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Permit M17-0153 - BOEING #9-08 - QI-JACC WATER SOURCE HEAT PUMP, DUCTWORK
BOEING #9-08 - QI - JACC 9725 E MARGINAL WAY S BLDG 9-008 M17-0153 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 MECHANICAL PERMIT 5624201032 Permit Number: M17-0153 9725 E MARGINAL WAY S BLDG 9-008 Issue Date: 10/31/2017 Permit Expires On: 4/29/2018 Project Name: BOEING #9-08 - QI-JACC 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 CONNIE HARDIN 4600 S 134 PL , SEATTLE, WA, 98168 HOLADAY PARKS INC 4600 S 134 PL , SEATTLE, WA, 98168 HOLADP1379NO I/1 Phone: (206) 250-4530 Phone: (206) 248-9700 Expiration Date: 9/3/2019 DESCRIPTION OF WORK: REPALCE EXISTING WATER SOURCE HEAT PUMP; MINOR DUCT MODIFICATIONS Valuation of Work: $7,500.00 Type of Work: REPLACEMENT Fuel type: ELECT Fees Collected: $313.23 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: /7 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 2015 Date: /6)/31/ 7 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 looal laws regu sting con truction or the performance of work. I am authorized to sign and obtain this developmen p 4jnit a, d gree tbthe conditi� s .ttached to this permit. Signature: Print Name: This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 2: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 3: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 4: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 5: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 6: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 7: ***MECHANICAL PERMIT CONDITIONS*** 8: All mechanical work shall be inspected and approved under Permit Center (206/431-3670). 9: Manufacturers installation instructions shall be available on PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 0703 1800 0609 0705 0701 MECH EQUIP EFF MECHANICAL FINAL PIPE/DUCT INSULATION REFRIGERATION EQUIP ROUGH -IN MECHANICAL a separate permit the job site at the issued by the City of Tukwila time of inspection. 'i(0 1 21 fl/TsRaq, CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov SITE LOCATION Mechanical Permit No. Project No. 7-7/53 Date Application Accepted: Date Application Expires:1(//1/(e /0 //97(7 (For office -use only) MECHANICAL 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** �� King Co Assessor's Tax No.: Wel- �(/ /03 Site AddressC..7" ill S LL?� /rl Suite Number: Floor: / New Tenant: ❑ Yes El o< Tenant Name , PROPERTY OWNER NametF __ Address4 U City: State: 24 CONTACT PERSON — person receiving all project communication Name: 40,e Har,,iAddress: 7(O/ dD 5 /3/2//City Statate: zee/6 G d [f Phone' Wig. '751) b Z0 ` Fax ^Iv 2,4 U Emai16,00An 1.4, 1.k tf% kg tAci..^taxics . co MECHANICAL CONTRACTOR INFORMATION Company Name: `(1 CC�rCD5) ll Address:(!