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Home My WebLink AboutPermit EL18-0707 - BOEING #9-101 - THERMOPLASTIC - ELECTRICAL FOR NEW THERMOPLASTIC PRESS MACHINEBOEING #9-101 - THERMOPLASTIC PRESS 9725 E MARGINAL WAY S BLDG 9-101 ELI 8-0707 Parcel No: Address: Project Name: 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://vww.Tuhvvi|aVVA.mov ELECTRICAL PERMIT 0003400018 Permit Number: 9725 E MARGINAL WAY S BLDG 9-101 Issue Date Permit Expires On: BOEING #9-101 - THERMOPLASTIC PRESS EL18-0707 9/25/2018 3/24/2019 Owner: Name: BOEING COMPANY THE Address: PO BOX 3707 M/C 20-59 PROPERTY TAX DEPT, SEATTLE, WA, 98124 Contact Person: Name: K4|CHELEAK8ATO Address: Contractor: Name: Address: License No: Lender: Name: Address: 15135 NE 92 ST , REDMOND, WA, 98052 SEQUOYAH ELECTRIC LLC (ELECTRICAL 15135 NE 92ND5T.REDMOND, WA, 98052-3519 SEQUOEL97759 ''' Phone: (425) 766-3094 Phone: (425) 814-6008 Expiration Date: 1/30/2019 DESCRIPTION OF WORK ELECTRICAL FOR NEW THERMOPLASTIC PRESS MACHINE 32344 BOEING - TUKWILA B09-101 Valuation of single family: 50.00 Valuation of mf/comm: $723,000.00 Type of Work: TENANT IMP Fees Collected: $10,467.12 Electrical Service Provided by: SEATTLE CITY LIGHT Water District: TUKVV|LA Sewer District: VALLEY VIEW,TUKWILA Current Codes adopted by the City ofTukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fu& Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-466: WA State Energy Code: 2017 2017 2017 2015 Permit Center Authorized Signature: 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 local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: " ,./` / !!f2/C--C Date: Print Name: r ! re_I-1e.(..z ArviA� 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: ***ELECTRICAL PERMIT CONDITIONS*** 2: A copy of the electrical work permit shall be posted or otherwise made readily accessible to the Electrical Inspector at each work site. 3: Approved plans shall be maintained at the construction site and shall be readily available to the Electrical Inspector. 4: All electrical work shall be in accordance with NFPA 70 - NEC, and requirements for electrical installations, Chapter 296-46B WAC and the Washington Cities Electrical Code. 5: When any portion of the electrical installation is to be hidden from view by permanent placement of parts of the building, such equipment shall not be concealed until it has been inspected and approved by the Electrical Inspector. 6: The issuance of an electrical work permit shall not be construed to be a permit for, or an approval of, any violation of the provisions of the electrical code or other ordinances of the jurisdiction. Permits or related documentation that presumes to grant this authority are therefore not valid. 7: Any change in the scope of work described by the electrical work permit shall require additional work permits. Where approved plans have been issued, revisions to the plans and additional review may be required. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 2100 ELECTRICAL FINAL 7003 ROUGH -IN ELECTRICAL 7002 SERVICE 7001 UNDERGROUND/SLAB CITY OF TUKWI Gunk Development Department Perot Center MO 5 -enter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA. gov Electrical Permit N Project No. Date Application Accepted. *� Date Application Expires: or of ase on. ELECTRICAL 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: Tenant Name: 9125 MAR-GIt 1Al- WAY 9-(4( Boeing King Co Assessor's Tax No.: 54,24 201032 Suite Number: N/A PROPERTY OWNER Name: Michele Amato, Project Manager Name: Boeing City: Redmond State: WA Zip: 98052 Address: l'.0.13.0x3101 Email: michele.amato@sequoyah.com City: SA_04 JA State: WA Zip: 9f512� CONTACT PERSON - person receiving all project communication. Name: Michele Amato, Project Manager Address: 15135 NE 92nd Street City: Redmond State: WA Zip: 98052 Phone: (425) 814-6000 Fax: (425) 814-6003 Email: michele.amato@sequoyah.com Floor: Gt tib New Tenant: ❑ Yes ®..No ELECTRICAL CONTRACTOR INFORMATION Company Name: Sequoyah Electric LLC Address: 15135 NE 92nd Street City: Redmond State: WA Zip: 98052 Phone: (425) 814-6000 Fax: (425) 814-6003 Contr Reg No.:SW uo Et -9-I "159Exp Date: 1 3n 19 Tukwila Business License No.; Bus _ 0994355 Valuation of las joa (contractor's bid price): $ 723,000 Scope of Work (please provide detailed information): 5I- TF-ICAL- FOIL I4EW TffE-.M0PLABTIC ?I°ESS MAC4NE. 3X344 BOEtl -IUK-J1L, B 09-10l Will service be altered? m Yes ❑ No Adding more than 50 amps? IZ Yes ❑ No Type of Use: Industrial Type of work: New ❑ Addition ❑ Service Change ❑ Remodel ❑ Tenant Improvement 0 Low Voltage 0 Generator 0 Fire Alarm ❑ Telecommunication 0 Temporary Service Property Served by: 2 Puget Sound Energy ❑ Seattle City Light W:\Permit Center \Applications -Handouts \Permit Applications\PDFs\Electrical Permit Application Revised I-1-17.docx Revised: January 2017 bh Page 1 of 2 RESIDENTIAL NEW RESIDENTIAL SERVICE ❑ New single family dwellings (including an attached garage) ❑ Garages, pools, spas and outbuildings ❑ Low voltage systems (alarm, furnace thermostat) $155.91 $83.54 ea $61.05 ea RESIDENTIAL REMODEL AND SERVICE CHANGES ❑ Service change or alteration $83.54 (no added/altered circuits) ❑ Service change with added/altered circuits $83.54 number of added circuits $12.00 ea ❑ Circuits added/altered without service change $55.69 (up to 5 circuits) ❑ Circuits added/altered without service change $55.69 (6 or more circuits) $7.65 ea ❑ Meter/mast repair $69.62 ❑ Low voltage systems $61.05 (alarm, furnace thermostat) MULTI -FAMILY AND COMMERCIAL Fees are based on the valuation of the electrical contract. MISCELLANEOUS FEES ❑ Temporary service (residential) $66.30 O Temporary service (generator) $82.52 O Manufactured/mobile home service $87.98 (excluding garage or outbuilding) ❑ Carnivals $82.21 Number of concessions $11.02 ea Each ride and generator truck $11.02 ea ***EFFECTIVE JANUARY 1, 2014 EACH PERMIT WILL BE ASSESSED A 5% TECHNOLOGY FEE*** 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 extension of time for an additional period not to exceed 90 days. The extension shall be requested in writing and justifiable cause demonstrated. 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 I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR ELECTRICAL CONTRACTOR: Signature: tor/Z.---- l Print Name: Angela Hocking, Project Coordinator Day Telephone: (425) 814-6000 Date: 08/08/2018 Mailing Address: 15135 NE 92nd Street, Redmond, WA 98052 W:\Permit Center\Applications-Handouts\Permit Applications\PDFs\Electrical Permit Application Revised 1-1-17.docx Revised: January 2017 bh City State Zip Page 2 of 2 Cash Register Receipt City of Tukwila DESCRIPTIONS I ACCOUNT PermitTRAK QUANTITY I PAID $324.45 EL18-0707 Address: 9725 E MARGINAL WAY 5 BLDG 9-101 Apn: 0003400018 $324.45 Credit Card Fee $9.45 Credit Card Fee R000.369.908.00.00 0.00 $9.45 DEVELOPMENT $315.00 PERMIT REINSPECT FEE - AFTER HRS INSP 8000.359.000.00.01 FEE TOTAL FEES PAID BY RECEIPT: R17635 0.00 $315.00 $324.45 Date Paid: Monday, May 13, 2019 Paid By: SEQUOYAH PERMITS Pay Method: CREDIT CARD 059748 Printed: Monday, May 13, 2019 9:31 AM 1 of 1 SYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT I QUANTITY PAID $10,467.12 EL18-0707 Address: 9725 E MARGINAL WAY S BLDG 9-101 Apn: 0003400018 $10,467.12 ELECTRICAL $10,064.54 PERMIT FEE MULTI-FAM/COMM 8000.322.101.00.00 0.00 $8,051.63 PLAN CHECK FEE R000.345.832.00.00 0.00 $2,012.91 TECHNOLOGY FEE $402.58 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R15166 R000.322.900.04.00 0.00 $402.58 $10,467.12 Date Paid: Thursday, August 16, 2018 Paid By: SEQUOYAH LLC Pay Method: CHECK 555718 Printed: Thursday, August 16, 2018 10:37 AM 1 of 1 SYSTEMS CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA 0017340000802374464500 Date: 05/13/2013 09:29:00 AM CREDIT CARD SALE VISA CARD NUMBER: **********8707 K TRAN AMOUNT: $324.45 APPROVAL CD: 059748 RECORD #: 000 CLERK ID: Bill X {CARDHOLDER'S SIGNATURE} I AGREE TO PAY THE ABOVE TOTAL AMOUNT ACCORDING TO THE CARD ISSUER AGREEMENT (MERCHANT AGREEMENT IF CREDIT VOUCHER) Thank you! Merchant Copy Date: 5 • I3 . t9 OFF HOURS INSPECTION Reimbursement authorization/approval to conduct inspection activities during off hours. Requested By: AK A I4c, J t3Gr Permit Number: e- 1 — 0-70-7 Firm/Company: SET;I�t JAc}-1 pl.00; tC,� U, -G Inspection Information Project Name: 60E1 I.1 -TO ICWiLA 71{ Mo PvFss, b 9 -101 (eQ , 32M4) Project Address/Location: 9i2.6 E. MAGrilJAd_ Way Sen? -n-! Requested Date for Inspection: i tv y , mAy 2- Requested Time: 5: co AMPM Contact Name: MIGNEI ANAATo` MG2-. Phone Number:, 4-5.('.3o4 Special Conditions for Consideration: 1-6-AbAai SN'kT bc'vm A. 4 : -25.2-co.e5`14 £i?.lc �01DS ** Contractor will be charged a minimum for three (3) hour inspection time for �`�� any off -hours inspection work at $105.00 per hour (minimum total of $315.00). This is to be paid at the time of request. ** The undersigned, as an authorized representative of the above firm, hereby agrees to reimburse the City for its overtime inspections on the above referenced project. A separate invoice will be issued for all inspection time in excess of three (3) hours. Signature: Printed Name: 267 - -L,4 M • PoClC-Yn Date: lg RECEIVED CITY OF TUKWILI MAY 1'3 2019 PERMIT CENTER City Use Only: Approved: Disapproved: Paid: Receipt No: Date of Approval/Disapproval: Remarks: Authorized Reviewer: W:\Permit Center \Applications-Handouts\Templates\Forms\Off Hours Inspection 1-2017.docx Revised: January 16, 2019 2/7/2019 c City of Tukwila Department of Community Development MICHELE AMATO 15135 NE 92 ST REDMOND, WA 98052 RE: Permit No. EL18-0707 BOEING #9-101 - THERMOPLASTIC PRESS 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 3/24/2019. 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 3/24/2019, 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. Jazzel Salzar Permit Technician File No: ELI8-0707 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 'PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: EL18-0707 DATE: 08/16/18 PROJECT NAME: BOEING #9-101 - THERMOPLASTIC PRESS SITE ADDRESS: 9725 E MARGINAL WAY S X Original Plan Submittal Response to Correction Letter # Revision # before Permit issued Revision # after Permit Issued DEPARTMENTS: AT 11 Building Division Public Works Fire Prevention Structural E Planning Division Permit Coordir ator E 1 PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE:: 08/21/18 Structural Review Required REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: DUE DATE: 09/18/18 Approved Corrections Required Approved with Conditions E 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 EI Ping PW LJ StaffInitials: 12/18/2013 INS CTI0N NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-367 Permit Inspection Request Line (206) 438-9350 Project: �� at i -( Type of Inspection:ilitt,I Address: q j �'1 t Oate Called: Special Instructions: �=Q.�'(,t) %'�%C� Pu 75 Date Wanted: �� a.m. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. OMMENTS: or1 All Inspector: Date: 0 ! c I REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. 3 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT '0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project:goeN c 4 ' to ( Type of Inspection: / vel J Add nos, Date Called: Special Instructions: I ri t c '(2 7V, 30? / Date Wanted: 51 40 e2'S Requester: Phone No: s'iS-200 e57V Approved per applicable codes. JJ Corrections required prior to approval. OMMENTS: — 64(%)61.17tc r1J Foi5)Lsk5 3w(p. Inspector:j---- 604k Date: 0 qu, iL REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit , 648'0101 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: K 1 06A/11 .t, ? .., 10 ( Type of Inspection: J /1 0414,14 /4 Addressett 7K 1,44. Date Called: ..— Special Instructions: a. Date Wanted: a.m. . . 'Requester: &I, Cr Phone No: Lti-rzeo gli proved per applicable codes. Corrections required prior to approval. COMMENTS: 7(AA-1tsf5 Feef6i Zit? x5z1,7 1 )(fqk 15111 Inspector: Date: Elil REINSPECTIONFEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit NSPE T ON NO. PERMIT N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 - Permit Inspection Request Line (206) 438-9350 Project: /V , r 4._ 7_ lei poetivIl - Type of Inspection: 4pri, Address: q 1,• , 1 Date Called: Special Instructions: Date Wanted: a. .m. Requester: Phone No:vir 2D0 dFa'a?t ElApproved per applicable codes. OCorrections required prior to approval. COMMENTS: Date: n REINSPECT! N FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. SEQUOYAH ELECTRIC LLC 1 1 orne Fspanol Contact Safety & Health Claims & Insurance 0 Washington State Department of Labor & Industries 0 [Search 1_8.1 Page 1 of 3 ''SiAR1'4' A -Z lades 1 lelp My L&I Workplace Rights Trades & Licensing SEQUOYAH ELECTRIC LLC Owner or tradesperson Principals Nichols, David E, PARTNER/MEMBER GHASSEMI, MAHMOOD, PARTNER/MEMBER Angeline, Scott R, PARTNER/MEMBER Jeffrey, Peter Casino, PARTNER/MEMBER Trocano, Rick, PARTNER/MEMBER Nagel, Cheryl L, PARTNER/MEMBER Nichols, Christopher R, PARTNER/MEMBER Doing business as SEQUOYAH ELECTRIC LLC WA UBI No. 602 252 591 15135 NE 92ND ST REDMOND, WA 98052 425-814-6000 KING County Business type Limited Liability Company Governing persons DAVID E NICHOLS MAHMOOD GHASSEMI; License Verify the contractor's active registrafion / license / certification (depending on trade) and any past violations. Electrical Contractor Active. Meets current requirements. License specialties GENERAL License no. SEQUOEL977S9 Effective — expiration 01/29/2003— 01/30/2019 Designated administrator Nichols, Christopher Active. Meets current requirements. License type License no. Electrical Administrator NICHOC*835RE Bond HARTFORD CAS INS CO Bond account no. 52BSBAB5541 $4,000.00 Received by 11.1 Effective date 01/29/2003 01/29/2003 Expiration date Until Canceled Heil) us Mprove https://seeureini.wa.gov/verify/Detail.aspx?UBI=602252591&LIC=SEQUOEL977S9&SAW= 9/25/2018 SEQUOYAH ELECTRIC LLC ••, Savings No savings accounts during the previous 6 y aeriod. License Violations Infraction no. ELYOD01375 Issue date 06/22/2017 Violation city REDMOND Type of violation ELECTRICAL CITATION Description Covering or concealing installations prior to inspection. Satisfied .......................... RCW/WAC 19.28.101 RCW Violation amount $207.00 Infraction no. ELYOD01374 Satisfied Issue date RCW/WAC 06/22/2017 19.28.101 RCW Violation amount $207.00 Violation city REDMOND Type of violation ELECTRICAL CITATION Description Failing to get an inspection or obtain a valid electrical/telecommunications work permit or post a provisional electrical work permit prior to beginning the electrical/telecommunication installation or alteration as referenced in WAC 296-46B-901. 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 061,981-00 ...................... Doing business as SEQUOYAH ELECTRIC LLC Estimated workers reported Quarter 2 of Year 2018 "Greater than 100 Workers" L&I account contact T3 / KENT ANDERSON (360)902-6963 - Email: ANDN235@lni.wa.gov Track this contractor A Account is current. 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 al:owed 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 01/13/2016 Inspection no. 317937437 Violations Page 2 of 3 Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602252591 &LIC=SEQUOEL977S9&SAW= 9/25/2018 THE COMPANY FACILITIES AND ASSET MANAGEMENT BLDG 9-101 INSTALL ADC THERMOPLASTIC PRESS BOEING DEVELOPMENTAL CENTER 9725 EAST MARGINAL WAY SOUTH TUKWILA, WASHINGTON 98108 VICINITY MAP PROJECT WORK LOCATION 7-251 OXBOW PARKING LOT DEVELOPMENTAL CENTER NO SCALE CODE SUMMARY TYPE OF APPLICATION: NEW ❑ ALTERATION ❑ PROJECT DESCRIPTION: REMOVAL OF SNK ROUTER AND INSTALLATION FOR INCLUDES THE MODIFICATION OF EXISTING ROUTER TRENCHES, PROVIDING UTILITIES AND INSTALLATION SUBSTATION. LEGAL DESCRIPTION: TIMOTHY GROW DONATION LAND CLAIM NO. 44 AND 48 "BOEING PARCEL" CITY OF TUKWILA BOUNDARY LINE ADJUSTMENT NO. L11-033 RECORDING NO. 20131108900001 (BEING A PORTION OF N HALF STR 04-23-04). ADDITION ❑ TENANT IMPROVEMENT • THE THERMOPLASTIC PRESS. SCOPE FOUNDATION, MODIFICATION OF OF A SINGLE ENDED 1500KVA PARCEL NO.: 0003400018 CODES: 2015 INTERNATIONAL BUILDING CODE & WAC 51-50 2015 INTERNATIONAL MECHANICAL CODE & WAC 51-52 2015 INTERNATIONAL FIRE CODE 7 WAC 51-54 2015 UNIFORM PLUMBING CODE, WAC 51-56 & WAC 51-57 NATIONAL ELECTRICAL CODE (NFPA 70) 2015 WASHINGTON STATE ENERGY CODE WAC 51-11 CURRENT CITY OF TUKWILA ZONING ORDINANCES CONTRACTOR 8c STATE NUMBER: THE BOEING COMPANY BOEINC *294ML(01.18.2019) BOEING PROJECT ENGINEER: SUNG CHO BOEING CONTACT: MARTIN R. PROBST FAX NUMBER: 253-657-4659 PHONE 206-852-4985 E—MAIL. martin.r.probst©boeinq.com OCCUPANCY GROUP. GROUP B (BUSINESS) & GROUP F-1(MANUFACTURING) CONSTRUCTION TYPE. TYPE II—B ZONING: ALLOWABLE AREA INCREASE. SPRINKLERED & 60' SET—BACK (NO CHANGES) OCCUPANT LOAD: (ALLOWABLE) NO CHANGE FLOOR AREA: (ACTUAL) NO CHANGE (TABLE 10—A) OFFICES OCC. BLDG GROSS 1,089,878 SF SQ FT STORAGE OCC TUNNEL 50,910 SF SQ FT LABORATORY OCC FIRST FLOOR 713.829 SF SQ FT CANOPY OCC 1ST FLR MEZZ 28,401 SF SQ FT OTHER ,OCC.. 2ND FLOOR 296,460 SF SQ FT -2ND FLOOR ME77 278 SF SQ FT PROJECT 'AREA _ 1ST FLR 54,794 SF SQ FT BUILDING HEIGHT: (ACTUAL) 111 FT STORIES: 2 MEZZANINE ? 0 (YES) ❑ (NO) FIRE PROTECTION: SPRINKLERED THROUGHOUT PER NFPA 13 ? SQ FT 54,794 SF (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 CATEGORY (SDC). DESIGN LOADS: (CHAPTER 16) ROOF: LIVE (SNOW) FLOOR: OFFICE MECH/STOR STAIRS "r." (PSF) (PSF) (PSF) (PSF) CONCENTRATED: WIND: EXPOSURE N/A REVISIONS No changes she'i made to the scope of work withoi:t prior approval of Tukwila Building Division NOTE: Revisicns will require a now plan submittal and may include additional plan review fees. DRAWING INDEX DRAWING NUMBER 09-101—AO 09-101-1 A33R ARCHITECTURAL REV ORIG DRAWING TITLE H 09-101-1A21 09-101-1A33 09-101—A605 H H TITLE SHEET FLOOR PLAN — REMOVAL FLOOR PLAN FLOOR PLAN TYPICAL SHOP FENCING DETAILS STRUCTURAL DRAWING NUMBER REV DRAWING TITLE 09-101—S2A STRUCTURAL NOTES 09-101-S2B SPECIAL INSPECTIONS NOTES 09-101-1 S83R FIRST FLOOR SLAB PLAN — REMOVAL 09-101-1 S33 B FOUNDATION PLAN 09-101-1 S83 FIRST FLOOR SLAB PLAN. 09-101-1 S299 TYP. S.O.G. DETAILS AND STRUCTURAL SYMB. 09-101-1 S300 CONCRETE DETAILS 09-101-1 S301 CONCRETE DETAILS 09-101-1 S302 CONCRETE DETAILS 09-101-1 S303 CONCRETE DETAILS MECHANICAL DRAWING NUMBER REV DRAWING TITLE 09-101-1 M121 P PLUMBING FIRST FLOOR PLAN 09-101-1 M133 L PLAN PLUMBING 09-101-1 M133R E PLAN PLUMBING (REMOVAL) 09-101-1 M282R 09-101-1 M283R B C 09-101-1 M282 B FIRE PROTECTION — PLAN VIEW (REMOVAL) FIRE PROTECTION 1ST FLR PLAN (REMOVAL) FIRE PROTECTION — PLAN VIEW 09-101-1 M283 C FIRE PROTECTION 1ST FLR PLAN 09-101—M515 SECTIONS AND DETAILS j? n P1 j` ""` -. n r :.fir L.:M1 ,i I" .,•.: ,IT V Mechanical m i,!t dumbing i!A -,as ping City of Tull ila FILE C PY Plan mule~ w r r- Irovel is sub act to errors and omissions. kprnval of construction documents Boas not authorize th© violation of any adopted coda or ordinanco. flccapt of approved Field Copy and conditions is acknowiodged: Dy: (fir) -,i 2, Date: City of Tukcwila BUILDING DIVISION SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ORIG ADC THERMOPLASTIC PRESS W5754747 KPFF E. GEORGE 07.31.18 Q�BOE/NGm ACCEPTAB LITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN B. RONIA CHECKED CODES AND PERMITS PROJECT TITLE: 9-101 INSTALL NEW ADC THERMOPLASTIC PRESS JOB NUMBER: W5754747 QUANTITY SUBMITTED: • 5 SETS: GENERAL PERMIT (SHELL & CORE) OR STRUCTURAL TENANT IMPROVEMENT ❑ 4 SETS: TENANT IMPROVEMENT (NON—STRUCTURAL) ❑ 3 SETS: FIRE PROTECTION/SPRINKLERS ❑ 2 SETS: TENANT IMPROVEMENT (REVISION) SUBMITTED FOR PERMIT & REVIEW: El BUILDING ❑ GRADING ❑ ELECTRICAL ❑ PLUMBING ❑ LANDSCAPE 0 FIRE PROTECTION O MECHANICAL 0 DEMOLITION 0 CANTILEVER RACKS • STRUCTURAL ❑ — ❑ — *TO BE REVIEWED UNDER SEPARATE PERMIT WASHINGTON STATE NON—RESIDENTIAL ENERGY CODE—APPROACHES COMPLIANCE OPTION O PRESCRIPTIVE ❑ LPA 0 ANALYSIS ® N/A SPECIAL INSPECTIONS REQUIRED: • WELD • REBAR ❑ STRUCTURAL BOLTING O OTHER CALCULATIONS TYPE. STRUCTURAL (PER IBC CH. 17) ▪ CONCRETE ▪ ANCHOR BOLTS ▪ STRUCTURAL OBSERVATION ATTACHED X (YES) (NO) DRAWING INDEX ELECTRICAL DRAWING NUMBER REV DRAWING TITLE 09-101—E1 A ELECTRICAL SYMBOLS & LEGEND 09-101-1 E2BR G 09-101-1 E4S14R F 09-101—_1 E4S18R M 09-101-1 E33R D 09-101-1E71R Y 09-101-1 E82R G 09-101-1 E83R Y 09-101-1E121R U 09-101-1 E133R T 09-101-1E421R C 09-101-1 E432R 09-101-1 E433R 09 YD—E4B 480Y/277 VOLT POWER DISTR.-1ST FLR (REM) ONE—LINE DIAGRAM SUBSTATION 14 (REMOVAL) ONE—LINE DIAGRAM SUBSTATION 18 (REMOVAL) PARTIAL FIRST FLOOR LIGHTING PLAN (REMOVAL) 208Y/120V POWER PLAN (REMOVAL) 120/208 VOLT POWER (REMOVAL) 208/120V .POWER (REMOVAL) 480V POWER (REMOVAL) 480Y/277V POWER PLAN (REMOVAL) COMMUNICATIONS (REMOVAL) PARTIAL 1ST FLOOR COMM. PLAN (REMOVAL) PARTIAL 1ST FLOOR COMM. PLAN (REMOVAL SINGLE LINE DIAGRAM — 13.8KV 09-101—E2A A 15K VOLT POWER DISTRIBUTION — PARTIAL PLAN 09-101—E2B A 15K VOLT POWER DISTRIBUTION — PARTIAL PLAN 09-101—E4S14 F ONE LINE DIAGRAM SUBSTATION 14 09-101 E4S16 ONE LINE DIAGRAM SUBSTATION 16 09-101 E4S18 M ONE LINE DIAGRAM SUBSTATION 18 09-101—E4S24 H ONE LINE DIAGRAM SUBSTATION 24 09-101-1 E2B G 09,-101-1E3B B 480Y/277V POWER DISTRIBUTION — 1ST FLR 208Y/120V POWER DISTRIBUTION 09-101—E9B A GROUNDING — PARTIAL PLAN 09 —101-1 E33 D PARTIAL 1ST FLOOR LIGHTING PLAN 09-101-1E71 Y 208Y/120V POWER PLAN 09 —101-1 E82 G 120/208V POWER 09 —101-1 E83 Y 208/120V POWER 09-101-1 E121 U 480V POWER 09-101-1 E127 G 480V POWER 09-101-1E133 480Y/277V POWER PLAN 09 —101-1 E433 PARTIAL 1ST FLOOR COMMUNICATION PLAN 09-101—ESK1 SUB 16 AREA DETAILS .REVIEWED FOR COMPLIANCE WITH NEPA 70 .. NEC SEP 10 2018 BEEIVED CITY OFTUKWILA AUG 16 20 Clay of.Tukwila BuiLoiNg DIVISION PERMIT CENTER LI9-0767 PROJECT TITLE: ADC THERMOPLASTIC PRESS ISSUED FOR CONSTRUCTION DESIGN BY KPFF DATE 07.31.18 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com' DATE 07.31.18 SUBTITLE TITLE SHEET APPROVED BY DEPT. DATE ENGINEER C. GOFF CHECKED 07.31.18 APPROVED E. GEORGE 07.31.18 APPROVED TITLE PERMIT MASTER ADC THERMOPLASTIC PRESS BUILDING 09-101 COL. W—Z/15-19 DEV. CENTER, WA CURRENT REVISION W5754747 SHEET SYMBOL° p DATE 0.7.31.18 AO JOB NO. W5754747 COMP NO. DWG NO. 09-101—A0 10/23/2015 7:43:17 AM r-- L_� 1 L rr r -- L_1 L� 11 1 1 1 1 1 1 L_J L_J LEGEND REFRE\CE DRAWINGS RE V OVAL NOTES REMOVE EXISTING GUARDRAILS AND SWING GATES. TURN OVER GATES TO BOEING FOR SALVAGE. DISPOSE OF GUARDRAILS. CUT BOLTS AND GRIND FLUSH WITH CONCRETE SLAB. COORDINATE WITH STRUCTURAL. PRESSURE WASH / STEAM CLEAN EXISTING PIT WALLS AND FLOOR, INCLUDING STEEL PLATES BETWEEN FACTORY FLOOR AND MACHINE BED. REMOVE ANCHORS AT EXISTING BANDSAW. CUT BOLTS AND GRIND FLUSH WITH FLOOR SLAB. CONTACT PROJECT MANAGER FOR NEW BANDSAW LOCATION. REMOVE EXISTING FLOOR MARKINGS AND PAINT WITHIN PROJECT AREA INCLUDING STRIPING AROUND PIT. REMOVE EXISTING SNK ROUTER AND ASSOCIATED EQUIPMENT AND DISPOSE OF FOR SCRAP. DISCONNECT ANCHORAGE FOR EQUIPMENT BEING REMOVED AND REMOVE ANCHORS OR SAWCUT FLUSH WITH TOP OF CONCRETE. ANCHORS IN PORTION OF PIT BEING FILLED WITH CDF MAY BE LEFT IN PLACE. COORDINATE WITH STRUCTURAL. REMOVE EXISTING FENCING AND GATES AND TURN OVER TO BOEING. CUT BOLTS AND GRIND FLUSH WITH CONCRETE SLAB. NOTE: GENERAL CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF HAZARDOUS MATERIALS ASSOCIATED WITH REMOVAL OF EXISTING EQUIPMENT AND MODIFICATION OF EXISTING BUILDING. BOEING WILL PROVIDE GOOD FAITH INSPECTION FOR IDENTIFICATION OF HAZARDOUS MATERIALS WITHIN PROJECT SCOPE. { RECEIVED CITY OF TUKWILA AUG 16 2018 PERMIT CENTER REMOVAL ISSUED FOR CONSTRUCTION DESIGN BY EC/ROLLUDA DATE 07.31.18 REVIEWED .FOR COMPLIANCE WITH NEPA 70 - NEC SEP 10 2010 City of Tukwila UIL! NG DIVISION 1A10 1A11 1Al2 1A13 1A14 1A15 1A16 1A17 1A18 1A19 1A20 1A21 0 O .1A22 1A28 1A23 1A29 1A34 1A24 1A30 1A35 1A25 1A31 1A36 1A26 1A27 15 1A32 1A37 1A39 1A40 1A41 1A42 1A43 1/44 1A45 1A46 0 0 ELL8-' IS 0707 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATEDRAWN .4MErir ® 6604 ' ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED M. DITTMAR DATE 07.07.92 SUBTITLE FLOOR PLAN - REMOVAL CURRENT REVISION W5754747 SYMBOL DATE 07.31.18 A RELOCATE WATERJET J#13018502 FOA 05-21-03 F REDLINES CD07 11045.001 NC DLR GROUP RJV 10.02.12 ' GISTERED A' HITECT 'IC c w,:. ,: , STATE OF WASHINGTON CHECKED SHEET 1A33R ENGINEER T. HANSON 02.17.95 TITHE ADC THERMOPLASTIC PRESS BUILDING 09-101 ARCHITECTURAL MASTER COL. W -Z/15-19 DEV. CENTER, WA B BUILD OUT AIRCRAFT INTEGRATION CENTER 130186-12 F.AREVALO 08.06.03 G ADC DLR GROUP RJV 04.01.13 APPROVED BY DEPT. DATE C MIC EXPANSION 180450-00 TWH 12.02.08 H ADC THERMOPLASTIC PRESS W5754747 =C/ROLLUDP 07.31.18 CHECKED JOB NO. W5754747 COMP NO. APPROVED D SEA LAUNCH PHASE 2 & 3 - 90% SUBMIT WH_11045.001 DLR GROUP RJV 05.09.11 APPROVED DWG N0. 09-101-1 A33R E SEA LAUNCH PHASE 2 & 3 - IFC WH_11045.001 DLR GROUP RJV 05.19.11 x x x x x x x x x x x x x x x x x x x x x x x x x x C SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE A REACTIVATE HANGAR DOORS 130186-08 F.AREVALO 06.30.03 F ADC DLR GROUP RJV 04.01.13 8 BUILD OUT AIRCRAFT INTEGRATION CENTER 130186-12 F.AREVALO 08.06.03 G ADC PRECISION 5 -AXIS GANTRY MILL 16015520 C/ROLLUDP 07.16.14 C AMIC BUILD OUT HANGAR 4130233-04 FOA 10.06.04 RECORD SET 16015520 C/ROLLUDP 10.23.15 D AMIC BUILD OUT HANGAR J#130233-04 TWH 11.4.04 H ADC THERMOPLASTIC PRESS W5754747 C/ROLLUDP 07.31.18 E MIC EXPANSION J#180450-00 TWH 11.25.08 6604 GISTERED HITECT IC C STATE OF WASHINGTON ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN DATE CHECKED LEGE D DEFERENCE NAM \GS GENERAL NOTES 1. FOR SHOP FENCE AND SHOP FENCE GATE DETAILS, SEE SHEET A605. CO\S-RUCTIO\ \OTES PROVIDE AND INSTALL NEW SHOP FENCE AS SHOWN. ANCHOR TO FLOOR WITH 1/2" EXP. BOLTS. SEE SHEET A5605. INSTALL NEW 4' SHOP FENCE SLIDING GATE. SEE SHEET A605. PAINT SHOP FENCE AND SLIDING GATES. ICI 'SONG SPARROW' 30YY 39/041 OR PPG/GLIDDEN COLOR MATCH. RELOCATED BAND SAW AND DUST COLLECTOR. ANCHOR TO FLOOR. COORDINATE WITH MECHANICAL AND ELECTRICAL. SEISMICALLY BRACE 18" X 36" SHELVING TO SHOP FENCE. RECEIVED CITY OF TUKWILA AUG 16 2018 PERMIT CENTER ISSUED FOR CONSTRUCTION DESIGN BY EC/ROLLUDA DATE 07.31.18 SUBTITLE FLOOR PLAN REVIEWED FOR COMPLIANCE WITH NFPA 70 - NEC SEP 10 2018 City of Tukwila BUILDING DIVISION 0 1A10 1A16 1A22 1A11 1A17 1A23 1Al2 1A18 1A24 1A13 1A19 1A25 1A14 1A20 1A26 ® ® 1A15 1A27 1A28 1A29 1A30 1A31 1A32 1A33 1A34 1A35 1A36 1A37 1A38 1A39 1A40 1A41 1A42 1A43 1P44 1A45 1A46 SCALE: 1/8" = 1'-O" EL IS V � Y. REVISION SYMBOL APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE ARCHITECTURAL MASTER ADC THERMOPLASTIC PRESS BUILDING 09-101 COL. W -Z/6-11 DEV. CENTER, WA CURRENT SHEET W5754747 DATE 07.31.18 1 A21 JOB NO. W5754747 COMP NO. DWG NO. 09-101-1A21 r-- r r r-- L.� 1 rr II II II Jj I- II II II JJ T L GE\D FERENC DRAWINGS G EN IRA ES 1. FOR SHOP FENCE AND SHOP FENCE GATE DETAILS, SEE SHEET A605. TIO\ \OTES PROVIDE EPDXY COATING AT WALLS AND FLOOR OF NEW TRENCH. APPROX. 