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HomeMy WebLinkAboutPermit M2000-262 - BOEING #9-101S �rn JuT2J}\T CZL6 TOT6 2 Z9Z-000ZIAT City of Tukwila (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Permit No: M2000 -262 Type: B -MECH Category: NRES Address: 9725 EAST MARGINAL WY S St: 101 Location: __Parcel #: 000340 -0018 Contractor License No: BOEINC*294ML TENANT OWNER CONTACT CONTRACTOR_ BOEING #9 -101 9725 EAST MARGINAL WY S, TUKWILA, WA 98188 BOEING PO BOX 3707 - M/S 1F -09, SEATTLE WA 98124 JOHN S MURDOCK PO BOX 3999 M/C 89 -15, SEATTLE. WA 98124 BOEING COMPANY PO BOX 3707,. M/S IF -09, SEATTLE. WA 98124 ***,**************************************** * * * * * * * * * * * ** * * * * * * * ** ** ** * * * ** Permit Description: PARTIAL DEMOLITION OF 90' FREEZER & RELOCATION OF WALK -IN FREEZER. 16' FREEZER. UMC Edition: 1997 *************,***************************** * *, * * * * * * * * * * * * * * * * * ** * * ** * * * ** w.w rr 2r`(0 Permit Center A •hor zed Signature Date I hereby 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 for and obtain this bu lding perm Signature:__ MECHANICAL PERMIT Valuation: Total Permit Fee: Date : d0 Status: ISSUED Issued: 12/06/2000 Expires: 06/04/2001 Phone: Phone: 253 -773 -0444 60,000.00 56.81 Print Name: Title: This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. C i i Y OF T UKW I L A Address: 9725 EAST MARGINAL WY S St: 101 Permit No M2000 -262 Suite: Denant: BOEING #9 -101 Type: B -tIECN Parcel #: 000340 -0018 **** k***** k kk* k** kik• kk***• k*******& k** k* k* kkk* kkkk *k *kkkk *•kk *k *Alciekli* **k **** Permit Conditions: 1,. Any exposed insulations backing material shall have a Flame Spread Patina of 25 or less, and material shall bear identi- fication showing the fire performance rating thereof. Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be lnsoected by that agency (248 - 6630). 3. No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. All permits. inspection records. and approved plans shall be available at the lob site prior to the start of any con- struction. These documents are to be maintained and avail- able until final inspection approval is granted. 5. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 E d i t i o n ) as amended. Uniform Mechanical Code (1997 Edition). and Washington State Energy Code (1997 Edition), Validity of Permit. The issuance of a permit or approval of plans, specifications. and computations shall not be corr 4trued to be , a permit for. or an approval of, any violation of : any of the provisions of the building code or of any other ordinance of the 1urisd1et1on. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. * **FIRE DEPARTMENT CONDITIONS *k* The attached set of plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: Maintlan sprinkler coverage per £4.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads.(Extend sprinkler protection to walk in freezers). 10. Sprinkler protection shall be extended to all are where required, including all enclosed areas, below obstructions and under overhangs greater than four feet wide. (NFPA 13-4-5.5,3.1) . 11. All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recorgnized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1901) 12. Contact the Tukwila Fire Prevention Bureau to witness all Status: ISSUED Applied: 11/15/2000 Issued: 12/06/2000 ,..... ... - -.. di.:........... a — ..1 required inspections and tests. (UFC 10.503) (City Ordinance #1900 and #1901) Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 14. THESE PLANS WERE REVIEWED BY INSPECTOR 511. IF YOU HAVE ANY QUESTIONS. PLEASE CALL THE TUKWILA FIRE PREVENTION BUREAU AT (206)575.4407. I.hereby certify that I have read these conditions and will comply with them as outlined. 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 work or local laws regulating construction or, the , performance Of work. Signature: tote i', Project Name/Tenant: ,,, FR get ac �P Z mi l - Io Value lue of Mez ni sal Equi men :: Q, C}, Site Address : F 4.2 9, . A' &'N4 ult � City Sta e/Zi i r Tax P I :.l m• .. — 00 1 8 Property Owner: % /N& c att mo y ` Phone: (Z93I 3. Owe Street . ress: y I Q�Q 5 /� City State/Zip: Fax #: (z3) �© Q � bpd Address : Q, 640 cif i Contractor: 'ar 6b/�� „ me Q��'�' Phone: ( ) Street Address: City State/Zip: Fax #: ( Contact Person:. -- Phone: ( 2531 Street Addres � o • fo x � 3`q iti g4- C5 Cit State/Zip: Fax #: (ZC ) 3 �ay �, BUILDING ,O , "N • O. AUTHORIZED AGENT: ation Signature: '�- � g iii , a.. 4�.!� .. Application aken by: (initials) D��t�.' Loci, �Q Print name: / ` V ' B , ...,-,..4 ...,-,..4 ...,-,..4 Phone: t6 3 I .01A44, Fax #: ( Z, S � �� �© Q � bpd Address : Q, 640 cif i a v .�..a" ..� c �•.y City /State/Zl q �q q► l ” a Date appli ation accepted: `'� Date application ex ires: 19."'. i Application aken by: (initials) Mechanical Permit Application �J6 flr noloco Application and plans must be complete in order to he accepted for plan review. v��//�� Applications will not be accepted through the mail or facsimile. — MECHANICAL PERMIT REVIEW AND APPROVAL REQUESTED: (TO REFILLED OUT BY APPLICANT) Description of work to be done (please be specific): OP I'd FleXeek .. Ketzeagoitt oP w, tN fFire e 11/1/99 mech permil.doc CITY OF 1 KWILA Permit Center 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 981813 (206) 431 -3670 STAFF USE ONLY Project Number. Permit Number: Current copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued OR submit Form H-4, "Affidavit In Lieu of Contractor Registration ". Building Owner /Authorized Agent: If the applicant Is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal, 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 TillS PERMIT. Expiration of Plan Review • Applications for which no permit is issued within 1130 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 1130 days upon written request by the applicant as defined in Section 114.4 of the Uniform Mechanical Code (current edition). No application shall be extended more than once. v o � W N IL W W ( 212 a FE O § 22 t � F u. r ✓ Submittal Requirements Floor plan and system layout Roof plan required tb identify individual equipment and the location of each installation (Uniform Mechanical Code 5(34 (e)) Details and elevations (for roof mounted equipment) and proposed screening Heat Loss Calculations or Washington State Energy Code Form #H -7 . H.V.A.C. over 2,000 UM (approximately 5 ton and larger) must be provided with smoke detection shut - off and will be routed to the Fire Prevention division for additional comments (Uniform Mechanical Code 1009). Specifications must be provided to show that replacement equipment complies with the efficiency ratings and other a licabie re Omer* of the Washin ton State Nonresidential Ener Code. Structural engineer's analysis is required for new and the replacement of 'existing roof equipment weighing 400 pounds and greater (Uniform Building Code 1632.1). Structural documentation shall be stamped by a Washington State licensed Structural Engineer. Mechanical Permits COMMERCIAL: Two complete sets of drawings and attachments required with application submittal RESIDENTIAL: Two complete sets of attachments required with application submittal 114/99 aitkcpiw(.uc NOTE: Water heaters and vents are included in the Uniform Mechanical Code — please include any water heaters or vents being installed or replaced. SI/l)Illlt1 ll('(lllll (In en1 s New Sin; le Famil Residence Heat loss calculations or Form H•6. Equipment specifications. Chan e•out or re. lacetnent of existin; mechanir.al e Narrative of work to be done ul mont includin modification to duct work. installation of Gas Fire lace Narrative with specification of equipment and chimney type. If using existing chimney, provide a letter by a certified chimney sweep stating that the chimney Is,in safe condition. NOTE: Water heaters and vents are included in the Uniform Mechanical Codb = please include any water heaters or vents being installed or replaced. A *4 *st r it ****** * *A*** * * * * *** * * *** *fir *ik* ** *fir rs4 * ** ****** * *** * iY U )U WILN. WH ' * ** * .._ r�r'i4 * * * *+� *4 * ** *h Yr Hr�t,r+l t * * * * * * * * * * * * * *** ** ** ** * * * * * ** TRANSMYT Number: tivu00402 Amounts 66.61 14 /46 /U0 Lv:gv aliment Motn*ds CHECK flotations t3ARY rALLER Inits rI.EI Normst Nos M2OUO -2b tvuos N-MECH MECHANICAL PEKMt1' Parcel Nos 00040 -0018 to Addroua i 9725 EAST MHKEINAL WY S St, 101 Fla Uns rota! Poise: 56.91 Ihio P vmon1 6 S1 latLI ALL Pintos bt►.EU dalancos .00 * * **** *** **** *ir *** ******************************0********** ctount Cody Uouir' i of i ran Amount 000/345430 FLAN l:HL;CK - NONKE6 11. io 000/322.100 MECHANICAL NOSES 45.45 t - - W W ...... mt .1 W • t W r - W 0500 12/00 9710 PERMIT NO.: MECHANICAL PERMIT APPLICATIONS INSPECTIONS ❑ 00002 ❑ 00050 ❑ 00060 ❑ p0610 00700 ❑ 01080 ❑ 01090 01100 01101 ❑ 01102 ❑ 01105 ❑ 01115 1400 01800 04015 B Pre•construction WSEC Residential WA Ventilation/indoor AQC Chimney installation/All Types Framing Woodstove Smoke Detector Shut Off Rough-in Mechanical Mechanical Equipment/Controls Mechanical Pip/Duct insul Underground Mech Rough-in Motor Inspection Fire Final Final Mechanical Special-Smoke Control System CONDITT(l 0001 No changes to plans unless approved by Bldg Div ❑ 0014 Readily accessible access to roof mounted equipment 0016 Exposed insulation backing matoriel 0019 All conatruetion to be done in conformance w /approved plans ❑ 0002 Plumbing permits shall be obtained through King Co 3( 0027 Validity of Permit 0003 Electrical permits obtained through L & I 0036 Manufacturers Installation instructions required on site "BTU maximum allowed per 1997 WA State Energy Code' 004 I Ventilation is required for all now rooms & spaces "Fuol burning appliances "Appliances, which generate.,,." "Water heater shall be anchored..,," TENANT NAM * Ct»/ Woo& fiw.:.,- FEES Basic Fee (Y/N) Supplemental Fee (YIN) Plan Check Fee (Y/N) Furnace/Burner • to 100,000 BTU (qty) Over 100,000 BTU (qty) Floor Furnace (qty) Suspended/Wail/Floor-mounted Heater (qty) Appliance Vent (qty) Heating/Rehcig/Cooling Unit/System (qty) Boiler /Compressor to 3 HP/ 100,000 BTU (qty) to 1 S HP /500,000 BTU (qty) to 30 HP /1,000,000 BTU (qty) to SO HP/1,750,000 BTU (qty) over SO HP/1,750,000 BTU (qty) Air Handling Unit to 10,000 cfm (qty) over 10,000 cfm (qty) Evaporative Cooler (qty) Ventilation Fan (qty) Ventilation System (qty) Hood (qty) Incinerator — Domestic (qty) Incinerator — Comm/Ind (qty) Other Mechanical Equipment (qty) Other Mechanical Fee (enter SS) Plan Reviewer: Permit Tech: • . Add'l Fees — Work w/o Permit (Y/N) Insp Outside Normal Hours (hrs) Rainspections (hrs) Miscellaneous inspections (hrs) Add'l Plan Review (hrs) Date: Date: ''er) WEIRMINIWINNININIMMEI project: ' • tO /e7 1y a of inspection: Address: D ► -, / b / Special instructions: / M..Wr'.! %/V Bids. Dat wa ted: //) 4I a.m. , ,m, Phone: . , .. -a2, INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (A pproved per applicable codes. COMMENT& Receipt No: INSPECTION RECORD Retain a ropy with permit Date: 70 Corrections required prior to approval. © $47.00 REINSPECTION FEE REQUIRED, Prior to Inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100, Call to schedule reins a action. Project Name Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: Authorized Signature FINALAPP . FRM City of Tukwila Fire Department Address 7J��__L�,.� �� t /`/. 4 /1 ;"t TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM 60 -43 7 /Ul Rev. 2/19/98 :Retain current inspection schedule Needs shift inspection Approved without correction notice Approved with correction notice issued Steven M. Mullet, Mayor Thomas P. Keefe, Fire Chief Permit No. r ./o° )• v3- ammeminare Suite # MINA ANNUM Date T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Thkwlla, Washington 98188 • Phone: 206.575.4404 • Fax: 206•S7S 4439 Project: l� ' "10 / At of spactinn: liz Ad ress: Dat • . iled: Specia instructions: ;� date want v :.m. /,/�,�/ r it / 00 . . Requester: 6 yi Phone: /5-.3)387 INSPEC1ION NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 COMMENTS: INSPECTION RECORD Retain a copy with permit Approved per applicable codes. J Corrections required prior to approval. Receipt No; $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, foe must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinseection. Date; (206)431 -3670 !is Project: } .. • 11 Type Onspection: Address: Date c: led: Special instructions: g , ate anted: Requester: / 4 / Phone: 360 815 -', a s' Inspecto Receipt No: Date: Date: $47.00 REINSPECTION FEE REQUIRED, Prior to inspection, fee must be paid at 6300 Southcenter Blvd„ Suite 100, Cali to schedule reins.ectian, INSPECtION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 El / Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 Corrections required prior to approval.. ACTIVITY NUMBER: _M2000 -262 DATE: 11 -15 -2000 PROJECT NAME: BOEING #9 -101. RELOCATE FREEZER SITE ADDRESS: ___9.725 EEM W S._ .,_ _,_Original Plan Submittal Response to Correction Letter # .._.