/ i 3 1" �o City`( State Zign p// C Phone:ZD 6 Z<7> e) Faxti 2 t g f 7.4 0 /£(� Contr Reg No. :/ib[J4 ruoS 377. Date: 9,20/9Tukwila Business License No.: Valuation of project (contractor's bid price): $ OD V Describe the scope of work in detail' /� ,.�. 1 s L t r;,r- du c* cPtcer_Ajot,f • Use: Residential: New 0 Replacement 0 Commercial: New 0 Replacement Fuel Type: Electric 0 Gas ❑ Other: H:\Applications\Forms-Applications On Line \2016 Applications\Mechanical Permit Application Revised 1-4-16.docx Revised: January 2016 bh Page 1 of 2 Indicate type of mechanical work being installed and the quantity below: Unit Type Qty Furnace <100k btu Residential, Nighttime Furnace >100k btu Industrial Floor furnace 55 dB(A) Suspended/wall/floor mounted heater 57 dB(A) Appliance vent Commercial Repair or addition to heat/refrig/cooling system 47 dB(A) Air handling unit 65 dB(A) <10,000 cfm I Unit Type Qty Air handling unit Residential, Nighttime >10,000 cfm Industrial Evaporator cooler 55 dB(A) Ventilation fan connected to single duct 57 dB(A) Ventilation system Commercial Hood and duct 47 dB(A) Incinerator — domestic 65 dB(A) Incinerator — conim/industrial' I Unit. Type Qty Fire damper Residential, Nighttime Diffuser Industrial Thermostat 55 dB(A) Wood/gas stove 57 dB(A) Emergency generator Commercial Other mechanical 47 dB(A) equipment� 65 dB(A) 1� toSour Lg. I 8u..,4•14,[11 65 dB(A) Boiler/Compressor QtY 0-3 hp/100,000 btu 3-15 hp/500,000 btu 15-30 hp/1,000,000 btu 30-50 hp/1,750,000 btu 50+ hp/1,750,000 btu Noise: Mechanical units need to be in compliance with the Tukwila Noise Code. Maximum permissible sound levels are based on from where the sound is created and where the sound is heard. Additionally, if sound can be heard from within :a house at night in a residential zone it may not be allowed. For more details, see TMC 8.22 District of Sound Producing Source District of Receiving Property Residential, Daytime* Residential, Nighttime Commercial Industrial Residential 55 dB(A) 45 dB(A) 57 dB(A) 60 dB(A) Commercial 57 dB(A) 47 dB(A) 60 dB(A) 65 dB(A) Industrial 60 dB(A) 50 dB(A) 65 dB(A) 70 dB(A) *Daytime means 7AM-10PM, Monday through Friday and 8AM-10PM, Saturday, Sunday and State -recognized holidays. A few sounds are exempt from the noise code, including: • Warning devices; • Construction and property maintenance during the daytime hours (7am-lOpm); Testing of backup generators during the day. 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 additional periods not to exceed 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDIN Signature: RIZED Print Name: Ox"ce Mailing Address:L fi DD 134 {./e FT:\Applications\Fo ms -Applications On Line\2016 Applications\Mechanical Permit Application Revised 1-4-16.docx Revised: January 2016 bh Date: Day Telephone: Z06, 2 s b (s--30 cLgl (or City State Zip Page 2 of 2 Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $313.23 M17-0153 Address: 9725 E MARGINAL WAYS BLDG 9-008 Apn: 5624201032 $313.23 Credit