1,065 S.F. NEOGARD 70714/70715 PRI VIER AND FINISH COATINGS, LIGHT GRAY. PROTECTIVE COATING CONSULTANTS, BRETT BECHTEL (206) 762-6119 PROVIDE EPDXY COATING AT WALLS AND FLOOR OF PIT WITH EXCEPTION TO AREAS BELOW PRESS SUPPORT FEET. AREAS BELOW PRESS SUPPORT FEET TO BE 'ROUGHED UP' THEN TAPED OVER PRIOR TO EPDXY COATING APPLICATION. APPROX. 235 S.F. NEOGARD 70714/70715 PRIMER AND FINISH COATINGS, LIGHT GRAY. PROTECTIVE COATING CONSULTANTS, BRETT BECHTEL (206) 762-6119 PROVIDE AND INSTALL SHOP FENCE AS SHOWN. ANCHOR TO FLOOR WITH 1/2" EXP. BOLTS. SEE SHEET A605. NOTE: CONFIGURE FENCING SO THAT FENCING ANCHOR LOCATIONS DO NOT FALL ON TRENCH LIDS. < PROVIDE AND INSTALL 8' SHOP FENCE SLIDING GATE. SEE SHEET A605. PAINT NEW SHOP FENCE AND SLIDING AND SWINGING GATES. ICI 'SONG SPARROW' 30YY 39/041 OR PPG/GLIDDEN COLOR MATCH. PROVIDE AND INSTALL 3' SHOP FENCE SWINGING GATE. SEE SHEET A605. RECEIVED CITY OF TUKWIL AUG 16 2018 PERMIT CENTE ISSUED FOR CONSTRUCTION DESIGN BY EC/ROLLUDA DATE 07.31.18 REVIEWED .FOR COMPLIANCE WITH NEPA 70 - NEC SEP 10 2016 City of.Tukwila BUILDING DIVISION F -\? IV T T T T 1A10 1A11 ILOAD /UNLOAD SLIDE BOLSTER I 1A13 1A14 1A15 I L GE\D FERENC DRAWINGS G EN IRA ES 1. FOR SHOP FENCE AND SHOP FENCE GATE DETAILS, SEE SHEET A605. TIO\ \OTES PROVIDE EPDXY COATING AT WALLS AND FLOOR OF NEW TRENCH. APPROX. 1,065 S.F. NEOGARD 70714/70715 PRI VIER AND FINISH COATINGS, LIGHT GRAY. PROTECTIVE COATING CONSULTANTS, BRETT BECHTEL (206) 762-6119 PROVIDE EPDXY COATING AT WALLS AND FLOOR OF PIT WITH EXCEPTION TO AREAS BELOW PRESS SUPPORT FEET. AREAS BELOW PRESS SUPPORT FEET TO BE 'ROUGHED UP' THEN TAPED OVER PRIOR TO EPDXY COATING APPLICATION. APPROX. 235 S.F. NEOGARD 70714/70715 PRIMER AND FINISH COATINGS, LIGHT GRAY. PROTECTIVE COATING CONSULTANTS, BRETT BECHTEL (206) 762-6119 PROVIDE AND INSTALL SHOP FENCE AS SHOWN. ANCHOR TO FLOOR WITH 1/2" EXP. BOLTS. SEE SHEET A605. NOTE: CONFIGURE FENCING SO THAT FENCING ANCHOR LOCATIONS DO NOT FALL ON TRENCH LIDS. < PROVIDE AND INSTALL 8' SHOP FENCE SLIDING GATE. SEE SHEET A605. PAINT NEW SHOP FENCE AND SLIDING AND SWINGING GATES. ICI 'SONG SPARROW' 30YY 39/041 OR PPG/GLIDDEN COLOR MATCH. PROVIDE AND INSTALL 3' SHOP FENCE SWINGING GATE. SEE SHEET A605. RECEIVED CITY OF TUKWIL AUG 16 2018 PERMIT CENTE ISSUED FOR CONSTRUCTION DESIGN BY EC/ROLLUDA DATE 07.31.18 REVIEWED .FOR COMPLIANCE WITH NEPA 70 - NEC SEP 10 2016 City of.Tukwila BUILDING DIVISION F -\? IV T T T T 1A10 1A11 1Al2 1A13 1A14 1A15 I 1A16 1A17 1A18 1A19 1A20 1A21 ----1 4IA22 1A23 1A24 1A25 1A26 1A27 1A28 1A29 1A30 1A31 1A32 11 433% A. R ,i• 1A34 1A35 1A36 1A37 1A38 • .1A39 1A40 1A41 1A42 1A43 1444 1A45 1A46 SYM REVISION BY APPROVED DATE. SYM REVISION BY PROVED DATE A RELOCATE WATERJET J#13018502 FOA 05-21-03 F REDLINES CD07 11045.001 NC DLR GROUP RJV 10.02.12 B BUILD OUT AIRCRAFT INTEGRATION CENTER 130186-12 F.AREVALO 08.06.03 G ADC DLR GROUP RJV 04.01.13 C MIC EXPANSION D SEA LAUNCH PHASE 2 & 3 - 90% SUBMIT 180450-00 WH_11045.001 TWH 12.02.08 H ADC THERMOPLASTIC PRESS W5754747 E.C/ROLLUDA 07.31.18 DLR GROUP RJV 05.09.11 E SEA LAUNCH PHASE 2 & 3 - IFC WH_11045.001 DLR GROUP RJV 05.19.11 6604 GISTERED HITECT IC C ATE OF WASHINGTON ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN M. DITTMAR DATE 07.07.92 APPROVED BY DEPT. DATE CHECKED ENGINEER T. HANSON SUBTITLE FLOOR PLAN CURRENT REVISION W5754747 SYMBOL DATE 07.3 .18 02.17.95 CHECKED APPROVED APPROVED TITLE ADC THERMOPLASTIC PRESS BUILDING 09-101 ARCHITECTURAL MASTER COL. W -Z/15-19 DEV. CENTER, WA SHEET 1 A33 JOB NO. W5754747 COMP NO. DWG NO. 09-101-1A33 NO. 10 x 1-1/2" EXPANDED METAL MESH WELD TO INSIDE OF FRAME @ 6" 0.C. NO. 10 x 1-1 /2" EXPANDED METAL MESH WELD TO INSIDE OF FRAME @ 6" 0.C. 6 E UAL SPACES N0.31 GATE TRACK 8" 31-P44 GATE BRACKET (n'P) —� 31-P50 END BLIND EA. EN D NO. 10 x 1-1/2" EXPANDED METAL MESH WELD TO INSIDE OF FRAME @ 6" 0.C. STANDARD =� LOCKSET BOX oF�c NO. 10 x 1-1/2" EXPANDED METAL MESH WELD TO INSIDE OF FRAME @ 6" 0.C. 12" X 12" 26 GA. SHEET METAL PANEL AT ALL DOOR HDWR. RECEIVING AMS READERS. 12" X 12" 26 GA. SHEET METAL PANEL AT ALL DOOR HDWR. RECEIVING AMS READERS. L - 20 GA. SHT MTL WELD TO INSIDE OF FRAME @ 6" 0,C. L1"X1"X1/8" . FRAME ALL AROUNQ T1"X1"X1/8" T1"X1"X1/8"- 20 GA. SHT MTL WELD TO INSIDE OF FRAME @ 6" 0.C. 20 GA. SHT METAL WELD TO INSIDE OF FRAME @ 6"O.C. AT EXIST. GATE TYP. 4'-O"X 7'-8" SHOP PANEL LOCK THIS END SLIDE ON INSIDE OF SLIDE GATE 3/4" Q (TYP. PANEL) (TYP. PAN EL) . -- 3/4" kg POST VARIES 3'-0"/4'-0" 3'-2"/4'-2" � 1" ""*--C, POST AT EXIST. GATE SEE FLOOR PLAN FOR DIMENSIONS 4'-0" (N.T.S.)1 PER PLANS NOTE: WHEN PREPARING BILL OF MATERIALS, COUNT NUMBER OF 3 PANEL UNITS AND USE COST ON B/M PG,3, ADD ONE EXTRA 8' POST AT END OF FENCE LENGTH. EL-VATIO \ —TYPICAL S SCALE 1/2"= 1 -0 4'-0" (N.T.S.) N.T.S. ATE WIDTH PROVIDE WHEELS AT LENGTHS WHERE NECESSARY 4'-0" 4'-0" SHOP PANEL SHOP PANEL SEE CONSTRUCTON NOTE N0.1 TYP. S -OP PA\ qFn� SCALE 1/2"=1'-0" SWI\G DOOR SCALE 1/2"= 0" LHR SHOWN (RHR SIM. BUT OPPOSITE) A605 TYPICAL SLI SCALE ,/r - JI 0" \G GATE IL IVATIO\ SHOP GATE PANEL SHOP GATE 1"X1"X1/8" 2 PLACES 1" EA. SIDE SLIDING GATE LOCK BOLT TO STL PLATE CONSTRUC OUTSIDE FACE OF LATCH -i (TYP, 4 PLCS)> 7"X7"X1/8" PLATE BOLT TO SHT MTL TYPICAL SHOP PANELS LOCKSET BOX LOCKSET HOLE OPEN BOTH ENDS TS1-1 2"X1-1/2"X14GA. 6"LON TUBE, WELD TO POST NOTE: USE ADAMS/WRIGHT LOCK #MS1851S-350 KEEDEX LOCK BOX #K-BXA/R 3/32"DIA NOTCH EA.SIDE 7 Li "X1 "X1 /8" STIFFENER AT BOTTOM AND END OF LOCKSET BOX, SHOWN DASHED FOR CLARITY T SECTION 6" DOOR PULL &60.. SCALE 3"=1'-0" TS1-1 /2"X1-1 /2"X14GA. LATCH RECEIVER BEYOND, FIELD CUT HOLES FOR LATCH & GUIDE SHOP GATE PANEL -► 1 5/8" 1-'-- NO. 10 x 1-1/2" EXPANDED METAL MESH WELD TO INSIDE OF FRAME @ 6" 0.C. CONDUIT BUTTON FILLERS @ EXPOSED HOLES LOCKSET BOX; KEEDEX CAT. #K-BXRHO BOEING STORE #K5-1600-1850 6"X 6"X 1/4" MILD STL BASE PLATE SEE DETAIL �- LOCKSET BOX FRONT VIEW 60 HALF SIZE SECTION HALF SIZE 20 GA. SHEET METAL 6" DOOR PULL WELDABLE GATE BOX KEEDEX #K-BXA/R, MODIFY & WELD TO EDGE OF GATE. E POST-ISO.VIEW LATCH SLIDING GATE LOCK "ADAMS RITE" #MS 1851 S-350, SECURE TO GATE BOX. INSTALL HOOK UPWARD. ION NO ES: ALL TRACK AND ACCESSORY NUMBERS SHOWN ARE RICHARD WILCOX. CRITICAL INFORMATION FOR INSTALLATION OF SHOP FENCE GATE LOCKSET BOX. * DIMENSION A = 2-3/4" STANDARD BRACKSET DIMENSION (OUTSIDE FACE OF LATCH TO CENTERLINE OF LOCKSET HOLE.) * DIMENSION B = 1-3/4" BOX & GATE PANEL FINISH THICKNESS (OUTSIDE FACE OF BOX TO OUTSIDE FACE OF SHOP GATE PANEL.) * DIMENSION C = 2-1/8" DIAMETER LOCKSET HOLE. THIS HOLE REQUIRES TWO 3/32" NOTCHES TO KEEP ROSETTE FROM SPINNING LOOSE. DO NOT WELD ANY PART OF LOCK OR LATCH. DO NOT CUT OR TRIM ANY PART OF LOCKSET. EXISTING CONDITIONS WILL VARY- THE DIMENSIONS LISTED ABOVE TO REMAIN CONSTANT. FIELD VERIFY ALL DIMENSIONS AT SITE PRIOR TO BOX CONSTRUCTION AND INSTALLA- TION TO INSURE PROPER FIT OF LOCKSET BOX. PAINT SHOP FENCE, GATES AND ACCESSORIES W/ 2 -COATS ICI 'SONG SPARROW' 3OYY 39/041 LATEX ENAMEL. NO. 10 x 1-1/2" EXPANDED METAL MESH WELD TO INSIDE OF FRAME @ 6" O.C. --/� SHOP FENCING GATE AND FRAME. G INTERMEDIAT D� MAIN POST TACK WELD (TYP) NO. 10 x 1-1 2" EXPANDED METAL MESH WELD TO INSIDE OF FRAME @ 6" O.C. EXTEND SHOP PANEL FRAMES AS SHOWN L1-1/2" x 1-1/2" x 14GA. STEEL POST LATCH GUARD 1/8" STEEL PLATE(TYP). EASE ALL EXPOSED DEGES AND CORNERS(TYP). CUT HOLE FOR LATCHSET. LOCKSET BOX TOP & BOTTOM VIEW 605/ HALF SIZE NOTES: 1. LOCKSET BOX: KEEDEX CAT. #K-BXRHO 2. PAINT FINISHED BOX WITH 2 COATS, ICI 'SONG SPARROW' 30YY 39/041 LATEX ENAMEL. 3. PROVIDE A LATCH GUARD AND/OR GATE STOP AT EVERY LOCKSET WITH A LENGTH OF 18" MIN. CENTERED AT STRIKE LOCATION. PROVIDE SMOOTH & ROUNDED EDGES, TYP. PRIME/PAINT. 4. LATCH INSTALLATION - DRILL AND TAP FOR SCREW HOLES. LATCH GUARD MAKE FROM PLATE - 1/8" PLATE TAPERED ANGLE BOTTOM GUIDE WELDED TO POST EL vaTio\ 605 603� SCALE 3"=1'-0" N0.31 -P44 TRACK BRACKET - 1 5/a° SLIDING GATE LOC POST GATE FRAME NO.31 TRACK CONT. L1 -1/2"X1 -1/2"X3/16" ABOVE DOOR CONT. L1-1/2"X1-1/2"X3/16"X 0'-6" TOP OF FENCE FENCE FRAME NO.3100-P2 TRUCK 2"@12" 1/81/ L4X3X1 /4" LINTEL OVER GATE OPENING AND AT TOP OF FENCE t GATE EXTENSION ANGLE -TOP OF GATE AT 8'-O" HIGH GATE RECEIVED CITY OF TUKWILA AUG 16 2018 PERMIT CENTER 1 GATE DIM. Z GA E BOTOM 460 SCALE 3"=1'-0" 1/2" DIA. KWIK BOLT 2-1/4" EMBEDMENT - 9/16"DIA.HOLE 1/2"D IA.KWIK BOLT 2-1/4" EMBEDMENT TYP. KEEDEX NO. K-BXRHO SINGLE LOCK BOX 2-3/4" BACKSET, 2-1/8" HOLE. LATCH BOLT LOCKSET: YALE AU-5407LN X 1210, 6 PIN, '0' BITTED, 'S' KEYWAY, US26D. BOEING CAT. #K5-2700-8500 GUARD BOLT NOTE: ARRANGE LATCH BOLT RECEIVER/STOP TO ACCEPT LATCH BOLT ONLY -NOT GUARD BOLT TOP OF GATE (7TRACK © GATE V SCALE 3"=1'-O" N0.31 -P44 TRACK BRACKET GATE FRAME GATE FRAME CUT OPN'G IN POST TO ACCEPT LATCH BOLT WELD ANGLE TO TOP OF GATE 1/2" X 1 1/2" X 4" WED FOR.fiNGLE WELDED TO POST ® 7NCE WITH POST A7O-NEC SEP 10 2010 GATE FRAME L4X3X 1 /4" LINTEL OVER GATE OPENING AND AT TOP OF FENCE TOP OF GATE SHOP PANEL INSIDE FRAME ity of Tukwila U DI ,G DIVISIO 1/8V 1/8 V ISSUED FOR CONSTRUCTION DESIGN BY EC/ROLLUDA DATE 07.31.18 REVISION REVISION APPROVED ADC THERMOPLASTIC PRESS W5754747=C/ROLLUDA 07.31.18 GISTERED A HITECT ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY ("TOP OF GATE SCALE 3"=1'-O" X TOP OF FENCE SCALE 3"=1'-O" Y GATE END A6Q5 SCALE 3"=1'-0" DRAWN AJH CHECKED TYP. SHOP FENCING DETAILS CURRENT REVISION W5754747 SYMBOL DATE 07.31.18 STATE OF WASHINGTON ENGINEER JOE HUANG CHECKED ADC THERMOPLASTIC PRESS APPROVED BUILDING 9-101 JOB NO. W5754747 COMP NO, PROVED ARC H ITECTU RAL MASTER CTR. D G NO. 09-101-A605 SYM DESIGN LOADS ALL DESIGN AND CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE INTERNATIONAL --WILDING CODE (IBC), 2015 EDITION, AS AMENDED BY THE CITY OF TUKWILA, WA. DEAD LOADS ADC THERMOPLASTIC PRESS 415,000 LBS LIVE LOADS IN ADDITION TO THE DEAD LOADS, THE FOLLOWING FLOOR LIVE LOADS WERE USED FOR DESIGN. LIVE LOAD REDUCTION IS PER IBC SECTION 1607.10. CONCRETE SLAB—ON— GRADE, TRENCH UDS HS -20 WHEEL LOAD 4000 LB CAPACITY FORKLIFT WHEEL LOAD 1000 PSF UNIFORM LOAD REDUCIBLE UNREDUCIBLE X REFER TO TABLE 1607.1 IN THE IBC FOR RELEVANT CONCENTRATED LIVE LOADS. GENERAL NOTES SUBMITTALS SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO ANY FABRICATION OR CONSTRUCTION FOR ALL STRUCTURAL ITEMS, INCLUDING THE FOLLOWING: CONCRETE OR MASONRY REINFORCEMENT, PRECAST OR PRESTRESSED CONCRETE ITEMS, EMBEDDED STEEL ITEMS, STRUCTURAL STEEL, STEEL JOISTS, STEEL DECK, SHEAR STUD LAYOUT, METAL GRATING, GLUED—LAMINATED MEMBERS, CLADDING PANELS AND STAIRS. IF THE SHOP DRAWINGS DIFFER FROM OR ADD TO THE DESIGN OF THE STRUCTURAL DRAWINGS, THEY SHALL BEAR THE SEAL AND SIGNATURE OF THE WASHINGTON STATE REGISTERED PROFESSIONAL ENGINEER WHO IS RESPONSIBLE FOR THE DESIGN. NONSTRUCTURAL COMPONENTS DESIGN, DETAILING AND ANCHORAGE OF ALL NONSTRUCTURAL COMPONENTS SHALL BE IN ACCORDANCE WITH IBC SECTION 1613, ASCE 7 CHAPTER 13, AND THE PROJECT SPECIFICATIONS. NONSTRUCTURAL COMPONENTS DESIGNED BY OTHERS SHALL NOT INDUCE TORSIONAL LOADING INTO SUPPORTING STEEL STRUCTURAL MEMBERS WITHOUT ADDITIONAL BRACING OF THOSE MEMBERS TO ELIMINATE TORSIONAL FORCES. TORSIONAL BRACING SHALL BE DESIGNED BY THE NONSTRUCTURAL COMPONENT DESIGNER AND APPROVED BY THE ENGINEER. INSPECTION SPECIAL INSPECTION PER IBC CHAPTER 17 SHALL BE PERFORMED BY AN APPROVED TESTING AGENCY AS INDICATED IN THE STATEMENT OF SPECIAL INSPECTIONS AND TESTING. ALL PREPARED SOIL—BEARING SURFACES SHALL BE INSPECTED BY THE GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT OF REINFORCING STEEL. SOILS COMPACTION SHALL BE SUPERVISED BY AN APPROVED TESTING AGENCY OR GEOTECHNICAL ENGINEER. STRUCTURAL OBSERVATION STRUCTURAL OBSERVATION OF THE SFRS WILL BE PERFORMED BY THE STRUCTURAL ENGINEER OF RECORD IN ACCORDANCE WITH IBC SECTION 1704.6. STRUCTURAL OBSERVATION CONSISTS OF VISUAL OBSERVATION OF THE STRUCTURAL SYSTEMS FOR GENERAL CONFORMANCE TO THE CONSTRUCTION DOCUMENTS AND DOES NOT INCLUDE OR WAIVE THE RESPONSIBILITY FOR THE INSPECTIONS REQUIRED BY THE IBC AND AS SHOWN IN THE SPECIAL INSPECTIONS SCHEDULE. CONTRACTOR SHALL PROVIDE A MINIMUM OF 24 HOURS NOTICE BEFORE CONCEALING THE FOLLOWING STRUCTURAL COMPONENTS FROM VIEW: • REINFORCING STEEL FOR THE FIRST PLACEMENT OF THE FOLLOWING ELEMENTS: WALL REINFORCING STEEL AND SLAB REINFORCING. STRUCTURAL OBSERVATIONS IN ADDITION TO THOSE REQUIRED BY IBC SECTION 1704.6 MAY BE PERFORMED AT THE ENGINEER'S DISCRETION. SPECIAL CONDITIONS CONTRACTOR SHALL VERIFY ALL LEVELS, DIMENSIONS, AND EXISTING CONDITIONS IN THE FIELD BEFORE PROCEEDING. CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES OR FIELD CHANGES PRIOR TO INSTALLATION OR FABRICATION. IN CASE OF DISCREPANCIES BETWEEN THE EXISTING CONDITIONS AND THE DRAWINGS, THE CONTRACTOR SHALL OBTAIN DIRECTION FROM THE ARCHITECT BEFORE PROCEEDING. DIMENSIONS NOTED AS PLUS OR MINUS (±) INDICATE UNVERIFIED DIMENSIONS AND ARE APPROXIMATE. NOTIFY ARCHITECT IMMEDIATELY OF CONFLICTS OR EXCESSIVE VARIATIONS FROM INDICATED DIMENSIONS. NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS -- DO NOT SCALE DRAWINGS. DIMENSIONS OF EXISTING CONDITIONS MAY BE BASED ON RECORD DRAWINGS AND ARE TO BE FIELD—VERIFIED BY THE CONTRACTOR. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING ANY DEMOLITION. CONTRACTOR SHALL PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS, EXISTING CONSTRUCTION AND SOIL EXCAVATIONS, AS REQUIRED, AND IN A MANNER SUITABLE TO THE WORK SEQUENCE. TEMPORARY SHORING AND BRACING SHALL NOT BE REMOVED UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE DRAWINGS AND MATERIALS HAVE ACHIEVED DESIGN STRENGTH. NO REINFORCING BARS IN EXISTING CONSTRUCTION SHALL BE CUT UNLESS DIRECTED TO BY THE ARCHITECT OR AS SHOWN ON THE DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE WORK. SOILS AND CONTROLLED DENSITY FILL BACKFILL BEHIND WALLS SHALL NOT BE PLACED BEFORE THE WALLS AND SUPPORTING SLABS ACHIEVE 28 DAY CONCRETE STRENGTH OR THE WALLS ARE TEMPORARILY BRACED. ALL TOPSOIL ORGANICS AND LOOSE SURFACE SOIL SHALL BE REMOVED FROM BENEATH FILL SUPPORTING CONCRETE SLABS OR PAVING. MEMBER SPACING ALL FRAMING MEMBERS SHALL BE EQUALLY SPACED BETWEEN GRID LINES, COLUMNS, AND DIMENSIONED FRAMING UNLESS NOTED OTHERWISE. REVISION BY APPROVED DATE SYM STRUCTURAL NOTES CONCRETE CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF IBC CHAPTER 19. CONCRETE SLAB AND BOTTOM OF TRENCH SHALL BE BROOM FINISH, UNO. CONCRETE MIXTURES CONCRETE MIXTURES SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: CONCRETE MIXTURES f' (PSI) TEST AGE (DAYS) EXPOSURE CLASS USE 3,000 28 FO SO WO CO SLAB—ON—GRADE, CURBS AND PADS 4,000 28 FO SO WO CO FOUNDATIONS, CONCRETE WALLS 6,000 28 FO SO WO CO PRECAST PANELS 500 28 FO SO WO CO CONTROLLED DENSITY FILL CONCRETE MIXTURES SHALL CONFORM TO THE MOST STRINGENT REQUIREMENTS FOR EXPOSURE CLASSES SPECIFIED IN THE TABLE ABOVE AND ACI 318 TABLE 19.3.2.1. WATER—REDUCING ADMIXTURES MAY BE INCORPORATED IN CONCRETE MIX DESIGNS, BUT SHALL CONFORM TO ASTM C 494, AND BE USED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. CaCl2 OR OTHER WATER—SOLUBLE CHLORIDE ADMIXTURES SHALL NOT BE USED. WATER/CEMENTITIOUS MATERIALS RATIO SHALL BE MEASURED BY WEIGHT AND SHALL BE BASED ON THE TOTAL CEMENTITIOUS MATERIAL. WATER/CEMENTITIOUS MATERIALS RATIO AND WATER CONTENT SHALL BE DETERMINED BY THE SUPPLIER BASED ON STRENGTH REQUIREMENTS AND SHALL NOT EXCEED THE MAXIMUM WATER/CEMENTITIOUS MATERIAL RATIO AND/OR WATER CONTENT IF SHOWN ABOVE OR IN ACI 318 TABLE 19.3.2.1 FOR THE EXPOSURE CLASSES LISTED. FIELD—MEASURED SLUMP SHALL CONFORM TO THE SUBMITTED CONCRETE MIX DESIGN. TOLERANCE OF SLUMP SHALL CONFORM TO ASTM C 94. THE CONTRACTOR SHALL SUBMIT CONCRETE MIX DESIGNS FOR APPROVAL 2 WEEKS PRIOR TO PLACING ANY CONCRETE. THE MIX DESIGN SHALL BE IN CONFORMANCE WITH ACI 318, CHAPTER 19. THE SUBMITTAL SHALL INDICATE WHERE EACH CONCRETE MIX IS TO BE USED ON THE PROJECT, AS WELL AS THE MAXIMUM AGGREGATE SIZE OF EACH MIX. MAXIMUM AGGREGATE SIZE SHALL CONFORM TO THE PROJECT SPECIFICATIONS. CURING IF THE AIR TEMPERATURE WILL EXCEED 75 DEGREES F WITHIN 48 HOURS OF PLACING CONCRETE, A MOIST CURE SHALL BE APPLIED TO THE CONCRETE FOR A PERIOD OF 36 HOURS AFTER FINISHING CONCRETE SURFACES. REFER TO THE PROJECT SPECIFICATIONS FOR CURING REQUIREMENTS. REINFORCING STEEL DEFORMED BARS HEADED DEFORMED BARS ADHESIVE REINFORCING DOWELS (ARD) ASTM A 615, GRADE 60 ASTM A 970, HEAD TYPE HA ASTM A 615, GRADE 60 ADHESIVE AS REQUIRED PER POST—INSTALLED ANCHORS REINFORCING SHALL BE SUPPORTED AS SPECIFIED BY THE PROJECT SPECIFICATIONS AND THE CRS' MANUAL OF STANDARD PRACTICE. REINFORCING STEEL SHALL BE DETAILED IN ACCORDANCE WITH ACI STANDARD OF PRACTICE AS OUTLINED IN ACI 315, "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT." LAP ALL REINFORCING BARS AS NOTED ON THE DRAWINGS. WHERE SPLICE LENGTH IS NOT SHOWN, USE TYPE Lb (Lbt FOR TOP BARS) SPLICE PER DEVELOPMENT AND SPLICE LENGTH SCHEDULE. MECHANICAL SPLICES CALLED OUT ON THE PLANS SHALL BE TYPE 1, UNLESS OTHERWISE NOTED. TYPE 1 SPLICES SHALL DEVELOP 125 PERCENT OF THE YIELD CAPACITY OF THE SPLICED BARS IN BOTH TENSION AND COMPRESSION. TYPE 2 SPLICES SHALL DEVELOP THE SPECIFIED TENSILE STRENGTH OF THE SPLICED BARS IN TENSION IN ADDITION TO MEETING TYPE 1 SPLICE REQUIREMENTS. SUBMIT ICC—ES OR IAPMO UES REPORT VALID FOR THE 2015 IBC DEMONSTRATING COMPLIANCE OF COUPLERS WITH THESE REQUIREMENTS. AT THE CONTRACTOR'S OPTION AND WITH THE ARCHITECT'S APPROVAL, HEADED DEFORMED BARS MAY BE USED IN LIEU OF REINFORCING BARS SHOWN WITH STANDARD 90 OR 180 DEGREE HOOKS AND MECHANICAL SPLICES MAY BE USED IN LIEU OF LAP SPLICES. USE OF HEADED DEFORMED BARS IS SUBJECT TO CONFORMANCE WITH ACI 318 SECTION 25.4.4. USE OF MECHANICAL SPLICES IS SUBJECT TO CONFORMANCE WITH ACI 318 SECTION 18.2.7 AND REQUIRES SUBMITTAL OF AN ICC—ES OR IAPMO UES REPORT VALID FOR THE 2015 IBC. REINFORCING STEEL SHALL HAVE PROTECTION AS FOLLOWS, UNLESS NOTED OTHERWISE: USE BEAM STIRRUPS AND COLUMN TIES INTERIOR SLAB BARS NONSTRUCTURAL SLAB—ON—GRADE STRUCTURAL SLAB—AT—GRADE BOTTOM BARS WALL BARS: INTERIOR FACES EXPOSED TO EARTH OR WEATHER FOOTING, PILE CAP, GRADE BEAM BOTTOM BARS TOP BARS SIDE BARS COVER 11/2" 1" MID—DEPTH 2" 3/4" 1 1/2" 5 AND SMALLER) 2" 6 AND LARGER) 3" CAST AGAINST EARTH) 1 1/2" 2" (#6 AND LARGER WHERE EXPOSED TO EARTH OR WEATHER) 2" WELDING OF REINFORCING, WHERE APPROVED BY THE ARCHITECT, SHALL BE PERFORMED USING LOW HYDROGEN ELECTRODES AND PREHEATED IN ACCORDANCE WITH AWS 01.4, REINFORCING STEEL WELDING CODE. WELDERS AND WELDING PROCEDURES SHALL BE QUALIFIED IN ACCORDANCE WITH AWS 01.4. MATERIALS SHALL CONFORM TO THE FOLLOWING: REINFORCING BARS TO BE WELDED ASTM A 706, GRADE 60, LOW ALLOY WELDING ELECTRODES E80XX NONSHRINK GROUT BASE PLATE GROUT SHALL BE NONSHRINK TYPE WITH MINIMUM f'c = 8,000 PSI. ALL OTHER NONSHRINK GROUT SHALL HAVE MINIMUM f'c = 5,000 PSI. REVISION BY APPROVED DATE ORIG ADC THERMOPLASTIC PRESS W5754747 KPFF E. GEORGE 07.31.18 STRUCTURAL STEEL REFERENCE SPECIFICATIONS STRUCTURAL STEEL HIGH STRENGTH BOLTS WELDING WELDER CERTIFICATION STEEL MATERIALS WIDE FLANGE SHAPES (W AND WT) PLATES (PL), BARS AISC 360 — SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS RCSC SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH—STRENGTH BOLTS AWS D1.1, TYPICAL AWS D1.3 FOR STEEL DECK AND COLD—FORMED FRAMING AWS D1.8 FOR SUPPLEMENTAL SEISMIC PROVISIONS AWS PREQUALIFIED JOINT DETAILS AMERICAN WELDING SOCIETY (AWS) WASHINGTON ASSOCIATION OF BUILDING OFFICIALS (WABO) ANGLES (L), CHANNELS (C AND MC) WELDING ELECTRODES DIAMOND CHECKERED PLATE ASTM A 992 ASTM A 36 TYPICAL, ASTM A 572 GRADE 50 WHERE NOTED ASTM A 36 70 KSI, LOW HYDROGEN, TYPICAL ASTM A786 STRUCTURAL STEEL DESIGN, FABRICATION AND ERECTION SHALL CONFORM TO THE REQUIREMENTS OF IBC CHAPTER 22. ALL MEMBERS ARE TO BE ERECTED WITH NATURAL MILL CAMBER OR INDUCED CAMBER UP, UNLESS OTHERWISE NOTED ON THE PLANS. SUBSTITUTION OF MEMBER SIZES OR STEEL GRADE WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL BY THE ARCHITECT. A MINIMUM OF TWO BOLTS IS REQUIRED FOR ALL BEAM CONNECTIONS. ALTERNATIVE CONNECTIONS TO THOSE SHOWN ON THESE DRAWINGS WILL REQUIRE PRIOR APPROVAL BY THE ARCHITECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ERECTION AIDS AND JOINT PREPARATIONS THAT INCLUDE, BUT ARE NOT LIMITED TO, ERECTION ANGLES, LIFT HOLES AND OTHER AIDS, WELDING PROCEDURES, REQUIRED ROOT OPENINGS, ROOT FACE DIMENSIONS, GROOVE ANGLES, BACKING BARS, COPES, SURFACE ROUGHNESS VALUES, AND UNEQUAL PARTS. WELDING ALL WELDING SHALL BE IN CONFORMANCE WITH AISC AND AWS STANDARDS, AND SHALL BE PERFORMED BY AWS—CERTIFIED WELDERS. ONLY WELDS THAT ARE PREQUALIFIED, AS DEFINED BY AWS, OR QUALIFIED BY TESTING SHALL BE USED. SHOP DRAWINGS SHALL SHOW ALL WELDING WITH AWS A2.4 SYMBOLS. WELDS SHOWN ON THE DRAWINGS ARE MINIMUM SIZES. INCREASE WELD SIZE TO AWS MINIMUM SIZES BASED ON THICKNESS. MINIMUM WELD SIZE SHALL BE 3/16—INCH, UNLESS NOTED OTHERWISE. THE WELDS SHOWN ARE FOR THE FINAL CONNECTIONS. FIELD WELD SYMBOLS ARE SHOWN WHERE FIELD WELDS ARE REQUIRED BY THE STRUCTURAL DESIGN. WHERE FIELD WELD IS NOT INDICATED, THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING IF A WELD SHOULD BE SHOP OR FIELD—WELDED IN ORDER TO FACILITATE THE STRUCTURAL STEEL ERECTION. ANCHORS POST—INSTALLED ANCHORS PROVIDE POST—INSTALLED ANCHORS PER THE FOLLOWING SCHEDULE UNLESS NOTED OTHERWISE: ANCHORS IN CONCRETE ANCHOR TYPE APPROVED ANCHOR(S) EVALUATION REPORT ADHESIVE HILTI HIT—RE 500—V3 ESR -2322 MECHANICAL HILTI KB -TZ ESR -1917 USE OF ALTERNATE PRODUCTS, OR OF POST—INSTALLED ANCHORS AT LOCATIONS NOT SHOWN IN THESE DRAWINGS, IS SUBJECT TO THE APPROVAL OF THE ARCHITECT. SUBMIT PROPOSED ANCHORS TO THE ARCHITECT WITH AN ICC—ES OR IAPMO UES REPORT VALID FOR THE 2015 IBC. SUBMITTED ICC—ES AND IAPMO UES REPORTS SHALL DEMONSTRATE THAT THE ANCHORS ARE SUITABLE FOR USE IN CRACKED CONCRETE OR UNCRACKED, FULLY GROUTED REINFORCED CONCRETE MASONRY UNITS. WHERE ANCHORS RESIST SEISMIC LOADS, SUBMITTED ICC—ES AND IAPMO UES REPORTS SHALL DEMONSTRATE THAT THE ANCHORS ARE SUITABLE FOR THE RESISTANCE OF SEISMIC LOADS. ADHESIVES SHALL NOT BE INSTALLED PRIOR TO THE CONCRETE REACHING AN AGE OF 21 DAYS AS REQUIRED BY ACI 318. HEADED SHEAR STUDS AND DEFORMED BAR ANCHORS ALL HEADED SHEAR STUDS SHALL CONFORM TO ASTM A 108 AND SHALL BE 3/4—INCH DIAMETER HEADED STUDS, UNLESS NOTED OTHERWISE. STUD LENGTHS AFTER WELD SHALL BE AS SHOWN ON THE DRAWINGS. DEFORMED BAR ANCHORS (DBA) SHALL CONFORM TO ASTM A 496 AND SHALL BE OF THE SIZE AND LENGTH SHOWN ON THE DRAWINGS. ALL STUDS AND DEFORMED BAR ANCHORS SHALL BE AUTOMATICALLY END WELDED IN SHOP OR FIELD WITH EQUIPMENT RECOMMENDED BY MANUFACTURER. EQUIPMENT ANCHORAGE EQUIPMENT GROUTING AND ANCHORAGE FALLS WITHIN THE SCOPE OF THE EQUIPMENT VENDOR AND THEIR LICENSED ENGINEER. CONSULT VENDOR DOCUMENTATION FOR REQUIREMENTS AND DETAILS. Q� OE/NG° � ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN B. RONIA CHECKED ENGINEER C. GOFF CHECKED DATE 07.31.18 SUBTITLE 610 7 ISSUED FOR CONSTRUCTION DESIGN BY KPFF DATE 07.31.18 GENERAL NOTES CURRENT REVISION 16015520 CITY OF TUKWILA AUG 16 2018 PERMIT CENTER REVIEWED FOR COMPLIANCE WITH NFPA 74 - NEC SEP 10 2013 City of Tukwila © DIVISION SYMBOL() 1601 5th Avenue, Suite 1600 Seattle, WA,98101 . 206.622.5822 www.kpff.com sic DATE 07.31.18 07.31.18 APPROVED E. GEORGE 07.31.18 APPROVED TITLE STRUCTURAL MASTER ADC THERMOPLASTIC PRESS BUILDING 09-101 DEV. CENTER, WA SHEET S2A JOB NO. 16015520 COMP NO. DWG NO. 09-101-S2-KPFF X-RAY VAULT DENOTES APPROXIMATE DEMOLITION EXTENTS. GENERAL NOTES: SEE SHEET S2 FOR NOTES. CONSTRUCTION NOTES: CONTRACTOR SHOULD BE AWARE THAT THE BUILDING IS IN 24 HOUR USE AND PROGRAMS WILL BE FUNCTIONAL ADJACENT TO THE PROJECT AREA. THIS WORK AREA MUST BE SUFFICIENTLY ISOLATED FROM THE REST OF THE BUILDING SO AS TO PREVENT ESCAPE OF DUST OR OTHER PARTICULATES THAT MAY CONTAMINATE ADJACENT PROGRAMS. PERFORM DEMOLITION IN SUCH A MANNER TO LIMIT IMPACTS TO FACILITY OPERATIONS SUCH AS AT NIGHT AND LIMITING VIBRATIONS BY USING EXPANSIVE GROUTS. COORDINATE DEMOLITION MEASURES AND METHODS WITH BOEING REPRESENTATIVE. CONTRACTOR TO PROVIDE DUST MITIGATION DURING DEMOLITION AND SOIL BACKFILLING UTILIZING 5000 SQ FT MAXIMUM ENCLOSED MOBILE STRUCTURE. VERIFY/COORDINATE ENCLOSURE AND DUST CONTROL REQUIREMENTS WITH BOEING PERSONNEL. SAW CUTTING, DRILLING, CHIPPING AND ANY ADDITIONAL MEANS OF DEMOLITION OF CONCRETE, AS WELL AS SOIL REMOVAL OR BACKFILLING, SHALL BE PERFORMED IN A MANNER OR MITIGATION PROVIDED TO LIMIT DUST PARTICLES FROM AFFECTING OTHER OPERATIONS WITHIN THE BUILDING. DEMOLITION EXTENTS ARE APPROXIMATE AND MAY BE MODIFIED WITH PRIOR APPROVAL. SAWCUT AND DEMOLISH SLAB ON GRADE. SAWCUT HOLE IN EXISTING TRENCH WALL FLUSH WITH INSIDE FACE AND BOTTOM OF NEW TRENCH. 3'-0" WIDE AND 3'-9" BELOW TOP OF FIRST FLOOR SLAB. TOP OF HOLE SHALL BE FLUSH WITH BOTTOM OF EXISTING TRENCH LID. SAWCUT AND DEMOLISH EXISTING FOUNDATION PIT WALL FLUSH WITH BOTTOM OF PIT, 3'-9" BELOW FIRST FLOOR SLAB. . WHEN SAWCUTTING SLABS, WALLS AND FOUNDATIONS, DO NOT OVERCUT CORNERS. -REVIEWED � WT H COMPLIANCE 70 - NEC City of.TukwUa BUILDING DIVISION SEP 10 2018 1S62 1S63 ZLX9c H c. TRENCH TRENCH RECEIVED CITY OF TUKWILA AUG 16 2018 PERMIT CENTER 'A�TIAL =1RST L00SLAB PLA SCALE: 1/8" = 1'-0" ISSUED FOR CONSTRUCTION DESIGN BY KPFF DATE 07.31.18 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com 1S90 1S91 I _ 1S94 KEY PLAN SCALE: NONE SYM A REVISION BY APPROVED SYM REVISION APPROVED ADC THERMOPLASTIC PRESS W5754747 KPFF E. GEORGE 07.31.18 e.m,Rer,mt ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. WN B. RONIA CHECKED DA E SUBTITLE 07.31.18 FIRST FLOOR SLAB PLAN (W -Z/1-19) - REMOVAL DATE ENGINEER C. GOFF CHECKED 07.31.18 TITLE ADC THERMOPLASTIC PRESS CURRENT REVISION W5754747 010 SYMBOL DATE 07.31.18 SHEET APPROVED E. GEORGE APPROVED 07.31.18 STRUCTURAL MASTER BUILDINGO 9-101 COL. W -Z/15-19 DEV. CENTER, WA 1S83R JOB NO. DWG NO. W5754747 09-101-1S83R COMP NO. SYM 50'-0" 50'-O" 50'-0" X-RAY VAULT male 14'-1 1/2"± 15'-0" 0 M 1S301 TYP. AT TRENCH TO [_" orho....L.anmowit 40 717A71 nifirr ■w www- wwwow IMMO ow rt. as zairmma-gi 0116 IF I F) REVISION BY APPROVED DATE SYM PARTIAL FOUNDATIO\ REVISION BY PLAN APPROVED DATE A B ADC THERMOPLASTIC PRESS W5754747 KPFF E. GEORGE 07.31.18 0 ;- 1510 g o (1) C) C.) o :-.) '- o ' - Q�BOE/NG° X J :) :) 1510 C.) A C.) (1) C) C.) :) C.) `) ISSUED FOR CONSTRUCTION DESIGN BY KPFF ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DRAWN B. RONIA DATE 07.31.18 DATE 07.31.18 CHECKED ENGINEER DATE C. GOFF CHECKED SUBTITLE RECEIVED CITY OF TUKWILA AUG 16 2018 PERMIT CENTER 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com FOUNDATION PLAN (W -Z11-19) LEGEND: GENERAL NOTES: 1. SEE SHEET S2 FOR NOTES. CONSTRUCTION NOTES: CONTRACTOR TO PROVIDE DUST MITIGATION DURING DEMOLITION AND SOIL BACKFILLING UTILIZING 5000 SQ FT MAXIMUM ENCLOSED MOBILE STRUCTURE. VERIFY/COORDINATE ENCLOSURE AND DUST CONTROL REQUIREMENTS WITH BOEING PERSONNEL. SAW CUTTING, DRILLING, CHIPPING AND ANY ADDITIONAL MEANS OF DEMOLITION OF CONCRETE, AS WELL AS SOIL REMOVAL OR BACKFILLING, SHALL BE PERFORMED IN A MANNER OR MITIGATION PROVIDED TO LIMIT DUST PARTICLES FROM AFFECTING OTHER OPERATIONS WITHIN THE BUILDING. 2. EQUIPMENT GROUTING AND ANCHORAGE FALLS WITHIN THE SCOPE OF THE EQUIPMENT VENDOR AND THEIR LICENSED ENGINEER. CONSULT VENDOR DOCUMENTATION FOR REQUIREMENTS AND DETAILS. 