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Permit EL17-0183 - BOEING #14-02 - EMERGENCY GENERATOR AND WIRING
BOEING #14-02 8701 E MARGINAL WAY S ELI7-0183 Parcel No: Address: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov. ELECTRICAL PERMIT 0007400033 Permit Number: EL17-0183 8701 E MARGINAL WAY S BLDG 14-02 Issue Date: 6/2/2017 Permit Expires On: 11/29/2017 Project Name: THE BOEING COMPANY #14-02 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: BOEING COMPANY THE PO BOX 3707 M/C 20-00 PROPERTY TAX DEPT, SEATTLE, WA, 98124 JERRY DRAKE 12407 MUKILTEO SPEEDWAY A-170 , LYNNWOOD, WA, 98087 DUTTON ELECTRIC COMPANY INC 12407 MUKILTEO SPEEDWAY, LYNNWOOD, WA, 98087-1518 DUTTOEC137P3 Phone: (425) 238-5514 Phone: (425) 347-7600 Expiration Date: 10/27/2017 DESCRIPTION OF WORK: INSTALLATION OF NEW EMERGENCY GENERATOR AND MODIFICATION TO THE EMERGENCY WIRING SYSTEM Valuation of single family: $0.00 Valuation of mf/comm: $280,822.00 Type of Work: Fees Collected: $5,106.10 Electrical Service Provided by: SEATTLE CITY LIGHT Water District: TUKWILA Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: Permit Center Authorized Signature 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: Date: 2014 2014 2014 2015 I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit ar L gree to the conditions attached to this permit. Signature: Print Name: Th, A% L_E Date: (,C� /l%2- //7 - This "? This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: <NONE> PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 2100 ELECTRICAL FINAL 7003 ROUGH -IN ELECTRICAL 7002 SERVICE 7001 UNDERGROUND/SLAB CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Electrical Permit No. OV I Project No. 1 A ()17 Date Application Accepted: 11 Date Application Expires: V 1 (For office us only) ELECTRICAL PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: 8701 East Marginal Way S Bldg. 14-02 King Co Assessor's Tax No.: Suite Number: Floor: Tenant Name: The Boeing Company PROPERTY OWNER Name: Jerry Drake Name: The Boeing Company City: Lynnwood State: WA zip: 98087 Address: PO Box 3707 Mail Stop OH -56 Email: City: Seattle State: WA zip: 98124 CONTACT PERSON — person receiving all project communication Name: Jerry Drake Address: 12407 Mukilteo Speedway A-170 City: Lynnwood State: WA zip: 98087 Phone: (425) 238-5514 Fax: (425) 355-1610 Email: New Tenant: ❑ Yes ®..No ELECTRICAL CONTRACTOR INFORMATION Company Name: Dutton Electric Company, Inc. Address: 12407 Mukilteo Speedway A-170 City:Lynnwood State: WA Zip: 98087 Phone: (425) 347-4600 Fax: (425) 355-1610 Contr Reg No.: DUTTOEC137P3 Exp Date: 10/27/2017 Tukwila Business License No.; BUS -0993185 Valuation of Project (contractor's bid price): $ 280,822 Scope of Work (please provide detailed information): Installation of a new emergency generator and modification to the emergency wiring system. Will service be altered? ❑ Yes m No Adding more than 50 amps? ❑ Yes m No Type of Use: Type of work: o New ❑ Addition 0 Service Change ❑ Remodel ® Tenant Improvement ❑ Low Voltage 0 Generator 0 Fire Alarm ❑ Telecommunication ❑ Temporary Service Property Served by: ❑ Puget Sound Energy VI Seattle City Light HAApplications\Forns-Applications On Line 12014 Applications\Electrical Permit Application Revised I-I-14.docx Revised: January 2014 bh Page 1 of 2 RESIDENTIAL NEW RESIDENTIAL SERVICE ❑ New single family dwellings (including an attached garage) • Garages, pools, spas and outbuildings • Low voltage systems (alarm, furnace thermostat) $152.85 $81.90 ea $59.85 ea RESIDENTIAL REMODEL AND SERVICE CHANGES ❑ Service change or alteration $81.90 (no added/altered circuits) ❑ Service change with added/altered circuits $81.90 number of added circuits $11.55 ea ❑ Circuits added/altered without service change $54.60 (up to 5 circuits) ❑ Circuits added/altered without service change $54.60 (6 or more circuits) .. $7.65 ea ❑ Meter/mast repair $68.25 ❑ Low voltage systems $59.85 (alarm, furnace thermostat) MULTI -FAMILY AND COMMERCIAL Fees are based on the valuation of the electrical contract. MISCELLANEOUS FEES El Temporary service (residential) $65.00 El Temporary service (generator) $80.90 ❑ Manufactured/mobile home service $86.25 (excluding garage or outbuilding) ❑ Camivals $80.60 Number of concessions $10.80 ea Each ride and generator truck $10.80 ea ***EFFECTIVE JANUARY 1, 2014 EACH PERMIT WILL BE ASSESSED A 5% TECHNOLOGY FEE*** PERMIT APPLICATION NOTES - Value of Construction — In all cases, a value of construction amount should be entered by the applicant This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one extension of time for an additional period not to exceed 90 days. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR LECTRICAL CONTRACTOR: Signature: Print Name: Dake Ginestra Mailing Address: 12407 Mukilteo Speedway, A-170 Lynnwood Date: 03/01/2017 Day Telephone: (425) 347-7600 WA 98087 H:Applications\Fomu-Applications On LineU014 Applications\Electrical Permit Application Revised 1-1-14.docz Revised: January2014 bh City State Zip Page 2 of 2 Cash Register Receipt City of Tukwila DESCRIPTIONS I ACCOUNT QUANTITY PermitTRAK PAID $4,193.78 EL17-0183 Address: 8701 E MARGINAL WAY S BLDG 14-02 Apn: 0007400033 $4,124.16 ELECTRICAL $3,927.77 PERMIT FEE MULTI-FAM/COMM R000.322.101.00.00 0.00 $3,927.77 TECHNOLOGY FEE $196.39 TECHNOLOGY FEE R000.322.900.04.00 0.00 $196.39 EL17-0184 Address: 8701 E MARGINAL WAY S BLDG 14-02 , Apn: 0007400033 $69.62 ELECTRICAL $66.30 PERMIT FEE MULTI-FAM/COMM R000.322.101.00.00 0.00 $66.30 TECHNOLOGY FEE $3.32 TECHNOLOGY FEE R000.322.900.04.00 0.00 TOTAL FEES PAID BY RECEIPT: R11039 ,$3.32 $4,193.78 Date Paid: Wednesday, March 08, 2017 Paid By: DUTTON ELECTRIC Pay Method: CHECK 43230 Printed: Wednesday, March 08, 2017 9:18 AM 1 of 1 CRSYSTEMS INSPECTION RECORD Retain a copy with permit kip7 013 TIONNQ.NIIT N0. CITY OF TUKWILA BUILDING DIVISION Southcenter Blvd., #100, Tukwila. WA 98188 Permit In (206) 431-36 Inspection Request Line (206) 438-9350 INSPECTION 6300 Sou Project: 064 �� � � Type of Inspection: hvArt.... Address: of6-r,. /,� Date Called: ®, Special I structions: Date Wanted: CV -.'" m. Requester: (J Phone No: c 238 ificit Approved per applicable codes. E Corrections required prior to approval. COMMENTS: Inspector: Date: °go( '7 REINSPECTIOh9 FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. ELECTRICAL PANEL SCHEDULE Panel Designation Panel Type Main Bkr Rating Panel Rating Ref. Dwg.No. Revision Engineer GA4 WITH ION 7650 (NEMA 12) IEM PIE 400A SKLC 600A, 277/480V, 3PH, 4W, 42KAIC 14-02-1E110 SAZAN/SOPHIE LIM HLM Location, bldg. 14-02 col. A/4 Date Installed Feeder Size (2) 4#250KCMIL, 1#1G EA Fed From GENERATOR Revised Ckt NEW Date Revised 06.21.16 Job Number W3344174 Ckt Breaker Type , Frame I Trip Wire Size Load Served Load Amps Ph A Ph B Ph C Location 1a 3b 5c SGLC 400A 2X #500 BLDG 14-01 2X #500 400A ATS, BLDG 14-01 4TH FLOOR B/9 4TH FLR 2X #500 7a 9b 11c SGLC 70A #4 22.4 #4 PANEL X4A-1 VIA 70A ATS 22.4 A/4 #4 22.4 13a 15b 17c SGLC SPACE W/ HARDWARE 2a 4b 6c SGLC SPACE W/ HARDWARE 8a 10b 12c SGLC SPACE W/ HARDWARE 14a 16b 18c SGLC SPACE W/ HARDWARE Total KVA = 18.6 EXISTING LOAD REVIEWED FOR COMPLIANCE WITH NEPA 70 NEC APR 17 2017 City of Tukwila BUILDING DIVISION 3/7/2017 14-02GA4.xlsx TOTAL 22.4 22.4 22.4 RECEIVED CITY OF TUKWILA MAR 0 3 2017 PERMIT CENTER '111 1-0* ELECTRICAL PANEL SCHEDULE Panel Designation X4A-1 Location, bldg. 14-02 NEMA 12 col. A.5/4 Panel Type IEM PIE Date Installed Main Bkr Rating 100A Feeder Size 1-1/4"C,3#4, 1#8G Panel Rating 480Y/277, 3PH,3W, 225A, 42KAIC Fed From XA4 VIA ATS Ref. Dwg.No. Revision Engineer 14-02-1E110 SAZAN/SOPHIE LIM Revised Ckt Date Revised Job Number NEW 06.21.16 W3344174 Ckt Breaker Type Frame I Trip Wire Size Load Served Load Amps Ph A Ph B Ph C Location la 3b THQB THQB 40 #6 ENCLOSED CKT BKR CB-GP1 VIA 15KVA XFMR T-GP1 29 A -B/4 #6 29 5c THQB 20 SPARE 7a SPACE W/ HARDWARE 9b SPACE W/ HARDWARE 11c SPACE W/ HARDWARE 13a SPACE W/ HARDWARE 15b SPACE W/ HARDWARE 17c SPACE W/ HARDWARE 2a 4b 6c THQB 25 #8. 3 N4 #8 PANEL X4A-2 VIA 15KVA XFMR 3 #8 3 8a THQB 20 SPARE 10b THQB 20 SPARE 12c THQB 20 SPARE 14a THQB 20 SPARE 16b THQB 20 SPARE 18c THQB 20 SPARE Total KVA = 18.6 TOTAL 32 32 Panel Designation Panel Type Main Bkr Rating Panel Rating Ref. Dwg.No. Revision Engineer ELECTRICAL PANEL X4A-2 (NEMA 12) IEM PIE 60A 225A '208Y/120, 3PH,4W, 10KAIC 14-02-1 E60 SAZAN/SOPHIE LIM SCHEDULE Location, bldg. 14-02 Date Installed Feeder Size Fed From Revised Ckt Date Revised Job Number col. A.5/4 1-114"C,4#4, 1#8G VIA 15KVA XIS PANEL XA4-1/2,4,6 NEW 06.21.16 W3344174 Ckt Breaker Type Frame 1 Trip Wire Size Load Served Load Amps Ph A Ph B 1 Ph C Location 1a THQB 20 SPARE 3b THQB 20 #12 CMCS CONTROL PANEL 4 5c THQB 20 SPARE 7a THQB 20 SPARE 9b THQB 20 SPARE 11c THQB 20 SPARE 13a 15b 17c THQB 30 #8 PANEL X2P2 BLDG 14-03 4 #8 4 #8 4 2a THQB 20 #12 EMERGENCY LTS 6 A/4 4b THQB 20 SPARE 6c THQB 20 SPARE 8a THQB SPACE WIITH HARDWARE 10b THQB SPACE WITH HARDWARE 12c THQB SPACE WITH HARDWARE 14a THQB SPACE WITH HARDWARE 16b THQB SPACE WITH HARDWARE 18c THQB SPACE WITH HARDWARE Total KVA = 2.54 TOTAL 10 ELECTRICAL PANEL SCHEDULE Panel Designation X2P2 (NEMA 12) Panel Type IEM PIB Main Bkr Rating 30A Panel Rating 208Y/120, 3PH,4W, 100A Ref. Dwg.No. Revision Engineer 14-03-1E10 SAZAN/SOPHIE LIM Location, bldg. 14-03 Date Installed col. D.5/5 Feeder Size 1C,4#8, 1#10G Fed From BLDG 14-02 X4A-2 Revised Ckt Date Revised Job Number NEW 06.21.16 W3344174 Ckt Breaker Type Wire Size Load Served Load Amps Location Frame Trip Ph A : Ph B Ph C la THQB 20 #12 EMERGENCYLTS 1 6c THQB 3b THQB 20 #12 ADT TRANSMITTER 4 5c THQB 20 #12 EMERGENCY LTS 1 2a : THQB 20 #12 EMERGENCY LTS - EXIT SIGN 1 4b THQB 20 #12 EMERGENCY LTS 4 6c THQB 20 SPARE OIMN = 1. TAL 2 1 AdOi 011000 llWlf3c'. PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: EL17-0183 DATE: 03/09/17 PROJECT NAME: THE BOEING COMPANY #14-02 SITE ADDRESS: 8701 E MARGINAL WAY S #14-02 X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: -"? AU) C' 1 ?