Card Fee $9.12 Credit Card Fee I R000.369.908.00.00 I 0.00 $9.12 MECHANICAL $292.41 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $33.15 PERMIT FEE R000.322.100.00.00 0.00 $200.78 PLAN CHECK FEE R000.322.102.00.00 0.00 $58.48 TECHNOLOGY FEE $11.70 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R12610 R000.322.900.04.00 0.00 $11.70 $313.23 Date Paid: Thursday, October 19, 2017 Paid By: HOLADAY PARKS FAB INC Pay Method: CREDIT CARD 02174G Printed: Thursday, October 19, 2017 3:20 PM 1 of 1 SYSTEMS INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 0117-053 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: BoriN6 9-08 Type of Inspectio : ,o st owidi oil- fill c5.pc- M '(H Address: 1725- h- fireiciM i A Date Called: IP- Special Instructions: 01 -- REPLAeir 10 /lt0u�}y Fibe , Date Wanted:am. .EQUIP- l/ 2 9-/7 p.m Requester: 36.ri Phone No: � �yC�' � -, 1 c�� 2/ s' O �.1r Approved per applicable codes. E Corrections required prior to approval. COMMENTS: c5.pc- M '(H , c/ M -t 6K- ftXC/1 IP- .EQUIP- Inspector: <0-5' Date: //-a?-/7 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. PERMIT COORD COPY° PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M17-0153 DATE: 10/19/17 PROJECT NAME: BOEING #9-08 - QI-JACC SITE ADDRESS: 9725 E MARGINAL WAY S X Original Plan Submittal Response to Correction Letter # Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: fidinNision titi Public Works n Fire Prevention Structural Planning Division Permit Coordinator n PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: 10/24/17 Structural Review Required DATE: n APPROVALS OR CORRECTIONS: Approved Corrections Required n (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 11/21/17 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: 12/18/2013 HOLADAY PARKS INC Washington State Department of Labor & Industries Home Espanol Contact Search L&I Page 1 of 4 A-Zlndex Help My Safety & Health Claims & Insurance Workplace Rights Trades & Licensing HOLADAY PARKS INC Owner or tradesperson BECK, DAVID CARL Principals BECK, DAVID CARL, PRESIDENT CONNELL, DANIEL A, PRESIDENT GIRI, BIJIT, PRESIDENT PIZZEY, GRACE K, VICE PRESIDENT FREEL, JERRY LEE, VICE PRESIDENT PARKS, GERALD T JR, PRESIDENT (End: 08/12/2015) NAILON, JUNE ANNETTE, VICE PRESIDENT (End: 08/12/2015) O'CONNOR, BONNY K, SECRETARY (End: 08/12/2015) BECK, DAVID CLARENCE, TREASURER (End: 08/12/2015) VAN DER VEEN, ERIC M, VICE PRESIDENT (End: 08/14/2013) PIZZEY, GRACE KATHERINE, VICE PRESIDENT (End: 08/14/2013) VAN DER VEEN, JULIE ELIZABETH, MEMBER (End: 08/14/2013) CONNELL, DANIEL AARON, MEMBER (End: 08/14/2013) GIRI, BUIT, MEMBER (End: 08/14/2013) KIEL, RINALD HOWARD, MEMBER (End: 08/14/2013) WHITMYRE, CHRISTIAN, MEMBER (End: 08/14/2013) NELSON, MICHAEL, SECRETARY (End: 11/04/2010) PARKS, DAVID L, TREASURER (End: 11/04/2010) TALBOT, PAUL, TREASURER (End: 11/04/2010) 4600 S 134TH PL SEATTLE, WA 