIS SET SHALL BE MARKED UP (RED -LINED) DAILY WITH ANY ACTUAL WORK OR INSTALLATIONS DIFFERING FROM THE CONSTRUCTION DOCUMENTS. SAID SET SHALL BE TURNED OVER TO THE BOEING CONSTRUCTION PROJECT MANAGER AT THE COMPLETION OF THE WORK FOR INCORPORATION INTO BOEING RECORD DOCUMENTS. DRAWING INDEX ARCHITECTURAL DRAWING NUMBER REV DRAWING TITLE 09 -101 -AO NEW COVER SHEET 09-101-1A43 E FLOOR PLAN 09-101-1A46 D FLOOR PLAN 09-101-A605 NEW SECTIONS & DETAILS STRUCTURAL / CIVIL DRAWING NUMBER REV DRAWING TITLE 09-101-1 S96R R FIRST FLOOR SLAB PLAN - REMOVAL 09-101-1S93 A FIRST FLOOR SLAB PLAN 09-101 -1 S96 A FIRST FLOOR SLAB PLAN 09-101-S702 NEW MISCELLANEOUS DETAILS 09-101-S703 NEW STRUCTURAL DETAILS BY APPROVED DATE ORIGINAL ISSUE EISI GMM 05.01.17 el_msffElism:6 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED PROVED BY DEPT. DATE DRAWN DATE CHECKED SUBTITLE CODES AND PERMITS FROJECT TITLE: RELOCATE PLYCUTTER & INSTALL CTLM #3 (II) QUANTITY SUBMITTED: ❑ 5 SETS: GENERAL PERMIT (SHELL & CORE) OR STRUCTURAL TENANT II 4 SETS: TENANT IMPROVEMENT (NON-STRUCTURAL) ❑ 3 SETS: FIRE PROTECTION/SPRINKLERS ❑ 2 SETS: TENANT IMPROVEMENT (REVISION) SUBMITTED FOR PERMIT & REVIEW: II BUILDING ❑ GRADING ❑ PLUMBING ❑ LANDSCAPE II MECHANICAL' ❑ DEMOLITION ❑ STRUCTURAL ❑ - *TO BE REVIEWED UNDER SEPARATE PERMIT WASHINGTON STATE NON-RESIDENTIAL ENERGY CODE -APPROACHES COMPLIANCE OPTION 0 PRESCRIPTIVE ❑ LPA ❑ ANALYSIS N/A SPECIAL INSPECTIONS REQUIRED: 0 WELD II REBAR 0 STRUCTURAL BOLTING 0 OTHER CALCULATIONS TYPE• N/A ATTACHED (YES) (NO) JOB NO: 25257-12 IMPROVEMENT II ELECTRICAL 0 FIRE PROTECTION 0 CANTILEVER RACKS ❑- II CONCRETE II ANCHOR BOLTS ❑ STRUCTURAL OBSERVATION DRAWING INDEX MECHANICAL DRAWING NUMBER REV DRAWING TITLE 09-101-1M146 G 1ST FLOOR PIPING PLAN 09 -101 -TNM 146 E PARTIAL TUNNEL #14 PIPING/PLUMBING PLAN ELECTRICAL DRAWING NUMBER REV DRAWING TITLE 09-101-1E93 09-101-1E96 09-101-1E146 N 120V/208Y POWER PLAN B 120V/208Y POWER PLAN B 09-101-1E9NN A 277V/480Y POWER PLAN GROUNDING PLAN FEB19 2018 REVISIONS No changes shall be made to the scooe of work without prior approval of Tukwila Building Division. NOTE: Revisions will requiro a new plan submittal and may include additional plan review fess CITY OF TUKWILA BLANKET PERMIT AGREEMENT NUMBER: 17 -001 -BPA FILE COPY Porm.a71: DI1'OM/ Plan review cy,".✓rmi IL stitject to errors and omissions. Appro‘ al of cork:; ucti4on documents does not authorize the vio sation oft , ad, ► ed code or ordinance. R of approved Ft • • *and conditi ' ns is acknowledged: ` rfe 444100 Jur pat.' .10117 a0ffn City of Tukwila BUILDING DIVISION 7SEPAATE P . MI T R •IRT:0 O9: Mechanical EIectrica! f Plumbing L. Gas Piping City of Tukwila BUILIDIMSIVITILI br7 012 REVIEWED FOR CODE COMPLIANCE APPROVED AUG 17 2017 AJ City of" Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUL 0 7 2017 PERMIT CENTER PROJECT T I TLE :RELOCATE PLYCUTTER & INSTALL CTLM #3 (11) DATE COVER SHEET0 CURRENT REVISION SYMBOL 25257-12 RIG 05.01.17 ENGINEER CHECKED TITLE RELOCATE PLYCUTTER & INSTALL CTLM #3 - PHASE 11 BUILDING 09-101 ARCHITECTURAL MASTER SHEET AO JOB NO. 25257-12 COMP NO. DEV. CENTER, WA DWG No. 09-101-A0 REVISION BY APPROVED DATE n SYM n REVISION BY APPROVED DATE CONST. 400/100K CLEAN RM J#757603-00 MRM 06.26.96 E RELOCATE PLYCUTTER & INSTALL CTLM #3 - PHASE II 25257-12 EISI GMM 05.01.17 EXPEDITER CAGE SL J#782738 -LO GMM 06.01.98 7E7 VISIBILITY BARRIERS J#545680-00 TWH 05.12.04 DC FREEZER ADDITION J#16262 DLR GROUP vw 04.12.14 DC FREEZER ADDITION - RECORD DRAWINGS J#16262 DLR GROUP vw 04.07.14 1110111.1ams NINSIMEas 611111111 291 6 1A4468 oo FOR CONTINUATION SEE SHEET 06110 t El 0 9-101 FREEZER, REFER TO 11A48 CONTROLLED CONTAMINATION AREA ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED PROVED BY DEPT. DATE DLR GROUP CHECKED VW ENGINEER HECKED APPROVE5 APPROVED DAT 04.12.13 04.12.13 71.5 SUBTITLE IFC LEGEND GENERAL NOTES 1. PRIOR TO COMMENCEMENT TO WORK, THE CONTRACTOR SHALL PROVIDE A CONTROLLED CONTAMINATION AREA (CCA) CONSTRUCTION PLAN TO BOEING FOR APPROVAL. SUBMIT CCA VARIANCE ON CONSTRUCTION METHOD. REFERENCE DRAWI\GS CONSTRUCTION NOTES INSTALL AND LAG AGFM PLYCUTTER AND ANCILARY EQUIPMENT. SEE SHEETS 1S93 AND 1S96. 1A10 00 ® 0 1A11 1Al2 1A13 FEB i„9 2010 1A14 1A15 1A16 1A17 1A18 1A19 1A20 1A21 1A22 1A23 1A24 1A25 1A26 1A27 1A28 1A29 1A30 1A31 1A32 1A33 1A34 1A39 1A35 1A40 1A36 1A40 KEY PLAN SCALE: NONE b1"7-. 010 FLOOR PLAN 1A37 1A42 liA44 1A45 1A38 1A46 (j REVIEWED FOR otte DE COMPLIANCE Wilah PPROVED 6 1 7 2017 CURRENT REVISION 25257-12 SYMBOL City of Tukwila LDING DIVISION RECEIVED CITY OF TUKWILA JUL 0 7 2017 PERMIT CENTER DATE 05.01.17 TITLE RELOCATE PLYCUTTER & INSTALL CTLM #3 - PHASE II BUILDING 09-101.1 ARCHITECTURAL MASTER COL. Z/21-22.5 DEV. CENTER, WA SHEET 1 A4 3 JOB NO. DWG NO. J#16262 09-101-1A43 COMP NO. 05.01.17 MG124D: 12/12/15 06:15 LEGEND BA,TERY CHARGER 11Y22 GENERAL NOTES 1. PRIOR TO COMMENCEMENT TO WORK, THE CONTRACTOR SHALL PROVIDE A CONTROLLED CONTAMINATION AREA (CCA) CONSTRUCTION PLAN TO BOEING FOR APPROVAL. SUBMIT CCA VARIANCE ON CONSTRUCTION METHOD. CONSTUCTION NOTES 1A461A373 EXISTING TRENCH INSTALL AND LAG AGFM PLYCUTTER AND ANCILARY EQUIPMENT. SEE SHEETS 1S93 AND 1S96. INSTALL AND LAG VACUUM PUMP AND ASSOCIATED SOUND ENCLOSURE. NEW UTILITY TRENCH — SEE STRUCTURAL DRAWINGS. FLASH AROUND VACUUM PUMP EXHAUST DUCT. FIELD LOCATE WALL PENETRATION TO AVOID EXISTING CONCEALED CONDUITS. SEE STRUCTURAL DRAWINGS. 