__, _. _, SUITE NO: Response to incomplete Letter # $evision # After Permit Is Issued DEPARTMENTS: R it i % Division tz 11 -,o -00 Public Works DETERMINATION OFSOMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUTING: Please Route Er Structural Review Required REVIEWER'S INITIALS: Watoul4Mi Wl Qf @ROVALS OR CORRE n : (ten days) Approved Approved with Conditions REVIEWER'S INITIALS: 1 1 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire PO lntion E5Z1 Atigd Structural Incomplete El CO EC ON DETE NA IO : Approved Approved with Conditions L REVIEWER'S INITIALS: Planning Division Permit Coordinator DUE DATE: 11-16-2002 Not Applicable No further Review Required DATE: DUE DATE 12- 14 -2000 Not Approved (attach comments) El DATE; .._...___ �_.. DUE DATE Not Approved (attach comments) DATE: LICENSE DETAIL INFORMATION Form LICENSE DETAIL INFORMATION Current Filter: None Registration# or License BOEINCl294ML Name BOEING COMPANY, THE Address PO BOX 3707 Address MAIL STOP IF -09 City SEATTLE State WA Zip 981242207 Phone Number 3608663907 Effective Date 7/13/71 Expiration Date 1/1/01 Registration Status ACTIVE Type CONSTRUCTION CONTRACTOR Entity CORPORATION Specialty Code GENERAL Other Specialties UBI Number 800200508 * *VIEW PRINCIPAL_ Q WNEJ3(S) ORS.NIS LIQENSE* * * * *VIEW CONTL.A ZQ[_BOIDLSAVINSS.INFORMATIQN * 1 *C „FQK INQUIRY FQR SUMMONSAND COMPLAINTS* * * * VIEW CONTRACTOR INSURAf'ICE INFORMATION * * STATE OF WASHINGTON DEPARTMENT OF LABOR AND INDUSTRIES Specialty Compliance Services Division P. O. Box 44000 Olympia, WA 98504 -4000 THE RESULT OF YOUR INQUIRY FOR LICENSE NUMBER SELECTED IS: Page 1 of 1 New inquiry by CITY, NAME, PRINCIPAL OWNER NAME, NUMBER, U131 NUMBER or return to the L &I Construction Compliance Home Page http : / /www.lni.wa.gov/ CONTRACTORS /TF2Form,asp ?License= BOEINC *294ML 12/5/00 DRAWING LIST COVER DRAWING NUMBER SHEET TITLE REV 9- 101 —GO GO COVER SHEET — — STRUCTURAL DRAWING NUMBER SHEET TITLE REV 109 - 101 —S2B S2B STRUCTURAL GENERAL NOTES -- 109- 101 -1623R F -1R PLAN — FREEZER FOUNDATION (REMOVAL) R MECHANICAL DRAWING NUMBER SHEET TITLE REV 0972 A -1R (HUSSMAN) A -1R FREEZER MECH PLAN /WIRING DETAILS (REMOVAL) R 109 - 000 - 4970 —M -1R M -1R NEW AND RELOCATED MECHANICAL UTILITIES COMPOSITE (REMOVAL) R 109 - 101 -4602R M11R FIRE PROTECTION FOR FREEZER (REMOVAL) R 109 - 101 -4602 M11 FIRE PROTECTION FOR FREEZER — — 109- 101 -4600R M13R PLUMBING — FIRST FLOOR PLAN (REMOVAL) R 109 -101 -4600 M13 PLUMBING — FIRST FLOOR PLAN — — 109- 101 -4601R M19R HVAC — FREEZER FOUNDATION VENTILATION (REMOVAL) MECHANICAL PARTIAL PLAN AND DETAILS R -- 9- 101 —M453 M453 9- 101 —M587 M587 MECHANICAL SECTIONS AND DETAILS -- ELECTRICAL DRAWING NUMBER SHEET TITLE REV 9- 101 -1E80 1E80 208Y/120 VOLT POWER PLAN K' 9- 101 -1E89 1E89 208Y/120 VOLT POWER PLAN 9- 101 -1E134 1E134 480Y/277 VOLT POWER A' 9- 101 -1E139 1E139 480Y/277 VOLT POWER A 9- 101 -1E583 1E583 GROUNDING PLAN AND DETAILS -- 9- 101 -1E584 1E584 208Y/120 VOLT POWER & LIGHTING PLAN & DETAILS -- 109 - 101 -2001 E189 FREEZER POWER B 109 - 101 -2001 E190 EMERGENCY LIGHTS DRIVE —IN FREEZER B 109- 101 -2232 E8 SUBSTATION "C" PLAN & DETAILS H 109 - 101 -2232 E66 120/208 VOLT POWER — AREA "C" SOUTH H 109 - 101 -2232 E75 GROUNDING PLAN B 109- 102 -2001 E9 GROUNDING PLAN — FIRST FLOOR D 109- 102 —E4 E4 ONE LINE DIAGRAM A M2000-262 _FILE }OP __ I understand that the Plan Check approvals PROJECT SITE 157 -- SYM BOEING COMMERCIAL AIRPLANE GROUP FREEZER DEMOLITION & INSTALLATION DEVELOPMENTAL CENTER, BUILDING 9 -101 9725 EAST MARGINAL WAY SOUTH, TUKWILA, WASHINGTON 98108 ISSUED FOR CONSTRUCTION SCALE: NONE LOCATION IN REGION 0 REVISION 7 -127 O KING COUNTY AIRPORT OFFIE C CENTER (FAA) 99 EAST MARGINAL WAY CORPORATE PARK FROM SEATTLE — TACOMA AIRPORT ISSUED FOR CONSTRUCTION J #190106 - 8/10 FROM DOWNTOWN SEATTLE 599 TUKWILA 900 FROM KENT & AUBURN DEVELOPMENTAL CENTER BY HGI /DED APPROVED DATE 10.13.00 SYM EXIT 157 900 VICINITY MAP SCALE: NONE BUILDING 9 -101 LOCATION REVISION APPROVED DATE REVISIONS CA ICES SHALL BE MADE TO GP v,,`CF,K WITHOUT PI Ic n C',= TUKIV.LA EUII DI r,3 f FLAN hi: IcN I a. ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED re suUjec[ fn erYTIs ann omts :wm u nNN " 41 of plans does not authorize the violation of any adopted code or ordinance Receipt of con- tractor's copy of approved plans acknowledged. By M` 7 Date I G Permit No. 17.1 [ . Q. DRAWN P. TSCHERNEGA CHECKED DATE 10.11.00 SUBTITLE PROJECT SUMMARY THIS TENANT IMPROVEMENT JOB CONSISTS OF PARTIAL DEMOLITION OF A 90 FOOT FREEZER AND THE INSTALLATION OF A WALK —IN FREEZER. MECHANICAL WORK INCLUDES AN EXHAUST FAN, INTAKE DAMPER AND FIRE SPRINKLERS. UTILITY WORK INCLUDES SANITARY DRAIN PIPING AND A CONDENSATE DRAIN. CODE SUMMARY LAND USE CODE TUKWILA BUILDING CODES FLOOR AREAS: BUILDING FOOTPRINT BUILDING GROSS TUNNEL FIRST FLOOR MEZZANINE BUILDING HEIGHT STORIES OCCUPANT LOAD: HANDICAPPED REQUIREMENTS FIRE PROTECTION SEISMIC ZONE ,ERAPATF PFR?1RIT 1997 U.B.C., U.F.C., U.P.C., AND THE WAC 51 -20 AS ADAPTED OR AMENDED BY LOCAL ORDINANCES, AND COMPLIANCE WITH CITY OF TUKWILA ZONING. GROUP B AND GROUP F, DIVISION 1 (OFFICE AND FACTORY) OCCUPANCY GROUP CONSTRUCTION TYPE TYPE II, NON— COMBUSTIBLE SEPARATION 60 FEET (MINIMUM ALL SIDES) 713,829 1,116,306 50,910 713,829 55,689 295,878 111 FT. MAXIMUM 2 OVERALL (NO CHANGES) — JOB SPECIFIC +27 OCCUPANTS BARRIER FREE FULLY AUTOMATIC, F/S CLASS 1 SPRINKLERS THROUGHOUT 3 OrrY OF o A PERMIT CF_N1 c^ REQUIRED FOR: ❑ MECHANICAL Er/ELECTRICAL 551, -UMBI NG GAS PIPING CITY OF TUKWILA BUILDING DIVISION M2 w -2(02 ISSUED FOR CONSTRUCT Harris Group COVER SHEET SHEET A 10795 ION Inc. SYM STRUCTURAL GENERAL NOTES: CRITERIA: 1. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS AND THE UNIFORM BUILDING CODE (UBC), 1997 EDITION. 2. DESIGN LOADING CRITERIA: BUILDING PIT LIVE LOAD 75 PSF AUTOCLAVE FLOOR LIVE LOAD 125 PSF OR 3,000 LB CONCENTRATED LOAD WIND 80 MPH, EXPOSURE "B" 1 =1.0 EARTHQUAKE ZONE 3, R =5.6 1 =1.0 SITE SOIL TYPE SE, Ca =0.36, Cv =0.84 SEE DRAWINGS FOR ADDITIONAL LOADING CRITERIA 3. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITH THE OWNERS REPRESENTATIVE. IN ADDITION CONTRACTOR SHALL PERFORM ALL WORK IN A MANOR THAT WILL NOT INTERFERE WITH OWNERS ONGOING MANUFACTURING PROCESS. 4. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE BASED EITHER ON SITE OBSERVATION, ORIGINAL DRAWINGS OR WERE ASSUMED BASED ON EXPECTED CONDITIONS. IF THE EXISTING CONDITIONS DO NOT CLOSELY MATCH THE CONDITIONS SHOWN ON THE DRAWINGS, OR IF THE EXISTING MATERIALS ARE OF QUESTIONABLE OR SUBSTANDARD QUALITY, NOTIFY THE ENGINEER PRIOR TO COMMENCING ANY WORK. 5. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE DRAWINGS. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE WORK. 7. CONTRACTOR- INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. 8. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ENGINEER. 9. SHOP DRAWINGS FOR REINFORCING STEEL, AND STRUCTURAL STEEL SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION OF THESE ITEMS. 10. SHOP DRAWING REVIEW: DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE ENGINEER OF RECORD, AND THEREFORE MUST BE VERIFIED BY THE CONTRACTOR. THE CONTRACTOR SHALL REVIEW AND STAMP DRAWINGS PRIOR TO REVIEW BY ENGINEER OF RECORD. SUBMITTALS SHALL INCLUDE A REPRODUCIBLE AND ONE COPY. THE REPRODUCIBLE SHALL BE MARKED AND RETURNED. SHOP DRAWING SUBMITTALS PROCESSED BY THE ENGINEER ARE NOT CHANGE ORDERS. THE PURPOSE OF SHOP DRAWING SUBMITTALS BY THE CONTRACTOR IS TO DEMONSTRATE TO THE ENGINEER THAT THE CONTRACTOR UNDERSTANDS THE DESIGN CONCEPT BY INDICATING WHICH MATERIAL IS INTENDED TO BE FURNISHED AND INSTALLED AND BY DETAILING THE INTENDED FABRICATION AND INSTALLATION METHODS. IF DEVIATIONS, DISCREPANCIES, OR CONFLICTS BETWEEN SHOP DRAWING SUBMITTALS AND THE CONTRACT DOCUMENTS ARE DISCOVERED EITHER PRIOR TO OR AFTER SHOP DRAWING SUBMITTALS ARE PROCESSED BY THE ENGINEER, THE DESIGN DRAWINGS SHALL CONTROL AND SHALL BE FOLLOWED. GEOTECHNICAL: 1. FOUNDATION DESIGN IS BASED ON "REPORT OF FOUNDATION INVESTIGATION, PROPOSED AUTOCLAVE, 9 -101 BUILDING" BY GEOENGINEERS, INC., DATED MARCH 16, 1981. 2. FOR DETAILED PILE REQUIREMENTS, SEE FOUNDATION DRAWINGS. SPECIAL INSPECTION: SPECIAL INSPECTION IS REQUIRED FOR THE FOLLOWING IN ACCORDANCE WITH THE BUILDING CODE SECTION 1701: INSTALLATION OF ANCHOR BOLTS, PLACEMENT OF REINFORCING STEEL, CONCRETE, THREADED SPLICING OR WELDING OF REINFORCEMENT WHERE PERMITTED, FIELD WELDING, EXPANSION ANCHORS, ADHESIVE ANCHORS, HIGH STRENGTH BOLTING AND EPDXY DOWELS. SPECIAL INSPECTION SHALL BE PERFORMED BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE OWNER. THE STRUCTURAL ENGINEER SHALL BE FURNISHED WITH COPIES OF ALL INSPECTION REPORTS AND TEST RESULTS. SPECIAL INSPECTION PROGRAM: 1. PLACEMENT OF REINFORCING BARS IN CONCRETE PERIODIC SPECIAL INSPECTION 2. MECHANICAL COUPLING OF REINFORCING BARS CONTINUOUS SPECIAL INSPECTION 3. PLACEMENT OF ANCHOR BOLTS IN CONCRETE PERIODIC SPECIAL INSPECTION 4. PLACEMENT OF CONCRETE CONTINUOUS SPECIAL INSPECTION 5. EPDXY ANCHORS INTO CONCRETE CONTINUOUS SPECIAL INSPECTION 6. SINGLE PASS, FILLET WELDS NOT EXCEEDING 5/16" PERIODIC SPECIAL INSPECTION 7. MULTI -PASS WELDS AND FULL PENETRATION WELDS CONTINUOUS SPECIAL INSPECTION 8. HIGH STRENGTH BOLTING PERIODIC SPECIAL INSPECTION 9. EXPANSION ANCHORS IN CONCRETE CONTINUOUS SPECIAL INSPECTION 10. PILE INSTALLATION CONTINUOUS SPECIAL INSPECTION REVISION ISSUED FOR CONSTRUCTION 0190106 -08/10 BY HGI /RSM APPROVED DATE 10.13.00 SYM AUGERCAST PILING 1. AUGERCAST PILING SHALL HAVE A CONCRETE GROUT SPECIFICALLY PROPORTIONED FOR THIS USE. GROUT SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 4,500 PSI. GROUT MIX TO BE APPROVED BY THE ENGINEER OF RECORD. 2. SIZE AND TIP ELEVATIONS ARE CALLED OUT ON THE DRAWINGS. 3. CONTINUOUS CENTER BAR TO BE PLACED FOR THE FULL LENGTH OF THE PILE. THE BAR MAY BE SPLICED WITH THREADED OR MECHANICAL COUPLINGS WHEN NECESSARY. REINFORCING CAGES SHALL HAVE EFFECTIVE SPACERS TO CENTER CAGE IN SHAFT. 4. MONITOR GROUT PUMPING WITH A PRESSURE GAGE. MAINTAIN A PRESSURE OF APPROXIMATELY 100 PSI BY REGULATING AUGER WITHDRAWAL RATE. SUDDEN DROPS OF PRESSURE IN EXCESS OF 50 PSI MUST BE INVESTIGATED FOR CAUSE AND MAY BE A BASIS FOR PILE REJECTION. 5. MONITOR THE VOLUME OF GROUT PLACED VS THE THEORETICAL VOLUME OF THE SHAFT. A MINIMUM OF 110% OF THE THEORETICAL VOLUME SHOULD BE PLACED. NOT ACHIEVING THIS MINIMUM PERCENTAGE MAY BE REASON FOR PILE REJECTION. 6. CONTINUOUS OBSERVATION OF THE PILE INSTALLATION IS REQUIRED BY A GEOTECHNI.CAL ENGINEER TO ASSURE THAT THE PILE CAPACITIES ARE OBTAINABLE. THIS ENGINEER WILL BE PROVIDED BY BOEING. 7. TOLERANCES: HORIZONTAL 4" FROM SPECIFIED LOCATION. VERTICAL MAX OUT OF PLUMB 1/4" IN 12 ". CONCRETE: 1. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH UBC SECTION 1905 AND ACI 301. MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS = 4000 PSI. SLUMP RANGE = 3 " -5" (BEFORE ADDITION OF HIGH RANGE WATER REDUCER) MAXIMUM WATER - CEMENTITIOUS RATIO BY WEIGHT SHALL BE 0.45. SUBMIT STRENGTH TEST DATA AND MIX DESIGN TO THE STRUCTURAL ENGINEER FOR REVIEW A MINIMUM OF TWO WEEKS PRIOR TO PLACING ANY CONCRETE. THE MINIMUM AMOUNTS OF CEMENTITIOUS MATERIAL MAY BE CHANGED IF A CONCRETE PERFORMANCE MIX IS SUBMITTED TO THE ENGINEER AND BUILDING OFFICIAL FOR APPROVAL TWO WEEKS PRIOR TO PLACING ANY CONCRETE. THE PERFORMANCE MIX SHALL INCLUDE THE AMOUNTS OF CEMENT, FINE AND COARSE AGGREGATE, WATER AND ADMIXTURES, AS WELL AS THE WATER - CEMENT RATIO, SLUMP, CONCRETE YIELD AND SUBSTANTIATING STRENGTH DATA IN ACCORDANCE WITH ACI 318 -95, CHAPTER 5. THE USE OF A PERFORMANCE MIX REQUIRES BATCH PLANT INSPECTION, THE COST OF WHICH SHALL BE PAID BY THE GENERAL CONTRACTOR. REVIEW OF MIX SUBMITTALS BY THE ENGINEER OF RECORD INDICATES ONLY THAT INFORMATION PRESENTED CONFORMS GENERALLY WITH CONTRACT DOCUMENTS. CONTRACTOR OR SUPPLIER MAINTAINS FULL RESPONSIBILITY FOR SPECIFIED PERFORMANCE. ALL CONCRETE WITH SURFACES EXPOSED TO WEATHER SHALL BE AIR - ENTRAINED WITH AN AIR - CONTENT OF 5 %. NOTIFY OWNER AT LEAST 3 DAYS BEFORE EACH CONCRETE POUR. FOUR TEST CYLINDERS SHALL BE MADE FOR EVERY 100 CUBIC YARDS OF CONCRETE POURED. THEY SHALL BE TESTED IN ACCORDANCE WITH ASTM C39 BY A TESTING LAB. 2. REINFORCING STEEL SHALL CONFORM TO ASTM A615, DEFORMED BARS (INCLUDING SUPPLEMENT S1), GRADE 60. fy = 60,000 PSI. 3. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE WITH AC1 315 -92 AND 318 -95. LAP ALL CONTINUOUS REINFORCEMENT WITH CLASS "B" SPLICE. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS OTHERWISE NOTED ON THE DRAWINGS APPROVED BY THE STRUCTURAL ENGINEER. 4. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: FOOTINGS AND OTHER UNFORMED SURFACES CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" FORMED SURFACES EXPOSED TO EARTH l (i.e. WALLS BELOW GROUND) OR WEATHER ( 6 B ARS OR LARGER) 1 1/2" COLUMN TIES OR SPIRALS AND BEAM STIRRUPS 1 1/2" SLABS AND WALLS (INTERIOR FACE)....GREATER OF (BAR DIAMETER PLUS 1/8 ") OR 3/4" 5. CONCRETE SURFACES SHALL BE SMOOTH AND EVEN AND NOT VARY MORE THAN 1/8 INCH IN 10 FEET FROM TRUE PROFILE. A SURFACE VARIATION OF MORE THAN 1/8 INCH SHALL BE GROUND OFF. CONCRETE FINISH SHALL RECEIVE A SMOOTH TROWEL FINISH. 