-17 Building Division Public Works Fire Prevention Structural Planning Division ❑ Permit Coordinator ❑ PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: 03/14/17 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required DUE DATE: ❑ Approved with Conditions ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) 04/11/17 Notation: REVIEWER'S INITIALS: DATE: {Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire 0 mg 0 PW 0 Staff Initials: 12/18/2013 DUTTON ELECTRIC COMPANY INC Hoene Espanol Contact Search L&I Page 1 of 2 SEAlititv A -Z Index Help My L&I Safety & Health Claims & Insurance Workplace Rights Trades & Licensing 0 Washington State Department of Labor & Industries DUTTON ELECTRIC COMPANY INC Owner or tradesperson Principals GINESTRA, DAVID L, PRESIDENT DEANE, BRUCE D, VICE PRESIDENT GINESTRA, DAVID LEE, AGENT Doing business as DUTTON ELECTRIC COMPANY INC WA UBI No. 601 052 701 12407 MUKILTEO SPDWY STE A170 LYNNWOOD, WA 98087 425-347-7600 SNOHOMISH County Business type Corporation Governing persons EARL E DUTTON BRUCE D DEANE; DAVID L GINESTRA; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Electrical Contractor Active. Meets current requirements. License specialties GENERAL License no. DUTTOEC137P3 Effective — expiration 10/23/1987-10/27/2017 Designated administrator MCLAUGHLIN, DAVE License type Master Electrician Bond HARTFORD FIRE INS CO Bond account no. 341952 Savings No savings accounts during the previous 6 year period. License Violations No license violations during the previous 6 year period. Active. Meets current requirements. License no. MCLAUD*965PK $4,000.00 Effective date 06/20/1998 EXpiration date Until Canceled IWorkers' comp Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601052701&LIC=DUTTOEC137P3&SAW= 4/19/2017 BOEING COMPANY BUILDING 14-02 REPLACE EMERGENCY GENERATOR 8701 EAST MARGINAL WAY SOUTH VICINITY MAP AREA MAP CODE SUMMARY SCOPE OF WORK SAZAN GROUP DAWI\G I\DEX SHEET DRAWING SHEET TITLE N0. NO. GO 14 -02 -GO COVER SHEET G1 14-02-G1 DRAWING INDEX BUILDING 14-02 STRUCTURAL DRAWINGS S2 14-02-S2 STRUCTURAL GENERAL NOTES C87 14-YRD-C87 SITE PLAN C525 14-YRD-0525 GENERATOR FOUNDATION PLAN AND DETAILS C526 14-YRD-0526 MISCELLANEOUS ASPHALT PAVEMENT DETAILS ELECTRICAL DRAWINGS E2R 14-02-E2R 480 VOLT MAIN FEEDER PLAN - REMOVAL E5R 14-02-E5R EMERGENCY ONE LINE DIAGRAM - REMOVAL 1 E1 OR 14-02-1 E1 OR LIGHTING PLAN - REMOVAL 1E11OR 14-02-1E11OR 480Y/277V POWER PLAN - REMOVAL UGE500R 14-02-UGE500R UNDERGROUND CONDUIT PLAN - REMOVAL E2 14-02-E2 480 VOLT MAIN FEEDER PLAN 1E4 14-02-1E4 ONE LINE DIAGRAM E5 14-02-E5 EMERGENCY ONE LINE DIAGRAM E9 14-02-E9 GROUNDING PLAN 1E10 14-02-1E10 LIGHTING PLAN 1E60 14-02-1E60 208Y/120V POWER PLAN 1E110 14-02-1E110 480Y/277V POWER PLAN 1E210 14-02-1E210 CMCS PLAN UGE500 14-02-UGE500 UNDERGROUND CONDUIT PLAN E503 14-02-E503 ELEVATION - REFERENCE ONLY 1400 14-02-1400 CMCS DETAILS, SCHEDULES BUILDING 14-03 ELECTRICAL DRAWINGS 1E10 14-003-1E10 LIGHTING PLAN REVIEWED FOR COMPLIANCE WITH NFPA70 - NEC APR 17 2017 City of Tukwila— BUILDING DIVISION RECEIVED CITY OF TUKWILA PERMIT CENTER ELI1-01 AN GROUP ISSUE FOR CONSTRUCTION 06.21.16 600 Stewart St., Ste 1400 Seattle, Washington 98101 Tel 206.267.1700 Fax 206.267.1701 SAZAN # 444-1577 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ORIG 14-02 REPLACE DIESEL GENERATOR W3344174 SAZAN/SL 06.21.16 Q BOE/NGm 06/21/2016 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN DATE CHECKED SUBTITLE DRAWING INDEX CURRENT REVISION W3344174 SYMBOL^ SIG DATE 06.21.16 10:00:35 AM APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE 14-02 REPLACE DIESEL GENERATOR BUILDING 14-02/03 MECHANICAL MASTER THOMPSON, WA SHEET G1 JOB NO. COMP NO. DWG NO. 14-02-G1 GENERAL NOTES THESE GENERAL NOTES ARE TO BE USED AS A SUPPLEMENT TO THE SPECIFICATIONS. ANY DISCREPANCIES FOUND AMONG THE DRAWINGS, THE SPECIFICATIONS, THESE GENERAL NOTES AND THE SITE CONDITIONS SHALL BE REPORTED TO THE ENGINEER, WHO SHALL CORRECT SUCH DISCREPANCIES IN WRITING. ANY WORK DONE BY THE CONTRACTOR AFTER DISCOVERY OF A DISCREPANCY SHALL BE DONE AT THE CONTRACTOR'S RISK. THE CONTRACTOR SHALL VERIFY AND COORDINATE DIMENSIONS AMONG ALL DRAWINGS PRIOR TO PROCEEDING WITH ANY WORK OR FABRICATION. THE STRUCTURE HAS BEEN DESIGNED TO RESIST CODE REQUIRED VERTICAL AND LATERAL FORCES AFTER THE CONSTRUCTION OF ALL STRUCTURAL ELEMENTS HAS BEEN COMPLETED. STABILITY OF THE STRUCTURE PRIOR TO COMPLETION IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THIS RESPONSIBILITY INCLUDES BUT IS NOT LIMITED TO: JOB SITE SAFETY, ERECTION MEANS, METHODS, AND SEQUENCES, TEMPORARY SHORING, FORMWORK, BRACING AND USE OF EQUIPMENT AND CONSTRUCTION PROCEDURES. PROVIDE ADEQUATE RESISTANCE TO LOADS ON THE STRUCTURES DURING CONSTRUCTION PER SEI/ASCE STANDARD NO. 37-02 "DESIGN LOADS ON STRUCTURES DURING CONSTRUCTION." CONSTRUCTION OBSERVATION BY THE STRUCTURAL ENGINEER IS FOR GENERAL CONFORMANCE WITH DESIGN ASPECTS ONLY AND IS NOT INTENDED IN ANY WAY TO REVIEW THE CONTRACTOR'S CONSTRUCTION PROCEDURES. SAFETY THE CONTRACTOR IS RESPONSIBLE FOR THE SAFE REMOVAL AND INSTALLATION OF ALL ITEMS NOTED ON THE DRAWINGS AND IN THE SPECIFICATIONS. SPECIAL CARE SHALL BE TAKEN TO PREVENT HARM TO ANY REMAINING BUILDING COMPONENTS AND SYSTEMS DURING REMOVAL AND INSTALLATION. THIS INCLUDES PREVENTING DAMAGE AND FIRES FROM EQUIPMENT USED FOR CUTTING, GRINDING OR HEATING. ALL SUCH WORK SHALL BE COORDINATED WITH BOEING FIRE PROTECTION SERVICES. EXISTING FINISHES, INSULATION AND OTHER RELATED MATERIAL MAY CONTAIN HAZARDOUS MATERIALS. THE CONTRACTOR SHALL SURVEY ALL ITEMS TO BE REMOVED OR MODIFIED AND SHALL TAKE APPROPRIATE STEPS TO SAFELY WORK WITH AND AROUND SUCH MATERIALS. REMOVAL OR ALTERATION (INCLUDING CUTTING, WELDING OR HEATING) OF ANY HAZARDOUS MATERIAL SHALL BE COMPLETED IN A SAFE MANNER IN ACCORDANCE WITH ALL BOEING STANDARDS AND PROTOCOLS AND ALL APPLICABLE LAWS AND REGULATIONS. QUALITY CONTROL COMPLY WITH SPECIFIED PROJECT STANDARDS AS A MINIMUM FOR QUALITY FOR THE WORK, EXCEPT WHERE THE DRAWINGS, CODE TOLERANCES, OR SPECIFIC REQUIREMENTS INDICATE HIGHER STANDARDS OR MORE PRECISE WORKMANSHIP. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CORRECTING ALL SITE CONDITIONS CAUSED BY CONSTRUCTION ACTIVITIES. PROTECT ALL EXISTING AND NEW UTILITIES, STRUCTURES AND EQUIPMENT FROM DAMAGE. CONSTRUCT ALL ITEMS AND COMPONENTS IN FULL ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS. ANY VARIANCE MUST HAVE WRITTEN APPROVAL BY THE ENGINEER PRIOR TO CONSTRUCTION. UNLESS OTHERWISE NOTED, ALL NEW WORK SHALL MATCH EXISTING IN LINE AND ELEVATION. SHOULD THESE LINES AND ELEVATIONS CONFLICT WITH THE LINES AND ELEVATIONS SHOWN ON THE DRAWINGS, CONTACT THE OWNER AND ENGINEER IMMEDIATELY. COORDINATION THE CONTRACTOR SHALL COORDINATE WORK WITH THE OWNER, WORK OF ALL OTHER TRADES AND CONCURRENT ON-SITE PROJECTS. DRAWING INTERPRETATION THE DRAWINGS SHOW BOTH NEW AND EXISTING CONDITIONS. NEW WORK IS ANNOTATED WITHOUT ANY SPECIAL DESIGNATION. EXISTING MATERIAL OR CONFIGURATION ANNOTATIONS ARE APPENDED WITH AN (E) OR ARE CALLED OUT AS EXIST OR EXISTING. SUCH EXISTING ANNOTATIONS ARE FOR REFERENCE AND CLARITY ONLY, AND SHALL BE FIELD VERIFIED. PRIMARY STRUCTURAL ELEMENTS ARE DIMENSIONED ON STRUCTURAL PLANS AND DETAILS AND OVERALL LAYOUT OF STRUCTURAL PORTION OF WORK. STRUCTURAL DETAILS SHOW DIMENSIONAL RELATIONSHIPS TO CONTROL DIMENSIONS DEFINED BY EXISTING CONDITIONS. DETAILING AND SHOP DRAWING PRODUCTION FOR STRUCTURAL ELEMENTS WILL REQUIRE DIMENSIONAL INFORMATION CONTAINED IN BOTH THE FIELD AND STRUCTURAL DRAWINGS. EXISTING STRUCTURE AND MEMBER SIZES EXISTING STRUCTURAL DIMENSIONS AND MEMBER SIZES ARE FOR REFERENCE ONLY. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN FIELD PRIOR TO FABRICATION. THE CONTRACTOR SHALL VERIFY THE ACTUAL CONFIGURATION OF EXISTING CONSTRUCTION AND THE CONDITION OF THE STRUCTURE BEFORE BEGINNING WORK. ANY DISCREPANCIES OR UNSOUND CONDITIONS SHALL BE REPORTED TO THE ENGINEER FOR RESOLUTION BEFORE BEGINNING WORK. DIMENSIONS CONTRACTOR SHALL FIELD VERIFY ALL EXISTING DIMENSIONS AND CONFIGURATIONS. WHERE CONTRACTOR FINDS DIFFERENCES BETWEEN DIMENSIONS OR CONFIGURATIONS SHOWN ON THE DRAWINGS AND THE AS -BUILT CONDITION, THE CONTRACTOR SHALL SUBMIT DETAILED INFORMATION REGARDING THE DIFFERENCES TO THE ENGINEER FOR REVIEW AND APPROVAL OR FOR MODIFICATION. DETAILS ARE SUBJECT TO CHANGE BY THE ENGINEER IF FIELD VERIFICATION SHOWS SUBSTANTIVE DIFFERENCES FROM THE DRAWINGS. STANDARDS ALL METHODS, MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE 2012 INTERNATIONAL BUILDING CODE (IBC) AS AMENDED AND ADOPTED BY PIERCE COUNTY, WA. DESIGN CRITERIA VERTICAL LOADS AREA/ITEM DESIGN DEAD LOAD LIVE LOAD SNOW LOAD CONCENTRATED LOADS GENERATOR FOUNDATION 60,000LB 50 PSF pg = 20 PSF N/A LATERAL FORCES LATERAL FORCES ARE TRANSMITTED BY THE EQUIPMENT STRUCTURE DIRECTLY TO THE NEW FOUNDATION WHERE ULTIMATE DISPLACEMENT IS RESISTED BY PASSIVE PRESSURE OF EARTH AND SLIDING FRICTION. OVERTURNING IS RESISTED BY DEAD LOAD OF THE STRUCTURE AND FOUNDATION. SEISMIC 1. SEISMIC IMPORTANCE FACTOR, Ie: 2. RISK CATEGORY: 3. LOCATION: 5. SITE CLASS: 6. SPECTRAL RESPONSE ACCELERATIONS: 7. DESIGN SPECTRAL RESPONSE ACCELERATIONS: 8. SEISMIC DESIGN CATEGORY: 9. OPERATING WEIGHT OF GENERATOR, W: 10. ANALYSIS PROCEDURE: FOR NONBUILDING STRUCTURES". GENERATOR WIND: 1. BASIC WIND SPEED, V: 2. DIRECTIONALITY FACTOR, Kd: 3. EXPOSURE CATEGORY: 4. TOPOGRAPHIC FACTOR: 5. GUST EFFECT FACTOR: 6. ENCLOSURE CLASSIFICATION: 7. INTERNAL PRESSURE COEFFICIENT, GCpi: SYM REVISION 1.5 IO LATITUDE 47.52YN LONGITUDE -122.304'W D Ss = 1.514 Sos = 0.909 D 60K ASCE 7-10 CHAPTER 15 "SEISMIC DESIGN REQUIREMENTS IS CONSIDERED A RIGID SELF-SUPPORTING NONBUILDING STRUCTURE. S, = 0.575 Sp1 = 0.921 110 MPH 3 -SECOND GUST WIND SPEED 0.95 C 1.0 0.85 OPEN BUILDING 0.00 14-02 REPLACE DIESEL GENERATOR W3344174 BY CP&A/TAH APPROVED DATE SYM LATERAL FORCES (CONTINUED) SNOW: 1. EXPOSURE CATEGORY 2. EXPOSURE FACTOR (FULLY EXPOSED), Ce: 3. THERMAL FACTOR, Ct: 4. SNOW IMPORTANCE FACTOR (RISK CATEGORY IV) SOIL BEARING C 0.9 1.0 1.2 SOIL BEARING STRENGTH: MINIMUM 1500 PSF (PRESUMPTIVE) CONCRETE MIXING, BATCHING, TRANSPORTING, PLACING, AND CURING OF ALL CONCRETE, AND SELECTION OF CONCRETE MATERIALS, SHALL CONFORM TO ACI 301, "SPECIFICATION FOR STRUCTURAL CONCRETE FOR BUILDINGS," EXCEPT AS NOTED BELOW. PROPORTIONS OF AGGREGATE TO CEMENTITIOUS PASTE SHALL BE SUCH AS TO PRODUCE A DENSE, WORKABLE MIX THAT CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER. MIX DESIGNS LISTED BELOW SHALL BE SUBMITTED TO THE ENGINEER AND APPROVED PRIOR TO USE. SELECTION OF CONCRETE MIX PROPORTIONS SHALL BE IN ACCORDANCE WITH ACI 301. MIX PROPORTIONS SHALL MEET OR EXCEED THE REQUIREMENTS LISTED BELOW FOR THE LOCATIONS NOTED. THE MORE STRINGENT OF THE REQUIREMENTS LISTED SHALL GOVERN. MAXIMUM SIZE OF AGGREGATE SHALL BE AS LISTED BELOW. MAXIMUM FLY ASH AS A PERCENTAGE OF TOTAL WEIGHT OF CEMENTITIOUS MATERIAL SHALL BE 30 PERCENT. FLY ASH SHALL BE CLASS F, MEETING ASTM C618 REQUIREMENTS. WATER/CEMENT RATIO SHALL BE BASED ON TOTAL CEMENTITIOUS MATERIAL, INCLUDING FLY ASH AND OTHER POZZOLANIC MATERIALS. CONCRETE MIX: EACH CONCRETE MIX SUBMITTED SHALL HAVE THE SLUMP SPECIFIED. SLUMP SHALL BE MEASURED AT THE DISCHARGE OF THE TRUCK BY THE CONTRACTOR. IF CONCRETE IS PUMPED, SLUMP SHALL BE MEASURED AT THE DISCHARGE END OF THE PUMP LINE. SLUMPS SHALL BE WITHIN +1 INCH AND -1 INCH OF THE SPECIFIED SLUMP. ALL ADMIXTURES SHALL BE CHLORIDE FREE UNLESS APPROVED IN WRITING BY THE ENGINEER. CONCRETE MIX SPECIFICATION TABLE: LOCATION SLABS ON GRADE REINFORCING STEEL: f'c MIN (PSI) 4,000 TEST AGE (DAYS) 28 MAX W/C RATIO 0.45 MAX AIR AGGREGATE CONTENT SIZE PERCENT 1" 6% ALL REINFORCING SHALL BE NEW BILLET STOCK ASTM A 615, GRADE 60. BARS SHALL BE SECURELY TIED IN PLACE WITH IRON WIRE. BARS SHALL BE SUPPORTED ON ACCEPTABLE CHAIRS. REINFORCING STEEL SHALL BE DETAILED IN ACCORDANCE WITH THE ACI "MANUAL OF STANDARD PRACTICE FOR DETAILING OF REINFORCED CONCRETE STRUCTURES." SHOP DRAWINGS (INCLUDING PLACING PLANS AND ELEVATIONS) SHALL BE SUBMITTED TO AND REVIEWED BY THE ENGINEER BEFORE STARTING FABRICATION. NO HEATING OR BENDING OF REINFORCING BARS EXTENDING FROM HARDENED CONCRETE IS PERMITTED. NO REINFORCING BARS SHALL BE WELDED. REINFORCING BARS SHALL BE LAP SPLICED FOR TENSION (Lsc) UNLESS OTHERWISE NOTED ON THE DRAWINGS. MINIMUM CAST -IN-PLACE CONCRETE OVER REINFORCING STEEL, UNLESS OTHERWISE NOTED, SHALL BE AS FOLLOWS: 1. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3 INCHES 2. OTHER - AS NOTED ON DRAWINGS. MISCELLANEOUS EPDXY GROUTED ANCHORS: HILTI HAS -R 316 SS ANCHOR ROD UNLESS NOTED OTHERWISE. NON -SHRINK GROUT: MASTER BUILDERS "MASTERFLOW 555" OR PRE -APPROVED EQUAL. GROUT SHALL CONFORM TO CRD -C621 AND ASTM C1107 WHEN TESTED AT A FLUID CONSISTENCY PER CRD- C611-85 FOR 30 MINUTES. GROUT MAY BE PLACED FROM A 25 SECOND FLOW TO A STIFF PACKING CONSISTENCY. FILL OR PACK ENTIRE SPACE UNDER PLATES OR SHAPES. FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR PREPARATION, INSTALLATION, AND CURING. EPDXY GROUT IN CONCRETE: HILTI HIT-HY 150 MAX -SD OR PRE -APPROVED EQUAL. TWO PART LOW SAG EPDXY. USE EQUIPMENT WHICH WILL ACCURATELY MIX AND DISPENSE THE COMPONENTS. HOLE SHALL BE HAMMER -DRILLED ONLY. HOLE SHALL BE DRY AND CLEANED WITH WIRE BRUSH AND PRESSURIZED AIR JUST PRIOR TO INSTALLING GROUT. THE REBAR OR ROD SHALL BE ROTATED AS IT IS PUSHED INTO THE HOLE. COLD WEATHER GROUTING SHALL BE DONE WITH PROPER GROUT FORMULA. FOLLOW ALL MANUFACTURER'S RECOMMENDATIONS. GENERAL REQUIREMENTS PRE -APPROVED SUBSTITUTIONS SUBSTITUTIONS MAY BE ALLOWED ONLY IF THEY MEET THE REQUIREMENTS OF THESE GENERAL NOTES AND THE SPECIFICATIONS, AND IF COMPLETE WRITTEN ENGINEERING DATA FOR EACH CONDITION REQUIRED FOR THIS PROJECT IS PROVIDED TO THE STRUCTURAL ENGINEER TWO WEEKS PRIOR TO BID DATE AND APPROVED IN WRITTEN ADDENDA BY THE ENGINEER. ALL INCREASED COSTS IN MECHANICAL, SPRINKLER, ELECTRICAL OR GENERAL INSTALLATION AND ANY ARCHITECTURAL OR STRUCTURAL REDESIGN RESULTING FROM SUBSTITUTION SHALL BE BORNE BY THE GENERAL CONTRACTOR. SHOP DRAWINGS/SUBMITTALS THE FOLLOWING SHOP DRAWINGS/SUBMITTALS SHALL BE PROVIDED FOR REVIEW AND APPROVAL BY THE STRUCTURAL ENGINEER PRIOR TO FABRICATION OR DELIVERY. 1. STRUCTURAL STEEL 2. MISCELLANEOUS STEEL 3. CONTRACTOR'S STATEMENT OF RESPONSIBILITY REVISION BY STRUCTURAL ENGR. X X X APPROVED DATE 06.21.16 BLDG. DEPT. X X X STATEMENT OF SPECIAL INSPECTIONS: 1. SPECIAL INSPECTION BY A REGISTERED DEPUTY BUILDING INSPECTOR, IN CONTRACT WITH THE OWNER AND APPROVED BY THE ARCHITECT AND THE BUILDING OFFICIAL, SHALL BE REQUIRED FOR THE FOLLOWING TYPES OF WORK: ITEM BUILDING CODE REFERENCE STEEL 1705.2 WELDING OF STRUCTURAL STEEL CONCRETE 1. INSPECTION OF REINFORCING STEEL 4. INSPECTION OF ANCHORS POST -INSTALLED 5. VERIFYING USE OF REQUIRED DESIGN MIX 6. CONCRETE IS SAMPLED 7. INSPECTION OF CONCRETE PLACEMENT 8. INSPECTION FOR MAINTENANCE 12. INSPECT FORMWORK 1705.3 2. SPECIAL INSPECTIONS SHALL NOT BE REQUIRED WHEN THE WORK IS DONE ON THE PREMISES OF A FABRICATOR REGISTERED AND APPROVED BY THE BUILDING OFFICIAL TO PERFORM SUCH WORK WITHOUT SPECIAL INSPECTION. 3. EPDXY OR EXPANSION TYPE ANCHORS SHALL BE APPROVED BY THE BUILDING OFFICIAL FOR THEIR USE AND SHALL BE INSTALLED ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS AND ICC PRODUCT APPROVAL. 4. SUMMARY REPORTS OF ALL INSPECTIONS AND TEST RESULTS SHALL BE DISTRIBUTED TO THE OWNER, ARCHITECT, STRUCTURAL ENGINEER, AND BUILDING OFFICIAL WITH DEFICIENCIES CLEARLY NOTED. 5. DEFICIENCIES SHALL BE REPORTED TO THE CONTRACTOR ON A DAILY BASIS. 7. DEFINITIONS OF SPECIAL INSPECTIONS AND TESTING FREQUENCY: "CONTINUOUS" - THE FULL-TIME OBSERVATION OF WORK REQUIRING SPECIAL INSPECTION BY AN APPROVED SPECIAL INSPECTOR WHO IS PRESENT IN THE AREA WHERE THE WORK IS BEING PERFORMED. "PERIODIC" - THE PART-TIME OR INTERMITTENT OBSERVATION OF WORK REQUIRING SPECIAL INSPECTION BY AN APPROVED SPECIAL INSPECTOR WHO IS PRESENT IN THE AREA WHERE THE WORK HAS BEEN OR IS BEING PERFORMED AND AT THE COMPLETION OF THE WORK. TABLE 1705.3 REQUIRED VERIFICATION AND INSPECTION OF CONRETE CONSTRUCTION VERIFICATION AND INSPECTION CONTINUOUS PERIODIC REFERENCED STANDARD° IBC REFERENCE 1. INSPECTION OF REINFORCING STEEL, INCLUDING PRESTRESSING TENDONS, AND PLACEMENT. - X ACI 318: 3.5, 7.1-7.7 1910.4 4. INSPECTION OF ANCHORS POST -INSTALLED IN HARDENED CONCRETE MEMBERSb. - X ACI 318: 3.8.6, 8.1.3, 21.1 .8 1909.1 5. VERIFYING USE OF REQUIRED DESIGN MIX.- X ACI 318: CH. 4,5.2-5.4 1904.2, 1910.2, 1910.3 6. AT THE TIME FRESH CONCRETE IS SAMPLED TO FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS, AND DETERMINE THE TEMPERATURE OF THE CONCRETE. X - ASTM C 172 ASTM C31 ACI 318: 5.6, 5.8 1910.10 7. INSPECTION OF CONCRETE AND SHOTCRETE PLACEMENT FOR PROPER APPLICATION TECHNIQUES. X - ACI 318: 5.9, 5.10 1910.6, 1910.7, 1910.8 8. INSPECTION FOR MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES. - X ACI 318: 5.11-5.13 1910.9 12. INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED. - X ACI 318: 6.1.1 - a. WHERE APPLICABLE, SEE ALSO SECTION 1705.11, SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE b. SPECIFIC REQUIREMENTS FOR SPECIAL INSPECTION SHALL BE INCLUDED IN THE RESEARCH REPORT FOR THE ANCHOR ISSUED BY AM APPROVED SOURCE IN ACCORDANCE WITH ACI 355.2 OR OTHER QUALIFICATION PROCEDURES. WHERE SPECIFIC REQUIREMENTS ARE NOT PROVIDED, SPECIAL INSPECTION REQUIREMENTS SHALL BE SPECIFIED BY THE REGISTERED DESIGN PROFESSIONAL AND SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO THE COMMENCEMENT OF THE WORK ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY ai Ito DEPT. DATE DRAWN DATE CHECKED SUBTITLE LV7 0183 ISSUE FOR CONSTRUCTION 06.21.16 STRUCTURAL GENERAL NOTES REVIEWED FOR COMPLIANCE WITH NEPA 70 o NEC APR 17 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA NAR 32017 PERMIT CENTER "EXPERIENCE, SERVICE, SOLUTIONS" • Job # 15023 CASPER, PHILLIPS & ASSOCIATES CURRENT REVISION W3344174 SYMBOL DATE 06.21.16 ENGINEER CHECKED APPROVED APPROVED TITLE 14-02 REPLACE DIESEL GENERATOR STRUCTURAL MASTER THOMPSON YARD THOMPSON SHEET S2 JOB NO. COMP NO. DWG NO. 14-002-S2 N 194800 CO N W N 194600 CO N w SYM REVISION BY APPROVED DATE SYM REVISION MATCH LINE - CONTINUATION SEE SHEET C83 MATCH LINE - CONTINUATION SEE SHEET C91 BY APPROVED DATE A 14-02 REPLACE DIESEL GENERATOR W3344174 CPA/TAH 06.21.16 gi,,,m."ramv.ffs) CCEPTABILITY THIS DESIGN AND/OR 711CKED SPECIFICATION IS APPROVED — ENGINEER DRAWN DATE SUBTITLE APPROVED BY DEPT. DATE CHECKED LEGE\J GE\EAL \OTES .EFEH\CE DAWI\GS CO\S-RUCTIOCOTES REVIEWED FOR COMPLIANCE WITH NPPA 70 - NEC APR 17 2017 City of Tukwila BUILDING DIVISION 20' 0' 20' 40' 60' ISSUE FOR CONSTRUCTION 06.21.16 SITE PLAN GRAPHIC SCALE C83 C82 C81 C80 W////, C87 l ////l C86 C85 C84 C91 C90 C89 Cab GIT\ ECEIVED OF TUKWILA MAR 0 3 2017 ERMIT CENTER "EXPERIENCE, SERVICE, SOLUTIONS" anni Job # 15023 CASPER PHILLIPS & ASSOCIATES CURRENT REVISION SYMBOL DATE W3344174 A 06.21.16 APPROVED APPROVED TITLE 14-02 REPLACE DIESEL GENERATOR 14-YRD SHEET C87 JOB NO. COMP NO. CIVIL MASTER YARD THOMPSON, WA DWG NO. 14-YRD-C87 Na1nRr.• 17 /:in /9n 1 n R•:in•5R a� PARTIAL HEIGHT CMU WALL(E) 6" 4'-8"± ATTACH STAIR AND PLATFORM TO SLAB PER MANUFACTURER'S INSTRUCTIONS. TRANSFORMER FOU N DATION (E) <t> SIM. ENERATOR SUBBASE N) L w c CONCRETE SLAB OVER EXISTING SLAB ON GRADE AND TRANSFORMER FOUNDATIONS SIM. CURB(E) SIM. CD O CHAMFER SLAB CORNER 3/4x3/4 ;ETAIL SCALE: 1/8" = 1'-0" REVISION CHAMFER SLAB CORNER 3/4x3/4 TRANSFORMER FOUNDATION(E) - SEE ELEC. DWGS. 6" DIA. PVC SCHEDULE 40 DRAIN PIPE. SLOPE 1/4" PER FOOT. CONCRETE SLAB BY cVI C87 C525 CONCRETE BLOCK WALL x CONCRETE GROUT CvU DAI\ HOLE SECTIO\ x r. SCALE: 1 1/2" = 1'-0" APPROVED DATE SYM REVISION BY APPROVED DATE 14-02 REPLACE DIESEL GENERATOR W3344174 CPA/TAH 06.21.16 FILL VOID WITH 2x WOOD BLOCKING CONCRETE WALL(E) ONCRETE SLAB r. TRANSFORMER FOUNDATION(E) 6" v-#4 CONT. e . - pe. /\\/\`/\�j\�j/��j/��jj\�j/\���j\�; 3" SECTION SCALE: 1/2" = 1'-0" CONCRETE WALL(E) v-#4 CONT. 8" SLAB ON GRADE(E e(e D. I> 1' e D • \%%\/\\/\\i�\>\�i\\% �/i�//%/ \.>;;moi . /7.\ /;:j/�e?/ \/ \//, I/ CONCRETE SLAB EQUAL EQUAL - -6 U w w w 3" #4 CONT. EQUAL e• A " 8" SLAB ON GRADE(E) SECTIO\ SCALE: 1/2" = 1'-0" 1/2" FIBERGLASS ASPHALT JOINT MATERIAL. TYPICAL SOUTH AND WEST EDGES. r HC IZ. WALL JO SECTIO\ I\T SCALE: 1 1/2" = 12" WIDE BY 36" LONG ALUMINUM STAIR TREAD TYPE 15 -SG -4 W/ SERRATED 1-3/4"x3/16" BEARING BARS AND CAST ABRASIVE NOSING. MANUFACTURED BY INTERSTATE GRATING. SLOPE TOP /-SLOPE GROUT GROUT VERTICAL SPACE VERTICAL WALL JOINTS SECTIO SCALE: 1 1/2" = 1'-0' IC) 1/2" DIAMETER STAINLESS STEEL ANCHOR BOLT, NUT AND WASHER AT CENTER OF L3x3 W/ 1" EDGE DISTANCE. EMBED 2" WITH EPDXY GROUT. TYPICAL EACH END OF TREAD. ALUMINUM L3x6x1/4x0'-11 1/2" W/ STAINLESS STEEL 3/8" DIAMETER BOLTS, NUTS, WASHER AND LOCK WASHER TO TREAD. TRIM TOP FLUSH WITH TREAD IF REQUIRED. TYP. EACH TREAD END. \`i\\ SECTIO\ A ALUMINUM 36" WIDE BY 36" LONG ADJUSTABLE HEIGHT STEP STAND BY GLOBAL INDUSTRIAL, ITEM#T9F249648. STAINLESS STEEL ANCHOR BOLT, WASHER AND NUT. EMBED 2" WITH EPDXY GROUT. DIAMETER PER STAIR MANUFACTURER'S RECOMMENDATIONS. TYPICAL 4 PLACES. SCALE: 1' = 1'-0" gBOE/NGm ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED 3/4x3/4 CHAMFER CURB(E) ' 2 #4 CONT. 3/4x3/4 CHAMFER CURB(E) 2 t w J 0' w t CATCH BASIN CO\CETE SLOPE APPROVED BY DEPT. DATE DRAWN DATE CHECKED SUBTITLE BE IEWED FOR COMPLIANCE WIT NFPA 70 - NEC APR 17 2011 LEGE\J INDICATES CONCRETE SLOPE DIRECTION. SEE DETAIL 1. o INDICATES EXISTING ELECTRICAL CONDUIT STUB -UP. 6 City of Tukwila BUILDING DIVISION ISSUE FOR CONSTRUCTION 06.21.16 GE\PAL \OTES FOUNDATION REINFORCING TOP REINFORCING: #4@12" 0.C. E.W. W/ 1 1/2" CLEAR. MINIMUM 24" LAP. EDGE REINFORCING: #4 CORNER BARS @ 12". O.C. EMBED EVERY OTHER BAR 4" INTO EXISTING CONCRETE WITH EPDXY GROUT. LAP 24" MINIMUM WITH TOP REINFORCING. TYPICAL ALL FOUR EDGES OF GENERATOR FOUNDATION AND INTERIOR AS SHOWN. NEW -TO -EXISTING TIE-IN REINFORCING: #4 BARS @ 2' 0.C. LAP 24" AND EMBED 3" INTO EXISTING CONCRETE PAD WITH EPDXY GROUT. OPENING REINFORCING: PROVIDE #4x4' AT 45 DEGREES CENTERED AT EACH CORNER OF OPENING. LOCATE AT TOP REINFORCING HEIGHT. CONCRETE CONCRETE SHALL BE AIR -ENTRAINED WITH f'c = 4000 PSI. SLOPE TOP OF CONCRETE 1/8" PER 12" AS SHOWN IN DETAIL 1. PROVIDE BROOM FINISH. SEE GENERAL NOTES ON SHEET S2 FOR ADDITIONAL INFORMATION. GENERATOR LOCATE GENERATOR MINIMUM 1' WEST OF CATCH BASIN AND PER MANUFACTURER'S REQUIREMENTS WITH BOEING APPROVAL. FASTEN GENERATOR TO FOUNDATION PER MANUFACTURER'S REQUIREMENTS. CATCH BASIN REMOVE GRATE FROM EXISTING CATCH BASIN. INSTALL NEW MATCHING CAST IRON CATCH BASIN FRAME AND GRATE ABOVE EXISTING CATCH BASIN. FORM CONCRETE AT OPENING TO DIRECT WATER FROM THE NEW FRAME INTO THE EXISTING FRAME. EFE �E\ CE DAWI\GS CO\ST�UCTIO\ \CTES PRIOR TO INSTALLATION OF REINFORCING, PRESSURE WASH EXISTING SLAB, TRANSFORMER PADS AND BOTTOM 18" OF 14-02 NORTH WALL. REMOVE ALL DIRT, MOSS, ETC. FROM SITE. ADJUST STEP HEIGHT TO PROVIDE THREE EQUAL HEIGHT RISERS +/- 1/8". ADJUST HEIGHT OF TOP STEP AND 12" WIDE TREAD FLUSH WITH TOP OF ADJACENT SLAB. CENTER DRAIN HOLES ON NEAREST BLOCK WALL CELL. EXTEND CONDUIT PER ELECTRICAL DRAWING UGE500 PRIOR TO POURING SLAB. RECEIVED CITY OF TUKWILA tL,I\R 0 3 nil PERMIT CENTER "EXPERIENCE, SERVICE, SOLUTIONS" MIR GENERATOR FOUNDATION PLAN & DETAILS • Job # 15023 GASPER, PHILLIPS & ASSOCIATES CURRENT REVISION W3344174 SYMBOL DATE 06.21.16 ENGINEER CHECKED APPROVED APPROVED TITLE CIVIL MASTER 14-02 REPLACE DIESEL GENERATOR THOv PSO YARD YA THOMPSON. WA SHEET C525 JOB NO. COMP NO. DWG NO. 14-YRD-0525 SYM REVISION BUILDING 14-02 6'-6"x6'-6" AT GRADE CONCRETE VAULT(E) BY 2'-0" PARKING AREA(E) APPROVED DETAIL 1 SCALE: 1/4" = 1'-0" DATE SYM REVISION BY APPROVED Cf.7.1 C526 DATE - 14-02 REPLACE DIESEL GENERATOR W3344174 CPA/TAH 06.21.16 1 10 Q�BOE/NG° ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN DATE CHECK D LEGE\D INDICATES EXTENT OF ASPHALT WORK. EXCAVATE, FILL AND PAVE AS NOTED IN GENERAL NOTES. GE\RAL � OTES 1. CONTRACTOR SHALL VERIFY EXTENTS OF ASPHALT WORK AND REPORT SIGNIFICANT DIFFERENCES TO PROJECT MANAGER PRIOR TO START OF WORK. WORK PERFORMED BEYOND EXTENTS SHOWN SHALL BE APPROVED BY THE PROJECT MANAGER PRIOR TO START OF WORK OTHERWISE THIS WORK IS DONE AT THE CONTRACTOR'S EXPENSE. 2. EXCAVATION 2.1. PROTECT STRUCTURES, UTILITIES, PAVEMENTS, FROM DAMAGE CAUSED BY SETTLEMENT, LATERAL MOVEMENT, UNDERMINING, WASHOUT, AND OTHER HAZARDS CREATED BY EARTH MOVING OPERATIONS. 2.2. REROUTE SURFACE WATER RUNOFF AWAY FROM EXCAVATED AREAS. DO NOT ALLOW WATER TO ACCUMULATE IN EXCAVATIONS. 2.3. REMOVE EXISTING SOIL TO A DEPTH OF 16" IN AREA SHOWN. 2.4. CAP AND REMOVE ABANDONED PIPES, CONDUITS, ETC. WITHIN THE EXCAVATED AREA. CONFIRM ITEMS ARE ABANDONED WITH PROJECT MANAGER PRIOR TO CAPPING AND REMOVING. 