1 1A10 1A11 1Al2 1A13 1A14 1A15 PLAN 1/8- = 1A28 1A29 1A30 1A34 1A35 JG 17 2017 CONTROLLED CONTAMINATION AREA of Tukwila ING DIVISION 9-101.1 KEY PLAN PERMIT CENTER BY APPROVED DATE SYM REVISION BY APPROVED DATE CONST. 400/100K CLEAN RM. J#7576603-00 CONST, 400/100K CLEAN RM. J#7576603-00 MRM 6/26/9E MRM 726.96 DC FREEZER ADDITION J#16262 DC FREEZER ADDITION - RECORD DRAWINGS J#16262 RELOCATE PLYCUTTER & INSTALL CTLM #3 - PHASE 11 25257-12 DLR GROUP DLR GROUP EISI VW VW GMM 04.12.14 04.07.14 05.01.17 Q� BOE/NG ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED PROVED BY DLRwGROUP CHECKED VW ENGINEER CHECKED DA E SUBTITLE 04.12.13 04.12.13 APPROVED PPROVED FLOOR PLAN CURRENT REVISION 25257-12 SYMBOL DATE 05.01.17 RELOCATE PLYCUTTER & INSTALL CTLM #3 — PHASE II BUILDING 09-101.1 ARCHITECTURAL MASTER JOB NO. COL. Z/21-22.5 DEV. CENTER, WA DWG NO. J#16262 9-101-1A46 COMP NO. FORM FLASHING BASE TO MTL SIDING PROFILE BIRD SCREEN REVISION 1 3'-0 METAL SIDING 8"o EXHAUST DUCT (SEE MECHANICAL) DYNAFLASH EPDM PIPE FLASHING BOOT W/SS BAND CLAMP, CAULKING & i" o SELF—DRILLING STITCH SCREWS (INSTALL PER MFR'S INSTRUCTIONS) EXHAUST DUCT SCALE: 1 1/2" = 1'-0" BY APPROVED DATE SYM 1A46 A605 SS DUCT METAL LINER PANEL INSULATION L 4' REVISION 8" ESCUTCHEON PLATE (MATCH METAL LINER PANEL COLOR) APPROVED DATE RELOCATE PLYCUITER & INSTALL CTLM #3 - PHASE 9 25257-12 EISI GMM 05.01.17 Q� BOE/NG rr- ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED 05.01.17 PROVED BY DEPT. DATE DRAWN EISI CHECKED DATE 02.27.17 ENGINEER CHECKED SUBTITLE 19 2018 RECEIVED CITY OF TUKWILA JUL 072017 PERMIT CENTER REVIEWED FOR CODE COMPLIANCE APPROVED AUG 172017 City of Tukwila BUILDING DIVISION SECTIONS & DETAILS CURRENT REVISION 25257-12 SYMBOL^ R I G DATE 05.01.17 APPROVED APPROVED TRLE RELOCATE PLYCUTTER & INSTALL CTLM #3 — PHASE 11 ARCHITECTURAL MASTER BUILDING 09-101 COL DEV. CENTER, WA SHEET A605 JOB NO. 25257-12 COMP NO. DWG NO. 09-101—A605 LEGEND FOR CON-INUATION SEE SHEET 1S93 GENERAL NOTES 1. REFERENCE ELEVATION IS 15'-6" = SITE ELEVATION 15.00'. REFEHNCE DRAWINGS CONSTRUCTION NOTES 1.9 2010 SAW CUT EXISTING SLAB. REMOVE CONCRETE FOR NEW 8" UTILITIES TRENCH. SEE SHEET S702. NOTIFY BOEING ENVIRONMENTAL PRIOR TO ANY EXCAVATION. SAW CUT EXISTING SLAB. REMOVE CONCRETE FOR NEW 15" UTILITIES TRENCH. SEE SHEET S702. NOTIFY BOEING ENVIRONMENTAL PRIOR TO ANY EXCAVATION. EXTEND SAW CUT THROUGH SIDEWALL OF EXISTING TRENCH. REMOVE WELDED STUDS AS REQUIRED FROM EXISTING ANGLE TRENCH COVER FRAME. DO NOT CUT ANGLE COVER FRAME. REINFORCE FRAME PER SHEET S702. T -S/ W T T T T T( 1S60 1S61 1S62 1S63 1S64 1S65 1566 1S67 1S68 1S69 1570 1S71 l 1 1S72 1S73 1574 1S75 1S76 1S77 1S78 1S79 1S80 1S81 1582 1S83 1 1S85 1S86 1S87 1588 1597 lj1S84 1S89 1S90 1S91 1592 1S93 1598 -� 1 1094 1S95 Vim/"4' �159 FIST FL0N SLA3 Pte, SCALE: 1/8"= 0" 9-101.1 KEY PLAN REVIEWE506R 1/ CODE COMPLIANCE APPROVED AUG 17 2017 City of Tukwila BUILDING DIVISION REVISION APPROVED REVISION APPROVED DC FREEZER ADDITION - RECORD DRAWING 16262 RELOCATE PLYCUTTER & INSTALL CTLM #3 - PHASE 11 25257-12 P.T. RYAN 04.07.14 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED 05.01.17 PROVED BY DRAWN M. KUBICKA CHECKED P.F. SPITZNAS ENGINEER D.K. DANIEL CHECKED P.T. RYAN APPROVED DATE 10.17.12 10.17.12 10.17.12 10.17.12 FIRST FLOOR SLAB PLAN - REMOVAL CURRENT REVISION 25257-12 SYMBOL DATE 05.01.17 RELOCATE PLYCUTTER & INSTALL CTLM #3 - PHASE II APPROVED BUILDING 9-101.1 1S96R JOB NO. STRUCTURAL MASTER COL. W -Z/22-23 DEV. CENTER, WA DWG NO. 16262 9-101.1-1S96R COMP NO. REVISION Y 21;.5A 50'-0" 50'-0" 50'-0" t1) .... 1S64 1S65 1 I 1S66 1S67 1S68 1S69 1S70 1S71 1S72 FOR CONTINUATION SEE SHEET 1S88 1S75 1S76 1S77 I 1S78 1S79 1S80 1S81 1S82 1S83 _ ....0 1S86 1S87 1S88 1S97 rj1S84 1S89 1S90 1S91 1S92 SEE SHEET 1S92 1S98 —H 1094 1S95 1S96 o FOR CONTINUATION SEE SHEET 1S97 z + 323' --I ID, 1 ..4-.' 1 ....... RN -mr. Illul ---ii Er- --11 ri- -4 -11 1 Fr I 1 1 .4.- 4 1 L _J I 1 I I 1 • FOR CONTINUATION . 3 FOR CONTINUATION SEE SHEET 1S98 3S-10" 7"t 1S91F02 18'-8 1/2" td - 1 1 -4— PL UTTER 5'—O" V I I t FOR CONTINUATION SEE SHEET 1S96 BY APPROVED DATE SYM REVISION FIST FLOO. SLAB PLAN SCALE: 1/8"=1 —0" BY APPROVED DATE DC FREEZER ADDITION — RECORD DRAWING 16262 MKA P.T. RYAN 04.07.14 RELOCATE PLYCUTTER & INSTALL CTLM #3 — PHASE II 25257-12 ESI S. CHO 05.01.17 0.H. 01._mmatr,imme ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED PROVED BY DEPT. DATE DRA M. KUBICKA CHECKED P.F. SPITZNAS ENGINEER D.K. DANIEL CHECKED P.T. RYAN APPROVED APPROVED bri DATE 10.17.12 10.17.12 SUBTITLE LEGEND GENERAL NOTES 1. REFERENCE ELEVATION IS 15'-6" = SITE ELEVATION 15.00'. EFERE CE DRAWINGS CO\ STUCTION NOTES LAG AGFM PLYCUTTER AND ANCILLARY EQUIPMENT. (NOT USED). REINSTALL CART STOP INCLUDING E—STOPS, FIELD VERIFY FINAL LOCATION OF CART STOP WITH OWNER. FE9.1.9 2016 0102 IFC FIRST FLOOR SLAB PLAN \/ V T I T T T 1S60 1S61 1S62 1S63 1S64 1S65 1 I 1S66 1S67 1S68 1S69 1S70 1S71 1S72 1S73 1S74 1S75 1S76 1S77 I 1S78 1S79 1S80 1S81 1S82 1S83 1S85 1S86 1S87 1S88 1S97 rj1S84 1S89 1S90 1S91 1S92 r1S93 1S98 —H 1094 1S95 1S96 o 9-101.1 KEY PLAN REVIEWED F CODE COMPLIA APPROVED SCA AUG 17 2017 20 16' City of Tukwila BUILDING DIVISION