6. APPLY COMBINATION CURING AGENT /SEALER ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. USE SONNEBORN KURE -N -SEAL 0800 OR APPROVED EQUAL. CEMENT GROUT: 1. NON- SHRINK GROUT FOR USE BELOW BASE PLATES, EQUIPMENT BASES ETC., SHALL CONFORM TO MASTERFLOW 928 BY MASTER BUILDERS, OR EQUIVALENT. REVISION 8Y APPROVED DATE DOWELS: 1. LOCATE HOLES IN EXISTING CONCRETE TO MISS MAIN REINFORCING BARS, STIRRUPS, AND EMBEDMENTS. THIS MAY INVOLVE RELOCATING DOWELS FROM POSITIONS SHOWN. NOTIFY THE OWNER OF ANY DOWEL RELOCATIONS. PRIOR TO DRILLING HOLES, FIELD VERIFY AND MARK THE LOCATION OF NEARBY EXISTING REINFORCING BARS, STIRRUPS, AND EMBEDMENTS USING A PACHOMETER. IF THEY ARE HIT DURING DRILLING, IMMEDIATELY NOTIFY THE OWNER. 2. DRILL HOLES USING A PERCUSSION -TYPE DRILL WITH SINGLE CHISEL -TOOTH BITS. USE DRILL RODS WITH A HOLLOW STEM THAT IS CONTINUOUSLY FURNISHED WITH OIL -FREE AIR TO REMOVE CUTTINGS. DO NOT CORE DRILL UNLESS REVIEWED BY THE OWNER. 3. DRILL HOLES STRAIGHT AND TRUE, AT RIGHT ANGLES TO THE SUPPORTING MEMBER UNLESS OTHERWISE SHOWN. 4. EPDXY GROUT: "HIT HY -150" ADHESIVE MANUFACTURED BY HILTI. USE FOR ANCHORING DOWELS TO EXISTING CONCRETE (AT LEAST 28 DAYS OLD). 5. CLEAN AND PREPARE HOLES IN ACCORDANCE WITH THE EPDXY MANUFACTURER'S RECOMMENDATIONS. AS A MINIMUM, BLOW COMPRESSED, OIL -FREE AIR FROM THE BOTTOM OR INSIDE OF HOLE TOWARDS THE SURFACE. 6. DRY AND CLEAN DOWELS OF CONTAMINANTS (DIRT, RUST, MILL - SCALE, OIL, GREASE, ETC.) AND PROTECTIVE COATINGS. CONTACT THE OWNER PRIOR TO PLACING EPDXY IF STANDING WATER CANNOT BE ELIMINATED FROM HOLES. 7. SHIM TO KEEP DOWELS CENTERED ON THE HOLES AND NOT RESTING AT THE BOTTOM OR SIDE OF THE HOLE. 8. PRESSURE GROUT ALL HOLES DEEPER THAN TWO FEET. CONSULT THE EPDXY MANUFACTURER FOR THE PROPER TECHNIQUES TO PRESSURE GROUT AND SUBMIT TO THE OWNER FOR REVIEW PRIOR TO PLACING THE EPDXY. 9. FILL EACH HOLE WITH A SUFFICIENT AMOUNT OF EPDXY TO COMPLETELY SURROUND THE DOWEL AND ALLOW A SMALL AMOUNT OF SPILLAGE AFTER THE DOWEL IS COMPLETELY INSERTED INTO THE HOLE. INSERT THE DOWEL AFTER THE EPDXY IS PLACED INTO THE HOLE. BREAK OFF AND REMOVE SPILLAGE PRIOR TO PLACING CONCRETE. 10. REMOVE ALL MOUNTING HARDWARE FOR DRILLING AND REPAIR THE EXISTING STRUCTURE BEFORE PLACING CONCRETE. EPDXY ANCHORS 1. EPDXY GROUT: "HIT HY -150" ADHESIVE MANUFACTURED BY HILTI. USE FOR ANCHORING THREADED ROD ANCHOR BOLTS TO EXISTING CONCRETE THAT HAS CURED A MINIMUM OF 28 DAYS. 2. THREADED RODS: ASTM A 193, GRADE B7 3. FOLLOW APPLICABLE INSTALLATION PROCEDURES LISTED UNDER SECTION ON DOWELS. STEEL: 1. STRUCTURAL STEEL DESIGN, FABRICATION, AND ERECTION SHALL BE BASED ON THE LATEST EDITIONS OF THE A.I.S.C. SPECIFICATIONS AND CODES: A. SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS - ALLOWABLE STRENGTH DESIGN (ASD). B. CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES, AMENDED BY THE DELETION OF THE FOLLOWING SENTENCE IN PARAGRAPH 4.2.1: "THIS APPROVAL CONSTITUTES THE OWNER'S ACCEPTANCE OF ALL RESPONSIBILITY FOR THE DESIGN ADEQUACY OF ANY DETAIL CONFIGURATION FOR CONNECTIONS DEVELOPED BY THE FABRICATCR AS PART OF HIS PREPARATION OF THESE SHOP DRAWINGS." C. SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS. 2. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: TYPE OF MEMBER ASTM SPECIFICATION A. PLATES, SHAPES, BARS AND RODS (UNO) B. WIDE FLANGES C. STRUCTURAL TUBING D. PIPE E. CONNECTION BOLTS (UNO) A36 A992 A500 (GRADE B) A53 (GRADE B) A325 -N 3. ALL A325 CONNECTION BOLTS SHALL BE APPROVED SELF LOAD INDICATING TYPES (SUCH AS BETHLEHEM LOAD INDICATOR BOLTS), AND SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. 4. ALL WELDING SHALL BE IN CONFORMANCE WITH A.I.S.C. AND A.W.S. STANDARDS AND SHALL BE PERFORMED BY W.A.B.O. CERTIFIED WELDERS USING E70XX ELECTRODES. ALL WELDING OF ASTM A992 STEEL SHALL BE PERFORMED USING LOW HYDROGEN ELECTRODES. ONLY PREQUALIFIED WELDS (AS DEFINED BY A.W.S.) SHALL BE USED. FILLET WELDS SHALL BE INSPECTED BY VISUAL INSPECTION. ALL FULL PENETRATION WELDS SHALL BE INSPECTED BY ULTRASONIC TESTING OR BY OTHER APPROVED EQUIVALENT METHODS. 5. STRUCTURAL STEEL SHALL BE SHOP PAINTED WITH TWO COATS OF SHERWIN WILLIAMS "DTM ACRYLIC PRIMER /FINISH FOR A TOTAL DRY FILM THICKNESS OF 5 MILS. APPLY IN ACCORDANCE WITH STEEL STRUCTURES PAINTING COUNCIL (SSPC) STEEL STRUCTURES PAINTING MANUAL. PREPARE SURFACES ACCORDING TO SSPC - STEEL PREPARATION NO. 2. MASK OFF AREAS TO BE FIELD WELDED AND FIELD COAT AREA AFTER WELDING. M2000 -262 ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED DRAWN J. TU CHECKED ENGINEER 09.20.00 SUBTITLE TITLE STEEL FORM DECK 1. STEEL FORM DECK SHALL BE 20GA. , B FORMLOK MANUFACTURED BY VERCO OR APPROVED EQUAL. MATERIAL TO CONFORM TO ASTM A446 GRADE A, WITH ASTM A525 G60 COATING. 2. ALL SHEETS TO BE LAID OUT SO THAT EACH SHEET IS A MINIMUM OF TWO SPANS CONTINUOUS. BLOCK OUT HOLES BEFORE PLACING CONCRETE BUT LEAVE FORM DECK IN PLACE. CUT FORM DECK AFTER CONCRETE HAS CURED. 3. WHERE FORM DECK CROSSES A STRUCTURAL MEMBER, PUDDLE WELD EVERY OTHER FLUTE WITH 1/2" WELD TO SUPPORTING STRUCTURE. WHERE FORM DECK RUNS PARALLEL TO A STRUCTURAL MEMBER PROVIDE A 1/2" PUDDLE WELD OR 1/2" x 3" SHEAR STUDS AT 9" O.C. 4. FOLLOW MANUFACTURERS RECOMMENDATIONS AND DETAILS. STRUCTURAL GENERAL NOTES a� co Lp°0 ISSUED FOR CONSTRUCTION g5CP CURRENT REVISION SHEET SYMBOL new) Harris Group Inc. 10795 „AM A) , aTY o PERMIT GENTEF, DATE NIP AVAINIMPIRMIWAINIPAIAIIr fL I i 1 I -4 I EX/5T. 8IdC.O. APPIROX. I f l )t., /O BE PA VEMENT I ( ct , ‘r) I ,INV. 9 .44 (PES /GIJ) I 12 ; N 56,6.0 ' I , C pl E 475.0 ,1 21\ 1 I I I I °-I ' I ea/v.5 ../O /%/7 Es) DE2 4. BOLTS l ¢ JO /NT — Sx / RFii /L NEW 5 /4 EXPJr 4 -i o" 3Ox9bL. RECESS GRADE. SEA 20 0 "( ±) ( 5 PANELS) For Z DCbR NeA TER NEW C.5. INSTALL AT LOW PO /NT /A/ PAVEMENT lNV. NEw 8 "0 PIPE (oUT) EL. 9.54 (5E5 STORM DRAIN NOTES THIS oWG 54' -4 2 REMOVE 2 PANELS UP TOW-2% AEVFLIi 1 - • 5 a " 0 , 5 •.50 /(vE5 E5 55 -o 8 "CONCRE7E COMPRE PAD G u CONC. CURB WALL C ' FREEZER WALL _CAW CUT E X /5T.5 /LL WALL EXT" FAG6 MET s/D /,U6, - 2,_. FRAMES BELOW DRAWN }y CHECKED `Am.r m•∎��iAv��.■mr4w.■vAw4∎/,I rA•Amm mi ed• Aw•I•Amos•IrA/��� `� //∎'��e1wA•�.IJiv/ArI.%rAri r.V.viw ∎7l — .aggrAgwelumm∎Arer∎warAmwarA A7 ∎r—' A'10rAwA:wrwr.wcwolwi armuv!aminNt*r NO" 011Y4 • r6"..,R A / /3 i216," /2iG,y SURTITLE END OF Ex / s7 RA /L REVISION APPROVED DATE ® ®® I SSUED FOR CONSTRUCTION Ji 190106 8 REVISIONS BY Harris Group Inc. REVISION'S ONLY APPROVED , DATE PRO.ffCT /pc /po/t.l 10-04 -00 1 079 5 RESP ENCR: R MCNIESH DRAWN BY: 3 Pa SUPV: DSCN CURD BY: FMK LAST REVISION 0 . C -I4 /0 /s // /25 (5 /DES EATS % ) 5 //2 S N / / S‘ / / 8" SIN 3 S ECTIOH /f///z / 8 6 R oovc -� 8 "x l RE -.BAR :WELD TO SPACER / 2 p z X 3 r7.BOLTSC4!O o. RA /L TO BE ETR4 /4"//T4 7 OLEARA/CE -18"/N /O -O' ' C TOTAL RA /L LE//47 TO BE FAf32 /GA7 /N 2O -7 " LENGTHS 4 SPACER 8M. ae C E 6- O "O.C: —TACK /NEL17 97 P/7EEZER PLAN - FREEZER FOUNDATION SCALE: I /Alt 1 o1 /A/5UL AT /0A/ TOP OF SLAB OR DEG/ UKL ; LG w0. BLOCK @ 6Lo" d. /VAX. 3x x /2 WD F3LO CK(BOLT TO SIQL OR DECK l / RAIL SUPPORT DE'TA /L 3' = /LO NOTE 5 STORM DRAIN /. ALL .5"01-11'E SHALL BE OP CAST IRON CONFORMING W /A5TM A 74 -75. P2 EMOVE 0 REPLAC F A LL EX I ST e PIPE IF NOT 0.11. 2. REMOVE EX /5T. a"0 CLEAN OUT EL 50W. /PLACE W /B "93 "7-BRANCH C.O. 5- INSTALL AIEW PRECAST CONC. CATON 5.45/N AT LOW POINT IN p4 VE/SE/JT 41_ 4., CATGNBA5/N C.I. EPA ME &GRATE SHALL BE NBEAIAH R-3459C OR EQUAL /2 LA6 BOLTS S. LOCATIONS tt/,VVEIRT.S GIVEN ARE PER DESIGN. ACTUAL FIELD LOCATIONS e /NVEA?TS MAY DIFFER. ❑ AUBURN, WA. 98002 ❑ EVERETT, WA. 98201 ❑ KENT. WA. 98031 401- • ASD.. NDiEIm. A� cad loon swrcr of U< wmr wea nr, bem .,rarnee'md r,emtl. lo"nq mnledm wre not mscowee Inwl ww,le be e„arca n ae c sWcllon of thb praNd Da not rniorc damage a dlslwb my asbnlas motenel adpcmt to the rock weo %ewe emlml Bwng Fo 1111es Depwlmml If asbestos cnloXFq malerid is damaged w dlscovwed Thal. fs requintl la be removed to mppwl rwk me lo9o'mq matwids n Ue weas odjocnt to "' jcb are aswmetl to be posilirc fw asbestos: p� Nwlalbn ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE CHECKED //2 LE lo o V P ACE OF WALL CONSTRUCTION NOTES REMOVE EXISTING FREEZER WALLS AND ROOF BACK TO CONSTRUCTION JOINT IN FREEZER FLOOR. REMOVE TWO WALL PANELS UP T610 AVE FREEZER FINISHED FLOOR AS 51-10W REMOVE AO REPLACE GWB AROUND FREEZER WALLS AS REQUIRED FOR NEW FLOOR CONSTRUCTION. ADD GWE. WALLS AS REQUIRED TO CLOSE SPACE BETWEEN FREEZER WALL AND EXISTING GWB WALL, MATCH EXISTING WALL CONSTRUCTION REMOVE RACKS ALONG SOUTH WALL AND DELIVER TO LOCATION PE5IGNATED BY BOEING. P0 ND NOT BUILDIN DISTU RB FLASHING BETWEEN FREEZER REMOVAL CATV 111011A AS nv[in PLAN - FREEZER FOUNDATION In lit mole± e_ini AMAII =Y Al TFRATICINS RAI L - EX /S'T. Pala aoriovi • 4 S T/M /4 "GM wk p i t r> n) 1 Rote SHEET F- I Fmr LEAN LONG, M2OOO262 RECEIVED C fl' OF TUKWILA PERMIT CENTER ISSUED FOR CONSTRUCTION S 4/ 7 4.46 A r IVO LI R_AT 7AP � NMI EMI T1 -1 EI2 �1 .- L itt ..•,..�� /Z I`!IGI� TOMP5 4L4121 G11 L�Gil:h -!P GorinaFJti11-1G1 UNI 1-141 e, 36 •'25 95 -1-5 1 i REMOVAL NOTES: 1 REMOVE ALL REFRIGERATION PIPING AND COIL PAN DRAIN LINES IN EXISTING FREEZER. REMOVE PIPING BACK TO CONDENSING UNITS AS SHOWN. S WtATOM f4rSEt; Der.S,p SA66 - TMSol. REMOVE REFRIGERATION SYSTEM CONDENSING UNITS AND ALL ACCESSORIES. REMOVE EVAPORATOR UNITS, HANGARS AND ALL ACCESSORIES. 4 REMOVE ALL BOOSTER FANS, HANGARS AND ACCESSORIES. k4.611-1 ...__ F312aA1.4 2 100 '8MP 14 3w .12o /0d0 v v 10 Kv4 1V0/ I 4' 3W I/2 "• ' -"10 GU r1o/ I faLE [ 10 I POLE 12oi l raLm j _ ^� 4 � , � 1 90/ 1 . 6"1A s 'J"'7'Q 20/ I POLE a° 7 � ! iY1/ I A?!-E 1 A / A L.b/I FbLEJ r7 1441'X1 — fiWA/4/de PI'TRI13UT1011 1 .&No TI2pl- lit✓vI N0T 1,r:E I-I U4a-i4Ar1I nFzhAvI 4+1ET 2 of 2 , rap 1 FRIGIE1241 104 ' oeLE F 421 -411 'o' I I" x eY2' - k DISCONNECT AND REMOVE LIGHTING, JUNCTION BOXES, RECEPTICLES, CONDUIT AND WIRING BACK TO SOURCE AS INDENTIFIED. © RELOCATE OR REMOVE ELECTRICAL PANELS AND TRANSFORMER AS PER DRAWINGS 9- 101.1E89 AND 9- 101 -1E39. M2000 -262 Mo 0 f )•e t'il(.1,6. 0).1t a, (;%"76 12I G--1SL 4 &H 512 1-: .: • r�l.� ( Fb I /.4 ". I -od •460v 3d' 3.0.0 .Ibov 34' 27.34 - 46ov 34' 3.0A -460v 3d' 27.34 Iv0, I I/3 N.P. 64t4-1 120v 14' 10.04 12av 1 1' '20. o.A 1 90v I'F 120v 14' 120v Id' 120v 14' 15.0A .4 'ov 3+ 51.04 4b0v 3+ 51.04 RRUN To GoI -lty. UNIT Gal.-111%12i- I'44.-1EL VzUIJ To GOJD. UNIT e4 7201, ' P4►f.16 c�ne �r r - 1 2660 d "y' fYa$4 - hm hem mnducled and mbatos eoi'A9l dhrnared Ihol gould be Mwlwd F the ojesl De not snore, damage a driab..my sbeslos molerial adpeml la the naM aeo, %ease conlocl BoeFq Fo lilln Oryerlmml if asbalm cenlalning melald b damaged a dlemvaed (hot h requhed to be removed to mppart .ark me lona.ing molaials F the aem adjxml la Ihle job ae aswmed to be pmillm la asbestos: Plpe McWalbn 0 0 , 072 of y 0 = 4 K CC 0 Cc G H rn < 0 d ti 4 CD X Z l O H 0 a W z . C7 1 W. h a W• z 'U .L a w RMIT Cexi OCAT E % "RWL 4. NEW 6' i r NEW GUARD RAIL SEE DETAIL M 1 3 I, 2' -6- TIE N ` "- INV. ' W11 V.EL 9.33 M -1 M- 10 . 5 , 1 '7P 'fr. 1 . 4'- 9 ")"le- 6 A ' -3" =' Ai ��� R SYR COMMUNICATION DUCT BANK NH 3T (5106 -TCA) SECTION B SEE DWG 107- 000 - 2000 -E -2 J BLDG. 9 -120 LC) 00 COo SAN NEW 6 EL P12.07' °CO 4 "STS 12' -0" ABANDON IN PLACE INVERT 9.00 4'RWL INV.EL 9.0' 2.32' INV.EL. 12.50' aar INV.EL. INSTALL u , r STAT »4 REVISION 3- 6'W -- — 3W - - - - -- I T— REMOVE G/0 GONOENSER rf -D INSTALL SUMP PUMP PER JOB* 91045$ -02 EL.10.15' (EL 11.25' -- MAN HOLE - 0HG2 INV.EL. 2.36' - NEW 21" TIE IN ,..., ABANDON INV.EL N PLACE 9.76' CAP /2(x•4 t - B --SAN yF OFE — , _ - - I -- MH � -I 6 STS \ rr I L I NV.ELI ]NV .EL i ' J ' 9 9.76' f (T EL. 11 25' s Imo .87' — ' - - -- —III II — TIE IN INV.ELl I II -I II 9.75' INV.EL.I 10.9' ' c' r INV.EL. III 11.9'- NEW 6 "CW I \ I i TIE IN-1 1 z a I Q o 6" — - -B- -SAN— T I I IIVV EL 0.41 INV.EL. 7 . o - ...0' _.;1 J 21 .3 N � I I l 1 1 I I N G V5A1- BY DMV O �. K.P. L_ INV.EL. i I I 12.50' i CB APPROVED AC, 0VBJ.163C DATE 1- 04 -.1I I.8 A N —NEW 12" STS �� •I SAN 6 „ / �: i I I II INV.EL. Il 1� e 3.61' J i� _J / \ / / /// YAEW1 `\ '\ SLOPE 108 „7% S I I I i i :'.'fl i 6 " RISER if — I INV.EL. PIV k� 17.0' II I I 6 " STS - I - SYN 0 0I 1 1NVLK1 EL. 0.9' NEW !0 "STS N -1 TIE -IN NEW 4 "RWL INTO EXIST LINE FROM FROM CATCH BASIN (DETERMINE INVERT AT TIME OF INSTALLATION) 4" 2' -0" INV.EL. 12.5' INV.EL. 9.0' (TYP 2 PLCS) VA POR12 ER G I FOR CONTINUATION BE DWG.109- 102 -4001- 4 EL.12.0' M -1 0 -3 INV.EL. REVISION REVISED DIMENSION ADD AUTOCLAVE PIT AND DRAINAGE PIPING y INVEKI LL. 11' -U" (3 PLCS) F - -- IE IN / E - FOR COMPRESSED M: i M_ AIR ONLY I- I FOR CONTINUATION SEE AUSTIN DWG NO 109 -101- 4594 -M4 ' 8 "FIRE RISER (NO ID)) VA POR'Z PB 3 "CONDiIT (ABANDONED) 18 "x12" REDUCER INVERT 3 10 4 "RWL FOR CONT SEE DWq 109 -0001- 4970 -M5 6 "DW (ABANDONED) 2 " Sint S (6ALV.) BLDG. ( FLOOR EL. 6 CO STS-------0--- REMOVAL BY APPROVED 3' -0" CO (NEWS, INVERT 3 00 DATE lEE ENT NUR GM 10.10.87 TEE [HT RIOT GM 9.14.87 TIE IN `) 6" WATER LINE UP 9 -10.2 5' -5 3/4 ") 4 BLDG. 9 -101 4 "STORM DRAIN CONNECTED TO DOOR TRACK FRAME , ODES vIAPI{{2AWM 35910716 PUMP "A/ILPEN PIT FLOOR ELEV.B' -4" IIPVG 2' 0 "± I I PUMP Sl1 p at � I 12"( NEC `) /7//7 2/ 7711/7/r -' r- — I '"y' Ale C ® ( I POMP SUCTION - r5 `) `m) C®) C) �) `) \ 0 3' -0 "± I C) d STS C OCO 0 `) E) C) IWERT 4.20 PIPE TRENCH (EXISTING) PLAN VIEW SCALE: 1/8 " =1' -0" ❑ AUBURN, WA. 98002 ❑ BELLEVUE, WA. 98007 ❑ EVERETT, WA. 98201 1 EXIST. 