98168 206-248-9700 KING County WA UBI No. Business type 578 004 089 Corporation Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=578004089&LIC=HOLADPI379N0&SAW= 10/31/2017 BO 9/26 POH fl A D A 0\S SACT 7-127 KING COUNTY AIRPORT OFFICE .CENTER (FAA) PROJECT SITE FROM DOWNTOWN SEATTLE AR 0 I- VI- R PAHC AP D PV A1Th A 4 TOW\S c A\ VB KIL3 \C ADDRESS: 9725 EAST vARGI\AL WAV SC„T TJ KWI LA, WAS- \GTO \ MUSEUM BOEING FIELD 599 TUKWILA EAST MARGINAL WAY 99 CORPORATE PARK FROM KENT & AUBURN FROM SEATTLE—TACOMA AIRPORT 3EVELOPIV NO SCALE 3b L I\ G 9-08 - LOCAT 0 NO SCALE P J A 23 \G '0 A 08 0\ 98 \OHT , \Tv, WAS 0990 R 562420 RA �I 08 \GI- 4 FAST, \CT0\ CODI- \J \i ARV 9-08 SUMMARY BUILDING CODE OCCUPANCY GROUP CONSTRUCTION TYPE LOCATION ON PROPERTY FLOOR AREA (ACTUAL): BUIDLING FOOTPRINT BUILDING GROSS 1ST FLOOR 2ND FLOOR 3RD FLOOR 4TH FLOOR 5TH FLOOR PENTHOUSE BUIDLING HEIGHT STORIES OCCUPANT LOAD: OFFICE @ 1 TO 100SF MECH/STORAGE @ 1 TO OTHER @ 1 TO 100SF HANDICAPPED REQUIREMENTS FIRE PROTECTIONS SEPARATION EXTERIOR WALL (NON—BEARING) INTERIOR WALLS (NON—BEARING) INTERIOR WALLS (BEARING) STRUCTURAL FRAME FLOORS STAIR ENCLOSURES SHAFT ENCLOSURES ELEVATOR SHAFT CORRIDORS ROOF ROOFING CONSTRUCTION SEISMIC ZONE DESIGN LOADS: ROOF — SNOW LIVE FLOOR OFFICE (LIVE) DEAD MECH & STORAGE STAIRS & CORRIDOR 2015 INTERNATIONAL BUILDING CODE B BUSINESS (GROUP B, PROFESSIONAL SERVICES) TYPE II—A (FORMERLY II—FR) MINIMUM 60 FT. ALL SIDES 50,207 SF (37,500SF X 2=75,000SF ALLOWABLE W/SPRINK 253,832 SF INCR.) 50,012 SF 50,207 SF 50,207 SF 50,207 SF 50,207 SF 2,992 SF 84'-1” ROOF PARAPET, 95'-3" PENTHOUSE PARAPET, 85' ALLOW 5 (5 ALLOW PER 97UBC, 5 +1=6 SPRINKLER ADD ALLOWABLE) 1ST FLR @ 340 2ND, 3RD, 4TH, 5TH @ 419 EACH 300SF BUILDING TOTAL = 2016 WIND SCOPE OF WORK: BARRIER FREE FULLY AUTOMATIC THROUGH—OUT F/S CLASS 1 1 HOUR UNPROTECTED (UBC & IBC) 1 HR 97UBC & 2003 IBC 2 HR 97 UBC, 1 HR 2003 IBC 2 HR 97 UBC, 1 HR 2003 IBC 2 HR 97 UBC, 1 HR 2003 IBC 2 HR 97 UBC & 2003 IBC 2 HR 97 UBC & 2003 IBC 2 HR 97 UBC & 2003 IBC 1 HR 97 UBC & 2003 IBC 1 HR 97 UBC & 2003 IBC FIRE RETARDANT: CLASS A (FM CATEGORY 'D' 25 PSF 20 PSF 100 PSF 20 PSF (PARTITION) 125 PSF 100 PSF 110 MPH SEPARATE PERMIT REQUIRED FOR: 0 Mechanical I Electrical �al umbing trl'Gas Piping City of Tukwila BUILDING DIVISION CLASS 1) ARCHITECT'S INTENT: FOR 2015 IBC WORK DESIGN WILL MAINTAIN EXISTING LIKE KIND MATERIALS AND ASSEMBLIES PER 97 UBC REQUIREMENTS. RECONFIGURE EXISTING BUILDING AREA TO ACCOMMODATE NEW LAB FUNCTIONS. WORK INCLUDES INSTALLING WHITE BOARDS AND FURNITURE, ALONG WITH ASSOCIATED MECHANICAL AND ELECTRICAL. REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. it Iv( f7- 0 153 Data: 1. City of Tukwila BUILDING DIVISION MIS -0153 CITY OF TUKWILA OCT 19 2011 PERMIT CENTER ISSUED FOR CONSTRUCTION OCTOBER 18, 2017 SITTS & HILL ENGINEERS, INC. CML • STRUCTURAL • SURVEYING 4815 CENTER STREET 