0 REVIEWEDWTCOMPL H NEPA 70 - NEC SEP 10 2016 City of Tukwila BUILDING DIVISION I V T T T T 1510 1S11 1S12 1S13 1S14 1S15 1S16 1S17 1S18 1S19 1S20 1S21 1S22 1S23 1S24 1S25 1S26 1S27 1S28 1S29 1, 1S30 1S31 I< 1S32 1S33 ---C 1S34 1S35 1S36 1S37 1S38 1S47—+ 1S39 1S40 1S41 1 _ 1S42 1S43 , 1S44 1S45 1S46 1S48 EL 1'i3- cihptfl SYMBOL E3 DATE CURRENT REVISION W5754747 07.31.18 07.31.18 APPROVED E. GEORGE APPROVE) 07.31.18 TITLE STRUCTURAL MASTER ADC THERMOPLASTIC PRESS BUILDINGO 9-101 COL. W -Z/15-19 DEV. CENTER, WA SHEET 1S33 JOB NO. W5754747 COMP NO. DUARTEE: 2/12/2013 DWG NO. 09-101-1S33 SYM ORIG 50'-0" 50'-0" 50'-0" X-RAY VAULT 1 I• 1S302 mo". p 1111111111111111111111111 1111IIr 1� �'� 1• l• � 1�1■IIII�■■.■ 1.11111•1111.111111111111 11.111$M1111111■■■./ 1S303 1S303 15302 1S302 EQUIPMENT PER TYP DETAIL N 1S299 c. TRENCH REVISION ADC THERMOPLASTIC PRESS W5754747 BY KPFF APPROVED E. GEORGE DATE 07.31.18 SYM A TIAL LOO S -RST La3 PLAN REVISION BY APPROVED DATE ISSUED FOR CONSTRUCTION DESIGN BY KPFF ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE RA N B. RONIA CHECKED ENGINEER C. GOFF CHECKED DATE 07.31.18 DATE 07.31.18 SUBTITLE RECEIVED CITY OF TUKWILA AUG 16 2018 PERMIT CENTER 1601 5th Avenue, Suite•1600 Seattle, WA 98101 206.622.5822 www.kpff.com FIRST FLOOR SLAB PLAN (W -Z/1-19) LEGEND: GENERAL NOTES: SEE SHEET S2 FOR NOTES. CONSTRUCTION NOTES: CONCRETE SURFACE, PROFILE, AND EXTENTS AS WELL AS EMBEDDED STEEL ITEMS, SHOULD BE COORDINATED WITH MOST CURRENT MACHINE DRAWINGS. 2. CONTRACTOR TO PROVIDE DUST MITIGATION DURING DEMOLITION AND SOIL BACKFILLING UTILIZING 5000 SQ FT MAXIMUM ENCLOSED MOBILE STRUCTURE. VERIFY/COORDINATE ENCLOSURE AND DUST CONTROL REQUIREMENTS WITH BOEING PERSONNEL. SAW CUTTING, DRILLING, CHIPPING AND ANY ADDITIONAL MEANS OF DEMOLITION OF CONCRETE, AS WELL AS SOIL REMOVAL OR BACKFILLING, SHALL BE PERFORMED IN A MANNER OR MITIGATION PROVIDED TO LIMIT DUST PARTICLES FROM AFFECTING OTHER OPERATIONS WITHIN THE BUILDING. 3. FOR PLAN DIMENSIONS SEE SHEET 1S33. 4. FOR ELECTRICAL PENETRATIONS OF SLAB LID SEE LOCATIONS ON SHEETS 09-101-1E133, 09-101-1E433, 09-101-1M121 AND 09-101-1M133. gc r 1S60 1S61 REVIEWED FOR COMPLIANCE WITH NEPA 70 - NEC SEP 10 2018 City of Tukwila BUILDING DIVISION 0 1S62 1S63 1S64 1S65 1S66 1567 1S68 1S69 1S70 1S71 1S72 1S73 1S78 1S79 1584 1S74 1S75 1580 1S81 1S85 1S86 1S76 1S82 1S77 0 1587 1S88 1S89 1590 1S91 1S92 1S93 1S97 1S94 KEY PLAN SCALE: NONE 1S95 1596 22 1S98 0 6-701 CURRENT REVISIONSYMBOL DATE W5754747 O 1 I 07.31.18 APPROVED E. GEORGE APPROVED 07.31.18 07.31.18 TITLE ADC THERMOPLASTIC PRESS BUILDINGO 9-101 STRUCTURAL MASTER COL. W -Z/15-19 DEV. CENTER. WA SHEET 1S83 JOB NO. W5754747 COMP NO. DUARTEE: 2/12/2013 DWG NO. 09-101-1S83 LOAD / UNLOAD SLIDE BOLTER r mo". p 1111111111111111111111111 1111IIr 1� �'� 1• l• � 1�1■IIII�■■.■ 1.11111•1111.111111111111 11.111$M1111111■■■./ 1S303 1S303 15302 1S302 EQUIPMENT PER TYP DETAIL N 1S299 c. TRENCH REVISION ADC THERMOPLASTIC PRESS W5754747 BY KPFF APPROVED E. GEORGE DATE 07.31.18 SYM A TIAL LOO S -RST La3 PLAN REVISION BY APPROVED DATE ISSUED FOR CONSTRUCTION DESIGN BY KPFF ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE RA N B. RONIA CHECKED ENGINEER C. GOFF CHECKED DATE 07.31.18 DATE 07.31.18 SUBTITLE RECEIVED CITY OF TUKWILA AUG 16 2018 PERMIT CENTER 1601 5th Avenue, Suite•1600 Seattle, WA 98101 206.622.5822 www.kpff.com FIRST FLOOR SLAB PLAN (W -Z/1-19) LEGEND: GENERAL NOTES: SEE SHEET S2 FOR NOTES. CONSTRUCTION NOTES: CONCRETE SURFACE, PROFILE, AND EXTENTS AS WELL AS EMBEDDED STEEL ITEMS, SHOULD BE COORDINATED WITH MOST CURRENT MACHINE DRAWINGS. 2. CONTRACTOR TO PROVIDE DUST MITIGATION DURING DEMOLITION AND SOIL BACKFILLING UTILIZING 5000 SQ FT MAXIMUM ENCLOSED MOBILE STRUCTURE. VERIFY/COORDINATE ENCLOSURE AND DUST CONTROL REQUIREMENTS WITH BOEING PERSONNEL. SAW CUTTING, DRILLING, CHIPPING AND ANY ADDITIONAL MEANS OF DEMOLITION OF CONCRETE, AS WELL AS SOIL REMOVAL OR BACKFILLING, SHALL BE PERFORMED IN A MANNER OR MITIGATION PROVIDED TO LIMIT DUST PARTICLES FROM AFFECTING OTHER OPERATIONS WITHIN THE BUILDING. 3. FOR PLAN DIMENSIONS SEE SHEET 1S33. 4. FOR ELECTRICAL PENETRATIONS OF SLAB LID SEE LOCATIONS ON SHEETS 09-101-1E133, 09-101-1E433, 09-101-1M121 AND 09-101-1M133. gc r 1S60 1S61 REVIEWED FOR COMPLIANCE WITH NEPA 70 - NEC SEP 10 2018 City of Tukwila BUILDING DIVISION 0 1S62 1S63 1S64 1S65 1S66 1567 1S68 1S69 1S70 1S71 1S72 1S73 1S78 1S79 1584 1S74 1S75 1580 1S81 1S85 1S86 1S76 1S82 1S77 0 1587 1S88 1S89 1590 1S91 1S92 1S93 1S97 1S94 KEY PLAN SCALE: NONE 1S95 1596 22 1S98 0 6-701 CURRENT REVISIONSYMBOL DATE W5754747 O 1 I 07.31.18 APPROVED E. GEORGE APPROVED 07.31.18 07.31.18 TITLE ADC THERMOPLASTIC PRESS BUILDINGO 9-101 STRUCTURAL MASTER COL. W -Z/15-19 DEV. CENTER. WA SHEET 1S83 JOB NO. W5754747 COMP NO. DUARTEE: 2/12/2013 DWG NO. 09-101-1S83 SEE TYP ;JOINT SEALER "---CLR 3" MAX 1-1 2 MIN. 3" MAX 1-1/2" MIN. 3" CLR CO\TOOL JOINT TYPICAL SLA3 o\ #8x5'-0" © 18" OC 1 1/2" SEE TYP JOINT SEALER (SIM) N KEY 1/3 SLAB DEPTH CONSTUCTIO\ JOIST (CJ) OVERFILL JOINT & GRIND FLUSH, SEE SPECS FOR SEALER REQUIREMENTS, USE MM80 TYP, UNO BOND BREAKER BACKER ROD (CELLULAR FOAM OR SOFT BUTYL RUBBER) NOTES: 1. SLAB ON GRADE IS TO MATCH EXISTING ADJACENT SLAB (12 INCHES THICK±), UNLESS NOTED OTHERWISE. 2. LOCATE CONSTRUCTION JOINTS, CONTROL JOINTS & EXPANSION JOINTS WHERE SHOWN ON PLAN OR AS APPROVED BY ARCHITECT. CONTRACTOR SHALL SUBMIT A JOINTING PLAN TO ARCHITECT FOR REVIEW. 3. SAWED JOINTS SHALL BE MADE AS SOON AS THE JOINT CAN BE CUT WITHOUT EDGES RAVELING AND WITHIN 12 HOURS OF SLAB FINISHING. SAWED JOINTS SHALL BE FILLED WITH SEALANT AS COORDINATED WITH THE ARCHITECT. GLADE H = SLAB DEPTH (SEE PLANS) SAWCUT JOINT TYP H/4 PLUS 1/2" DEPTH AS REQD FOR BOND BREAKER MATERIAL (TAPE OR BREAKER ROD) TYPICAL J01 \T SEALED SCALE: NTS '77771--+ DEPRESSED SLAB X CO\CRETE SYN RAISED SLAB CHANGE OF SLAB ELEVATION TOP OF SLOPING SLAB BOTTOM OF SLOPING SLAB CHANGE OF SLAB THICKNESS FLOOR OR WALL OPENING CONCRETE WALL CONCRETE COLUMN 3OLS SCALE: NTS DRILL AND INSTALL #4 ® 12" OC EF, W/ STD 90' HOOK ® TOP. HILTI—HIT—RE 500 V3 ADHESIVE ANCHORING SYSTEM (TYP ABOUT PERIMETER) EQUIPMENT 4" CLR, TYP 3" MIN #4 ® 12" OC, EW TYPICAL EQUIPME \T PAD SHEET CUT ON SHEET CUT ON SECTION S280 SECTION SHOWN ON DETAIL NUMBER DETAIL S10,S60 S280 SHOWN ON EL 21'-4" TOP OF FLOOR ELEVATION 4\\W EARTH 1.2 GRAVEL ISCELLA\EOUS SYMBOLS GRID LINES NORTH ARROW MATCHLINE EXISTING ELEMENTS SCALE: NTS REMOVE ALL LOOSE MATERIALS, OIL, GREASE, SEALANT, AND ROUGHEN SURFACE PRIOR TO PLACEMENT OF NEW CONCRETE SCALE: NTS SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ORIG ADC THERMOPLASTIC PRESS W5754747 KPFF E. GEORGE 07.31.18 LOCATION OF FULLY DEVELOPED BAR TYPICAL SLA3 EE\TRA\ SCALE: NTS NOTE 1 LOCATION OF FULLY DEVELOPED BAR 180 DEGREE HOOK (2) ADD'L #4x2'-0" BARS T&B T COf\E. ETAI L 90 DEGREE HOOK END HOOK ALL GRADES (D) FINISHED BEND DIAMETER BAR SIZE D 180° HOOKS HO' HOOKS E J A #3 24" 5» 3» 6» #4 3" 6» 4" 8" #5 33/4" 7" 5" 10" #6 4Y" 8" 6" 12" #7 5Y" 10" 7" 14" #8 6" 11" 8" 16" TABLE A MINIMUM TENSION EMBEDMENT LENGTHS, (Ldh) FOR STANDARD END HOOKS ON GRADE 60 BARS BAR NORMAL WEIGHT CONCRETE , f'c (psi) SIZE 3,000 4,000 5,000 8,000 20 26 3 6" 6" 6" 6" 5 24 4 8" 7» 7" 7" 38 38 5 10" 9" 8" 8" 72 8 6 12" 10" 9" 10" 54 71 7 14" 12" 11" 12" 80 104 8 16" 14" 12" 13" 9 18" 15" 14" 15" NOTES: 1. ABOVE VALUES VALID FOR ALL CASES IF: SIDE COVER 2Y" AND END COVER 2" 2. BAR DIMENSIONS "A" AND "E" ARE LENGTHS BEYOND THE STRAIGHT LENGTH OF THE BAR REQUIRED TO MANUFACTURE 90 AND 180 DEGREE HOOKS, RESPECTIVELY. 3. FOR EPDXY COATED HOOKS, INCREASE THE ABOVE EMBEDMENT LENGTHS BY 20%. TYP STD H00 SCALE: NTS <S AN D ENBEDME\ T ff"ElNG° • ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE Lbt • •. a . a • • ., • r 4 • Lbt CORNER BAR :fir - 4 r- d INTERSECTION BAR TYP WALL STEEL HOOK BAR W/ 180' HOOKS UP TO 2 —0 2'-0" TO 4'-0" 4 #3©8"OCW/ #3©8"OC 180' HOOKS 180' HOOK TYPICAL CO ..: UP TO 2'-0" PLAN VIEW • STD HOOK 2'-0" TO 4'-0" CRETE WALL DETAILS TYP. WALL STEEL HOOK BAR W/ 180' HOOKS END BAR U 4 a e 4 a. SCALE: NTS f'c = 4,000 PSI BAR SIZE LD LT Ls6 LSBT 3 15 20 20 26 4 19 25 25 33 5 24 32 32 42 6 29 38 38 50 7 42 55 55 72 8 48 63 63 82 9 54 71 71 93 #10 61 80 80 104 NOTES: 1. NOTATIONS: db LD LT LB Lc Lcs L SB ALL CONCRETE STRENGTHS B ZE LB Lc Lcs 3 8 12 12 4 10 15 12 5 12 19 14 6 15 23 17 7 17 26 20 8 19 30 . 23 9 22 34 26 #10 24 38 29 : NOMINAL BAR DIAMETER (INCHES) : TENSION DEVELOPMENT LENGTH (INCHES) FOR REINFORCEMENT SATISFYING THE FOLLOWING REQUIREMENTS: SLABS AND WALLS: CLEAR SPACING > 2db, AND CONCRETE CLEAR COVER > db BEAMS AND COLUMNS: CLEAR SPACING > db, AND CONCRETE CLEAR COVER > db : DEVELOPMENT LENGTH OF TOP BARS IN TENSION = 1.3 x 14) (INCHES) : DEVELOPMENT LENGTH OF BARS OR DOWELS IN COMPRESSION = 19 x db (INCHES) : TIED COLUMN LAP SPLICE IN COMPRESSION = 30 x db (INCHES) : SPIRAL COLUMN LAP SPLICE IN COMPRESSION = 22.5 x db (INCHES) : TENSION LAP SPLICE LENGTH FOR OTHER THAN TOP BARS = 1.3 x L.D (INCHES) LSBT : TENSION LAP SPLICE LENGTH OF TOP BARS = 1.69 x LD (INCHES) 2. MULTIPLY VALUES IN THE TABLE BY 1.5 IF CLEAR SPACING OR CONCRETE COVER DO NOT MEET THE REQUIREMENTS FOR LD IN NOTE 1. 3. TOP BARS: HORIZONTAL BEAM REINFORCING WITH MORE THAN 12 INCHES OF CONCRETE CAST BELOW. 4. THE DEVELOPMENT AND SPLICE LENGTHS ARE BASED ON REINFORCEMENT STRENGTH Fy = 60 KSI. 5. #14 AND #18 BARS SHALL NOT BE LAP SPLICED. SEE GENERAL NOTES. 6. MULTIPLY VALUES IN THE TABLE BY 1.3 FOR USE WITH LIGHTWEIGHT AGGREGATE CONCRETE. 7. FOR #4 BAR ANCHORED INTO EXISTING CONCRETE, DRILL AND ANCHOR WITH ADHESIVE WITH 8" EMBEDMENT, REI \FORCI\G 3AR DEVELOPME\T A\D SPLICE LE\GTH TA REVIEWED .FOR COMPLIANCE WITH NFPA 70 - NEC SEP 10 2018 City of •Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA AUG 16 2018 PERMIT CENTER UNO. 3LES RAWN B.RONIA CHECKED SCALE: NTS DATE 07.31.18 ENGINEER C. GOFF CHECKED SUBTITLE EL 1 0'1137 ISSUED FOR CONSTRUCTION DESIGN BY KPFF DATE 07.31.18 TYPICAL SLAB -ON -GRADE DETAILS; STRUCTURAL SMBOLS CURRENT REVISION W5754747 SYMBOL° 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com sic DATE 07.31.18 07.31.18 APPROVED E. GEORGE 07.31.18 APPROVED TITLE ADC THERMOPLASTIC PRESS BUILDING 09-101 STRUCTURAL MASTER DEV. CENTER, WA SHEET 1S299 10/23/2015 9:22:18 AM JOB NO. W5754747 COMP NO. DWG NO. 09-101-15299 SYM REVISION 13'-10 1/2" 16'-1 1/2" 27'-11 1/2" 2'-0 1/2" (E) ROUTER FNDN 23'-1 1 /2" 20'-11 1/2" L REINFORCED CONC SLAB CDF FILL 4 13'-10 1/2" 16'-1 1/2" S .0 O\ A SCALE: 1/2"-l'-0" 1S33, 158115300 27'-11 1/2" 2'-0 1/2" BY (E) ROUTER FNDN 23'-1 1/2" 20'-11 1/2" 1 LJ 4 E REINFORCED CONC SLAB, TYP CDF FILL 4 REINFORCED CONC WALL VERTICAL UNISTRUT EMBEDS clla 8'-0" OC, PERIMETER OF PIT w REINFORCED CONC FILL r -- .. 4 1S302 i i PI L CDF FILL APPROVED DATE SYM REVISION BY APPROVED DATE ORIG ADC THERMOPLASTIC PRESS W5754747 KPFF E. GEORGE 07.31.18 S=C 0\ B SCALE: 1/2"- Q� BOE/NG' 1S33, 1 S83 1 S300 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN B.RONIA CHECKED DATE 07.31.18 ENGINEER C. GOFF CHECKED SUBTITLE Y REVIEWED FOR. COMPLIANCE WITH NFPA 70 - NEC SEP 10 2018 City of Tukwila BUILDING DIVISION ISSUED FOR CONSTRUCTION DESIGN BY KPFF DATE 07.31.18 CONCRETE DETAILS CURRENT REVISION W5754747 RECEIVED CITY OF TUKWILA AUG 16 20+8 PERMIT CENTER MBOL0 1 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.cam sic DATE 07.31.18 07.31.18 APPROVED E. GEORGE APPROVED 07.31.18 TITLE ADC THERMOPLASTIC PRESS BUILDING 09-101 STRUCTURAL MASTER DEV. CENTER, WA SHEET 1S300 JOB NO. W5754747 COMP NO. DWG NO 09-101-1S300 co Cst 0 M 0 0 CD CD SYM REVISION '-10 2" 16'-1 2" 5'-8 7/8" '-3 1/8" THERMO PRESS 27-1 1/2" 2'-0 1/2" 23'-1 1/2" (E) ROUTER FNDN TRENCH 20'-11 1/2" REINFORCED CONC SLAB, TYP t 1 ( 1 1 1 1 1 1 I— —1 1 1 1 1 1 1 1 1 1 1 11 1 EQUIPMENT. GROUTING AND ANCHORAGE FALLS WITHIN THE SCOPE OF THE EQUIPMENT VENDOR AND THEIR LICENSED ENGINEER. CONSULT VENDOR DOCUMENTATION FOR REQUIREMENTS AND DETAILS REINFORCED CONC WALL, TYP ......... VERTICAL UNISTRUT EMBEDS @ 8'-0" OC, PERIMETER OF PIT REINFORCED CONCRETE FILL 1S302 16'-1 1/2" 23'-1 1/2" s -CTIO A SCALE: 1/2"-1'-0" 5'-8 7/8" '-3 1/8" THERMO PRESS L L 1_ 4. 4. REINFORCED CONC SLAB, 1YP CDF FILL B 1S33, 1S83 ...(E) ROUTER FNDN TRENCH 1S30 1S301 27'-11 1/2" 20'-11 1/2" 4 A 1S30 : •' REINFORCED CONC WALL AT NEW PIT BEYOND, TYP CONC WALL AT NEW PIT BEYOND, TYP CDF FILL 2'—O 1/2" BY APPROVED DATE SYM REVISION APPROVED DATE s -CTIO 4IW B SCALE: 1/2"-l'-0" ORIG ADC THERMOPLASTIC PRESS W5754747 KPFF E. GEORGE 07.31.18 1S33, 1S83 :1301 ® ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN B.RONIA CHECKED DATE 07.31.18 ENGINEER C. GOFF CHECKED SUBTITLE rti e coo. 67 REVIEWED .FOR COMPLIANCE WITH NFPA 70 - NEC SEP 1 0 2018 City of Tukwila BUILDING DIVISION ISSUED FOR CONSTRUCTION DESIGN BY KPFF DATE 07.31.18 CONCRETE DETAILS CURRENT REVISION W5754747 RECEIVED CITY OF TUKWILA AUG 16 2018 PERMIT CENTER BOL0 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com ic DATE 07.31.18 07.31.18 APPROVED E. GEORGE APPROVED 07.31 8 TITLE ADC THERMOPLASTIC PRESS BUILDING 09-101 STRUCTURAL MASTER DEV. CENTER, WA SHEET 1S301 JOB NO. W5754747 COMP NO. YRONR: 10/23/2015 9:22:18 AM DWG NO. 09-101-1S301 1S303 REINFORCED CONC WALL CONC SLAB W/ REINF PER PLAN #4 © 12" OC EACH FACE, TYP CONC SLAB W/ REINF PER PLAN ELECTRICAL AND MECHANICAL COMPONENTS SECURED TO STRUCTURE USING STANDARD COMPONENTS, MAX CUMULATIVE 100 LBS 1S303 VERTICAL UNISTRUT EMBEDS c 8'-0" OC, PERIMETER OF PIT VERTICAL UNISTRUT EMBEDS ® 8'-0" OC, PERIMETER OF PIT P1000 UNISTRUT CHANNEL, TYP #4 ® 12" OC EACH FACE, TYP #4 © 12" OC EACH WAY, TOP & BOT L3x3x1/4 W/ 1/2"0x8" HEADED CONC ANCHORS ® 1'-6" OC - UNISTRUT P1358, TYP #4 © 12" OC EACH FACE, TYP EACH WAY UNISTRUT P2072A SQ WITH (4) 5/8"0 EXPANSION ANCHORS WITH 4" EMBED, TYP (E) CONC FOUNDATION #4 ® 12" OC EACH FACE, TYP (E) CONC FOUNDATION EQUIP\AE\T PIT WALL AT (E) FOUNDATION (-16 SCALE: I/2'=1'-0" 1S33, 15 Q3 15303 BENCH (B 1S33, 1883 15303 NOTES: 1. AT CONTRACTOR'S OPTION, UNISTRUT COMPONENTS MAY BE SUBSTITUTED FOR APPROVED ALTERNATE. 2. REFERENCE DRAWINGS 09-101-1E83, 09-101-1E133 AND 09-101-1M133. TYPICAL UTILITY STA\D EMBED PER DETAIL 1/S302 (E) PARTITION 1/4" GALV CHECKER PLATE FLUSH WITH T/SLAB, COPED AROUND PIPING AND CONDUIT PASSING INTO TRENCH, MAX 1/4" GAP 1/4" CHECKER PLATE COPED AROUND PIPING AND CONDUIT PASSING INTO TRENCH, MAX 1/4" GAP (E) SLAB ON GRADE PRECAST CONC TRENCH UD 1S303 L2x2x1/4 FULL PERIMETER OF CHECKER PLATE COVER FILL SLOT WITH HARD GREASE (WATER PUMP LUBE) SWIVEL LIFT PLATE SLOTTED LAG STUD 1"0 BURKE SINGLE LIFTING INSERT (OR APPROVED EQ.) SQ. HEAD TYLAG TRENCH WALL, REINFORCING PER SECTION A/1 S302 1S303 PRECAST CONC TRENCH LID 2—#4x2'-0" E.W. 1 � 1 - IN—PLACE POSITION LIMING POSITION 1S33, 1S83 1S303 CHEC4EPLATE COVES SUPPORT DETAIL SCALE: 1 1/2"=1'-0" -LS303 CHECKED PLATE COVER SCALE: 1 1/2"=1' -0" LIFTI\G I\SEAT DETAIL SCALE 1 1/2"=1'-0" 1S303 (E) TUNNEL LID PROVIDE 1/4" CHECKER PLATE COPED 1/2" CLEAR AROUND PIPE TO COVER EXTRA OPENING CONSTRUCTION NOTES: TRENCH REINF PER 1/1S302 1. FOR TYPICAL CONCRETE AND REINFORCEMENT DETAILS SEE SHEET 1S299. 2. FOR #4 BAR ANCHORS INTO EXISTING CONCRETE, DRILL AN ADHESIVE WITH 8" EMBEDMENT, UNO. 6"x6" CONC CURB, TYP TRENCH WALLS BEYOND AT TRENCH SLAB: #4 c 12" OC T&B AT TRENCH WALLS: #4 ® 12" OC, CENTERED IN WALL (E) TUNNEL City of Tukwila BUILDING DIVISION (1) 04 BAR, EMBEDDED INTO FOUNDATION WALL EA END (E) CONC FOUNDATION NOTES: 1. MAXIMUM OF (1) BLOCKOUT PER PRECAST PANEL. 2. GC TO COORDINATE PRIOR TO PRECAST PANEL SHOP DRAWING SUBMITTAL. TSE\CH LID ELECTRICAL AND MECHA\ICAC 3LOCKOUTS SCALE: 1 1/2"=1'-0" TENCH CO\TI\AME\T CU -3S SCALE: 1/2"=1'-0" TE\CH SECTIO SCALE: 1/2"=1'-0" \ AT (E) TU\\EL £L1 ?-cflo7 ISSUED FOR CONSTRUCTION NF1 1S33, 1St1S303 DESIGN BY KPFF DATE 07.31.18 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com REVISION APPROVED REVISION APPROVED ORIG ADC THERMOPLASTIC PRESS W5754747 E. GEORGE 07.31.18 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DRAWN B. RONIA CHECKED ENGINEER C. GOFF CHECKED DATE 07.31.18 SUBTITLE 07.31.18 TITLE APPROVED E. GEORGE APPROVED 07.31.18 CONCRETE DETAILS CURRENT REVISION W5754747 ADC THERMOPLASTIC PRESS BUILDING 09-101 SYMBOLO 1S303 07.31.18 JOB NO. W5754747 COMP NO. STRUCTURAL MASTER DEV. CENTER, WA DWG NO. 09-101-1S303 T T T lmllo 1M111 1M112 1M113 1M114 1M115 .1M116 1M117 1M118 1M119 1M120 2HCA UP 1M122 1M123 1M124 1M125 '' Ai lk Mk AlitAik Iiill 1M128 Ilk r 1M131 FROM TRENCH 1M133 M134 1M135 1M136 1M137 1M138 CI 1M139 1M140 1M141 1M142 1M143 1M144 1.— 1M145 ( 1M146 1 11 .....a.i mu mm —11 1 11 UTILITY STATION WITH AIR FILTER _4it • 1"CA AFT FUSELAGE II/ III x x Ix X X X X X --StYFFR7F-S x x x x x X x 41 41 41 r x LUBRICATOR1 r .z x x x 1 — 1 1/2" MANOMETER LINE - 40 40 I "PROPRESS" FITTINGS 41 0 1"UP FROM - 0 3 Ek —3/8 0 QUICK. DISC. wo 0 I_ —I TRENCH 0 1 1--- 41LUBRICATOR 44: 4P (TYP. 8 PLACE -101 EMERGENCY EYE—WASH —\\ 0 2 i"QUICK— DISCONNECT im al 41 J-44 0 ('5 IraMI -1"CA 1"CA 11671 LUBRICATOR MI Iiii 14: 1"UP FROM I Imir 1 TRENCH 2" COPPER TUBING, HYDRAULIC EQUIP — 1 . — — 1 1 /2" HOSE IN COIL STORED POSITION VENT, 13' A.F.F. 11 1 , 2" CAM COUPLER, 3" COMPRESSED AIR DN. TO TUNNEL TUNNEL #5 BELOW ) FT FUSELAGE "CA I 1 1REINFORCED _ NUGLASS #5600525, GLASS—FIBER NYLON 1"C SUPPORTS UP u MP J Ai e 41 - 09 I- 41 qL1144 ' 41 — 0 1 EA. -1/4 QUICK DISC. 0 ) ee • in QUICK—DISC, I— -I FILTER " LIU ._ 0 , Arilh„.N. 1 WBRICATOR S) -- ci_% ,... .11 . . . I 30 FEET HOSE WITH MANIFOLD ._,1"CA 1"CA TUNNEL #5 BELOW .) 1"CA I— SEE DETAILAM -4 ' 1M120 M584 H". -d 1- H \ 1 _ _ - - x 1 . x x x x 11 LJ Li 11 4 11q;‘,p8 I r rid OT & COLD 11/2"VTR 4"VTR k WM k d —I I WATER , 1"CA 1 1 ,i, n SHE Ir C Azt - min ENC I 2"45 AIR DN. I ,t..\. 5 ri 36x72 If I TO TRENCH, 1-1/2" RISER FROM TRENCH SEE 1M221 lir Elkay PSLVR1917 I lavatory sink w/ _ ___ x x x x X x x I x Delta Faucet M/S M/S M/S M/S M/S M/S M/S i x x 26C3944—TI — — — _ XX X _ _ l[ II II BANDSAW VACUUM 1—. 1 II II h 11 L J1 _II _ _ I r 1 [-- L J — ____ ..... — n fj_El n — I— —I u u u ____ u 1-- —I _ _ I 1 1 1LJ r i F.-- --1 _ 1 _____ - 11 1 - - _ _ FIST FLOO SCALE: 1/ 1 —0" PLA\ SYM REVISION BY APPRO D DATE REVISION BY APPROVED DATE REDRAWN KB/CH 8.19.99 P ADC THERMOPLASTIC PRESS W5754747 FSi AWL 07.31.18 K PROVIDE UTILITIES FOR 3P TOOLS J#535199-00 M.WONG RWS 11.14.03 F ADD MANOMETER UNE (COPPER) 523450-00 DMV RWS 04-12-02 L HOOK UP AIR HOSE TO BENCH 3394105 M.WONG RWS 10.04.06 G INSTALL AIR DROP 525636-00 DMV RWS 08.27.02 M MIC EXPANSION 80450-00 M .WO NG RWS 12.11.08 H PROVIDE EXHAUST HOLE W/ FITTING 1000614226 .WONG R.SQUIRES 03 13.0 N INSTALL COMP AIR OUTLETS 8683275 HARR HARR 03/30/09 J DISCNT UTILTIY, ACC 363 & 376 J#535198-00 M.WONG KMW 10.16.0 1,18 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DA AT N OPPER 3 DAT P LEGE\ D A CW HW PW IWP V • RWL SAN VAC —D G GE\EAL COMPRESSED AIR DOMESTIC COLD WATER DOMESTIC HOT WATER SUPPLY PROCESS WATER INDUSTRIAL WASTE PUMPED VENT RAIN WATER LEADER SANITARY WASTE PROCESS VACUUM DRAIN GAS OTES CO \1STRLC ION NO RECONNECT VACUUM TUBING TO BANDSAW. COORDINATE WITH BOEING FOR MOUNTING INFORMATION. - FERE\ DAW1 \GS 1. SEE TNM121 FOR TRENCH PIPING CA -6107 RECEIVED CITY OF TUKWILA AUG 16 2010 PERMIT CENTER ae FSi consulting engineers Seattle, Washington . - Solutions & Service CHECKED ENGINEER SU ISSUED FOR CONSTRUCTION DESIGN BY FS i DATE 07 , 31 18 PLUMBING FIRST FLOOR PLAN . . REVIEWED FOR COMPLIANCE WITH NFPA 70 - NEC SEP 1 0 2018 City of Tukwila BUILDING DIVISION 9-101.1 KEY PLAN SCALE NONE CURRENT REVISION W5754747 0 D DA 07.31.18 CHECKED DOUG. HAN APPROVED APPROVED RALPH. SQUIRES 10.15.08 10.24.08 TITLE MECHANICAL MASTER ADC THERMOPLASTIC PRESS BUILDING 9-101.1 COL. W—Z/6-11 D.0 SHEET 1M121 JOB NO. COMP NO. DWG NO. 09-101-1M121 T T T lmllo 1M111 1M112 1M113 1M114 1M115 .1M116 1M117 1M118 1M119 1M120 /1M121/ / 1M122 1M123 1M124 1M125 1M126 1M127 1M128 1M129 1M130 1M131 1M132 1M133 M134 1M135 1M136 1M137 1M138 —I 1M139 1M140 1M141 1M142 1M143 1M144 1.— 1M145 ( 1M146 1 9-101.1 KEY PLAN SCALE NONE CURRENT REVISION W5754747 0 D DA 07.31.18 CHECKED DOUG. HAN APPROVED APPROVED RALPH. SQUIRES 10.15.08 10.24.08 TITLE MECHANICAL MASTER ADC THERMOPLASTIC PRESS BUILDING 9-101.1 COL. W—Z/6-11 D.0 SHEET 1M121 JOB NO. COMP NO. DWG NO. 09-101-1M121 r -- TRENCH PIPING SEE 9-101—TNM133 HOSE REEL HOSE REEL 11111101111 1"A DN TO TRENCH 1'VAC DN TO TRENCH 2"VAC DN TO TRENCH 1"A 1'VAC 2"A DN TO TRENCH SEE 9-101—TNM133 i E I t 1M110 1M111 1M112 1M113 1M114 1M115 t 1 1M117 1M118 IT 1M120 1M121 c 1M122 1M123 1M124 1M125 1M126 1M127 1M128 1M129 1M130 1M131 1M1327/1M133/ / //// igineers nn 1M135 1 t 1 1M138 -IM134 1M139 1M140 1M141 1M142 1M143 1MiJJ44 I—_ 1M145 1M146 I I I l 1 ILOAD 1"0 A S(S' / UNLOADS SLIDE BOLSTER 1 1,1 a ° I •°°Y ll it *. 1 i � 1 1 1 4 I�I iJ i FOR DUPLEX COMPRESSED AIR DETAIL (TYP), SEE 1M133 1/2"0 CW CAPPED j 1"0 3/4" A UP COL. X/19 TO OVERHEAD CATWALKS (EXISTING) 3" AIR AND 4" VACUU 1 1/2"0 A INSIDE SPACE BETWEEN ANNEX AND HIGH BAY WALLS 1-1/2"0 A A A 1 1/2"0 CW CAPPED A A EXISTING CAPPED AIR AND F I ST F L010. P LA\ VACUUM OUTLETS ON ANNEX SIDE OF WALL ISSUED FOR CONSTRUCTION DATE 07.31 .18 LEG -�D A VAC GE\ COMPRESSED AIR PIPING PROCESS VACUUM PIPING DUPLEX COMPRESSED AIR OUTLET SIMPLEX PROCESS VACUUM OUTLET -RAL \ or .S . COMPRESSED AIR AND PROCES 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: PIPE: ASTM 13-88 SEAMLESS COPPER, TYPE L, HARD DRAWN. FITTINGS: 2" AND SMALLER: WROUGHT OR CAST COPPER SOLDERED OR PROPRESS SOCKET FITTINGS. BRAZED JOINTS BELOW GROUND. 2-1/2" OR LARGER: TYPE L COPPER ROLL—GROOVED FITTINGS AND DUCTILE IRON ROLL—GROOVED COUPLINGS WITH EPDM GASKETS, RIGID SYSTEM. VALVES: 2" AND SMALLER: BRONZE THREE—PIECE BALL VALVE, SOLDER END. APOLLO 82-200. 2-1/2" AND LARGER: ELASTOMER—LINED LUGGED BUTTERFLY VALVE. FURNISH WITH 125# COPPER FLANGE ADAPTERS. DEMCO 211xx 2. TESTING OF NEW COMPRESSED AIR AND PROCESS VACUUM PIPING SHALL USE COMPRESSED AIR OR NITROGEN AT 150 PSIG FOR 1 HOUR. THERE SHALL BE NO LOSS IN PRESSURE. CHECK EACH JOINT WITH SOAPY WATER. QEF-�E\CE JRAWI\ GS SEE 1TNM133 FOR TRENCH AND TUNNEL PIPING CO\STRUCTIO or IS ROUTE COMPRESSED AIR LINE FROM POINT OF CONNECTION, INTO TRENCH, AND TERMINATE AT EDGE OF TOOL. PROVIDE ISOLATION VALVE AT CONNECTION WITH MAIN. ROUTE COMPRESSED AIR LINE FROM POINT OF CONNECTION IN TUNNEL, THROUGH TRENCH, TO ABOVE GRADE COMPRESSED AIR DROPS. PROVIDE ISOLATION VALVE AT CONNECTION WITH MAIN. ROUTE COMPRESSED AIR LINE TIGHT TO TRENCH PERIMETER. MAINTAIN CONSISTENT ELEVATION OF HORIZONTAL PIPE RUN. PROVIDE DUPLEX AIR CONNECTION NEAR EDGE OF TRENCH. SEE STRUCTURAL DETAIL C/1 S303 FOR LOCATION AND MOUNTING. SEE STRUCTURAL FOR TRENCH LID PENETRATION DETAIL. RECEIVED CITY OF TUKWILA AUG 16 2016 PERMIT CENTER OA?) -011 —0" 16 FSi consulting e Seattle,. Washing Solutions REVIEWED FOR COMPLIANCE WITH NFPA 70 - NEC SEP 10 2018 City of Tukwila BUILDING DIVISION s F 1/ T T T T 1M110 1M111 1M112 1M113 1M114 1M115 t 1M116 1M117 1M118 1M119 1M120 1M121 c 1M122 1M123 1M124 1M125 1M126 1M127 1M128 1M129 1M130 1M131 1M1327/1M133/ / //// igineers nn 1M135 1M136 1M137 1M138 -IM134 1M139 1M140 1M141 1M142 1M143 1MiJJ44 I—_ 1M145 1M146 Service 9-101 KEY PLAN REVISION APPROVED REVISION APPROVED L ADC THERMOPLASTIC PRESS B RELOCATE WATER JET W5754747 07.31.18 CHANGE OUT WATERJET—JET EDGE J#526545-06 M.WONG 02.12.03 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED J#147040-01 C RELO. WATER JET — SUMP REV. J#147040-00 r INSTALL HOSE REEL FOR C/A INCTAII ('.(IAAPRFSSFl1 AIR J#757338-00 J41790125—LO G 7E7 ASSEMBLY AREA 54613300 04.28.04 APPROVED BY H INSTALL ROBOTIC WATERJET UTILITIES J INSTALL DUPLEX AIR OUTLET J#546133-02 C. HARRAH DRAWN F. FURTER CHECKED SUBTITLE PLAN - PLUMBING CURRENT REVISION W5754747 SYMBOL ENGINEER D. GEONANGA CHECKED TITLE J4192708 02.05.07 APPROVED HARRAH K ADC 11 LEG 04.01.13 APPROVED ECHANICAL MASTER ADC THERMOPLASTIC PRESS BUILDING 9-101 COL. w—Z/15-19 D 1M133 JOB NO. 546133-02 COMP NO. CENTER, DWG NO. 09-101--1M133 TRENCH PIPING SEE 9-101-TNM133 1"A DN TO TRENCH 11VAC DN TO TRENCH SEA LAUNCH CENTER HIGH BAY MANUFACTURING OCCUPANCY PER 2009 I.B.C. 6,895 SF OF 104,833 SF SURROUNDING HIGH BAY AREA 35 OCCUPANTS AT 200 SFJOCCUPANT. 1100E RLCL �1" CA CW HOSE REEL /1"A 1"VAC 21VAC DN TO TRENCH 1"A 'VAC 2"A DN TO TRENCH TUNNEL NO 7 SEE 9-101-TNM133 "VAC DN TO TUNNEL "A DN TO TUNNEL VACUUM COOLANT TANKS VACUUM PUMP #3 VACUUM PUMP #1 BY VENDOR 1"0 1"0 A UP FOR TOOL SERVICE 1 1/2"0 CW FOR TOOL SERVICEC2 r- �II.MIIIwi'i�� 34" A UP COL. X/19 TO OVERHEAD CATWALKS (EXISTING) 3" AIR AND 4" VACU M INSIDE SPACE BETWEEN ANNEX AND HIGH BAY WALLS A A COMPRESSED AIR FILTER BY VENDO 1 1N1/2 0 CW FOR 11101113E$E'VICE A A EXISTING CAPPED AIR AND - VACUUM OUTLETS ON ANNEX SIDE OF WALL IRST FLOOR PLAN SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE L ADC THERMOPLASTIC PRESS W5754747 FSi AWL 07.31.18 F CHANGE OUT WATERJET-JET EDGE J#526545-06 M.WONG RWS 02.12.03 B RELOCATE WATER JET J#147040-01 KGP { 1M128 G 7E7 ASSEMBLY AREA 54613300 MJS RWS 04.28.04 C RELO. WATER JET - SUMP REV. J#147040-00 KGP 1M135 1M136 H INSTALL ROBOTIC WATERJET UTILITIES J#546133-02 C. HARRAH RWS 9.1.04 D INSTALL HOSE REEL FOR C/A J#757338-00 KGP EJC 9/15/95 J INSTALL DUPLEX AIR OUTLET J4192708 RWS RWS 02.05.07 ,.,�T., nnunnrnc+rn ♦in i 7f/11'm_I !\ UADPAI-1 v Anr. WH LEG 04.01.13 EL:FM" rr� ISSUED FOR CONSTRUCTION DESIGN BY FS i DATE 07.31 .18 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DEPT. DATE 07.31.18 DRAWN F. FURTER CHECKED ENGINEER D. GEONANGA RE YREVbEWE FOR COMPLIANCE NFPA 70 0 NEC SEP 10 2018 City of •Tukwila - BUILDING DIVISION 40 RECEIVED CITY OF TUKWILA AUG 16 2018 PERMIT CENTER 611 QVAL 16 FSi consulting e DATE 1/9/92 CHECKED APPROVED APPROVED SUBTITLE TITLE MECHANICAL MASTER Seattle, Washing A COMPRESSED AIR PIPING VAC PROCESS VACUUM PIPING DUPLEX COMPRESSED AIR OUTLET SIMPLEX PROCESS VACUUM OUTLET G SAL \O -S 1. COMPRESSED AIR AND PROCES 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: PIPE: ASTM B-88 SEAMLESS COPPER, TYPE L, HARD DRAWN. FITTINGS: 2" AND SMALLER: WROUGHT OR CAST COPPER SOLDERED OR PROPRESS SOCKET FITTINGS. BRAZED JOINTS BELOW GROUND. 2-1/2" OR LARGER: TYPE L COPPER ROLL -GROOVED FITTINGS AND DUCTILE IRON ROLL -GROOVED COUPLINGS WITH EPDM GASKETS, RIGID SYSTEM. VALVES: 2" AND SMALLER: BRONZE THREE-PIECE BALL VALVE, SOLDER END. APOLLO 82-200. 