3. FILL 3.1. FILL EXCAVATED AREA WITH BASE COURSE MATERIAL. PLACE BASE COURSE ON SUBGRADES FREE OF MUD, FROST, SNOW AND ICE. 3.2. BASE COURSE MATERIAL SHALL BE CRUSHED ROCK BASE COURSE PER WSDOT 9-03.9(3). 3.3. PLACE BASE COURSE IN COMPACTED LAYERS NO LESS THAN 3 INCHES AND NO GREATER THAN 6 INCHES THICK. 4. ASPHALT PAVEMENT 4.1. ASPHALT PAVING SHALL BE lh INCH HMA (PG 58-22) IN ACCORDANCE WITH WSDOT SECTION 5-04 AND 9-03. 4.2. INSTALL PAVEMENT WITH MINIMUM 4 INCHES THICKNESS. EFEK CE DAWI \GS ELr1oI83 REVIEWED FOR COMPLIANCE WITH NFP ► O - NEC APR 17 2017 City of Tukwila BUILDING DIVISION CO\STUCTION \CTES ISSUE FOR CONSTRUCTION 06.21.16 SUBTITLE MISCELLANEOUS ASPHALT PAVE VIENT DETAILS ENGINEER CHECKED APPROVED APPROVED TITLE CIVIL MASTER 14-02 REPLACE DIESEL GENERATOR THOvPSO\ YARD YARD THOMPSON, WA RECEIVED CITY OF TUKWILA MAR 0 5 2.017 PERMIT CENTER "EXPERIENCE, SERVICE, SOLUTIONS" MMl Job # 15023 CASPER, PHILLIPS & ASSOCIATES CURRENT REVISION W3344174 SHEET SYMBOL C526 DATE 06.21.16 JOB NO. COMP NO. DWG NO. 14-YRD-05 26 14-02 Boiler Replacement\_Drawings\1 el 1 0.dwg I:\D3\12\1231-085 FSi Boe iane.wood O i r7 0 N N Q-) FROM BLDG. 14-01 SUB T4 / POST A2 AND X4B9 ATS �}- VIA MH #3 — SEE SHT YDE500 ED MOTOR CONTROL CENTER MCC -5 3"C, 4#4/O PANEL A3 (OLD 31 BH) (4)4"C, 4#500KCMIL 1 #4/OG (EA.) 111 INCOMING PULL BOX / 5 (5) 3-1/2"C STUBS 0 2 4 REMOVAL 1I FROM BLDG. 14-01 VIA VAULT IN PARKING LOT — SEE DWG 14—YRD-15KV ISSUE FOR CONSTRUCTION 06.21.16 LEGE\D GE\RAL \CTES 1. ALL CONDUIT TO BE 1/2' E.M.T. 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 600V OR LESS, 120/208 277/480V "A"PHASE LEFT BUS IN PANEL) BLACK BROWN "B"PHASE CENTER BUS IN PANEL) RED ORANGE "C"PHASE RIGHT BUS IN PANEL) BLUE YELLOW NEUTRAL WHITE GRAY EQUIPMENT GROUND GREEN 4. LARGE SIZE CONDUCTORS WHICH DO NOT HAVE COLORED JACKETS SHALL BE IDENTIFIED WHEREVER VISIBLE BY APPROPRIATELY COLORED TAPE. 5. ALL UNUSED CONDUIT AND WIRE TO BE REMOVED BACK TO SOURCE. 6. FEEDERS TO PANELS AND BUSWAYS SHOWN ON SHEETS E2 AND E3. 7. USE #10 THWN/THHN FOR COMMON NEUTRAL CONDUCTOR IN ALL 20 AMP MULTI—BRANCH RUNS. 8. DYMO LABEL ALL RECEPTACLES, JUNCTION BOXES, SWITCHES, ETC., WITH CIRCUIT IDENTIFICATION. 9. INSTALL REVISED PANEL SCHEDULES UPON COMPLETION OF JOB. 'EFE-H\CE DAWINGS CO\S-RUCTIO \OTES REFER TO 14-02-1 E11 OR FOR REMOVAL REQUIREMENTS. EXISTING PULL BOX TO REMAIN IN PLACE. EXISTING FEEDER TO REMAIN IN PLACE. 4"C STUB. REFER TO 14-02—UGE500 FOR REQUIREMENTS. REFER TO 14-02—UGE500R FOR REMOVAL REQUIREMENTS. CO [was 15kV cabling] jj_7,=, 0103 REVIEWED .FOR COMPLIANCE WITH NFPA70 m NEC APR 17 2017 City of Tukwila BUILDING DIVISION AZAN GROUP 600 Stewart St., Ste 1400 Seattle, Washington 98101 Tel 206.267.1700 Fax 206.267.1701 SAZAN # 444-1577 QQ CITY OF TU C1 APLAN tMi 0 3 St t: NONE PERMIT O,O4' 8' 12' SCALE: 1/4" = 1'-0" SYM A REVISION X14-02 REPLACE DIESEL GENERATOR W3344174 BY SAZAN/SL APPROVED DATE SYM REVISION BY APPROVED DATE 06.21.16 06/21/2016 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN D. OTTEN DATE 09.22.14 CHECKED SUBTITLE 480 VOLT MAIN FEEDER PLAN CURRENT REVISION W3344174 SYMBOL DATE 06.21.16 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE 14-02 REPLACE DIESEL GENERATOR BUILDING 14-02 ELECTRICAL MASTER THOMPSON, WA SHEET E2R JOB NO. COMP NO. DWG NO. . 14-02—E2R SLIM: 4/18/2016 3:25:25 PM I—R AIR COMPRESSOR I AD -1 BOILER B-1 —R AIR • COMPRESSOR REFER BOILER B-2 AIR DRYER A , 14 I © (2)4"C, 4#500KCMIL 1 #4/OG (EA.) BOILER B-3 )11iJ 110 PNL X4P� 7����z /11 FROM BLDG. 14-01 SUB T4 / POST A2 AND X4B9 ATS �}- VIA MH #3 — SEE SHT YDE500 ED MOTOR CONTROL CENTER MCC -5 3"C, 4#4/O PANEL A3 (OLD 31 BH) (4)4"C, 4#500KCMIL 1 #4/OG (EA.) 111 INCOMING PULL BOX / 5 (5) 3-1/2"C STUBS 0 2 4 REMOVAL 1I FROM BLDG. 14-01 VIA VAULT IN PARKING LOT — SEE DWG 14—YRD-15KV ISSUE FOR CONSTRUCTION 06.21.16 LEGE\D GE\RAL \CTES 1. ALL CONDUIT TO BE 1/2' E.M.T. 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 600V OR LESS, 120/208 277/480V "A"PHASE LEFT BUS IN PANEL) BLACK BROWN "B"PHASE CENTER BUS IN PANEL) RED ORANGE "C"PHASE RIGHT BUS IN PANEL) BLUE YELLOW NEUTRAL WHITE GRAY EQUIPMENT GROUND GREEN 4. LARGE SIZE CONDUCTORS WHICH DO NOT HAVE COLORED JACKETS SHALL BE IDENTIFIED WHEREVER VISIBLE BY APPROPRIATELY COLORED TAPE. 5. ALL UNUSED CONDUIT AND WIRE TO BE REMOVED BACK TO SOURCE. 6. FEEDERS TO PANELS AND BUSWAYS SHOWN ON SHEETS E2 AND E3. 7. USE #10 THWN/THHN FOR COMMON NEUTRAL CONDUCTOR IN ALL 20 AMP MULTI—BRANCH RUNS. 8. DYMO LABEL ALL RECEPTACLES, JUNCTION BOXES, SWITCHES, ETC., WITH CIRCUIT IDENTIFICATION. 9. INSTALL REVISED PANEL SCHEDULES UPON COMPLETION OF JOB. 'EFE-H\CE DAWINGS CO\S-RUCTIO \OTES REFER TO 14-02-1 E11 OR FOR REMOVAL REQUIREMENTS. EXISTING PULL BOX TO REMAIN IN PLACE. EXISTING FEEDER TO REMAIN IN PLACE. 4"C STUB. REFER TO 14-02—UGE500 FOR REQUIREMENTS. REFER TO 14-02—UGE500R FOR REMOVAL REQUIREMENTS. CO [was 15kV cabling] jj_7,=, 0103 REVIEWED .FOR COMPLIANCE WITH NFPA70 m NEC APR 17 2017 City of Tukwila BUILDING DIVISION AZAN GROUP 600 Stewart St., Ste 1400 Seattle, Washington 98101 Tel 206.267.1700 Fax 206.267.1701 SAZAN # 444-1577 QQ CITY OF TU C1 APLAN tMi 0 3 St t: NONE PERMIT O,O4' 8' 12' SCALE: 1/4" = 1'-0" SYM A REVISION X14-02 REPLACE DIESEL GENERATOR W3344174 BY SAZAN/SL APPROVED DATE SYM REVISION BY APPROVED DATE 06.21.16 06/21/2016 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN D. OTTEN DATE 09.22.14 CHECKED SUBTITLE 480 VOLT MAIN FEEDER PLAN CURRENT REVISION W3344174 SYMBOL DATE 06.21.16 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE 14-02 REPLACE DIESEL GENERATOR BUILDING 14-02 ELECTRICAL MASTER THOMPSON, WA SHEET E2R JOB NO. COMP NO. DWG NO. . 14-02—E2R SLIM: 4/18/2016 3:25:25 PM (2) 4"C, 4#500MCM EA. TO 14-01 BLD FEEDER FOR PANEL 'X4B9' C TO 14-03 BLDG. FEEDER FOR PANEL 'X4P2' VIA XFER SWITTCH \E -LI \E DIAGAv SCALE: NTS LEGE D GE \EAL OTES 1. ALL CONDUIT TO BE i"E.M.T. UNLESS OTHERWISE NOTED. 2. ALL WIRE TO BE #12 THWN UNLESS OTHERWISE NOTED. 3. THE FOLLOWING COLOR CODING TO CONDUCTORS SHALL BE OBSERVED ON ALL CIRCUITS 600 -VOLTS OR LESS. 120/208V 277/480V "A" PHASE (LFT BUS IN PNL) BLACK BROWN "B" PHASE (CTR BUS IN PNL) RED ORANGE "C" PHASE (RHT BUS IN PNL) BLUE YELLOW NEUTRAL WHITE GRAY EQUIPMENT GROUND GREEN 4. LARGE SIZE CONDUCTORS WHICH DO NOT HAVE COLORED JACKETS SHALL BE IDENTIFIED WHEREVER VISIBLE BY APPROPRIATELY COLORED TAPE. 5. ALL UNUSED CONDUIT AND WIRE TO BE REMOVED BACK TO SOURCE. INCLUDING PLUG-IN CIRCUIT BREAKERS ON BUSWAYS. 6. FEEDERS TO PANELS AND BUSWAYS SHOWN ON SHEETS E2 AND E3. 7. LABEL ALL RECEPTACLES, JUNCTION BOXES, SWITCHES, ETC., WITH CIRCUIT IDENTIFICATION. 8. INSTALL REVISED PANEL SCHEDULES UPON COMPLETION OF JOB. A 14-01-E5 CO\ STUCTI O\ \OYES INTERCEPT LIGHTING 14-02-1 E1 OR FOR EXISTING INCOMING REFER TO 14-02-1 REMOVE ELECTRICAL TO 14-02-1 E110R BRANCH CIRCUIT. REFER TO EXACT LOCATION. PULL BOX TO REMAIN IN PLACE. E11OR FOR LOCATION. EQUIPMENT AND FEEDERS. REFER FOR ADDITIONAL REQUIREMENTS. L\1 OI3 REMOVAL RECEIVED CITY OF TUKWILA MAR 03 20.7 PERMIT CENTER ISSUE FOR CONSTRUCTION 06.21.16 REVIEWED FOR COMPLIANCE WITH NPPA70 - NEC APR 17 2017 City of Tukwila BUILDING DIVISION SAZAN GROUP 600 Stewart St., Ste 1400 Seattle, Washington 98101 Tel 206.267.1700 Fax 206.267.1701 SAZAN # 444-1577 SYM REVISION A 14-02 REPLACE DIESEL GENERATOR W3344174 BY SAZAN/SL APPROVED DATE SYM REVISION BY APPROVED DATE 06.21.16 06/21/2016 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN D. OTTEN DATE 03.20.15 CHECKED SUBTITLE EMERGENCY ONE LINE DIAGRAM CURRENT REVISION W3344174 SYMBOL A DATE 06.21.16 APPROVED APPROVED BY DEPT. DATE ENGINEER D. OTTEN 03.20.15 CHECKED APPROVED APPROVED TITLE 14-02 REPLACE DIESEL GENERATOR BACK-UP GENERATOR FOR THOMPSON SITE ELECTRICAL MASTER THOMPSON, WA SHEET E5R JOB NO. COMP NO. DWG NO. 14-02-E5R SLIM: 4/18/2016 3:26:21 3a 7OW HPS K1 K100) (TYPICAL) MV MV MV 1/2"-#12 31BH/3 (TYPICAL) 1 2 If 31BH/7 PANEL A3 PANEL A3-1 (2) RELAYS -120 VOLT, CONT. 21BH/7a BLDG. PERMITER LIGHTING RELAY(RELAYS CONTROLLED PARKING LOT LIGHTING RELAY TBY P.E. CELL.) 7 EMERGENCY PULL BOX 30A -3P. BUILDING N.L. SWITCH 31BH/10abc TO PARKING LOT LIGHTS (480V) SEE 14.00-1E10 REMOVAL ISSUE FOR CONSTRUCTION 06.21.16 LEGE\D TANDEM 32WT8 4 -LAMP FLUORESCENT FIXTURE GE\PAL \OTES EFHE\CE NAM GS SEE TIF. FILE 114-02-2001 E10 FOR MYLAR DRAWING CO\STRUCTIO\ \OTES DISCONNECT AND REMOVE LIGHTING FIXTURE. REMOVE CONDUIT AND CONDUCTORS BACK TO J—BOX AS SHOWN. DISCONNECT AND REMOVE 30A/3P DISCONNECT SWITCH. REMOVE ASSOCIATED CONDUIT AND CONDUCTORS TO J—BOX AS SHOWN. INTERCEPT EXISTING LIGHTING BRANCH CIRCUIT WITH JUNCTION BOX AND MAINTAIN DOWNSTREAM BRANCH CIRCUIT FOR RECONNECTION. DISCONNECT AND REMOVE PULL BOX. REMOVE ASSOCIATED CONDUIT AND CONDUCTORS. REPLACE EXISTING BALLAST WITH NEW 120V ELECTRONIC START BALLAST AND CONNECT TO CIRCUIT INDICATED. REPLACE EXIT SIGN WITH NEW. REFER TO 14-02-1E10 FOR REQUIREMENTS. REVIEWED .FOR COMPLIANCE WITH NEPA 70 - NEC APR 17 2017 "City of Tukwila BUILDING DIVISION t.L f7OI83 Qq® SAZAN GROUP 600 Stewart St., Ste 1400 Seattle, Washington 98101 Tel 206.267.1700 Fax 206.267.1701 SAZAN # 444-1577 MAR 3 2VEY PLAN PERMIT CENg NONE 0 2' 0 4' 8' 12' SCALE: 1/4" = 1'-0" SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE CAD CONVERSION CADDNW 09.01.98 A 14-01 REACTIVATION - HIGHBAY 8093 TEB TB 9.2.10 B 14-02 REPLACE DIESEL GENERATOR W3344174 SAZAN/SL 06.21.16 Q1 BOE/NG v 06/21 /2016 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN DATE CHECKED SUBTITLE LIGHTING PLAN CURRENT REVISION W3344174 SYMBOL DATE 06.21.16 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE ELECTRICAL MASTER 14-02 REPLACE DIESEL GENERATOR BUILDING 14-02 COL. A—F/1-4 THOMPSON, WA SHEET IEIOR JOB NO. COMP NO. DWG NO. 14-02-1E1 OR OTTEN D: 03/20/15 11:52 CD 0 14-02 Boiler Replacement\_Drawings\ —085 FSi Boe 14) N 0 -0 0 0 0 r() 0 N LSH305 LSL305 LSLL305 LSHH304 M9 5HP 0 0 0 0- ) M10 5HP (1 1E110 E500 100A PNL A3/32,34,36 Feed to Propane Tank Bldg. 14-05 SEWE (CLAS i1 VFD VFD VFD IFSTATION DIV 1 AREA INSIDE) "C 6#12PWR & 8#14CNTRL SEWER LIFT STATION CONTROL PANEL 3/4"C,3#8 PNL.A3/20,22,24 Q O PUMP#1 MAKE—UP M'CC5#C2 & 3# 5HP MCC5/D-3L 3/4"C-3#1 , #12GND 1J 1, 0 MCC5/D-2R 4"C-3#12 /// 0 MCC5/D-2L 3/4"C-3#12, 12GND H.W. PUMP 3/4"C-3#12, #12GND 3/4"C-3#12, #12GND P-2 PUMP 14 -e 3/4HP SUMP PUMP 1/2"C,3#12,2#14 RIGID U— RD 1 /2"C,2#12 PNLA3/5ab 30A DISCONNECT FUEL HEAT XFRMR 24KVA B-1 3/4"C-3#12, H.W. PUMP #12GND P-3 9 SUMP 30 S 30 S B-3 ■ 30AS MCC5/B-3L 3/4"C-3#12, #12GND MCC5/B-3R 3/4"C-3#12, #12GND MCC5/C-3R 3/4"C-3#12, #12GND I—R AIR COMPRESSOR 60 HP 480V AIL �-3 I—R AIR COMPRESSOR 60 HP 480V ID 30A 1/2"C,3#12 PNL.A3/4a,b,c 7 x 3/4"C,3#12,1 #10GND CONTROL PANEL AD -1 PNL.A3 (11a,b,c) 1OHP X4P1/1,3,5 A3/ 7abc Corr pressor Cooling Tower Alarm Panel 1/! 1-1 /2"C,3#2,1 #6GND TO MCC 5/B2 REFER AIR DRYER 1-1/2"C,3#2,1#6GND TO MCC 5 A3/ 9abc MCC5 PNL.A3 (OLD 31 BH) (ABOVE PNLS) EMERGENCY PULLBOX INCOMING PULL BOX GENERATOR PANEL X4P1 / //' EXISTING HOUSE KEEPING PAD T8 XISTING OUSE EEPING PAD 7 LEGE\ D ❑S STOP BUTTON WITH LOCKOUT GE\RAL \OTES 1. ALL CONDUIT TO BE 1/2" E.M.T. 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 600V OR LESS, 120/208 277/480V "A"PHASE LEFT BUS IN PANEL) BLACK BROWN "B"PHASE CENTER BUS IN PANEL)RED ORANGE "C"PHASE RIGHT BUS IN PANEL) BLUE YELLOW NEUTRAL WHITE GRAY EQUIPMENT GROUND GREEN 4. LARGE SIZE CONDUCTORS WHICH DO NOT HAVE COLORED JACKETS SHALL BE IDENTIFIED WHEREVER VISIBLE BY APPROPRIATELY COLORED TAPE. 5. ALL UNUSED CONDUIT AND WIRE TO BE REMOVED BACK TO SOURCE. 6. FEEDERS TO PANELS AND BUSWAYS SHOWN ON SHEETS E2 AND E3. 