18" SLAB (T.O.C. 14' -0" BELOW FINISHED GRADE) ABANDON IN CUT AT FLOOR AND CO \ PLACE FILL WITH CONCRETE 6" STS • ASBEST S Na1I UMM: A 9 ta'nl " I"Wlywmina &male or disturb any t duo voWd be slhe los om etmcton of lhh praLob not rm,ove, osbmlas neita l udpcent to the No eo. Pleue r B ng F a N P M required it sb l 1 n9 I "I I d"naged a dls d N h t b ved w l PP 1 «k Re tot owing moteriol Me woos odp ml to Ihh Pb we =mod 1 b P live for o b t Pipe Msutobo" IR `) a FJ-1 �) `) INVERT 4.02 `) E) `) `) 0 0 `) ;) `) TOP OF RIM/ EL 15.5 REDUCER 20.5 32' -0 "t CONDENSING COIL f TIE IN cSAN TIE IN / REFRIG RATION PIPING CO EXISTING FREEZER INV.EL. 9.44' INV.EL. 9.54' 21J 5.49' 1 ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY !DEPT. RATE T.VIPAND CHECKED ENGINEERED BY I.E ACRETI 1 fr1PCES5ED AIR SOB PWhe O'NJTRAGT CLYt' -D DW6. 10 I - 1 041- DATE 4'RWL PILING (REF) SEE STRUCTURAL DWG.109- 101 - 1746 -52 FOR LOCATION. - =26" SAN( ABANDON). - 14 "SAN INV.EL. 8.60' — COMPRESSOR PAD SEE DWG.109- 101 - 1623 -FI ISSUE FOR CONSTRUCTION APPROVED TKN VE DRP:WN: CHECKED: SAL TITLE LEGEND: 00 DATE )0 - 16 - 00 ENGINEER: SAL NOTES: REVISIONS BY Harris Group Inc. REVISION V ONLY - -- EXISTING PIPING NEW PIPING REMOVAL NOTES: o ( REMOVE CLEAN -OUT (C -0) AS SHOWN. REMOVE ALL REFRIGERATION PIPING AND DRAIN LINES ON EXTERIOR OF FREEZER. REMOVE PIPING BACK TO CONDENSING UNITS AS SHOWN. c� ✓ REMOVE REFRIGERATION SYSTEM CONDENSING UNITS AND ALL ACCESSORIES. m 14 REMOVE APPROX4•0 FEET OF GUARDRAIL AND GUARDRAIL POSTS. REMOVE BACK TO FLAG NOTE 4 AS SHOWN ON THE DRAWING. SEE DRAWING F -1 R (J #190106.02) FOR PAD REMOVAL DETAILS. PROJECT 00 - 1095 CHECKED: RECORD DRAWING DETAIL SCALE: 1' -0" C1iY APPPR0VED DEC - 1 ODOR AS NO lb BE &C ENGINEERS mmTrra NEW AND RELOCATED UNDERGROUND UTILITIES COMPOSITE HEFT M31 SVM REVISION L_J BY APPROVED DATE SYM REVISION SECTION SCALE: %¢"n1 =0` ti4 PURE PROTECTION PLAN AT FREEZER LEVEL 6 GALE : %8•.I -O' APPROVED DATE CONN. NEW 3" TOExIST. S" MAIN, REMOVAL • CA/`II ITICC nCDARTRAFAIT IYi Ea f lu miiif i E u onnimairsim 1 imml,===cm loctimmommond or REMOVAL L NOTES: REMOVE ALL EXISTING FIRE SPRINKLERS, - ASSOCIATED PIPING AND HANGARS WITHIN FREEZER AS SHOWN. REMOVE ALL PIPING FROM FREEZER BACK TO DRY VALVE. REMOVE DRY VALVE, AIR COMPRESSOR AND ALL ACCESSORIES. REMOVE BACK -UP PLANT AIR PIPING BACK TO MAIN FEEDING COMMON AIR DRYER. CAP OR PLUG AIR PIPING. ® REMOVE 3 -INCH FIRE RISER BACK TO TRUSS LEVEL AS SHOWN. REMOVE 2 % INCH FIRE RISER DOWN TO PIT LEVEL AS SHOWN. REMOVE ALL EXISTING FIRE SPRINKLERS, ASSOCIATED PIPING AND HANGARS WITHIN PIT. . © SEAL ALL EXTERIOR PIPING PENETRATIONS -WEST OF THIS FLAG NOTE. FABRICATE AND INSTALL . GALVANIZED SHEET METAL FLASHING. SEAL EACH PATCH WEATHER TIGHT. SEE rip W4U palavenio4 DETAIL, S ET 1A O I ; PET, S. 7 CONTRACTOR SHALL NOTIFY BOEING FIRE DEPARTMENT 24 HOURS PRIOR TO START OF WORK. DATE CHECKED REVISIONS BY Harris Group Inc. ® REVISION "R" ONLY ❑' AUBURN, WA. 98002 j S ❑ EVERETT, WA. 98201 fs`��'""Q"�9ti ❑ KENT, - - ^ WA. 98031 4 ,..a FIRE: PROTECTION PLAN AT PIT LEVEL SCALE: %g' ACCEPTABILITY THIS DESIGN ANC /OR SPECIFICATION IS APPROVED APPROVED BY [DEPT 40'- o" • ASBESTOS NUIIFICA110N: A good 16..' ey of t •«k mea ha been cmNaled and asbeelm am tama q mat «nl m nal a.mKrea um .wda be nave n me cmeWCli of lh6 pra Oa nat r«now, damage contact tastub any aWalas mal «itl adpcenl to u• " «a. is tt Bang. fmdilla n' t ' enl it asbalm canlann9 mol «id a damaged « disw"ed rot reA.' Ia be rmarce la Sapp «l wak The Itlloenq mataitla in Ue ereoa odpcml la mn pb «. assumedIa be paslUrc 1« osbeator. Pip< natation ISSUE FOR CONSTRUCTION AP /IGl) /vEblI DRAWN: CHECKED: SAL DA DRAWN BY APPROVED CKN DATE DAT ENG NEER: SAL PROJECT 00—P7/5 CHECKED: M2000 -262 NOT ES / c3 �j Pf .( H / I pr6 i rs S�N41 /ctrl t S Y S n / 544 1 Z 1i6 I GH /Ay0 WAI PR 5�5' /RLECB C L fl AWIN ( pNp •I oN•L )/ / M50 GTy OF NICViILA APPROVED EEC - 1 2600 AS NO'(ED H �K ® M52 I I M53 I THE AUSTIN COMPANY DDSKIN[II• SUBTITLE FIRE PROTECTION FOFD FREEZER TITLE BUILDING 9 -101 ANNEX ALTERATIONS M49 KEYS LAST REVISION SHEET M11R REGETUMNILr` CITY of PERMIT GEN MG' 110. B2,5278p a'A-931 ISYMBOL DATE M31 SYM I REVISION BY o .. APPROVED FIRE PROTECTION PLAN AT FREEZER LEVEL 6CALa 1 lib "/V-0. DATE SYM FREEZER (ASJFND0AGT) PIT D SE .TIvN REVISION APPROVED FIRE.PROTEC T ION PLAN AT P11' LEVEL Q 3 „ _ SCALE.: 4.1'—o. DATE EXIST. 4" RISER CONN. NEW 5" To MUST, 3" MAIN, BOEZAW FACILITIES DEPARTMENT ❑ AUBURN, WA. 98002 ❑ EVERETT, WA. 98201 ❑ KENT, WA. 98031 f l PnPTI MIn nn x7990 M2000 -262 • ASBESTOS NBMCASBN: A goad tally survey of Ue wwk area hm been 7:41 11 and vbvly nloning construction of t h i wv n . On not e Dal would be c d b the of this project. On not remove, damage rc disturb my mbcsly mal"W o la Ue wok yea. %eve aonlvl Boebg disc ivea d M e l Is re it es to b remo o sup p ol is dam aged ar discovered Mel is required la be removed la supparlwark: Th< lalowb9 l dd b Thu arty odjocmF to Ihls }b ore osamed to be pvilive f shealor. Pipe Inalallon ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY . DEPT. ISSUE FOR CONSTRUCTION ' APPROVED /PEV /d09 DRAWN: CHECKED: SAL DA DRAWN BY DATE CHECKED APPROVED CICPI ti REVISIONS BY Harris Group Inc. REVISION " F I " ONLY DATE I PROJECT 104-00 00 -10795 ENGINEER: CHECKED: 5A L. FTITLE GENERAL NOTES: CONTRACTOR SHALL NOTIFY BOEING FIRE DEPARTMENT 24 HOURS PRIOR TO START OF WORK. 2. ALL WORK SHALL CONFORM TO NFPA 13 (LATEST EDITION) AND ALL OTHER RELEVANT NFPA STANDARS, UBC, UFC AND BOEING FIRE PROTECTION ENGINEERING, AND ANY OTHER AUTHORITY HAVING JURISDICTION. 3. THIS DRAWING IS INTENDED TO SHOW ONLY THE EXTENT OF THE SCOPE FOR THE AREAS REQUIRING FIRE PROTECTION! WITH A WET PIPE SPRINKLER SYSTEM. 4. SYSTEM DESIGN, CALCULATIONS, ROUTINGS AND DRAWINGS ARE THE RESPONSIBILITY OF THE FIRE PROTECTION CONTRACTOR. 5. THE FIRE PROTECTION CONTRACTOR SHALL DETERMINE THE NUMBER OF SPRINKLER HEADS AND THEIR EXACT LOCATIONS. CONTRACTOR SHALL DETERMINE ALL TEMPERATURE HEAD RATINGS. 6. ALL MATERIALS AND APPURTANENCES SHALL MATCH THE EXISTING SYSTEM. CONSTRUCTION NOTES: - PROVIDE A WET PIPE SPRINKLER SYSTEM FOR THE EXISTING FREEZER AREA AS SHOWN. COVERAGE FOR THE EXISTING FREEZER SHALL BE ORDINARY HAZARD: AREA OF OPERATION: SPRINKLER DENSITY: SPRINKLER TYPE: ORIFICE SIZE: PROVIDE A DRY PENDANT, WET PIPE SPRINKLER SYSTEM FOR THE WALK -IN _ FREEZER. COVERAGE FOR THE NEW FREEZER SHALL BE ORDINARY HAZARD: AREA OF OPERATION: 191 SQ. FT. SPRINKLER DENSITY: 0.2 GPM / SQ. FT. SPRINKLER TYPE: • DRY PENDANT ORIFICE SIZE: ` 0.5 INCH 3 AT TRUSS LEVEL, TIE INTO EXISTING 3' FIRE PROTECTION LINE IN,LOCATION SHOWN AND RUN A NEW FIRE SPRINKLER HEADER TO THE AREAS REQUIRING FIRE SPRINKLER YROCEI uK wJLA COVERAGE. THE AUSTIN COMPANY OIMIGNrR• • INOINttR• • ■UI DATE SUBTITLE 14SEPTe1` FIRE PROTECTION POO FREEZER BUILDING 9 -101 ANNEX ALTERATIONS .lo6.OSQ. FT. 0.2 GPM / SQ. FT, UPRIGHT W/ BRONZE HEAD AND GLASS BULB. 0.5 INCH LAST REVISION SHEET JOB NO. M11 Ma N0. 2+32784 -53I (SYMBOL DATE O Fviir7 Co NN, NEV 2" VAC: To ExIST,G'VAC l'/2" VENT FROM DRINKING FOUNT, 4 " SAN. SEWER FROM MEZZANINE TOILET I II EWC -I I" CA ToBLDCT,I4A 2 "VE NT(REF) IN STRUMENT AIR I" SPRINKLER. DRAIN (REF) 1 I 2 DIRECT OVAL II UNDERFLOO I MI9 CONTROLVALVSI I 2 I ( TYPICAL ) I I I i 3 /4x.O8E HYD. SUPPLY RETURR A _ IN TRENCH MATCH LINE PLUG sALL j VALVES FOR II INACTIVE TURNTABLE FuTURE • TJ. i (TYPI CAL) 2" CA AND 2 "VAC MANII-OLDS.. MOUNT APPROx. q -O" OFF FLOOR FSEHIND WALL. - - -- d I III II Ir M4 /M 7 REVISION q+ 13K p APPROVED DATE SVM nI M 40 —Q" REVISION RV APPROVED RATE INSTALL l HaSE pF eS J*757338 -o() K T? q•/89 - INSTALL N FILTERS J 861119 REARRl►JEc 401 - 0„ 2" VAC. W 1TH VALVE DOWN TO 2" VAC. MANIFOLD BEHIND WALL. MOISTUR DRAIN AT LOW POINT. SEE DETAIL AND DWG, M -8 . 2I CA DOWN TO 2 "CA MANIFOLD IN WALL_ FILTER AND MOISTURE: •-AIN AT LOW poINT. SEE DETAIL ® AND DWG,M -E, REMOVAL 40'- O" I DRAIN FRQPV PANS 0N-004U-546 k'cA a'VAC To — OOWN TO'EX15 a 4` SAN. 'HU6 TUNNELSEELWG.M -3 BRAIN MODIFY DOM.WATE M (TYPI 8 (REF) I PRV STATION, SEE. I I M13 I'i n �/ n �I ntJ -: .\0 O I I re 41 T1 U ( RE ) © 4" VENT (REF. MOUNT A PP ROX, 2 "'CA M A 9 -0" OFF FLOOR" 2" VAC. MANIFOLD M= BEHIND WALL . THE ®EFAf COMPANY FIRST FLOOR PLAN SCALE: fr8 " "I -O . REMOVAL NOTES: REMOVE ALL VACUUM MANIFOLD LINES IN EXISTING FREEZER BACK TO 2 -INCH BALL VALVE AS SHOWN. PLUG OR CAP 2 -INCH BALL VALVE. 40' — C5 2" CA DOWN TO 2 "CA MANIFOLD IN WALL., FILTER AND MOISTURE DRAIN AT LOW _DINT. SEE DETAIL Immok 1 ,11r r _ DRAINS FROM F P,' MTR. GoNR (REF.) F.P.INSPLC1 R'S _j ITEST CONN,(REF) The loAaa'ng mvteriola in the orem atlpcml 1v Nia pb ve msvmed to be pvsilie Irc vileatvz ppe Insulation APPROVED 770) /060/WaY DRAWN: CHECKED: SAL ❑ AUBURN, WA. 98002 P • . � , �et�4 ACCEPTABILITY DRAWN BY cKN WA. 981 +'' e""s^ , " " THIS DESIGN AND /OR CHECKED ❑ EYERETT, Ga SPECIFICATION IS APPROVED ❑ KENT" WA. 98031 fps APPROVED BY I DEPT, I DATE CHECKED DATE 10 -16 -00 ENGINEER: SAL — fi I 1 RELOCATE LINES FROM F,R ALARM VALVES TO CLEAR W`tINA CONTROL PANELS, 15Vo 1\N d RO`C • ASBESTOS NOIIFlCA710N: .n A gmd Igt sur e vl the mk area has bem mndacled cmlaning mv lcisl "vs nvl 3 m Nal vauld ba nwl wd'n the �=f ' ✓ "' cmalrvclim 01 Nu p oky mt rrnv e. d"ngn m t any asbestos r if asbestos by the eat ig ieaase is d act "ueng discovered Deportment d Uns re it ed s to b =toiling o material u dunvgetl tlizmwed Nvl is requbed 10 be removed to support work ISSUE FOR CONSTRUCTION 2 "CA AND 2 "CA DoWN FROM TRUE 5 SPAC%', SEE DETAILS ®© AND DWG, M-S • MAIN VALVES ARE ABOVE IL -, ACCESS IS BY 2'x2' PANEL OVER MAN DOOR HEAUCR, PROJECT 00 1a1�►5 CHECKED: UP To OVERHEAD Burn NOTES I. ® INDICATES VACUUM OUTLET . 2. L INDICATES CoMi-'RE55ED AIR OUTLET 3, Q INDIWATE5 vACU11M OUTLET" PER 4 „ 'RECONNECT AND INSULATE SUPPORT EXIST, 2 "CA IN TRUSS 4" VENTS(RFCF,) 2 "CA 2" VACUUM 1 LOWER PRY STATION 2" VAC W IN VALVES DOWN To 2 "VAC, IN WALL,.MOISTURE DRAIN' AT LOW' OIN'I. SEE' DETAIL S DPI O®i DETAIL DATE I SUBTITLE ''' ' PLUMBING.• FIRST FLOQR PLAN ' 1 LE FLOOR EL. 15L • IS MODIFICATIONS TO EXIST, DOM. WATER PRY STATION NO 'SCALE THE AUSTIN COMPANY • INGINEER• • IBUI BUILDING 9 -101 ANNEX ALTERATIONS NOTE: USE ONLY GALV. PIPING A FITTINGS FOR RELOCATION WORK. • M2000 -262 RECETUK`A'ILA C ITY OF LAST REVISION PERMIT CENTER SHEET M 13R N/14/M 7 S E VISION I FROM PRINKING FOUNT, 4" SAN. SEWER FROM MEZZANINE E TotLar BY APPROVED *N J EWC-1 re , -- I" CA To EILDq,14o VENT(REF.) .i5TRUmENT AR I" SPRINKLER_ DRAIN (REF.) DATE fri / CA REVISION ,J INsTAct._. (3) 4.Se &6 J1k w7338 INSTALL NEW FILTERS J&(11 BY grARRI) 40-0 /- 4f4r SUPPLY RETURN 4 TRENCI-I _ APPROVED A 0 OAT E K-re .=] 3" HW 6 6 3WR TO 9-140 BLDG, (RER ) 2" VAc., w ITN VALVE DOWN TO 2"VAC. MANIFOLD BEHND WALL, MoIS TUR DRAIN AT LOW POINT. SEE DETAIL AND DWG, M-S . ifk qr 2" CA DOWN TO 2"CA MANIFOLD IN WALL. FILTER AND MOISTURE !L AT LOW po■N SEE DETAIL AND DwG, I ZIP MATCH LINE 2 19 THE 417174F7AW COMPANY ACTIVE TURN• TAE.LE (IYPICAL)•• SEE 40'-o" r CONPUIT UNDERFLOOR (rvpicAL) ) evaNr (Reg.) MOUNT A PF Rox. r2 " CA MANIFOLD 9 OFF FLcoR 2" VAc. MANIFOLD BEHIND wALL DIRECT OVAL CoNTRoLVALvEsl' (Typl CAL) s/.0831-1,eD. JI SUpPL. IN TRENCH PLUG EALL VALVES FOR FUTURE 11 ' CD 143 d A 111:1171 g , EW 0, 7 1: : t con toning moterki is danger! or dimomred Slot requbed to be rammed to supparl work The following materials in the areas adjacent to We job rev assumed to be positive tor asbestoE 110 4 VENT (REF. 0 AUBURN, WA. 98002 0 EVERETT, WA. 98201 I f El KENT, WA. 98031 1,LAy _ 40' -0" , I PRV STATION SEE. I I 2" CA DOWN TO 2CA-" MANIFOLD IN WALL FILTER AND MoISTURE IDRAIN AT LOW •INT. SEE perm L 2" cA AwD z"VAL: MOUNT APPR.L.A.9 OFF P..00R BewoL., WALL, I — INACTIVE TURNTABLE E F / (Ts(Pi cAL) A V e UV' 11/2" DRAiNFRom PANS ON UcA VAc TO— 3 nowN TO EsAi ST. 4" SAN. H TUNNEL SEE DwG.1 UB, DRAIN MODIFY DOM.WA1E EVASII (Rep) I o FIRST PLOOR PLAN ScALE' fr8'=1.-Q" M2000-262 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE 2 TI F If M .16 APPROVED Vett/ / w/ DRAWN. CHECKED. SAL DRAWN BY c 4.1 CHECKED : 11 DRAINS FROM F.F; MTR. GONGS (REF) RR IN Spgc.ToR'S 'TEST CONN,(RF.) _ _J 4" VENT 5 (REF,) 2"CA 2." VACUUM I RECONNECT I AND :J INSULATE I r 1 I F- Li 1 ISSUE FOR CONSTRUCTION REVISIONS BY Harris Group Inc. A REVISION " p ...ONLY EX151". IN TRUSS DATE PROJECT /0-ii - 00 00 1 0795 ENGINEER: CHECKED: SAL.- 2"CA AND 2"CA DOWN r-P(Dtv) TRUES SFAce. 