2-1/2" AND LARGER: ELASTOMER -LINED LUGGED BUTTERFLY VALVE. FURNISH WITH 125# COPPER FLANGE ADAPTERS. DEMCO 211xx 2. TESTING OF NEW COMPRESSED AIR AND PROCESS VACUUM PIPING SHALL USE COMPRESSED AIR OR NITROGEN AT 150 PS1G FOR 1 HOUR. THERE SHALL BE NO LOSS IN PRESSURE. CHECK EACH JOINT WITH SOAPY WATER. �F C IRAWI\ GS SEE 1TNM133 FOR TRENCH AND TUNNEL PIPING v OVAL IS REMOVE AND PROTECT BAND SAW AND VACUUM FOR RELOCATION. DEMO CW AND COMPRESSED AIR LINE BACK TO SLAB AND CAP FLUSH WITH SLAB. ABANDON PIPE BELOW SLAB. DEMO COMPRESSED AIR LINE BACK TO SLAB AND CAP FLUSH WITH SLAB. ABANDON PIPE BELOW SLAB. REMOVE VERTICAL COMPRESSED AIR PIPING TO APPROXIMATELY 6" AFF AND CAP. REMOVE VACUUM PUMP, PIPING, AND ASSOCIATED HARDWARE (TYP 4). REMOVE COOLANT TANKS. CONTRACTOR TO COORDINATE DRAINAGE OF TANKS WITH OWNER PRIOR TO COMMENCING WORK. REMOVE COLD WATER LINE BACK TO SLAB AND CAP FLUSH WITH SLAB. ABANDON PIPE BELOW SLAB. REMOVE ALL VERTICAL COLD WATER PIPING AND CAP AT MAIN. REMOVE COLD WATER PIPING BACK TO NEAREST FUNCTIONAL BRANCH AND CAP. DEAD LEG PIPE IS NOT ACCEPTABLE. T iV T T T 1M110 1M111 1M112 1M113 1M114 1M115 1M116 1M117 1M118 1M119 1M120 1M121 1M122 1M123 1M124 1M125 1M126 1M127/j { 1M128 1M129 1M130 1M131 1M132 77/ // , 1M133 • igineers to —6134 1M135 1M136 1M137 1M138 1M139 1M140 1M141 1M142 1M143 1M 44 0 1M145 1M146 Solutions & Service PLAN - PLUMBING ADC THERMOPLASTIC PRESS BUILDING 9-101 COL. W—Z/15-19 9--101 KEY PLAN CURRENT REVISION W5754747 SYMBOL L DATE 07.31.18 SHEET 1M133R JOB NO. 546133-02 COMP NO. DEV. CENTER, WA DWG NO. 09-101-1M133R IN a —ft— (EXIST) STANDARD SPRINKLER, PENDANT (165' UNLESS OTHERWISE NOTED) (NEW) STANDARD SPRINKLER, PENDANT (165` UNLESS OTHERWISE NOTED) (EXIST) STANDARD SPRINKLER, UPRIGHT (165' UNLESS OTHERWISE NOTED) (NEW) STANDARD SPRINKLER, UPRIGHT (165` UNLESS OTHERWISE NOTED) SPRINKLER PIPING, SIZE AND SLOPE TO LOW POINT DRAIN SPRINKLER RISER (ALARM VALVE OR UPPER FLOORS WATER MOTOR GONG PIPE HANGER 2–WAY EARTHQUAKE BRACING 4–WAY EARTHQUAKE BRACING —0— N 0 1515 8-2 8-2 .12 / T A 1.0 1 1/2 8-8 \ 14 1 114 112 8-2 „ 8-2 ,. ' 8-2 8-2 -NRnL NOTES THE DC FIRE AND BURN PERMIT OFFICE (206-655-8800) SHALL BE NOTIFIED 24 HOURS IN ADVANCE OF ALL VALVE CLOSURES, FLUSHING, AND HYDROSTATIC TESTS ON THE FIRE PROTECTION SYSTEM. THE MAXIMUM DURATION OF A SYSTEM CLOSURE IS 8 HOURS. 2. PIPE HANGERS SPACING SHALL BE PER NFPA #13. A CONTRACTOR'S MATERIAL AND TEST CERTIFICATE WILL BE REQUIRED UPON COMPLETION OF THE TESTING. THE CERTIFICATE MUST BE SIGNED OFF BY THE BOEING EVERETT FIRE INSPECTOR DEPARTMENT PRIOR TO COMMENCING ADDITIONAL WORK ON THE FIRE PROTECTION SYSTEM. 8-2 8-2 8-2 8-2 8 8 1 4 1 1 1 4 1 1 2 1 1 2 2 1 1 4 1 8-2 „ 8-2 „ 8-2 „ _` 8-2 „ ` : -8 „ ' - 5-5 " : -2 8-2 N ti 4. FIRE PROTECTION PIPING SHOP DRAWINGS SHALL BE SUBMITTED TO BOEING FIRE PROTECTION ENGINEERING AND MUST BE APPROVED BEFORE ANY MODIFICATION TO THE FIRE PROTECTION PIPING SYSTEM BEGINS. 5. SEISMIC BRACING SHALL BE INSTALLED IN ACCORDANCE WITH FM STANDARDS. SEE FM DATA SHEETS 2-8, "EARTHQUAKE PROTECTION FOR WATER–BASED FIRE PROTECTION SYSTEMS" FOR SPECIFIC DETAILS. 11 2 112 112 114 1 3- = 5-5 _ 8-2 8-2 8-2 8-2 +7 1 _ 1 1 4 1 1 2 1 1,2 2 1 1 4 8-2 Y 8-2 8-2 8-2 8- n 1i- = 5-5 N ry /4 5-5 c x`` 81 2 N} M (N. 1 1/4 \ 1 5-5 ? " 8-2 r \N} 2 1 1/4 1 ti 2 8-8 2. - N 1/4 \ 1 5-5 8-2 1 1 8- 8-2 „ " „ " :-2 N N 112 8 2 1 8-2 CO Q 112 1 FIRE SPRINKLER PIPING PIPE: SCHEDULE 40, BLACK STEEL, CONFORMING TO REQUIREMENTS OF ASTM A53/A53M, TYPE E (ELECTRIC_RESISTANCE_WELDED) OR TYPE S (SEAMLESS), GRADE B. FITTINGS: BUTTWELDING FITTING CONFORMING TO REQUIREMENTS OF ASME 816.9; STANDARD WEIGHT, SEAMLESS WROUGHT CARBON STEEL CONFORMING TO REQUIREMENTS OF ASTM A234/A234M GRADE WPB. FITTING WALL THICKNESS SHALL MATCH PIPE WALL THICKNESS. R R -NC DRAWL GS -Novas NOTES REMOVE FIRE PROTECTION PIPING BACK TO MAIN AND CAP. REVIEWED FOR COMPLIANCEWITH NFPA 70 SEP 10 2018 1/4 Q 5-5 1 1 2 1 M282 M6 2 '` 1 8-2 „ " 8-2 „ " 8-2 8-2 „ 8- N 8-2 r i 8-2 0 , 8-8 4- 0 8-2 _ "I 8-2 ,. " 8-2 © 8-2 _ " 8-2 _ " 8-2 _ 8-2 8-2 -2 N N OLD RISER ABANDONED IN PLACE 8" TO SV -914 COL T/23 REMOVAL ISSUED FOR CONSTRUCTION DESIGN BY FS i DATE 07.31.18 ECEIVECITY OF TUKWILA AUG 16 201E PERMIT CENTER B / V T T T T 1M260 1M261 1M262 1M263 1M264 1M265 1M266 1M267 1M268 1M269 1M270 1M271 c 1M272 1M273 1M274 1M275 1M276 1M277 1M278 1M279 \-k- 1 N4 � 11 1M283 4 �`` — \4 N " 1/ M I N N 2 7? N4 1 1/2 1 1/2 \4 1 1/4 N-1- 1 N4 N-1- \4 1 1 N4 1/4 N-4 1 1 1/4 N N4 1 1/2 { \ 8-2 \ -k- 1 8-2 8-2 1 -2 - �4N� \O 8-8 1 \-$Y/--/‘,.�N� 2-11= �� 1/4: 4-11 r \N N 2 8-2 \ 1 1/2\ 8-2 1 1/2 \ `l• . 8-2 1 1/4 �`L \8-2 1 }�`l. 8-2 �'�`L �4N`l• 1 1 8-2 \ �4�`1• 1/4 8-2 R4�t1•� 1 \ 8--2 1/4 8-2 \ 1 1 j2 8-8 1 X02-11' 1 1 4-11 N 2 8-2 / 1 1 2 8-2 1 1 2 8-2 1 1 41 8-2 8-2 \ , 0 8-2 \ 1 8-2 1 \ \1 1 8-2 1/4 8-2 \ \1 1/2 \ 1 1 8-2 : -2 8- . ` 3- 5-5 '> 8-2 �' 8-2 �' 8-2 �` 8-2 �' 8 2 N-$/k/� 8-2 8-2 8-2 8-2 1 1 8- 8-2 „ " „ " :-2 N N 112 8 2 1 8-2 CO Q 112 1 FIRE SPRINKLER PIPING PIPE: SCHEDULE 40, BLACK STEEL, CONFORMING TO REQUIREMENTS OF ASTM A53/A53M, TYPE E (ELECTRIC_RESISTANCE_WELDED) OR TYPE S (SEAMLESS), GRADE B. FITTINGS: BUTTWELDING FITTING CONFORMING TO REQUIREMENTS OF ASME 816.9; STANDARD WEIGHT, SEAMLESS WROUGHT CARBON STEEL CONFORMING TO REQUIREMENTS OF ASTM A234/A234M GRADE WPB. FITTING WALL THICKNESS SHALL MATCH PIPE WALL THICKNESS. R R -NC DRAWL GS -Novas NOTES REMOVE FIRE PROTECTION PIPING BACK TO MAIN AND CAP. REVIEWED FOR COMPLIANCEWITH NFPA 70 SEP 10 2018 1/4 Q 5-5 1 1 2 1 M282 M6 2 '` 1 8-2 „ " 8-2 „ " 8-2 8-2 „ 8- N 8-2 r i 8-2 0 , 8-8 4- 0 8-2 _ "I 8-2 ,. " 8-2 © 8-2 _ " 8-2 _ " 8-2 _ 8-2 8-2 -2 N N OLD RISER ABANDONED IN PLACE 8" TO SV -914 COL T/23 REMOVAL ISSUED FOR CONSTRUCTION DESIGN BY FS i DATE 07.31.18 ECEIVECITY OF TUKWILA AUG 16 201E PERMIT CENTER B / V T T T T 1M260 1M261 1M262 1M263 1M264 1M265 1M266 1M267 1M268 1M269 1M270 1M271 c 1M272 1M273 1M274 1M275 1M276 1M277 1M278 1M279 1M280 1M281/ 1MM2282A 1M283 + — 11M284 1M285 1M286 1M287 1M288 1M289 1M290 1M291 1M292 293 %293 1694 1M295 1M296 { !7ef76 • FSi co suiting. engineers Seattle, Washington Solution.s & Service 9-101.1 KEY PLAN 8 4 0 4 8 16 SCALE: 1/8" = 0" SYM REVISION BY APPROVED DATE REVISION BY APPROVED DATE A ADC WH GV 04.01.13 RECORD SET ADC THERMOPLASTIC PRESS W5754747 FSi AWL 07.31.18 ro COM ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED C. HARRAH A 06.18.03 APPROVED BY DEPT. DATE CHECKED ENGINEER CHECKED SU FIRE PROTECTION - PLAN VIEW CURRENT REVISION W5754747 BOL B DATE 07.31.18 APPROVED APPROVED TITLE MECHANICAL MASTER ADC THERMOPLASTIC PRESS BUILDING 9-101 COL. S–W/15-20 DEV. CENTER, WA SHEET 1M282R JOB NO. COMP NO. DWG NO. 9-101-1 M282R 1 283 M534 r-- DN TO TUNNEL SEE DWG. TNM283 \ -ll1 4-11 ° \° 81-2 6.0 I 8-2 ° \ 8-Z te)I N SEA LAUNCH CENTE MANUFACTURING OC 6,895 SF OF 104,833 S 35 OCCUPANTS AT 2 SF./OCCUPANT. D AT R. LEVEL 13- 1 1/2 1" DN TO TUNNEL SEE DWG. TNM283 2-11 4-11 8-2 "4.- 1" DN TO TUN SEE DWG. TN Q ELEV 7'-0" 283 M592 8-2 8 N1111111/4111rl�l 1 2 • 1 1/40 \ 1 -2 8-2 8-2 4-11 8-2 2 -2 8-2 P.O.C. FOR CONT. SEE DWG. 1M288 P.O.C. 1M283 M592 - FOR CONT. SEE DWG. 1M288 M REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE REDRAWN TO ACAD KB/CH 9.6.01 C ADC THERMOPLASTIC PRESS W5754747 FSi A 07.31.18 A INSTALL INSPECTOR TEST VALVES 1000996734 M.WONG RWS 12.19.03 ADDED PIPES FROM 1M283A (DELETED) S.RUDELL 11.20.07 ADC WH GV 04.01.13 M"E7,ff ISSUED FOR CONSTRUCTION DESIGN BY FS i DATE 07.31 .18 07.31.18 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DE DATE DRAWN RECEIVED CITY OF TUKWILA AUG 16 2010 PERMIT CENTER FI -10-676"1 REMOVAL 16 SCALE: 1/8 = DT FSi consulting engin Seattle, Washington G -N -RAL \ ES 1. SEE GRINNELL DWG #29 DATED 2-22-57 FOR LOCATIONS OF HOSE CABINETS 2. THE BOEING SEATTLE FIRE INSPECTION DEPARTMENT (206.655.7700) SHALL BE NOTIFIED 24 HOURS IN ADVANCE OF ALL VALVE CLOSURES, FLUSHING, AND HYDROSTATIC TESTS ON THE FIRE PROTECTION SYSTEM. THE MAXIMUM DURATION OF A SYSTEM CLOSURE IS 8 HOURS. 3. THE FIRE PROTECTION SPRINKLER SYSTEM PIPING SHALL BE DESIGNED PER NFPA #13, ORDINARY PIPE SCHEDULE AND PIPE SPACING. PIPE HANGERS SPACING SHALL BE PER NFPA #13. 4. A CONTRACTOR'S MATERIAL AND TEST CERTIFICATE WILL BE REQUIRED UPON COMPLETION OF THE TESTING. THE CERTIFICATE MUST BE SIGNED OFF BY THE BOEING EVERETT FIRE INSPECTOR DEPARTMENT PRIOR TO COMMENCING ADDITIONAL WORK ON THE FIRE PROTECTION SYSTEM. 5. FIRE PROTECTION PIPING SHOP DRAWINGS SHALL BE SUBMITTED TO BOEING FIRE PROTECTION ENGINEERING AND MUST BE APPROVED BEFORE ANY MODIFICATION TO THE FIRE PROTECTION PIPING SYSTEM BEGINS. 6. ALL SPRINKLER PIPING 3" AND SMALLER SHALL BE SCHEDULE 40 ASTM A-53, GRADE B, BLACK STEEL. ALL PIPING 4" AND LARGER SHALL BE ASTM A-53, GRADE B, SCHEDULE 40 FOR VERTICAL RISERS AND MAY BE SCHEDULE 10 FOR HORIZONTAL CROSS MAINS. 7. SPRINKLER SYSTEM PIPE FITTINGS SHALL BE 150 LB. THREADED MALLEABLE IRON FOR 1-1 /2" AND SMALLER, AND VICTAULIC GROOVED FITTINGS FOR 2-1/2" AND LARGER. PIPE FITTINGS FOR 2" MAY BE EITHER 150 LB. THREADED MALLEABLE IRON OR VICTAULIC GROOVED. 8. COUPLINGS FOR GROOVED PIPE AND FITTINGS SHALL BE VICTAULIC STYLE 07 ZERO -FLEX UNLESS OTHERWISE NOTED. 9. HYDROSTATIC TEST: PRESSURE - 225 PSIG, DURATION - 2 HOURS. 10. SEISMIC BRACING SHALL BE INSTALLED IN ACCORDANCE WITH FM STANDARDS. SEE FM DATA SHEETS 2-8, "EARTHQUAKE PROTECTION FOR WATER-BASED FIRE PROTECTION SYSTEMS" FOR SPECIFIC DETAILS. 11. AUTOMATIC SPRINKLER HEADS SHALL BE 165 DEGREE F. TEMPERATURE RATED. 12. ALL EQUIPMENT SHALL BE UL LISTED AND FM APPROVED FOR FIRE SERVICE. RIF -R C DRAWI\GS R vOVAL \OTES REMOVE FIRE PROTECTION PIPING FROM TOOL CONNECTION BACK TO MAIN. REVIEWED .FOR CONFPA pC N�CTH SEP 10 2018 City of Tukwila BUILDING DIVISION J S 7 -V T T T T 1M260 1M261 1M262 1M263 1M264 1M265 1M266 1M267 1M268 1M269 1M270 1M271 ( 1M272 1M273 1M274 1M275 1M276 1M277 1M278 1M279 1M280 1M281 1M282 '////// ;1M283j 7/////. .ern 1M285 1M286 1M287 1M288 1M284 1 M289 1M290 1M291 1M292 1M293 1294 1M295 1M296 Solutions & Service CHECKED SUBTITLE FIRE PROTECTION FIRST FLOOR PLAN CURRENT REVISION W5754747 SYMBOL c DATE 07.31.18 ENGINEER CHECKED APPROVED APPROVED TITLE MECHANICAL MASTER ADC THERMOPLASTIC PRESS BUILDING 9-101.1 COL. W—Z/15-19 DEV. CENTER, WA SHEET 1M283R JOB NO. W5754747 COMP NO. DWG NO. 09-101-1 M283R N r N N N h L=G D —0— 5-5 - _ 8-2 8-2 1 -2 1-172 8-2 N N N 1 8-2 8-2 74 (EXIST) STANDARD SPRINKLER, PENDANT (165' UNLESS OTHERWISE NOTED) (NEW) STANDARD SPRINKLER, PENDANT (165" UNLESS OTHERWISE NOTED) (EXIST) STANDARD SPRINKLER, UPRIGHT (165' UNLESS OTHERWISE NOTED) (NEW) STANDARD SPRINKLER, UPRIGHT (165' UNLESS OTHERWISE NOTED) 6 SPRINKLER PIPING, SIZE AND SLOPE TO LOW POINT DRAIN 0 SPRINKLER RISER (ALARM VALVE OR UPPER FLOORS A WATER MOTOR GONG PIPE HANGER 2—WAY EARTHQUAKE BRACING 4—WAY EARTHQUAKE BRACING 8-2 N N 1 2 2 14 1 6\ \ 1 0 / 2 8-8 ,\(A,L2-11- 4-11 6 L.r)9 I 8-2 13-11 1 1/2\ 1 1/4 � 1 8-2 ,\.(1 8-2 � 8-2 1 o - •� 8-2 \ Q 8-2 8-2 8-2 „ Q „�� „ c SAL \O ES THE DC FIRE AND BURN PERMIT OFFICE (206-655-8800) SHALL BE NOTIFIED 24 HOURS IN ADVANCE OF ALL VALVE CLOSURES, FLUSHING, AND HYDROSTATIC TESTS ON THE FIRE PROTECTION SYSTEM. THE MAXIMUM DURATION OF A SYSTEM CLOSURE IS 8 HOURS. 2. PIPE HANGERS SPACING SHALL BE PER NFPA #13. A CONTRACTOR'S MATERIAL AND TEST CERTIFICATE WILL BE REQUIRED UPON COMPLETION OF THE TESTING. THE CERTIFICATE MUST BE SIGNED OFF BY THE BOEING EVERETT FIRE INSPECTOR DEPARTMENT PRIOR TO COMMENCING ADDITIONAL WORK ON THE FIRE PROTECTION SYSTEM. 4. FIRE PROTECTION PIPING SHOP DRAWINGS SHALL BE SUBMITTED TO BOEING FIRE PROTECTION ENGINEERING AND MUST BE APPROVED BEFORE ANY MODIFICATION TO THE FIRE PROTECTION PIPING SYSTEM BEGINS. 5. SEISMIC BRACING SHALL BE INSTALLED IN ACCORDANCE WITH FM STANDARDS. SEE FM DATA SHEETS 2-8, "EARTHQUAKE PROTECTION FOR WATER-BASED FIRE PROTECTION SYSTEMS" FOR SPECIFIC DETAILS. 5-5 - _ 8-2 N r N N 8-2 8-2 8-2 8-2 N N N N FIRE SPRINKLER PIPING PIPE: SCHEDULE 40, BLACK STEEL, CONFORMING TO REQUIREMENTS OF ASTM A53/A53M, TYPE E (ELECTRIC_RESISTANCE_WELDED) OR TYPE S (SEAMLESS), GRADE B. FITTINGS: BUTTWELDING FITTING CONFORMING TO REQUIREMENTS OF ASME B16.9; STANDARD WEIGHT, SEAMLESS WROUGHT CARBON STEEL CONFORMING TO REQUIREMENTS OF ASTM A234/A234M GRADE WPB. FITTING WALL THICKNESS SHALL MATCH PIPE WALL THICKNESS. 4 5-5 \ 8-2 1/4 1 \ 8-2 1/4 \ 8-2 1 1/4 5-5 N 8- =FES 1 2 ., 2 8 =N\C /6\\A \GS ROUTE FIRE PROTECTION PIPING FROM MAIN TOWARD COLUMN W/19 INSIDE FIRE PROTECTION CLOSET. ROUTE FIRE PROTECTION PIPING IN FACTORY TIGHT TO WALL AT APPROXIMATELY 15' AFF. COORDINATE WITH BOEING FOR VALVE NUMBERING. 2 8 N 1 1 /2 8- 1 N REVIEWED .FOR COMPLIANCE,0ECTH NFP SEP 10 2018 ti 1 /2\ 8 4 1 5-5 Q _ ' 8-2 1 1 1 2 1 1/2 1 1/2 1 1/4 8-2 Q 8-2 8-2 N 1 1 1 1M282 1 1/2 \ 8-2 M610 1/2 \ Q 32 8-2 ua IVISION N r 8- ° \ 8-2 8-2 8-2 4-1 8-2 8-2 8-2 8-2 o I 8' 2 ' Q 8-2 \ 8-2 8\ (.1 \° -8 ti ti} N N N N N II ° 8-2 N N OLD RISER ABANDONED IN PLACE 8" TO SV -914 CP COL T/23 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE A ADC WH GV 04.01.13 RECORD SET B ADC THERMOPLASTIC PRESS W5754747 FSi AWL 07.31.18 FM4 ISSUED FOR CONSTRUCTION DESIGN BY FS i 07.3,.,8 DATE 07 , 31 .18 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DA C. HARRAH CHECKED RECEIVED CITY OF TUKW AUG 16 2418 PERMIT CENTER LA r TW T T T T( 1M260 3�= 1M261 1M262 1M263 1M264 1M265 1M266 1M267 • 1M270 1M271 f 1M272 1M273 1M274 1M275 1M276 1M277 1M278 1M279 1M280 1M281��/�� 1M283 \ `" - 1 — g` 1 \ 1M286 1 '-' 1/4 ''0/8-2 1 �1M284 M289 1 1/4 1 1/2 \ 1M293 81 2 1 -2 1 1M295 1M296 8- g- 1 r+r 1/4- 8=5- re) I en 2 - 1 1/2 \ 8-2 1 1/2 \ 1 8-2 1/4 ..(1, 1 8-2 1/4 8-2 1 \ 8-2 1/4 8-2 1 1 /2 \ \ 8-2 \ 1\ 8-2 10 1 �8 N• i 10 \O) \ \ 8-8 1 —11-'f- r M 4-1 4-11 r (NI i CV ti r � k 2 8-2 1 1/2 8-2 1 1/2 1 8-2 1/4 \ 8-2 1 8-2 1 /'0; \ 8-2 \ 8-2 \1 8-2 8-2 \ 8-2 8-2 8 -2 8-2 2 w 8-8 -1 4-11 4-11 8-2 8-2 �� • N- N + �, 181 N ° N \1122 NNS 1 — �'� ti� �'� 1 N f M1 1 r7 N 2 N 1 1 2 N 1 1 2 181 N N Ni- � \$ , 8� 2 �� \$ 8 2 �L \+ NcL \+ 8�2 Il,N \$ 8-2 v N+ 24 ,��, + N+ 8_2 '1 • -2 �� + 8 �� 3- 5-5 (-NJ 8-2 �ry f2 + 8-2 � \$ N 8- =FES 1 2 ., 2 8 =N\C /6\\A \GS ROUTE FIRE PROTECTION PIPING FROM MAIN TOWARD COLUMN W/19 INSIDE FIRE PROTECTION CLOSET. ROUTE FIRE PROTECTION PIPING IN FACTORY TIGHT TO WALL AT APPROXIMATELY 15' AFF. COORDINATE WITH BOEING FOR VALVE NUMBERING. 2 8 N 1 1 /2 8- 1 N REVIEWED .FOR COMPLIANCE,0ECTH NFP SEP 10 2018 ti 1 /2\ 8 4 1 5-5 Q _ ' 8-2 1 1 1 2 1 1/2 1 1/2 1 1/4 8-2 Q 8-2 8-2 N 1 1 1 1M282 1 1/2 \ 8-2 M610 1/2 \ Q 32 8-2 ua IVISION N r 8- ° \ 8-2 8-2 8-2 4-1 8-2 8-2 8-2 8-2 o I 8' 2 ' Q 8-2 \ 8-2 8\ (.1 \° -8 ti ti} N N N N N II ° 8-2 N N OLD RISER ABANDONED IN PLACE 8" TO SV -914 CP COL T/23 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE A ADC WH GV 04.01.13 RECORD SET B ADC THERMOPLASTIC PRESS W5754747 FSi AWL 07.31.18 FM4 ISSUED FOR CONSTRUCTION DESIGN BY FS i 07.3,.,8 DATE 07 , 31 .18 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DA C. HARRAH CHECKED RECEIVED CITY OF TUKW AUG 16 2418 PERMIT CENTER LA r TW T T T T( 1M260 1M261 1M262 1M263 1M264 1M265 1M266 1M267 1M268 1M269 1M270 1M271 f 1M272 1M273 1M274 1M275 1M276 1M277 1M278 1M279 1M280 1M281��/�� 1M283 1M285 1M286 1M287 1M288 �1M284 M289 1M290 1M291 1M292 1M293 1294 1M295 1M296 EL(? �-- 6107 • FSi consulting engineersII 8 Seattle, Washington Solutions & Service 9-101.1 KEY PLAN O 16 SCALE: 1/8" = 0" DT 06.18.0 SUBTITLE FIRE PROTECTION - PLAN VIEW CURRENT REVISION W5754747 BOL DATE 07.31.18 ENGINEER CHECKED APPROVED APPROVED TITLE MECHANICAL MASTER ADC THERMOPLASTIC PRESS BUILDING 9-101 COL. S—W/15-20 DEV. CENTER, WA SHEET 1M282 JOB NO. COMP NO. DWG NO. 9-101-1M282 f172 r-- - 1M28 M534 1" DN TO TUNNEL SEE DWG. TNM283 ti 1" LOCATED AT FIRST FLR. LEVEL 1" LOCATED AT FIRST FLR. LEVEL 8-8 6 13-11 O 1/L, 2 0 1 1/2 \ 2-11 4-11 8-2 .*""'\ 1" DN TO TUJ`IEL 1" DN TO TUNNEL SEE DWG. TNM283 Loci' SEE DWG. TN 0, \c" 1111'xs 211 � 1 1/ �` 8-8 -1 8- F- 1 1 /2 .� 8-2 7-4 ti 3-0' =" 6-6 8 ' ( ELEV T-0" ± AFF 1 1/4\ 1 0 0 \ 8-2 8-2 1 1 /2 9-6 ti 2 9-11f 2 7-4' .n. Y 5-6 2 c 2 2 20 1 1/2 \ 4-11 8-2 J 1 1/2 8-2 \I 181h-22 , 0 181 24 I1 1 o '` 8-2 SEE PLAN r---:111283.145 0I7 1 1 1/4 4 IK 9-10' rr II II II JJ SEE PLAN U 1M283 M592 2 T 11(2 o 1281 /4 \ 8-Z 8- 1 3 1M283 1 1 /22 ,� I I I 1 1 �4 1 1 - 11 1M262 • �_.a 0--__. _ _-L2__ �_2_ • i---� / 1M267 1M268 1 8-2 1/2 1M271 2 8-2 8-2 8 `�� 2 -4 ti 9-1 , 9-10 , 9-10 � 7-4 ��, h v.JM}C 1 -4 3-0 h 6-6 9-10 1 9-10 , - c, h v. /^ 1M277 1M278 1M279 1M280 1M281 1M282 1M283 '///// ` aro 11M284 1M285 1M286 1M287 1M288 1M289 1090 1M291 in ti 1M293 1If294 FIVE AXIS ROUTER h� i 2\ 1 1/4 1 1 • 1 1 1 1/4 1 1/2 2 2 2 2 2 1 /2 1 / P1' 8 0 8-2 0 `` 8-2 8 • 2 ,\ 9-6 ti 9-10 —9=fi1 c\, -1 �, I� 4'r��, • • 5 6^ l 29 8 9-1'0 4, 9-10 �, 6-1C 8-2 1 \ 1/2 .. * �c.,1 IR L_ `� = 1111' 11' � 511" LOAD / SLIDE BOLSTER UNLOAD m J_111III1PI! —SIa.1•assam ii1.l hk 1 142\ 11/41 1 1 4 / .& itt 2 1 1/2 1/8�2 �y•yr/ P ° ° 0 0 • .y : !' '� \ 81 8-2 8-2 2 7-4 9-10' 9=10 9-10 , X1i 9-10 9- 1 1 2 I �I ti .- , h. h 1 4-_ 1 }/¢ T }/2 I �- 2 2 x X 1 X-jX1 /i 1 1 2 --1 - _ _ _ _ - _ _ _ -- �� --�- • •i __•:- *A 6 1C h}� o\" 126 h} �} } 1 M ■sm • • wr9T.Ii1:sil. 1�.0� • 8-2 8- 4-11 2 8-2 8-2 P.O.C. FOR CONT. SEE DWG. 1M288 P.O.C. 1M283 M592 FIST FL0M PLA SCALE: 1/8"=1 —0" FOR CONT. SEE DWG. 1M288 REVIEWED^FOR' COMPLIANCE 0ECTH NFP SEP 10 2018 City of Tukwila BUILDING DIVISION�,. RECEIVED CITY OF TUKWILA AUG 16 2018 PERMIT CENTER SYM REVISION APPROVED DATE SYM REDRAWN TO ACAD KB/CH 9.6.01 C ADC THERMOPLASTIC PRESS W5754747 FSi AWL 07.31.18 A INSTALL INSPECTOR TEST VALVES 1000996734 M.WONG RWS 12.19.03 ADDED PIPES FROM 1M283A (DELETED) S.RUDELL 11.20.07 B ADC WH GV 04.01.13 - RECORD SET ISSUED FOR CONSTRUCTION DESIGN BY Fs 1 nr DATE 07.31 .18 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DRA DATE cr7o FSi consulting engin Seattle, Washington -G _\ D G \=RA_ \ 0 -S 1. SEE GRINNELL DWG #29 DATED 2-22-57 FOR LOCATIONS OF HOSE CABINETS 2. THE BOEING SEATTLE FIRE INSPECTION DEPARTMENT (206.655.7700) SHALL BE NOTIFIED 24 HOURS IN ADVANCE OF ALL VALVE CLOSURES, FLUSHING, AND HYDROSTATIC TESTS ON THE FIRE PROTECTION SYSTEM. THE MAXIMUM DURATION OF A SYSTEM CLOSURE IS 8 HOURS. 3. THE FIRE PROTECTION SPRINKLER SYSTEM PIPING SHALL BE DESIGNED PER NFPA #13, ORDINARY PIPE SCHEDULE AND PIPE SPACING. PIPE HANGERS SPACING SHALL BE PER NFPA #13. 4. A CONTRACTOR'S MATERIAL AND TEST CERTIFICATE WILL BE REQUIRED UPON COMPLETION OF THE TESTING. THE CERTIFICATE MUST BE SIGNED OFF BY THE BOEING EVERETT FIRE INSPECTOR DEPARTMENT PRIOR TO COMMENCING ADDITIONAL WORK ON THE FIRE PROTECTION SYSTEM. 5. FIRE PROTECTION PIPING SHOP DRAWINGS SHALL BE SUBMITTED TO BOEING FIRE PROTECTION ENGINEERING AND MUST BE APPROVED BEFORE ANY MODIFICATION TO THE FIRE PROTECTION PIPING SYSTEM BEGINS. 6. ALL SPRINKLER PIPING 3" AND SMALLER SHALL BE SCHEDULE 40 ASTM A-53, GRADE B, BLACK STEEL. ALL PIPING 4" AND LARGER SHALL BE ASTM A-53, GRADE B, SCHEDULE 40 FOR VERTICAL RISERS AND MAY BE SCHEDULE 10 FOR HORIZONTAL CROSS MAINS. 7. SPRINKLER SYSTEM PIPE FITTINGS SHALL BE 150 LB. THREADED MALLEABLE IRON FOR 1-1/2" AND SMALLER, AND VICTAULIC GROOVED FITTINGS FOR 2-1/2" AND LARGER. PIPE FITTINGS FOR 2" MAY BE EITHER 150 LB. THREADED MALLEABLE IRON OR VICTAULIC GROOVED. 8. COUPLINGS FOR GROOVED PIPE AND FITTINGS SHALL BE VICTAULIC STYLE 07 ZERO -FLEX UNLESS OTHERWISE NOTED. 9. HYDROSTATIC TEST: PRESSURE - 225 PSIG, DURATION - 2 HOURS. 10. SEISMIC BRACING SHALL BE INSTALLED IN ACCORDANCE WITH FM STANDARDS. SEE FM DATA SHEETS 2-8, "EARTHQUAKE PROTECTION FOR WATER-BASED FIRE PROTECTION SYSTEMS" FOR SPECIFIC DETAILS. 11. AUTOMATIC SPRINKLER HEADS SHALL BE 165 DEGREE F. TEMPERATURE RATED. 12. ALL EQUIPMENT SHALL BE UL LISTED AND FM APPROVED FOR FIRE SERVICE. R -R —\C DRAWI\GS CO NS -RLC 0 No ROUTE FIRE PROTECTION PIPING TIGHT TO WALL AT APPROXIMATELY 15' AFF. ROUTE FIRE PROTECTION PIPING DOWN INTO TRENCH. SEE STRUCTURAL FOR TRENCH PENETRATION DETAIL. ROUTE PIPING TIGHT TO TRENCH PERIMETER. MAINTAIN CONSISTENT ELEVATION OF HORIZONTAL PIPE RUN. PROVIDE LOW POINT DRAIN AT NORTH END OF TRENCH PIPE. TERMINATE PIPING AT TOOLING INTERFACE. z { / T T I 1M260 1M261 1M262 1M263 1M264 1M265 1M266 1M267 1M268 1M269 1M270 1M271 1v1272 1M273 1M274 1M275 1M276 1M277 1M278 1M279 1M280 1M281 1M282 1M283 '///// ` aro 11M284 1M285 1M286 1M287 1M288 1M289 1090 1M291 1M292 1M293 1If294 1M295 1M296 i Solutions & Service 9-101.1 KEY PLAN CHECKED SUBTITLE FIRE PROTECTION FIRST FLOOR PLAN CURRENT REVISION W5754747 SYMBOL C DATE 07.31.18 ENGINEER CHECKED APPROVED APPROVED TITLE MECHANICAL MASTER ADC THERMOPLASTIC PRESS BUILDING 9-101.1 SHEET 1M283 JOB NO. W5754747 COMP NO. COL. W—Z/15-19 DEV. CENTER, WA DWG NO. 09-101-1 M283 FROM AIR SUPPLY 1" PIPE ESCUTCHEON P L 4" COMPRESSED AIR SPRINKLER (STEEL) 2" FIRE WATER LINE 1" UNION 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 oeoo 1/2" 90' ELL COALESCING FILTER 1/2"BALL VALVE "--1" UNION LUBRICATOR 1/2" BALL VALVE C\RAL OYES 2" AIR (STEEL) - 2" VACUUM (COPPER) 4" LONG UNISTRUT P-1000 USE IRON PIPE & MALLEABLE IRON FITTINGS BELOW S.O.V. 4" LONG UNISTRUT P-1000 4" LONG UNISTRUT P-1000 3/8"90' STREET ELBOW (2 REQ'D) 1/2" TEE 1/2" STR ELL M.I. BLK. STL. 1/2" TEE M.I. BLK. STL. 3/8" VACUUM QUICK DISCONNECT COUPLING SWAGELOK MODEL SS-QC6-D-6PMHS _ '-FERE\C D•AWI MOUNTING HEIGHT 5-0" ABOVE FLOOR D =TAI SCALE: NONE 1M1101 M515 CO\STS TUNNEL NO. 4 (LOOKING WEST) AIR DROP MOUNTED AT UTILITY STAND — NORTH WALL SECTION " SCALE: 1/2"= 1 -0 DETAIL SCALE: NONE 1M114, 1M115 1 " BLK MI TEE 1"X 1/2" BUSHING (TYP) 1/2" BLK MI 90' STREET ELBOW (TYP) 3/8" PARKER EZMATE #PBS-371-8MP QUICK DISCONNECT COUPLINGS 1/2" TEE M.I. STEEL COMPRESSED AIR 1/2" PARKER EZMATE #PBS-501-8MP QUICK DISCONNECT COUPLINGS 1/2" VACUUM 1" X 1/2" HEX. BUSHING M.I. BLK. STL. 4" LONG UNISTRUT P-1000 1/2" COMPRESSED AIR 1 /2"BALL VALVE M.I. CROSS TEE SWING CHECK VALVE USE IRON PIPE & MALLEABLE IRON FITTINGS BELOW S.O.V. 4" LONG UNISTRUT P-1000 1/2" 90 STREET ELL STEEL AIR FILTER 1" UNION 1/2" STR ELL M.I. BLK. STL. 1/2" TEE M.I. BLK. STL. VACUUM STEM SS-QC6-D-6PM-HS MOUNTING HEIGHT 5-0" ABOVE FLOOR 1/4" VENTED QUICK DISCONNECT COUPLINGS QUICK DISCONNECT CEJN 10-430-1455 1" UNION 0000 0000 0000 0000 0000 0000 0000 00000 " COPPER 1" COMPRESSED AIR 1" AIR UP THROUGH TRENCH COVER SCH-40 BLK STEEL PIPE OR TYPE -L COPPER FIRST FLOOR TRENCH LID BALL VALVE, BRONZE BODY, WATTS B-6400 OR APOLLO 70-100 RECEIVED STEEL NIPPLE COPPER 1 1/2" BALL BALVE OR 1 1/4" VALVE AS REQ'D. AUG 16 2/11 TYPICAL VACUUM DROPS 0000 0000 0000 0000 0000 0000 0000 0000 1/4" TUBING TO HYDRAULIC UNIT PERMIT CENTER BALL VALVE, BRONZE BODY, WATTS B-6400 OR APOLLO 70-100 LUBRICATOR SECTION (-3- 1M114 , 1M130M515 FOURPLEX AIR DROP DUPLEX AIR DROP COEvFiSSED AR DUPLEX SCALE: NONE DETAIL A Cpry,pLI�ANECE y�R 1M133 M5 5 6VFPA70-NEC P 0 !8 DETAIL SCALE: NONE 1M120, 1M121 ISSUED FOR CONSTRUCTION DESIGN BY FS i DATE 07.31 .18 FSi consulting engineers Seattle, Washington Solutions & Service REVISION APPROVED A INSTALL VACUUM OUTLETS INSTALL CHECK VALVE 1001186466 1001222790 ADD (4) VACUUM PORTS ON WALL 7075100 D ADC THERMOPLASTIC PRESS W5754747 DATE 05.10.04 06.01.04 05.02.08 07.31.18 SYM REVISION BY APPROVED DATE ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. C D .M. VILLA CHECKED ENGINEER D. M. VILLA CHECKED APPROVED DA 11 9.94 SUBTITLE SECTIONS AND DETAILS 11.09.94 ADC THERMOPLASTIC PRESS City of Tukwila BUILDING DIVISION LI ca. 0767 CURRENT REVISION SYMBOL DATE W5754747 D 07.31.18 MECHANICAL MASTER BUILDING 9-101 COL x-x/x-x JOB NO. DEV. CENTER, WA DWG NO. 09-101-M515 GROUNDING GROUND CABLE CONNECTION GROUND ROD CONNECTION GROUND CABLE PIGTAIL G— GROUND CABLE (UNDERGROUND) INSULATED GROUND BUS BAR POWER - GENERAL DJ 30/20 M 0 0 a 0 E PANELBOARD, 208Y/120V, 3 PHASE (® INDICATES SHUNT -TRIP) PANELBOARD, 480Y/277V, 3 PHASE PANELBOARD, 400 HZ, 200Y/115V PANELBOARD, 28 VDC DC PANEL POWER SUPPLY, SIZE AS NOTED EQUIPMENT IDENTIFICATION "X" DENOTES EQUIPMENT TYPE "Y" DENOTES EQUIPMENT NUMBER CIRCUIT BREAKER ENCLOSURE CKT. BKR. ENCLOSURE WITH SHUNT -TRIP DISCONNECT SWITCH (FUSED OR UNFUSED) SWITCH RATING/FUSE RATING MOTOR STARTER (COMBINATION) MANUAL MOTOR STARTER TRANSFORMER (SIZE AS SHOWN, IN KVA) JUNCTION BOX ON-OFF SELECTOR SWITC-I SINGLE MOMENTARY PUSH BUTTON STATION PUSHBUTTON STOP -START STATION 460 VOLT MOTOR (SIZE AS NOTED) 208 VOLT OR 240 V MOTOR (SIZE AS NOTED) 115 VOLT MOTOR (SIZE AS NOTED) POWER FACTOR CORRECTION CAPACITOR TELEPHONE/POWER POLE TIME CLOCK CONTACTOR RACEWAYS f�l CONDUIT NOT BURIED (INCLUDING ABOVE SUSPENDED CEILING & UNDER RAISED FLOOR) BURIED CONDUIT WIRING (UNDERGROUND & IN FLOOR SLAB) FLEXIBLE METAL CONDUIT CONDUIT HASH MARK DESIGNATIONS PHASE CONDUCTOR NEUTRAL CONDUCTOR GROUND CONDUCTOR ISOLATED GREEN GROUND CONDUCTOR CIRCUIT SOURCE —�-- PANEL/CIRCUIT BREAKER NO.(S) 1D6-1/1,3,5 ) CONDUIT TURNS DOWN 0 CONDUIT TURNS UP CONDUIT ONLY PLAN SYMBOLS POWER RECEPTACLES X15 X20 IG X15 IG 20 IG X20 DUPLEX, 2 POLE, 3 WIRE, PARALLEL BLADE, NEMA GROUNDING RECEPTACLE, 15 AMP, 120 V, HUBBELL 5262 OR EQUAL PER BOEING STANDARDS DUPLEX, 2 POLE, 3 WIRE, STRAIGHT BLADE, NEMA GROUNDING RECEPTACLE, 20 AMP, 120 V, HUBBELL 5362 OR EQUAL PER BOEING STANDARDS DUPLEX, 2 POLE, 3 WIRE, PARALLEL BLADE, ISOLATED GROUND RECEPTACLE, 15 AMP, 120 V, HUBBELL IG5262 OR EQUAL PER BOEING STANDARDS DUPLEX, 2 POLE, 3 WIRE, PARALLEL BLADE, ISOLATED GROUND RECEPTACLE, 20 AMP, 120 V, HUBBELL IG5362 OR EQUAL PER BOEING STANDARDS SINGLE, 2 POLE, 3 WIRE, TWISTLOCK, ISOLATED GROUND RECEPTACLE, 208 V, SINGLE PHASE, 20 AMP, HUBBELL IG 2320A IG 1 SINGLE, 2 POLE, 3 WIRE, TWISTLOCK, 30 ISOLATED GROUND, 30 AMP, 120 V RECEPTACLE, HUBBELL IG 2610A OR EQUAL PER BOEING STANDARDS RD SINGLE, 3 POLE, 3 WIRE, NON -GROUNDING, 50 50 AMP, 28 VDC RECEPTACLE, HUBBELL 7962 OR EQUAL PER BOEING STANDARDS 1=6)30 SINGLE, 4 POLE, 4 WIRE, GROUND THRU SHELL, 30 AMP, 208Y/120 V, 3 PHASE, 400 HZ RECEPTACLE, RUSSELL-STOLL TYPE FC 3114W O30 480 VAC, 4 POLE, 3 WIRE RECEPTACLE (GROUND THRU EXTRA POLE & SHELL) 30 AMP, CROUSE -HINDS ARE 3423 60 480 VAC, 4 POLE, 3 WIRE RECEPTACLE (GROUND THRU EXTRA POLE & SHELL) 60 AMP, CROUSE -HINDS ARE 6425 100 480 VAC, 4 POLE, 3 WIRE RECEPTACLE (GROUND THRU EXTRA POLE & SHELL) 100 AMP, CROUSE -HINDS AREA 10426 200 480 VAC, 4 POLE, 3 WIRE RECEPTACLE (GROUND THRU EXTRA POLE & SHELL) 200 AMP, CROUSE -HINDS AREA 20427 OUTLET MOUNTED IN BOX ATTACHED TO UNDERSIDE OF RAISED FLOOR TYPICAL FOR ALL OUTLET TYPES POWER OR TELEPHONE OUTLET MOUNTED IN DOUBLE BOX ATTACHED TO UNDER- SIDE OF RAISED FLOOR. TYPICAL OF ALL OUTLET TYPES OUTLET MOUNTED IN BOX ON SLAB TYPICAL FOR ALL OUTLET TYPES COMMUNICATIONS 2 14 LK TELEPHONE OUTLET DUPLEX TELEPHONE OUTLET FLUSH MOUNTED SIGNAL BELL DATA OUTLET VOLUME CONTROL SPEAKER, CEILING MOUNTED LOWBAY SPEAKER, HORN TYPE MID HEIGHT SPEAKER HORN TYPE CLUSTER HORNS LIGHTING (•) K) �) I « 1 I-0 HIGH INTENSITY DISCHARGE (HID) FIXTURE FLOODLIGHT - WALL MTD. / POLE MTD. LIGHTING FIXTURE - 2' x 4' LAYIN FLUORESCENT WITH 3 TUBES LIGHTING FIXTURE - 2' x 4' LAYIN FLUORESCENT WITH 2 TUBES LIGHTING FIXTURE - 2' x 2' LAYIN FLUORESCENT WITH 2 TUBES LIGHT FIXTURE - 1' x 4' SURFACE OR PENDANT FLUORESCENT WITH 2 TUBES 2 -LAMP EMERGENCY LIGHTING UNIT WITH BATTERY BACKUP LIGHT FIXTURE TAP 1/2" FLEXIBLE METAL CONDUIT - 4 #12: TWO PHASE CONDUCTORS, ONE NEUTRAL, ONE GROUND (3 #12 FOR SINGLE OR COMMON BALLAST SWITCHING) LIGHTING FIXTURE - 1' x 8' SURFACE OR PENDANT FLUORESCENT WITH 2 TUBES EXIT SIGN, WALL MOUNTED EXIT SIGN, CEILING MOUNTED EXIT SIGN, WALL MOUNTED WITH BATTERY BACKUP EXIT SIGN, CEILING MOUNTED WITH BATTERY BACKUP FIXTURE IDENTIFICATION "X" DENOTES FIXTURE TYPE "Y" DENOTES FIXTURE SUB -TYPE LIGHT SWITCH FIRE DETECTION FA- cD FIRE ALARM SYSTEM RACEWAY FIRE ALARM HORN SMOKE DETECTOR - IONIZATION TYPE SMOKE DETECTOR - PHOTOELECTRIC TYPE SMOKE DETECTOR BELOW RAISED FLOOR THERMAL DETECTOR FIRE ALARM PULL STATION EMERGENCY POWER OFF (E.P.O.) PUSHBUTTON FIRE ALARM OR ADT PANEL SINGLE LINE o U.1.J.J T 480:120 800:5 3P -60A 1 ■ 1 1 1 E19-1 400 A M. BKR. 3 PH, 4 W E19-3 225 A M. BKR. 3 PH, 4 W G19-2 100 A M. BKR. 400 HZ G19-1 100 A M. BKR. 28 VDC TRANSFORMER (DASHED LINE INDICATES ELECTROSTATIC SHIELD) SURGE ARRESTER CIRCUIT BREAKER W/ ELECTRICAL OPERATOR LT = LONG T.D. TRIP UNIT ST = SHORT T.D. TRIP UNIT I =INSTANT. TRIP UNIT GF = GND. FAULT TRIP UNIT POTENTIAL TRANSFORMER QUANTITY & RATIO AS SHOWN CURRENT TRANSFORMER QUANTITY & RATIO AS SHOWN AMMETER w/SWITCH VOLTMETER w/SWITCH WATTHOUR METER BUS DUCT WITH BREAKER 480V OR 480Y/277V PANELBOARD (RATINGS AS NOTED) 208V OR 208Y/120V PANELBOARD (RATINGS AS NOTED) 400 HZ AC PANELBOARD (RATINGS AS NOTED) 28 VDC PANELBOARD (RATINGS AS NOTED) COMBINATION STARTER 3A CONTROLLER OR MCC CUBICLE NUMBER )oR 2 STARTER SIZE POWER FACTOR CORRECTION CAPACITOR MOTOR HORSEPOWER DIAGRAM SYMBOLS SINGLE LINE L_ 1 T ELECTRICAL POWER FILTER FUSED SWITCH DISCONNECT SWITCH GENERATOR TRANSFER SWITCH �.J DISCONNECT SWITCH INTERLOCK K=KEY M=MECHANICAL E=ELECTRICAL RECEIVED CITY OF TUKWILA AUG 16 2018 PERMIT CENTER SCHEMATIC -- LJ \ / \ - 0 -31 OFF DISCONNECT SWITCH FUSE CIRCUIT BREAKER TRANSFORMER GROUND CONNECTION PILOT LIGHT * INDICATES COLOR PUSHBUTTON o— MOMENTARY CONTACT NORMALLY OPEN 2 0 3 1 — + — 2 —0 73- 3 33 PUSHBUTTON MOMENTARY CONTACT NORMALLY CLOSED N SELECTOR SWITCH MAINTAINED CONTACT TWO POSITION - 0- SELECTOR SWITCH MAINTAINED CONTACT THREE POSITION SOLENOID VALVE PRESSURE SWITCH - N.C. OPENS ON RISING PRESSURE PRESSURE SWITCH - N.O. CLOSES ON RISING PRESSURE OPENS ON RISING LEVEL FLOAT OR LEVEL SWITCH - N.C. CLOSES ON RISING LEVEL FLOAT OR LEVEL SWITCH - N.O. FLOW SWITCH - N.C. OPENS ON INCREASE IN FLOW FLOW SWITCH - N.O. CLOSES ON INCREASE IN FLOW TEMPERATURE SWITCH - N.C. OPENS ON RISING TEMP TEMPERATURE SWITCH - N.O. CLOSES ON RISING TEMP LIMIT SWITCH - N.C. LIMIT SWITCH - N.O. RELAYS & COILS *=TYPE M=MOTOR STARTER CR=CONTROL RELAY C=CONTACTOR TR=TIME DELAY OR TIMING RELAY N.O. CONTACT -0-- N.C. CONTACT N.O. - ON DELAY CONTACT N.C. - ON DELAY CONTACT N.O. - OFF DELAY CONTACT N.C. OFF DELAY CONTACT ISSUED FOR CONSTRUCTION DESIGN BY CASNE DATE 07.31.18 GENERAL NOTES 1. CONDUIT: EMT, UNLESS OTHERWISE NOTED, UP TO 2". FOR SIZES ABOVE 2" AND FOR EXPOSED CONDUIT IN MANUFACTURING AND HIGH BAY AREAS INSTALLED LESS THAN 4 FT. ABOVE FINISHED FLOOR LEVEL USE RIGID STEEL CONDUIT. 