7. USE #10 THWN/THHN FOR COMMON NEUTRAL CONDUCTOR IN ALL 20 AMP MULTI—BRANCH RUNS. 8. DYMO LABEL ALL RECEPTACLES, JUNCTION BOXES, SWITCHES, ETC., WITH CIRCUIT IDENTIFICATION. 9. INSTALL REVISED PANEL SCHEDULES UPON COMPLETION OF JOB. EFEE\CE AWINGS CO\\OTES DISCONNECT AND REMOVE PANEL. REMOVE CONDUIT AND CONDUCTORS AS SHOWN. INCOMING PULL BOX TO REMAIN IN PLACE. REFER TO 14-02-1 E1 OR FOR REMOVAL REQUIREMENTS. 4 DISCONNECT AND REMOVE TRANSFER SWITCH. REMOVE CONDUIT AND CONDUCTORS BACK TO SOURCE PANELS. REMOVE CONDUIT AND CONDUCTORS 6. FIELD VERIFY EXISTING CONDITIONS PRIOR TO COMMENCING WORK. ELI/ 0103 SAZAN REMOVAL ISSUE FOR CONSTRUCTION 06.21.16 GROUP 600 Stewart St., Ste 1400 Seattle, Washington 98101 Tel 206.267.1700 Fax 206.267.1701 SAZAN # 444-1577 REVIEWED FOR COMPLIANCE WITH NFPA 70 o NEC APR 17 2017 City of Tukwila BUILDING DIVISION 0 mow A0101git4 Aol 1E11OR n Y PLAN � E: NONE PERMIT CENTER 0 2' 0 4' 8' 12' SCALE: 1/4" = 1'-0" 0 0 0 0 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE A SEWER UFT STATION J#D83F0884 LRW 7.8.98 F 14-02 REPLACE DIESEL GENERATOR W3344174 SAZAN/SL 06.21.16 B CAD CONVERSION CADDNW 09.08.98 C INSTALL AIR COMPRESSORS 522267-01 MBS CAS 6/14/04 D INSTALL VFD INPUT REACTOR 1001718824 MBS E 14-02 BOILER REPLACEMENT 15796 CASNE 12.21.12 06/21/2016 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN L.WILLIAMS CHECKED DATE 7.8.98 SUBTITLE 480Y/277V POWER PLAN CURRENT REVISION W3344174 SYMBOL DATE 06.21.16 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE ELECTRICAL MASTER 14-02 REPLACE DIESEL GENERATOR BUILDING 14-02 COL. A—F/1-4 THOMPSON, WA 5� IEIIOR JOB NO. COMP NO. DWG NO. .14-02-1E110R 9/15/2015 3:17:59 PM B-2 3/4"C-3#12, H.W. PUMP #12GND P-3 9 SUMP 30 S 30 S B-3 ■ 30AS MCC5/B-3L 3/4"C-3#12, #12GND MCC5/B-3R 3/4"C-3#12, #12GND MCC5/C-3R 3/4"C-3#12, #12GND I—R AIR COMPRESSOR 60 HP 480V AIL �-3 I—R AIR COMPRESSOR 60 HP 480V ID 30A 1/2"C,3#12 PNL.A3/4a,b,c 7 x 3/4"C,3#12,1 #10GND CONTROL PANEL AD -1 PNL.A3 (11a,b,c) 1OHP X4P1/1,3,5 A3/ 7abc Corr pressor Cooling Tower Alarm Panel 1/! 1-1 /2"C,3#2,1 #6GND TO MCC 5/B2 REFER AIR DRYER 1-1/2"C,3#2,1#6GND TO MCC 5 A3/ 9abc MCC5 PNL.A3 (OLD 31 BH) (ABOVE PNLS) EMERGENCY PULLBOX INCOMING PULL BOX GENERATOR PANEL X4P1 / //' EXISTING HOUSE KEEPING PAD T8 XISTING OUSE EEPING PAD 7 LEGE\ D ❑S STOP BUTTON WITH LOCKOUT GE\RAL \OTES 1. ALL CONDUIT TO BE 1/2" E.M.T. 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 600V OR LESS, 120/208 277/480V "A"PHASE LEFT BUS IN PANEL) BLACK BROWN "B"PHASE CENTER BUS IN PANEL)RED ORANGE "C"PHASE RIGHT BUS IN PANEL) BLUE YELLOW NEUTRAL WHITE GRAY EQUIPMENT GROUND GREEN 4. LARGE SIZE CONDUCTORS WHICH DO NOT HAVE COLORED JACKETS SHALL BE IDENTIFIED WHEREVER VISIBLE BY APPROPRIATELY COLORED TAPE. 5. ALL UNUSED CONDUIT AND WIRE TO BE REMOVED BACK TO SOURCE. 6. FEEDERS TO PANELS AND BUSWAYS SHOWN ON SHEETS E2 AND E3. 7. USE #10 THWN/THHN FOR COMMON NEUTRAL CONDUCTOR IN ALL 20 AMP MULTI—BRANCH RUNS. 8. DYMO LABEL ALL RECEPTACLES, JUNCTION BOXES, SWITCHES, ETC., WITH CIRCUIT IDENTIFICATION. 9. INSTALL REVISED PANEL SCHEDULES UPON COMPLETION OF JOB. EFEE\CE AWINGS CO\\OTES DISCONNECT AND REMOVE PANEL. REMOVE CONDUIT AND CONDUCTORS AS SHOWN. INCOMING PULL BOX TO REMAIN IN PLACE. REFER TO 14-02-1 E1 OR FOR REMOVAL REQUIREMENTS. 4 DISCONNECT AND REMOVE TRANSFER SWITCH. REMOVE CONDUIT AND CONDUCTORS BACK TO SOURCE PANELS. REMOVE CONDUIT AND CONDUCTORS 6. FIELD VERIFY EXISTING CONDITIONS PRIOR TO COMMENCING WORK. ELI/ 0103 SAZAN REMOVAL ISSUE FOR CONSTRUCTION 06.21.16 GROUP 600 Stewart St., Ste 1400 Seattle, Washington 98101 Tel 206.267.1700 Fax 206.267.1701 SAZAN # 444-1577 REVIEWED FOR COMPLIANCE WITH NFPA 70 o NEC APR 17 2017 City of Tukwila BUILDING DIVISION 0 mow A0101git4 Aol 1E11OR n Y PLAN � E: NONE PERMIT CENTER 0 2' 0 4' 8' 12' SCALE: 1/4" = 1'-0" 0 0 0 0 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE A SEWER UFT STATION J#D83F0884 LRW 7.8.98 F 14-02 REPLACE DIESEL GENERATOR W3344174 SAZAN/SL 06.21.16 B CAD CONVERSION CADDNW 09.08.98 C INSTALL AIR COMPRESSORS 522267-01 MBS CAS 6/14/04 D INSTALL VFD INPUT REACTOR 1001718824 MBS E 14-02 BOILER REPLACEMENT 15796 CASNE 12.21.12 06/21/2016 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN L.WILLIAMS CHECKED DATE 7.8.98 SUBTITLE 480Y/277V POWER PLAN CURRENT REVISION W3344174 SYMBOL DATE 06.21.16 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE ELECTRICAL MASTER 14-02 REPLACE DIESEL GENERATOR BUILDING 14-02 COL. A—F/1-4 THOMPSON, WA 5� IEIIOR JOB NO. COMP NO. DWG NO. .14-02-1E110R 9/15/2015 3:17:59 PM 14-02 Boiler Replacement\_Drawings\1 el 1 0.dwg I:\D3\12\1231-085 FSi Boe 0 0 c 0 O M N 0 N N TO 14-01 BLDG. SEE SHT 14-02—YDE500 FOR CONT LEGE\ D GE\PAL \OTES EFHE\CE D�AWI\ 14-02—E2R 14-02—E5R GS .L„ L FROM BLDG. 14-01 VIA VAULT IN PARKING LOT SEE 14—YRD-15KV CUT CONDUIT STUBS FLUSH WITH CONCRETE SLAB AND FILL WITH CONCRETE. REFER TO 14-02—UGE500 FOR REQUIREMENTS. SCALE: 3/16" = 1'-0" REMOVAL REVIEWED FOR - COMPLIANCE WITH NPPA 70 - NEC APR 17 2011 qqo Lf7OiB3 SAZAN ISSUE FOR CONSTRUCTION 06.21.16 GROUP R_ EI CITY OF TUKWILAKEY PLAN 600 Stewart St., Ste 1400 , �, Seattle, Washington 98101 ° 2317 SCALE: NONE Tel 206.267.17(RMITENTR 0 Fax 206.267.1701 SAZAN # 444-1577 4' 8' 12' SCALE: 1/4" = 1'-0" SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE A 14-02 REPLACE DIESEL GENERATOR W3344174 SAZAN/SL 06.21.16 Q� OE/Nm G — 06/21/2016 DRAWN ACCEPTABILITY D. OTTEN THIS DESIGN AND/OR SPECIFICATION IS APPROVED ENGINEER APPROVED BY DEPT. DATE CHECKED DATE SUBTITLE 03.24.15 CHECKED UNDERGROUND CONDUIT PLAN CURRENT REVISION SYMBOL W3344174 A DATE 06.21.16 APPROVED APPROVED TITLE ELECTRICAL MASTER 14-02 REPLACE DIESEL GENERATOR BUILDING 14-02 SHEET UGE500R JOB NO. COMP NO. THOMPSON, WA DWG No. 14-02—UGE500R CD 0 CNJ -J i 4-02 Boiler Replacement\_Draw —085 FSi Boe N N 0 Iane.wood 0 cV N (1� C525 I—R AIR COMPRESSOR GEN—SET �7 350KW/427.5KVA 480Y/277V,30,4W SEE 14-02-1E110 BOILER B-1 BOILER B-2 I—R AIR COMPRESSOR MOTOR CONTROL CENTER MCC -5 REFER AIR DRYER LEC E \ D GE\HAL \ OTES 1. ALL CONDUIT TO BE 1/2" E.M.T. 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 600V OR LESS, 120/208 277/480V "A"PHASE LEFT BUS IN PANEL) BLACK BROWN "B"PHASE CENTER BUS IN PANEL) RED ORANGE "C"PHASE RIGHT BUS IN PANEL) BLUE YELLOW NEUTRAL WHITE GRAY EQUIPMENT GROUND GREEN 4. LARGE SIZE CONDUCTORS WHICH DO NOT HAVE COLORED JACKETS SHALL BE IDENTIFIED WHEREVER VISIBLE BY APPROPRIATELY COLORED TAPE. 5. ALL UNUSED CONDUIT AND WIRE TO BE REMOVED BACK TO SOURCE. 6. FEEDERS TO PANELS AND BUSWAYS SHOWN ON SHEETS E2 AND E3. 7. USE #10 THWN/THHN FOR COMMON NEUTRAL CONDUCTOR IN ALL 20 AMP MULTI—BRANCH RUNS. 8. DYMO LABEL ALL RECEPTACLES, JUNCTION BOXES, SWITCHES, ETC., WITH CIRCUIT IDENTIFICATION. 9. INSTALL REVISED PANEL SCHEDULES UPON COMPLETION OF JOB. .EFE;E\ CE D AWI \GS '2)4"C, 4#500KCMIL 1 #4/OG (EA.) 4"C STUB CONSTUCTIO\ \OTES BOILER B-3 INCOMING PULL BOX PANEL GA4 (NEMA 12) ATS—XA4 (NEMA )12 PANEL XA4-1 (NEMA 12) (2)3"C, 4#250KCMIL,1 # 1 G(EA) PULL BOX NEMA 12 24X24X16 +12'-0" AFF FROM BLDG. 14-01 SUB T4 / POST A2 AND X4B9 ATS VIA MH #3 — SEE SHT YDE500 EXISTING FEEDERS TO REMAIN. REFER TO 14-02—UGE500 FOR REQUIREMENTS. REFER TO 14-02-1E110 AND 14-02—E5 FOR REQUIREMENTS. PROVIDE MEGGER TESTS: CABLES SHALL BE TESTED IN ACCORDANCE WITH ANSI/NETA ATS -2013. PERFORM INSULATION—RESISTANCE TEST ON EACH CONDUCTOR WITH RESPECT TO GROUND AND ADJACENT CONDUCTORS. APPLIED POTENTIAL SHALL BE 1000 VOLTS DC FOR 600—VOLT RATED CABLE. TEST DURATION SHALL BE ONE MINUTE. VALUES OF INSULATION RESISTANCE LESS THAN 100 MEGOHMS SHALL BE REPORTED TO THE OWNER. (4)4"C, 4#500KCMIL XH 14-02—UGE500 -IW, 1#4/0G (EA.) (2 ")4CO [was 15kV cabling] —AII I II 11 FROM BLDG. 14-01 VIA VAULT IN PARKING LOT — SEE DWG 14—YRD-15KV REVIEWED .FOR COMPLIANCE WITH NEPA 70 b NEC APR 17 2017 City of Tukwila BUILDING DI tfJRON t LC7 01 83 SAZAN ISSUE FOR CONSTRUCTION 06.21.16 GROUP E2 CITY OF TUKWIL cEy PLAN 600 Stewart St., Ste 1400 t,6j 0 3 Dv rS`CALE: NONE Seattle, Washington 98101 • PERMIT CENTER 0 Tel 206.267.1700 EN,I•: 1 Fax 206.267.1701 SAZAN # 444-1577 4' 8' 12' SCALE: 1/4" = 1'-0" SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE A X14-02 REPLACE DIESEL GENERATOR W3344174 SAZAN/SL 06.21.16 ffm ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DRAWN D. OTTEN CHECKED DATE 09.22.14 SUBTITLE 480 VOLT MAIN FEEDER PLAN CINEER TITLE 14-02 REPLACE DIESEL GENERATOR CURRENT REVISION W3344174 SYMBOL DATE 06.21.16 CHECKED APPROVED BUILDING 14-02 JOB NO. COMP NO. 06/21/2016 APPROVED ELECTRICAL MASTER THOMPSON, WA DWG NO. . 14-02—E2 5 3:20:24 PM 0 rn FROM 14-01 BLDG. SUBSTA T4/POSI A5 (2) 4"C, 4#500KCMIL,XHHW, 1 #4/OG EA. (2)4"C, 4#500KCMIL, XHHW, 1 #4/OG EA. PNL 4PN1 225A BLDG 14-03 0\ELI\ E DIAGAVI SCALE: NONE LEGE\ GE\PAL OTES EFEE\CE D�AWI\GS NEW FEEDER. CONDUIT AND CONDUCTORS. LS7 0183 RECEIVED CITY OF TUKWILA r�u231 PERMIT CENTER ISSUE FOR CONSTRUCTION 06.21.16 REVIEWED .FOR COMPLIANCE WITH NFPA70 o NEC APR 17 2017 City of .Tukwrila, BUILDING DIVISION AZAN GROUP 600 Stewart St., Ste 1400 Seattle, Washington 98101 Tel 206.267.1700 Fax 206.267.1701 SAZAN # 444-1577 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE A 14-02 REPLACE DIESEL GENERATOR W3344174 SAZAN/SL 06.21.16 eiBOE/N° G— 06/21/2016 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN D. OTTEN DATE 03.23.15 APPROVED BY DEPT. DATE CHECKED ENGINEER SUBTITLE ONELINE DIAGRAM CURRENT REVISION W3344174 SYMBOL DATE A 06.21.16 CHECKED APPROVED APPROVED TITLE ELECTRICAL MASTER 14-02 REPLACE DIESEL GENERATOR BUILDING 14-02 THOMPSON, WA SHEET 1 E4 JOB NO. COMP NO. DWG NO. 14-02-1E4 AGEHRKE: 9/2/2015 3:55:23 PM EMERGENCY GENERATOR 350KW/438KVA 480Y/277V, 30, 4—W PANEL 'GA4' 400A MCB 600A RATED 42KAIC (2) 4"C, 4#500KCMILXHHW,1#4/OGND EA. C< ATS—X4A 70A, 3—POLE EATO N ATH3FDB3007OXJU 1/2"C, 2#12 EMERGENCY STOP SWITCH CIRCUIT (2) 4"C, 4#500KCMIL XHHW,1#4/OGND EA. TO 14-01 BLDG. ATS—EX4B9 EMER XFER SWITCH 2"C, START CKT. [2#12] + TEL&ADT, PAGING, SUMP PUMP PWR MH -3[4#12], YD LITES, GUARD HSE, ANNUNCIATOR[2#12] T-XA4-2 480-208Y/120V, 30, 4-W 15kVA C \E-LI\E DIAGAM SCALE: NTS LEGE\D ION SPD -1 G E GE SQUARE D ION METER ION 7560 SURGE PROTECTIVE DEVICE — UL1449 TYPE NOTED PANEL — 480V 30 OR 480Y/277V 30 PANEL — 208Y/120V 30 OR 120/240V lo TRANSFER SWITCH GENERATOR FEEDER EMERGENCY FEEDER \PAL \OYES 1. EQUIPMENT AND INTERCONNECTIONS WITHIN THE GENERATOR ENCLOSURE SHALL BE PROVIDED BY THE GENERATOR AND ENCLOSURE MANUFACTURERS UNLESS OTHERWISE INDICATED. 2. EQUIPMENT LABELED "X" SHALL COMPLY WITH NEC ARTICLE 700 "EMERGENCY SYSTEMS". 3. CIRCUITS ROUTED UNDERGROUND FROM THE GENERATOR ENCLOSURE TO ANY BUILDING SHALL BE GROUPED AND ENCASED IN CONCRETE. 4. LABEL ALL EQUIPMENT WITH EQUIPMENT IDENTIFICATION AS SHOWN ON THIS DRAWING. USE ORANGE LABELS WITH WHITE LETTERS FOR EMERGENCY SYSTEM. EMERGENCY SYSTEM J—BOXES AND ENCLOSURES UP TO 6"X6"X6" SHALL BE PAINTED OR COATED ORANGE INSIDE AND OUTSIDE EXCEPT FOR SPECIALIZED SYSTEMS FURTHER IDENTIFIED PER WASHINGTON CITIES ELECTRICAL CODE ARTICLE 700. EFPE SCE DAWI\GS 14-01—E5 14-02-1E110 14-02-1E60 CO\STUCTIO\ \OTES NEW ELECTRICAL EQUIPMENT UNLESS OTHERWISE NOTED. NEW FEEDER. CONDUIT AND CONDUCTORS NEW CONTROL CIRCUIT. VERIFY EXACT QUANTITY OF CONDUCTORS WITH GENERATOR MANUFACTURER PRIOR TO INSTALLATION. 4 NEW PANELBOARD REFER TO PANEL SCHEDULE FOR ADDITIONAL REQUIREMENTS. © EXISTING ELECTRICAL PULLBOX. INTERCEPT BUILDING 14-01 FEEDER IN EXISTING PULL BOX. INTERCEPT START CKT IN PULL BOX. ti.