61.12 DETAILS AND DWG, M-8 . IN/INN VALVES ARE ABOVE PILT • ACCESS Is BY 2' xz' PANEL ovEg. MAN DOOM HEADisk. up - ro OVERHEAD DisTR)SL " 44 SUPPORT— LOWER PRV STATION TO DRAIN 27vAC v411 E VALvs Dow To 2 "VAC. IN WALL, MOISTUR DRAIN AT LOW OIN 5- sae DETAIL RBLOCATE LINES FROM FR ALARM VALVES TO CLEAR CONTROL PANELS, INDICATES 1. VACUUM OUTLET E. Ls INDICATES COMPRESSED AIR OUTLET 3, a INDICATES VACUUM OUTLET PER 2 N- IA 5 DETAIL „ gr a _ SUBTITLE 3 PLUMBING- FIRST FLOOR PLAN Ell m nimo. a—ini ANNIFY Al TFRATICINIA (i ) NOT USE ONLY GALV, PIPING A FITTINGS FOR RELOCATION WORK. • FLOOR EL. I 5Lc." MODIFICATIONS TOt94.WATR PRV STATION GENERAL NOTES: VERIFY IN FIELD LOCATION AND ROUTING OF ALL EQUIPMENT AND PIPING PRIOR TO INSTALLATION. CONSTRUCTION NOTES: INSTALL Al INCH SCH. 40 PVC CONDENSATE DRAIN LINE. TIE INTO EXISTING DRAINS ON BOTTOM OF CONDENSING UNITS. FIELD ROUTE TO CONDENSATE PUMP TANK. PROVIDE AND INSTALL A TANK STYLE CONDENSATE PUMP. LITTLE GIANT PUMP CO. TEL. (888) 956-0000 MODEL No. 34C-SPT 115 V /60 HZ/3.5 AMPS FIELD ROUTE PIPE FROM PUMP NORTH ALONG GYP WALL THEN EAST ALONG EXISTING FREEZER PANEL. RAISE CONDENSATE DISCHARGE OVER DOORWAY. REPAIR PENETRATION THROUGH GYP WALL. FIELD LOCATE PIPE PENETRATION THROUGH NORTH FREEZER PANEL. SEAL PIPE PENETRATION WEATHER TIGHT. [1:> FIELD ROUTE PIPE TO 2" SANITARY DRAIN. PE 1/4 INCH ER FOOT TO DRAIN. iUEWI LA THE AUSTIN COMPANY 01181•3141MS • ENOINICRIII • "stutLoans LAST REVISION sH,E, M13 4Ck We NO. 8275278D OAT' SYM 0 4 PVC OUCTS (13- PLAC7: B) G "4 PVC SUPPLY MANIFOLD M (v - 02) REVISION G" i) PVC RETURN MANIFOLD G "4 PVC SUPPLE/ DUCT BY G" PVC SUPPLY MANIFOLD //7/� / /& /4. • ' 7. APPROVED 40'- o" PLAN-FREEZER FOUNDATION VENTILATION SCALE _ %g' m I l- O" DATE SYM REVISION N FREEZER FLOOR LINE — 4' PVC DUCT BY j G' PVC RETURN MANIFOLD FLOOR LINES =4'4 PVCDUCT DETAIL I SCALE: 1 /2' =1' -0" I SECTI Q SCALE: Ve =I'-0° I APPROVED DATE ArOEING r An. ITIr• IICOA OTAACAIT REMOVAL YARD PAVING G "40 PVC RETURN .MAN (FOLD SAND BED ❑ AUBURN, WA. 98002 ❑ EVERETT, WA. 98201 ❑ KENT, • WA. 98031 p. a e IlimoWaim immilu mminemmmoI 6. Amin- � rr �1 /�. J�. -4Iltl g r4PO� �'•cGr PIT FLOOR 4 • Etd A, E, S U f F •S. 1 I . - II). T P,P . 9 P I c . , v 3 s ,M H/w Ir P RJbX �® G">p pvC SUPPLY DUCT BURIED IN SAND REMOVAL NOTES: G 'chPVC 10' BEND G "+ PVC SUPPLY MANIFOLD Hie '1/4 G" PVC SUPPL`f MANIFOLD ti �- COVER OPEN END OF RETURN MANIFOLD WITH 3 x 3 Me SH 20 GA. GALV. MRS CLOTH, WITH APPROX 80° /D OPEN AREA, HELD ON WITH BAND CLAMP. REMOVE UTILITY SET SUPPLY FAN SF -1 AS SHOWN. REMOVE 6 -INCH PVC SUPPLY MANIFOLD BACK TO FOUNDATION WALL. LEAVE APPROX 10 -INCH STUB -OUT FOR FUTURE USE. COVER OPEN END OF 6 -INCH PVC SUPPLY MANIFOLD WITH 3 X3 MESH 20 GA. GALV. WIRE CLOTH, WITH APPROX 80% OPEN AREA. FASTEN MESH TO PIPE WITH BAND, CLAMP. SECT I I �A S CALE : y2' • I -O' DETAIL� SCALE: "�I' -0" APPROVED DRAWN: SAL ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY. DATE ISSUE FOR CONSTRUCTION REVISIONS BY Harris Group Inc. / �1 DATE PROJECT /V PO/ 49 l0 -16 Oo 0 0 — 1 B_ CHECKED: ENGIN ER: CHECKED: DATE 1 CHECKED APPROVE G "1 Pvc SUPPLY DUCT • ASBESTOS NOBFICAIDk1 A good faith survey of the work area bas been conducted and asbestos <whining material •os not drsmwed that would be Medved M the msWCtian of Ihia pro l Oo nal «muse, damage a disturb any oscines m It os to the rpk n Reuse s damaged og , Mur r e ee Deportment tht Is re it required to s containing matmd"damaged or duowed that Is requ'ved to be «mused to support work The folowing materials A the areas odpcml A Nis A are assumed to be pos.. la adseslox pve Wulotts, DRAWN BY CKN .h+ REVISION 'X ONLY DATE 1 FLOQR LINE SAL NO I• FOR STRUCTURAL. DETAILS OF FREEZER FOUNDATION REFER TO DW45. F•I 4 F - 2.. PVC DUCT MATERIAL SHALL BE T`?PE 1, GRADE AS SPECIFIED IN ASTM D-1 3, DUCT WALL THICKNESS, STIFFENERS, FLANGES, GASKETS, FABRICATION DETAILS, WELDIN AND CEMENTING OP JOINTS AND OTHER DETAILS SHALL COP4PLy WITH THE SMACNA_ cot.iSTRUCTION MANUAL FOR.TH7=RMOPLASTIC DUCTS AND NFPA °II - 500, M2000 -262 CITY Of TUKWILA AQnOYED OEC - •1 2.000 S how) mufLoiNG DESIONIMI • ENOINUR• •'111UILOERIII SUBTITLE I - FREEZER FOUNDATION VENTILATION TITLE BUILDING o. -101 ANNEX ALT":RATIONS K Y PLAN CIT OF 7UKWILA / PERMIT CARTE a THE AUSTIN s s2isa cOM MANY 53 I ' UST REVISION (SYMBOL SHEET M1cIR DATE OF 1M10 1M11 0.112 1M13 1M14 1M15 FREEZER FLOOR LEVEL 1517 1M18 � M453 M587 7 1M21 H 4x4x1/4 — C9xSS 13.4 C 20' 1M24 rn V 0 LV V/1L Ll�Vf1L rn / � 6' 0" - X 1- 4ar ° -1 0 � 1M32 1M33 453 �87 1453 M5871 I I I 1 ° _ / TO INSIDE LOCATE DOC :P ME 'ANELS 1M10 1M11 0.112 1M13 1M14 1M15 1M16 1517 1M18 1M19 1M20 1M21 1M22 1M23. 1M24 1M25 1M26 1M27 1M28 1M29 0130 1M31 1M32 1M33 8' -2 1/2" 2' -0" REFRIGERATION EQUIPMENT ROOM - 5' -0 "— WEATHER HOOD W /BIRD SCREEN WALL COLLAR OUTSIDE AIR INTAKE REVISION >C_ II 2 -0 ROOF 453 M587 NEW WALL 5/8" GWB EACH SIDE CO ISSUED FOR CONSTRUCTION J #190106 -10 M453 M587 SCALE: 1 /4 " =1'- BY HGI /SAL FREEZER TO NEW FREEZER 2' DO NOT FASTEN WALL SEQUENCE OF OPERATION 1) SYSTEM DESCRIPTION: THIS SYSTEM CONSISTS OF A WALL MOUNTED EXHAUST FAN AND MOTORIZED AIR INTAKE DAMPER. 2) START —UP: WITH THE FAN MOTOR SWITCH IN THE "AUTO" POSITION, THE EXHAUST FAN MAY BE ENERGIZED /DE— ENERGIZED THROUGH THE 120V IN —LINE THERMOSTAT. 3) HEAT REMOVAL: THE SPACE 1200 IN —LINE THERMOSTAT SHALL START AND STOP (CYCLE) THE EXHAUST FAN MOTOR TO MAINTAIN SPACE SET —POINT TEMPERATURE. APPROVED DATE 10.13.00 ROLL UP DOOR WALL COLLAR THE INTAKE AIR DAMPER SHALL BE WIRED IN CIRCUIT WITH THE EXHAUST FAN TO OPEN WHEN THE FAN IS ENERGIZED AND CLOSE WHEN THE FAN IS DE— ENERGIZED. SY COOLING WATER FREEZER ANCHOR 4 \ 4 PLACES 453)M58 PARTIAL GROUND FLOOR PLAN r I I I I t� SET POINT 65' F SUPPLY AIR 2,200 CFM OSHA INTAKE GUARD MOTORIZED DAMPER 0 REFRIGERATION EQUIPMENT ROOM EXHAUST SHUTTER EXHAUST 2,200 CFM 24" DIA, VERTICAL FAN, 2200 CFM ±, 0 INNS ADD 3 BOLLARDS PAINTED cr -- OSHA SAFETY YELLOW FOR DETAILS SEE M453 F - 1R WEATHER HOOD W /BIRD SCREEN REVISION TOP OF CONCRETE B 1" GAP APPROVED DATE SECTION n SCALE: NONE 2 5/8" GWB EACH SIDE 1 HILT X- DNI -32 -P8 POWDER ACTUATED FASTENERS ® 16" O.C. 3' -0 24 "x WEAT 24 "x 24" MOTORI2 ER HOOD W 24" WALL C ED DAMPER, / BIRD SCRE )LLAR EN 0 DEFLECTION TRACK 350 DT 12 #8 WAFER HEAD SELF — DRILLING SCREWS ® 16" O.C. DO NOT FASTEN DEFLECTION TRACK TO STUDS. ROLL -UP DOOR W8x10 M2000 -262 TRACK -350 WT 20 CAULK (TYP) CONT. TOP OF FREEZER 8' 4" M453 M587 —7' 11 1/2"— (CLR) 9 ' 0 " ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED LENGTH INSULATION REMOVAL SEE SECTION H mi ppi- 4 A1 SECTION SCALE: NONE DRAWN J. GREEN CHECKED S. LEHTINEN SECTION SCALE: 1 /4 " =1' -0" 24" DIA VERTICAL FAN 6 "(TYP) DATE 10.03.00 10.03.00 SECTION SCALE: 1/4 " =1' -0" SUBTITLE #8 WAFER HEAD SELF — DRILLING SCREWS B 16" O.C. 350 WT 20 DO NOT FASTEN TO NEW FREEZER 350 XC 20 TRIM FLANGES AT STUDS AND CONNECT WITH 2 — #8 WAFER HEAD SELF DRILLING SCREWS EACH SIDE. ASBESTOS N011FICATION: A good faith survey of the work area has been conducted and asbestos containing material was not discovered that would be involved In the construction of this project. Do not remove, damage or disturb any asbestos material adjacent to the work area. Please contact Boeing, Facilities Department if asbestos captaining material Is damaged or discovered that is required to be removed to support work. The owiia in the s adjacent to, this Job are assumed to be foll positi ve for mater asbestos: ls pipe area insulation MECHANICAL PARTIAL PLAN AND DETAILS LEGEND GENERAL NOTES 1) VERIFY IN FIELD LOCATION AND ROUTING OF EQUIPMENT, DUCTWORK AND ACCESSORIES PRIOR TO INSTALLATION. 2) FOR OTHER GENERAL NOTES SEE SHEET S2B REFERENCE DRAWINGS CONSTRUCTION NOTES D. PROVIDE AND INSTALL EXHAUST FAN IN THE EQUIPMENT ROOM BEHIND THE FREEZER AS SHOWN. SUGGESTED SOURCE: GRAINGER INC. FAN ASSEMBLY SHALL INCLUDE: 1. 24" VERTICAL FAN W /MOTOR: GRAINGER CATALOG NO. 7CC74. 2. 24" WALL COLLAR: GRAINGER CATALOG NO. 4YD01. 3. 24" WALL SHUTTER: GRAINGER CATALOG NO. 1C746 4. 24" OSHA INTAKE GUARD; GRAINGER CATALOG N0. 6D585. 5. 24" WEATHER HOOD W /BIRD SCREEN; GRAINGER CATALOG N0. 4YD06. FIELD LOCATE FAN MIDWAY BETWEEN ROOFLINE AND EXISTING DOOR HEADER. D' PROVIDE AND INSTALL AIR INLET DAMPER IN THE EQUIPMENT ROOM AS SHOWN; INLET DAMPER SHALL INCLUDE: 1. 24" MOTORIZED DAMPER: GRAINGER CATALOG N0. 3C727. 2. 24" WALL COLLAR: GRAINGER CATALOG N0. 4YD01. 3. 24" WEATHER HOOD W /BIRD SCREEN; GRAINGER CATALOG NO. 4YD06. . PROVIDE AND INSTALL A THERMOSTAT IN THE EQUIPMENT ROOM AS SHOWN. EXHAUST FAN AND DAMPER ARE CONTROLLED BY THERMOSTAT OR HAND —OFF —AUTO SWITCH. DAYTON LINE VOLTAGE THERMOSTAT; GRAINGER CATALOG NO. 2E728 OR APPROVED EQUAL; REF S00 THIS SHEET. RELOCATE PIPE SUPPORT STANCHION 12" EAST TO CLEAR WEATHER HOOD. © CONTACT ENGINEER TO INSPECT PANEL BEFORE INSTALLING WALL COLLAR. RECEIVED CITY OF TUKWILA (� J Jo ¶ ¶ ¶ ? 1.1 1M39 MOD m 1M37 1M41 1M42 144 1M45 1538 1543 1546 1M34 1M35 0M36 9 -101.1 KEY PLAN ISSUED FOR CONSTRUCTION I In SYMBOL 10795 DOTE PERMIT CENTER — 0 r s zr zz 0 Harris Group Inc. 10.13.00 1M10 1M11 1M12 1M13 1M14 1M15 1M16 1M17 1M18 1M19 1M20 1M21 1M22 1M23 1M24 1M25 1M26 1M27 1M28 1M29 1M30 1M31 1M32 1M33 SY EXISTING INSULATED WALL EXISTING FREEZER WALL ',corn cop romum Irnn�a DETAIL SCALE: NONE 5/8" GWB EACH SIDE M453 M587 DETAIL 2 SCALE: NONE M453 M587 SECTION SCALE: NONE M453 M587 REVISION #8 WAFER HEAD SELF — DRILLING SCREWS 0 I6" O.C. .IRIRSISR -1n BY uAl /SAL DOOR MOUNTING HARDWARE EXISTING INSULATED WALL 3/16 3/16 I I I I APPROVED 20 GA SHEET METAL FLASHING PAINTED TO MATCH EXISTING FREEZER WALL #8 WAFER HEAD SELF — DRILLING SCREWS ®16" O.C. #10 WAFER HEAD SELF — DRILLING SCREWS @ 12" O.C. W8 (PREDRILL W8) DATE in 13 .00 HSS 4x4 SYM SECTION ( SCALE: NONE M453 M587 REVISION EXISTING INSULATED WALL CAULK TOP SURFACE OF C9 BEFORE INSTALLING INSULATED WALL BENT 1/4" PLATE PLATE 3/8 "x 3 "x 6" #8 WAFER HEAD SELF — DRILLING SCREWS (p 16" O.C. PREDRILL PLATE BENT 1/4" PLATE APPROVED 1 1/2" 1 1/2" DETAIL SCALE: NONE M453 M587 SECTION SCALE: NONE M453 M587 SECTION DATE 5/8 "0 A36 ROD HILT HIT HY150 ADHESIVE SCALE: NONE M4531M587 EXISTING INSULATED WALL EXISTING FREEZER FRAME HSS 4x4 L 3x3x1/4" HSS 4x4 #8 WAFER HEAD SELF — DRILLING SCREWS ® 16" O.C. PREDRILL ANGLE C9 3/16 PLATE 3/8 "x 6 1/2"x 7' OUTSIDE INSIDE REMOVE EXISTING INSULATION AND FILL WITH CONCRETE DETAIL _ 5 SCALE: NONE M11R1M587 EXISTING CONCRETE FLOOR EXISTING INSULATION EXISTING FOUNDATION 1 3/4" CAULK AROUND OPENING BEFORE INSTALLING SHEETMETAL ACCEPTABILITY THIS DESIGN AND /OR SPFCIFICATION IS APPROVED 12 GA GALVANIZED METAL PAINT TO MATCH WALL PANEL LOOSE INSULATION 7 T/4'x 4 CAP 1/8 1 1/4" 4" 1 1/4" 1 1/4" 2— AB- 5/8 " —T3 -3" (A =3 3/8 ") #8 WAFER HEAD SELF — DRILLING SCREWS CO 8" O.C. M2000 -262 DRAWN J. GREEN. CHECKED ROM. DETAIL SCALE: NONE DATE SUBTITLE 10.10.00 10.10.00 n . A " SQUARE 3 M453 M587 PAINT SAFETY YELLOW 4 "0 STD WT PIPE PLATE 1 /2 "x 9 "x 9" 5/8 "0 A36 ROD HILT HIT HY150 ADHESIVE MECHANICAL SECTIONS AND DETAILS LEGEND GENERAL NOTES 1) VERIFY IN —FIELD LOCATION AND ROUTING OF EQUIPMENT, DUCTWORK AND ACCESSORIES PRIOR TO INSTALLATION. 2) FOR OTHER GENERAL NOTES SEE SHEET 52 B. REFERENCE DRAWINGS CONSTRUCTION NOTES RECEIVED ¶ ^ TTY OF TUKWILA 1M39 1M40 1M41 1044 1M42 1M45 1M43 1M46 1M34 1M35 1M36 1M37 9 -1011 KEY PLAN CURRENT REVISION SHEET SYMBOL ASBESTOS NOIIDCATION: A good faith survey of the work are has been conducted be Involved asbestos ISSUED FOR CONSTRUCTION containing material was not discovered that would be Involved In the construction of this project. Do .not remove, damage or disturb any asbestos material ad to the work area. Please contact Boeing Facilities Department if asbestos containing material is damaged or discovered that is required to be removed to support work: The following materials in the areas adjacent to this Job are assumed to be positive far asbestos: pipe insulation Harris Group Inc. 10795 "ERMIT CENTER _O n 5 sm 1M38 21 9z — 99 DATE 10 13.00 al] ■■ ■■ MINI K18/22 BURNDY TYPE NT CONNECTOR (6) K18/19,23 K18/13a K18/17 3/4 "EMT C.O. (F.o. TO AUTOCLAVE #6 CONTROL CABINET COL. LINES 6/21 EE DWG.9- 101 -1E89 EMERGENCY LIGHT (35W)(TYP.) WIDELITE #YL972G COND. PUMPS 1817/2,40,42 17c DEAD ENDED 17r. / 17c 10 1N17/6c (LOCATE ABOVE LAYUP TABLES) FREEZER CONTROL PNL. 480V,3PH K18/6 24c K18/25,27 20 K18/24c #10 30 10 A PULTURSION RM. REPARTIRON J #762200 -00 K.H0 H17/13a DES 8100 sYS 3/4" RIGID 1 . 