2. CONDUCTORS SHOWN: #12 AWG, STRANDED COPPER, INSULATION TYPE THHN/THWN, UNLESS OTHERWISE NOTED. USE #14 AWG FOR LOW VOLTAGE CONTROL WIRING. 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 4 (LEFT BUS IN PNL) B 0 (CENTER BUS IN PNL) C 0 (RIGHT BUS IN PNL) NEUTRAL EQUIPMENT GROUND ISOLATED GROUND BLACK BROWN RED ORANGE BLUE YELLOW WHITE GRAY GREEN GREEN 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 INSIDE PANELS UPON COMPLETION OF JOB. 6. PROVIDE #12 AWG INSULATED CONDUCTOR, OR OTHER APPROVED PULLING CABLE, AS A PULL -WIRE IN ALL CONDUITS MORE THAN 5 FEET IN LENGTH. ABBREVIATIONS AF. AFF AHC AHU AL AT ATS AWG CB CMCS CO CRU DED DP EF EMCS EMT EPO ES EWC FACP FAR FDP FVNR FVR GFI GND HP IMC kcMIL LV M.BKR. MCC MCM MLO NACB NEC N/A NC NO PA PH PNL PVC RF RVNR SRP SWBD SWGR SF ST TBD TD THHN THWN T/S UH VFD WP XFMR FRAME RATING IN AMPS ABOVE FINISHED FLOOR ABOVE HUNG CEILING AIR HANDLING UNIT ALUMINUM TRIP RATING IN AMPS AUTOMATIC TRANSFER SWITCH AMERICAN WIRE GAUGE CIRCUIT BREAKER CENTRAL MANAGEMENT CONTROL SYSTEM CONDUIT ONLY COMPUTER ROOM UNIT DEDICATED DISTRIBUTION PANELBOARD EXHAUST FAN ENERGY MANAGEMENT CONTROL SYSTEM ELECTRICAL METALLIC TUBING EMERGENCY POWER OFF EPO SWITCH ELECTRIC WATER COOLER FIRE ALARM CONTROL PANEL FIRE ALARM RELAY FIRE DETECTION PANEL FULL VOLTAGE, NON -REVERSING FULL VOLTAGE, REVERSING GROUND FAULT INTERRUPTER GROUND HORSEPOWER INTERMEDIATE METAL CONDUIT THOUSAND CIRCULAR MILS LOW VOLTAGE MAIN BREAKER MOTOR CONTROL CENTER THOUSAND CIRCULAR MILS MAIN LUGS ONLY NON -AUTOMATIC CIRCUIT BREAKER NATIONAL ELECTRICAL CODE NOT APPLICABLE NORMALLY CLOSED NORMALLY OPEN PAGING SYSTEM PHASE PANEL POLY -VINYL CHLORIDE RETUR\I FAN REDUCED VOLTAGE, NO -R SMOKE REMOVAL PANE SWITCHBOARD SWITCHGEAR REVIEWED .FOR P ANCE WITH 70 - NEC 11% 2010 SUPPLY FAN SHUNT TRIP (CIRCUIT TO BE DETERMINED TIME DELAY WIRE INSULATION TYPE WIRE INSULATION TYPE TWISTED & SHIELDED UNIT HEATER VARIABLE FREQUENCY DRIVE WEATHER PROTECTED TRANSFORMER aig City of Tukwila NG DIVISION REFER TO N.E.C. REFER TO N.E.C. CASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL, SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW.CASNE.COM JOB NO. 181-072 SYM REVISION BY APPROVED DATE SYM REVISION APPROVED DATE F-22 WORK ROOM W1208311 DLR GROUP AVERY 06.26.12 A ADC THERMOPLASTIC PRESS W5754747 CASNE SHG 07.31.18 RECORD DRAWING W1208311 DLR GROUP AVERY 10.19.12 ADC PRECISION 5 -AXIS GANTRY MILL 16015520 CASNE - RECORD SET 16015520 - RECONCILED TO VAULT CASNE NO DAT DAT 07.16.14 10.23.15 EPD 04.18.18 gLA OE/G° ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE M' •V+IN D.HAMMOND DATE CHECKED J.HAMLIN ENGINEER D.HAMMOND CHECKED D.HAMMOND ELECTRICAL SYMBOLS & LEGEND APPROVED J.KOKOCZKA APPROVED D.SEPTELKA TITLE 10.21.94 ELECTRICAL MASTER ADC THERMOPLASTIC PRESS BUILDING 9-101.1 Dev. Center,Wa CURRENT REVISION W5754747 SHEET SYMBOL A DATE 07.31.18 El JOB NO. W5754747 COMP NO. DWG NO. 09-101-E1 Press\_Drawings\09-101-1 E2—BR.dwg 1- (2) 3" 3 350M TO SUB 3 (2) SUB 43 (2) 3" 3#350MCM TO SUB 24 (2)4" 4#750 TIE SUB 18 & TIE SS46-18 FROM SUB (2) 3"C, 3 FROM SUB 18 (2) 2-"C, 3#250 (2) 3" 3#3 TO SUB 14 PARTIAL ELOO PLA\ SCALE: 1/32" = 1'-0" O O 10.9 11 11.1 13 17 REMOVAL O O 1E2 -A rer 1E2 -D r ISSUED FOR CONSTRUCTION DESIGN BY CASNE DATE 07.31.18 LEGE\D Dammemess OVERHEAD BUSWAY, 600A, 480Y/277V, 30, 4W, WESTINGHOUSE # m KVA 480-208Y/120V POWER TRANSFORMER, KVA RATING SHOWN D'A DISCONNECT SWITCH, AMP RATING SHOWN MEM 480V OR 480Y/277V PANELBOARD BUSWAY PLUG-IN BREAKER (RATING NOT SHOWN) NON -AUTOMATIC TRANSFER SWITCH, ELECTRICALLY OPERATED RATING AS NOTED ® PULL BOX NATs GE\PAL \OTES 1.) ALL CONDUIT TO BE 1/2" EMT UNLESS OTHERWISE NOTED. 2.) ALL WIRE TO BE #12 THHN/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. 9.) VERIFY ROTATION OF ALL 3 PHASE MOTORS. 10.) SEAL ALL CONDUIT WALL/SURFACE PENETRATIONS & PROVIDE METAL COVER PLATES. REFEE\CE NAM \GS 1 > 109-101-2005-330, BUSDUCT PLAN 109-101-1E2A Fr% 109-101-1E119, 1E120 DEMOLITIO\ \OTES DISCONNECT AND REMOVE ALL CONDUIT, CONDUCTORS AND HARDWARE FROM PANEL Y19. REMOVE LOADS AND DISPOSE PER BOEING ENVIRONMENTAL GUIDELINES. REMOVE PANEL Y19. REMOVE PANEL Y19 CONDUCTORS BACK TO BUS DUCT DISCONNECT IN TUNNEL 7. FLUSH CUT AND CAP EXPOSED (ABANDONED) CONDUIT FOR PANEL Y19 FEEDER. REVIEWED FOR COMPLIANCE WITH NFPA70-NEC SEP 10 2018 City of Tukwila BUILDING DIVISION CITY OF TUKWILA AUG 16 2018 PERMIT CENTER CASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW.CASNE.COM JOB NO. 181-072 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE 1) 03 0 A POWER UPGRADES, 9-101 (2007) J#55775803 SANTOS VAVREK 5/10/07 F ADC PRECISION 5 -AXIS GANTRY MILL 1615520 CASNE DAT 07.16.14 B SUBSTA. 46 RELOCATION - 90% SUBMIT WH_11047.008 WH MAS 07.14.11 RECORD SET 16015520 CASNE DAT 10.23.15 C SUBSTATION 46 RELOCATION - 90% SUBMIT WH_11047.008 WH MAS 07.27.11 G ADC THERMOPLASTIC PRESS W5754747 CASNE SHG 07.31.18 D SUBSTATION 46 RELOCATION - IFC WH_11047.008 WH MAS 08.18.11 E REDLINES CD07 11047.008 NC WH LEG 09.19.12 Q� "EnNGm ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN EDDIE P. DUARTE DATE 03.01.07 CHECKED SUBTIT 480Y/277 VOLT POWER DISTRIBUTION - 1ST FLR CURRENT REVISION W5754747 SYMBOL DATE 07.31.18 ENGINEER PABLO SANTOS CHECKED JOHN J. VAVREK APPROVED APPROVED JOHN J. VAVREK 03.07.07 03.09.07 03.09.07 TITLE ELECTRICAL MASTER ADC THERMOPLASTIC PRESS BUILDING 9-101.1 COL. S -Z/1-19 DEV. CENTER, WA SHEET IE2BR. JOB NO. W5754747 COMP NO. DWG NO. 9-101-1E2BR -1 --- r-- _ Ir— n _ L I a _ �il� r 'i. �, .,� • u�uon mmum� 1 11 I m to m M, #2/0 n I I • 1 1 m u u u 0 ■ 1 TUNNEL #4 00 I m m �, e i-- I30KVA 9 q m KVA iLi f--I1E1E9 91 II Iljj II ,m 6 - _ ■_;g. HI x ■. C�a — ji J.-- P• S7 QLD — TUNNEL #5 , = PI - 11--- .,_ ., 1 - t-- n u IIII 1.. . , —3" 3/350MCM H - 1 „I 1 TIE- 1 _ - - - II -ea' ICM x 4"3#500 1 46 SUB 48a v , PANEL W9 - — 1 KVA ■ -- i� -, __ _ a� .,�, is --_ --• -,<EL — ,� 1 _ 1W9-2 - 1 T 0 - - Illa x x — _ 1 — • - __ _ ri ■■ © I - ill PIRTALI -- _ M LL _ A LI H 33 1350M ■ H H H H -I 33F4-34—..0 u - — _ — (2) 3" 3#35OMCM U U 11 \ rI ' El u 1- - ® 11 I TUNNEL #6 o 0 o c o o 1 n En. 11 R C� _ _ _ n u u 0 0 n o _ _ _ _ _ n n u u - - ri n n u u — ■ - _ 9 j -j n H 11{ H H I--1 ___H___75.1____— TUNNEL 17 14F4-35-600 I )OMCM 4SRVA 3OKV V =MIIIIIIWIF (2E3" 3#350MCM 0 0 1 • I IIL. MINN �I�-■1= �ii� T- I --Ia�— PARTIAL ELOO PLA\ SCALE: 1/32" = 1'-0" O O 10.9 11 11.1 13 17 REMOVAL O O 1E2 -A rer 1E2 -D r ISSUED FOR CONSTRUCTION DESIGN BY CASNE DATE 07.31.18 LEGE\D Dammemess OVERHEAD BUSWAY, 600A, 480Y/277V, 30, 4W, WESTINGHOUSE # m KVA 480-208Y/120V POWER TRANSFORMER, KVA RATING SHOWN D'A DISCONNECT SWITCH, AMP RATING SHOWN MEM 480V OR 480Y/277V PANELBOARD BUSWAY PLUG-IN BREAKER (RATING NOT SHOWN) NON -AUTOMATIC TRANSFER SWITCH, ELECTRICALLY OPERATED RATING AS NOTED ® PULL BOX NATs GE\PAL \OTES 1.) ALL CONDUIT TO BE 1/2" EMT UNLESS OTHERWISE NOTED. 2.) ALL WIRE TO BE #12 THHN/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. 9.) VERIFY ROTATION OF ALL 3 PHASE MOTORS. 10.) SEAL ALL CONDUIT WALL/SURFACE PENETRATIONS & PROVIDE METAL COVER PLATES. REFEE\CE NAM \GS 1 > 109-101-2005-330, BUSDUCT PLAN 109-101-1E2A Fr% 109-101-1E119, 1E120 DEMOLITIO\ \OTES DISCONNECT AND REMOVE ALL CONDUIT, CONDUCTORS AND HARDWARE FROM PANEL Y19. REMOVE LOADS AND DISPOSE PER BOEING ENVIRONMENTAL GUIDELINES. REMOVE PANEL Y19. REMOVE PANEL Y19 CONDUCTORS BACK TO BUS DUCT DISCONNECT IN TUNNEL 7. FLUSH CUT AND CAP EXPOSED (ABANDONED) CONDUIT FOR PANEL Y19 FEEDER. REVIEWED FOR COMPLIANCE WITH NFPA70-NEC SEP 10 2018 City of Tukwila BUILDING DIVISION CITY OF TUKWILA AUG 16 2018 PERMIT CENTER CASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW.CASNE.COM JOB NO. 181-072 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE 1) 03 0 A POWER UPGRADES, 9-101 (2007) J#55775803 SANTOS VAVREK 5/10/07 F ADC PRECISION 5 -AXIS GANTRY MILL 1615520 CASNE DAT 07.16.14 B SUBSTA. 46 RELOCATION - 90% SUBMIT WH_11047.008 WH MAS 07.14.11 RECORD SET 16015520 CASNE DAT 10.23.15 C SUBSTATION 46 RELOCATION - 90% SUBMIT WH_11047.008 WH MAS 07.27.11 G ADC THERMOPLASTIC PRESS W5754747 CASNE SHG 07.31.18 D SUBSTATION 46 RELOCATION - IFC WH_11047.008 WH MAS 08.18.11 E REDLINES CD07 11047.008 NC WH LEG 09.19.12 Q� "EnNGm ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN EDDIE P. DUARTE DATE 03.01.07 CHECKED SUBTIT 480Y/277 VOLT POWER DISTRIBUTION - 1ST FLR CURRENT REVISION W5754747 SYMBOL DATE 07.31.18 ENGINEER PABLO SANTOS CHECKED JOHN J. VAVREK APPROVED APPROVED JOHN J. VAVREK 03.07.07 03.09.07 03.09.07 TITLE ELECTRICAL MASTER ADC THERMOPLASTIC PRESS BUILDING 9-101.1 COL. S -Z/1-19 DEV. CENTER, WA SHEET IE2BR. JOB NO. W5754747 COMP NO. DWG NO. 9-101-1E2BR FD.6 ROi SU3 13 FD. 3 RO SU3 33 METERING BUSW11Y5 0 1 *600 500A 14F1 SPARE AR600 'A 14E5 CRATE PMN. I CC -1 41418T N(800 AK600 400A 400A MMN 14E2 14E6 BREAKER 1600 0A 14E3- BUSWAY ACE SPACE AX800 A1(800 400A 14E3 14E7 TIE BUSWAY BUSWAY BREAKER 14E4-35 14F8 -31A 800A 400A 400A 11 14F4 14E8 (2)2"C, 3#4/0, #2 NEU EA. 3C#4/0 ARMORED CABLE IN TRAY 13.8kV FDR 6 13.8kV FDR 3 4"C, 3#4/0 A2 L SUB 14 BUSSED Sr'UCE BOX BUSSED UCE BOX -1 13.8kV FDR 6 13.8kV FDR 3 4"C, 3#4/0 O 125E Al K 13,800V 1000/1333 kVA 5.75% 480Y/277V 1600AF 1600AT 3 CT 2 FU CPT 2 FU E 11 480 120/240V K 1500:5 3 FU 3 PT 3 FU J CONTROL POWER 288 120V MULTI- FUNCTION METER ION3720 14F1 /?\14F2 )\14F3 /?\14F4 600AF 600AF 600AF 600AF / 500AT 400AT 400AT 400AT U U U 4F1-30', 400A 2"C, 4#3/0 PANEL 2M17 200A 2"C, 4#3/0 0 (2)2-"C, 3#250MCM EA. 1-"C, 3#4 PANEL 2R15 200A 4#1/0 0 CRANE PNL 41418T 400A 3W ABANDONED HVAC PLATFORM TRUSS COL Y/8 (2)3"C, - 3#4/0, #2 NEU EA. MTS NATS 1R15 „fY 45kVA 208Y/120V PNL 1R15-1 150A DCN -1R15 BUSWAY 33F3-28 n BUSWAY '14F3-31', 3"C, 6#4/0, 2#2 NEU 4"C, 3#4/0 4"C, 3#4/0 480V, 2400A, 3 PHASE, 4 WIRE (40,000 A.I.C.) �14F5 600AF �/ 400AT �14F6 /N) 600AF 400AT 6 TO SUSS 18 & 33 VIA SPLICE 30X FDR 3 TC SUB 18 X14F7 600AS SPACE 3"C, 6#4/0, 2#2 NEU SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE A POWER UPGRADES J#557758-01 SANTOS VAVREK 8/16/06 F ADC THERMOPLASTIC PRESS W5754747 CASNE SHG 07.31.18 B POWER UPGRADES, 9-101 J#557758-03 SANTOS VAVREK 5/10/07 C POWER UPGRADES, PH -II J#575546-01 SANTOS VAVREK 5/8/08 D ADC WH SRM 04.01.13 E REDRAWN TO STANDARD D. OTTEN DLO 01.06.16 M.E7Mff® 1"c, 3#4 /7\14F8 Tl 600AF 500AT 0 0 DCN -2J17 PANEL 3L18 400A 3W S. ELEVATOR EQUIP ROOM TIE /1\\ 600AF 600AT 3"C, 3#500MCM REMOVAL ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN PRS CHECKED 3US TIE TO SU3 33 ISSUED FOR CONSTRUCTION DESIGN BY CASNE DATE 07.31.18 LEGE\D GENERAL \OIES EFEE\CE DRAWINGS DEMOLITION \ OYES REMOVE CONDUCTORS AND CONDUIT. RETAIN BUS TAP BOX AS SPARE. UPDATE TAP BOX LABEL TO INDICATE "SPARE." REMOVE PANEL Y19. REVIEWED FOR COMPLIANCE WITH NFPA 70 - NEC SEP 10 2018 City of Tukwila BUILDING DIVISION, RECEIVED CITY OF TUKWILA AUG 16 2018 PERMIT CENTER u(6-6707 CASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL, SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW. CASNE. COM JOB NO. 181-072 DATE 7/10/06 ONE -LINE DIAGRAM SUBSTATION 14 CURRENT REVISION W5754747 SYMBOL F DATE 07.31.18 ENGINEER SANTOS CHECKED VAVREK APPROVED APPROVED 7/10/06 8/16/06 TITLE ELECTRICAL MASTER ADC THERMOPLASTIC PRESS BUILDING 9-101 SHEET E4S14R JOB NO. W5754747 COMP NO. DEV. CENTER, WA DWG NO. 9-101-E4S14R FDR 6F FDR 3 F ADD'N v SUB 33 SU3 33 BLANK PORTAL MU. LX800 800A 18F1 METERING SPARE LX1800 PNEL 2P15 UC800 MCA 18F2 WIN BREAKER LX3200 3200A ---A 18F5 SPARE LX1800 PANEL S16 WOO 800A 18F3 ME WAXER LX1800 BODA --A 18F8 NE DM DEC 211TCH WOO aom 1 8F4 (2)2—"c, rc, 3#4/0 13.8kV FDR 6 SUB 18 13.8kV FDR 3 4"C, 3#4/0 A2 BUSSED SPLICE 80X BUSSED SPLICE BOX 13.8kV FDR 3 1. 0 Al 13,800V 1500/2000 kVA CC (rTh 5.75% 480Y/277V 3 CT 3200AF 3200AT \l/f o 2 FU CPT 2 FU 0 11 ii3E---11 11 480 120/240V 1 CONTROL POWER 4"C, 3#4/0 3 FU 3 PT 3 FU 11 I Ha= 288 120V 480V, 3200A, 3 PHASE, 4 WIRE (40,000 A.I.C.) MULTI— FUNCTION METER ION3720 FDR 3 TO S 3 14 1 -DR 6 0 SUB 1z - FDR 3 TO SH 46 18F1 /1\ 800AF 800AT 1 CT E 800:5 3#250MCM EA. 0 PORTAL MILL 350kVA U/12 3#1, #8NEU 1-4"C, 3#1/0, #6NEU (2)4"c, 4#500mcm EA. 18F2 /1\ 800AF 800AT 1 CT 800:5 1 CT (2)4"C, 3#500mcm EA. 75kVA -Y1 75kVA 208Y/120V \11//7/7/ 3#35 18F3 /I\ 800AF 800AT 800:5 18F4 /I\ 800AF \fr 800AT \/ 1 CT 800:5 0 (3)3"C, 3#350MCM EA.N‘b PANEL S16 800A 3 3#1/0 208Y/120V LLLJJ 75kVA .‘ 208Y/120V \ 2"C, 3#4/0, #4NEU c 600/600 GUTTER 3"C, 4#500kcmil 18F5 1600AF 1 ---- 400/400 -E-0. Mtn 330kVA 480Y/277V 400/400 FIBER PLACE MACHINE W.3/20.6 18F6 1600AF 3"C, 3#500kcmil 3"C, 3#500kcmil (2)24C, 4#4/0 EA. TIE /I\ 1600AF 800AT 1 CT 1600:5 (2)4"C, 4#750kcmil EA. TIE TO SU3 46 REMOVAL ISSUED FOR CONSTRUCTION DESIGN BY CASNE DATE 07.31.18 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE K ADC V16 FIBERPLACEMENT MACHINE J#12771-10 EISI VAVREK 07.25.13 F POWER UPGRADES, 9-101 (DRAWING UPDATE) J#557758-0 SANTOS VAVREK 5/10/07 L ADC INGERSOL AFP FIBER PLACEMENT SU W2675940 EISI VAVREK 07.07.14 G ADDED SECTION TO SUB 18 W11109725 REDRAWN TO STANDARD D. OTTEN DLO 06.09.16 H SUBSTATION 46 RELOCATION - 90% SUBMI WH_11047.008 AISAKA WH MAS 01/07/11 07.14.11 ADC THERMOPLASTIC PRESS W5754747 CASNE SHG 07.31.18 SUBSTATION 46 RELOCATION - IFC H_11047.008 WH MAS 07.27.11 J REDLINES C007 11047.008 NC WH LEG 09.19.12 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN PRS CHECKED DAT 7 10/06 ONE -LINE DIAGRAM SUBSTATION 18 LEG \D AL \OTES ENC DRAWI\GS D v OL 10\ \O REMOVE CONDUCTORS AND CONDUIT FROM PANEL S16 TO SNK ROUTER. RETAIN BREAKER AS SPARE. UPDATE PANEL SCHEDULE UPON REMOVAL. • REVIEWED FOR COMPLIANCE WITH NFPA 70 - NEC SEP 10 2010 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA AUG 1 6 2018 PERMIT CENTER ELK; 57157 E CASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW.CASNE.COM JOB NO. 181-072 CURRENT REVISION W5754747M BOL DATE 07.31.18 APPROVED BY DEPT. DATE ENGINEER SANTOS CHECKED VAVREK APPROVED 7/10/06 8/16/06 APPROVED TITLE ELECTRICAL MASTER BUILDING 9-101 DEV. CENTER, WA SHEET E4S18R JOB NO. W5754747 CCMP NO. D G NO. 9-101—E4S18R : 6/9/2016 11:08:37 AM PANEL 2P15 SECT 1 800A PANEL 2P1 SECT 2 800A 75kVA -Y1 75kVA 208Y/120V \11//7/7/ 3#35 18F3 /I\ 800AF 800AT 800:5 18F4 /I\ 800AF \fr 800AT \/ 1 CT 800:5 0 (3)3"C, 3#350MCM EA.N‘b PANEL S16 800A 3 3#1/0 208Y/120V LLLJJ 75kVA .‘ 208Y/120V \ 2"C, 3#4/0, #4NEU c 600/600 GUTTER 3"C, 4#500kcmil 18F5 1600AF 1 ---- 400/400 -E-0. Mtn 330kVA 480Y/277V 400/400 FIBER PLACE MACHINE W.3/20.6 18F6 1600AF 3"C, 3#500kcmil 3"C, 3#500kcmil (2)24C, 4#4/0 EA. TIE /I\ 1600AF 800AT 1 CT 1600:5 (2)4"C, 4#750kcmil EA. TIE TO SU3 46 REMOVAL ISSUED FOR CONSTRUCTION DESIGN BY CASNE DATE 07.31.18 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE K ADC V16 FIBERPLACEMENT MACHINE J#12771-10 EISI VAVREK 07.25.13 F POWER UPGRADES, 9-101 (DRAWING UPDATE) J#557758-0 SANTOS VAVREK 5/10/07 L ADC INGERSOL AFP FIBER PLACEMENT SU W2675940 EISI VAVREK 07.07.14 G ADDED SECTION TO SUB 18 W11109725 REDRAWN TO STANDARD D. OTTEN DLO 06.09.16 H SUBSTATION 46 RELOCATION - 90% SUBMI WH_11047.008 AISAKA WH MAS 01/07/11 07.14.11 ADC THERMOPLASTIC PRESS W5754747 CASNE SHG 07.31.18 SUBSTATION 46 RELOCATION - IFC H_11047.008 WH MAS 07.27.11 J REDLINES C007 11047.008 NC WH LEG 09.19.12 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN PRS CHECKED DAT 7 10/06 ONE -LINE DIAGRAM SUBSTATION 18 LEG \D AL \OTES ENC DRAWI\GS D v OL 10\ \O REMOVE CONDUCTORS AND CONDUIT FROM PANEL S16 TO SNK ROUTER. RETAIN BREAKER AS SPARE. UPDATE PANEL SCHEDULE UPON REMOVAL. • REVIEWED FOR COMPLIANCE WITH NFPA 70 - NEC SEP 10 2010 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA AUG 1 6 2018 PERMIT CENTER ELK; 57157 E CASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW.CASNE.COM JOB NO. 181-072 CURRENT REVISION W5754747M BOL DATE 07.31.18 APPROVED BY DEPT. DATE ENGINEER SANTOS CHECKED VAVREK APPROVED 7/10/06 8/16/06 APPROVED TITLE ELECTRICAL MASTER BUILDING 9-101 DEV. CENTER, WA SHEET E4S18R JOB NO. W5754747 CCMP NO. D G NO. 9-101—E4S18R : 6/9/2016 11:08:37 AM XOV8/1 a? II ROUTE LIG TO XT22-1/3b SEE 1E38 TI\G DLA\ 1ST F SCALE 1/8' = 1'-0" oo� REMOVAL SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE A REMOVE WALL PLUG 0186-10 TEB VAVREK 7.3.03 B ADD LIGHTED EXIT SIGN W160968 VAVREK VAVREK 06.17.10 C ADC WH MAS 04.01.13 D ADC THERMOPLASTIC PRESS W5754747 CASNE SHG 07.31.18 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN RIVERA CHECKEt) -F 'E\C DAWI G -h SAL \OT -S 1. ALL CONDUIT TO BE i"E.M.T. UNLESS OTHERWISE NOTED. 2. ALL WIRE TO BE #12 THWN UNLESS OTHERWISE NOTED. 3. THE FOLLOWING COLOR CODING TO CONDUCTORS SHALL BE OBSERVED ON ALL CIRCUITS 600—VOLTS OR LESS. 120/208V 277/480V "A" PHASE (LFT BUS IN PNL) BLACK BROWN "B" PHASE (CTR BUS IN PNL) RED ORANGE "C" PHASE (RHT BUS IN PNL) 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. ALL UNUSED CONDUIT AND WIRE TO BE REMOVED BACK TO SOURCE. INCLUDING PLUG—IN CIRCUIT BREAKERS ON BUSWAYS. 6. FEEDERS TO PANELS AND BUSWAYS SHOWN ON SHEETS E2 AND E3. LABEL ALL RECEPTACLES, JUNCTION BOXES, SWITCHES, ETC., WITH CIRCUIT IDENTIFICATION. 8. INSTALL REVISED PANEL SCHEDULES UPON COMPLETION OF JOB. D-VOLITIO\ \0 -S \GS 9-101—HBE33 REMOVE EXISTING EXIT LIGHT. RETAIN FOR RE—USE. REMOVE CONDUIT AND CONDUCTORS BACK TO J -BOX ON WALL. RETAIN CONDUIT FOR RE—USE. DATE 08.20.97 ISSUED FOR CONSTRUCTION DESIGN BY CASNE DATE 07.31.18 REVIEWED FOR COMPLIANCE WITH NFPA 70 - NEC SEP 10 2018 City ofTukwila BUILDING DIVISION r '\ 7 T T T T� 1E10 1E11 1E12 1E13 1E14 1E15 1E16 1E17 1E18 1E19 1E20 1E21 1E22 1E23 1E24 1E25 1E26 1E27 1E28 1E29 1E30 1E31 1E32 / E33 /1 E33 1E34 1E35 1E36 1E37 1E38 1E39 1E40 1E41 1E42 1E43 144 1E45 1E46 RECEIVED CI9-101.1 KEY PLAN Q N OF TUKWIL.A SCALE:NONEN AUG 16 2018 PERMI74CENTER fLig 6707 CASNE ENGINEERING, INC. EELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SU17E 205 KIRKLAND, WA 980.33 (425) 522-1000 WWW.CASNE.COM JOB NO. 181-072 PARTIAL 1ST FLOOR LIGHTING PLAN CURRENT REVISION W5754747 SYMBOL DATE 07.31.18 ENGINEER JOHN J. VAVREK CHECKED APPROVED JOHN J. VAVREK APPROVED 08.20.97 08/20/97 TITLE ELECTRICAL MASTER ADC THERMOPLASTIC PRESS BUILDING 9-101 COL. W—Z/15-19 DEV. CENTER, WA SHEET 1E33R JOB NO. W5754747 COMP NO. DWG NO. 9-101-1E33R 01TEND: 11/8/2016 3:53:31 KPFF Boe 9 x x x x 20 x 1 9b 1/2"R, 2#10.#10G W7/9b /EMPTY x x x x x x L 3/4"rsc below grade typical - not usable x x 7 20A 1/2"R, 4#12.#12G OY8A/7,9 x PANEL W7 (TUNNELS) XSOV8/3,4 3/4"C, 4#12, #12G 3/4"C, 4#12.#12G- 0- o- OY8A/3,5 DEAD ENDED W9-1/25 3/4"C, 2#10, #10G -1 W9-1/3,5,7 3/4"C, 6#10, #10G -\• W9-1 x 27 20A b W9-1/13,23 ®014/ E W9-1/29,31 3/4"C, 4#10, x W9-1/23 DAD "13 MIMIC II #10G x 1/9" W9-1/24c,27b 4 DEAD ° AkmAhl. 0Y8 x x x 3/4"C, 6#10, #10G7 x WIRELESS ANTENNA CONTROL BOX MTD. ON WALL (2 TYP.) ►DA 30 29� W. OY8A/EMPTY 3/4"C, 4#12.#12G OY8A/3,5,7,9 27' 11 OY8B/11 c OY8B 2,4,6 3/41C, 4#12 ►,.�., 41lint AFF - XOZ9-1/11c 0 DEPPD 1 1 • 31a 33b 35 8B/8,10,12,14 TUNNEL #5 _ 17c 19a PNL OY8A 0Y88/13,15,17,19,21,23 PNL OY8B 1a 1 PNL. XSOZ9 13,15,17 x x x 80-208/120 5 KVA PH, 4W 3/4"R,6 #4 OY8D - 1/2" .0. 19 OY8D lax IFP"- OY8C 1a Ccl- OY12B/3 PNL. XSOZ9-1 ,4'C 4b OY8C/9,2,4,6 1E71 E533 W9-1/31 3/4"C, 2#1o, # 1 OG REVISION GFCI 31a 0 ADC PRECISION 5 -AXIS GANTRY MILL 16015520 ADC THERMOPLASTIC PRESS W5754747 BY CASNE CASNE APPROVED DAT SHG DATE 07.16.14 07.31.18 SYM R S SYSTEMS FURNITURE Y-9 ADC REVISION W863665 BY ESBROOK WH APPROVED DATE TAE 02.23.12 MAS 04.01.13 RESTORE MIC AREA 9-101 10673916 VAVREK VAVREK 10.18.10 T U SHIPPING & RECVG SYST. FURN AS -BUILT W1703660 14210870 SAZAN VAVREK SL VAVREK 04.04.13 09.19.13 REDLINES CD01 11047.003 NC WH LEG 12.19.11 V INSTALL EXIT LIGHT W2216248 VAVREK VAVREK 10.17.13 OY8C/9,10 0Y8C/13,15,17,19,21,23 1"C, 8#12+G OY12B/7 3/4"C, 2#10 SEE TNE77 SCALE: 1/8"=1 -0" x x 3/4"RS, 8#12 OY8D/20a,22b,24c 26a,28b,30c x 0Y8D/21 /RELAY B 21±),22 24,26 ,0 Y12C/ 3/4"C, EMPTY 11 TUNNEL #5 CKTS. 20,22,24,26,28,30 DEA PNL. XOZ9 Li REMOVA ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN DON MARABLE CHECKED 8' 0 4' 8' 16' - Mill SCALE: 1 /8"=1'-0" LEGEND I 20A DED 30A OttC 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 MA30A30A, 120/208V, 3 PHASE RECEPTACLE SINGLE POLE TOGGLE SWITCH 120/208V DISTRIBUTION PANEL (/NF 63 TRANSFORMER, CAPACITY, PHASE & VOLTAGE AS SHOWN DISCONNECT SWITCH, NON-FUSED, XX AMPERES MOTOR STARTER, MANUAL 115V MOTOR (SIZE AS NOTED) 208 OR 230V MOTOR (SIZE AS NOTED) VSL1630W2ES-W GE\PAL OTES 1. WITH EQUIPMENT REMOVALS, REMOVE ALL ASSOCIATED CONDUIT, CONDUCTORS, HARDWARE AND SUPPORTS. 2. VERIFY FIELD CONDITIONS OF ALL NETWORK EQUIPMENT PRIOR TO DEMOLITION. COORDINATE DEMOLITION WITH BOEING ENGINEERS. 3. POST NEW OR REVISED PANEL SCHEDULES UPON COMPLETION OF JOB. *EFERE\CE DAWI\GS FOR SERVICE IN THE TUNNEL, SEE TNE71. SEE TNE71, 6508D-309 & 6508-316 DET. 4 & 5.ZA DENOLITIO\ \OTES REMOVE RECEPTACLE, UNI -STRUT STAND AND ANCHORS. REMOVE CONDUIT AND CONDUCTORS BACK TO NEAREST WALL MOUNTED J -BOX. REMOVE NETWORK CABINET AND POWER CIRCUIT BACK TO NEAREST J -BOX. c'5D"c 1E60 1E61 E 0 1E62 1E63 1E64 1E65 1E66 1E67 1E68 1E69 %/ 1E70 1 E71 E% 1E72 1E73 1E74 1E75 1 E76 1 E77 1E78 1E79 1E70 1E71 1E72 1E73 DATE 08.21.96 ISSUED FOR CONSTRUCTION DESIGN BY CASNE DATE 07.31.18 ENGINEER DON MARABLE CHECKED JOHN J. VAVREK APPROVED APPROVED NAREN MEHTA SUBTITLE 208Y/120V POWER PLAN 1E74 1E75 1E76 1E77 1 E78 1 E79 1E80 1E81 RECEIVED CITY OF TUKWILA AUG 16 2018 1E87 0 0 0 SEP 10 2018 City of Tukwila PERMIT CENTER BUILDI ► ! (VISION 9-101.1 KEY PLAN ala -016-7 C CASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUIIE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW.CASNE.COM JOB NO. 181-072 CURRENT REVISION W5754747 SYMBOL y DATE 07.31.18 08.21.96 08.22.96 08.22.96 TITLE ELECTRICAL MASTER ADC THERMOPLASTIC PRESS BUILDING 9-101 COL. W -Z/6-11 DEV. CENTER, WA SHEET 1E71R JOB NO. W5754747 COMP NO. DWG NO. 09-101-1E71R 39b. T1 739b SE DWG. 1E76 DOWN 3/4"C FOR FIBRE CABLE 9b --m —14 ---3/4"R, C.O. b 2"R, 3#12 39b Ti 7/13,39,41 3/4" 5#12 PNL T17 ( LI T17/15). UNNEL #7) /1/ S- TO 480V SEE 1E132 3/4"R, 300,202 12 /2"R, 3#12 39b 25a 3/4"R, 2#12,+G 27b 1/2"R, 3#12 39 Sc 41 DEAD --V17/125a,27b y 3/4"R, 4#12 +G /// S480V TO 30A RECEPT. SEE DWG. 1E132 #12 15 #10 #10 PNL XP13/41 15 SV914 VALVE 1/4HP 120V PUMP 10b '-- ADT ENCL 1KVA 277-120V XFRM W/FUSES 5APRI, 10A SEC (MTD ABOVE DOOR) 1111 3/4"CO V17/ TO 480V SEE 1E132 480V SEE 1E132 3/4"C FOR FIBRE CABLE L .G \D 1 30A • Roof ®-' G 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, 120/208V, 3 PHASE RECEPTACLE 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) \EAL \OTES 1.) ALL CONDUIT TO BE 1/2" EMT UNLESS OTHERWISE NOTED. 2.) ALL WIRE TO BE #12 THHN/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 "6" 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.) PERMANENTLY LABEL ALL RECEPTACLES, JUNCTION BOXES, SWITCHES, ETC., WITH CIRCUIT IDENTIFICATION. 8.) INSTALL REVISED PANEL SCHEDULES UPON COMPLETION OF JOB. 9.) VERIFY ROTATION OF ALL 3 PHASE MOTORS. FEE\ DRAW \ GS D_ VIO 10 =s REMOVE CONDUCTORS AND CONDUIT BACK TO SOURCE J—BOX. REMOVE CONDUCTORS AND CONDUIT BACK TO SOURCE PANEL V17. 0.1g -a10 REVIEWED ORH COMPLIANCE 0EC NFP SEP 10 2018 City of Tukwila UILDING DIVISION REMOVAL 1/2"c, 4#12 LB 3a,b,c 1/2"C, 4#12 LB 2a,b,c ISSUED FOR CONSTRUCTION DESIGN BY CASNE DATE 07.31.18 r T‘,v T T T T� 1E60 1E61 1E62 1E63 1E64 1E65 ---I 1E66 1E67 1E68 1E69 1E70 1E71 1E72 1E73 1E74 1E75 1E76 1E77 1E78 1E79 1E80 1E81 '�///////' 71E82 /// f/////� 1E83 -- 1E85 1E86 1E87 1E88 r1E84 1E89 1E90 1E91 1E92 1E93 0E94 1E95 1E96 RECEIVED CITY OF TUKWILA AUG 16 2018 PERMIT CENTER CASNE ENGINEERING, INC. EELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW.CASNE.COM JOB NO. 181-072 SYM REVISION BY APPROVED DATE SYM REVISION E REVISED AS BUILT 15450257 VAVREK VAVREK 11.05.14 Z FLYTHORUGH GRID — IFC WH_12432.007 F HSTAB TOOL AND EQUIPMENT REMOVAL W4670984 SANIDAD SANI DAD 09.30.16 A ADC BY WH WH APPROVED DATE MAS MAS 10.29.12 04.01.13 G ADC THERMOPLASTIC PRESS W5754747 CASNE SHG 07.31.18 B AS—BUILT 14210870 C CENTRAL STRINGER FARM W16150010 VAVREK CEI VAVREK PJ 09.13.13 04.30.14 REDLINES CD07 11047.020 NC WH LEG 10.10.12 D DAF TOOLS RELOCATION 25406-10 EISI VAVREK 07.28.14 ACCEPTABILITY ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DRAWN KYLE HO CHECKED ENGINEER DATE 12/18/96 120/208 VOLT POWER CURRENT REVISION W5754747 SYMBOL G DATE 07.31.18 DATE KYLE HO CHECKED APPROVED J. VAVREK APPROVED N. MEHTA 12/18/96 TITLE 12/18/96 12/18/96 ELECTRICAL MASTER ADC THERMOPLASTIC PRESS BUILDING 9-101 COL. S—W/15-19 SHEET 1E82R JOB NO. W5754747 COMP NO. DEV. CENTER, WA DWG NO. 9-101-1E82R _J 1W16-1.4 1W16-1.5 r 1W16-1.3 1W16-1,6 1W16 -x1 11 W17_y 1w16-1.2 1w16-1.7 iw1st .ia --i Wt6-=i.1—tWtCr�t�--1W1fi11:9-L LJ 3/4" 3/4"C IN TUN EL FOR FIBER OPTIC C BLE PANEL Y16A 5c PANEL Y16D -_I (IN TNL 5 TYP) 11c PANEL Y16C J PANEL W17 I I Y16B I I I I I I L_J -STU O o f a v o i i v i411•Wit (11 API%/1111.if111fII%1111/I,/111111.I./1111f�iIO1111fAI1111fI ANW%f/I.111111%II". .�IVIVA r 11f1/1f/11111//1116/WArdir /1i111f/.1/,I ANf1l/if1111f11/fAtigrI1frill/.r/f.