‘i 0193 RECEIVED CITY OF TUKWILA MAR 0 0 2017 PERMIT CENTER REVIEWED .FOR COMPLIANCE WITH IPPA 70 a NEC APR 17 2017 City of Tukwila BUILDING DIVISION ISSUE FOR CONSTRUCTION 06.21.16 SAZAN GROUP 600 Stewart St., Ste 1400 Seattle, Washington 98101 GTel 206.267.1700 P Fax 206.267.1701 SAZAN # 444-1577 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE A 14-02 REPLACE DIESEL GENERATOR W3344174 SAZAN/SL 06.21.16 ff t.OrMGm 06/21/2016 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN D. OTTEN CHECKED DATE SUBTITLE 03.20.15 EMERGENCY ONE LINE DIAGRAM CURRENT REVISION SYMBOL W3344174 A DATE 06.21.16 APPROVED BY DEPT. ENGINEER DATE D. OTTEN CHECKED 03.20.15 APPROVED APPROVED TITLE 14-02 REPLACE DIESEL GENERATOR BACK-UP GENERATOR FOR THOMPSON SITE DWG N0. ELECTRICAL MASTER THOMPSON, WA SHEET E5 JOB NO. COMP NO. 14-02—E5 SLIM: 9/19/2015 8:18:13 AM 14-02 Boiler Replacement\_Drawings\1 el 1 0.dwg I:\D3\12\1231-085 FSi Boe 0 0 0 O n r() N 0 N cV VFD P VFD P VFD P U GASOLINE PUMP PIT, NOT IN USE #4/0 BARE COPPER WIRE 350KW/438KVA GENERATOR G G G G #4/0 BARE COPPER WIRE RUN PARALLEL TO DUCT BANK FROM 14-01 BLDG. SEE 14-02—YDE500 4/0 CU GROUND WIRE (TYPICAL) #4/0 BARE COPPER WIRE TO 14-03 GROUND GRID #4/0 BARE COPPER WIRE RUN PARALLEL TO 15kV DUCT BANK FROM 14-01 ISSUE FOR CONSTRUCTION 06.21.16 LEGE \D GE\RAL \OTES 'EFRE\CE DAWI\CS CO\S-RUCTIO\ OYES 1 FIELF VERIFY EXISTING CONDITIONS PRIOR COMMENCING WORK. REFER TO 14-02-1E110 FOR GENERATOR INSTALLATION REQUIREMENTS. EXTEND #4/0 GROUND WIRE THROUGH SUB—BASE FUEL TANK STUB UP OPENING. CONNECT TO GENERATOR GROUND TERMINAL. REFER TO GENERATOR SHOP DRAWING FOR ADDITIONAL REQUIREMENTS. GROUND TRANSFORMER TO BUILDING STEEL AS SHOWN. PROVIDE EXOTHERMIC WELD. BOND GENERATOR ENCLOSURE WITH #2 AWG COPPER WIRE REVIEWED FOR t L1 COMPLIANCE WITH 7 TPA 70 - NEC APR 17 2017 City of Tukwila BUILDING DIVISION SAZAN ® GROUPR i CITY OF TUK KEY PLAN 600 Stewart St., Ste 1400 f1 2317 SCALE: NONE Seattle, Washington 98101 PERMIT CENTER Tel 206.267.1700 0 2' 0 Fax 206.267.1701 AIN SAZAN # 444-1577 SCALE: 1 /4" = 1 ' —0" 4' 8' 12' SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE A 14-02 REPLACE DIESEL GENERATOR W3344174 SAZAN/SL 06.21.16 ff:ErlNGS ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN D. OTTEN DATE SUBTITLE 04.07.14 APPROVED BY DEPT. DATE CHECK 0 ENGINEER GROUNDING PLAN CURRENT REVISION W3344174 SYMBOL DATE A 06.21.16 CHECKED APPROVED APPROVED TITLE ELECTRICAL MASTER 14-02 REPLACE DIESEL GENERATOR BUILDING 14-02 COL. A—F/1-4 THOMPSON, WA SHEET E9 JOB NO. COMP NO. DWG NO. . 14-02—E9 SLIM: 4/10/2016 12:26:38 PM - - 1 ''. 7, \ (AIR n COMPRESSOR MAKE—UP ( PUMP#1 r 1 AIR DRYER -1 B-1 0P H.W. PUMP D O D D 0 P-1 ^ r V l MCC5 AIR B-2 COMPRESSOR PNL.A3 (OLD 31 BH) ' H.W. PUMP 4 XFMR PNL.A3-1 (Old 21 BH) 11 H.W. PUMP ol P-3 B-3 TX—X4A-2 NEMA 12,15KVA 9'-6» TX—GP1 NEMA 12,15KVA 9'-6" -- -- T GASOLINE PUMP PIT, NOT IN USE #4/0 BARE COPPER WIRE 350KW/438KVA GENERATOR G G G G #4/0 BARE COPPER WIRE RUN PARALLEL TO DUCT BANK FROM 14-01 BLDG. SEE 14-02—YDE500 4/0 CU GROUND WIRE (TYPICAL) #4/0 BARE COPPER WIRE TO 14-03 GROUND GRID #4/0 BARE COPPER WIRE RUN PARALLEL TO 15kV DUCT BANK FROM 14-01 ISSUE FOR CONSTRUCTION 06.21.16 LEGE \D GE\RAL \OTES 'EFRE\CE DAWI\CS CO\S-RUCTIO\ OYES 1 FIELF VERIFY EXISTING CONDITIONS PRIOR COMMENCING WORK. REFER TO 14-02-1E110 FOR GENERATOR INSTALLATION REQUIREMENTS. EXTEND #4/0 GROUND WIRE THROUGH SUB—BASE FUEL TANK STUB UP OPENING. CONNECT TO GENERATOR GROUND TERMINAL. REFER TO GENERATOR SHOP DRAWING FOR ADDITIONAL REQUIREMENTS. GROUND TRANSFORMER TO BUILDING STEEL AS SHOWN. PROVIDE EXOTHERMIC WELD. BOND GENERATOR ENCLOSURE WITH #2 AWG COPPER WIRE REVIEWED FOR t L1 COMPLIANCE WITH 7 TPA 70 - NEC APR 17 2017 City of Tukwila BUILDING DIVISION SAZAN ® GROUPR i CITY OF TUK KEY PLAN 600 Stewart St., Ste 1400 f1 2317 SCALE: NONE Seattle, Washington 98101 PERMIT CENTER Tel 206.267.1700 0 2' 0 Fax 206.267.1701 AIN SAZAN # 444-1577 SCALE: 1 /4" = 1 ' —0" 4' 8' 12' SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE A 14-02 REPLACE DIESEL GENERATOR W3344174 SAZAN/SL 06.21.16 ff:ErlNGS ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN D. OTTEN DATE SUBTITLE 04.07.14 APPROVED BY DEPT. DATE CHECK 0 ENGINEER GROUNDING PLAN CURRENT REVISION W3344174 SYMBOL DATE A 06.21.16 CHECKED APPROVED APPROVED TITLE ELECTRICAL MASTER 14-02 REPLACE DIESEL GENERATOR BUILDING 14-02 COL. A—F/1-4 THOMPSON, WA SHEET E9 JOB NO. COMP NO. DWG NO. . 14-02—E9 SLIM: 4/10/2016 12:26:38 PM LEGE\J 70W HPS 100 K1 (TYPICAL) MV MV MV 1/2"—#12 31BH/3 TANDEM 32WT8 4—LAMP FLUORESCENT FIXTURE EXIT SIGN — LITHONIA LIGHTING TYPE EDG1RSD, 120V 120V BALLAST 120V BALLAST LED WALL SCONE, STONCO LYTEPRO 16, CAT NO LP16T TYPICAL) 1/2" 2 3 MCS CONTROL PANEL GP1/1 3/4"R,2#12,1 # 12G VIA CMCS PANEL PANEL A3 PANEL A3-1 (2) RELAYS -120 VOLT, CONT. 21BH/7a BLDG. PERMITER LIGHTING RELAY (RELAYS CONTROLLED PARKING LOT LIGHTING RELAY }�Y P.E. CELL.) 120V 7a 31BH/10abc TO PARKING LOT LIGHTS (480V) SEE 14.00-1E10 \PAL \OTES ALL CONDUIT TO BE 1/2" E.M.T. UNLESS OTHERWISE NOTED. ALL WIRE TO BE #12 THWN UNLESS OTHERWISE NOTED. THE FOLLOWING COLOR CODING OF CONDUCTORS SHALL BE OBSERVED ON ALL CIRCUITS 600V OR LESS, 120/208 277/480V "A"PHASE(LEFT BUS IN PANEL) BLACK BROWN "B"PHASE(CENTER BUS IN PANEL) RED ORANGE YELLOW GRAY "C"PHASE(RIGHT BUS IN PANEL) BLUE NEUTRAL WHITE 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. 6. FEEDERS TO PANELS AND BUSWAYS SHOWN ON SHEETS E2 AND E3. 7. USE #10 THWN/THHN FOR COMMON NEUTRAL CONDUCTO IN ALL 20 AMP MULTI—BRANCH RUNS. 8. DYMO LABEL ALL RECEPTACLES, JUNCTION BOXES, SWITCHES, ETC., WITH CIRCUIT IDENTIFICATION. 9. INSTALL REVISED PANEL SCHEDULES UPON COMPLETION OF JOB. 3 CO\SRUCTIO\ \OTES PLA\ VIEW SCALE: 1/4" = 1'-0" INTERCEPT LIGHTING BRANCH CIRCUIT AND EXTEND TO PANELBOARD AS SHOWN. PROVIDE CONDUIT AND CONDUCTORS. PROVIDE NEW EXIT SIGN LITHONIA LIGHTING TYPE EDG1RSD, 120V OR APPROVED. AND CONNECT TO CIRCUIT AS SHOWN. NEW PANEL. REFER TO 14-02-1E60 FOR INSTALLATION REQUIREMENTS. PROVIDE CONDUIT AND CONDUCTORS. RE—LABEL AS SHOWN. PROVIDE LIGHTING FIXTURE AS SHOWN. PROVIDE LIGHT SWITCH FOR LIGHTING FIXTURE TYPE "A" AS SHOWN. REVIEWED .FOR COMPLIANCE WITH NFPA 70 m NEC APR 17 2017 City of Tukwila BUILDING DIVISION Lk 0193 ISSUE FOR CONSTRUCTION 06.21.16 10. EQUIPMENT AND INTERCONNECTIONS WITHIN THE GENERATOR ENCLOSURE SHALL BE PROVIDED BY THE GENERATOR AND ENCLOSURE MANUFACTURER UNLESS OTHERWISE INDICATED. 11. EQUIPMENT LABELED "X" SHALL COMPLY WITH NEC ARTICLE 700 "EMERGENCY SYSTEMS" AND PER WASHINGTON CITIES ELECTRICAL CODE ARTICLE 700. 12. CIRCUITS ROUTED FROM THE GENERATOR ENCLOSURE TO ANY BUILDING SHALL BE GROUPED AND ENCASED IN CONCRETE. 13. LABEL ALL NEW EQUIPMENT WITH EQUIPMENT IDENTIFICATION AS SHOWN ON THIS DRAWING. USE ORANGE LABELS WITH WHITE LL I I ERS FOR EMERGENCY SYSTEM. USE BLUE LABEL WITH WHITE LEI IERS FOR STANDBY SYSTEM. EMERGENCY SYSTEM J—BOXES AND ENCLOSURES UP TO 6"X6"X6" SHALL BE PAINTED OR COATED ORANGE INSIDE AND OUTSIDE EXCEPT FOR SPECIALIZED SYSTEMS FURTHER IDENTIFIED PER WASHINGTON CITIES ELECTRICAL CODE ARTICLE 700. 'EFEE\CE DAWI \GS SEE TIF. FILE 114-02-2001 E10 FOR MYLAR DRAWING AZAN GROUP CI 0 etoy a VA 600 Stewart St., Ste 1400 EAR 0 3 2P17 KEY PLAN SCALE: NONE Seattle, Washington 98101 PERMIT CENTER • Tel 206.267.1700 Fax 206.267.1701 SAZAN # 444-1577 0 2' 0 4' 8' 12' SCALE: 1/4" = 1'-0" 0 0 0 0 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE - CAD CONVERSION CADDNW 09.01.98 A 14-01 REACTIVATION - HIGHBAY 8093 TEB TB 9.2.10 B 14-02 REPLACE DIESEL GENERATOR W3344174 SAZAN/SL 06.21.16 Q� BOE/NGm — 06/21/2016 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN CHECKED ENGINEER CHECKED APPROVED APPROVED DATE SUBTITLE LIGHTING PLAN CURRENT REVISION SYMBOL W3344174 3 DATE 06.21.16 TITLE ELECTRICAL MASTER 14-02 REPLACE DIESEL GENERATOR BUILDING 14-02 COL. A—F/1-4 SHEET 1E10 JOB NO. COMP NO. THOMPSON, WA DWG N0. 14-02-1E10 OTTEN D: 03/20/15 11:52 0 0 w 0 0 4-0 E 0 a. a) O' a) 0 m N 0 4 0 LL 0 0 t N N 0 .0 0 0 0 0 0) 0 SEWER LIFT STATION (CLASS 1 DIV 1 AREA INSIDE) / M9 SHPT � LSH305 LSL305 LSLL305 1 1E60 E500 1/2"C,2#14 TO ALARM PANEL "RCC" IN BLDG 14-03 SEE RASTER FILE 114-003-2001-E142 u n 2 CO\ST 1-1/4"C, 3#4 XHHW,1#8G TO PANEL GP1 UCTICN \OTES PROVIDE NEMA 12 ENCLOSURE WITH CONTINUOUS HINGE DOOR -IN -D00" COVER: IEM TYPE PIE PANELBOARD AS SHOWN. REFER TO 14-02-E5 AND PANEL SCHEDULE FOR ADDITIONAL REQUIREMENTS. LOCATE PANEL BELOW TRANSFORMER 'T-XA4-2'. REFER TO 14-02-E5 FOR FEEDER REQUIREMENTS. PROVIDE CONDUIT AND CONDUCTORS. PROVIDE NEMA 12 ENCLOSED CIRCUIT BREAKER: GE TE100D OR APPROVED. LOCATE CIRCUIT BREAKER BELOW TRANSFORMER. REFER TO 14-02-1E110 FOR TRANSFORMER LOCATION. PROVIDE CONDUIT AND CONDUCTORS. ROUTE FEEDER ON EXTERIOR WALL PARALLEL TO GENERATOR FEEDER. SEE 14-02-1E110. PROVIDE FIELD FABRICATED SUPPORT CHANNELS AS REQUIRED. DISCONNECT AND REMOVE NORMAL POWER CONNECTION TO CMCS AND RECONNECT TO BRANCH CIRCUIT AS SHOWN. PANEL 'GP1' FURNISHED WITH GENERATOR. REFER TO PANEL SCHEDULE FOR REQUIREMENTS. x 3 PANEL GP1� 1-1/4"cRs, 3#4 XHHW,1 #8G2 TO PANEL GP1 LB CC x LEGE\D GE\PAL \ OYES '1. ALL CONDUIT TO BE 1/2" E.M.T. 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 600V OR LESS, 120/208 277/480V "A"PHASE LEFT BUS IN PANEL) BLACK BROWN "B"PHASE CENTER BUS IN PANEL)RED ORANGE "C"PHASE RIGHT BUS IN PANEL) BLUE YELLOW NEUTRAL WHITE GRAY EQUIPMENT GROUND GREEN 4. LARGE SIZE CONDUCTORS WHICH DO NOT HAVE COLORED JACKETS SHALL BE IDENTIFIED WHEREVER VISIBLE BY APPROPRIATELY COLORED TAPE. 5. ALL UNUSED CONDUIT AND WIRE TO BE REMOVED BACK TO SOURCE. 6. FEEDERS TO PANELS AND BUSWAYS SHOWN ON SHEETS E2 AND E3. 7. USE #10 THWN/THHN FOR COMMON NEUTRAL CONDUCTO IN ALL 20 AMP MULTI -BRANCH RUNS. 8. DYMO LABEL ALL RECEPTACLES, JUNCTION BOXES, SWITCHES, ETC., WITH CIRCUIT IDENTIFICATION. 9. INSTALL REVISED PANEL SCHEDULES UPON COMPLETION OF JOB. 110 > GE: TE100D, ENCLOSED CIRCUIT BREAKER 11. EQUIPMENT AND INTERCONNECTIONS WITHIN THE GENERATOR ENCLOSURE SHALL BE PROVIDED BY THE GENERATOR AND ENCLOSURE MANUFACTURERS UNLESS OTHERWISE INDICATED. 12. EQUIPMENT LABELED "X" SHALL COMPLY WITH NEC ARTICLE 700 "EMERGENCY SYSTEMS". 13. CIRCUITS ROUTED UNDERGROUND FROM THE GENERATOR ENCLOSURE TO ANY BUILDING SHALL BE GROUPED AND ENCASED IN CONCRETE. 14. LABEL ALL NEW EQUIPMENT WITH EQUIPMENT IDENTIFICATION AS SHOWN ON THIS DRAWING. USE ORANGE LABELS WITH WHITE LETTERS FOR EMERGENCY SYSTEM. USE BLUE LABEL WITH WHITE LETTERS FOR STANDBY SYSTEM. EMERGENCY SYSTEM J -BOXES AND ENCLOSURES UP TO 6"X6"X6" SHALL BE PAINTED OR COATED ORANGE INSIDE AND OUTSIDE EXCEPT FOR SPECIALIZED SYSTEMS FURTHER IDENTIFIED PER WASHINGTON CITIES ELECTRICAL CODE ARTICLE 700. REVIEWED FOR COMPLIANCE WITH NFPA 70 o NEC APR 17 2011 City of Tukwila BUILDING DIVISION EFEH\CE D�AWI\ GS 14-02—UGE500 14-02-E5 EL1, O183 SAZAN ISSUE FOR CONSTRUCTION 06.21.16 QQ GROUP CITY OF TUKWILA 600 Stewart St., Ste 1400 f``��jy`` :AR 3, KEY PLAN � � �3�1a7 SCALE: NONE Seattle, Washington 98101 PERMIT CENTER 9Tel 206.267.1700 0 2' 0 Fax 206.267.1701 SAZAN # 444-1577 4' 8' 12' SCALE: 1/4" = 1'-0" SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED A SEWER LIFT STATION J#D83F0884 LRW 7.8.98 N - CAD CONVERSION CADDNW 09.08.98 E 14-02 REPLACE DIESEL GENERATOR W3344174 SAZAN/SL DATE 06.21.16 0 N B INSTALL AIR COMPRESSOR 522267-01 MBS CAS 6/14/02 C INSTALL CMCS 522267-01 MBS CAS 12/6/02 D 14-02 BOILER REPLACEMENT 15796 CASNE 12.21.12 M:04E7M4ff® 06/21/2016 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN L.WILLIAMS DATE SUBTITLE 7.8.98 CHECKED 208Y/120V POWER PLAN CURRENT REVISION SYMBOL W3344174 E DATE 06.21.16 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE ELECTRICAL MASTER 14-02 REPLACE DIESEL GENERATOR BUILDING 14.02 COL. A—F/1-4 SHEET 1E60 JOB NO. COMP NO. THOMPSON, WA DWG Na .14-02-1E60 DUARTEE: 1 /4/201 1 UNIT 49' oH EATER II x 1 1 SEWER/ LIFT STATION CMCS CONTROL PANEL CONTROL PANEL ALTOP • '' 7 8 FLA 1/2" C, 3#12 1 XA4-2/3 1/2"C, 2#12,1#12G , m B-1 u a. B-2 •.8 A / /40-)slREFER 6.8A) MI AIR DRYER 1/2" C, 3#12 A3/14,16 1 PNL A3-1 I I�' B-3 3�4,1C $2#12, OA:: 36X36 4) #12 GND PULL BOX (EXISTING) �PANEL X4 2 o UNIT (NEMA 1. ) HEATER ENCLOSED © CKT BKR CB-GP1, 60A/. P 10 (NEMA 12) n 2 CO\ST 1-1/4"C, 3#4 XHHW,1#8G TO PANEL GP1 UCTICN \OTES PROVIDE NEMA 12 ENCLOSURE WITH CONTINUOUS HINGE DOOR -IN -D00" COVER: IEM TYPE PIE PANELBOARD AS SHOWN. REFER TO 14-02-E5 AND PANEL SCHEDULE FOR ADDITIONAL REQUIREMENTS. LOCATE PANEL BELOW TRANSFORMER 'T-XA4-2'. REFER TO 14-02-E5 FOR FEEDER REQUIREMENTS. PROVIDE CONDUIT AND CONDUCTORS. PROVIDE NEMA 12 ENCLOSED CIRCUIT BREAKER: GE TE100D OR APPROVED. LOCATE CIRCUIT BREAKER BELOW TRANSFORMER. REFER TO 14-02-1E110 FOR TRANSFORMER LOCATION. PROVIDE CONDUIT AND CONDUCTORS. ROUTE FEEDER ON EXTERIOR WALL PARALLEL TO GENERATOR FEEDER. SEE 14-02-1E110. PROVIDE FIELD FABRICATED SUPPORT CHANNELS AS REQUIRED. DISCONNECT AND REMOVE NORMAL POWER CONNECTION TO CMCS AND RECONNECT TO BRANCH CIRCUIT AS SHOWN. PANEL 'GP1' FURNISHED WITH GENERATOR. REFER TO PANEL SCHEDULE FOR REQUIREMENTS. x 3 PANEL GP1� 1-1/4"cRs, 3#4 XHHW,1 #8G2 TO PANEL GP1 LB CC x LEGE\D GE\PAL \ OYES '1. ALL CONDUIT TO BE 1/2" E.M.T. 