20 K18/21 30 17c 30 5 35c 33b K18/25,27 3" RSC -6 #4/0 THW GROUND CABLES 15 154K K18 SYM REVISION BY APPROVED 1/2 " -3 #10 31a 33b1 35c =c1 K18/1,3,5,7,9,11 1/2" EMT -8 #12 K \/4 K18/2 K18/31a, 33b,35c ISOLFTED GROUND 3/4 "130 FT. GROUND ROD DATE N. MEHTA 00/19/96 17 K18/18 K18 t3 T SHOWN FOR REF. ONLY BEHC 30- 017676 -002 TRENCH L ___ 1/3 HE PAIN SHAKKR_ 8100 ONLY J —BOX IN TRENCH SYM REVISION RELOCATE MCCLEAN ROLL TABLE BEHC30- 017676 -001 CONTROL CONSOLE 10 K18/8,10,12,20 J #784750 — LO 1/8" =' 1 -0" BY HO FLOOR PLAN APPROVED VAVREK DATE 9 -22 -98 EMERGENCY LT. PWR. PACK WIDELITE #H- 4E3 -0 —V —X NF /30 HARIG SURFACE GRINDER #A -02502 1817/32,34,36 SEE DWG. NO. M1E500 FOR MEZZANINE 120/208V POWER PLAN IN17 /21b 1/2',2 #12 0,42 FUSED SW. 750 VA XFMR 480Y/120V a II o PNL 1N17 II 3 17c * ASBESTOS NOTIFICATION: A good faith survey of the work area has beers conducted and asbestos containing material was not discovered that would be involved in the construction of this project. Do not remove, damage or disturb any asbestos material adjacent to the work area Please contact Boeing Facilities Department if asbestos containing material is damaged or discovered that is required to be removed to support work. The following materials in the areas adjacent to this job are assumed to be or asbestos: Pipe Insulation ✓IAYUV. i1 vdNL DR AWN DATE ACCEPTABILITY R.RIVERA 8 - - 96 o 'THIS DESIGN ^ AND /OR _ CHECKED — LOCATED IN TRUSS. LOCATED AT 20" AFF. SUBTITLE 19 M2000 -26 208Y/120 VOLT POWER PLAN LEGEND: 15A, 125V, 1 PHASE, DUPLEX RECEPTACLE 20A, 125V, 1 PHASE DUPLEX RECEPTACLE t E 15A, 125V, 1 PHASE DUPLEX RECEPTACLE (DEDICATED) 15A, 1250, 1 PHASE, DUPLEX RECEPTACLE DROP H 30A, 125V, 1 PHASE, TWISTLOCK RECEPTACLE 15A, 1250, 1 PHASE, 4 —FLEX RECEPTACLE 13° 30A 30A, 120/208V, 3 PHASE RECEPTACLE SINGLE POLE TOGGLE SWITCH 120/2080 DISTRIBUTION PANEL A TRANSFORMER, CAPACITY, PHASE & VOLTAGE AS SHOWN 1 : 3 ; ' ,/NF DISCONNECT SWITCH, NON— FUSED, XX AMPERES ® MOTOR STARTER, MAGNETIC EP MOTOR STARTER, MAGNETIC W/ DISCONNECT SWITCH • MOTOR STARTER, MANUAL 115V MOTOR (SIZE AS NOTED) 208 OR 230V MOTOR (SIZE AS NOTED) GENERAL NOTES: 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. 120/2080 277/4800 '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. CONSTRUCTION NOTES: , FIELD ROUTE 3/4" EMT CONDUIT FROM PC IN PULTRUSION ROOM TO AUTOCLAVE #6 CONTROL CABINET FOR F.O. LINK. PROVIDE PULLSTRING FOR FUTURE F.O. CABLE PULL. COORDINATE ROUTING WITH BOEING REPRESENTATIVE. Q 4 9'V Q Q Q 1E60 1E66 1E61 1E67 1E72 1E73 1E84 1E89 1E62 1E68 1E74 1E78 1E79 0180 E85 1E63 1E69 1E75 1E82 1E87 1E81 1E86 1E64 1E70 1E76 1E65 1E71 1E77 1E83 1E88 1E90 1E91 1E92 1E93 1E94 1E95 1E96 9 -101.1 KEY PLAN RECEIVED cm of TuKWIu PERMIT CE74TER —VH —0 — VA - 4 ISSUE FOR CONSTRUCTION DRAWN: CHECKED: NLO $,7� CURRENT REVISION 190106 -02 REVISIONS BY Harris Group Inc. / 'ED SYMBOL K REVISION "K" ONLY PROJECT 10779 ENGINEER: CHECKED: JRP PYi DATE 10.13.00 DATE 10.13.00 y C � 1.1111110 7d 7uC FREEZER RENSION 1E8911E583 ROLL UP DOOR APPROVED TO PULTRUSION ROOM PC AT COL LINES L/17 SEE DWG.9- 101 -1E80 DED (IN PIT BELOW) O �Ma 0 rVf 11 ' I� SK D PUM VESSEL — FREEZER PIT BATTERY ROOM 2/0 " �PNL E21 -1 120/240V 3/4 "C, 3 #6 +1 #10G -2 E21 -1/7 PWR. DIST. PNLI ICTRL. PNL. RENSION APPROVED PLATFORM SCALES ACTIVE TURNTABLE PLAN SCALE: 1 /8" = 1' -0" CL INACTIVE PLATFORM SCALES DRAWN: NLO JT / 7 CHECKED: 5. ISSUED FOR CONSTRUCTION REVISIONS BY Harris Group Inc. REVISION "A ONLY LEGEND D 208Y/120V PANELBOARD TRANSFORMER (SIZE SHOWN, IN kVA) DUPLEX RECEPTACLE GENERAL NOTES 1. UNLESS OTHERWISE NOTED, CONDUIT IS 1/2" EMT. 2. UNLESS OTHERWISE NOTED, WIRE IS STRANDED COPPER, TYPE THWN INSULATION, #12 AWG FOR POWER & #14 AWG FOR CONTROL. 3. THE FOLLOWING COLOR CODING OF OCNDUCTORS SHALL BE OBSERVED ON ALL CIRCUITS 600 VOLTS OR LESS 20B/120V 480/277V "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 GREEN ISOLATED GROUND GRN/YEL GRN/YEL (GREEN W/ YELLOW' TRACER) 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 DE REMOVED BACK TG SOURCE, INCLUDING PLUG —ON CIRCUIT BREAKERS ON BUSWAYS. 6. PERMANENTLY LABEL ALL RECEPTACLES, JUNCTION BOXES, SWITCHES, ETC., WITH PANEL AND CIRCUIT DESIGNATION. /. POST REVISED PANEL SCHEDULES IN ELECTRICAL PANELS UPON COMPLETION OF JOB. PROJECT 10779/10795 CHECKED: PYT REFERENCE DRAWINGS CONSTRUCTION NOTES FIELD ROUTE 3/4" EMT CONDUIT FROM PC IN PULTRUSION ROOM TO AUTOCLAVE #6 CONTROL CABINET FOR F.O. LINK. PROVIDE PULLSTRING FOR FUTURE F.O. CABLE PULL. COORDINATE ROUTING WITH BOEING REPRESENTATIVE. 1 RELOCATE EXISTING PANEL E21 -1 AND TRANSFORMER FROM EXISTING FREEZER WALL. PROVIDE NEW CONDUIT AND WIRING TO TRANSFORMER AND PANEL. + ASBESTOS NOTIFICATION: A good faith survey of the work area has been conducted and asbestos containing material was not discovered that would he involved in the construction of this project. Do not remove, damage or disturb any asbestos material adjacent to the work area. Please contact Boeing Facilities Department if asbestos containing material is damaged or discovered that is required to be removed to support work. The following materials in the areas adjacent to this job are assumed to be positive for asbestos: Q 4��JJn TT TT 1E60 1E61 1E62 IE63 1E64 1E65 1E66 1E67 DE68 1E69 1E70 1E71 1E72 1E73 1E74 1E75 1E76 1E77 1E78 1E79 1E80 DE81 1E82 1E83 1E90 1E91 1E92 1E84 1 1E85 1E86 1E87 1E88 9 -101.1 KEY PLAN CITY OFETUIC ,,LA PERMIT CE"rrY., 10.13.00 A ISSUE FOR CONSTRUCTION J4190166- 02/OR/1O NCI /.IRP 1 0 13 _ nn ACCEPTABILITY THIS DESIGN AND /OR RAWN DATE M. DITTMAR 5- 10 -94'. C CK SUBTITLE 208Y/120 VOLT POWER CURRENT REVISION 10106- 02/08/10 currr SYMBOL A SYM A ISSUE FOR CONSTRUCTION MECHANICAL ROOM SEE 109 -101- 2232 —E58 27" Hx27 Dx21' SUB STA. 61 & 62 PULL BOX SEE 109 - 101- 2232 —E�� 21 "Hx21 "Ox6 PULL BOX (2) 3 "C, 3 #500kcmil, 1 114 /OC AUTOCLAVE #6 PWR. DIST. PNL. (FROM SUB- 62 —F1) _(2) 3 "C, 3 #500kcmil, 1 #4/00 AUTOCLAVE #6 MCC (FROM SUB- 61 —F4) SW #61 1 /2 "LT. FLEX, 3 #10 SW 61 1/2 "C, #10 a 9 -104 BLDG. SEE 9- 104 -1E110 REVISION J #190106 - 02 BY HOI /JRP APPROVED DATE 10.13.00 SYM REVISION B1' APPROVED DATE PLAN SCALE: 1/8" = 1' -0" 1/2 "C, 3 #10 BUS 13F3 -19 SW #61 ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED SUBTITLE AP Py VED / I&D DRAWN: CHECKED: RCR 5 9 R 480Y/277V POWER DATE 10.13.00 ENGINEER: JRP CONSTRUCTION NOTES: CUT BACK WIRING BETWEEN SUBSTATION 62 AND EXISTING PULL BOX FOR PANEL K -20 (DISCONNECTION BY BOEING). REMOVE CONDUIT BETWEEN SUBSTATION 62 AND PULL BOX (PNL K -20) CORE DRILL HOLES THROUGH SUBSTATION ROOF TO SUPPORT NEW 3" CONDUIT RISERS ABOVE SUBSTATION CUBICLE. PROVIDE NEW PULL BOXES ON SUBSTATION ROOF. INSTALL 2X3" CONDUITS BETWEEN PULL BOX AND SUBSTATION 62. INSTALL 4x3" CONDUITS BETWEEN PULL BOX AND SUBSTATION 61 (2 SPARE). COORDINATE PULL BOX LOCATION AND SIZE WITH BOEING REPRESENTATIVE. PULL BOX SIZING AND GROUNDING TO BE PER NEC. PROVIDE FEEDER CONDUIT AND WIRE BETWEEN 480V SUBSTATIONS 61 & 62 FEEDER BREAKERS AND AUTOCLAVE MCC AND POWER DISTRIBUTION PANELS. CONNECTION AND TERMINATION AT BOTH ENDS WILL BE BY BOEING. FIELD ROUTE CONDUIT ON TOP OF SUBSTATION ROOF (10' -6 "AFF APPROX.) ROUTING IS SUGGESTED ONLY AND REQUIRES FIELD VERIFICATION AND COORDINATION WITH BOEING REPRESENTITIVE. PROJECT 10779 CHECKED: PYl CURRENT REVISION 190106 -02 G GE TUKWWLA SYMBOL A DATE I 10.13.00 SW #62 3a/NF 1 1U sw & SW # 70 1 /2"C, 3 #10 1 /2 "LT. FLEXI / #10 10 I M2000 -262 DRAWN M. DITTMAR CHECKED DATE 29 —NOV -9 ' ASBESTOS NOTIFICADDN: A good faith survey of the work ar o has been conducted and, asbestos 'containing material was not discove ed that would be involved in the construction of this project. Do not remove, damage or disturb. any asbestos material adjacent to the work area. Please contact Boeing Facilities Department if asbestos co taining material is damaged or The followin materials H the areas adjacent to this job are assumed to be positive for asbestos: pipe insulation SW #70 SEE DWG. 9- 101 -1E135 OF IOWA CATi DEC "" Is F1UlL' ISSUE FOR CONSTRUCTION REVISIONS BY Harris Group Inc. REVISION "A" ONLY LEGEND: ® 480 VOLT DROP -3 —WIRE, 4 —POLE CROUSE HINDS TYPE APR, XX APPERES. p 480 VOLT RECEPT., 3 —WIRE, 4 —POLE, CROUSE HINDS, TYPE ARE, XX AMPERES. OD J —BOX ® 480/277V DISTRIBUTION PANEL A 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 M E 00." soonn sn,nxr n,mccx � 0�� P.WHE U _ 11■INI p p MBIMIIIWENINIMMI■1111■ UM 1= ® °gy ° i ce ® �0 GENERAL NOTES: 1.) ALL CONDUIT TO BE 1/2" EMT UNLESS OTHERWISE NOTED. 2.) ALL WRE 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. 120/2080 277/4800 "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. SHEET PERM ENTER 9 -101,1 KEY PLAN 1E110 1E111 1E112 1E113 1E114 1E115 1E116 1E117 1E118 1E119 1E120 1E121 1E122 1E123 1E124 1E125 1E126 1E127 1E128 1E129 1E130 1E131 1E132 1E133 COOLING WATER I YIJu I ._ _ 4 (2) 3 "0, 3 #500kcmil, 1 114 /OG AUTOCLAVE 116 PDC (FROM SUB 62 —F1) (2) 3 "C, 311500kcmil, 1 114 /OG AUTOCLAVE #6 MCC (FROM SUB 61 —F4 R CONTROL RM. PWR SEE 109 -101- 2232 —E58 AND 109 -101- 2232 —E59. n 7i: 7■: �i I.111, w . ■: :■: � JJJJJJJJJJJJJ\% 11111111111111111111•11111111111 Omar .■.r■■ C' :, 111 Al L E21/1a, 1 "C, ti c 1 # 100 FREEZER FREEZER CONTROL PNL. ROLL UP DOOR pp. • MCC C1/35 ® 2 1 /2 "C,4 #25Okcmil +l# G 1/2 H 30F NF E21/3a,b,c A UTOCLAVE # #6 MCC i1 (FROM /O SUB 61 —F4) (2) 3 "C, 311500kcmil, 1 114 /0G AUTOCLAVE #6 PDC (FROM SUB 62 —F1) ' fr " 1 : M s; 1�V ICHILLERI AMA UUM FREEZER PIT PNL E2 O 10kVA TRANSFORMER r PM. DISC PNL ■ LIFT STA. 11: IN ROLLER P1 BUSS T SS LN2 AREA 6. ICTRL PNL.I 30 1/2 "C 3 #10 022/2,4,6 11 1 , • HUIII UP Oh 111[11II 1 SAM A ISSUED FOR CONSTRUCTION REVISION J #190106 -02/10 1 1/4" C.O. TO MCC -2 (CRITICAL) IN 9 -102 BLDG RUN IN TRENCH BY HGI /JRP APPROVED DATE 10.13.00 5YM FOR LN2 CONTROLS SEE DWG. 109-101 —2232—E59. REVISION BY APPROVED DATE Al I Mb.. Welk 1 1111Z01011 lirt A G22/8,10 12 — lrr r; I I I J J BA1T.CHARGER PLAN SCALE: 1/8" = 1' -0" zvtSl ') A"elvti Q OF Y i BAS, #10,1/2"C ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS. APPROVED M2000-262 ASBESTOS NOTIFICATION: A good faith survey A the work area hos been conducted and asbestos containing material was not discovered that would be inwolved in the construction of this project. W not remove, damage or disturb any asbestos material adjacent to the work area. Please contact Boeing Facilities Department', if asbestos containing material is damaged or discovered that is required to be removed to support work. The fallowing materials in the areas adjacent to this job are assumed to be positive for asbestos: pipe Insulation Floor Tie. DRAWN M. DITTMAR ENGINEER 111 � I 11 KO II II II II II PANEL G22 DATE SUBTITLE 12 - 01 -99 APPROVED REVISIONS BY Harris Group Inc. CONSTRUCTION NOTES: PROVIDE NEW PULL BOXES BETWEEN EL. 10' AFF AND 12' AFF (APPROX), SIZED PER NEC. PROVIDE FEEDER CONDUIT AND WIRE BETWEEN 4800 SUBSTATIONS 61 & 62 FEEDER BREAKERS AND AUTOCLAVE MCC AND POWER DISTRIBUTION PANELS. CONNECTION AND TERMINATION AT BOTH ENDS WILL BE BY BOEING. FIELD ROUTE CONDUIT ALONG WALL. ROUTING IS SUGGESTED ONLY AND SHOULD BE VERIFIED AND COORDINATED WITH BOEING REPRESENTITIVE 1:12> INSTALL NEW PANEL E21 AND RELOCATED TRANSFORMER ON EXISTING ELECTRICAL UNISTRUT STAND. SEE DWG. 109- 101- 2232 —E66. ® INSTALL NEW CONDUIT AND WIRE FROM PANEL E21 TO MCC —C1. TERMINATIONS AT MCC —C1 TO BE BY BOEING. REVISION "A" ONLY DATE 10.13.00 1TTLE Li CM Of TUI @Nllla APPROVED DEC 1 2000 AS NI;t.0 ISSUED FOR CONSTRUCTION / ''PEP N: CHECKED: RCR 5R) 480Y/277 VOLT POWER DATE 10.13.00 ENGINEER: JRP LEGEND: ® 480 VOLT DROP -3— WIRE, 4 —POLE CROUSE " HINDS TYPE APR, XX APPERES. he 480 VOLT RECEPT., 3 —WIRE, 4 —POLE, CROUSE HINDS, TYPE ARE, XX AMPERES. OO J —BOX ® 480/2770 DISTRIBUTION PANEL • TRANSFORMER, CAPACITY, PHASE & VOLTAGE AS SHOWN GROUND Oo 480V 3 PHASE MOTOR ® MOTOR STARTER, MAGNETIC MOTOR STARTER, MAGNETIC W/ DISCONNECT SWITCH • MOTOR STARTER, MANUAL DISCONNECT SWITCH, NON— FUSED, XX AMPERES e MACHINE /EQUIPMENT NUMBER X, Y HORSEPOWER GENERAL NOTES: 1.) AL 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. 120/2080 277/4800 "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 BUSBOY. 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. PROJECT 10779/10795 CHECKED: PYi FREEZER CONTROL PANEL ECEIVED CITY R OF 10KVVILA oERMIT 1E140 1E141 1 144 1E142 1E145 1E143 1E146 9 -101.1 KEY PLAN CURRENT REVISION SYMBOL 190106 - 02/10 SHEET AI— wn 1E134 1E135 1E136 1E137 1E138 — UP �7 —UP L_ E21 -1/11 EXHAUST FAN 36" FHP AL ®TAP. 13' AFF HOA +36 DED FHP !/ ■ CONDENSATE PUMP 3.5A/120V - E21 -1/13 MOTORIZED 2 FREEZER ROLL UP DOOR 208Y/120 VOLT PARTIAL PLAN SCALE: 1/4 " =1' -0" TO EXIT LIGHT, COLD /21 I C) I FREEZER LIGHTING PARTIAL PLAN SCALE: 1/4 " =1' -0" ROLL UP DOOR COOLING WATER COOLING WATER ) +36 ".. 1 E21 -1/5 ®TYP. 13' AFF E21 /5a -" a a Safi TYPE AUL v DESCRIPTION EXIT SIGN LIGHT, LED TYPE, UNIVERSAL MOUNTING, GREEN LETTERS ON WHITE BACKGROUND WITH REMOVABLE DIRECTIONAL ARROWS, WHITE ALUMINUM HOUSING, DOUBLE FACED. 8' INDUSTRIAL PARABOLIC FLUORESCENT WITH 20% UPLIGHT. MOUNTING WALL SUSPENDED FIXTURE FIXTURE VOLTAGE INPUT WATTAGE 277V 277V 4 225 LAMPS TYPE LED MASTER COLOR 96HOT8 QTY. 2 BALLAST 277V ELECTRONIC <10% THD MANUFACTURERS CATALOG SERIES NUMBER PRESCOLITE PEXL- L- 3G -EN -W LITHONIA RAPID START AF- 2- 96HOT8- 277- GEB10- GMF -PO REMARKS INDUSTRIAL SYMBOL 6 C) PH TYPICAL 120V EXHAUST FAN & DAMPER SCALE: NTS OFF HAND 4 in nH \0-' -o A LOCAL H -O -A DOUBLE LOCK NUT NS /8' FIX. 8" MAX SPACING BETWEEN CLAMPS 5/16 EYE BOLT WASHER, SPRING WASHER & NUT BOTH SIDES 8' FIXTURE CHAINS HELD WITH SPLIT LINK 3/16 "X1" E. M.T. #10 WELDED CHAIN LENGTH OF CH AINS TO SUIT TWO CHAI LO CK NUT 2 1 /2 "SQ X TOGA BELLEVILLE GALV WASHER 1 L —_J LOCAL THERMOSTAT (120V) 120VAC APPLETON GUY WIRE CLAMP TWCH 75 -3/4" 100 -1 EF DAMPERS 3/8" GALV MESSENGER CABLE TYPICAL FLUORESCENT FIXTURE MOUNTING SCALE: NTS M2000 -262 ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED I1c.t t APPLETON #17210 GUY WIRE BOX SUPPORT EMT CONNECTOR 4" SQUARE BOX 3/C - #12 TIREX * ASBESTOS NOTIFICATION: A good faith survey of the work area has been conducted and asbestos containing material was not discovered that would bs involved in the construction of this project. Do not remove, damage or disturb any asbestos material adjacent to the work area. Please contact Boeing Facilities Department if asbestos containing material is damaged or discovered that is required to be removed to support work. The following materials in the areas adjacent to this job are assumed to be positive for asbestos: Pipe Insulation suenosE 208Y/120 VOLT POWER AND LIGHTING PARTIAL PLAN AND DETAILS LEGEND $a M 277V LIGHT SWITCH - LOWER CASE INDICATES ASSOCIATED FIXTURES 120 VOLT MOTOR (SIZE AS NOTED) MANUAL MOTOR STARTER FOUR PLEX RECEPTACLE GENERAL NOTES 1. UNLESS OTHERWISE NOTED, CONDUIT IS 3/4" EMT. 2. UNLESS OTHERWISE NOTED, WIRE IS STRANDED COPPER, TYPE THHN /THWN INSULATION, #12 AWG FOR POWER & #14 AWG FOR CONTROL. 