�/111f/// SNK ROUTER SEE DWG. 1 E82 TO LBj/2abc, LB 3abc V17/7a 5— REMOVAL REVISION APPROVED REVISION APPROVED 04.01.13 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN M. DITTMAR CHECKED EG \D ICE 15A, 125V, 1 PHASE, DUPLEX RECEPTACLE ICE 2OAMP20A, 125V, 1 PHASE DUPLEX RECEPTACLE ICE DED 15A, 125V, 1 PHASE DUPLEX RECEPTACLE (DEDICATED) XgX 3OA XX/NF C}1 181 64 0 0 lE1C430 F \T W f I T T, 1E60 1E61 1E62 1E63 1E64 1E65 1E66 1E67 1E68 1E69 1E70 1E71 1E72 1E73 1E74 1E75 1E76 1E77 I 1E78 1E79 1E80 1E81 1E82 �1E83k //7/74 1E84 1E85 1E86 1E87 1E88 1E89 1E90 1E91 1E92 1E93 ri 1E94 1 1E95 1E96 1 9-101.1 KEY PLAN N SCALE NONE 8' 4' 0 4' 8' 16' SCALE: 1/8"=1' -0" ISSUED FOR CONSTRUCTION DESIGN BY CASNE DATE 07.31.18 11 15 1 20 21 15A, 125V, 1 PHASE, DUPLEX RECEPTACLE DROP 30A, 125V, 1 PHASE, TWISTLOCK RECEPTACLE 15A, 125V, 1 PHASE, 4-PLEX RECEPTACLE 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) 30A, 120/208V, 3 PHASE RECEPTACLE OFFICE FURNITURE CONNECTION WARNING BEACON JUNCTION BOX G .RA_ \O - s 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. R E \C DRAWI\GS or► 9-101-1E133 D E M O LITI O\ OTES REMOVE RECEPTACLE, CONDUIT, CONDUCTORS, WIRING DEVICES AND ANCILLARY HARDWARE BACK TO SOURCE PANEL V17. NOT USED. REMOVE ABANDONED CONDUIT, CONDUCTORS, AND ANCILLARY HARDWARE. REMOVE RECEPTACLE. RETAIN CONDUIT, CONDUCTORS AND BOX FOR RE -USE WITH NEW RECEPTACLE. REMOVE ALL CONDUIT, CONDUCTORS AND ANCILLARY HARDWARE FROM PIT AND PREPARE PIT FOR FILL. REMOVE RECEPTACLE, J -BOX, CONDUIT, CONDUCTORS AND ANCILLARY HARDWARE. 7. REMOVE ALL ABANDONED CONDUITS, CONDUCTORS, CABLES AND SUPPORTS ALONG WALL WITHIN ROUTER AREA INCLUDING ANCILLARY POWER STRIPS. 208/120V POWER ow 6 RECEIVED CITY OF TUKWI AUG 16 2018 PERMIT CENT REVIEWED FOR COMPLIANCE WITH A NFPA70-NEC SEP 10 2018 City of Tukwila BUILDING DIVISION_ CASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOQY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW.CASNE COM JOB NO. 181-072 CURRENT REVISION W5754747 W AS -BUILT VAVREK VAVREK 09.13.13 APPROVED BY X SEA LAUNCH ASSEMBLY AREA DISCONNECT ADC THERMOPLASTIC PRESS W2561807 04.23.14 ENGINEER JOHN VAVREK 'ECKED ADC THERMOPLASTIC PRESS W5754747 CASNE 07.31.18 APPROVED cNi APPROVED NAREN MEHTA ELECTRICAL MASTER BUILDING 9-101 COL. W-1/15-19 SHEET JOB NO. SYMBOL y DATE 1E83R W5754747 07.31.18 COMP NO. DEV. CENTER, WA DWG NO. 9-101-1E83R x 30A x x x W9/2,4,6 1"RS, 3#2 x x 1"R, 316, #6GRD. SW#91, TNL. 5 480V, 3PH, 600A BUS DUCT TUNNE #24F4-33-600 CL40 I rel 86 2-1/2"R, 3#4/0— PNL W9 FEEDER I, -1 1"R, 3#4 38,40,4 PNL W9 45KVA, 3PH 480/120-208V #5 W9/ " 3#12 W9/ 1 1g' CO DOWN INTO FLOOR TRENCH 9 x x x x 3"C, 3#350MCM x H x 1-1/2"R, 3#3, #6GRD. SW#129, TNL. 5 x x x x x x LJ II F LJ x x x 15 KVA 480-208/120V 3 PH, 4W x x x 1-1/4"C, 3 4 II =MM. Pir; NMI. 1 #102 #106 #109 #110 1111 #116 1"C, 3#2 # 1"C, 3#2" ... _ 1"C, 3# TUNNEL #5 3 HP SEWAGE LIFT STA. CONTROLLER WTR. HTR. 73A 126 #127 #128 #129 #130 #131 #132 #13 #134 #135 ,'136 ;139 „0----2-1/2"C-9#4 & 3#8GRD TO HANGAR DOR BUS RAILS SW#1 SW#1 PWRS. DR#6 & 7 SW#2 PWRS. DR#4 & 5 (3) 1-1/2"C-6#4 #3 -(3) 60A DISC SW, 50A FUSES 2-1/2"C-3#2/0 FED FROM PLUG-IN UNIT #106 IN TUNNEL #5 SW#3 PWRS. DR#1, 2 & 3 HANGER DOOR DISCONNECT SWTS n 1E1 1 1E121 SCALE; NTS 7 2 1/2"-3 #4/0 & #4/0 GRD. TO STRAINER HOUSE #1 SEE YARD DWG. 109-000-2040-E1 DUCT BANK WITH 2-4"C.O. x X X W9/25,27,29 BP 10 2"RSC-3#4 x 3/4"C,x 3# 10, x# 10 GF D L 1E E121 29c I- J W9/25,27,29 3/4"C, 3#10, #10 GND rJ . LEG D xx xx O ISM 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 1 TRANSFORMER, CAPACITY, PHASE & VOLTAGE AS SHOWN GROUND xx/N( �100 SPECIAL RECEPT 480V 3 PHASE MOTOR MOTOR STARTER, MAGNETIC MOTOR STARTER, MAGNETIC W/ DISCONNECT SWITCH MOTOR STARTER, MANUAL DISCONNECT SWITCH, NON-FUSED, XX AMPERES MACHINE/EQUIPMENT NUMBER X, Y HORSEPOWER CROUSE HINDS 3P -4W -100A, CAT #NREA1O425 GEN \OT IS WITH EQUIPMENT REMOVALS, REMOVE ALL ASSOCIATED CONDUIT, CONDUCTORS, HARDWARE AND SUPPORTS. 2. VERIFY FIELD CONDITIONS OF ALL NETWORK EQUIPMENT PRIOR TO DEMOLITION. COORDINATE DEMOLITION WITH BOEING ENGINEERS. 3. POST NEW OR REVISED PANEL SCHEDULES UPON COMPLETION OF JOB. EFERE\CE DRAWI\GS: 9-101-1E120 9-101-1E503 9-101-1E70, 9-101-1E510 6508-309 DEIV OLITIO \OTES REMOVE 480V DISCONNECT SWITCH AND 480V RECEPTACLE. RETAIN SWITCH AND RECEPTACLE FOR RE—USE. REMOVE CONDUCTORS BACK TO SOURCE BREAKER. REMOVE CONDUIT BACK TO TUNNEL. RETAIN CONDUIT FOR RE—USE. 1E110 1 1E111 1E116 1 1E117 1E122 1E123 1E112 1E113 1E114 1E118 1E119 1E120 1E124 1E125 1E126 r P 1E115 1E127 1E128 1E129 1E130 1E131 1E132 1E133 ats--(no 25,27,29 30AE 8' 0 4' 8' 16' 1E134 1E139 1E135 1E136 1E137 5 1E140 1E141 1E142 1E138 1E143 E147 1E144 1E145 1E146 1E148 RECEIVED CITY OF TUKWILA AUG 16 2018 SCALE: 1/8"=1'-0" PERMIT CENTER 9-101.1 KEY PLAN REVIEWED .FOR COMPLIANCE IEGTH NFPA7 SEP 10 2010 of Tukwila G DIVISION TIAL SCALE: 1 /8"= 0" REMOVA REVISION APPROVED REVISION BY ADC P SUBSTATION 46 RELOCATION - 90% SUBSTATION 46 RELOCATION - IFC REDLINES CD01 11047.003 WH_11047.008 WH WH_11047.008 WH WH 04.17.11 INSTALL 60A & 100A RECEPTACLES W20788658 MAS LEG 07.27.11 12.19.11 RTF TFST FPAMF HANGAR DOOR - 60% WH_12031.004 WH ALJ 05.09.12 U AS -BUILT ADC PRECISION 5 -AXIS GANTRY MILL ADC THERMOPOLASTIC PRESS 14210870 16015520 CASNE WH VAVREK VAVREK APPROVED DATE MAS 04.01.13 VAVREK 07.11.13 VAVREK 09.20.13 DAT 07.16.14 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY ISSUED FOR CONSTRUCTION DESIGN BY CASNE DATE 07.31.18 CASNE ENGINEERING, INC. EELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW.CASNE.COM JOB NO. 181-072 DRAWN M. DITTMAR CHECKED ENGINEER R. AUGER CHECKED J. VAVREK APPROVED DATE 7.07.92 480V POWER CURRENT REVISION W5754747 SYMBOL U DATE 07.31.18 SHEET 03.27.93 03.31.93 TITLE W5754747 CASNE SHO 07.31.18 APPROVED N. MEHTA 04.01.9 ELECTRICAL MASTER ADC THERMOPLASTIC PRESS BUILDING 9-101.1 COL. W—Z/6-11 1E121R JOB NO. W5754747 COMP NO, DEV. CENTER, WA DWG NO. 09-101-1E121R 6#12(DE 1/2" CO ---• eJ 3/4"RSC, CO 3/4"R 6#12 3/4"R 3#6 1-1/4"R 3#2(DE) FROM SW#100 - 3/4"R 3#10(DE) FROM SW#106 3/4"R 3#10(DE) FROM SW#108 .5 HP PUMPS (IN TUNNEL) 3"RAC, CO 4"RSC, CO 3/4"RSC, CO 161 11301 4C.** 2"RSC, 75KVA 480-120/208V FOR PNLS. Y16A, Y16B, Y16C, Y16D 1691 POq 3#4/0 #25BC#27B#28B 1301 1601 1601 1601 C6 1 1301 1301 1301 1 2B #3B #13B #146 20 24B #26B #29B 3/4"C, 6#10 13 130 #105 #106 01 1301 1301 301 1301 08#109#110 t ." , i. .- _„_----A-�1/'�_�__�_ 1 — _ A iF1 ArA1 4� nw ArA. `' A' ts1R �� 1 v__ J ArraT/ rAilow tI►.I�f .da �. F:Atr__ arArAi%/ i��/rfMI%��!1 .� &A .! i./AArg i ' Agifee / /lI'.I� effirAtie it ' oW _rAwAmPlirrer mdlIMISIENNI =�•�' IOI A�'I pet n-�rmTrarr�r• prAmirdtrifrAixdrAmmitusamaypimm sit dr 1-,,4107 ( . 1. f Aa�, / air *. • P.TC•' t '•eR'• I�� r A ot crAri , _,._. Ar Adr AINITAW,, A _%% �__ Attir _ A.��' Away- . % _��" %,_ i' _.era %tow i i`" �I _i " tee A I ►� .__.._.-��-- ---�-- -- ;r .��,�r.��f :�f.%.i riii.� o.+i °��__" • :"? :-ii % rr_ Aardr:/./.A//_// /�I1I!i �// I1! ..wr�r�•�1w,n� w��I.�si/�/.:w....�r�..� W r�r—�,�,..—�.moi► �.r��r•..� rllr.—�, jar r��-..-r.��wr�r� .uyi'iTi� �..�...... ��i+wiwr i6ri�4�.�Yi�,1 ��r.�p�iW,-►��NIMMIIlW�—.IINNKMMr�`®�—..~1...•ir®��..-� t A OMFA� I.lrif��iali/��— �-� 1� ~.A��.4' �f i:� r [—��'.I 1Ra"awl mm W A�� .S�mI��'�r.T�0,.. `�9 tL .'LID. ..��... . 11• r, ...., F 4 07 Pi rivAreir"..,Fiiir 4010111Pr �.0►ii�ir►�riiwl�i��ri7 �.r�� till SCALE: 1/8" = 1'-0" SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE T ADC THERMOPLASTIC PRESS W5754747 CASNE SHG 07.31.18 0 SEA LAUNCH PH 2 & 3 - IFC WH_11045.001 P PICKED UP REDLINES WH WH MAS LEG 05.19.11 12.19.11 L MIC EXPANSION REVISION #1 180450-00 VAVREK VAVREK 03.11.09 Q ADC WH MAS 04.01.13 M INSTALL DO -ALL BANDSAW 8785935 VAVREK VAVREK 05.19.09 R ASA -BUILT 14210870 VAVREK VAVREK 09.24.13 N SEA LAUNCH PH 2 & 3 - 90% SUBMITTAL WH_11045.001 WH MAS 05.09.11 S SEA LAUNCH ASSEMBLY AREA DISC. W2561807 CEI PJ 04.23.14 Q� OE/A/G REMOVAL ACCEPTA THIS DESIGN SPECIFICATION I� BILITY AND/OR APPROVED DEPT. DRAWN EDDIE DUARTE CHECKED 1E110 1E111 1E112 1E113 1E114 1E115 1E116 1E117 1E118 1E119 1E120 1E121 1E12' 1E123 1E124 1E125 1E126 1E127 1E126 1E129 1E130 1E13' 1E132 /moi �1 133 ri 1E134 1E135 1E136 1E137 1E138 <90 2i 1144 1E145 1E146 1E139 1E140 1E14' 1E142 9-10 1E143 KEY PLAN .G -\ D xx xx O tzmo A 480 VOLT DROP, 3W, 4P, CROUSE HINDS, TYPE APR, XX AMP 480 VOLT RECEPT., 3W, 4P, CROUSE HINDS, TYPE ARE, XX AMP. J -BOX 480/277V DISTRIBUTION PANEL TRANSFORMER, CAPACITY, PHASE & VOLTAGE AS SHOWN GROUND 480V 3 PHASE MOTOR MOTOR STARTER, MAGNETIC MOTOR STARTER, MAGNETIC W/ DISCONNECT SWITCH MOTOR STARTER, MANUAL DISCONNECT SWITCH, NON-FUSED, XX AMPERES MACHINE/EQUIPMENT NUMBER X, Y HORSEPOWER 480V 3 PHASE FAN MOTOR,WITH HEATING COIL MOMENTORY PUSHBUTTON SWITCH W/ PILOT LIGHT G-\FRAC OT is 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. FERE\C NAWI\GS SEE DWG. 9-101-1E127 DiMOLITO\ \OT =S REMOVE RECEPTACLE, CONDUIT, CONDUCTORS AND ASSOCIATED HARDWARE. REMOVE BAND SAW, SAFETY SWITCH, CONDUIT, CONDUCTORS AND HARDWARE. REMOVE VACUUM PUMP, SAFETY SWITCH, CONDUIT, CONDUCTORS AND ASSOCIATED HARDWARE. REMOVE PUMP STARTERS, CONTROLLERS, AND CAPACITOR RACKS. REMOVE ALL ASSOCIATED CONDUIT, CONDUCTORS AND HARDWARE. REMOVE FLOOD COOLER PUMP CONTROLLER. REMOVE BAG SHAKER, DISCONNECT SWITCH, CONDUIT, CONDUCTORS AND ANCILLARY HARDWARE. REMOVE PANEL Y19. REMOVE PANEL Y19 FEEDER BACK TO BUS DUCT DISCONNECT. FLUSH CUT AND CAP EXPOSED CONDUITS. RETAIN BUS DUCT DISCONNECT AS SPARE. REMOVE 480V ROUTER DISCONNECT SWITCH. REMOVE CONDUIT, CONDUCTORS, PULL BOXES AND ANCILLARY HARDWARE FROM DISCONNECT BACK TO SOURCE PANEL S16. CLEAR OUT ROUTER PIT AND PREPARE PIT FOR CONCRETE OR CDF FILL. ISSUED FOR CONSTRUCTION DESIGN BY CASNE DATE 07.31.18 REMOVE UNLABELED DISCONNECT AND ASSOCIATED _CONDUIT AND CONDUCTORS BACK TO SOURCE. REVIEWED .FOR CIN OF TUKWIL t$'k57AUG 16 2018 PERMIT CENTER rrP` NEPA 70 - NEC SEP 10 2018 City of Tukwila BUILDING DIVISION CASNE ENGINEERING, INC. EELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW.CASNE.COM JOB NO. 181-072 DATE" 12/13/96 SUBTITLE 480Y/277V POWER PLAN CURRENT REVISION W5754747 SYMBOL DATE 07.31.18 ENGINEER DATE JOHN VAVREK A/13/96 CHECKED APPROVED JOHN VAVREK APPROVED 12/13/06 TITLE ELECTRICAL ASTER ADC THERMOPLASTIC PRESS BUILDING 9-101 COL. W -Z/15-19 DEV. CENTER, WA SHEET 1E133R JOB NO. W5754747 COMP NO. DWG NO. 9-101-1E133R SEE SHEET 1E415 FOR CONTINUATION x x x r r x VIA TRENCH TO W9 3/4"C-(4) 4V G F.O. x x x L_ x x x x x x x x x x x J f J x x x C r 6 FLOG SLA\ SCALE: 1 /8"= 1'-0" REMOVA SYM REVISION BY APPROVED DATE SYM REVISION APPROVED DATE A F22 HIGHBAY JOB REV2 47009-02 BENNETT JV/NM 03.22.95 B F22 VACUUM SYSTEM 757143-01 BENNETT JV/NM 09.28.95 C ADC THERMOPLASTIC PRESS W5754747 CASNE SHG 07.31.18 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN L -GE \D la 4 WG FIBER OPTIC OUTLET MCI OC 8 WG FIBER OPTIC OUTLET © 8"x8"x4" PULLBOX D 1 i UTLET GE\ =RA \OT ES WITH EQUIPMENT REMOVALS, REMOVE ALL ASSOCIATED CONDUIT, CONDUCTORS, HARDWARE AND SUPPORTS. VERIFY FIELD CONDITIONS OF ALL NETWORK EQUIPMENT PRIOR TO DEMOLITION. COORDINATE DEMOLITION WITH BOEING ENGINEERS. - FEE \C DRAM \GS D 0 ITI \ \OTES REMOVE NETWORK CABINET, CABINET SUPPORTS AND CONDUITS BACK TO SOURCE PANELS. FIBER AND OTHER NETWORK CABLES TO BE REMOVED BY OTHERS. REMOVE ALL CONDUITS FROM NETWORK CABINET BACK TO SOURCE PANELS OR DESTINATION DATA DROPS. NETWORK CABLES TO BE REMOVED BY OTHERS. NETWORK CABLES TO BE REMOVED BY OTHERS. REMOVE ALL ASSOCIATED CONDUIT, SUPPORTS AND OTHER HARDWARE. REMOVE ABANDONED UNI -STRUT SUPPORTS. 1E410 1E416 1E422 1E411 1E417 1E423 1E412 1E418 1E424 1E413 1E419 1E425 1E414 1E420 1E426 1E415 1E427 1E428 1E429 � 1E434 1E439 DATE' ISSUED FOR CONSTRUCTION DESIGN BY CASNE DATE 07.31.18 1E430 1E431 1E432 ED FOR MP IANCE WITH 70 • NEC 1E436 1E435 1E440 1E441 KEY PLAN SCALE: NONE ' a• 1E437 1E442 1E4 3 10 2018 1E441- 1 E4' • Cif TukwUILDSila RECEIVED CITY OF TUKWILA AUG 16 2018 PERMIT CENTER 61-18 4--6707 1E445 CASNE ENGINEERING, INC. EELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW. CASNE COM JOB NO. 181-072 CHECKED SUBTITLE COMMUNICATIONS CURRENT REVISION W5754747 SYMBOL C DATE 07.31.18 ENGINEER CHECKED APPROVED APPROVED TITLE ELECTRICAL MASTER ADC THERMOPLASTIC PRESS BUILDING 09-101 COL. 6-11 /W -Z DEV. CENTER, WA SHEET 1E421R JOB NO. W5754747 COMP NO. DWG NO. 09-101-1E421R TO WELLS FARGO ENCLOSURE REMOVAL REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ADC THERMOPLASTIC PRESS W5754747 CASNE SHG 07.31.18 Q,�BOE/N' CY- ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN DATE STEVEN GARRET 06.08.18 D Y2 TELEPHONE OUTLET DUPLEX TELEPHONE OUTLET FLUSH MOUNTED SIGNAL BELL DATA OUTLET VOLUME CONTROL SPEAKER, CEILING MOUNTED LOWBAY SPEAKER, HORN TYPE MID HEIGHT SPEAKER HORN TYPE CLUSTER HORNS DPS I DOOR POSITION SWITCH G =NEAL \OT -S R D WITH EQUIPMENT REMOVALS, REMOVE ALL ASSOCIATED CONDTUIT, CONDUCTORS, HARDWARE AND SUPPORTS. .R \C DRAW \CS OLITIO\ NOTES REMOVE DOOR POSITION SWITCHES AND ASSOCIATED CABLE BACK TO SOURCE PANELS. POSITION SWITCH WIRES AS DRAWN ARE ESTIMATED AND MAY NOT ACCURATELY REFLECT EXISTING CONDITIONS. RECEIVED CITY OF TUKWILA AUG 16 2018 PERMIT CENTER ISSUED FOR CONSTRUCTION DESIGN BY CASNE DATE 07.31.18 REVIEWED .FoR COMPLIANCE ITH NFPA 7 SEP 10 2018 G DIVISION City ©f.TuR iia BUILDIN 1E410 1E411 1E412 1E413 1E414 ® ® O 1E415 1E416 1E417 1E418 1E419 1E420 1E421 1E422 1E423 1E424 1E428 1E429 1E430 CHECKED PARTIAL 1ST FLOOR COMMUNCATION PLAN E434 1E435 1E439 1E425 1E431 1E436 1E426 1E437 1E427 1E433 1E438 1E440 1E441 1E442 1E443 4 1E445 1E446 9-101.1 KEY PLAN (gtb7� CASNE ENG!NEERI'V G, INC. EELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL, SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW.CASNE COM JOB NO. 181-072 CURRENT REVISION SYMBOL DATE W5754747 07.31.18 ENGINEER STEVEN GARREIT CHECKED APPROVED APPROVED 06.08.18 TITLE ADC THERMOPLASTIC PRESS BUILDING 9-101 ELECTRICAL MASTER COL. W -Z/15-19 DEV. CENTER, WA SHEET 1E432R JOB NO. W5754747 COMP NO. DWG NO. 9-101-1E432R ROUTE WIFI AND RADIO EQUIPMENT ENCLOSURE /-- (5) COAX PANEL 19 PIC DATA POE BOX ABANDONED NETWORK ENCLOSURE TO DOOR POSITION SWITCHES TO NETWORK PATCH PANEL . ��—J .. .��•�.r...•,, t�Air Imo• _.. _. ,_,�: MINIMEMPr ASV' //® iy.% ' AssvriiisiAr:.i�.r 47 i ABANDONED NETWORK ENCLOSURE - WELLS FAR ENCLOSURE 0 WELLS FARGO ENCLOSURE CAW9-101 F1 -X19 -A 144.115.86.81 PLAN VIEW SCALE: 1/8" = 1'-O" - ABANDON D ENCLOSURE REMOVAL SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ADC THERMOPLASTIC PRESS W5754747 CASNE SHG 07.31.18 Q1- BE/NG' �r ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN STEVEN GARRETT CHECKED 1E410 1 1E411 1E412 1E413 1E414 1E415 1E416 1 1E417 1E418 1E419 1E420 1E421 1E422 1E423 1E424 1E428 1E429 1E430 '11E434 1E435 1E425 1E431 1E436 1E426 1E432 1E437 1E427 1E439 1E440 1E441 1E442 14 1E445 1E438 1E443 1E446 9-101.1 KEY PLAN DA'L'E 06.08.18 ISSUED FOR CONSTRUCTION DESIGN BY CASNE DATE 07.31.18 G D i2 0 LK DPS G TELEPHONE OUTLET DUPLEX TELEPHONE OUTLET FLUSH MOUNTED SIGNAL BELL DATA OUTLET VOLUME CONTROL SPEAKER, CEILING MOUNTED LOWBAY SPEAKER, HORN TYPE MID HEIGHT SPEAKER HORN TYPE CLUSTER HORNS DOOR POSITION SWITCH MISC. ANTENNA =NEAL \OT =S 1 WITH EQUIPMENT REMOVALS, REMOVE ALL ASSOCIATED CONDUIT, CONDUCTORS, HARDWARE AND SUPPORTS. FERE\C DRAWI\ GS J vI0LIT10\ \OTES REMOVE WELLS FARGO ENCLOSURE, CONDUIT, CABLES, HARDWARE AND SUPPORTS. REMOVE DOOR POSITION SWITCHES AND ASSOCIATED CABLE BACK TO SOURCE PANELS. POSITION SWITCH WIRES AS DRAWN ARE ESTIMATED AND MAY NOT ACCURATELY REFLECT EXISTING CONDITIONS. REMOVE ABANDONED NETWORK ENCLOSURE. REMOVE ASSOCIATED CABLES AND CONDUIT BACK TO SOURCE. REMOVE ETHERNET NETWORK CABLES FROM ROUTER BACK TO SOURCE PATCH PANEL. REMOVE WIFI/RADIO ENCLOSURE AND ASSOCIATED CABLES AND EQUIPMENT. RETAIN FOR RE -USE. COORDINATE REMOVAL AND RE -INSTALLATION WITH BOEING. VERIFY EQUIPMENT IS NO LONGER IN USE. IF IN USE: DO NOT DISTURB. IF NOT IN USE: REMOVE ENTIRELY ALONG WITH ASSOCIATED CABLES AND CONDUIT BACK TO SOURCE. REMOVE ALL ABANDONED CONDUITS, CONDUCTORS, CABLES NCItaWALL WITHIN ROUTER MPLIANCE WITH NFPA 70 - NEC E SEP 10 2018 City of Tukwila — BUILDING DIVISION RECEIVED CITY OF TUKWILA AUG 16 2018 PERMIT CENTER CASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW.CASNE.COM JOB NO. 181-072 PARTIAL 1ST FLOOR COMMUNICATION PLAN CURRENT REVISION W5754747 SYMBOL DATE 07.31.18 APPROVED BY DEPT. DATE ENGINEER STEVEN GARR CHECK D 06.08.18 APPROVED APPROVED TITLE ELECTRICAL MASTER ADC THERMOPLASTIC PRESS BUILDING 9-101 COL. W -Z/15-19 DEV. CENTER, WA SHEET 1E433R JOB NO. W5754747 COMP NO. DWG NO. 9-101-1E433R 15/20/25MVA 26.4kV 13.8kV CPT 15kVA 13.8kV-120/240 1200- OLD SUB 21 (9-61 MEZZ) SEATTLE CITY LIGHT #SW 846A EAST 1200-5 MAIN NEW SUB 21(9-50 BLDG J/1) I, rFDR 8 SUB 29 (9-50 J/1) 1,r8 SUB 31 (9-101 TNL-1) 1, rFDR3 LEGE\D 1200A 750MVA DR 751A 500 kVA A Z=8.04% L Z=6.22% SEATTLE CITY LIGHT FOR #P1034 SCL PTS Y 8400-120 Y .ALJ 13.8 kV "Yl 480Y/277 v ) 800AF MOLDED CASE 1000 kVA A Z=5.94% 125E 13.8 kV 480Y/277 v 1600AF/1800AT 4 Y/277 V ) 4000AF/4000AT 1L" .A 13.8 kV 2400/1385 V ) 1200AF/1200AT 2000 kVA A Z=5.95% .L 200E .� 13.8 kV 'Y1480Y/277 v 3000AF SUB 22 SUB 12 ®0-15kV #350 MCM SUB 12 (9-101 TNL-1) to I, r FOR 6 SUB 22 (9-101 TNL-1) 1, r- FDR 3 SUB 23 (9-101 1NL-1) I, rFDR3 SUB 24 (9-101 R/7) I, rFDR 4 SUB 25 (9-90 W.PENT) I, rFDR 5 SUB 26 (9-98 W.PENT) 1, r -FDR 5 EAST 11E 1200A POWER FACTOR CORRECTION CAPACITOR BANK - 1800 kVAR TOTAL PML 7650 2000 kVA Z=8.08% 200E 13.8 kV Y/277 V Z=1.41% '®--3 480Y/277 V 2000 kVA A Z=5.98% 200E X 118 kV '480Y/277 V 1000 kVA A Z=5.95% .� 13.8 kV ) 3200AF/2400AT 13.8 kV �1480Y/277 V 1600AF 100E .1.J 13.8 kV 480'(/277 V ) 1600AF 26.4 kV FEEDER - SEATTLE CITY LIGHT 13.8 kV FEEDER 480/277V FEEDER & BUS TIE SPECIAL FEEDER, VOLTAGE AS NOTED VOLTMETER ® AMPMETER 1(E TEST BLOCK WATTHOUR METER ® POWER -FACTOR METER ® SWITCH 1200-5 DM ION 7650 W VA 0 ■I 1600AF - -- �� SUB 19 - SUB 12 - SUB 31 Z=4.44% Yi REF. DWG. 109-000-2025-E1 480Y/277 V )1600AF/1600AT 480Y/271 V SUB 43 (9-101 R/3) I, r FDR 2 1000 kVA A' Z=6.00% y, .JIJ 3.8 kV l� 1480Y/277 V 1600AF SUB 88 (9-101 X/1) 1, 1: -FDR 2 1500 kVA A Z=5.91% 13.8 kV �480Y/277 V ) 3200AF/3200AT SUB 89 (9-101 X/1) IFDR 2 1500 kVA A Z=5.91% Y; 13.8 kV 480Y/277 V )3200AF/3200AT )1600AF/1800AT )1600AF/1600AT POWER FACTOR CORRECTION CAPACITOR BANK - 1800 kVAR TOTAL 3 PTS 6400V- 1600AF.4800AT 600AF Q�-SUB24 3200AF23200AT 900 ) I 300* ) 1- 300 ) I 300 ) I 300-5 FDR 5 X350 MCM SUB 27 (9-98 E.PENT) r FDR 2 SUB 51 (9-90 E.PENT} FDR 2 SUB 52 (9-96 S.PENT) FDR 2 SUB 54 (9-96 N.PENT) 1, rFDR2 SUB 55 (9-99 PENT) 1, rFDR 8 SUB 56 (9-99 PENT) I, 1;"'FDR 8 SUB 57 (9-99 PENT) I, rFDR 8 DR 751A_ 13.8 kV Yip T _ . T 1480Y/277 V *: This section of bunk is damaged. 13.8 kV 480Y/277 v ?AF/2o00AT 13.8 kV 480Y/277 V 500AF/1600AT 1000 kVA A Z=5.74% .e 13.8 kV 480Y/277 V )AF/I600AT 4 IP N 0 4 11111 RED THUMB TACK - FEEDER SW. CLOSED. GREEN THUMB TACK - FEEDER SW, OPEN. 300-5 FDR 3 50 MCM B 13 (9-101 F/16 r FDR 6 SUB 14 DR 751A I L - 200-5 1000 kVA Z=5.46% .1.J138 kV " Y1 480'(/277 V ) 1800AF {9-101 R 1�FDR 6 80E 118 kV 480Y/277 V 1600AF DM EDR- 3000 SUB 32 (9-101 F/12 1, rFDR 6 1000 kVA A Z=5.48% 125E 3.8 kV 480Y/277 V SUB 33 (9-101 R/12) 1, r FDR SUB 48 (9-101 5/9) 1, 1; FDR 4 1000 kVA ,61 Z=8.01% 480Y/277 V 125E 118 kV 1500 kVA Z=5.46% 100E X138 kV 480Y/277 V ION 7650 4 IL' fi 1■1 4 1L 1i l:1 4 ID' ri F.1 WEST TIE 1200A 300-5 FDR 6 50 MCM ■ K 1200A 750MVA DR 751A SUB 16 (9-101 Z/19) SUB 18 (9-101 S/15) 1, I- RR 3 1500 kVA Yip J T 480Y/277 V ----) 1200AF 13.8 kV 100E 13.8 kV SUB 61 (9-101 D/21) DR - - 1200AF 751A 1000 kVA ©��,�-) �138kV Z=t.4t% 14.4480Y/277 V B 62 (9-101 D/21 751A -") 1200AF 1000 kVA © 1111 kV Z=?.44% 480Y/277 V SUB 64 (9-102.1 8/4 SUB 65 (9-102.2 6/2} SUB 66 (9-102.2 B/2 2000/2668 kVA Z-?.??% Y 160Y/2400 V 2000 kVA Z=5.81% 14471480Y/277 V 13.8 kV 480Y/277 V )AF 1. BUBBLED AREAS ON THIS SHEET IDENTIFIES AREA OF WORK. SEE FLAG NOTES FOR THIS SHEET'S WORK DESCRIPTION SUMMARY. 2. COORDINATE 13.8kV SHUTDOWNS AND CUTOVERS WITH THE BOEING HIGH VOLTAGE DEPARTMENT. 3. VERIFY PHASE ROTATION OF ALL EQUIPMENT DURING STARTUP. 4, BUS DIFFERENTIAL (87) IN MAIN SWITCHGEAR NOT SHOWN. 5. ALL CABLING VAULT -TO -VAULT IS #350kcmil, EPR, CU ALL CABLING BRANCHS VAULT INTO BUILDING IS #4/0, EPR CU MAJORITY OF SITE 15kV CABLING REPLACED IN 2014. ION 7650 STRUC 1800AF/1600AT gs\09—YRD—E48.dwg 300-5 FDR 7 m > ■ #350 MCM SUB 37 (9-80 outside) 200A _ 750MVA SUB 71 (ANNEX 6) I, r - FDR SUB 72 (ANNEX B) 1, r FDR 1 SUB 74 (ANNEX B) 1, rFDA1 SUB 75(9-120 outside) I, 1 -FDR 4 751A_ 1500 kVA 2=5.60% 1500 kVA A Z=5.75% 13.8 kV 480Y/277 V 1500 kVA A Z=5.75% v ) 2500AF/2125AT 13.8 kV 480Y/277 V 2500AF/2125AT 1000 kVA A Z=5.75% % 80E 13.8 kV 13.8 kV 1500/2700 kVAA Z-5.78% yeryfn 480'(/277 V 125E 13.8 kV PROVIDE AND INSTALL 1500KVA UNIT SUBSTATION #16, REFER TO SPECIFICATION 261116 FOR DETAILS. TERMINATE 15KV CONDUCTORS AND CONDUIT ON UNIT SUBSTATION #16 15KV SWITCHES. EXTEND CONDUIT AND CONDUCTORS FROM EXISTING SPLICE BOXES NEAR COLUMN S/14 TIE BREAKER FOR FUTURE DOUBLE ENDED SUBSTATION CONFIGURATION ONLY. 0 E 15/20/25MVA 26.4kV 13.8kV CPT 15kVA 13.8kV-120/240 WEST 2500AFF2000AT 1600AFF 280AT 0, 0 SEATTLE CITY LIGHT #SW 570A > ■ < 1200A 750MVA 300-5 FDR 8 COMPRESSOR #7 COMPRESSOR 18 350 MCM SUB 28 9-50 MEZZ) r FDR 2 SUB 81 (9-53 ITDL) r FDR 5 SUB 83 (9-53 ITDL) I, I FDR 5 SUB 85 (9-53 ITDL) 1, r-FIR5 SUB 86 (9-50 J/1) 1, rFDR 2 SUB 87 (9-50 J/1) 1, rFOR SEP 10 2010 3PTS 8400-120 Yr'r DR 751A _---_-_ 3 PT5 Y 8400V-120 Y >a 13.8 kV 480Y/277 V 3000AF/3300AT 480Y/277 V 100E 13.8 kV 480Y/277 V 2000 kVA Z=8.11% Y/277 V 1500/2000 kVA A Z=5.88% Y ) 4000AF/4000AT l 100E .AJ 138 kV �480Y/277 V ) 3200AF 2500 kVA A Z=5.75% ti 150E 13.8 kV 4.50Y/277 V 2500 kVA A Z=5.75% .L 150E 13.8 kV 480Y/277 V ) 4000AF/40o0AT City of Tukwila _ VLDING DIVISION - RECEIVED CITY OF TUKWILA E4S18, E4S24, E4S46 .c ISSUED FOR CONSTRUCTION DESIGN BY CASNE DATE 07.31.18 CASNE ENGINEERING, INC. EELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL, SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW.CASNECOM JOB NO. 181-07R c0 z SYM P DO Q R S REVISION REPLC SUB 11 W/ 11/10 RMV SUB 35 MAINT UPDATES REPLC SUB 64 REPLC SUB 41/42 / REPLC SUB 61/62 REPLACE SUBSTATION #20 BY APPROVED 23904 SAZAN/SL OTTEN DRAFT D. OTTEN dlo AS BUILT D. OTTEN dlo AS BUILT D. OTTEN dlo REVISION APPROVED 01.22.16 T ADC THERMOPLASTIC PRESS W5754747 CASNE 02.15.2017 08.09.17 04.09.18 L SUB 34 FAILED AND REMOVED M RPLC SITES FORS MAINT D. OTTEN D. OTTEN DATE 07.31.18 5-2014 12-2014 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY CHECKED SINGLE -LINE DIAGRAM -13.8 KV ENCINEER R. ERICKSON CHECKED APPROVED CURRENT REVISION W5754747 SHEET SYMBOL 07.31.18 02.01.93 TITLE ADC THERMOPLASTIC PRESS 9 YARD JOB NO. W5754747 COMP NO. 33690 CASNE WS 04.09.18 N REFEED SUB 37 FROM FDR 7 MAINT D. OTTEN DLO 01.12.16 APPROVED STRUCTURAL MASTER DEV. CENTER, WA DWG NO. 09-YD-E4B Thermo Press\_Drawings\09- -072 KPFF Boe 9-10 5:18:44 HGG OVER BRIDGE TO SUB 28 IN 9-50 BLDG 'e` 'e/ Ili, IIIIIIIIIIIIII HUM ill !,'jilt Iiiilliill INE.,;, J _I 1 ilk le Iluuiilliihlii ° IIIIIIIIIIIIGIIII 11,11111 IluHlll TO SUB 88/89 114 111P 4"C, 314/0 4"C, 314/0 E4. 11: It 1,000KVA 3C,14/0 ARMOR IN 9 v TO VAULT j2 — 4"C, 314/0 4"C, 314/0 4"C, 3j4/0 314/0 EA. 4"C, 314/' 410 TO SUB • O a n as 1111 IIIA '3 fl b 47c. 3147b It 11111111.1111b., 10.9 4"C, 314/0 EA. TO VAULT 14 0 3C,14/0 ARMOR IN 9"IRAY 12 13 C. 314/0 314/0 4 C. 314/0 suB12INTtlI. 2,000KVA OPEN CABU Iht 1 SPU• ARMOR ENTERS BURIED 4" CONDUIT TO COLUMN D-15 4"C, 3j4/0, 14/OG 3C,14/0 OR IN 9"TRAY SUB 13 1,000KVA 4"C, 314/0, 14/ Y HUNG �M TUNNEL EIUNG TO SUB 16 � 15‹ VOLT POWER DIST�131, SCALE: 1/32"=1'-0" 10\ PARTIAL PLA\ WAS TO SUB 63 LEG \D RED FEEDER #1 YELLOW FEEDER #2 GREEN FEEDER #3 CYAN FEEDER #4 PURPLE FEEDER #5 MAGENTA FEEDER #6 TAN FEEDER #7 G SAL \ OTES =R \C ]�AWI \GS CO \S RC10\\0 - S PROVIDE CONDUIT, CU MV -105 133% EPR CABLES, TERMINATIONS AND ANCILLARY HARDWARE BETWEEN EXISTING SPLICE CABINETS AND NEW BOEING SPECIFIED SUB 16. PROVIDE NEMA 1 PULL BOXES AS NEEDED TO AVOID OVERHEAD ACCESS DOORS. DO NOT BLOCK OVERHEAD DOORS. r///z/ 0 <7 9 /1/ 7/ 4/ , a: E2B RECEIVED CITY OF TUKWILA AUG 16 2018 PERMIT CENTER ISSUED FOR CONSTRUCTION DESIGN BY CASNE DATE 07.31.18 pus E KEY PLAN SCALE: NONE 0767 CASNE ENGIN ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW.CASNECOM JOB NO. 181-072 ED FOR NCE WITH 70 -NEC SEP 10 2010 City of Tukwila SYM REVISION BY APPROVED DATE SYM REVISION APPROVED DATE A ADC THERMOPLASTIC PRESS W5754747 CASNE SHG 07.31.18 !E7NG° ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN DARRELL OTTEN CHECKED ENGINEER CHECKED DAT 07.10.14 1: 15K VOLT POWER DISTRIBUTION - PARTIAL PLAN CURRENT REVISION W5754747 BO DATE 07.31.18 APPROVED APPROVED TITLE ELECTRICAL MASTER ADC THERMOPLASTIC PRESS BUILDING 9-101 COL. A—S/1-19 DEV. CENTER, WA SHEET E2A JOB NO. W5754747 COMP NO. DWG NO. 9-101—E2A _M • IIlnnnumm� 4°C, 314/0 EA. CONTINUES TO '"" E BOXES EAST OF B 4 RED FEEDER #1 YELLOW FEEDER #2 GREEN FEEDER #3 CYAN FEEDER #4 PURPLE FEEDER #5 MAGENTA FEEDER #6 TAN FEEDER #7 SECTION 43 31,5'x16' UPPER CIIAL \ CONTINUES TO SPLICE BOXES EAST OF SUB 24 DAWIN \S RJC 10\ PROVIDE CONDUIT, CU MV -105 133% EPR CABLES, TERMINATIONS AND ANCILLARY HARDWARE BETWEEN EXISTING SPLICE CABINETS AND NEW BOEING SPECIFIED SUB 16. PROVIDE NEMA 1 PULL BOXES AS NEEDED TO AVOID OVERHEAD ROLL -UP DOORS. DO NOT BLOCK ACCESS DOORS. PROVIDE BOEING SPECIFIED SUB 16. REFER TO SPECIFICATION 261116 FOR DETAILS. PROVIDE HOUSEKEEPING PAD BENEATH UNIT SUBSTATION. REFER TO STRUCTURAL DRAWINGS FOR HOUSEKEEPING PAD DETAIL. CONTINUES TO SPUCE BOXES NORTH OF SUB 18 4'C, 314/0, (4/OG 4"C, 314/0. 