CURRENT REVISION 25257-12 E: 1/8"= 0" RECEIVED CITY OF TUKWILA JUL 0 7 2017 PERMIT CENTER SYMBOL A DATE 05.01.17 10.17.12 10.17.12 TITLE RELOCATE PLYCUTTER & INSTALL CTLM 113 — PHASE II STRUCTURAL MASTER BUILDING 9-101.1 COL. W—Z/21-22 DEV. CENTER, WA SHEET 1S93 JOB NO. 16262 COMP NO. DWG NO. 9-101.1-1S93 05.01.17 SYM FOR CONTINUATION SEE SHEET REVISION BY APPROVED DATE SYM REVISION FIRST FLOOR S_AB PLAN SCALE: 1/8"=1 —0" APPROVED DATE - DC FREEZER ADDITION - RECORD DRAWING 16262 MKA P.T. RYAN 04.07.14 A RELOCATE PLYCUTTER & INSTALL CTLM #3 - PHASE II 25257-12 EISI S. CHO 05.01.17 05.01.17 FEB 1:9 2016 bii OI92... DRAWN ACCEPTABILITY M. KUBICKA THIS DESIGN AND/OR CHECKED SPECIFICATION IS APPROVED P.F. SPITZNAS ENGINEER PROVED BY DEPT. DATE D.K. DANIEL CHECKED P.T. RYAN A" ROVE APPROVED r' r, T �I--V- TT T• T 1S60 1S61 1S62 1S63 1S64 1S65 1S66 1S67 1S68 1S69 1S70 1S71 1S72 1S73 1S74 1S75 1S76 1S77 1S78 1S79 1S80 1S81 1S82 1S83 1S84 1S85 1S86 1S87 1588 1S97 1S89 1S90 1S91 1S92 1S93 1S98 -I 194 1S95 7/// / 1S96 I 9-101.1 KEY PLAN 8' DATE 10.17.12 10.17.12 4' 16' SCALE: 1/8"=1' —0" SUBTITLE LEGEND GE \IEAL NOTES 1. REFERENCE ELEVATION IS 15'-6" = SITE ELEVATION 15.00'. VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD PRIOR TO STARTING WORK. BRING ANY DISCREPANCIES TO THE ATTENTION OF THE PROJECT ENGINEER. ALL CONCRETE SHALL BE MADE WITH TYPE CEMENT DEVELOPING A COMPRESSIVE STRENGTH OF f'c=4000psi AT 28 DAYS AND CONFORMING TO ASTM C-150. CONCRETE AGGREGATES SHALL CONFORM TO ASTM C-33 AND MAXIMUM AGGREGATES SHALL NOT EXCEED 3/4". SLUMP TESTS SHALL CONFORM TO ASTM C-143 AND THE SLUMP SHALL NOT EXCEED 4". MINIMUM CEMENT CONTENT PER CUBIC YARD = 5-1/2 SACKS. REINFORCING STEEL BARS SHALL CONFORM TO ASTM A615 GRADE 60. BARS SHALL BE PLACED IN ACCORDANCE WITH ACI CODE 318. 5, ALL NEW CONCRETE SHALL BE BONDED TO EXISTING CONCRETE WITH LARSON "WELDCRETE" OR OTHER APPROVED, IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 6. PROVIDE A SMOOTH STEEL TROWELED CONCRETE FINISHED SURFACE. CONCRETE CURING/PRIMER SHALL BE L&M CURE, A NON—RESIDUAL, WATER BASED, VOC COMPLIANT CURING COMPOUND. COATING: L&M SEAL HARD SEALER, DENSIFYER AND CHEMICAL HARDENER. (800)362-3331 APPLY EPDXY COATING TO NEW CONCRETE. CONTACT PROTECTIVE COATING CONSULTANTS, BRETT BECHTEL 206-510-8664. DRILLED—IN CONCRETE ANCHORS: DRILLED—IN CONCRLIL ANCHORS OF SIZE, NUMBER AND SPACING AS SHOWN ON THE DRAWINGS SHALL BE HILTI—FASTENING SYSTEMS "HIT—RE-500—SD" ADHESIVE. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED RECOMMENDATIONS, AND ESR REPORT ESR -2322. SPECIAL INSPECTION PER THE 2015 INTERNATIONAL BUILDING CODE (IBC) SECTIONS 1704 AND 1705 IS REQUIRED FOR ANCHOR BOLT INSTALLATION. INSPECTION REPORT TO VERIFY: A. ANCHOR TYPE AND DIMENSIONS. B. CONCRETE TYPE AND COMPRESSIVE STRENGTH C. HOLE DIMENSIONS AND CLEANING PROCEDURES D. ANCHOR SPACING AND EMBEDMENT, EDGE DISTANCES, CONCRETE THICKNESS, AND TIGHTENING TORQUE. CO\STUCTIO\ NOTES LAG AGFM PLYCUTTER AND ANCILLARY EQUIPMENT. INSTALL OWNER FURNISHED E—STOP PEDESTAL. PROVIDE NEW DUCT SUPPORT FOR 8" DUCT FROM VACUUM PUMP. SEE DETAIL 2 ON DRAWING S703. INSTALL RELOCATED 4"0 BOLLARDS. SEE DETAIL 6/S702. PROVIDE AND INSTALL NEW 20" WIDE CLEAR UTILITIES TRENCHES WITH H-20 RATED COVERS PER DETAILS A, B, C & D ON DRAWING S702. INSTALL RELOCATED 10'-0" DUCT SUPPORT STAND. FIELD ADJUST DUCT SUPPORT LOCATION PER MECHAN. AL.--&_ARG1"#--R ¢ 1RC TENTS. COORDI CT®� Cft O APPROVED REC IV FIRST FLOOR SLAB PLAN AUG 17 2017 City of Tukwila BUILDING DIVISION CURRENT REVISION 25257-12 SYMBOL A • WILA JUL 072017 PERMIT CENTER DATE 05.01.17 10.17.12 10.17.12 T>TE RELOCATE PLYCUTTER & INSTALL CTLM ff3 - PHASE II BUILDING 9-101.1 STRUCTURAL MASTER COL. W -Z/22-23 DEV. CENTER, WA SHEET 1S96 JOB NO. 16262 COMP NO. DWG NO. 9-101.1-1S96 EXIST FLOOR SLAB SYM 3'—O" SAW CUT 8" —8" " A A O L II_I=11 '1��11 0 11 4' O =111111-111,:=1 i SYMM 15" TSE 4 COVER PLATE 3/4" 5 S702 1/2" ATR (OR #4 REBAR)x 3 1/2" EMBEDMENT x 3" PROJECTION @ 18" O.C. HILTI "HIT—RE-500—SD" ADHESIVE PER MANUF'RS INSTRUCTIONS (ESR -2322) �—#4 BAR (CONT) B—LINE B52x1'-4" W/ (2) 3/8"0 HILTI "KBTZ" (2" EMBEDMENT) CH SECTION A SCALE: 1" = 1'-0" 8"0 DUCT 1 S9 LS702 HSS3x3x1/4x3'-0" 3/16 1 1 1 EXISTI HSS3x3x 1 /4 BASE PL 1/2" x 9" x 0'-9" W/ (4) 1/2"0 HILTI "KB—TZ" EXPANSION ANCHORS PER MANUFACTURER'S INSTRUCTIONS. 3 1/4" MINIMUM CONCRETE EMBEDMENT (ESR -1917) \G DUCT SUPP SCALE: 1" = 1'-0" �T n 1S96 S702 V V , Yi/ ,,. 3" TYP t 1'-7 3/4" 3/4"0 HOLE ____7 PL 3/4" GRADE (Fy) = 50 ksi APPLY EPDXY COATING ON ALL COVERS TYP COVES PLATE SCALE: 1" = 1'-0" REVISION BY APPROVED 1S96 S702 DATE SYM M REMOVE EXIST STUDS AS REQ'D LiJ 00 4 4 4\ n d 1/2" ATR (OR #4 REBAR)x 3 1/2" EMBEDMENT x 3" PROJECTION @ 18" 0.C. HILTI "HIT—RE-500—SD" ADHESIVE PER MANUF'RS INSTRUCTIONS (ESR -2322) RELOCATED BOLLARD W/ (4) 5/8"0 HILTI "KB—TZ" EXPANSION ANCHORS PER MANUFACTURER'S INSTRUCTIONS. 5" MINIMUM CONCRETE EMBEDMENT (ESR -1917) REVISION 15" TRE A STIFFENER L3x3x1/4 EXIST FLOOR SLAB 4 a 4a A A 4 n Q 44. n • 4n a 4 4 4 O O O 4 O d n a n a S n \CH SECTION SCALE: 1" = 1'-0" EXISTING UTILITY TRENCH rE)) 1S96 S702 RELOCATED EMRG STOP PEDESTAL W/ (2) 3/81'0 HILTI "KB—TZ" EXPANSION ANCHORS PER MANUFACTURER'S INSTRUCTIONS. 