3. THE FOLLOWING COLOR CODING OF CONDUCTORS SHALL BE OBSERVED ON ALL CIRCUITS 600 VOLTS OR LESS 200/1200 480/277V "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 GREEN ISOLATED GROUND GRN /YEL GRN /YEL (GREEN W/YELLOW TRACER) 4. LARGE SIZE CONDUCTORS WHICH DO NOT HAVE COLORED JACKETS SHALL BE IDENTIFIED WHEREVER VISIBLE BY APPROPRIATELY COLORED TAPE. 5. PERMANENTLY LABEL ALL RECEPTACLES, JUNCTION /OUTLET BOXES, SWITCHES, ETC., WITH PANEL AND CIRCUIT IDENTIFICATION. 6. POST NEW OR REVISED PANEL SCHEDULES IN ELECTRICAL PANELS UPON COMPLETION OF JOB. REFERENCE DRAWINGS 1 9- 101 -1E89 208Y/120 VOLT POWER C> 9- 101 -1E139 480Y/277 VOLT POWER 1 109 -101- 2232 -E8 SUBSTATION "C" PLAN AND DETAILS CONSTRUCTION NOTES TIE INTO EXISTING EXIT LIGHT CIRCUIT AT COLUMN D /21. SEE MECHANICAL DRAWING 9- 101 -M453 FOR SEQUENCE OF OPERATION. CITY OF TUKWIIA APPROYTO DEC - 12000 AS NATLD ISSUED FOR CONSTRUCTION ECEIVED GIN R OF TUKWIl4 neaMrr rscv'rc - -.� EXISTING UTILI TRENCH __ COOLING TOWER 4190106 - 02 EXISTING FREEZER GROUND WIRE IN UTILITY TRENCH TIE INTO NEAREST EXISTING BUILDING STEEL (TYP T PLCS.) VACUUM PUMP KID HILLER SCALE: 1/4 " =1' -0" CONCRETE FOUNDATION �3 AB 1 1/4 "0 -T1 -5" ON 7' -8 "4 BOLT CIRCLE 0RouND 7o WL ➢G. 9-101 STEEL 0 N2 TANK SCALE: 1 /4 " =1' -0" S.) I — 1 I — 1 MCC GRD BUS PARTIAL GROUNDING PLAN — AUTOCLAVE 1ST FLOOR EXISTING SANITARY PARTIAL GROUNDING PLAN— PWR. DIST. PNL GRD BUS EXISTING BOLLARD 0 (TYPICAL) EXISTING DIESEL FUEL TANK TO FLOOR SLAB REBAR (TYP. 2 PLCS.) f EXISTING STORM PUMP I I 1E584 (TYP. 4 PLCS) L #6 AUTOCLAVE EDGE OF FLOOR DECK BUILDING 9 - 101 !1!'r M MAIM CO 2 -0" DIA PT nATF '.I ORICCTIN in 1 nn CONNECT TO FOUNDATION STRUCTURAL STEEL (EXOTHERMIC) 2. ALL GROUND GRID TAPS AND CONNECTIONS SHALL BE EXOTHERMIC WELD. CONTRACTOR MAY SUBSTITUTE BURNDY HYGROUND COMPRESSION -TYPE CONNECTIONS WITH APPROVAL OF ENGINEER OF RECORD. 3. GROUND WIRE ABOVE GRADE SHALL BE GREEN INSULATED THWN, INSTALLED IN NON - MAGNETIC CONDUIT. 4. EQUIPMEIT INSTALLED ABOVE FINISHED FLOOR SHALL BE GROUNDED USING EQUIPMENT GROUNDING CONDUCTOR IN BRANCH CIRCUIT OR FEEDER CIRCUIT CONDUIT, UNLESS OTHERWISE NOTED. GROUND CONNECTION TO PILE REINFORCING BAR 14 "0 AUGERCAST PILE GROUND BONDING TO STEEL COLUMN AND PILE BAR DETAIL (REF 3) SCALE: NOT TO SCALE 1E584 M2000 -262 Ul?v OF TUROXILA pppOOVED D EC - 1 2aN AS NAIL!i rr-:0rhG 1550 ∎i;0`1 LEGEND —G GROUND CABLE, ABOVE SLAB OR GRADE - �- - GROUND CABLE, BELOW SLAB OR GRADE �— GROUND CABLE CONNECTION 0 1" PVC SLEEVE STUB UP 0 GROUND ROD, 30'x3/4 "0, COPPER CLAD UNO • EQUIPMENT GROUND CONNECTION GENERAL NOTES 1. ALL GROUND WIRE SHALL BE #4/0 STRANDED SOFT DRAWN COPPER, UNO 5. GROUND GRID SHALL BE BONDED TO FLOOR SLAB STRUCTURAL REBAR. 6. IN UTILITY AND MECHANICAL ROOMS OR ANY OTHER AREAS WHERE SUBJECT TO PHYSICAL DAMAGE, THE COLUMN GROUNDING WIRE SHALL BE PROTECTED BY A RIGID STEEL CONDUIT, BONDED TO THE GROUND WIRE AT BOTH ENDS AND EXTENDED A MINIMUM OF 1' -0" AFF. 7. FOR BASIC MATERIALS AND INSTALLATION METHODS, SEE BOEING STANDARD SPECIFICATIONS. REFERENCE DRAWINGS > 109- 101- 2232 -E75 9- 101 -S60 9- 101 -S32 ® 109 -102 -2001 SST PROTOTYPE BLDG. 9.101 ADDITION GROUNDING PLAN FLOOR SLAB PLAN AND DETAILS FOUNDATION PLAN AND DETAILS GROUNDING PLAN -1ST FLOOR CONSTRUCTION NOTES DRIVE NEW GROUND ROD BESIDE NEW N2 TANK FOUNDATION. PROVIDE 4/0 Cu GROUND ROD AND N2 TANK STEEL. SURFACE RUN GROUND CONDUCTOR ON N2 FOUNDATION IN RIGID STEEL CONDUIT, WHERE EXPOSED TO PHYSICAL DAMAGE. ISSUE FOR CONSTRUCTION REVISION HGI/ JRP APPROVED 10.13.00 REVISION APPROVED ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED, SUBTITLE GROUNDING PLAN AND DETAILS Harris Group Inc. 10779 CURRENT REVISION I SYMBOL DATE 10,13,00 PROVIDE 4/0 BARE Cu GROUND CONDUCTOR INSIDE WEBBING OF STEEL COLUMN. CONNECT TO NEW PILING AND FLOOR DECK STRUCTURAL STEEL, AS IDENTIFIED. PROVIDE PVC SLEEVES STUBBED UP THROUGH CONCRETE DECKING, FOR EQUIPMENT GROUNDING AS IDENTIFIED. COORDINATE ALL STUB UP AND EQUIPMENT LOCATIONS WITH OWNER PRIOR TO INSTALLATION. PROVIDE 4/0 BARE COPPER GROUNDING CONDUCTOR AND CONNECT TO EQUIPMENT AS IDENTIFIED. SEE REF 2 FOR STUB UP LOCATIONS. ® SURFACE RUN 4/0 BARE COPPER CONDUCTOR FOR ELECTRICAL PANEL GROUNDING. GROUND FLOOR SLAB REBAR TO FOUNDATION STRUCTURAL STEEL. © PROVIDE 4/0 BARE Cu GROUND CONDUCTOR BETWEEN RELOCATED COOLING TOWER AND EXISTING GROUND WIRE IN UTILITY TRENCH. SURFACE RUN GROUND CONDUCTOR BETWEEN UTILITY TRENCH AND COOLING TOWER PAD IN RIGID STEEL CONDUIT. GROUND COOLING TOWER EQUIPMENT. SHEET ^^ //'�� E {�,IZ X A RECEIVD CITY OF TU PERMIT CENTER ISSUE FOR CONSTRUCTION SYM L • DEMOL1CMJOfE RE,NoVE PRE ?Ruct_c_= TO C3 D 6312■ S3 ( TO AD1 1 )F.L, IDIONNEcT ANO 'REMOVE sut1 t Nb AssoCIA CoNffizoi_s, coNpun c.,3112itQc, `bIsc °NNE ANPRev O1 \L ELI puLLNY AN O - 1ENsrez sOn RGmOVE CO/JOurr A10 w Bowe TO sut3sTAT70/Y 6/. Rer')OVE 5,0 TO , COT 6Ace C OA/4)(ZW T TRENcli, CAP 44)0 /274,ge 5P)k .pEmOVE ZRANc witz,0c, AN0,CONOurr. - 1 1 )coNNEtT TA■aet, Ea1.1 A 01. oeme2.. Sze "Pecz_ - 13,06,. 0 .REMOve ALL Dus '15"k&nictk Clkcuir INOCoNburc REVISION Wcj fRul. 1if eA99 5 1 0 1emOve0 E-terrzicAL, .1t;-1901C8-crellGobvil CoMP RE‘8 K SuPP1_,•( I= AN hFIP K BY APPROVED (Z(6J201 E_ 'bPAcE, W DATE SYM 2./5/8S iolfOo 21.5) 70A o SA 14 M - 0-4 ' (2 ,,cAL) &LT.:Lc_ r7 I TR.° Dvv PLAN /8 = I 0" 0 V ) REVISION o 30A I RAN S RN' Fat F (f& i207240 V pAt-4E_I_ F ACC_ vv SUI3STATi0m w coivIPRE_SSOR pANF_LDAF,F, 4_8 o v 30 3 w 25A 1_0 ) THED4_ 6KR5, 1:3> N-WA1I N boo G,E_ TYPE 7 Z5tMcU ) - rH H 14: / 35 cbm - 1 - ,R, - 1"ER_ I •, , \NX:-1 F4E6. 14sc, SW\ 0 ov) i1•4 L. \1 5 - r \ P--T)Ak, p,p, 8`11.10 \LT \.) 0 V „i2ov\coN btsy oTHEK APPROVED APPROVED DATE u9ovE0 c-oe&s Pae PNoy c 7 T#/g0/06-08 5 PACE. W/H DvvF_ ATI7EZAVG FACILITIES DEPARTMENT - RANT-6P- L _ _ TO SW ci-39(22smirce) s)Bs 6 20A 20A if o r " -- '0 • 2 2: .24111 ° SP (1 M2000-262 X.KR, - 0)MbNiTARI 906-1 I !GOA •„, fv1AINI \ 0 AUBURN, WA. 98002 0 EVERETT, WA. 98201 0 KENT, WA. 98031 DrADTI A Ain nD 0799n boOft DRAIN SPARE_ SP ARE w/k-IDWE PAN E.1_130ARD 120/2_40V 10 3w 100A ) GOA MAIN i,3KR. Q KiZ5 NIE_tv‘A 1 ENicL. booft N b00 G. E.— TYPE NLAI [20/240 21.1 ELEVATION A = e-IB9 I SHOWING G T iCA L PANFLROARP SUPPORT E_ ADT PAN F --- to KvA ) 10 3W 480 1/2-0 RANSFORW'E r SEE NOT 3 ASV. LoWLK • MI: L FRF_I El ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DAT HANG FROM PIPE RACK_ ASV, Duo RS Su I', nTA N DRAWN BY DATE CHECKED APPROVED p 0‘6,4 ti I H prEssi) \ z',vv I k FI 11 L, / VIA/ B Exf- 0N—j En ETS DATE ■•■ T + SUBTITLE TITLE NI 0 T E_ S E_ p A Aki 4 r1 8 1_ 0 2,, V D)AR. 95 /1). 3 . W ) I/ /20 2, INSTAL FEjl_DEK FROM To 48 o v 3, IO KVA TRA FORMER fRIMAEY X SEC-ONDARY F EMIRS ) FEE_DS TO FRF—EzEk, E_Q0 I ENVY /SHALL PET- BY THE FRE-a2_1 VS. LI— INSTALL FEF_DER ROM I 20/2-0Bv pANE_LBOARD TO E p pLy FAN. 5, 480V Fi=_FDr--_K, HALL [3 FROM FACE-Cl comPT. 35 ) IN/SuBSTAT I I. RE-MOVE] 5 IARTEk FROM COMP T, U REMAINING 226 cKT. pANIF_LVSOARD SUPPORT FRAM _ .sHALL. BE BY THE_ E_i_Ec coNTRAc , F‘,,Ovv CONTACT WI LL BE OPEN HEN FAN IS RuNNIN(.5 AIR Ct RCU LAT' N WI EN AI 12. IS NOT ci R,cu L i NG 1 CONTACT WILL. cLoSiL ACTIVATE. WARNING L_I GHT, N ATOP "QART r:Low SfiE_ No \ (1, SUPPLY - L.DINITROL SCHE_MATIC o ® FREEZER POWER rr KAACTPR 80v I 2 0 L.5 0 pc'D Ti DRAWN: CHECKED: arris Group Inc. EVISION ' 13 ' ONLY DATE /0 - /3 - OD PROJECT / CY/ 95 • ENGINEER: 3RP CHECKED: PYT" N - WARNING HT ISLE KONK_ FLASAAF__R, keik LENS, MOUN'T E' ASV. 5pAca AGE_ ELF__c_ 'AV-33/E,A vf.,_'/9 OR 0T4ER. APPRove_1). REVISIONS .00 H 0 • KEY PLAN CITVOFTU 'At/ LAST REVISION JSYMBOL DATE SHEET 1189 JOB NO. SYM A D 55 WATTS JLl T @ S M HT. /S E ST EN IL 7 Q 41 A b G 55 AT UV OU T r, F 0 d ,, \ THIS LAMP /5 V O N \ \ ; ALWAYS ON \.. / / \ _ . .. I NN T iL f DV.1g d y r V 111 -I Si REVISION PJ EMERC LTG IS/l,A/J#6S /883 alo1Ea uGNTINIG 1 ;030106 IT APPROVED P. T. (1t),$ I11 11 GI/�R a DATE 2 -1044, ID - 13 - 00 hNL. h 7. — 1;/WE - 21 G �ylEl'f LIE,( - - 1" Pc FP.ak, MOUNT e + 45' 7/-//3 DOG 7a 83 RemoUED FROM rkECO20S /`'EQ l2 OJ 5CT T-1 190106 -Q8 SYM REVISION APPROVED DATE I EP; PLAN N 1/41. I L 0" 4M ®E //VG FACILITIES DEPARTMENT PI.IL EZ$•t 3 /4 " C, '� $ (a to Kv XrMP, 450v - 1ZO /E4Uv \ V FAN _a 0 AUBURN, WA. 98002 ❑ EVERETT, WA. 98201 ❑ KENT, WA. 98031 n PORTI AND. OR. 97220 ACCEPTABILITY 5.11 IUT THIS DESIGN AND/OR CHECKED SPECIFICATION IS APPROVED ENGR. /D - /8 .R APPROVED BY DEPT. DATE p Tt'Na e.qu C CKED TUCkF_R 01 M2000 -262 SUBTITLE TITLE LIGIHTINCn CONTP,UI_ SWITCH INGANLESGEk r LI IHT FIXTUP E E L-IG•IHT F1XTUP WIDE1-I YCrq- 7 Z6, 5 35W, 1Z1/ POWER PACK 15 WIDELITE # p- 4N5 -O -M - X CAL NI�I= OT E_ 11 ALL CONDUIT TO BE I /2" E.M.Y. UNLESS OTHERWISE NOTED. . 2) ALL WIRE TO DE 012 TIIWN UNLESS OTHERWISE (VOTED. 3) THE FOLLOWING COLOR CODING OF CONDUCTORS SHALL DE 055ERVED ON ALL CIRCUITS 600 -VOLTS OR LESS. 1 205V 277 /1tOV "A" PHASE (LEFT BUS IN PANEL) OLAC CR UROWN "B" P1IA5E (CENTER BUS IN PANEL) RED ORANGE "C" PI(ASE MIGHT DUS IN PANEL) BLUE YELLOW NEUTRAL WRITE GRAY EQUIPMENT GROUND GREEN 5) LARGE SIZE CONDUCTORS WHICH . DO NOT HAVE COLORED JACKETS 5I-IALL BE IDENTIFIED WHEREVER VISIBLE BY APPROPRIATELY COLORED TAPE. 1) ALL UNUSED CONDUIT AND W1RE.TO DE REMOVED BACK TO SOURCE, INCLUDING PLUG-IN CIRCUIT BREAKERS ON BUSWAYS. . 6) FEEDERS TO PANELS AND DUSWAYS SHOWN ON SHEETS E2 AND 03. 7) DYMO LABEL ALL RECEPTACLES, JUNCTION BOXES, SWITCHES, ETC., WITH CIRCUIT IDENTIFICATION. B) INSTALL REVISED PANEL SCHEDULES UPON • COMPLETION OF KM DEMOLITION NOTff 5 �T I I k)EmDVE NORMAL i N/ en) /RGC/UCY L /G/ r /OG F/u7ue65, SW Ire /16 fOwt"e SUPPLY ,q 4)0 455 Cx /Areb <000 e40- 4A)6 DATE IO 130 PROJECT 10'795 ENGINEER: aRP CHECKED: DRAWN: CHECKED OTSP REVISIONS BY Harris Group Inc. REVISION , E I ONLY EMERGENCY LIGHTS r1DI /C -I■I CDCC7CD f_Gi_N.f7 RECEIVED C RY OF TUIMLA RER.NT x ^. LAST REVISION ISYMIDC SHEET �� I! - 190 DATE c SG" - re: T8' 24" 24" I$' ._ - - NoR.MAL 5115 • 1 I r ' - EME2C(ENGY i t..ts c1=1 3'KyA )4 FMR_ ( SPARE ) CI-7A C - , 15dMPs. ?OA CI- H 41 el -13A & 1 rN e " ..I2.146V ISPP+ 1 . 15 c1 -138 31CJ LASE q-1 . _ SPACE , CI -Z5 I SPARE 2. N d=3I 2754 _ SPARE 'I 5HF' CI-37 .5A SPA-Rt= i. 141P NR G1 -6 it- 0 -� F 600A FR � OUP MC C- "6.•:'" c l -41 21SA S PARE 6- 4 NZ C1 -5 4 ' SPARE IS NP 2 Iv, r. Ndt C1 -G A CI-4I& G2FI oVERNT EME¢U X16 001 -1, l � GOATRIP AuTOCUNE.‘ PIX ED... ovsr. NVEL Ej, G„ IooA c R C o �LIL7HT coz`ss ea ' Qz CI.2A 16.4r. '*'G P5 L ' U -2B OI =2G low• �, - NQ c,_,_ 9A SPARE I - , 4 NP Nrt i I L - ::- 4 00A - - 7 _ -- i CI 5? 2s4 SPA RE. "TUNNEL 5HP NR. cl 6 Act UTY I TIES oA -628 Y GIN Adz 71: C $ eagle u G C1 B - SPAce CI 254' CI ..SNP NT . 1 NR �/ }� � L " /�F � L27 125 SPARE PANEL 1 WA ., I S PARE . 3 NR .: A lobA 'r Fort, I 2264 CI.SI_ .225A (�TURC SPARE_ .._ 7� S h P 25n SPARE - G'auv CI 5 ( SPARE 5HP 'NR CI•G3A y CI ?'aA — i SPARE t. ' 4 LI5 254" - - SPA 5 4%P ' --- - SPARE I -14NP H sec ec ELECT, �UIPFED FOR 12." of - r Izr z , R 20? A .AUTOMATIC R -. 10 N . r. 7�A '• r FtYA0\ 2E 4 104 EI 406 4 %. N r te , � Li6_ r,Ifi SPARE 214 N q x 4 f c ?•cr s4• PA-R-- , 14 P N2 se.4cB . ^ • _ ` RANsFE12. 4,. . NR- cl $ cl /d1A cl X413 2 c 4 225p •PUMP • S PARE 1 °1541 E f T EQ CI=1b 3A SPAt,— SPARE 66 ° �4HP 1 22: 6P. SPARE S WITCH' . ::Space SPARE -4R c- e 119NA5£ 154 ' Fog. _ Roy G � .1 2254 CI-S5 A AG13 1 FRDUCOl;J f,. Tee NSF• 111 5 a C1 z.e r 0 "; 1 _ T ' N PANEL 2I� 1_ t 3 ; L CI --_ - ZSA Rat IN712. C�l3M P ' "I�ZI�P V _ STARTE W Ot M CC- G2 12 S HP !! /(T . 13 KR oNLY / Gi IS GI - 65 5 as ia. ^ • ARW. a S,NP " 4 :' 4N .MINGi .a , . .`� OC E TOR -o a x ::. PA -I . H §V:UNISPARE �..: r , ., . *! 2!yP , P f4PlEL hD' Cb oo.1/4T co L:» . CI G n: INCAMINCa ¢I Ie AlznnN se� � SPARE 1Y� .v a ' 1., 1 u f° 2 254 cl- 204 n11G ,ate � X14 ` / .rs 1 ' . ; 1^ MCA U L '' I` FL lip Nk SPARE 4 NR - ..;LU�.. . .- ✓ c � n + }, E 14t t sl , > LD4E r.i µ' SG" - re: T8' 24" 24" I$' ._ is . I a " 24" - 7 5e..' • FUSED A — - ME MR.1W, 2 62 -F6 2 -F2 METER.•c1 12AIJSFbI?ME(Z IObb IGVA 13.a14V 4E /Z FU�..ED II.ITERR.UP - MrL SWITCH BLArIV_ BLAND 6. -F7 S ACe ‘ 600A FR � OUP MC C- "6.•:'" MAIIj BREAt<E2 62 -F8 44 60oA iRIP 60 5 L„ S�CQ G2FI 'e2 -F9 Space 6'LF c ,,� P.c X16 001 -1, l � GOATRIP AuTOCUNE.