14/OG 4'C, 314/0, /4 OG 4'C, 3 4/0, 14/06 AUG 16 2018 15< VOT DOW SCALE: 1/32" = 1'-0" - R DISTRIBUTIO - DATTIAL PERMIT CENTER KEY PLAN SCALE: NONE PEVIEWE >FOR (OMVLE ; ° .' WITH PA70-NEC P 1.0 2010 ISSUED FOR CONSTRUCTION DESIGN BY CASNE DATE 07.31.18 APPROVED REVISION APPROVED A ADC THERMOPLASTIC PRESS N) M W5754747 CASNE 07.31.18 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DRAWN DARRELL OTTEN CHECKED ENGINEER CHECKED DATE 07.10.14 15K VOLT POWER DISTRIBUTION - PARTIAL PLAN ADC THERMOPLASTIC PRESS APPROVED APPROVED BUILDING 9-101 CASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW.CASNE.COM JOB NO. 181-072 CURRENT REVISION SYMBOL DATE W5754747 A 07.31.18 JOB NO. W5754747 COMP NO. ELECTRICAL MASTER COL. S -Z/1-19 DEV. CENTER, WA FDR 6 FR FJ3 R 3 M SUB 13 VSH33 YE1EI1l4G eusMu�Ys 1 *60D 5004 14F1 SPARE *600 4004 14F3 aw& Pt& YCC-1 414167 AK= A10300 4004 400A MR 14F2 14F6 BREAKER BUSWAY FUT AK1600 1600A 14F3-31 SPACE M(600 AK600 400A 14F3 14F7 11E MAY BUSIIAY BREAKER 14F4-35 14F8 -31A AK600 N(600 *600 SODA 400A 40Q TE 14F4 14F8 L� 2"C, 4#3/0 0 f////i PANEL 2M17 200A (2)2"C, 3#4/0, #2 NEU EA. 3C#4/0 AR ORED CABLE IN TRAY 13.8kV FDR 6 SUB 14 13.8kV FDR 6 4"C, 3#4/0 4"C, 3#4/0 4"C, 3#4/0 BUSSED PUCE BOX 8kV FDR 3 NIMBI \EPP" w w 13.8kV FDR 3 4"C, BUSSED LICE BOX #4/0 "C, 3#4/O A2 • Al 125E ri 13,800V 1000/1333 kVA 5.75% 480Y/277V 1600AF 1600AT 3 CT 1 J 1500:5 • 3FU 3PT 3FU CONTROL POWER MULTI- FUNCTION METER 10N3720 x-11 I1 288 120V 4"C, 3#4/O 480V, 2400A, 3 PHASE, 4 WIRE (40,000 A.I.C.) FDS 3 TO SU3 16 FDR 6 TO SLB 16 FDS 3 TO SUS 18 a SDLIC �14F1 14F2 600AF /I\1 600AF � 500AT �/ 400AT U U CD "I- 0) CV 2"C, 4#3/0 m (2)2- "C, 3#250MCM EA. "C, 3#4 %'////1 PANEL 2R15 200A 4#1/0 0 CRANE PNL 41418T 400A 3W ABANDONED HVAC PLATFORM TRUSS COL. Y/8 (2)3"C, - 3#4/0, #2 NEU EA. MTS NATS 1R15 rrm 45kVA 208Y/120V PNL 1R15-1 150A DCN -1R15 BUSWAY 33F3-28 �14F3 N/�600AF 400AT U BUSWAY '14F3-31', 400A 3"C, 6#4/O, 2#2 NEU �14F4 1\l 600AF \i/� 400AT U n '14F4-35', 400 I I I n (J 14F5 600AF 400AT �14F6 /1\N) 600AF �/ 400AT 14F7 600AS SPACE 3"C, 6#4/0, 2#2 NEU 1"C, 3#4 j�14F8 /1\l 600AF N/� SooAr TIE 600AF 600AT BOX 3"C, 3#500MCM DCN -2J17 I PANEL 3L18 400A 3W S. ELEVATOR EQUIP ROOM FOR REFERENCE ONLY SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE A POWER UPGRADES J#557758-01 SANTOS VAVREK 8/16/06 F ADC THERMOPLASTIC PRESS W5754747 CASNE SHG 07.31.18 B POWER UPGRADES, 9-101 J#557758-03 C POWER UPGRADES, PH -H J#575546-01 SANTOS SANTOS VAVREK VAVREK 5/10/07 5/8/08 D ADC WH SRM 04.01.13 E REDRAWN TO STANDARD D. OTTEN DLO 01.06.16 el,...AmffErAermw ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN PRS CHECKED LEG \D GES SAL \0T -S REF .E\CE DAWI GS DRAWING INCLUDED FOR REFERENCE ONLY. 3US TI TO SJB 33 DATE 7/10/06 ISSUED FOR CONSTRUCTION DESIGN BY CASNE DATE 07.31.18 REVIEWED FOR COMPLIANCE WITH NFPA 70 - NEC SEP 10 2U10 City of Tukwila BUILDING DIVISION _. RECEIVED CITY OF TUKWILA AUG 16 2018 PERMIT CENTER 7J1b7 E CASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW..CASNECOM JOB NO. 181-072 UBTITLE ONE -LINE DIAGRAM SUBSTATION 14 CURRENT REVISION SYMBOL W5754747 F DATE 07.31.18 ENGINEER SANTOS CHECKED VAVREK APPROVED APPROVED 7/10/06 8/16/06 TITLE ELECTRICAL MASTER ADC THERMOPLASTIC PRESS BUILDING 9-101 DEV. CENTER, WA SHEET E4S14 JOB NO. W5754747 COMP NO. DWG NO. 9-101-E4S14 w 0 Thermo Press\_Drawings\09- 81-072 KPFF Boe 9— I:\ES\Projects\ 18 co tri 0 SJR 33 FDR 3 TAP BOX r-----1 13.8kV FDR '3' 13.8kV FDR '3' 13.8kV FDR '6' L - 4"C, 3#4/0, #4/OG r L FDR 6 TAP BOX --, 13.8kV FDR '6' 13.8kV FDR '3' Baimm 13.8kV FDR '6' SUB 16 12.7KV MCOV Al d L -- 12.7oKV MCOV KA2 - h-�p —I—. 2 FU L_ 1 4"C, 3#4/0, #4/OG PT *--11 11-7-1-3 3 CT 400:5 12.7KV MCOV D 3200 AF 2500 AT MULTI FUNCTION RELAY CAT6 TO BOEING NETWORK 7 1200AF J 13,800V 1500/2000 kVA 480Y/277V CPT CONTROL POWER FOR 2 FU 3 FU 3 PT 120V II�1 MAIN CNTRL POWER FOR SPT 2 FU v BRANCH BKRS & t--11 XFMR FANS 480 METERING & MAIN BKR 3 CT E J MULTI- FUNCTION METER CAT6 TO BOEING NETWORK 480V, 3200A, 3 PHASE, 4 WIRE (65,000 A.I.C.) 16F1 1600AF 1600AT w 0 16F2 800AF 800AT w w J_ U 16F3 800AF 400AT (2) 3-1/2"C 3#600KCMIL, WOG /OG 16TI E 3200AF 2500AT 3-1/2"C, 3#600KCMIL, #3G Z19 400 A MLO 3 PH, 3 W 2"C, 3#1/0, #6G 150A DISC. THERMOPLASTIC PRESS w 16F4 1600AF 1200AT w 0 S B 1 SU3 18 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ADC THERMOPLASTIC PRESS W5754747 CASNE SHG 07.31.18 gc,.......m.ffEriedmr.ff' ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN STEVEN G. DATE LEGEND GE\PAL \OTES LINE SIDE END -OF -LINE ARRESTERS FOR SWITCHING TRANSIENTS. CONST UCTIC\ NOTES PROVIDE AND INSTALL NEW, BOEING SPECIFIED, 1500KVA UNIT SUBSTATION #16. REFER TO SPECIFICATION 261116 FOR DETAILS. 22" 24" PROVIDE AND INSTALL 15KV OKONITE, 133% SHEILDED, MV -105 CABLING, CONDUIT AND ANCILLARY HARDWARE FROM TAP BOX NEAR COLUMN S/14 TO SUB 16. PROVIDE AND INSTALL CONDUCTORS, CONDUIT, AND ANCILLARY HARDWARE. PROVIDE 400A 480V 3PH 3WIRE 65KAIC PANEL PER SPECIFICATION 262416. SU3STATIO\ 16 LOW VOLTAGE HO\T ELEVATIO\ ISSUED FOR CONSTRUCTION DESIGN BY CASNE DATE 07.31.18 REVIEWED FOR COMPLIANCE WITH NFPA 70 - NEC SEP 10 2010 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA AUG 16 2018 PERMIT CENTER Ll9r-�1�7 06.27.18 CHECKED ENGINEER SUBTITLE ONE -LINE DIAGRAM SUBSTATION 16 CASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW.CASNE.COM JOB NO. 181-072 CURRENT REVISION SYMBOL DATE W5754747 — . 07.31.18 STEVEN G. CHECKED APPROVED APPROVED 06.27.18 TITLE ELECTRICAL MASTER ADC THERMOPLASTIC PRESS BUILDING 9-101 DEV. CENTER, WA SHEET E4S16 JOB NO. W5754747 COMP NO. DWG NO. 9-101-E4S16 CONTROL DIE HEATER/ CHILLER 16F2 METERING Z19 16F3 MAIN SPARE (FUTURE TIE) 16TIE SPARE SPARE 16F1 16F4 22" 24" PROVIDE AND INSTALL 15KV OKONITE, 133% SHEILDED, MV -105 CABLING, CONDUIT AND ANCILLARY HARDWARE FROM TAP BOX NEAR COLUMN S/14 TO SUB 16. PROVIDE AND INSTALL CONDUCTORS, CONDUIT, AND ANCILLARY HARDWARE. PROVIDE 400A 480V 3PH 3WIRE 65KAIC PANEL PER SPECIFICATION 262416. SU3STATIO\ 16 LOW VOLTAGE HO\T ELEVATIO\ ISSUED FOR CONSTRUCTION DESIGN BY CASNE DATE 07.31.18 REVIEWED FOR COMPLIANCE WITH NFPA 70 - NEC SEP 10 2010 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA AUG 16 2018 PERMIT CENTER Ll9r-�1�7 06.27.18 CHECKED ENGINEER SUBTITLE ONE -LINE DIAGRAM SUBSTATION 16 CASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW.CASNE.COM JOB NO. 181-072 CURRENT REVISION SYMBOL DATE W5754747 — . 07.31.18 STEVEN G. CHECKED APPROVED APPROVED 06.27.18 TITLE ELECTRICAL MASTER ADC THERMOPLASTIC PRESS BUILDING 9-101 DEV. CENTER, WA SHEET E4S16 JOB NO. W5754747 COMP NO. DWG NO. 9-101-E4S16 FDS 6 FRO FDR 3 FRO ADD'N v SUS 33 SU3 33 BUNK PORTAL 11111 MOO OA 18FI YETERBAG SPARE LK1800 PANEL 2P15 00100 Baa► 18F2 UMI BREAKER UC3200 32OOA ---A 18E5 SPARE LK1800 PN4EL S18 LK800 80OA 18F3 11E BREAKER LK1800 800A ---A 18F8 BLANK 150 DISC LM 8o0A 18F4 Lac (2)24C, 4"C, 3#4/0 13.8kV ' I R 6 4"C, 3#4/0 SU 18 FDS 3 TO SU3 16 FDR 6 TO SU3 16 4"C, 3#4/0 13.8kV FDR 3 4"C, 3#4/0 A2 BUSSED SPICE BOX BUSSED SPLICE BOX 3 CT 3200AF 3200AT Nf 13,800V 1500/2000 kVA CC 5.75% 480Y/277V Al 2 FU CPT 2 FU 11 II -3£ II II 480 120/240V 13.8kV FDR 3 3000:5 3 FU 3 PT 3 FU 11I---3 HO= 288 120V 18F1 T 800AF 800AT U 1 CT E 800:5 3#250MCM EA. 0 PORTAL MILL 350kVA U/12 1—"C, 3#1, #8NEU 1—"C, 3#1/0, #6NEU (2)4"C, 4#500MCM EA. �18F2 800AF 1 CT 800AT 800:5 0 K CONTROL POWER 4"C, 3#4/0 co D J 480V, 3200A, 3 PHASE, 4 WIRE (40,000 A.I.C.) MULTI— FUNCTION METER I0N3720 D 3T3S314 FDR 6 TO SU3 14 FDR 3 TO SU3 46 1 CT �18F3 800AF 800AT 800:5 �18F4 800AF 800AT U 1 CT 800:5 0 (2)4"C, (3)3"C, 3#500MCM EA. 3#350MCM Ei7k.N,„ (2)3"C, — 3#350MCM EA. PANEL S16 800A 75kVA \tr -n 75kVA 208Y/120V 208Y/120V -Y, 75kVA 208Y/120V 2"C, 3#4/0, #4NEU 600/600 �18F5 1600AF GUTTER 3"C, 4#500kcmil LTJ 0 (J 400/400 -+, 330kVA -� 480Y/277V J 400/400 FIBER PLACE MACHINE W.3/20.6 �18F6 1600AF LJ 0 (l) 3"C, 3#500kcmil 3"C, 3#500kcmil (2)2—"C, 4#4/0 EA. j� TIE 1600AF 800AT 1 CT 1600:5 (2)4"C, 4#750kcmil EA. TIE TO SU FOR REFERENCE ONLY 3 46 ISSUED FOR CONSTRUCTION DESIGN BY CASNE DATE 07.31.18 LEGE\D GENE AL \OIES EFERE\ CE NAWI\GS CO\STRUCTIO\ \OYES 1. DRAWING INCLUDED FOR REFERENCE ONLY. E L A CE WITH COMPLIANCE 70 - NEC SEP 10 2010 City of Tukwila BUILDING. DIVISIQ�!..,.. RECEIVED CITY OF TUKWILA AUG 16 2019 PERMIT CENTER - X767 1::::: CASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW.CASNE.COM JOB NO. 181-072 REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ADC V16 FIBERPLACEMENT MACHINE J#12771-10 EISI VAVREK 07.25.13 F POWER UPGRADES, 9-101 (DRAWING UPDATE) J#557758-03 SANTOS VAVREK 5/10/07 ADC INGERSOL AFP FIBER PLACEMENT SU W2675940 EISI VAVREK 07.07.14 G ADDED SECTION TO SUB 18 W11109725 AISAKA 01/07/11 REDRAWN TO STANDARD D. OTTEN DLO 06.09.16 H SUBSTATION 46 RELOCATION - 90% SUBMITT WH_11047.008 WH MAS 07.14.11 ADC THERMOPLASTIC PRESS W5754747 CASNE SHG 07.31.18 SUBSTATION 46 RELOCATION - IFC WH_11047.008 WH MAS 07.27.11 REDLINES C007 11047.008 NC WH LEG 09.19.12 ffWAG' o'— ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN PRS CHECKED DATE 7/10/06 SUBTITLE ONE -LINE DIAGRAM SUBSTATION 18 CURRENT REVISION W5754747 SYMBOL DATE 07.31.18 ENGINEER SANTOS CHECKED VAVREK APPROVED APPROVED 7/10/06 8/16/06 TITLE ELECTRICAL MASTER BUILDING 9-101 DEV. CENTER. WA SHEET E4S18 JOB NO. W5754747 COMP NO. DWG NO. 9-101—E4S18 TTEND: 6/9/2016 11:08:37 PANEL 2P15 SECT 1 800A PANEL 2P15 SECT 2 800A (2)3"C, — 3#350MCM EA. PANEL S16 800A 75kVA \tr -n 75kVA 208Y/120V 208Y/120V -Y, 75kVA 208Y/120V 2"C, 3#4/0, #4NEU 600/600 �18F5 1600AF GUTTER 3"C, 4#500kcmil LTJ 0 (J 400/400 -+, 330kVA -� 480Y/277V J 400/400 FIBER PLACE MACHINE W.3/20.6 �18F6 1600AF LJ 0 (l) 3"C, 3#500kcmil 3"C, 3#500kcmil (2)2—"C, 4#4/0 EA. j� TIE 1600AF 800AT 1 CT 1600:5 (2)4"C, 4#750kcmil EA. TIE TO SU FOR REFERENCE ONLY 3 46 ISSUED FOR CONSTRUCTION DESIGN BY CASNE DATE 07.31.18 LEGE\D GENE AL \OIES EFERE\ CE NAWI\GS CO\STRUCTIO\ \OYES 1. DRAWING INCLUDED FOR REFERENCE ONLY. E L A CE WITH COMPLIANCE 70 - NEC SEP 10 2010 City of Tukwila BUILDING. DIVISIQ�!..,.. RECEIVED CITY OF TUKWILA AUG 16 2019 PERMIT CENTER - X767 1::::: CASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW.CASNE.COM JOB NO. 181-072 REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ADC V16 FIBERPLACEMENT MACHINE J#12771-10 EISI VAVREK 07.25.13 F POWER UPGRADES, 9-101 (DRAWING UPDATE) J#557758-03 SANTOS VAVREK 5/10/07 ADC INGERSOL AFP FIBER PLACEMENT SU W2675940 EISI VAVREK 07.07.14 G ADDED SECTION TO SUB 18 W11109725 AISAKA 01/07/11 REDRAWN TO STANDARD D. OTTEN DLO 06.09.16 H SUBSTATION 46 RELOCATION - 90% SUBMITT WH_11047.008 WH MAS 07.14.11 ADC THERMOPLASTIC PRESS W5754747 CASNE SHG 07.31.18 SUBSTATION 46 RELOCATION - IFC WH_11047.008 WH MAS 07.27.11 REDLINES C007 11047.008 NC WH LEG 09.19.12 ffWAG' o'— ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN PRS CHECKED DATE 7/10/06 SUBTITLE ONE -LINE DIAGRAM SUBSTATION 18 CURRENT REVISION W5754747 SYMBOL DATE 07.31.18 ENGINEER SANTOS CHECKED VAVREK APPROVED APPROVED 7/10/06 8/16/06 TITLE ELECTRICAL MASTER BUILDING 9-101 DEV. CENTER. WA SHEET E4S18 JOB NO. W5754747 COMP NO. DWG NO. 9-101—E4S18 TTEND: 6/9/2016 11:08:37 FDS 4 R0J 30XES FON FDS 2 FROv SPLICE SU3 43 SU3 23 METERING ME SUB 46 AK600 400A 24E1 MCC -3 *600 400A 24F5 BUSWAY MEL 24F2-24 2S5-5.2 AK600 AK600 400* 400A MNN 24F2 24F6 BREMER BUSWAY *1600 1600A MI-25*600 MIV 1, 400A A ' i" 0 24F3 24E7 TIE BUSWAY PAM BREAKER 24F4-33 2S5-5.3 Ala100 AK600 600 600A 400A 00 TE 24F4 24F11 TIE TO SU3 46 1 "C, 4#4 PANEL 2M7 1"c, 4#4 ED 3"C, 6#4/0, 2#2 NEU 4"C, 3#4/0 13.8kV FDR 4 SUB 24 13.8kV FDR 4 4"C, 3#4/0 BUSSED 9PUCE BOX 13.8kV FDR 2 13.8kV FDR 2 L PNL 2R7-1 225A 24F1 600AF 400AT 3"C 6#4/0, 2#2 NEU 2—i"C, 4#4/0 13,800V 1000/1333 kVA 5.95% 480Y/277V 1600AF 1600AT 1 2 FU CPT 2 FU 11 11 480 120/240V 3 CT /?\24F2 600AF 1/ 400AT 3"C, 0 CONTROL POWER 3FU 3PT 3FU ®-1 111-3 288 120V 6#4/0, 2#2 NEU PANEL XOE7/abc /?\24F3 600AF � / 400AT U ATS#6 1P7 U'"u 75kVA 208Y/120V MTS NATS 2L8 -Ohrr^n 30kVA 208Y/120V BUS 1 "C, 3#2 44F1-23 1"c, 4#4 2"C, 4#4/0 MTS NATS 2P8 „rrr 75kVA 208Y/120 /. PANEL XSP7 225A 100A MB BUSWAY '24F3-25', MULTI— FUNCTION METER I0N3720 4"C, 3#4/0 480V, 2400A, 3 PHASE, 4 WIRE (40,000 A.I.C. (2)3" C, 3#35OMCM EA. �24F4 600AF � ) 600AT U 3"C, 3#500MCM r0 I N " 2— C, 3#4/0 m PANELS: 1 U8, W6, Z5, NESL �24F5 600AF \I/ 400AT U MCC -3 3W CATWALK 3—"C, 4#500MCM EA. PANEL 2R7 200A DCN -2P6 MCC -9 3W CATWALK /7\24F6 600AF \1/ 400AT 0 F FDS TO SU FDRS TO SU (2) 4"C, 4#500MCM EA. PANEL 2S5-5.2 400A CATWALK ABANDONED 2"C, 3#25OMCM PANEL 424V7.5T 225A 3W LIGHTING 120-240V PANE 1 M7, SYM REVISION BY APPROVED DATE XSZ19 100A 35AMB 1PH 3W A DEMO 9-62 BLDG. J#140620 B POWER UPGRADES J#557758-01 C POWER UPGARDES, 9-101 (DRAWING UPDATE) J#557758-03 POWER UPGRADES, PH -II AS FOUND / UPDATES J#575546-01 VAVREK SANTOS SANTOS SANTOS RMA/MN VAVREK VAVRK VAVREK VAVREK 04.14.04 SYM E REVISION BY APPROVED DATE ADC - SURPLUS CINCINNATI 8/18/06 G 26740 VAVREK 10.31.14 REDRAWN TO NEW STANDARD 5/10/07 5/8/08 9-22-09 H ADC THERMOPLASTIC PRESS D. OTTEN 01.18.16 W5754747 CASNE 07.31.18 /?\24F7 600AF 400AT 3 46 3S 43 8c 88/89 VIA SPLICE 30X 3-3"C, 4#500MCM PANEL S7 600A 2"C, 4#4/0 BOE/NG° - /?\24F8 600AF 400AT PANEL 2S5-5.3 400A CATWALK re PANEL 2S5-5.5 225A M.L.O. LIGHTING ABANDONED TIE 600AF 600AT 3#12 �..n 6kVA 208Y/120V PANEL S5-5.4 225A M.L.O. "c, 4#10 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN JOHN J. VAVREK CHECKED ENGINEER CHECKED 3US TIE TO SU3 43 LEGE \D GE\EAL \OTES EFERE\CE DRAM \GS CO\STRUCTIO\ NOTES PROVIDE 2—POLE 20A BREAKER IN EXISTING PANEL FOR PANEL XSZ19 FEEDER. MATCH EXISTING BREAKER TYPE. PROVIDE SINGLE PHASE 480/120-240V DRY—TYPE TRANSFORMER PER SPECIFICATION. PROVIDE 100A 10KAIC PANEL AND BREAKERS FOR SUBSTATION 16 STANDBY POWER. REFER TO PANEL SCHEDULE FOR BREAKER SIZES. PROVIDE CONDUCTOR TO BOND TRANSFORMER NEUTRAL TO BUILDING STEEL AS SHOWN. TE 04/14/04 ISSUED FOR CONSTRUCTION DESIGN BY CASNE SUBT1 L DATE 07.31.18 ONE -LINE DIAGRAM SUBSTATION 24 COMPLIANCE WITH NFPA70 - NEC SEP 10 2018 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA AUG 16 2018 PERMIT CENTER ELISat-66767 CASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW.CASNE.COM JOB NO. 181-072 CURRENT REVISION W5754747 SYMBOL H DATE 07.31.18 APPROVED JOHN J. VAVREK APPROVED 04/14/04 TITLE ELECTRICAL MASTER ADC THERMOPLASTIC PRESS BUILDING 9-101 DEV. CENTER, WA SHEET E4S24 JOB NO. W5754747 COMP NO. DWG NO. 9-101—E4S24 1/18/2016 9:06:44 AM Thermo Press\_Drawings\09-101-1 E2—B.dwg \BABBAGE\Documents\ES\Projects\18\181-072 KPFF Boe 9-101 (2) 3" 3#350M TO SUB 43 (2) 3" 3#350M TO SUB 43 (2) 3" 3#350MCM 1'O SUB 24 (2) 4" 4#750 TIE SUB 18 & TIE SS46-18 FROM SUB (2) 3"C, 3 FROM SUB 18 (2) 2-4"C, 3#250 (2) 3" 3#3 TO SUB 14 PARTIAL FLOC SCALE: 1/32" = 1'-0" 0 9 .1 17 PLAN 1E2 J -A CD 0 O 0 1E2 -D KEY PLAN SCALE: NONE ISSUED FOR CONSTRUCTION DESIGN BY CASNE DATE 07.31.18 LEGE\D mKVA DIA OVERHEAD BUSWAY, 600A, 480Y/277V, 30, 4W, WESTINGHOUSE # 480-208Y/120V POWER TRANSFORMER, KVA RATING SHOWN DISCONNECT SWITCH, AMP RATING SHOWN amm 480V OR 480Y/277V PANELBOARD BUSWAY PLUG-IN BREAKER (RATING NOT SHOWN) NON -AUTOMATIC TRANSFER SWITCH, ELECTRICALLY OPERATED RATING AS NOTED ® PULL BOX NAYS D GENRAL NOTES 1.) ALL CONDUIT TO BE 1/2" EMT UNLESS OTHERWISE NOTED. 2.) ALL WIRE TO BE #12 THHN/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. 9.) VERIFY ROTATION OF ALL 3 PHASE MOTORS. 10.) SEAL ALL CONDUIT WALL/SURFACE PENETRATIONS & PROVIDE METAL COVER PLATES. .EFERE\ CE NAWI\GS 1 1 > 109-101-2005-330, BUSDUCT PLAN 1 2 > 109-101-1E2A 109-101-1E119, 1E120 CO\STRUCTIO\ \OTES SEE DRAWING 1E133 FOR ADDITIONAL DETAIL. PROVIDE CONDUIT AND CONDUCTORS FROM PANEL XSOZ9 TO 7.5KVA TRANSFORMER NEAR SUB 16. ROUTE UNDERGROUND THROUGH TUNNELS AND TRENCHES. REVIEWED TCpMPINEWH NEPA 70 - NEC SEP 10 2018 City of •Tukwila BUILDING D ION... RECEIVED CITY OF TUKWILA AUS 16 2018 67 61RMITCENTER CASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL, SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW.CASNE.COM JOB NO. 181-072 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE 5/25/18 12:10:23 A POWER UPGRADES, 9-101 (2007) B SUBSTA. 46 RELOCATION - 90% SUBMIT J#55775803 WH_11047.008 SANTOS VAVREK 5/10/07 F ADC PRECISION 5 -AXIS GANTRY MILL C SUBSTATION 46 RELOCATION - 90% SUBMIT WH_11047.008 D SUBSTATION 46 RELOCATION - IFC WH_11047.008 WH WH WH MAS MAS MAS 07.14.11 RECORD SET 1615520 16015520 07.27.11 G ADC THERMOPLASTIC PRESS W5754747 CASNE CASNE CASNE DAT DAT SHG 07.16.14 10.23.15 07.31.18 08.18.11 E REDLINES CD07 11047.008 NC WH LEG 09.19.12 Q�BOE/NG° a�— ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN EDDIE P. DUARTE DATE 03.01.07 CHECKED 480Y/277 VOLT POWER DISTRIBUTION -1ST FLR CURRENT REVISION SYMBOL W5754747 • G DATE 07.31.18 ENGINEER PABLO SANTOS CHECKED JOHN J. VAVREK APPROVED TITLE 03.07.07 03.09.07 JOHN J �VAVREK 03.09.07 ELECTRICAL MASTER ADC THERMOPLASTIC PRESS BUILDING 9-101.1 COL. S -Z/1-19 SHEET 1 E26 JOB NO. W5754747 COMP N0. DEV. CENTER, WA DWG NO. 9-101-1E2B ��N� PAW! w, -z • ui� mu nuunm m y m m f 1 y I I I 15■ s ® w m 1 / I I M, #2/0 1 , 0 Mie willa n 1 1 1 • is 1 1 1 1 . PANG S4 I m 1 m, - i B TUNNEL /4 43F4-32-600 1 I I e m --- 1 30KVA 30KVA — 1 CM 1 e d m d o ■* e ( - — - I II - JI - o ) I X - x n I C H PANEL S7 (ILD V7) _ - _ TUNNEL /5 - - _ .__ i 1I1I _ ��, " 3 3 35OMCM _ ii > x �:_ MI (2 4 4#750MCM _ TIE SUB 1& & 46 _ _ _1- j _ x _ R - 75KVA �' am c ' x (2) 4"3#500 ca t — T 46 sue 46� 9 x PANEL W9 � 1, WM III P4 , T- —rte 1 �iy i c� —y_ — ��,� (, C �il„ ,., I e I I PANEL 1W9-2 - - ©�==©,,,,.,H x — — - ii Ili w — — — © U 1+1 PORTAL M LL _ rt 33 PI 0- �I E350M - "#350MCM • 33F4 -34-F00 — (2) 3141 — U • d _ n � n n n 1 1 IIill n n �'jI IHI�-', HI �1 ai ui al ► u 0 - TUNNEL #6 , C n n ] ' 7 - - -ai - -- n R o a n a v — — R u - n n - i _I.. - I R II a I II II I I 3#350MC I I I {2) TUNNEL /7 14F4-35-600 � I -- -- T1 ---- 50MCM _/ 45t�(A 3oKV u 1 N N. LI LSI L 1- /111 n1 HM ' " L I I I 11 I -1 ---- I I I_ 1 . 111 1 1 1 1 I I I I 3-1 C, 3#600, #3e PAN 19 3/4"C, 2#8, #12G I ii,+, A PARTIAL FLOC SCALE: 1/32" = 1'-0" 0 9 .1 17 PLAN 1E2 J -A CD 0 O 0 1E2 -D KEY PLAN SCALE: NONE ISSUED FOR CONSTRUCTION DESIGN BY CASNE DATE 07.31.18 LEGE\D mKVA DIA OVERHEAD BUSWAY, 600A, 480Y/277V, 30, 4W, WESTINGHOUSE # 480-208Y/120V POWER TRANSFORMER, KVA RATING SHOWN DISCONNECT SWITCH, AMP RATING SHOWN amm 480V OR 480Y/277V PANELBOARD BUSWAY PLUG-IN BREAKER (RATING NOT SHOWN) NON -AUTOMATIC TRANSFER SWITCH, ELECTRICALLY OPERATED RATING AS NOTED ® PULL BOX NAYS D GENRAL NOTES 1.) ALL CONDUIT TO BE 1/2" EMT UNLESS OTHERWISE NOTED. 2.) ALL WIRE TO BE #12 THHN/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. 9.) VERIFY ROTATION OF ALL 3 PHASE MOTORS. 10.) SEAL ALL CONDUIT WALL/SURFACE PENETRATIONS & PROVIDE METAL COVER PLATES. .EFERE\ CE NAWI\GS 1 1 > 109-101-2005-330, BUSDUCT PLAN 1 2 > 109-101-1E2A 109-101-1E119, 1E120 CO\STRUCTIO\ \OTES SEE DRAWING 1E133 FOR ADDITIONAL DETAIL. PROVIDE CONDUIT AND CONDUCTORS FROM PANEL XSOZ9 TO 7.5KVA TRANSFORMER NEAR SUB 16. ROUTE UNDERGROUND THROUGH TUNNELS AND TRENCHES. REVIEWED TCpMPINEWH NEPA 70 - NEC SEP 10 2018 City of •Tukwila BUILDING D ION... RECEIVED CITY OF TUKWILA AUS 16 2018 67 61RMITCENTER CASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL, SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW.CASNE.COM JOB NO. 181-072 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE 5/25/18 12:10:23 A POWER UPGRADES, 9-101 (2007) B SUBSTA. 46 RELOCATION - 90% SUBMIT J#55775803 WH_11047.008 SANTOS VAVREK 5/10/07 F ADC PRECISION 5 -AXIS GANTRY MILL C SUBSTATION 46 RELOCATION - 90% SUBMIT WH_11047.008 D SUBSTATION 46 RELOCATION - IFC WH_11047.008 WH WH WH MAS MAS MAS 07.14.11 RECORD SET 1615520 16015520 07.27.11 G ADC THERMOPLASTIC PRESS W5754747 CASNE CASNE CASNE DAT DAT SHG 07.16.14 10.23.15 07.31.18 08.18.11 E REDLINES CD07 11047.008 NC WH LEG 09.19.12 Q�BOE/NG° a�— ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN EDDIE P. DUARTE DATE 03.01.07 CHECKED 480Y/277 VOLT POWER DISTRIBUTION -1ST FLR CURRENT REVISION SYMBOL W5754747 • G DATE 07.31.18 ENGINEER PABLO SANTOS CHECKED JOHN J. VAVREK APPROVED TITLE 03.07.07 03.09.07 JOHN J �VAVREK 03.09.07 ELECTRICAL MASTER ADC THERMOPLASTIC PRESS BUILDING 9-101.1 COL. S -Z/1-19 SHEET 1 E26 JOB NO. W5754747 COMP N0. DEV. CENTER, WA DWG NO. 9-101-1E2B PANEL 4 ►i 14 O co O O O MI MENNEN' TUNNEL 4 II TUNNEL 15 PANEL OYBC (TUNNEL) IANtL 'Y., (IUNNU) 1:11 II PANEL XOZ9-1 (TUNNEL) 9-1 I NN:I ) 10.9 m .1 1 u TUNNEL j6 PAN (SPARE) Jrj 100/1 TUNNEL 17 PANEL V17 (TUNNEL) REVISION 2" 4#1/0 1- 2 4#41 11 1 1 1 r BY APPROVED DATE SYM 1 1 1 O 1 KV PANEL W17 (23R) (TUNNEL) 100/100A 1 PARTIAL FLOO SCALE: 1/32" = 1'-0" REVISION PLA\ BY APPROVED DATE POWER UPGRADES, 9-101 (2007) ADC THERMOPLASTIC PRESS J#55775803 W5454747 SANTOS VAVREK 5/10/07 CASNE SHG 07.31.18 .0tE/NG° ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DRAWN EDDIE P. DUARTE DATE 03.01.07 CHECKED ENGINEER LEGE\D OVERHEAD BUSWAY, 100A, 208Y/120V, 30, 4W, GE TYPE "DH" w KVA 480-208Y/120V POWER TRANSFORMER, KVA RATING SHOWN DA DISCONNECT SWITCH, AMP RATING SHOWN ® 208Y/120V PANELBOARD B 1 E3 -A 1E3 C KEY PLAN SCALE: NONE ISSUED FOR CONSTRUCTION DESIGN BY CASNE DATE 07.31.18 SUBTITLE 208Y/120 VOLT POWER DISTRIBUTION GE\PAL \OTES 1.) ALL CONDUIT TO BE 1/2" EMT UNLESS OTHERWISE NOTED. 2.) ALL WIRE TO BE #12 THHN/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. 9.) VERIFY ROTATION OF ALL 3 PHASE MOTORS. REFRE\CE DRAWINGS CONSTRUCTIO \ NOTES PROVIDE 100A STANDBY PANEL AND 7.5KVA TRANSFORMER. SEE DRAWING 1E83. REVIEWED FOR COMPLIANCE WITH NFPA 70 - NEC SEP 10 2018 City of Tukwila BUILDING DIVISIC)N_ RECEIVED CITY OF TUKWILA AUG 16 2018 PERMIT CENTER LUQ- a'1o7 CASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW.CASNE.COM JOB NO. 181-072 CURRENT REVISION W5754747 SYMBOL 3 'DATE 07.31.18 DATE PABLO SANTOS CHECKED JOHN J. VAVREK APPROVED 3/21/07 5/10/07 TITLE ADC THERMOPLASTIC PRESS BUILDING 09-101 SHEET IE3B JOB NO. W5754747 COMP NO. JOHN J �VAVREK 5/10/07 ELECTRICAL MASTER COL. S -Z/1-19 DEV. CENTER, WA DWG NG. 09-101-1E3B I. r BY APPROVED DATE SYM 1 1 1 O 1 KV PANEL W17 (23R) (TUNNEL) 100/100A 1 PARTIAL FLOO SCALE: 1/32" = 1'-0" REVISION PLA\ BY APPROVED DATE POWER UPGRADES, 9-101 (2007) ADC THERMOPLASTIC PRESS J#55775803 W5454747 SANTOS VAVREK 5/10/07 CASNE SHG 07.31.18 .0tE/NG° ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DRAWN EDDIE P. DUARTE DATE 03.01.07 CHECKED ENGINEER LEGE\D OVERHEAD BUSWAY, 100A, 208Y/120V, 30, 4W, GE TYPE "DH" w KVA 480-208Y/120V POWER TRANSFORMER, KVA RATING SHOWN DA DISCONNECT SWITCH, AMP RATING SHOWN ® 208Y/120V PANELBOARD B 1 E3 -A 1E3 C KEY PLAN SCALE: NONE ISSUED FOR CONSTRUCTION DESIGN BY CASNE DATE 07.31.18 SUBTITLE 208Y/120 VOLT POWER DISTRIBUTION GE\PAL \OTES 1.) ALL CONDUIT TO BE 1/2" EMT UNLESS OTHERWISE NOTED. 2.) ALL WIRE TO BE #12 THHN/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. 9.) VERIFY ROTATION OF ALL 3 PHASE MOTORS. REFRE\CE DRAWINGS CONSTRUCTIO \ NOTES PROVIDE 100A STANDBY PANEL AND 7.5KVA TRANSFORMER. SEE DRAWING 1E83. REVIEWED FOR COMPLIANCE WITH NFPA 70 - NEC SEP 10 2018 City of Tukwila BUILDING DIVISIC)N_ RECEIVED CITY OF TUKWILA AUG 16 2018 PERMIT CENTER LUQ- a'1o7 CASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW.CASNE.COM JOB NO. 181-072 CURRENT REVISION W5754747 SYMBOL 3 'DATE 07.31.18 DATE PABLO SANTOS CHECKED JOHN J. VAVREK APPROVED 3/21/07 5/10/07 TITLE ADC THERMOPLASTIC PRESS BUILDING 09-101 SHEET IE3B JOB NO. W5754747 COMP NO. JOHN J �VAVREK 5/10/07 ELECTRICAL MASTER COL. S -Z/1-19 DEV. CENTER, WA DWG NG. 09-101-1E3B I:\ ES\Projects\ 18\181-072 KPFF Boe 9-101 Thermo 101—E9B.dwg co co 0 CONT ON E9a ci) SUB 88/89 cp 1,500KVA EA RE Amor lisms4k wilimmumfifimoi WH'T HAPP -.9W IT GRD T 0 M & 111 INTO TUNNEL SUB 43 ON PLAT 1,000KVA IN TUNNEL SECTION 43 31.5'xI6' UPPER TION K INTO TUNNEL - SUB 24 ON PLAT 1,000KVA 111' IN TUNNEL IN TUNNEL IN TUNNEL '-""4 r 1- r lj L J -1 IN TRENCH (rfP) ri LJ r '-1u r J 10.9 ED INTO TUNNEL IN TUNNEL K SULLELLILB.61 1,000KVA CONT ON E9 INTO TUNNEL IN TUNNEL • INTO TUNNEL FIRE RI GROU DI SCALE: /32" = 1'-O" FIRE RI PHASE 1 A PANSI - PARTIAL PLA NM. A RECEIVED CITY OF TUKWILA AUG 16 2010 PERMIT CENTER ISSUED FOR CONSTRUCTION DESIGN BY CASNE DATE 07.31.18 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE - REDRAWN FROM 6130-D-101-341 D. OTTEN 08.06.14 ADDITION REDRAWN FROM 6508-D-320 A ADC THERMOPLASTIC PRESS W5754747 D. OTTEN CASNE SHG 08.07.14 07.31.18 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN DARRELL OTTEN DATE 08.01.14 CHECKED ENGINEER ECKED SUBTIT GROUNDING - PARTIAL PLAN LEG -ND G -RA 0 R DRAWI\GS CONSTUCTIO\ NOT -s PROVIDE #4/0 CU BONDING JUMPER BETWEEN SUBSTATION GROUND BUS AND BUILDING GROUND GRID. PROVIDE #4/0 CU BONDING JUMPER IN THERMOPLASTIC PRESS TRENCH. BOND THERMOPLASTIC PRESS TO BUILDING STEEL. SEE MANUFACTURER DRAWINGS FOR GROUND PAD LOCATION. • REVIEWED FOR ." COMPLIANCE WITH NFPA 70 - NEC SEP 1 0 2018 City of Tukwila BUILDING DIVISI_QN E9A E90 0 KEY PLAN . SCALE: NONE • EL/S-0707 CASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW.CASNE.COM JOB NO. 181-072 CURRENT REVISION SYMBOL DATE W5754747 A 07.31.18 APPROVED APPROVED TITLE ELECTRICAL MASTER ADC THERMOPLASTIC PRESS BUILDING 9-101 COL. S -Z/1 -19 DEV. CENTER, WA SHEET E9B JOB NO. W5754747 COMP NO. DWG NO. 9 -101-E9B L J 1 1 r 1 L J i 1 1-4 SULLELLILB.61 1,000KVA CONT ON E9 INTO TUNNEL IN TUNNEL • INTO TUNNEL FIRE RI GROU DI SCALE: /32" = 1'-O" FIRE RI PHASE 1 A PANSI - PARTIAL PLA NM. A RECEIVED CITY OF TUKWILA AUG 16 2010 PERMIT CENTER ISSUED FOR CONSTRUCTION DESIGN BY CASNE DATE 07.31.18 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE - REDRAWN FROM 6130-D-101-341 D. OTTEN 08.06.14 ADDITION REDRAWN FROM 6508-D-320 A ADC THERMOPLASTIC PRESS W5754747 D. OTTEN CASNE SHG 08.07.14 07.31.18 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN DARRELL OTTEN DATE 08.01.14 CHECKED ENGINEER ECKED SUBTIT GROUNDING - PARTIAL PLAN LEG -ND G -RA 0 R DRAWI\GS CONSTUCTIO\ NOT -s PROVIDE #4/0 CU BONDING JUMPER BETWEEN SUBSTATION GROUND BUS AND BUILDING GROUND GRID. PROVIDE #4/0 CU BONDING JUMPER IN THERMOPLASTIC PRESS TRENCH. BOND THERMOPLASTIC PRESS TO BUILDING STEEL. SEE MANUFACTURER DRAWINGS FOR GROUND PAD LOCATION. • REVIEWED FOR ." COMPLIANCE WITH NFPA 70 - NEC SEP 1 0 2018 City of Tukwila BUILDING DIVISI_QN E9A E90 0 KEY PLAN . SCALE: NONE • EL/S-0707 CASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW.CASNE.COM JOB NO. 181-072 CURRENT REVISION SYMBOL DATE W5754747 A 07.31.18 APPROVED APPROVED TITLE ELECTRICAL MASTER ADC THERMOPLASTIC PRESS BUILDING 9-101 COL. S -Z/1 -19 DEV. CENTER, WA SHEET E9B JOB NO. W5754747 COMP NO. DWG NO. 9 -101-E9B XOV8/1a? LIGHTING PLA\ 1ST FLOO SCALE 1/8" = 1'-0" SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE A REMOVE WALL PLUG J #130186-10 TEB VAVREK 7.3.03 B ADD LIGHTED EXIT SIGN W160968 VAVREK VAVREK 06.17.10 C ADC WH MAS 04.01.13 D ADC THERMOPLASTIC PRESS W5754747 CASNE SHG 07.31.18 �BOE/NG' d� ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN RIVERA CHECKED D REFERE\CE DRAWI 9-101 —HBE33 8' 4' 0 4' SCALE: 1/8"=1'-0" 8' LEGE\D GE\FRAC \OTES 1. ALL CONDUIT TO BE i"E.M.T. UNLESS OTHERWISE NOTED. 2. ALL WIRE TO BE #12 THWN UNLESS OTHERWISE NOTED. 3. THE FOLLOWING COLOR CODING TO CONDUCTORS SHALL BE OBSERVED ON ALL CIRCUITS 600—VOLTS OR LESS. 120/208V 277/480V "A" PHASE (LFT BUS IN PNL) BLACK BROWN "B" PHASE (CTR BUS IN PNL) RED ORANGE "C" PHASE (RHT BUS IN PNL) 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 BUSWAYS. 6. FEEDERS TO PANELS AND BUSWAYS SHOWN ON SHEETS E2 AND E3. 7. LABEL ALL RECEPTACLES, JUNCTION BOXES, SWITCHES, ETC., WITH CIRCUIT IDENTIFICATION. 8. INSTALL REVISED PANEL SCHEDULES UPON COMPLETION OF JOB. CONST UCTIO\ \OTES \GS 16' EXISTING. PROVIDE ADDITIONAL EXIT LIGHT ABOVE EXISTING LIGHT. COORDINATE INSTALL LOCATION AND FIXTURE TYPE WITH BOEING. PROVIDE CONDUIT AND CONDUCTORS. RECEIVED CITY OF TUKW AUG 16 20'id PERMIT CENTER REVIEWEDFOR COMPLIANCE WITH NFPA 70 - NEC SEP 10 2010 City of Tukwila BUILDING DIVISIO I -S ?- T T T - 1E10 1E11 1E12 1E13 1E14 1E15 1E16 1E17 1E18 1E19 1E20 1E21 1E22 1E23 1E24 1E25 1E26 1E27 1E28 1E29 1E30 1E31 1E32 ./ 71E33 //./ ILA 1E34 1E35 1E36 1E37 1E38 ij 1E39 1E40 1E41 1E42 1E43 1e44 1E45 1E46 ISSUED FOR CONSTRUCTION DESIGN BY CASNE DATE 07.31.18 99-1 01.1 KEY PLAN 420 gnu goo- 6.7617 CASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL, SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW. CASNE COM JOB NO. 181-072 DATE 08.20.97 SUBTITLE PARTIAL 1ST FLOOR LIGHTING PLAN CURRENT REVISION SYMBOL DATE W5754747 07.31.18 ENGINEER JOHN J. VAVREK CHECKED APPROVED JOHN J. VAVREK APPROVED 08.20.97 08/20/97 TITLE ELECTRICAL MASTER ADC THERMOPLASTIC PRESS BUILDING 9-101 COL. W—Z/15-19 DEV. CENTER, WA SHEET 1 E33 JOB NO. W5754747 COMP NO. DWG NO. 9-101-1E33 CL 11/8/2016 3:53:31 TCH COPY.dwo Boe 9-101 x x x 20A 1/2"R, 2#10.