3" MINIMUM CONCRETE EMBEDMENT (ESR— 1917) EMERGENCY STOP PEDESTAL DETAIL SCALE: 1" = 1'-0" COVER PLATE 1 L 1 1S96 S702 FB 3/4"x1" (CONT) L 3"x3"x1/4" (CONT) & 1/2%4" HS @ 24" 0.C. TYPICAL EDGE DETAIL SCALE: 3" = 1'-0" BY APPROVED DATE RELOCATE PLYCUTTER & INSTALL CTLM #3 - PHASE II 25257-12 EISI S. CHO 05.01.17 EQ © 111 CO 3'-0" SAW CUT 8„ —8" 8„ SYMM CO � � n I 17.r ----411W.:1111 ifil., �11(7I,T I, d A d 4 #4 @ 12" O.C. 8" TRENCH SECTION 1 -III Ili,��lll COVER PLATE 3/4" (/-t7) S702 1/2" ATR (OR #4 REBAR)x 3 1/2" EMBEDMENT x 3" PROJECTION @ 18" 0.C. ,11I -III-111; I I � » » HILTI HIT—RE-500—SD _III= ADHESIVE PER MANUF'RS I1 INSTRUCTIONS (ESR -2322) �—#4 BAR (CONT) B—LINE B52x1'-4" W/ (2) 3/8"0 HILTI "KBTZ" (2" EMBEDMENT) SCALE: 1" = 1'-0" PLYCUTTER RELOCATED CART STOP W/ (4) 3/4"95 HILTI "KB—TZ" EXPANSION ANCHORS PER MANUFACTURER'S INSTRUCTIONS. 6" MINIMUM CONCRETE EMBEDMENT (ESR -1917) CAST STOP DETAIL SCALE: 1" = 1'—O" S702 eLmmezmr I � 1 iS93 5702 OPTION: McMASTER—CARR 42" STEEL BOLLARD MODEL #57895T19 OL (—(75) 1S96 S702 >3/16 V MD DETAIL 4 a 4 REMOVE EXIST STUDS AS REQ'D LiJ v 1/2" ATR (OR #4 REBAR)x 3 1/2" EMBEDMENT x 3" PROJECTION @ 18" 0.C. HILTI "HIT—RE-500—SD" ADHESIVE PER MANUF'RS INSTRUCTIONS (ESR -2322) CAP PL 1/4" X 4'10 4"0 SCH 40 PIPE PAINT SAFETY YELLOW .1 3/16 / STIFFENER L3x3x1 /4 a n n a 8" TRENCH SECTION A' a 4 a 4 O A 4 n EXISTING UTILITY TRENCH SCALE: 1" = 1'-0" BASE PL 1/2" X 9" X 0'-9" W/ (4) 5/8"0 HILTI "KB—TZ" EXPANSION ANCHORS (ESR -1917) 5" MINIMUM EMBEDMENT 1 1/2" 6" ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED SCALE: 1" = 1'-0" 05.01.17 DRAWN DATE N. WALTON - EISI 02.07.14 CHECKED D. CONDIT - EISI ENGINEER D. CONDIT - EISI CHECKED APPROVED APPROVED 02.07.14 02.07.14 SUBTITLE TITLE 1S96 S702 4 a bri MISCELLANEOUS DETAILS CO \ST UCTION (�1 1S96 5702 NOTES DO NOT CUT EXISTING ANGLE FRAME WHEN REMOVING CONCRETE & STUD OR WHEN INSTALLING STIFFENER. FEB 19 2018 0 1 9 RELOCATE PLYCU I I LR & INSTALL CTLM #3 — PHASE II STRUCTURAL MASTER BUILDING 09-101 COL REVIEWED FOR CODE COMPLIANCE APPROVED AUG 172017 City of Tukwila BUILDING DIVISION DEV. CENTER, WA CURRENT REVISION 25257-12 RECEIVED CITY OF TUKWILA JUL 072017 PERMIT CENTER SYMBOL° SIG DATE 05.01.17 SHEET S702 JOB NO. 22279-10 COMP NO. DWG NO. 09-101—S702 12'-O" 1'-6" 2'-8 7/8" REVISION BY cos/ 8"0 VACUUM EXHAUST / DUCT W/ 1" INSULATION 3/4HP EF P_AN: VACUUM EXHAUST DUCT SUPPORT rm SCALE: 1/2" = 1'-0" 1S96IS703 8"0 VACUUM EXHAUST DUCT W/ 1" INSULATION APPROVED DATE SYM S703 SECTION SCALE: 1/2" = 1'-0" REVISION 0) 11 S703 APPROVED EXISTING SUPPORT DATE RELOCATE PLYCUTTER & INSTALL CTLM #3 — PHASE II 25257-12 EISI S. CHO 05.01.17 leA\ S703 2" WELD AT ENDS, TYP. gi_mt,E7mr," 3/16 " 2-6 8"0 DUCT B -LINE B22 STRUT X 1'-6" (1 5/8" X 1 5/8"X 12 GA) HSS 3X3X 1/4 X 1'-8" 3/16 PL 1/2" X 9" X O'-9" HSS 3X3X 1/4 (4) 1/2"0 HILTI "KB -TZ" EXPANSION ANCHORS, W/ 3 1/4" MINIMUM EMBEDMENT. INSTALL PER MANUFACTURERS INSTRUCTIONS (ESR -1917) SPECIAL INSPECTION PER 2015 IBC SECTION 1705 REQUIRED. DUCT SUPPORT SCALE: 1/2" = 1 -0" ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED PROVED BY DEPT. DATE DRAWN EISI CHECKED �2 1S96IS703 DATE SUBTITLE 02.21.17 Q STRUCTURAL DETAILS GENERAL \OTES CO \STRUCTION NOTES COORDINATE WITH MECHANICAL TO LOCATE DUCT AND SUPPORTS. FIELD ADJUST AS NECESSARY. REVIEWED FOR CODE COMPLIANCE APPROVED AUG 17 2017 City of Tukwila BUILDING DIVISION CURRENT REVISION 25257-12 RECEIVED CITY OF TUKWILA JUL 072017 PERMIT CENTER SYMBOL DATE ORIG 05.01.17 ENGINEER CHECKED APPROVED APPROVED TITLE RELOCATE PLYCUTTER & INSTALL CTLM ##3 - PHASE II STRUCTURAL MASTER BUILDING 09-101 COL S -W/22-23 DEV. CENTER, WA SHEET S703 JOB NO. 25257-12 COMP NO. DWG NO. 09-101-S703 o' 0 \ 0I 0 1'-6" 2'-8 7/8" REVISION BY cos/ 8"0 VACUUM EXHAUST / DUCT W/ 1" INSULATION 3/4HP EF P_AN: VACUUM EXHAUST DUCT SUPPORT rm SCALE: 1/2" = 1'-0" 1S96IS703 8"0 VACUUM EXHAUST DUCT W/ 1" INSULATION APPROVED DATE SYM S703 SECTION SCALE: 1/2" = 1'-0" REVISION 0) 11 S703 APPROVED EXISTING SUPPORT DATE RELOCATE PLYCUTTER & INSTALL CTLM #3 — PHASE II 25257-12 EISI S. CHO 05.01.17 leA\ S703 2" WELD AT ENDS, TYP. gi_mt,E7mr," 3/16 " 2-6 8"0 DUCT B -LINE B22 STRUT X 1'-6" (1 5/8" X 1 5/8"X 12 GA) HSS 3X3X 1/4 X 1'-8" 3/16 PL 1/2" X 9" X O'-9" HSS 3X3X 1/4 (4) 1/2"0 HILTI "KB -TZ" EXPANSION ANCHORS, W/ 3 1/4" MINIMUM EMBEDMENT. INSTALL PER MANUFACTURERS INSTRUCTIONS (ESR -1917) SPECIAL INSPECTION PER 2015 IBC SECTION 1705 REQUIRED. DUCT SUPPORT SCALE: 1/2" = 1 -0" ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED PROVED BY DEPT. DATE DRAWN EISI CHECKED �2 1S96IS703 DATE SUBTITLE 02.21.17 Q STRUCTURAL DETAILS GENERAL \OTES CO \STRUCTION NOTES COORDINATE WITH MECHANICAL TO LOCATE DUCT AND SUPPORTS. FIELD ADJUST AS NECESSARY. REVIEWED FOR CODE COMPLIANCE APPROVED AUG 17 2017 City of Tukwila BUILDING DIVISION CURRENT REVISION 25257-12 RECEIVED CITY OF TUKWILA JUL 072017 PERMIT CENTER SYMBOL DATE ORIG 05.01.17 ENGINEER CHECKED APPROVED APPROVED TITLE RELOCATE PLYCUTTER & INSTALL CTLM ##3 - PHASE II STRUCTURAL MASTER BUILDING 09-101 COL S -W/22-23 DEV. CENTER, WA SHEET S703 JOB NO. 25257-12 COMP NO. DWG NO. 09-101-S703 LEGEND GENERAL 1Y'VAC FOR CONTINUATION SEE SHEET 1M143 UTILITY HATCH TILITY 2"VAC DN, FOR CONT SEE 1 M 148 1"A DN, FOR CONT SEE 1M148 COMPREESED AIR PROCESS VACUUM DUPLEX PROCESS VACUUM OUTLET DUPLEX COMPRESSED AIR OUTLET \OTES AMERICAN GFM: VACUUM UNIT MODEL #: SB1100D; SERIAL #: 6315 MFG. DATE: 2010. SUPPLY: VOLTS: 480AC 3 PHASE 60HZ AGFM DRAWING #: MA.6315 FOR HOUSE KEEPING VAC. & DUST COLLECTION SEE FIRST FLOOR PLAN, 9-101-1M396 1. FOR HOUSE KEEPING VAC. & DUST COLLECTION SEE FIRST FLOOR PLAN, 9-101-1 M396 1Y"x1" REDUCER TRENCH BELOW (TYPICAL) THAW< ROOM 11Y22 COMPRESSED AIR AND PROCESS VACUUM PIPING SYSTEMS: INSTALLATION OF COMPRESSED AIR AND PROCESS VACUUM PIPING SYSTEMS SHALL BE IN ACCORDANCE WITH FACILITIES MECHANICAL STANDARD D38106-20 USING THE FOLLOWING DEVELOPMENTAL CENTER SITE—SPECIFIC PREFERENCES: UTILITY HATCH 0 -.),Ty, 1M14o XXXX 2"VAC 2"A UTILITY HATCH 3/8" VACUUM QUICK COUP ER QC6-D-6PM (TYP) INSPECTION STATION 1 1/2" (TYP) UTILI PIPE: ASTM B-88 SEAMLESS COPPER, TYPE L, HARD DRAWN. FITTINGS: 2" AND SMALLER: WROUGHT OR CAST COPPER PROPRESS SOCKET FITTINGS. BRAZED JOINTS BELOW GROUND. VALVES: 2" AND SMALLER: BRONZE TWO—PIECE BALL VALVE, THREADED END. APOLLO 70-100. PROVIDE WITH THREADED ADAPTER FITTINGS. 2-1/2" AND LARGER: ELASTOMER—LINED LUGGED BUTTERFLY VALVE. FURNISH WITH 125# COPPER FLANGE ADAPTERS. DEMCO 211xx 3. TESTING OF NEW COMPRESSED AIR PIPING SHALL USE COMPRESSED AIR OR NITROGEN AT 150 PSIG FOR 1 HOUR. NITROGEN AT 150 PSIG FOR 1 HOUR. THERE SHALL BE NO LOSS IN PRESSURE. CHECK EACH JOINT WITH SOAPY WATER. LEAK TESTING OF PROCESS VACUUM PIPING SHALL USE PLANT VACUUM AND HOLD THE VACUUM FOR 1 HOUR. THERE SHALL BE NO LOSS IN VACUUM. CHECK EACH JOINT WITH PLASTIC WRAP FOR LEAKS. 4. FOR LEGEND AND ABBREVIATIONS, REFER TO SHEETS M1 AND M1A. PLY CPRRIER 2 INSPECTII?J STATION 2 FIRST FLOOR PLAN CONST�UCTIO\ \OTES CONNECT SALVAGED 8" PVC VACUUM PIPING TO THE TEE ON THE RELOCATED VACUUM UNIT AND ROUTE DOWN INTO TRENCH. MODIFY TRENCH COVER AS REQUIRED. SEE DRAWING TNM145 FOR CONTINUATION. INSTALL SALVAGED 1/2" COMPRESSED AIR AND 8" VACUUM PIPING UNDERNEATH THE PLYCUTTER AND CONNECT TO THE PLYCUTTER. COORDINATE FINAL CONNECTION LOCATION AND PROVIDE ADDITIONAL PIPING AS REQUIRED. ROUTE SALVAGED 8" EXHAUST DUCT FROM RELOCATED VACUUM UNIT OVER AND THROUGH THE WALL. PROVIDE ADDITIONAL TO MATCH EXISTING AND MODIFY SALVAGED DUCTING AND INSULATION TO SUIT THE NEW LOCATION. ROUTE EXHAUST BELOW THE EXISTING ELECTRICAL CONDUIT ROUTED ALONG THE WALL (113" ABOVE FLOOR). REPLACE 36" OF DUCT AT THE TERMINATION AT THE WALL WITH 316 STAINLESS STEEL, SUCH THAT ONLY STAINLESS DUCT PENETRATES THE WALL. PROVIDE STAINLESS STEEL BIRD SCREEN AT THE POINT OF DISCHARGE. SEE WALL PENETRATION DETAIL ON A605. COORDINATE WITH ARCHITECTURAL FOR WALL PENETRATION. 'EFERE\CE DAWI\GS 9-101-TNM146 TUNNEL PARTIAL PIPING/PLUMBING PLAN 9-101-1M396 DUST COLLECTION FIRST FLOOR PLAN 90% DESIGN REVIEW FEB 1.9 2010 REVIEWED FOR CODE COMPLIANCE APPROVED REVISION ADD POWER, AIR & VACUUM ADD UTILITIES AND LIGHTS RELOCATE SEALAUNCH J#546111-00 J#546775-00 11670978 BY APPROVED DATE C. HARRAH RWS 06.13.04 M.WONG RWS 12.06.04 M.WONG RWS 03.29.11 WH GV 04.01.13 REVISION E DC FREEZER ADDTION DC FREEZER ADDITION - RECORD DRAWING RELOCATE (2) XTSB TABLES J#16262 J#16262 W4346634 RELOCATE PLYCUTTER & INSTALL CTLM #3 - PHASE II 25257-12 M.WONG APPROVED DATE MBL 04.12.13 MBL 05.07.14 04.19.16 M. WONG 04.12.17 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED 9-101.1 KEY PLAN AUG 17 2017 SCALE: N.T.S. 8 4 0 4 8 -F�---111111111■ PERMIT CENTER SCALE: 1/8" = 1'-0" DRAWN C. HARRAH CHECKED ENGINEER CHECKED APPROVED 1ST FLOOR PIPING PLAN CURRENT REVISION 25257-12 SYMBOL 04.12.17 RELOCATE PLYCUTTER & INSTALL CTLM #3 — PHASE II BUILDING 9-101.1 COL. W—Z/22-23 APPROVED MECHANICAL MASTER JOB NO. J#546111 COMP NO. 9-101-1M146 SYM 2" VAC II 2" COPPER I" RISER FROM 2" MAI SEE DWG. 109-IOIB-4738 M -I FOR VAC & COMP. AIR CONTROLLER - 1 " VACUUM -- 1)i" VACUUM CONNECT TO 2" 2" CA I -I/2" VACUUM I/2" COMPRESSED AIR 414 -"-`''--TO TAPE D I SP . MAC FOR CONT. SEE DWG. 9-101-IM146 SUPPORT FOR POWER & COMP. AIR STATION 3/8"A (1) 3/8"VAC(-1), 11 TNM146 TNM502 2" VAC II 2" CA (3/4» CW 2" VAC 11 2" CA /34" CW C3/8"A (1) � (SIMILAR) 3/8'VAC (i)JTNM146 TNM502 0 UTILI (TYP TNM146 TNM50 THAW ROOM 1 1Y22 TNM146 TNM502 (SIMILAR) 02 (SIMILAR) 3/8"A (1) 3/8"VAC (1) ) (SIMILAR) TNM146 TNM502 INSPECTION STATION 1 111 1:3I =nmemaaii�%r�l rx� 2" CW UP W/HOSE BIB & VAC BREAKER i LY CARRIER I SZ 1Z LY CARRIER 2 1)c BALL VALVE ABOVE TRENCH PLATE 1" CW 0 I" VAC INSP9 TION STATION 2 I „--8” .--8" SD UP REVISION BY APPROVED DATE SYM REVISION --TO 10" SD 5'-0" BELOW F.F. SEE DWG C-3 FOR CONTINUATION BY APPROVED DATE ADD POWER, AIR HK VACUUM J#546111-00 C.HARRAH RWS 06.08.04 D Flipper Tool Vac Supply W016154470 RDS RDS 5-8-14 B RELOCATE DEV -TEST - IFC WH_11047.006 WH JDM 06.23.11 E RELOCATE PLYCUTTER & INSTALL CTLM #3 - PHASE 11 25257-12 EISI M. WONG 04.12.17 C REDLINES CDO7 11047.006 NC WH GV 09.05.12 A ADC WH GV 04.01.13 RECORD SET Q�BOE/NG SEC Dr b Mi -46 FOR CONTINUATION (TYPICAL) ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE WN CHUCK HARRAH CHECKED ENGINEER CHECKED DATE 6.8.04 LEGE D A CW D G HW PW IWP V RWL SAN VAC COMPRESSED AIR DOMESTIC COLD WATER DRAIN GAS DOMESTIC HOT WATER SUPPLY PROCESS WATER INDUSTRIAL WASTE PUMPED VENT RAIN WATER LEADER SANITARY WASTE PROCESS VACUUM GE\PAL � OTES REFERE \CE DRAWINGS TIFF 109 -101B -4607—M1 PLUMBING UNDERGROUND PLAN TIFF 109 -101B -4738—M1 PLUMBING UNDERGROUND PLAN 9-101—M313 CA & VAC. FLOW DIAGRAMS 9-101—TNM143 TUNNEL