‘ PIX ED... ovsr. NVEL SG" - re: T8' 24" 24" I$' ._ • FUSED A — - ME MR.1W, 2 61- FI 4I -F4 OooA F 'RdME 6pD 4 AREA rol-F5 1R"k b foLEZ l oo /S FAME Sp ce Mcc- 61-PG, "GI SPAC2 71 er1z p.v -.Err- s 41 -FS sp4C4 4 .'+= - Spc 2 CKT. - EMER. LOAD .C"TR__ 3 KVA 480120 -4 0 TRANS: PR - 184D 907 -18 APPROVAL. SY DATE McOUIfU AT 7 A-- 0 S6.6 E6 S ' \ DA 8 20'- o" 'h °•e 2 /2'1 � 1 3'-O" I' -lo' se, L../6• /0Y -/W• 22 32. E37��� ( 3 CO. (SPARE C2_)3 "c,3NSOO Kcm,1,I*4(OG To 'P1rl A`30VE 5 E n,,04 9-101- IE:134 (2) 3 ”C,',ae 50O l<c n,,1 I N 410 TO 1...(1..060K A(.3OV SEE D g- ;OI-1E134 Mcc "C2 UNIT SU55TATION 11 GZ' PLAN %4 = 1 -O" BUS DUCT SECTION 1/4v I. -O UNIT SUBSTATION N-6I cok1VEK5 :r1,�aE,ue l 125141480V, 2EDVCED_V AUTO ILhN5FORMER -' - ( PE_ VlOTOIL STAILT EIL C SPARE_ ) C2 1, NSA SPARE I .; IONP NR C2 -7A: C2-715 or . 5A V ISDA .2oA. SP? fLE SPARE SPARE 5 • I - C2 -2. NSA SPARE 1 :. IpHp GZ;3 254 _ 25.1kL SPARE ' IoHP CZ_lo. Iootoot, s:. SPAC N c_2'.14' IoOA022w qa , rg 10A SPARE SPACE SPARE 2a! tvR C2 -22 . SPARE RATE MN REVISION BY cmos RY • RATE v REVI•ION - MS MOM EV rI _1004 I� N I r SOFs-rATIO1'1 ,1 *(01 1 -6" SPARE C2 -2� 1004 S PARE CZ G: 1NCa 4INCI 44 6- E00MG1 , 1 t1 IiIN4 LNE 5TMNTER' . :Fa12E (T'(P) \•MEVETLSIN -- . .. oe Not , siANCq CTVR). _t�IOTESI • • • • • • ' f /7L'/d�TMIEWlI T�7r1715',llF„i�/Gl/WHIPEI I'/IC1J,T =111.'1 i •.. • • • • • 2 "• SUS iii - Is '�� • • . � /N -' . • E Al. • v: d- 7ALSTT: • lh7)41 -0 • :c = • 1 rll : J 9� 4- FROM 9 -IoI SLOG. / I - ME_RN. POW Elk Sys GENErza� AlzrzAr iGEME.I rr r•/\ "Cr ". UNcE2Li INFOZMATIbN SHALL Avv lz aN _ _ NAMEPLATES. ENEIZAL`NzzAnICaENiEIJ`r C,C, I N1' = No CioNt - r zcoL- - T1Z,Ar:IS rF_2MEr . M2000 -262 CIRCUIT NFLEAE2 I00ANI 1=RAME UNrV �UP /+/ 2 00 AMP TRIP — AREA "A' I L1� I - 0 11 FMERCIENCY -BUS SPLIT AUSTIN ASSOCIATES PROCESS DIVISION II 'PROVIDE NEW CONOuIT.,• WIRE ,A 1?-ULL13Oj(E I BETWEEN AuTO CLINE SL, MCC- /PWIAOIST 60p subsTA0 61/62.. SEE Ou3G ( 3-101- IEI3I. 2. FEEOt2 TER.MI - n - 0,) , CO09..OINtAT■0N STOO`I,AREAIL.ETLS ANC) BREAKER SETT DO S 10 BE' By l,3OE /A7G: REVISIONS BY Harris Group Inc. • , I ®, REVISION II' ONLY • DATE IO -13•DO ENGINEER:. .1RP• REFER -ENCE DWGS. - - ONE : .._OIAc2AM -.: P1ZfMA2`{.. S' E -9 - ONE LINE D IAGRANI -: MCC -C.1 - E -10- OI LINE_ DIACILAM- I'1GC - GZ. -- COM TRUCT/ YV NOTES PROJECT 10/79 CHECKED: PSI OF OF ItIVAII1 APPROVO DEC - 1 ROOD AS hlOILU CIN OF TUKWIlA PERMIT EE1'r s: S.S.T. PROTOTYPE BLDG.9.101 ADDITION :, „• SUBSTATION N C R PLAN & DETAILS - NTRACT NO 5 1 k.NO t eM K"�a{4' ".'•Stn .Nj! -,.:�k 1;w,,.. BOEING COMPANY AEROSPACE DIVISION ...ice, tin Azie II: S E8, DCA -502 REVISION AUTOC #4 INSTALL I FW1 1031 — .10 3 roar �i - aa.. • a., BY MOW APPROVED DATE. SY F SEE 6.59 Foe mrrr, DGG 33 / 92 L1 17 REVISION 0 17- TTI!!'l4tici BY PI&_ Q2_/25a APPROVED 06- arz_ C4 016 J DATE 3 1 #12 --O- - -- 0 3 /1e (1)10- I II !i/ / i' - 41 6 _ • 111 , „- 4*Io J ¢ #lo 4 #12 FLOOR PLAN Y8"- 11 -0' todco*12 13ASE5OARD HEATER, I5 KING #6BI5 W /BTA -2. `// 111 AUBURN, WA. 98002 THE BO4FAAW COMPANY ❑ EVERETT, WA. 98201 r� VUIT W I 00121 C)1, I I I r \:J� I�� EP I / I VY _ _ DED 12 (1- I I 111 2 #lo. 4 ' #10 1 6 8 ' 14 `� C� Il #lo 8 JQ=1— _ _ _ _ _ JA2 1/2 4 8,i0,12 - o- „? - f — --1 '0 -f 1 iI I I II C,4 #2 UP ro XFMR, Y INTRuss SEEAwG *E52 JA 21 /36, II I I II II I I I I II II II I II II II I I I I II II I I II II II II I I I I II II II II I I LI -- ‘ J Z I CONSTRUCTION NOTES I 3 1�4 c.oNDuITS - -1 I I Uf' FIZBMT IEL TUKNTADLE CONTKOLLEIRS InITHIS AREA DISCONNECT ANQ E7lOVE RECEPTRCLES ANO VtSSGY_IA7Fb CONOu/T 4IAJ.D 60 /R /AIG 134Ce 7 SOUQC5T ISOLATE AND'RI>zBACE4. /IRf ANOCONDuIT - FROM TWo (2),0 ROOM DI5CONNECr 5W ITc He5 ON 50uT/J SIDE Or (,N /STRUT TKFt /IT LOC4770 ^1 SfIOLJN, kmouC /50z AT(0 SWIZfe5 RE CP.74 J 7E WIRE AS fl(LO DErERm1NE0 AT E 3T1.J1 DIS 5W/T1F5 (z) ON NORT11•Sbt! OF UNISTRUT - TREE. c12oIN1,1sF WoLILtD fTW2,0ENG, �t�(ISEb fl1'; /ONMEci ARRAIJGEmckIT St /pc) A7 ON b . 3-101 - IE89. RELOCATE '?ANEL C l/ - I 726n)(l) FfZ in A'JO SHOWN ON CAf DWG 9- I01 ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED DRAWN BY CHECKED CHECKED GTE 2 - -1 - 2 -1-83 TITLE M2000 -262 REVISIONS BY Harris. Group Inc. REVISION 14' ONLY SUBTITLE / 208V POWER- AREA`C' SOUTH 9E17 CHECKED: DATE . 1 0 00 K Y PLAN LAST REVISION SHEE PROJECT iorS ENGINEER: CHE 7 H 10.13 ! SYMBOL DATE 1 CY APPROVALS - I ..?.A.T.„ Su$STA, OI t b2, cfaSENT.....t2 30 GROUND ROD (CONSISTING OF (3) 10 X 3/4" 0 COPPER-WELD SECTIONAL RODS). TOP OF THE DRIVEN ROD SHALL BE 0 • A MINIMUM OF 1'-0" BELOW THE CONCRETE SLAB BASE. THE ROD TO GROUND RESIST- ANCE SHALL NOT EXCEED 4.5 OHM FOR ' ISOLATED GROUND ROD CIRCUITS. PR 181D-900- THE CADWELD PROCESS (ERICO PRODUCTS, INC.) SHALL BE USED FOR ALL CROSSES, SPLICES, AND CONNECTIONS. CABLES ARE OF THE CONCENTRIC LAYER TYPE, CADWELD TUBED SLEEVES SHALL BE USED WHERE NEEDED FOR PROPER CONNECTION. \- TO ALITOCLII S 4RIAIND LAO. EE DWG , 9-101- iE 584 &NOTES, SYMIXOLS:7g DETAILil [I. ALL.GROUNDING CABLES SHALL BE WO AWG CLASS t "D. (1.-STRAND) BARE COPPER, EXCEPT OTHER- !• WISE INDICATED. HORIZONTAL RUNS SHALL BE 1 BURIED^4'-0 BELOW THE S OF THE CONCRETE f. FLOOR, HOSED, . 1 2. ALL TAPS FROM GROUNDING GRID TO COLUMNS, TRANS- FORMER VAULTS.MACHINES, E OTHER EQUIPMENT SHALL BE #4/0 AWG DATE MIS REVISION • R SEE DETAIL'I — • , ARROWED TAPS ARE CONTINUATIONS INTO . THE SUBSTATION TRANSFORMER 'VAULT FOR . .> .' %GROUNDING OF TRANSFORMER. AND SWITCHGEAR.USE EITHER TYPE "VFC" OR THE BOLTED TYPE "LAC CONNECTION. WHERE TAO CAROIJI,ID GRID C,,:ossEs 7145 7U1415LS UKIDERGRoUki0 20o1 TIlE CABLE 4ALL BE RUI 5 col4p1-117 1 FLOoR, 5L4,13., MS ST ma CHRIS BY 0 A TE • L TUNNEL: REVISION LEG- 1.0 AIELL2LIE.8 ISVO MO BY MN CHICO BY OA TE T5) ' M2000-2 — GRouh4oNc. CABLE BeLova FLope: SLAs :SEE. .W.TE *I in 7U14pai_ REVISION CHICO.'" 10 • • _ Noritt IP Two QA HEM 13SP.Itt LUMM E...eR apt., Escuad D6TAII., I TretcAt.. asooND sLaevE. piETAIL. (FOR TRAnrsfoRMER A OTHER EGY.API-IE_NT LAM) (NOT 7 Sc,,A.) 12 144 F.76 Ibusii. a Al 1:60 GA ON DETmL 2 Trylcm.. GIBER (4, To SCALE) SEc..¢E, 4... lb WELL S',/z/v.5 (JIIPASOEOCAT,4 TEE OR EQUIV.) APPROVED / DEP DRAWN P.Cfa AUSTIN ASSOCIATES GROUNDING PLAN SEE E Foe Ct ROL11 1 TI- IS O REVISIONS BY Harris Group Inc. CHECKED: REVISION "6 " ONLY DATE 60.0'1.00 ENGINEER: RP S.S.T. PROTOTYPE BLDG. 9.101 ADDITION RCIFINCI COMPANY AFROSPACE DIVISION gf /07 77 PROJECT CHEUED: pr CONSTRUCTION NOTES cri A amal a. .. CONTRACT NO ISSUE NO. , E - I \ CONTROL 'PANEL I I - - ' L SYM REVISION 20 ,9 21 .8 21.9 BY APPROVED DATE YR SUBSTATION uG5 RISER COOLING TOWER RISER -MCC RISER II `I TRANSFER SW I Tf H CORE JRILL FOR GROUND CABLE ENTRY 1'-0" BELOW FLOOR ELEV. SYM BUILDING -102 ill01uinisi L _J I - _ _ tir I - I lJ�J-,. 1 45 -r1 f {} { I IL- � REVISION ISSUED FOR BUILDING PERMIT ISSUED FOR CONSTRUCTION 711 1111 1111 tut MCC RISER ', --- , - - -. _ -_ - -_ - - ' - 1 = = =9 5=0 I _ I F - - - - 4 I I L I I I I 1 I - Ac) Ab FIRST FLOOR PLF\N I /B " =1' - 0" 0 5 10 15 20 scale - feet BY M.D. M.D. F = = =a - II t- r I I I I I I I I I I I I I ` L I I - \ I // I 1 1 I 1 I I 1 I I I I I I I I I I / \, / l I I I II I I - - i I I I I I APPROVED J' . DATE 11 -4 -82 12 -1 -82 ,r J I I I %ei 1 II r i II L 111 II II II r � - - - - - � 1 'RUN GROUND WIRE ADJACENT TO WALL 2' -0" BELOW FINISHED GRADE COOLING TOWER RISER, SEE DETAIL (TYP. OF 5) 11.912 - I. SEE NOTE 7 ' OR EQUIPMENT CDNN REQUIREMEN Y ; (TYPICAL) L i.0 -I L- — III III r VACUUM SYSTEM RISER I I I I 1 1• \ _ _, , J I L �_ -J \ r 1 IT I j J •1 1 I I I I I I I I I I I I / , I I 1 / \ r . L 1 I I / I I, I \ I I I I I I I 1 1 i I O 1 I I 1 I -- — I— _j__ 21 .5 ▪ — - I RUN GROUND WIRE ON WALL OF UTILITY TRENCH SECURED TO CABLE SUPPORTS M2000 -262 ❑ AUBURN, WA. 98002 THE ®a7EZA ' COMPANY ❑ EVERETT, WA. 98201 ❑ KENT, WA. 98031 20 20.E 2 0 20 LJ LJ TO COOLING Townn SEE WdG. •_io1-I1 =589 CRANE RISER — , NEW GROUNDING SYSTEM ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT LDATE EXISTING BUILDI LJ SUBSTATION 'Cr '° 11 NG 9 -101 ANNEX EXISTING GROUNDING SYSTEM REF: SHOWN ON DWG. APR -1E XRRIBM FINCH CIEC1¢11 CK I NSON OHECKFD 40 -900 -4 SUBTITLE LE BUILDING 9 -102 -- - - ^ -^ ^^ GROUNDING PLAN — 1ST FLOOR LEGEND GROUND CABLE BELOW MOM (SEE NOTE 1,2 & 3) — G — GROUND CABLE ABOVE GROUND ISEE NOTE 1 S. 41 GROUND CCN ECTIUN (SEE NOTE 5) A GROUND ROD INSTALLATION (SEE NOTE 6) EQUIPMENT GROUND CONNECTIO NOTES 1. ALL GROUNDING CABLE SHALL BE *4 /0 ANiG. CLASS 'D', BARE SOFT COPPER UNLESS OTHERWISE INDICATED. 2. GROUNDING CABLE BELOW FLOOR SHALL BE BURIED APPROX. l'-0" BELOW THE SLAB OF THE CONCRETE FLOOR UNLESS OTHERWISE INDICATED. 3. GROUNDING CABLE BELOW GRADE SHALL BE BURIED APPROX. 2' -0" BELOW THE FINISHED GRADE UNLESS OTHERWISE INDICATED. 4. GROUNDING CABLE ABOVE GRADE SHALL BE SECURELY INSTALLED AND PROTECTED FROM DAMAGE. 5. THE CADWELD PROCESS SHALL BE USED THROUGHOUT THE GROUNDING SYSTEM FOR ALL CONNECTIONS, TIES, CROSSES OR SPLICES UNLESS OTHERWISE INDICATED. 6. GR U0 ROD INSTALLATIONS SHALL CONSIST OF (1) 30' -0" GROUND ROD, CONSISTING OF (2) 10' -0" X 3/41, COPPER -CLAD SECTIONAL RODS. THE TOP OF THE DRIVEN ROD SHALL BE A MINIMUM OF 1' -0" BELOW THE CONCRETE SLAB BASE. THE ROD TO GROUND RESISTANCE SHALL NOT EXCEED 10 OHMS FOR ISOLATED GROUND ROD CIRCUITS. 7. FOR GROUND CONNECTION TO EQUIPMENT ABOVE FLOOR LEAVE A MINIMUM OF 6' -0" OF GROUND CABLE AFTER FLOOR PENETRATION. COIL IN PLACE FOR LRTER EQUIPMENT CONNECTION. B. GROUND CONNECTION TO STRUCTURE SHALL BE PER DETAIL 1 1 E92 - E9 9. GROUND RISERS TO MEZZRNNINE AND ROOF LEVELS SHALL BE PER DETAIL 2 ISEE DWG. E -8 & E -9 FOR CONT.) 1 - E9 - E9 10. UNUSED GROUND STUB -UPS WERE CUT -OFF AT FLOOR AND LOCATED BY RED PRINT. BE &C ENGINEERS MC. SHEET ENGINEER: 3"RP R[CEIVEp cmofn , BY o E9 • REVISIONS BY Harris Group Inc. REVISION ONLY " SYM REVISION 1HP 000R/LO0( RING HYDRAULIC PUMP 100/2' )100/2' 4 3 -POLE UNIT, ONLY 2 -POLES USED 40HP ISSUED FOR CONSTRUCTION J#190106 -08/10 13.8KV, 30, 60HZ FROM SWITCH # WEST SUBSTATION 4', 3 - 35O1.1CM 154V EXISTING SUBSTATION #62 T (Y 37.51(VA 37.5KVA 15KVA 480- 120/240V 480- 120/240V 480- 120/240V 10, 3W 10, 3W 10, 3W 40HP 40HP 40/2 5J 110A 1 /8 CRITICAL LOAD 40HP COOJNG TOWER FANS BY HGI /JRP APPROVED DATE 10.13.00 1500HP FAN /1 SUBSTATION j64 40HP SYM 13.8KV 600A,3P G.E. TYPE EJ -1 150 3000VA, 30, 3W SILICONE RUED MOTOR CONTROL CENTER #1 (MCC -1) 6E -R 6E -L 14E 15G 13C 13H 20KVAR 1 20(VAR 1500HP FAN /2 ( FUTRE 45 OR 70' AUTO) REDUCED VOLTAGE STARTER 8KVA 8KVA vU /\ n vUJ\ / vU/\ n U\ /2 AUX, UPS COMPUTER 15HP Aux. UPS 60HP 60HP 200HP 200HP 15HP OVER UPS POWER BYPASS \ T J \ T •�� ENGINE POWER FEED TO RADIATOR TO COMBUSTION DILUTION VAPORIZER COMPUTER FAN COMPUTER AIR FANS FANS COMBUSTON ROOM ROOM NR FAN 40HP 40HP REDUCED VOLTAGE STARTER 30HP 30HP \ Y _J VACUUM PUMPS AUX. COOLING WATER PUMPS NON— CRITICAL LOAD REVISION 4 ▪ ", (3)- 350MCM, 15KV L- (2) -3', EACH W/ (4)- 350MCM FOR PARALLEL CONNECTION (2) -3', EACH W/ (4)- 350MCM FOR PARALLEL CONNECTION 2A ) 5C ( 5E i 5A 4A 4C DIESEL 0L PUMP A/C FUEL PUMP BEARING COOLING CONTROL PANEL SYSTEM /1 k 12 75HP BY 75HP APPROVED .KW 0 0.8PF 437KVA, 515A DIESEL - GENERATOR 75HP MAIN COOLING WATER PUMPS 13.8KV 480Y/277V DATE 600A,3P G.E. TYPE EJ -1 125 AVER -100 400CA 40/2 COMPUTER UPS BYPASS POWER TO COMPUTER ROOM 2000(VA, 3D 4" DRY TYPE 15KVA 480 - 120/2400 10, 3W 110A 75HP 7 1 /2HP 5HP PURGE A1R WATER FAN RECLAIM PUMP SUBSTATION #65 F1 I F3 1600A FRAME (�J 1600A FRAME SET 0 1000A SET 0 1200A FEEDER TO CHILLERS k COOLERS TOWER MCC/4 (SEE DWG. No. 109- 102- 2002 -E135) 206Y/120V 125A DISCONNECT 5HP WATER RECIRCULATING PUMP (CHEM. SYS.) 1600A FRAM SET 0400A 480V, 30KVA 43 1X -1 GENERAL UGHRNG PURPOSE MOTOR CONTROL CENTER #2 MCC -2) 2A 2E 2J 3A 3E 3J 5C SH 6C 6H 6A 7A 1 7E 4D 4G • • 480V 240/120V F5 EL VOLTAGE STARTER 500 TON CHILLER PANEL P2 GENERAL PURPOSE 1600A FRAME SET 0 550A 3H) I2HI I2JK I2LM 13AB PANEL FEED CONNECTED TO MCC -3 BUS. 100A DISCONNECT IN PANEL L -1 (HP BRIDGE FLAP ACNATOR BUS CONNECTION Fqi 2nd AUTOCLAVE COMPONENTS 600A MAIN BUS SPACE FOR FUTURE VACUUM PUMPS (4) 0 25HP 10HP BRIDGE MOTOR SPACE SPACE • ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED MOTOR CONTROL CENTER #3 (MCC -3) (BOEING) 1DE I1FG 141 TJK I • • MCP MCP MCP MCP DRAWN D.R.CHESTERFIELD CHECKED EMERGENCY POWER T 7 /2HP 7 1 /2HP 7 1 /2HP 7 1 /2HP FUTURE 3 /4HP (HP EF -1 EF -2 EF -3 EF -4 EF -5 EF -6 EF -7 M2000 -262 DATE 05.18.93 4600/2770 DEVELOPMENT CENTER EMERGENCY POWER SYSTEM MCC 01/55 LOCATED NEXT TO SUB /61 SUBTITLE CP CP MCP 2FG(L) 2FG(R) 60 60 60 60 � Y � WELDING OUTLETS ONE -LINE DIAGRAM LEGEND: GENERAL NOTES: CONSTRUCTION NOTES: DISCONNECT AND REMOVE FEEDER CONDUCTORS BETWEEN BREAKER 6C -R AND TRANSFER SWITCH. CAP OFF CONDUIT AT BOTH ENDS AND MAKE SPARE. TRANSFER SWITCH, PANEL E2) AND ASSOCIATED FEEDERS REMOVED FROM DRAWING. RELABEL BREAKER 6C -R AS "SPARE" 4. SEE DRAWING 9- 101 -1E139 FOR PANEL E21 FEEDER MODIFICATIONS. SHEET RECEIVED OITV OF TUKWILA PITY OE TUIPid1 NyP60 DCC ' 1 2 ©r10 ISSUE FOR CONSTRUCTION REVISIONS BY Harris Group Inc. • REVISION "A" ONLY 40609 DATE PROJECT / D610 10.13.00 10795 DRAWN: CHECKED: ENGINEER: CHECKED: N,ORR 448 JOP PYi CURRENT REVISION SYMBOL D ATE 190106 A 10.13.00