#10G W7/9b 4-9 9b /EMPTY x x PANEL W7 (TUNNELS) XSOV8/3,4 3/4"C, 4#12, #12G W9-1/25 3/4" , 2#10, #10G W9-1/3, ,7 3/4"C, #10, #10G W9-1 27 W9-1 /13,23 x x L 3/4"rsc below grade typical — not usable F IT7 x x 20A x 1/2"R, 4#12.#12G OY8A/7,9 x x x x x x 3/4"C, 4#12.#12G --"c= OY8A/3,5 DEAD ENDED o----- TUNNEL #5 3/4"RS, 8#12 OY8D/20a,22b,24c 26a,28b,30c 20 22 0Y80/21 /RELAY B OY8B/11c PNL OY8A 0Y8B/13,15,17,19,21,23 PNL OY8B _11=1 80-208/120 5 KVA PH, 4W\ OY8C 1a 15KVA PNL. XSOZ9 PNL. XSOZ9-1 PNL. XOZ9-1 OY8B/11c XOZ9-1/5,18 20A 4 DEAD SEE 1E70-' 27' AFF SEE 1E70 x x X0Z9-1/11c 1Ob 8B/8,10,12,14 0Y12B/31,33,35,7 18c 18c 1Y8C/9,8,10 DEAD 3/4"C 6#10, #10G WIRELESS ANTENNA CONTROL BOX MTD. ON WALL (2 TYP.) BANoW 29 1E711 E533 W9-1/31 3/4"C, 2#10, #10G OY12B/7 3/4"C, 2#10 SEE TNE77 1E71E60 SCALE: 1/8" 0" REVISION BY APPROVED DATE SYM REVISION BY PROVED DATE ADC PRECISION 5—AXIS GANTRY MILL 16015520 CASNE DAT 07.16.14 R SYSTEMS FURNITURE Y-9 W863665 ESBROOK TAE 02.23.12 ADC THERMOPLASTIC PRESS W5754747 CASNE SHG 07.31.18 5 ADC WH MAS 04.01.13 T SHIPPING & RECVG SYST. FURN W1703660 SAZAN SL 04.04.13 RESTORE MIC AREA 9-10 10673916 VAVREK VAVREK 0.18.10 U AS—BUILT 14210870 VAVREK VAVREK 09.19.1 REDLINES CDO1 11047.003 NC WH LEG 12.19.11 V INSTALL EXIT LIGHT W2216248 VAVREK VAVREK 10.17.13 Q� BOE/NG' 1 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN DON MARABLE CHECKED 8' 4' 0 4' 8' 16' SCALE: 1 /8"= 0" D I 20A 30A 30A G 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, 120/208V, 3 PHASE RECEPTACLE SINGLE POLE TOGGLE SWITCH 120/208V DISTRIBUTION PANEL '®'' TRANSFORMER, CAPACITY, PHASE & VOLTAGE AS SHOWN �fNF DISCONNECT SWITCH, NON—FUSED, XX AMPERES MOTOR STARTER, MANUAL 115V MOTOR (SIZE AS NOTED) 208 OR 230V MOTOR (SIZE AS NOTED) VSL1630W2ES—W SAL or -S 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 0 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. R C- D�AWINGS FOR SERVICE IN THE TUNNEL, SEE TNE71. SEE TNE71, 6508D-309 & 6508-316 DET. 4 & 5.ZA CO\STRUCTIO\ \OTES PROVIDE QUAD RECEPTACLE. SURFACE MOUNT TO FENCE. PROVIDE CONDUIT AND CONDUCTORS TO EXISTING SPARE BREAKER IN PANEL OY8C. 1E60 1E61 1E62 1E63 1E66 1E67 1E68 1E69 1E74 1E75 1E64 1E65 1E70 j 1E71 W� a 1E76 1E77 1E72 1E73 1E77 1E78 1E84 RECEIVED CITY OF TUKWILA AUG 16 2018 City of Tukwila — BUIL;w IVISION PERMIT CENTER 9-101.1 KEY PLAN 1E87 r -OF E SEP 10 2010 .. .. DAT 08.21.96 ISSUED FOR CONSTRUCTION DESIGN BY CASNE DATE 07.31.18 (S-0767 CASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE .38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW.CASNE COM JOB NO. 181-072 208Y/120V POWER PLAN CURRENT REVISION W5754747 O Y DATE 07.31.18 ENGINEER DON MARABLE C`ECKED JOHN J. VAVREK APPROVED APPROVED NAREN MEHTA 08.21.96 08.22.96 08.22.96 TITLE ELECTRICAL MASTER ADC THERMOPLASTIC PRESS BUILDING 9-101 COL. W -Z/6-11 DEV. CENTER, WA SHEET 1E71 JOB N0. W5754747 COMP NO. DWG NO. 09-101-1E71 T1 139b SE DWG. 1E76 39b DOWN 1/2"R, 3#12 39b 39b 2"R, 3#12 3/4"C FOR FIBRE CABLE ---3/4"R, C.O. b T17/13,39,41 3/4" 5#12 PNL T17 ( T17/15 UNNEL #7) TO 480V SEE 1E132 4"R, 3#10,2#12 39b 25a 3/4"R, 2#12,+G 1/2"R, 3#12 27b -39&41 DEAD �---V17/125a,27b i 3/4"R, 4#12 +G 2 /1/ S -t 480V TO 30A RECEPT. #12 15 #10 SEE DWG. 1E132 0 PNL XP13/41 15 15� VALVE SV914 1/4HP 120V PUMP 10b ADT ENCL 1KVA 277-120V XFRM W/FUSES 5APRI, 10A SEC (MTD ABOVE DOOR) 10b 1Ob NETWORK CABIN BUS LA94a,c DED 9b / 1/2"C, 4#12 BUS LA #94/abc 3/4"C0 V17/ V17 TO 480V SEE 1E132 480V SEE 1E132 3/4"C FOR FIBRE CABLE LIG \D 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, 120/208V, 3 PHASE RECEPTACLE 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) G.\PAL \OTES 1.) ALL CONDUIT TO BE 1/2" EMT UNLESS OTHERWISE NOTED. 2.) ALL WIRE TO BE #12 THHN/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.) PERMANENTLY LABEL ALL RECEPTACLES, JUNCTION BOXES, SWITCHES, ETC., WITH CIRCUIT IDENTIFICATION. 8.) INSTALL REVISED PANEL SCHEDULES UPON COMPLETION OF JOB. 9.) VERIFY ROTATION OF ALL 3 PHASE MOTORS. REVIEWEDS WIT COMPLIANCE 70 v NEC SEP 10 2010 City of Tukwila BUILDING DIVISION_ FOR REFERENCE ONLY SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE E REVISED AS BUILT 15450257 VAVREK VAVREK 11.05.14 Z FLYTHORUGH GRID — IFC WH_1 2432.007 WH MAS 10.29.12 F HSTAB TOOL AND EQUIPMENT REMOVAL W4670984 SANIDAD SANIDAD 09.30.16 A ADC WH MAS 04.01.13 ADC THERMOPLASTIC PRESS W5754747 CASNE SHG 07.31.18 B AS—BUILT 14210870 VAVREK VAVREK 09.13.13 C CENTRAL STRINGER FARM 6150010 CEI PJ 04.30.14 Y REDLINES CD07 11047.020 NC WH LEG 10.10.12 D DAF TOOLS RELOCATION 25406-10 EISI VAVREK 07.28.14 Q,�BOE/NG d -- ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED 1 7•' -`—�----1 /2"C, 4#12 \LB 3a,b,c TO BUS LB 1/2"C, 4#12 LB 2a,b,c ISSUED FOR CONSTRUCTION DESIGN BY CASNE DATE 07.31.18 RECEIVED CITY OF TUKWILA r 7 �,V T T T T-, 1E60 1E61 1E62 1E63 1E64 1E65 1E66 1E67 1E68 1E69 1E70 1E71 1E72 1E73 1E74 1E75 1E76 1E77 1E78 1E79 1E80 1E81 1/elf/ 71E82 //,;: /////f 1E83 1E84 1E85 1E86 1E87 1E88 r<: 1E89 1E90 1E91 1E92 1E93 194 1E95 1E96 9-101.1 KEY PLAN AUG 16 2018 PERMIT CENTER CASNE ENGINEERING, INC. EELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL, SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW.CASNE.COM JOB NO. 181-072 KYLE HO CHECKED 12/18/96 SUBTITLE 120/208 VOLT POWER CURRENT REVISION SYMBOL DATE W5754747 G 07.31.18 APPROVED BY DEPT. DATE ENGINEER KYLE HO CHECKED 12/18/96 APPROVED J. VAVREK APPROVED N. MENTA 2/18/96 12/1V96 TITLE ELECTRICAL MASTER ADC THERMOPLASTIC PRESS BUILDING 9-101 COL. S—W/15-19 DEV. CENTER, WA SHEET 1 E82 JOB NO. W5754747 COMP NO. 790E: 9/30/2016 8:35:36 AM D G NO, 9-101-1E82 Thermo Press\_Drawings\09-101-1E83.dwg Boe 9-101 uments\ES\Projects\18\181-072 1W16-1.4 1W16-1.5 1W16-1.3 1W16-1.6 1 W1 1W1E6 1W16-1.2 1W16-1.7 n -j.1 111 J W17y Y16-1/ 3/4" co Y16-1 3/4" 3/4"C IN TU FIBER OPTIC �o EL Fb BLE PANEL ¥16A I�—T II II JJ 11c O 1 5c PANEL Y16D (IN TNL 5 TYP) -PANEL Y16C T T J Y 6 3/4"C, 8#12, #12G W17/5c,7a,9b,1 1 c 3/4"C, 8#12, #12G W17/5c,7a,9b,1 1 c ■1.1 .■■■�u■■■I11 ]I UU►d■■■■■■■I iimimu;t,. .mss twoImmi 208/120V POW SCALE: 1/8" = r-0" -R SYM REVISION APPROVED DATE SYM REVISION BY APPROVED DATE V ADV WH MAS 04.01.13 W AS -BUILT X SEA LAUNCH ASSEMBLY AREA DISCONNECT W2561807 VAVREK CEI VAVREK PJ 09.13.13 04.23.14 Y ADC THERMOPLASTIC PRESS W5754747 CASNE SHG 07.31.18 ffAEIZANY0ff• PANEL XSZ19 120-240V 1PH ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE 18 REVIEWED FOR COMPLIANCE. EC NFPA70 SEP 10 2018 --City of Tukwila BUILOINC �IVISI RECEIVED CITY OF TUKWILA AUG 16 2018 Eus___ PERMIT CENTER T TTI p T ?, s? 1E60 1E61 1E62 1E63 1E64 1E65 \D ICE 15A, 125V, 1 PHASE, DUPLEX RECEPTACLE 20AMP20A, 125V, 1 PHASE DUPLEX RECEPTACLE 13:cDED 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 *20 20A, 125V, 1 PHASE, 4-PLEX RECEPTACLE $ SINGLE POLE TOGGLE SWITCH 120/208V DISTRIBUTION PANEL TRANSFORMER, CAPACITY, PHASE & VOLTAGE AS SHOWN XX/NF a DISCONNECT SWITCH, NON-FUSED, XX AMPERES ® MOTOR STARTER, MAGNETIC O -1 MOTOR STARTER, MAGNETIC W/ DISCONNECT SWITCH M MOTOR STARTER, MANUAL 0 115V MOTOR (SIZE AS NOTED) 208 OR 230V MOTOR (SIZE AS NOTED) 1(430 30A, 120/208V, 3 PHASE RECEPTACLE ® OFFICE FURNITURE CONNECTION WARNING BEACON O JUNCTION BOX 480 VAC, 4 POLE, 3 WIRE RECEPTACLE 30 (GROUND THRU EXTRA POLE & SHELL) 30 AMP, CROUSE -HINDS ARE 3423 30A O 1E66 1E67 1E68 1E69 1E70 1E71 1E72 1E73 1E74 1E75 1E76 1E77 1E78 1E79 - 1E84 1E80 1E85 1E81 1E86 1E82 1E87 1E89 1E90 1E91 1E92 1E93 1E95 194 9-101.1 KEY PLAN SCALE: NONE 1E96 16' SCALE: 1 /8"= 0" ISSUED FOR CONSTRUCTION DESIGN BY CASNE DATE 07.31.18 TRAWNIMIlitt DATE M. DITTMAR 5/10/94 CHECKED G a� NOT - S 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 7. DYMO LABEL ALL RECEPTACLES, JUNCTION BOXES, SWITCHES, ETC., WITH CIRCUIT IDENTIFICATION. 8. INSTALL REVISED PANEL SCHEDULES UPON COMPLETION OF JOB. �E\C DRAWI\ GS 9-101-1E133 CO \STRUC ion \OT S QUAD-PLEX RECEPTACLE PROVIDED WITH THERMOPLASTIC PRESS. PROVIDE NEW WIRING DEVICES IN EXISTING JUNCTION BOXES. MATCH EXISTING TYPE. PROVIDE CONDUIT, CONDUCTORS AND DUPLEX RECEPTACLES FROM EMERGENCY PANEL AS SHOWN. PROVIDE QUAD-PLEX RECEPTACLE ON UTILITY STAND. REFER TO STRUCTURAL DRAWING 1S303 FOR STAND DETAIL. PROVIDE 100A 120/240V SINGLE PHASE 3W STANDBY PANEL. REFER TO PANEL SCHEDULE FOR PANEL RATINGS AND BREAKER QUANITITIES. PROVIDE CONDUIT AND CONDUCTORS FOR ION POWER METER AND DUPLEX SWITCH CONTROLS FROM EMERGENCY PANEL AS SHOWN. PROVIDE 480V/120 -240V SINGLE PHASE 7.5KVA DRY -TYPE TRANSFORMER PER SPECIFICATION 262213. PROVIDE CONDUIT AND CONDUCTORS. PROVIDED WITH TF ERMOPLASTIC PRESS. CASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SLATE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW,CASNECOM JOB NO. 181-072 208/120V POWER CURRENT REVISION SYMBOLDATE W5754747 Y 07.31.18 ENGINEER JOHN VAVREK C ECKED APPROVED 5 12 94 APPROVED NAREN MEHTA TITLE ADC THERMOPLASTIC PRESS BUILDING 9-101 5/12/94 ELECTRICAL MASTER COL. W -Z/15-19 DEV. CENTER, WA SHEET 1 E83 JOB N0. W5754747 COMP NO. DWG NO. 9-101-1E83 x x x 60/N #91 6 W9/2,4,6 1"RS, 3#2 x x x x x x x x x 100/100 #129 x x x x x x x x x x x 1"R, 3#6, #6GRD. SW#91, TNL. 5 1-1/2"R, 3#3, #6GRD. SW#129, TNL. 5 Ir LJ 480V, 3PH, 600A BUS DUCT #24F3-133-600 18611 30A UNNEL #5 3"C, 3#350MCM 2-1/2"R, 3#4/-&--- PNS W9 FEEDER J 15 KVA 480-208/120V 3 PH. 4W 1-1/4"C, 3 4 HANGARDOORBUS #RAILS TO (3) 1-1/2"C-6#4 SWI#t SW#2 sw 3 —(3) 60A/DISC SW, 50A FUSES FROM 2PLUG— IN/ UNIETD#106 IN TUNNEL #5 SW#1 PWRS. DRI6 & 7 SW12 PWRS. DR/4 & 5 SW#3 PWRS. DR11, 2 & 3 HANGER DOOR DISCONNECT SWTS n SCALE NTS 1 E1 1 1 121 7 2 1/2"-3 #4/0 & #4/0 GRD. TO STRAINER HOUSE #1 SEE YARD DWG. 109-000-2040-E1 #102 #106 #10 1"C, 3#2 10 #111 #116 TUNNEL #5 #126 #127 #128 5 ;136 •Z9 XOZ9 tozo 15 KVA, 3PH, 4W 480-208/120V x x x 3 HP SEWAGE LIFT STA. CONTROLLER 1"R, 3#4 38,40,4 x MN INTO FLOOR TRENCH T ICET EXHAUST FAN ( OF MOULTED) 3/4 HP 8T/4 /4" 3#10 24F3/131, 132 3/4"C, 6#1 WTR. HTR. 73A DUCT BANK WITH 2-4"C.O. PUL W9 45KVA, 3PH 480/120-208V x x x W9/25,27,29 x 3/4"C,x 3#10, x#10 GNxD PANEL JJ 30A 131 133 1 1E121 1E121 101 29c W9/25,27,29 3/4"C, 3#10, #10 GND I-1 n r J 25,27,29 SCALE: 1/8"= 0" SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE Q ADC WH MAS 04.01.13 M R INSTALL 60A & 100A RECEPTACLES W20788658 VAVREK VAVREK 07.11.13 N SUBSTATION 46 RELOCATION — IFC WH_11047.008 WH MAS 07.27.11 S AS—BUILT 14210870 VAVREK VAVREK 09.20.13 0 REDLINES CD01 11047.003 WH LEG 12.19.11 T ADC PRECISION 5—AXIS GANTRY MILL 16015520 CASNE DAT 07.16.14 P RTF TFST FRAMF NAN(;AR 17COR -- fin WH 12031.004 WH ALJ 05.09.12 U ADC THERMOPOLASTIC PRESS W5754747 CASNE SHG 07.31.18 Q,�BOE/NG ACCEPTABI LITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN M. DITTMAR CHECKED DATE 07.07.92 SI 1E110 1E111 1E112 1E113 1E114 1E115 1E116 1E117 1E118 1E119 1E120 1E121 E122 1E123 E124 1E125 1E126 1E127 O TRANSFORMER, CAPACITY, PHASE & VOLTAGE AS SHOWN GROUND 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 100 480V 3 PHASE MOTOR MOTOR STARTER, MAGNETIC MOTOR STARTER, MAGNETIC W/ DISCONNECT SWITCH MOTOR STARTER, MANUAL DISCONNECT SWITCH, NON—FUSED, XX AMPERES MACHINE/EQUIPMENT NUMBER X, Y HORSEPOWER SPECIAL RECEPT CROUSE HINDS 3P -4W -100A, CAT #NREA10425 6t' ENCLOSED CIRCUIT BREAKER G \O =S 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. �=F c NAWI \GS: 9-101-1E120 9-101-1 E503 9-101-1E70, 9-101-1E510 6508-309 9-101-1E127 1) 1E128 1E129 E130 1E131 1E132 1E133 E134 1E135 1E136 1E137 5 1 1E140 1E141 1E144 1E145 LJ E 39 8' 1E138 9-10 4' 1E142 0 KEY PLAN 4' 1E143 1E146 1E147 CO\ST�JCTIO\ SOT S INSTALL RETAINED 480V RECEPTACLE AND DISCONNECT. SURFACE MOUNT ON FENCE. PROVIDE NEW 480V RECEPTACLE AND DISCONNECT FOR BAND SAW. PROVIDE NEW 480V RECEPTACLE AND DISCONNECT FOR DUST COLLECTOR. PROVIDE CONDUIT AND CONDUCTORS FROM BUSWAY 24F3 DISCONNECTS. RE -USE CONDUIT WHERE AVAILABLE. RE -USE EXISTING BREAKER AND BUS TAP BOX FOR NEW DISCONNECT. PROVIDE CONDUCTORS AND CONDUIT FROM XSOZ9 TO SERVE 7.5KVA TRANSFORMER AND PANEL XSZ19 NEAR SUB 16. • 1E148 23 8' 16' SCALE: 1/8"= 0" ISSUED FOR CONSTRUCTION IC DESIGN BY CASNE DATE 07.31.18 480V POWER REVIEWED FON COMPLIANCE WITH NFPA70 - NEC SEP 10 2018 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA EL IS 0-167 AUG 162078 PERMIT CENTER CASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL, SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW.CASNE.COM JOB NO. 181-072 CURRENT REVISION W5754747 SYMBOL U DATE 07.31.18 ENGINEER R. AUGER CHECKED J. VAVREK APPROVED APPROVED N. MENTA 03.27.93 03.31.93 04.01.93 TITLE ELECTRICAL MASTER ADC THERMOPLASTIC PRESS BUILDING 9-101.1 COL. W -Z/6-11 DEV. CENTER, WA SHEET 1E121 JOB NO. W5754747 COMP NO. DWG NO. 09-101-1E121 x` PARTIAL PLA\ SCALE: 1/8 0" 13 1/1 �EFE� CE JAWIVGS 9-101-1E133 9-101-1E121 9-101-E533 16' SCALE: 1/8"=1 - ISSUED /8"=1 - _EG iND e MACHINE/EQUIPMENT NUMBER X, Y HORSEPOWER G-\ =RA_ \0 -s 1. ALL CONDUIT TO BE i"E.M.T. UNLESS OTHERWISE NOTED. 2. ALL WIRE TO BE #12 THWN UNLESS OTHERWISE NOTED. 3. THE FOLLOWING COLOR CODING TO CONDUCTORS SHALL BE OBSERVED ON ALL CIRCUITS 600 -VOLTS OR LESS. 120/208V 277/480V "A" PHASE (LFT BUS IN PNL) BLACK BROWN "B" PHASE (CTR BUS IN PNL) RED ORANGE "C" PHASE (RHT BUS IN PNL) 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 BUSWAYS. 6. FEEDERS TO PANELS AND BUSWAYS SHOWN ON SHEETS E2 AND E3. LABEL ALL RECEPTACLES, JUNCTION BOXES, SWITCHES, ETC., WITH CIRCUIT IDENTIFICATION. 8. INSTALL REVISED PANEL SCHEDULES UPON COMPLETION OF JOB. CO\STUCT1 D\ \OT S PROVIDE CONDUCTORS AND CONDUIT FROM XSOZ9 TO SERVE 7.5KVA TRANSFORMER AND PANEL XSZ19 NEAR SUB 16. 1E110 1 1E111 1E112 1E113 1E114 1E115 1E116 1 1E117 1E118 1E119 1E120 1E121 1E122 1E123 1E124 1E125 1E126 11E127 r 1E128 1E129 1E134 1E130 1E131 1E139 1E135 1E136 5 1E140 1E141 1E132 1E137 1E133 1E138 1E142 1E143 1E147 1E144 1E145 1E146 1E148 (96mq)7(51 I I 23 NEDEUR RECEIVED t� ¢ NCE WITH 101.1 KEY P ``a CITY OF TUKWI�_� t 0 -NE_, zz ISSUED FOR CONSTRUCTION DESIGN BY CASNE DATE 07.31.18 AUG 16 2018 PERMIT CENTER SEP 10 2018 City of Tukwila BUILDING,DIVISIONj CASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW.CASNE.COM JOB NO. 181-072 R€V1SION BY APPROVED DATE SYM REVISION BY APPROVED DATE ADC WING DEV. UTILITIES W4474015 M.SANIDAD M.SANIDAD 06.29.16 A REDLINES CD06 12032.002 WH LEG 07.20.12 NMA WING ASMBLY TOOL POWER W5755464 D. OTTEN dlo 03.14.18 B ADC WH MAS 04.01.13 ADC THERMOPLASTIC PRESS W5754747 CASNE SHG 07.31.18 C AS -BUILT 14210870 VAVREK VAVREK 09.20.13 D ADC PRECISION 5 -AXIS GANTRY MILL 16015520 CASNE DAT 07.16.14 RECORD SET 16015520 CASNE DAT 10.23.15 Q,�BOE/NG° ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN EDDIE P. DUARTE CHECKED AT 04.07.0 ENGINEER JPOHN J. VAVREK C CKED APPROVED JOHN J. VAVREK APPROVED SUB 480/277 VOLT POWER CURRENT REVISION W5754747 BO G DATE 07.31.18 04.08.03 04.08.0 TITLE ADC THERMOPLASTIC PRESS BUILDING 9-101.1 ELECTRICAL MASTER COL. W -Z/11-15 DEV. CENTER, WA SHEET 1E127 JOB NO. W5754747 COMP NO. OE: 6/28/2016 2:43:48 PM DWG NO. 09-101-1E127 I nnI I #103 ii 1 L-1 1 1 1---1 1 --1 1--I 1 I r I 30 I---1 L• — I I 1---1 I I.1 1- 1 1 I ----I I E -I I 1 1 3/4"C 2#8, #12GI-4 TO TNL#5 PNL XSOZ9/1 3a,154 - r- –I ....... I1�—I (TYP,} 1 j� I 1 E 127 1 Tf 3/4"C, / E5 3 1 1 1 I 3#10, 10G I # # 1 1 _ I I- -I rrt 1 rrt --- 1- BUSWAY 33F4-34 (IN TUNNEL) ��—� I E 1 — 3"C, ABANDONED' I 1 H IN CONCRETE 1 c., L—� I I �; I I I I I __ r— -I I r_ 1 L—� 1.5 HP PUMPS -- o IN TUNNEL) �' - l 1 75KVA, 430-208/120V —� 1-1/4"C 3#2, T2°337 NLS. 1 1 i FIT 33Y128 & L E77, J – PNL 1#8 --se too -SEE _ wog I 90 98 ; 99 101 102 ; 104 108�109 119 120 4° 12.4 1134 ji36 X139 ;140 141 142 143 I �� ' Ti3�� #Ill T � J 1 r 11' 71T.i 1 1 3 1 1 i i �(jil1; 1 ,i ly 1. i It aU . j . 7 Dtly 15. 100 ( f �.l ! 103 $ 110 #111 #112' 113 `114 „ F118 1 21 /122 #126 I 1 (2) 3 AL-? �� 1 0 !il11fi — W12 100 s0 1"C, 3#6 +#10GND• 1 ,U I {- r --H ^' — -I goo too r C, 3#10 +#1OGND i"C.O. „ C.O. I L 4 . "C, 3#10 + #1OGND "'1 I TRANSFER SWITCH 1"C, 3#6 + #10GND SEE AUSTIN 6130-D DWG. 101- 43 1 (ABANDONED) 30/20 .. #119 !�`=■Ittv_y. 1 oa 1- C, 3#2 + #6GND 1-"C, 3#2 + #6GND 1 I #121 -- 1--1- 1 1 �- 1 1 I I r --I r---ti--i - L—H rJ 1 E127 1--� — -I — I I j 1 ---I I I I I E5 3 60/50 # 120 '■ u=_) °: > 1{� r----1 r -Ir-j---I E--1 L— 11 I 1 III I I rI --I I H I I FT I j I I I I I 1 1 — � I ---I ( I I SII X X X X X X X X X X X X X X X -I-X X X X X X X X X X X x X x x1 x l - x I 3/4"R 3#12(DE) I FROM SW#106, TNL#7 -1/4"R 3#2(0E I TO SW# 100, TNL#7 #2 BSC I r-�—� r 1 r -I _ III L T I x 1 I HH x 3/4�� C 2#8, # 12G 1' PNL XS0Z9/13a,1$b 1 1 TO Tr� N 71--I--I x 1 PARTIAL PLA\ SCALE: 1/8 0" 13 1/1 �EFE� CE JAWIVGS 9-101-1E133 9-101-1E121 9-101-E533 16' SCALE: 1/8"=1 - ISSUED /8"=1 - _EG iND e MACHINE/EQUIPMENT NUMBER X, Y HORSEPOWER G-\ =RA_ \0 -s 1. ALL CONDUIT TO BE i"E.M.T. UNLESS OTHERWISE NOTED. 2. ALL WIRE TO BE #12 THWN UNLESS OTHERWISE NOTED. 3. THE FOLLOWING COLOR CODING TO CONDUCTORS SHALL BE OBSERVED ON ALL CIRCUITS 600 -VOLTS OR LESS. 120/208V 277/480V "A" PHASE (LFT BUS IN PNL) BLACK BROWN "B" PHASE (CTR BUS IN PNL) RED ORANGE "C" PHASE (RHT BUS IN PNL) 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 BUSWAYS. 6. FEEDERS TO PANELS AND BUSWAYS SHOWN ON SHEETS E2 AND E3. LABEL ALL RECEPTACLES, JUNCTION BOXES, SWITCHES, ETC., WITH CIRCUIT IDENTIFICATION. 8. INSTALL REVISED PANEL SCHEDULES UPON COMPLETION OF JOB. CO\STUCT1 D\ \OT S PROVIDE CONDUCTORS AND CONDUIT FROM XSOZ9 TO SERVE 7.5KVA TRANSFORMER AND PANEL XSZ19 NEAR SUB 16. 1E110 1 1E111 1E112 1E113 1E114 1E115 1E116 1 1E117 1E118 1E119 1E120 1E121 1E122 1E123 1E124 1E125 1E126 11E127 r 1E128 1E129 1E134 1E130 1E131 1E139 1E135 1E136 5 1E140 1E141 1E132 1E137 1E133 1E138 1E142 1E143 1E147 1E144 1E145 1E146 1E148 (96mq)7(51 I I 23 NEDEUR RECEIVED t� ¢ NCE WITH 101.1 KEY P ``a CITY OF TUKWI�_� t 0 -NE_, zz ISSUED FOR CONSTRUCTION DESIGN BY CASNE DATE 07.31.18 AUG 16 2018 PERMIT CENTER SEP 10 2018 City of Tukwila BUILDING,DIVISIONj CASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW.CASNE.COM JOB NO. 181-072 R€V1SION BY APPROVED DATE SYM REVISION BY APPROVED DATE ADC WING DEV. UTILITIES W4474015 M.SANIDAD M.SANIDAD 06.29.16 A REDLINES CD06 12032.002 WH LEG 07.20.12 NMA WING ASMBLY TOOL POWER W5755464 D. OTTEN dlo 03.14.18 B ADC WH MAS 04.01.13 ADC THERMOPLASTIC PRESS W5754747 CASNE SHG 07.31.18 C AS -BUILT 14210870 VAVREK VAVREK 09.20.13 D ADC PRECISION 5 -AXIS GANTRY MILL 16015520 CASNE DAT 07.16.14 RECORD SET 16015520 CASNE DAT 10.23.15 Q,�BOE/NG° ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN EDDIE P. DUARTE CHECKED AT 04.07.0 ENGINEER JPOHN J. VAVREK C CKED APPROVED JOHN J. VAVREK APPROVED SUB 480/277 VOLT POWER CURRENT REVISION W5754747 BO G DATE 07.31.18 04.08.03 04.08.0 TITLE ADC THERMOPLASTIC PRESS BUILDING 9-101.1 ELECTRICAL MASTER COL. W -Z/11-15 DEV. CENTER, WA SHEET 1E127 JOB NO. W5754747 COMP NO. OE: 6/28/2016 2:43:48 PM DWG NO. 09-101-1E127 6#12(DE) 3/4"R 6#12 3/4"R 3#6 1-1/4"R 3#2(DE) FROM SW#100 -3/4"R 3#10(DE) FROM SW#106 3/4"R 3#10(DE) FROM SW#108 .5 HP PUMPS (IN TUNNEL) -3"RAC, CO 75KVA 480-120/208V FOR PINLS. Y16A, Y16B, Y16C, Y16D 1/2" CO #20B #22B #24B #26B #95 #96#97 2E11301130 13 9 PANEL XSOZ9/13a,15b 3/4"C, 2#8, #12G 1 - r_l 30 #96 3/4"C, 3# 0, #10G 3 30A 7,9,11 30A, 13,15,17 IFS �i iI 0 I "C .- — 1 6#10, #10G ` ' 1"C, 3#10, #10G © 219/7,9,11,13,15,17 o i nummummemosso "C ' >1 6# 10, # 10G SOL DE BOLSLOAD 219/2,4,6,8,10,12 1 Air 11 PRESS CONTROL PANEL r ;' --� Wq i If 150A DISCONNECT :;) 30A,2,4,6 ) OA,8,10,12 -rt THERMOPLASTIC PRESS —' © 10 DIE HEATER/CHILLER 3 3/4"C, 3#10, #10G� - - 2"C, 3#1/0, #6G 1 30 — Z-1-9 f PANEL XSOZ9/13a,15b 3/4"C, 2#8, #12G 3-1 /2"C, 3#600, #3G -2"C, 3#1/0, #6G Z19,1,3,5 (2) 3-1/2"C 3#600KCMIL, #1/OG 1E110 1E111 1E112 1E113 1E114 ® ® 1E115 1E116 1E117 1E118 1E119 1E120 1E121 1E122 1E123 1E124 1E125 1E126 1E127 1E126 1E129 1E130 1E131 1E132 133' ri 1E134 1E139 1E135 1E136 1E137 1E140 1E14' 1E142 1144 1E145 1E138 1E143 1E146 9-101.1 KEY PLAN LEGEND GE\ 480 VOLT DROP, 3W, 4P, CROUSE HINDS, TYPE APR, XX AMP. 480 VOLT RECEPT., 3W, 4P, CROUSE HINDS, TYPE ARE, XX AMP. J -BOX 480/277V DISTRIBUTION PANEL TRANSFORMER, CAPACITY, PHASE & VOLTAGE AS SHOWN GROUND 480V 3 PHASE MOTOR MOTOR STARTER, MAGNETIC MOTOR STARTER, MAGNETIC W/ DISCONNECT SWITCH MOTOR STARTER, MANUAL DISCONNECT SWITCH, NON-FUSED, XX AMPERES MACHINE/EQUIPMENT NUMBER X, Y HORSEPOWER 480V 3 PHASE FAN MOTOR,WITH HEATING COIL MOMENTORY PUSHBUTTON SWITCH W/ PILOT LIGHT ERAL \OTES 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. . EFERENCE DRAWINGS SEE DWG. 9-101-1E127 ISSUED FOR CONSTRUCTION DESIGN BY CASNE DATE 07.31.18 CONSTRUCTIO\ \OTES PROVIDE CONDUIT, CONDUCTORS AND ANCILLARY HARDWARE. ROUTE CONDUIT OVERHEAD ALONG WALL TO PULL BOX. PULL THROUGH PULL BOX INTO TRENCH. PROVIDE CONDUIT, CONDUCTORS AND ANCILLARY HARDWARE. CONVENIENCE 480V 3PH RECEPTACLE AND 30A NON-FUSED DISCONNECT PROVIDED WITH THERMOPLASTIC PRESS. PROVIDE UTILITY STAND WITH 480V 3PH RECEPTACLE AND 30A NON-FUSED DISCONNECT. REFER TO STRUCTURAL DRAWING 1S303 FOR STAND DETAIL. PROVIDE 400A 480V 3PH 3W PANEL. REFER TO PANEL SCHEDULE FOR PANEL RATINGS, BREAKER TYPES AND BREAKER QUANTITIES. b PROVIDED WITH THERMOPLASTIC PRESS. PROVIDE 100A 120-240V 3W SINGLE PHASE PANEL. PROVIDE 480/120-240V SINGLE PHASE 7.5KVA DRY -TYPE TRANSFORMER. RE -USE EXISTING EMPTY CONDUIT IF AVAILABLE. 1> PROVIDED BY THERMOPLASTIC PRESS MANUFACTURER. EXACT LOCATION AND FEEDER RATING TBD. COORDINATE DETAILS WITH BOEING. R VIEWED : "+ COMPLIANCE WITH -NEPA 70 - NFC SEP 10 2018 City of .Tukwila. R.UILDINO DVT*' RECEIVED CITY OF TUKWILA AUG 16 2018 Eb1 Su-. 670 7 PERMIT CENTER CASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW.CASNE.COM JOB NO. 181-072 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE T ADC THERMOPLASTIC PRESS W5754747 CASNE SHG 07.31.18 0 SEA LAUNCH PH 2 & 3 - IFC WH_11045.001 WH MAS 05.19.11 P PICKED UP REDLINES WH LEG 12.19.11 L MIC EXPANSION REVISION #1 180450-00 VAVREK VAVREK 03.11.09 Q ADC WH MAS 04.01.13 M INSTALL DO -ALL BANDSAW 8785935 VAVREK VAVREK 05.19.09 R ASA -BUILT 14210870 VAVREK VAVREK 09.24.13 N SEA LAUNCH PH 2 & 3 - 90% SUBMITTAL WH_11045.001 WH MAS 05.09.11 S SEA LAUNCH ASSEMBLY AREA DISC. W2561807 CEI PJ 04.23.14 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN EDDIE DUARTE CHECKED DATE' 12/13/96 SUBTITLE 480Y/277V POWER PLAN CURRENT REVISION W5754747 SYMBOL T DATE 07.31.18 ENGINEER JOHN VAVREK CHECKED APPROVED JOHN VAVREK APPROVED 12/13/96 12/13/06 TITLE ELECTRICAL MASTER ADC THERMOPLASTIC PRESS BUILDING 9-101 COL. W -Z/15-19 DEV. CENTER, WA SHEET 1E133 JOB NO. W5754747 COMP NO. DWG NO. 9-101-1E133 CO Lti OTTEND: 03/09/15 L II II II J J --r L LJ L_J T ---J T j NETWORK SWITCH 1"C (1) 12 -STRAND MMF PRESS CONTROL PANEL L II II LL J 1 I >>- 1-1/4"C (4) CAT6 (1) 12 -STRAND MMF PLAN VIEW SCALE: 1/8" = V-0" x 1"C ;2) CAT6 I-1 1"C (2) CAT6 1"C (1) 12 -STRAND MMF (1) 12 -STRAND M V1F ``- (5) COAX — WIFI AND RADIO EQUIPMENT ENCLOSURE REVISION BY APPROVED DATE SYM REVISION APPROVED DATE ADC THERMOPLASTIC PRESS W5754747 CASNE SHG 07.31.18 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE D'7• "N STEVEN GARRETT CHECKED ION -7650 POWER METER SUB 16 RELAY AND METER MODBUS CONNECTION SCALE: NTS 1E441114,33 1433 1E410 1E411 1 1E412 1E413 1E414 1E415 1E416 1E417 1 1E418 1E419 1E420 1E421 1E422 1E428 1E423 1 1E424 1E429 1 1E430 -11E434 1E435 1E425 1E431 1E436 1E426 1E432 1E437 1E427 1E439 1E440 1E441 1E 2 1E444 1E445 1E438 1E443 1E446 AE 06.08.18 ISSUED FOR CONSTRUCTION DESIGN BY CASNE DATE 07.31.18 LEG 2 a O OO DPS G \D TELEPHONE OUTLET DUPLEX TELEPHONE OUTLET FLUSH MOUNTED SIGNAL BELL DATA OUTLET VOLUME CONTROL SPEAKER, CEILING MOUNTED LOWBAY SPEAKER, HORN TYPE MID HEIGHT SPEAKER M HORN TYPE CLUSTER HORNS DOOR POSITION SWITCH MISC. ANTENNA =RA_ \0 .S 1 WITH EQUIPMENT REMOVALS, REMOVE ALL ASSOCIATED CONDUIT, CONDUCTORS, HARDWARE AND SUPPORTS. R -R-\ c DRAW' GS CO\ST ucrio OT is PROVIDE CONDUIT AND CAT6 CABLES BACK TO NETWORK ROOM. CONFIRM TERMINATION LOCATION WITH BOEING. RELOCATE AND REINSTALL WIFI ACCESS POINT. FIBER TYPE AND PATHWAY/ PATCH PANEL DESTINATION TBD. COORDINATE WITH BOEING. PROVIDED WITH SUBSTATION 16. REVIEWED FU i COMPLIANCE WITH NEPA 70 - NPS` SEP 10 2018 City of Tukwila BUILDING DtVIS1 RECEIVED CITY OF TUKWILA AUG 16 2018 FIAPERMIT CENTER CASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS ' 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW.CASNE.COM JOB NO. 181-072 Su PARTIAL 1ST FLOOR COMMUNICATION PLAN CURRENT REVISION SYMBOL DATE W5754747 07.31.18 ENGINEER STEVEN GARRET' CHECKED APPROVED APPROVED 06.08.18 TITLE ELECTRICAL MASTER ADC THERMOPLASTIC PRESS BUILDING 9-101 COL. W -Z/15-19 DEV. CENTER, WA SHEET 1E433 JOB NO. W5754747 COMP NO. DWG NO. 9-101-1E433 4' MIN Z19 XSZ19 7.5KVA XFMR 480/120-240V EXISTING DOORWAY S \LAGE JB 16 VI =W -L= CTRICAL SCALE: 1/2" = 1 7.5KVA XFMR 480/120-240V BONDIN JUMPER A ESK1 5 ESK1 1 E83,1 E 133 #4/0 CU TO BUILDING GROUND GRID 18"-1 XSZ19 Z19 SUBSTATION AREA FENCE L Z19 A\D XSZ19 LEVATIO\ 2 SCALE: 1/2" = 1' E SECURE 2" LONG GLASTIC INSULATOR MOUNTED ON 3/8" 16 STUD, WITH 3/8" 16 HEX BOLT AND BELLEVILLE WASHER GROUND BAR D SCALE: NONE 1 A 1/4" x 12"L x 2"W COPPER WELD GROUND BAR #4/0 TO EXISTING BUILDING GROUND GRID SOLID COPPER COMPRESSION TYPE LUGS SECURED WITH 2 - 3/8" STAINLESS STEEL BOLTS, NUTS. BELLEVILLE WASHERS AND ONE FLATWASHER ON EACH SIDE; TYPICAL -TAI 1 1 ESK1 LEG GE\EAL \OTES 1. ALL CONDUIT TO BE i"E.M.T. UNLESS OTHERWISE NOTED. 2. ALL WIRE TO BE #12 THWN UNLESS OTHERWISE NOTED. 3. THE FOLLOWING COLOR CODING TO CONDUCTORS SHALL BE OBSERVED ON ALL CIRCUITS 600 -VOLTS OR LESS. 120/208V 277/480V "A" PHASE (LFT BUS IN PNL) BLACK BROWN "B" PHASE (CTR BUS IN PNL) RED ORANGE "C" PHASE (RHT BUS IN PNL) 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 BUSWAYS. 6. FEEDERS TO PANELS AND BUSWAYS SHOWN ON SHEETS 1E83 AND 1E133 LABEL ALL RECEPTACLES, JUNCTION BOXES, SWITCHES, ETC., WITH CIRCUIT IDENTIFICATION. 8. INSTALL REVISED PANEL SCHEDULES UPON COMPLETION OF JOB. R F =R G DRAWI\GS CO \ST CTtO\ NOT -S PROVIDE 100A 120/240V SINGLE PHASE 3W STANDBY PANEL PER SPECIFICATION 262416. REFER TO PANEL SCHEDULE FOR PANEL RATINGS AND BREAKER QUANTITIES. PROVIDE 400A 480V THREE PHASE 3W PANEL PER SPECIFICATION 262416. REFER TO PANEL SCHEDULE FOR PANEL RATINGS AND BREAKER QUANTITIES. PROVIDE 480V/120 -240V SINGLE PHASE 7.5KVA DRY -TYPE TRANSFORMER PER SPECIFICATION 262213. MAINTAIN MINIMUM 4' WORKING SPACE OR GREATER BETWEEN ELECTRICAL PANELS AND SUBSTATION LOW VOLTAGE SECTION. PROVIDE GROUND BAR TO BOND TRANSFORMER TO BUILDING GROUND GRID. ISSUED FOR CONSTRUCTION DESIGN BY CASNE DATE 07.31.18 REVIEWED FOR COMPLIANCE WITH NFPA 70 - NEC SEP 10 2018 City ©f Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA AUG 16 2018 LJ& R. o7o7 CASNE ENGINEERING, INC. EELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW.CASNE.COM JOB NO. 181-072 REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ADC THERMOPLASTIC PRESS W5754747 CASNE SHG 07.31.18 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN S.GARRETT CHECKED ENGINEER S.GARRETT C ECK DATE 07.31.18 SUB 16 AREA DETAILS CURRENT REVISION SYMBOL DATE W5754747 - 07.31.18 07.31.18 APPROVED APPROVED TITLE ELECTRICAL MASTER ADC THERMOPLASTIC PRESS BUILDING 9-101 COL. W -Z/15-19 DEV. CENTER, WA SHEET ESK1 JOB NO. W5754747 COMP NO. DWG NO. 9-101-ESK1