PARTIAL PIPING/PLUMBING PLAN 9-101—TNM145 TUNNEL PARTIAL PIPING/PLUMBING PLAN 9-101-1M146 1ST FLOOR PIPING PLAN CONSTRUCTIO\ \OTES ROUTE SALVAGED 8" PVC VACUUM PIPING IN TRENCH. CONNECT 1/2" CA TO EXISTING 2" CA IN TRENCH ALONG COLUMN LINE T. PROVIDE ISOLATION VALVE ON BRANCH PIPE. ROUTE PIPE UP AND THROUGH TRENCH COVER. NOTCH TRENCH COVER AS REQUIRED. ROUTE 8" PVC AND 1/2" CA FROM THE TRENCH ALONG COLUMN LINE T, THOUGH THE NEW TRENCH AND UP TO THE PLYCUTTER. FEB.1.9 USS t� o ` 0 2CIiILA JUL 0 7 2011 SUBTITLE PERMIT CENTER ® TNM110 TNM111 TNM112 TNM113 TNM114 TNM115 TNM116 TNM117 TNM118 TNM119 TNM120 TNM121 TNM122 TNM123 TNM124 TNM125 TNM126 TNM127 TNM128 EVIEWED F DE COMPLIANUE APPROVED AUG 17 2017 TNM129 TNM130 TNM135 TNM140 TNM131 TNM136 TNM141 TNM132 TNM137 TNM142 TNM136 TNM143 TNM144 TNM145 City of Tuk dila ILDING Di\ St PARTIAL TUNNEL #14 PIPING/PLUMBING PLAN 16' CURRENT REVISION 25257-12 SYMBOL DATE 04.12.17 APPROVED APPROVED TITLE RELOCATE PLYCUTTER & INSTALL CTLM #3 — PHASE II MECHANICAL MASTER BUILDING 9-101.1 COL. W -Z/22-23 DEV. CENTER, WA SHEET TNMI46 JOB NO. W016154470 COMP NO. DWG NO. 09-101—TNM146 CV SAMPAIRR: 04/03/14 SEE DWG. 1 E88 FOR CONTINUATION SEE DWG. 1E88 FOR CONTINUATION TT 3/4"R. 4#12 SEE DWG. 1E88 FOR CONTINUATION LEGE\D I 15A, 125V, 1 PHASE, DUPLEX RECEPTACLE 2OA 20A, 125V, 1 PHASE DUPLEX RECEPTACLE (DED 15A, 125V, 1 PHASE DUPLEX RECEPTACLE (DEDICATED) : 15A, 125V, 1 PHASE, DUPLEX RECEPTACLE DROP 1125-30 30A, 125V, 1 PHASE, TWISTLOCK RECEPTACLE 13* 15A, 125V, 1 PHASE, 4-PLEX RECEPTACLE r030A 30A, 120/208V, 3 PHASE RECEPTACLE 15A, 125V, 1 PHASE, 4-PLEX POWER POLE El DATA POLE SINGLE POLE TOGGLE SWITCH 120/208V DISTRIBUTION PANEL El TRANSFORMER, CAPACITY, PHASE & VOLTAGE AS SHOWN Du xx/NF DISCONNECT SWITCH, NON-FUSED, XX AMPERES El MOTOR STARTER, MAGNETIC I ' MOTOR STARTER, MAGNETIC W/ DISCONNECT SWITCH MOTOR STARTER, MANUAL 115V MOTOR (SIZE AS NOTED) 208 OR 230V MOTOR (SIZE AS NOTED) TUNNEL C 1 1 /4"C.O. w/ PULL STRING J Cimai ,I o- 68b L655a, �,, •, � � ��� 3/4"C, �. ' 12, f 1—#12G�,',-�Loa; :14:- NORTH WALL AT X.5/19 LB75a,c, DEAD CONTROL PANEL TUNNEL D VI? 4XFiR -- r 11111:68 --- EXIS1taG6#4/0 BARE COPPPER SEE DWG 109-1018-2001—E9 cNETWORK CABINET LD48c LD77a LD1 0 DEAD TRENCH 2#I0 ASSEM3LY AREA 400K CLEAN ROOM GENERAL NOTES: 1. CONDUIT SHOWN SHALL BE 1/2" EMT UNLESS OTHERWISE NOTED. 2. CONDUCTORS SHOWN: #12 AWG, STRANDED COPPER, INSULATION TYPE THHN/THWN, UNLESS OTHERWISE NOTED. 3. COLOR CODE CONDUCTORS: IDENTIFY CONDUCTORS WHICH DO NOT HAVE APPROPRIATELY COLORED INSULATION WITH COLOR TAPE WHEREVER CONDUCTORS ARE ACCESSIBLE. IDENTIFY INSULATED GROUND CONDUCTORS PER NEC 250-57(b) EXCEPTION #1,b OR c (USING TAPE). COLOR CODE AS FOLLOWS: 208Y/120V 480Y/277V A 0 (LEFT BUS IN PNL) BLACK BROWN B (CENTER BUS IN PNL) RED ORANGE C (RIGHT BUS IN PNL) BLUE YELLOW NEUTRAL WHITE GRAY EQUIPMENT GROUND GREEN GREEN ISOLATED GROUND GRN/YEL* GRN/YEL* *GREEN WITH YELLOW TRACER 4. DYMO LABEL EACH RECEPTACLE, JUNCTION/OUTLET BOX AND SWITCH WITH CIRCUIT .IDENTIFICATION. 5. POST NEW OR REVISED PANEL SCHEDULES UPON COMPLETION OF JOB. 6. IDENTIFY PANELS WITH LAMINATED PHENOLIC NAMEPLATES AS DETAILED. 7. RETURN REDLINE MARKUP DRAWINGS TO ENGINEERING UPON COMPLETION OF JOB. EFEE\lCE DRAWINGS: 9-101-1E96 9-101-1E43 9-101-1E511 4 9-101-1E88 FOR TUNNEL SERVICE SEE 9-101—TNE93 LD48b LD77b LD46ab DEAD 3/4",#IO UCTI01\ NOTES PROVIDE NEW CHANNEL SUPPORT STAND, J—BOX, 4—PLEX OUTLET AND INSTALL WHERE SHOWN. ROUTE CONDUIT/WIRE TO NEW OUTLET AS SHOWN. PROVIDE CONDUIT/WIRE AND ROUTE UNDER MACHINE AS SHOWN. c -----TO BUS PLUG LD48 ON SOUTH WALL 3 4" 3#I0 TO BUS PLUG LD77 ON SOUTH WALL 3 4" 3#I0 BUS ON S LUG LD46 UTH WALL PLAN 1/8- = 1'-O" T h i l,cV 1E60 1E61 1E62 1E63 1E64 1E65 1E66 1E67 1E68 1E69 1E70 1E71 1E72 1E73 1E74 1E75 1E76 1E77 1E78 1E79 1E80 1E81 1E82 1E83 1E84 1E85 1E86 1E87 1E88 [I 1E89 1E90 1E91 1E92/1E93 1E94 1E95 1E96 FEB 19 20111 REVISION APPROVED REVISION APPROVED F RELOCATE DEV -TEST IFC WH_11047.006 VAVREK 06.22.11 K AS BUILT 14210870 VAVREK VAVREK 10.08.13 PICKED UP REDLINES 12.19.11 H INSTALL SYSTEMS FURNITURE 12876958 ESBROOK VAVREK 02.28.12 WORKSTATION RELOCATION - 90% 10.12.12 L REMOVE CTLM#12 GANTRY, PILLERS, ETC M ADC OPF AT 9-101 W1832481 10.15.13 W3266018 VAVREK 03.06.15 N RELOCATE PLYCUTTER & INSTALL CTLM #3 - PHASE H 25257-12 05.01.17 BOE/NG° r�- ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DRAWN AISAKA CHECKED DATE 5/14/96 SUBTITLE 04.01.13 ENGINEER AISAKA CH EKED JV MEHTA A PR E JV/MEHTA APPROVED 5/14/96 7/23/96 7/23/96 120V/208Y POWER PLAN CURRENT REVISION 25257-12 SYMBOL 05.01.17 RELOCATE PLYCUTTER & INSTALL CTLM #3 - PHASE II BUILDING 9-101 COL. W -Z/21-22 DEV. CENTER, WA ELECTRICAL MASTER JOB NO. DWG NO. COMP NO. 9-101-1E93 LEGE\D LD48a LD28a,b & c DEAD ENDED 15A, 125V, 1 PHASE, DUPLEX RECEPTACLE 20A, 125V, 1 PHASE DUPLEX RECEPTACLE 15A, 125V, 1 PHASE DUPLEX RECEPTACLE (DEDICATED) 15A, 125V, 1 PHASE, DUPLEX RECEPTACLE DROP 30A, 125V, 1 PHASE, TWISTLOCK RECEPTACLE 15A, 125V, 1 PHASE, 4—PLEX RECEPTACLE 30A, 208V, 1 PHASE RECEPTACLE, 12620 15A, 125V, 1 PHASE, 4—PLEX POWER POLE DATA POLE SINGLE POLE TOGGLE SWITCH 120/208V DISTRIBUTION PANEL TRANSFORMER, CAPACITY, PHASE & VOLTAGE AS SHOWN DISCONNECT SWITCH, NON—FUSED, XX AMPERES MOTOR STARTER, MAGNETIC MOTOR STARTER, MAGNETIC W/ DISCONNECT SWITCH MOTOR STARTER, MANUAL 115V MOTOR (SIZE AS NOTED) 208 OR 230V MOTOR (SIZE AS NOTED) (E) MACHINE/EQUIPMENT NUMBER x, y HORSEPOWER NEW TRENCH AL \OTES THAW ROO4 11Y22 LD47c 3/4",3#12 1/2" 4110 3/4" 2#I0 LD10■� TM • LDI05.t�■ LDI08abc (TYP) LDI13c LD105 ID103a,c NETWORK CABINET LD20/b LD47b LD45c rE 1_ l FLIPPER TOOL CONTROL 6b /4” 3#IO 3/4",6#10,#I2G 3/4" 6#I$ TO LDII3abc AUTOTRONICS 1/2" 3110 1. CONDUIT SHOWN SHALL BE 1/2" EMT UNLESS OTHERWISE NOTED. 