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 600V OR LESS, 120/208 277/480V "A"PHASE LEFT BUS IN PANEL) BLACK BROWN "B"PHASE CENTER BUS IN PANEL)RED ORANGE "C"PHASE RIGHT BUS IN PANEL) BLUE YELLOW NEUTRAL WHITE GRAY EQUIPMENT GROUND GREEN 4. LARGE SIZE CONDUCTORS WHICH DO NOT HAVE COLORED JACKETS SHALL BE IDENTIFIED WHEREVER VISIBLE BY APPROPRIATELY COLORED TAPE. 5. ALL UNUSED CONDUIT AND WIRE TO BE REMOVED BACK TO SOURCE. 6. FEEDERS TO PANELS AND BUSWAYS SHOWN ON SHEETS E2 AND E3. 7. USE #10 THWN/THHN FOR COMMON NEUTRAL CONDUCTO IN ALL 20 AMP MULTI -BRANCH RUNS. 8. DYMO LABEL ALL RECEPTACLES, JUNCTION BOXES, SWITCHES, ETC., WITH CIRCUIT IDENTIFICATION. 9. INSTALL REVISED PANEL SCHEDULES UPON COMPLETION OF JOB. 110 > GE: TE100D, ENCLOSED CIRCUIT BREAKER 11. EQUIPMENT AND INTERCONNECTIONS WITHIN THE GENERATOR ENCLOSURE SHALL BE PROVIDED BY THE GENERATOR AND ENCLOSURE MANUFACTURERS UNLESS OTHERWISE INDICATED. 12. EQUIPMENT LABELED "X" SHALL COMPLY WITH NEC ARTICLE 700 "EMERGENCY SYSTEMS". 13. CIRCUITS ROUTED UNDERGROUND FROM THE GENERATOR ENCLOSURE TO ANY BUILDING SHALL BE GROUPED AND ENCASED IN CONCRETE. 14. LABEL ALL NEW EQUIPMENT WITH EQUIPMENT IDENTIFICATION AS SHOWN ON THIS DRAWING. USE ORANGE LABELS WITH WHITE LETTERS FOR EMERGENCY SYSTEM. USE BLUE LABEL WITH WHITE LETTERS FOR STANDBY SYSTEM. EMERGENCY SYSTEM J -BOXES AND ENCLOSURES UP TO 6"X6"X6" SHALL BE PAINTED OR COATED ORANGE INSIDE AND OUTSIDE EXCEPT FOR SPECIALIZED SYSTEMS FURTHER IDENTIFIED PER WASHINGTON CITIES ELECTRICAL CODE ARTICLE 700. REVIEWED FOR COMPLIANCE WITH NFPA 70 o NEC APR 17 2011 City of Tukwila BUILDING DIVISION EFEH\CE D�AWI\ GS 14-02—UGE500 14-02-E5 EL1, O183 SAZAN ISSUE FOR CONSTRUCTION 06.21.16 QQ GROUP CITY OF TUKWILA 600 Stewart St., Ste 1400 f``��jy`` :AR 3, KEY PLAN � � �3�1a7 SCALE: NONE Seattle, Washington 98101 PERMIT CENTER 9Tel 206.267.1700 0 2' 0 Fax 206.267.1701 SAZAN # 444-1577 4' 8' 12' SCALE: 1/4" = 1'-0" SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED A SEWER LIFT STATION J#D83F0884 LRW 7.8.98 N - CAD CONVERSION CADDNW 09.08.98 E 14-02 REPLACE DIESEL GENERATOR W3344174 SAZAN/SL DATE 06.21.16 0 N B INSTALL AIR COMPRESSOR 522267-01 MBS CAS 6/14/02 C INSTALL CMCS 522267-01 MBS CAS 12/6/02 D 14-02 BOILER REPLACEMENT 15796 CASNE 12.21.12 M:04E7M4ff® 06/21/2016 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN L.WILLIAMS DATE SUBTITLE 7.8.98 CHECKED 208Y/120V POWER PLAN CURRENT REVISION SYMBOL W3344174 E DATE 06.21.16 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE ELECTRICAL MASTER 14-02 REPLACE DIESEL GENERATOR BUILDING 14.02 COL. A—F/1-4 SHEET 1E60 JOB NO. COMP NO. THOMPSON, WA DWG Na .14-02-1E60 DUARTEE: 1 /4/201 1 4-02 Boiler Replacement\_Drawings\1 el 1 0.dwg —085 FSi Boe M N N N) 0 0 (13 0 N 0 N N LSH305 LSL305 LSLL305 LSHH304 M9 5HP SEWE / (CLAS 1 ,0 M10 5HP 1 IFT STATION DIV 1 AREA INSIDE) 6#12PWR & 8#14CNTRL SEWER LIFT STATION CONTROL PANEL 3/4"C,3#8 PNL.A3/20,22,24 MAKE—UP g PUMP#1 5HP III 1E110 E500 100A PNL A3/32,34,36 Feed to Propane Tank Bldg. 14-05 VFD VFD VFD 11 1) iww 1"C,3#12 & 3# MCC5/C2 MCC5/D-3L 3/4"C-3#1 , #12GND MCC5/D-2R 4"C-3#12 0 MCC5/D-2L 3/4"C-3#12, 12GNU --HH.W PUMP 3/4"C-3#12, #12GND 3/4"C-3#12, #12GND H.W. PUMP P-2 3/4"C-3#12, #12GND SUMP 14 1/2"C,2#12 PNLA3/5ab 30A DISCONNECT FUEL HEAT XFRMR 24KVA B-1 P-3 PUMP 30 S ■ 3015 B-3 ■ 30AS MCC5/B-3L 3/4"C-3#12, #12GND MCC5/B-3R 3/4"C-3#12, #12GND MCC5/C-3R 3/4"C-3#12, #12GND -e 3/4HP SUMP PUMP 1/2"C,3# 2,2#14 RIGID U—GRD —R AIR COMPRESSOR 60 HP 480V l:11IL �-2 u 30A 1/2"C,3#12 PNL.A3/4a,b,c 3/4"C,3#12,1 #10GND afillk P-3 —R AIR COMPRESSO'- 60 HP 480V B-2 P-3 PUMP 30 S ■ 3015 B-3 ■ 30AS MCC5/B-3L 3/4"C-3#12, #12GND MCC5/B-3R 3/4"C-3#12, #12GND MCC5/C-3R 3/4"C-3#12, #12GND -e 3/4HP SUMP PUMP 1/2"C,3# 2,2#14 RIGID U—GRD —R AIR COMPRESSOR 60 HP 480V l:11IL �-2 u 30A 1/2"C,3#12 PNL.A3/4a,b,c 3/4"C,3#12,1 #10GND afillk P-3 —R AIR COMPRESSO'- 60 HP 480V CONTROL AD -1 PANEL L. PNL.A3 (11 a,b,c) Compressor Cooling Tower Alarm Panel 1OHP •(1-1/2"C,3#2,1 #6GND TO MCC 5/B2 9 TX—GP1 NEMA 12, 5KV, 480:120/2 OV,10,3W +9'-6"AFF REFER AIR DRYER 1-1 /2"C,3#2,1 #6GND TO MCC 5 A3/ 9abc PNL.A3 (OLD >> PANEL GA4 (NEMA 12) 45K XFM INCOMING PULL BOX %> PANEL XA4-1 (NEMA 12) CS C5 I 1 C525 12'-5" 4'-6" ---7 - 6'-0" GEN—SET \\ 350KW/437.5KVA DIESEL GENERATOR 480V,3—PHASE,4—W SELF—CONTAINED, SOUND ATTENDUATED, WALK—IN WEATHER-PROOF ENCLOSURE WITH SUB—BASE FUEL TANK. (2) 3"gRS,4#250KCMIL XHHW, 1#11G EA 4 1 BH) T Inc I TX—XA4-2 NEMA 12,15KVA, 480V:208Y/ 120V,30,4W +9'-6"AFF PROVIDE CONDUIT AND ONDUCTORS. ROUTE FEEDER ALONG THE EXTERIOR WALL. P OVIDE UNISTRUT SUPPORT AS REQUIRED. SUPPORT FE DER 8'-0" ON CENTER. PROVIDE NEMA 12 PULL BOX CONTINUOUS HINGE PULL BOX AS SHOWN. PROVIDE UNISTRUT SUPPORT AS REQUIRED. LOCATE TOP OF PULLBOX +12'-0" AFF. PROVIDE 350KW/437.5KVA, 30, 4—W PACKAGED DIESEL ENGINE EMERGENCY GENERATOR. PROVIDED A PRE—FABRICATED, SELF CONTAINED, SOUND ATTENUATED, WEATHER—PROOF WALK—IN ENCLOSURE WITH UL142 SUB—BASE FUEL TANK. REFER TO SPECIFICATION FOR REQUIREMENTS. SECURE GENERATOR TO CONCRETE PAD PER MANUFACTURER'S WRITTEN INSTRUCTIONS. REFER TO 14-02—E9 FOR GROUNDING REQUIREMENTS. PROVIDE LIQUIDTITIE FLEXIBLE CONDUITS. PROVIDE FLEXIBLE FITTING FOR ALL RACEWAY BETWEEN GENERATOR AND BUILDING WALL. PROVIDE TRANSFORMER AS SHOWN. TRANSFORMER SHALL BY BE TIERNEY CAT NO. AC315-8T18H OR APPROVED EQUAL. REFER TO 14-02—E9 FOR GROUNDING REQUIREMENTS. 10 13. 14. LB'S PULL BOX NEMA 12 24X24X16 +12'—O" AFF ATS—XA4 (NEMA )12 110> 4"C STUBS x 0 74) N ly FROM BLDG. 14-01 VIA VAULT IN PARKING LOT SEE 14—YRD-15KV PROVIDE TRANSFORMER AS SHOWN. TRANSFORMER SHALL BY BE TIERNEY CAT NO. AC115-8T13H OR APPROVED EQUAL. REFER TO 14-02—E9 FOR GROUNDING REQUIREMENTS. PROVIDE CONDUIT AND CONDUCTORS. SUPPORT TRANSFORMER AS REQUIRED PROVIDE LB CONDUIT BODY WITH CONDUCTORS AS REQUIRED. PROVIDE CONDUIT AND CONDUCTORS. REFER TO 14-02—E5 FOR FEEDER SIZE. FIELD VERIFY EXISTING CONDITIONS PRIOR TO COMMENCING WORK. PROVIDE .COMMISSIONING OF THE NEW EMERGENCY SYSTEMS. COORDINATE WITH BOEING FOR REQUIREMENTS. ISSUE FOR CONSTRUCTION 06.21.16 LEGE\D j STOP BUTTON WITH LOCKOUT cENPaL \OTES 1. ALL CONDUIT TO BE 1/2" E.M.T. 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 600V OR LESS, 120/208 277/480V "A" PHASE(LEFT BUS IN PANEL) "B" PHASE(CENTER BUS IN PANEL) "C" PHASE(RIGHT BUS IN PANEL) NEUTRAL EQUIPMENT GROUND BLACK RED BLUE WHITE GREEN BROWN ORANGE YELLOW GRAY 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. 6. FEEDERS TO PANELS AND BUSWAYS SHOWN ON SHEETS E2 AND E3. 7. USE #10 THWN/THHN FOR COMMON NEUTRAL CONDUCTOR IN ALL 20 AMP MULTI—BRANCH RUNS. 8. DYMO LABEL ALL RECEPTACLES, JUNCTION BOXES, SWITCHES, ETC., WITH CIRCUIT IDENTIFICATION. 9. INSTALL REVISED PANEL SCHEDULES UPON COMPLETION OF JOB. 110 > ATS EATON ATH3EFB30070XJU WITH IQ TRANSFER (ATC -300+) CONTROLLER 11. EQUIPMENT AND INTERCONNECTIONS WITHIN THE GENERATOR ENCLOSURE SHALL BE PROVIDED BY THE GENERATOR AND ENCLOSURE MANUFACTURER UNLESS OTHERWISE INDICATED. 12. EQUIPMENT LABELED "X" SHALL COMPLY WITH NEC ARTICLE 700 "EMERGENCY SYSTEMS" AND PER WASHINGTON CITIES ELECTRICAL CODE ARTICLE 700. 13. CIRCUITS ROUTED UNDERGROUND FROM THE GENERATOR ENCLOSURE TO ANY BUILDING SHALL BE GROUPED AND ENCASED IN CONCRETE. 14. LABEL ALL NEW EQUIPMENT WITH EQUIPMENT IDENTIFICATION AS SHOWN ON THIS DRAWING. USE ORANGE LABELS WITH WHITE LETTERS FOR EMERGENCY SYSTEM. USE BLUE LABEL WITH WHITE LETTERS FOR STANDBY SYSTEM. EMERGENCY SYSTEM J—BOXES AND ENCLOSURES UP TO 6'X6"X6" SHALL BE PAINTED OR COATED ORANGE INSIDE AND OUTSIDE EXCEPT FOR SPECIALIZED SYSTEMS FURTHER IDENTIFIED PER WASHINGTON CITIES ELECTRICAL CODE ARTICLE 700. EFHE\ CE D�AWI\GS 14-02—UGE500 UNDERGROUND CONDUIT PLAN 14-02—E5 CONSTUCTIO \OTES PROVIDE NEMA 12 ENCLOSURE WITH CONTINUOUS HINGE DOOR—IN—DOOR COVER: IEM TYPE CDP PANELBOARD. REFER TO 14-02—E5 AND PANEL SCHEDULE FOR ADDITIONAL REQUIREMENTS. PROVIDE NEMA 12 ENCLOSURE WITH CONTINUOUS HINGE DOOR—IN—DOOR COVER: IEM TYPE PIE PANELBOARD AS SHOWN. REFER TO 14-02—E5 AND PANEL SCHEDULE FOR ADDITIONAL REQUIREMENTS. PROVIDE 70A, 3 POLE, 4 WIRE AUTOMATIC TRANSFER SWITCH WITH CONTROLLER IN NEMA 12 ENCLOSURE. PROVIDE CONDUIT AND CONDUCTORS. REVIEWED FON COMPLIANCE WITH IPPA 70 - NEC APR 17 2011 CI'ty of Tukwila BUILDING DIVISIGI U SAZAN 1 GROUP CITY 1E110 .. • r iL 600 Stewart St., Ste 1400 05 2317K EY PLAN SCALE: NONE Seattle, Washington 98101 PERMIT CENTER 2' • Tel 206.267.1700 Fax 206.267.1701 SAZAN # 444-1577 0 4' 8' 12' SCALE: 1/4" = 1'-0" O 0 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE A SEWER LIFT STATION J#D83F0884 LRW 7.8.98 F 14-02 REPLACE DIESEL GENERATOR W3344174 SAZAN/SL 06.21.16 B CAD CONVERSION CADDNW 09.08.98 C INSTALL AIR COMPRESSORS 522267-01 MBS CAS 6/14/04 D INSTALL VFD INPUT REACTOR 1001718824 MBS E 14-02 BOILER REPLACEMENT 15796 CASNE 12.21.12 06/21/2016 ACCEPTABILITY THIS DESIGN AND/OR SPECIFlCATION IS APPROVED DRAWN L.WILLIAMS DATE 7.8.98 CHECKED SUBTITLE 480Y/277V POWER PLAN CURRENT REVISION W3344174 SYMBOL DATE 06.21.16 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE ELECTRICAL MASTER 14-02 REPLACE DIESEL GENERATOR BUILDING 14-02 COL. A—F/1-4 THOMPSON, WA SHEET 1E110 JOB NO. COMP NO. DWG NO. .14-02-1E110 0 M 0 - V) 0 0 N r 0 3 0 c a) E 0 0 Q L Q) 0 N O 0 in LL co O M N N 0 0 ai c 0 O 0 10 O N N GEN -SET 350KW/427.5KVA 480Y/277V,30,4W SEE 14-02-1E110 SEWE / (CLAS LIFT STATION DIV 1 AREA INSIDE) CMCS 3/4"C BOILER CONTROL PANEL 70.01.1 70.01.2 4 - #14 THHN 70.04.1 70.06.1 31 ro 2 - #18 TSP PV SD I G\ MBC EXP MAKE-UP PUMP#1 5HP CMCS 1" C.O. 1E210 1400 TSP LEGE\D FLOW SENSOR TEMPERATURE SENSOR HUMIDITY SENSOR PRESSURE SENSOR DIFFERENTIAL PRESSURE SWITCH SOLENOID VALVE ELECT CONTROLLED PNEU VALVE SMOKE DETECTOR MOTORIZED ACTUATOR INLET VANE GUIDE MODULAR BUILDING CONTROLLER MBC EXPANSION PANEL CMCS CONTROLLED MOTOR STARTER TRUNK JUNCTION BOX MOTOR OPERATED VALVE LEVEL SENSOR/SWITCH #18 TWISTED SHIELDED PAIR CABLE H.W. PUMP P-1 CMCS 1" C.O. VFD P- VFD P- VFD P- H.W. PUMP P-2 lAD1\ 70.03.1 B, 2, 70.03.2 4 - #14 THHN 70.04.2 70.06.2 i,2 - #18 TSP i FIELD 70.22.1 70.08.1 /P-3 H.W. PUMP REFER AIR DRYER 107/01 LPOINT TERM LOCATION IN PNL 107 PRI PNL# (SCU RPU) 107101 SEC PNL# (DPU MPU) WITH ITS PRIMARY PANEL NO. GE\RAL \OYES 1. ALL CONDUIT TO