2. CONDUCTORS SHOWN: #12 AWG, STRANDED COPPER, INSULATION TYPE THHN/THWN, UNLESS OTHERWISE NOTED. 3. COLOR CODE CONDUCTORS: IDENTIFY CONDUCTORS WHICH DO NOT HAVE APPROPRIATELY COLORED INSULATION WITH COLOR TAPE WHEREVER CONDUCTORS ARE ACCESSIBLE. IDENTIFY INSULATED GROUND CONDUCTORS PER NEC 250-57(b) EXCEPTION #1,b OR c (USING TAPE). COLOR CODE AS FOLLOWS: 208Y/120V 480Y/277V A 0 (LEFT BUS IN PNL) BLACK BROWN B 0 (CENTER BUS IN PNL) RED ORANGE C (RIGHT BUS IN PNL) BLUE YELLOW NEUTRAL WHITE GRAY EQUIPMENT GROUND GREEN GREEN ISOLATED GROUND GRN/YEL* GRN/YEL* *GREEN WITH YELLOW TRACER 4. DYMO LABEL EACH RECEPTACLE, JUNCTION/OUTLET BOX AND SWITCH WITH CIRCUIT IDENTIFICATION. 5. POST NEW OR REVISED PANEL SCHEDULES UPON COMPLETION OF JOB. 6. IDENTIFY PANELS WITH LAMINATED PHENOLIC NAMEPLATES AS DETAILED. 7. RETURN REDLINE MARKUP DRAWINGS TO ENGINEERING UPON COMPLETION OF JOB. LD45ab DEAD ENDED IN FLR CHASE REFERENCE DRAWINGS: LD47c (3)3/4' EMT 4110 3/4"C.O. VACUUMFOR 1 1 PLLYCUTTERI � II II CARRIER 1 3/4" 2#I: TO LDII0 T22-6/4 TRUSS LEVEL PLATFORM SEE DWG 1E79 & E5 LABELED "LD" 100 AMP PLUG-IN BUSWAY, 120/208V, 3 , 4 WIRE —� 9-101-1E96 9-101-1E43 9-101-1E511 9-101-1E88 FOR TUNNEL SERVICE SEE 9-1O1—TNE93 LD28a,b & c DEAD ENDED ON WEST WALL IN TRENCH 11 I0"x10"x6" 11 I `► 0 0 .""1,4""'"4„00 0o 11 1. o • • w ■ w ■VIM ■ ■ ■ 17 _ a I a 2 6,���!' 11111101111 _ ' �M�jJ',: DATA PANEL TO L) CONSTRUCTION NOTES: LD74b -1�11�1-_.AraiA� wimp gramit1 lig Airikumme= 1"IttalfAmriii LD11 (3)20A,IP WIRELESS ANTENNA CONTROL BOX 16"x20" LDII4 (3)20A,IP 3/4"C, 4,10, IN SLAB L0112 PROVIDE CONDUIT/WIRE AS SHOWN. CIRCUIT TO EXISTING DEAD—ENDED CKT LD87a. ROUTE CONDUIT/WIRE TO NEW 4—PLEX OUTLET. SEE 1E93. PROVIDE CONDUIT ONLY (WITH PULL STRING) AS SHOWN PER THE FOLLOWING: PLAN SCALE: 1/8" = 1.-0" 1E78 1E79 1E80 1E81 1E96% a) (4) 3/4" C.O. BETWEEN CONTROL CONSOLE AND CONTROL PANEL. b) (3) 1" C.O. BETWEEN CONTROL PANEL AND VACUUM PUMP CONTROL PANEL REVIEVVED C*' 1 1" C.O. BETWEEN CONTROL PANEL AND CODE COMPLIANCIE 61OX ON SOUTH WALL. APPROVED A ,7E " M P L ATION1 ONC.O. SOUTHFROWALLCONTROL AND INSTALLANELTO J—BOTHISX AT END OF R N. MOUNT J—BOX AT 8' E.CEIVED City of Tukwila CITY OF TUKWILA JUL 072017 PERMIT CENTER REVISION APPROVED REVISION W AS BUILT 14210870 VAVREK VAVREK 10.08.13 X REMOVE CTLM#12 GANTRY, PILLARS, ETC Y ZENITH AREA 1 — CLEAN ROOM Z ZENITH AREA 1 REMOVAL W1832481 10.15.13 16-306-22 VAVREK 10.17.13 15653180 VAVREK VAVREK 02.04.14 B RELOCATE PLYCUTTER & INSTALL CTLM 13 — PHASE II 25257-12 S REDLINES CD01 NC/OS NC 05.01.17 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED 11047.006 12.19.11 T INSTALL SYSTEMS FKURNITURE 12876958 ESBROOK VAVREK 02.28.12 M.R71:MW APPROVED BY U UTILITY RELOC FOR DC FREEZER — 90% 10.26.12 A INSTALL (6) STATIONS W/PWR & NETWK W2807033 VAVREK VAVEK 06.05.14 04.01.13 DRAWN D. CHESTERFIELD CHECKED ENGINEER KEN DARCY ' C APPROVED APPROVED NAREN MEHTA 10 13 94 120V/208Y POWER PLAN CURRENT REVISION 25257-12 SYMBOL DATE 05.01.17 RELOCATE PLYCUTTER & INSTALL CTLM #3 — PHASE II BUILDING 9-101 JOB NO. 10/17/94 ELECTRICAL MASTER COL. W -Z/22-23 DEV. CENTER, WA DWG NO. 54677500 9-101-1E96 COMP NO. LEGE\D 3/4"C, 3#10,#10G HE48 30/NF (BATT CHARGER) L1,4;1 (BATT CHARGER) 480 VOLT DROP -3 -WIRE, 4 -POLE CROUSE HINDS TYPE APR, XX APMERES. 480 VOLT RECEPT., 3 -WIRE, 4 -POLE, CROUSE HINDS, TYPE ARE, XX AMPERES. J -BOX 480/277V DISTRIBUTION PANEL TRANSFORMER, CAPACITY, PHASE & VOLTAGE AS SHOWN �-- GROUND NEW TRENCH 11 VACUUM PUMP 7.5HP D XX/NJ e 480V 3 PHASE MOTOR MOTOR STARTER, MAGNETIC MOTOR STARTER, MAGNET* DISCONNECT SWITCH MOTOR STARTER, MANUAL DISCONNECT SWITCH, NON-FUSED, XX AMPERES MACHINE/EQUIPMENT NUMBER X, Y HORSEPOWER THAW ROOM 11Y22 1Ri HEATER GE\PAL NOTES 3/4"C, 3#104100 3/4"C, 3#124120 3/4"C, 3#10,#10G 1X23/3 MBLY AREA 400 CLEAN ROOM HE49N HE48 1E146 E142 — 2"C, 3#2/0 DEAD ENDED NEW TRENCH HD26 DEA ENDED,' 3#2, #6G--4 1-1/2"R, 3—#2, 1—#80 FROM HE4 1.) ALL CONDUIT TO BE 1/2" EMT UNLESS OTHERWISE NOTED. 2.) ALL WIRE TO BE #12 THWN UNLESS OTHERWISE NOTED. 3.) THE FOLLOWING COLOR CODING OF CONDUCTORS SHALL BE OBSERVED ON ALL CIRCUITS 600 VOLTS OR LESS. 120/208V 277/480V "A" PHASE (LEFT BUS IN PANEL) BLACK BROWN "B" PHASE (CENTER BUS IN PANEL) RED ORANGE "C" PHASE (RIGHT BUS IN PANEL) BLUE YELLOW NEUTRAL WHITE GRAY EQUIPMENT GROUND GREEN 4.) LARGE SIZE CONDUCTORS WHICH DO NOT HAVE COLORED JACKETS SHALL BE IDENTIFIED WHEREVER VISIBLE BY APPROPRIATELY COLORED TAPE. 5.) ALL UNUSED CONDUIT AND WIRE TO BE REMOVED BACK TO SOURCE. INCLUDING PLUG-IN CIRCUIT BREAKERS ON BUSWAY. 6.) FEEDERS TO PANELS AND BUSWAYS SHOWN ON SHEETS E2 AND E3. 7.) DYMO LABEL ALL RECEPTACLES, JUNCTION BOXES, SWITCHES, ETC., WITH CIRCUIT IDENTIFICATION. 8.) INSTALL REVISED PANEL SCHEDULES UPON COMPLETION OF JOB. VACUUM FOR GEM PLYCU TTER 2"R, 3—#2/0, 1—#6G FROM HE5 INSPECTION STATION 1 i CARRIER l G.E. ARMOR -CLAD 800 AMP PLUG-IN BUSWAY, 480/277V, 3, 4W, 1/2 N CONSTUCTION \OTES 3/4"C, 3#10,#10G TO VERTICAL LIFT DOOR AT COL Z20. SEE 1E143 BUS DUCT "HE" GE, 3 ph, 3 wire EAST WALL IN RENC 10'x 0'x6 /4 ""J TO HD 8 & D3 GE ARMOUR CLAD BUSWAY 800A, 277/480V, 3PH, 4W, 1/2 NEUT. (2 TYP)-- 2"C, 3#4/0,/#2G I/4",3#2 HD17 I HD22 3/4"R EMPTY ----4I ''" STATION 2 HD25 HD26 I/4"C, 3#2,#2G HD4IHD42 60 30 HE17 60 60A EQUIPMENT WAS DISCONNECTED HE255 eg4 SPARE DISCONNECT SWITCH OFF POSITION 3/4"C,3#10,#10G\ 100/NF 1-1/2"C,3#2,#6G PNL IX23 ( 30" AFF(2 TYP) OT EMERG. PNL) 1/4"C, 3#2,#6G 1E146 E142 CONDUIT IN WALL CONDUIT IN WALL PULLBOX @ 40" AFF 2"R, 3—#2/0, 1—#6G FROM HE5 -1-1/2"R, 3—#2, 1—#8G FROM HE4 NORTH BLADE FORMER SOUTH BLADE FORME 1-1/2"C,3#4,#80 INSTALL 100A, 480V DISCONNECT Sc SUPPORT STAND WHICH SERVED PLYCUTTER CONTROL CABINET AT PREVIOUS LOCATION. ROUTE CONDUIT/WIRE AS SHOWN FROM RELOCATED 100A BUS PLUG. TERMINATE CONDUIT/WIRE AT RELOCATED VACUUM UNIT ASSOCIATED WITH PLYCUTTER. RELOCATE EXISTING 100A BUS PLUG FROM SLOT HB24 TO LOCATION HE4 SHOWN. SEE 1 E45. ROUTE CONDUIT/WIRE FROM BUS PLUG OVER TO TRENCH AND VIA TRENCH TO DISCONNECT SERVING THE PLYCUTTER CONTROL PANEL. RELOCATE EXISTING 150A BUS PLUG FROM SLOT HB13 TO LOCATION HE5. SEE 1 E45. ROUTE CONDUIT/WIRE FROM BUS PLUG OVER TO RELOCATED WALL MOUNTED JUNCTION BOX AND 200A DISCONNECT. ROUTE CONDUIT/WIRE FROM DISCONNECT TO VACUUM CONTROL PANEL VIA EXISTING TRENCH. INSTALL RELOCATED JUNCTION BOX AND RELOCATED 200A/150A FUSED DISCONNECT AT THIS LOCATION. ROUTE CONDUIT/WIRE TO RELOCATED VACUUM UNIT SERVING PLYCUTTER VIA EXISTING TRENCH. 6. PROVIDE A COORDINATION AND ARC FLASH STUDY PERFORMED BY SIEMENS. ASSIST SIEMENS WITH FIELDING AND PLACEMENT OF LABELS AT ALL NEW AND RELOCATED EQUIPMENT INSTALLED. CONTACT: AL FRASER (425) 656-4389. FEB 1.92018 SCALE: 1/8" = 1'-0" REVIEWED FOR IE to IEI I I CODE ICE APPROVEDCOMPLIAPIE 16 IEI17 AUG 17 2017 1E112 1E113 1E114 1E115 1E11E 1E119 1E120 1E121 1E123 1E124 1E125 1E126 ity ofTukwila IEI LDING DIVISI 1E129 1E130 1E13 1E132 1E135 1E136 1E137 1E127 1E133 1E138 1E139 1E140 1E141 1E142 1E143 E144 1E145 1E148 9-101.1 KEY PLAN PERMIT CENTER REVISION APPROVED REVISION AUTO STRINGER W16160449 12.04.14 U AS BUILT 14210870 VAVREK REVISED AS BUILT 17211733 VAVREK VAVREK 01.20.15 RELOCATE PLYCUTTER & INSTALL CTLM #3 - PHASE 11 25257-12 DT & E CLEAN RM ELECTRICAL HOOKUPS 05.01.17 13030111 VAVREK VAVREK 04.10.12 V ZENITH AREA 1 - CLEAN ROOM W REMOVE ZENITH AREA 1 16306-22 15653180 VAVREK X RECORD DWG. - FREEZER ADDITION ADC WH MAS 04.01.13 Y STACKER CHARGING UNIT REMOVAL 16262 APPROVED DATE VAVREK 10.15.13 VAVREK 10.17.13 VAVREK 02.03.14 MAS 05.07.14 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DRAWN D CHESTERFIELD CHECKED ENGINEER CK D J VAVREK APPROVED SUBTITLE 277V/480Y POWER PLAN CURRENT REVISION 25257-12 SHEET SYMBOL N) 05.01.17 RELOCATE PLYCUTTER & INSTALL CTLM #3 — PHASE II W2952232 VAVREK VAVEK 08.29.14 APPROVED NAREN METHA 10/14/94 10/14/94 BUILDING 9-101 ELECTRICAL MASTER JOB NO. COMP NO. COL. W -Z/22-23 DEV. CENTER, WA DWG NO. 9-101-1E146 05.01.17 #4/0 BARE -- #4/0 BARE CU TO MAIN GROUND GRID/CABLE CHASE ALONG GRID 21.35 - TYP N.°11/ PLAN THAW ROOM 11Y22 INSPECTION STATION 1 INSPECTION STATION 2 SCALE: 1/8" = 1'-0" SYM REVISION A RELOCATE PLYCUTTER & INSTALL CTLM 113 - PHASE II 25257-12 BY EISI APPROVED DATE SYM REVISION BY APPROVED DATE D.O. 05.01.17 Q�BOE/NG d -- ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DEPT. DATE DRAWN 22.5 DATE CHECKED ENGINEER ECKED APPROVED APPROVED 05.01.17 LEGE D GENERAL NOTES 1. WHERE GROUND CABLE IS SUSCEPTIBLE TO DAMAGE, PROTECT IN RIGID CONDUIT. PROVIDE GROUNDING BUSHINGS AT OPEN ENDS OF CONDUIT. 2. ALL TAPS FROM MAIN 4/0 GROUND BUS TO BE 116 AWG UNLESS OTHERWISE NOTED. 3. ALL CONNECTIONS TO MAIN 4/0 GROUND BUS TO BE BY SPLIT BOLT CONNECTORS. 4. ALL GROUNDING MATERIAL TO BE COPPER. 5. APPLY ANTI -CORROSION COMPOUND (PENETROX OR EQUAL) TO ALL THREADS & FII IINGS. EFERENCES CONS-RUCT10\ NOTES PROVIDE 116 AWG (WITH GREEN INSULATION) FROM EXISTING #4/0 IN TRENCH TO PLYCUTTER CONTROL PANEL. BOND TO PANEL FRAME. TERMINATE GROUND LUG TO EQUIPMENT BASE. PROVIDE GROUND CONDUCTOR (116 AWG WITH GREEN INSULATION) FROM REMOTE MONITOR PANEL TO EXISTING GROUND BUS 04/0) IN TRENCH. PROVIDE 116 AWG (GREEN INSULATION) IN TO MOTOR FRAME/BASE. GROUND STAND WITH 1/6 AWG BARE CU. CONNECT TO #4/0 IN TRENCH WITH IRREVERSIBLE CONNECTOR. PROVIDE 116 AWG CU (GREEN INULATION) GROUND WIRE FOR PLY -CUTTER. CONNECT TO #4/0 IN TRENCH WITH IRREVERSIBLE CONNECTOR. CONNECT TO METAL FRAME OF MACHINE WITH RING CONNECTOR OR MECHANICAL LUGS. COIL 8'-0" GROUND WIRE FOR FUTURE USE. FEB .19 2010 " 0 2.."1° RECEIVED CITY OF TUKWILA JUL O l 2017 PERMIT CE (45'"( IE9A IE9B IE9C IE9D 1E9E I E9F I E9G IE9H I E9J IE9K I E9L I E9M IE9N IE9Q I E9R IE9S I E9T I E9U REVIE.IFORI E9N CODE C APPROVE IE9X IE93B IE9CC IE9Y IE9DD IE9Z IE9EE IE9AA IE9FF AUG 17 20 7 I E9C G IE9HH IE9JJ IE9KK IE9KK City of Tukwila BUILDING DIVISION IE LL IE9MM E9NIV //////. 9-101.1 KEY P LAN dr 1111) SCALE: NONE II, i�►' SUBTITLE TITLE GROUNDING PLAN RELOCATE PLYCUTTER & INSTALL CTLM #3 — PHASE II ELECTRICAL MASTER BUILDING 9-101 CURRENT REVISION 25257-12 SYMBOL DATE A 05.01.17 SHEET IE9NN JOB NO. 16306-22 COMP NO. COL. W -Z/22-23 DEV. CENTER, WA DWG ND. 9-101-1E9NN c' O VAVREKJ: 03/08/13