BE 1/2" E.M.T. UNLESS 2. ALL WIRE TO BE #12 THWN UNLESS OTHERWISE 3. THE FOLLOWING COLOR CODING OF CONDUCTORS EFRE\CE NAWI\GS SCHRAMM AIR COMPI 50HP 480V 1/2"C, 2#12 AWG INCOMING PULL BOX 0 (1)1 /2"GRS, EMERGENCY STOP SWITCH CIRCUIT (i )1 /2"GRS, START CKT BLDG 14-01 (1)1 /2"GRS, START CKT ATS-XA4 CO\S-RUCTION OYES LOAD BANK 300KW-30,480V £LV7 0183 ISSUE FOR CONSTRUCTION 06.21.16 REVIEWED FOR COMPLIANCE WITH NPPA 70 o NEC APR 17 2017 City of Tukwila BUILDING DIVISION PROVIDE GENERATOR CONTROL CIRCUIT. PROVIDE QUANTITY OF CONDUCTORS PER MANUFACTURER'S SHOP DRAWINGS. ROUTE CONTROL CIRCUIT ALONG EXTERIOR WALL, PARALLEL TO GENERATOR FEEDER ON FIELD FABRICATED SUPPORT CHANNEL. PROVIDE CONDUIT AND CONDUCTORS REFER TO 14-02-E5 FOR ADDITIONAL REQUIREMENTS. EXISTING PULL BOX TO REMAIN IN PLACE. SAZAN CROUP CITY OF TUKWILA 600 Stewart St., Ste 1400 KEY PLAN 44 © 4 MA► 0 3 2017 SCALE: NONE Seattle, Washington 98101 PERMIT CENTER Tel 206.267.1700 0 2' Fax 206.267.1701 SAZAN # 444-1577 0 4' 8' 12' _=llW-_— SCALE: 1/4" = 1'-0" SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE A 14-02 BOILER REPLACEMENT 15796 CASNE 12.21.12 B 14-02 REPLACE DIESEL GENERATOR W3344174 SAZAN/SL 06.21.16 06/21/2016 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN A. TURNBULL CHECKED DATE SUBTITLE 11.05.02 CMCS PLAN CURRENT REVISION SYMBOL W3344174 3 DATE 06.21.16 ENGINEER CHECKED APPROVED APPROVED TITLE ELECTRICAL MASTER 14-02 REPLACE DIESEL GENERATOR BUILDING 14-02 COL. A -F/1-4 SHEET 1E210 JOB NO. COMP NO. THOMPSON, WA DWG No. 14-02-1E210 N N 0 N w Fw-- 0 14-02 Boiler Replacement\_Drawings\1 e1 10.dwg I:\D3\12\1231-085 FSi Boe -o 0 0 0 0 r7 V) CV 0 N N TO 14-01 BLDG. SEE SHT 14-02-YDE500 FOR CONT C C525 GEN -SET 350KW/427.5KVA 480Y/277V,30,4W SEE 14-02-1E110 I -R AIR COMPRESSOR CV REFER DRYER BOILER B-2 1 LEGE\D GE\EAL \OTES 1. UNDERGROUND CONDUIT SHALL BE RIGID STEEL UNLESS ENCASED IN CONCRETE. PROVIDE HALF -LAPPED SCOTCHRAP OR (2) COATS BITUMASTIC ON UNEXPOSED DIRECT BURIED METAL CONDUIT. DIRECT BURIED CONDUIT EMERGE ABOVE GRADE SHALL BE PVC COATED RIGID STEEL. TAPE OR COAT BURIED JOINTS TO ASSURE A WATER -TIGHT SEAL. 2. PROVIDE DETECTABLE WARNING TAPE AT MAXIMUM 12" BELOW GRADE. WARNING TAPE SHALL BE RED WITH TEXT "CAUTION BURIED ELECTRICAL LINE BELOW. EFEE\CE DAWI\GS 14-02-E2 14-02-E5 14-02-1E110 14-02-1E210 14-02-E503 BOILER B-3 INCOMING PULL BOX CTI O\ COTES REFER TO 14-02-E2 FOR REQUIREMENTS. INTERCEPT EXISTING CONDUIT STUB AND EXTEND +4" AFG. REFER TO 14-YRD-0525 FOR FINISH GRADE. 1.1 FROM BLDG. 14-01 VIA VAULT IN PARKING LOT SEE 14-YRD-15KV SCALE: 3/1 6" = 1'-0" £L7- 0183 ISSUE FOR CONSTRUCTION 06.21.16 REVIEWED .FCR COMPLIANCE WITH NPPA 70 o NEC APR 17 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA NM 0 2017 PERMIT CENTER AZAN GROUP 600 Stewart St., Ste 1400 Seattle, Washington 98101 • Tel 206.267.1700 Fax 206.267.1701 SAZAN # 444-1577 0 2' 0 4' 8' 12' SCALE: 1/4" = 1'-0" SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE A 14-02 REPLACE DIESEL GENERATOR W3344174 SAZAN/SL 06.21.16 04"7, r” ® 06/21 /2016 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN D. OTTEN CHECKED ENGINEER CHECKED APPROVED APPROVED DATE SUBTITLE 03.24.15 UNDERGROUND CONDUIT PLAN CURRENT REVISION SYMBOL A W3344174 DATE 06.21.16 TITLE ELECTRICAL MASTER 14-02 REPLACE DIESEL GENERATOR BUILDING 14-02 SHEET UGE500 JOB NO. COMP NO. THOMPSON, WA DWG NO. .14-02-UGE500 AGEHRKE: 9/3/2015 9:50:49 AM 2",3#2 [TAPED OFF] 2",3#2 [TAPED OFF] 3 1 ¢",3#2 [TAPED OFF] 1"CO 0 4"CO MOTOR CONTROL CENTER MCC -5 1",3#2 [TAPED OFF] 4"CO 3"CO 0 00 E503 SIGNAL WIRING I— PULL—B X INCOMING POWER PULL—BOX 5,-0" A TO 14-03 PNL 4PN1 TO PUMP HOUSE PNL 31PH TO AIR COMPR AC -1 TO AIR COMPR AC -2 CC\DUIT STUB UP PLA SCALE: NONE MOTOR CONTROL CENTER MCC -5 45 VA TRA\ISF ..... O 0 . S . .. 0 0 0 • . 0 0 0 0 . 0 0 0 O 0 0 0 0 PANEL A3 PANEL A3-1 n 0000 0000 SIGNAL WIRING PULL—BOX 1 J ELEVATIO\ NORTH WALL SCALE: NONE E503 4 GRADE E E0 —BOTTOM F DUCT BANK INV 110.5' I EMERGENCY POWER TO 14-01 #4/0 GROUND WIRE MAIN FEEDER TO MCC -5 FROM 11.677,s'\) 14-01 SUB T4/POSI B5 FROM 14-01 BLDG (6) 4" & (6) 2" VIA MANHOLE #3 "GPB" PULL—BOX T—XA4-2 AND T—XGP1 XFMR ATS—XA4 PANEL—XA4-1 PANEL GA4 INCOMING POWER PULL—BOX (EXISTING) iuuuui E503 DUCT 3A\ SCALE: NONE < DETAIL 4#1/0 TO PUMP HOUSE SPARE TEL. & ADT GUARD HSE YARD LIGHTS ANNUNCIATOR, 2#12 GEN START CKT, 2#12 PAGING MH#3 SUMP PUMP, 4#12 E503 ELnor 83 REFERENCE ONLY A LEGE \3 GE\RAL \OTES EFRE SCE DAWI\GS 14-02—YDE500 CO \STUCTIO \ \OTES NEW ELECTRICAL EQUIPMENT UNLESS NOTED OTHERWISE. REFER TO 14-02-1E110. REFER TO 14-02—E5 FOR REQUIREMENTS. RECEIVED CITY OF TUKWILA M 3 2017 MAR 0 F i PERMIT CENTER ISSUE FOR CONSTRUCTION 06.21.16 REVIEWED FOR COMPLIANCE WITH NFPA 70 - NEC APR 17 2017 City of Tukwila BUILDING DIVISION SAZAN GROUP 600 Stewart St., Ste 1400 Seattle, Washington 98101 Tel 206.267.1700 Fax 206.267.1701 SAZAN # 444-1577 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE A 14-02 REPLACE DIESEL GENERATOR W3344174 SAZAN/SL 06.21.16 041 06/21/2016 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN D. OTTEN CHECKED ENGINEER CHECKED APPROVED APPROVED DATE SUBTITLE 09.22.14 ELEVATION CURRENT REVISION SYMBOL W3344174 A DATE 06.21.16 TITLE BUILDING 14-02 14-02 REPLACE DIESEL GENERATOR NORTH WALL DETAILS SHEET E503 JOB NO. COMP NO. THOMPSON, WA DWG N0. 14-02—E503 AGEHRKE: 9/3/2015 9:39:46 AM CD QN 0 i 101 2 COMPR.01 SS START 1 2Q250 COMPR.01 SS STOP •M 0- 0 C° 0 N r - ON co 0 I 103 2 COMPR.02SS START 1 2Q250 COMPR.02SS STOP 0'- O ON r •2 co 0 ,n 104 1 2D20 COMPR.02SS COMPR.01 SS (PROOF PNT) (PROOF PNT) 0'4 Oro ON0 - (D l' co 0 ,n 106 2 1 2D20 COMPR.02 COMPR.01 GENERAL ALARM GENERAL ALARM Oar O M O N "3 Q coDE 108 2 1 2D20 LOGICL PT DRYER RM NIT O M ON Oma Q co 0 I 0 2 1 21420 LOGICL EXTERIOR (DESCRIPTOR) LIGHTS 0CD 0(0 OLC) 122 2 1 21420 LOGICL PRESSURE (DESCRIPTOR) MAIN SYSTEM POWER SUPPLY VODULE CIRCUIT ID Pnl/Crkt CO\RGLLE V OVULE TRK/PANEL# 1402BLD/70 14-02.1 COL. A/1 CN CS PA\EL SCALE: NTS 3C DETAIL n 1E210 1400 RSP RST 8 0 9 0 100 110 12 0 13 ® SG—N P3 K1 (AB400) \R-1 R2 HI R1 120 Vac S 13 23 33 43 Al 14 24 34 44 A2 0 0 0 0 0 24 Vac ON 004 2Q250 2 1 LOGICL LOGICL (DESCRIPTOR) (DESCRIPTOR) TO AIR COMPRESSOR CONTROL PANEL START/STOP COMPRESSOR START/STOP CIRCUIT "LDO" (Typical) CFO SG—N 1 2 3 PNT. ON O- ON ID") 004 2D20 2 1 COMPR.02SS COMPR.01SS (PROOF PNT) (PROOF PNT) P2 N/C PNT. oi Q'`' 1 Li:006 00 n 00 Qco 00 2D20 2 1 COMPR.02 COMPR.01 GENERAL ALARM GENERAL ALARM ON 0 (0 0 in TERMINAL BLOCK 1234 AIR PRESSURE TRANSMITTER POINT 1 SIGNAL 1 0 O nN. ®Ief a*sIs 00 Qco 00 13 008 2D20 2 1 LOGICL DRYER (DESCRIPTION) ALARM MONITOR ON 0 - DIGITAL INPUT "LDI" (Typical) 004 2 LOGICL (DESCRIPTOR) 21420 1 LOGICL (DESCRIPTOR) 4 — 20 mA ANALOG INPUT "LAI" TB— els e els els e s e e 010101010 e1eJ0101010 K1 K2 *Islets ®Ief a*sIs 13 23 33 43 Al 13 23 33 43 Al 14 24 34 44 A2 14 24 3444 A2 eeeee eeeee 1 LEGE \D GE\ RAL \OTES TERMINATE WIRE PER MANUACTURERS' DIRECTION AT SENSOR AND MODULES. DO NOT USE MANUAL OVERRIDE MODULE EFRE\ CE D AWI \ GS 14,02-1E210 CO\S-RUCTIO\ CTES PROVIDE NEW MODULE FOR NEWLY INSTALLED LIGHTING FIXTURE ABOVE GEN—SET. PROVIDE CONDUIT AND CONDUCTORS AS REQUIRED. COORDINATE WITH BOEING CONTROL DEPARTMENT FOR ALL REQUIREMENTS PRIOR TO INSTALLATION. av7 O(3 RECEIVED CITY OF TUKWILA 19 0 0 2017 PERMIT CENTER ISSUE FOR CONSTRUCTION 06.21.16 REVIEWED t-01 COMPLIANCE WITH NFPA 70 - NEC APR 17 2017 City of Tukwila BUILDING DIVISION SAZAN GROUP 600 Stewart St., Ste 1400 Seattle, Washington 98101 • Tel 206.267.1700 Fax 206.267.1701 SAZAN # 444-1577 REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE CORRECT INTERFACE WIRING 14-02 REPLACE DIESEL GENERATOR W3344174 SAZAN/SL 06.21.16 06/21/2016 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN TURNBULL CHECKED DATE 11/21/02 SUBTITLE CMCS DETAILS, SCHEDULES CURRENT REVISION W3344174 SYMBOL 3 DATE 06.21.16 APPROVED BY DEPT. DATE ENGINEER TURNBULL 12/03/02 CHECKED C. STEWART 12/09/02 APPROVED APPROVED TITLE ELECTRICAL MASTER 14-02 REPLACE DIESEL GENERATOR BUILDING 14-02 THOMPSON, WA SHEET 1400 JOB NO. W3344174 COMP NO. DWG NO. 14-02-1400 0 SLIM: 4/30/2016 EXIT SIGN - LITHONIA LIGHTING TYPE EDG1RSD, 120V 120V BALLAST HT -1 (REF. ONLY) NORTH STAIR PANEL 2PN1 4PN1A/2a PANEL 4PN1A \ E SAL \ OTES 1. ALL CONDUIT TO BE 1/2" E.M.T. 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 600V OR LESS, 120/208 277/480V "A"PHASE(LEFT BUS IN PANEL) BLACK BROWN "B"PHASE(CENTER BUS IN PANEL) RED ORANGE "C"PHASE(RIGHT BUS IN PANEL) BLUE YELLOW NEUTRAL WHITE GRAY EQUIPMENT GROUND GREEN PANEL 4PN1 1"C-4#8 . 15 TO 14-02 BUILDING EMERGENCY POWER PNL X4P1/1; 1"C-4#8 & 2#12 (114-001-2001—E4A 50A RATED AUTO—TRANSFER SWITCH PANEL X4P2 1/2"0 THREADED ROD 2 PLACES LARGE SIZE CONDUCTORS WHICH DO NOT HAVE COLORED JACKETS SHALL BE IDENTIFIED WHEREVER VISIBLE BY APPROPRIATELY COLORED TAPE. ALL UNUSED CONDUIT AND WIRE TO BE REMOVED BACK TO SOURCE. FEEDERS TO PANELS AND BUSWAYS SHOWN ON SHEETS E2 AND E3. USE #10 THWN/THHN FOR COMMON NEUTRAL CONDUCTOR IN ALL 20 AMP MULTI -BRANCH RUNS. DYMO LABEL ALL RECEPTACLES, JUNCTION BOXES, SWITCHES, ETC., WITH CIRCUIT IDENTIFICATION. INSTALL REVISED PANEL SCHEDULES UPON COMPLETION OF JOB. 10. EQUIPMENT AND INTERCONNECTIONS WITHIN THE GENERATOR ENCLOSURE SHALL BE PROVIDED BY THE GENERATOR AND ENCLOSURE MANUFACTURERS UNLESS OTHERWISE INDICATED. 11. EQUIPMENT LABELED "X" SHALL COMPLY WITH NEC ARTICLE 700 "EMERGENCY SYSTEMS" AND PER WASHINGTON CITIES ELECTRICAL CODE ARTICLE 700. 12. CIRCUITS ROUTED FROM THE GENERATOR ENCLOSURE TO ANY BUILDING SHALL BE GROUPED AND ENCASED IN CONCRETE. 13. LABEL ALL NEW EQUIPMENT WITH EQUIPMENT IDENTIFICATION AS SHOWN ON THIS DRAWING. USE ORANGE LABELS WITH WHITE LEI IERS FOR EMERGENCY SYSTEM. USE BLUE LABEL WITH WHITE LEI I ERS FOR STANDBY SYSTEM. EMERGENCY SYSTEM J -BOXES AND ENCLOSURES UP TO 6"X6"X6" SHALL BE PAINTED OR COATED ORANGE INSIDE AND OUTSIDE EXCEPT FOR SPECIALIZED SYSTEMS FURTHER IDENTIFIED PER WASHINGTON CITIES ELECTRICAL CODE ARTICLE 700. PANEL X2P1 TO 14-02 BUILDING EMERGENCY POWER PNL XA4-2/13,15,17 1"R, 4#8 XHHW, 1#10G 3/4"C 4#8 THHN TO PANEL 4PS1 CC\STUCTIO\ \CTES 3 PANEL 2PS1 4PN1A/4 3/4"RGS 4#12 TO WALL LIGHTING SEE 114-003-2002 El0 PANEL X2P2 ED 3/8" THREAD. ' ODLACES L 4PS1 II _ EOM 1, 3/4"RGS 10 IDE TEST TO NORT PAD FLOO11 LIGHTS, SEE E-2 WOMEN DOME LIGHT 75W 120V 9 JANITOR 3/4"RGS 4#10 TO SOUTH SIDE TEST PAD FLOOD LIGHTS, SEE E-2 1-O TO PHOTOCELL SECURITY LIGHTS AUTO—CONTROL WATER MOTOR BELL REVIEWED .FOR COMPLIANCE WITH FPA 70 4 NEC REPLACE EXISTING BALLAST WITH NEW 120V ELECTRONIC START BALLAST AND CONNECT TO CIRCUIT INDICATED. REPLACE EXIT SIGN WITH NEW. SEE LEGEND FOR EXIT SIGN REQUIREMENTS. PROVIDE CONDUIT AND CONDUCTORS AS SHOWN. PROVIDE 30A MAIN CIRCUIT BREAKER, 30, 4-W, 6 CIRCUIT LOAD CENTER. NEMA 12. INTERCEPT LIGHTING BRANCH CIRCUIT AND EXTEND TO TO NEW LOAD CENTER AS SHOWN. RE -LABEL AS SHOWN. DISCONNECT AND REMOVE ATS, AND EXISTING EMERGENCY PANELS. REMOVE CONDUIT AND CONDUCTORS BACK TO SOURCE. INTERCEPT AND CONNECT TO CIRCUIT INDICATED. — ADT TRA SMITTER 2"CO TO MH# SEE E-2 ISSUE FOR CONSTRUCTION 06.21.16 GROUP 600 Stewart St., Ste 1400 Seattle, Washington 98101 Tel 206.267.1700 Fax 206.267.1701 SAZAN # 444-1577 REVISION APPROVED REVISION APPROVED CAD CONVERSION CADNW 09.01.98 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED SUBTITLE CHECKED 14-02 REPLACE DIESEL GENERATOR W3344174 SAZAN/SL 06.21.16 APPROVED BY CINEER LIGHTING PLAN CURRENT REVISION W3344174 DATE 06.21.16 14-02 REPLACE DIESEL GENERATOR 06121/2016 CHECKED APPROVED APPROVED ELECTRICAL MASTER BUILDING 14-003 COL. A -F/4-7 THOMPSON, WA JOB NO. DWG NO. 14-003-1E10