1 TACOMA, WA. 98409 PHONE: (253) 474-9449 1 FAX: (253) 474-9449 http://www.sitts-hill-engineers.com/ Project No.: 18007 Project Mgr.: BKL Proj. Engineer: DCB Proj. Drafter: SLM REVISION BY APPROVED Q1 — JACC 34355 SITTS BKL DATE I SYM 10.18.17 REVISION BY APPROVED DATE BOE/NGm - ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN S. McCarthy APPROVED BY DEPT. DATE CHECKED B. Leslie ENGINEER D. Boileau CHECKED B. Leslie APPROVED DATE 09.08.17 09.08.17 09.08.17 09.08.17 SUBTITLE COVER SHEET CURRENT REVISION SYMBOL 34355 DATE 10.18.17 APPROVED TITLE ARCHITECTURAL Q1 — JACC BUILDING 09-08 DEV. CENTER, WA SHEET AO JOB NO. 34355 COMP NO. DWG NO. 09-008—A 0 \DI- OF DRAW \GS X INCLUDED IN SET NO. SHEET NO. DRAWING TITLE REV DATE DRAWING ARCH I TECTAL. 09-08-A0 AO COVER SHEET -- 10.18.17 09-08-A1 Al GENERAL ARCHITECTURAL NOTES -- 10,18.17 09-08-3A3 3A3 COMPOSITE THIRD FLOOR PLAN -- 10.18.17 09-08-3A450 3A450 ENLARGED THIRD FLOOR PLAN -- 10.18.17 09-08-3A450R 3A450R ENLARGED THIRD FLOOR PLAN — REMOVAL -- 10.18,17 vEC—A\ICAL 40 09-08.3-3MIOR 3MIOR THIRD FLOOR HVAC PLAN — REMOVAL B 10,18.17 40 09-08,3-3M60R 3M60R THIRD FLOOR PIPING PLAN — REMOVAL E 10.18.17 40 09-08.3-3M10 3M10 THIRD FLOOR HVAC PLAN B 10.18.17 40 09-08.3-3M60 3M60 THIRD FLOOR PIPING PLAN E 10.18.17 40 09-08.3-3M10 3M10 THIRD FLOOR HVAC PLAN B 10.18,17 ELECTRICAL 09-08.3-3E60 3E60 208Y/120V POWER PLAN THIRD FLOOR S 10.18.17 REVIEWED FOR :ODE COi IPLIANCE OCT 2 6 2011 w City of Tukwila BUILDING MIS -0153 CITY OF TUKWILA OCT 19 2011 PERMIT CENTER ISSUED FOR CONSTRUCTION OCTOBER 18, 2017 SITTS & HILL ENGINEERS, INC. CML • STRUCTURAL • SURVEYING 4815 CENTER STREET 1 TACOMA, WA. 98409 PHONE: (253) 474-9449 1 FAX: (253) 474-9449 http://www.sitts-hill-engineers.com/ Project No.: 18007 Project Mgr.: BKL Proj. Engineer: DCB Proj. Drafter: SLM REVISION BY APPROVED Q1 — JACC 34355 SITTS BKL DATE I SYM 10.18.17 REVISION BY APPROVED DATE BOE/NGm - ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN S. McCarthy APPROVED BY DEPT. DATE CHECKED B. Leslie ENGINEER D. Boileau CHECKED B. Leslie APPROVED DATE 09.08.17 09.08.17 09.08.17 09.08.17 SUBTITLE COVER SHEET CURRENT REVISION SYMBOL 34355 DATE 10.18.17 APPROVED TITLE ARCHITECTURAL Q1 — JACC BUILDING 09-08 DEV. CENTER, WA SHEET AO JOB NO. 34355 COMP NO. DWG NO. 09-008—A 0 GENERAL ARCHITECTURAL NOTES (GAN) BUILDING CODE AND SPECIFICATIONS: ALL CODE REFERENCES HEREAFTER SHALL CORRESPOND TO THE FOLLOWING EDITIONS WITH STATE OF WASHINGTON AND CITY OF TUKWILA AMENDMENTS TO BE USED, U.N.O.: EDITION 2015 ICC/ANSI A117.1-03 2015 2015 2015 2015 2011 2015 ASCE 31-03 ASCE/SEI 41-06 ASCE/SEI 7-10 MATERIAL STEEL WELDING COLD FORMED STEEL CODE INTERNATIONAL BUILDING CODE ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES INTERNATIONAL MECHANICAL CODE INTERNATIONAL FIRE CODE INTERNATIONAL PLUMBING CODE INTERNATIONAL ENERGY CONSERVATION CODE NATIONAL ELECTRICAL CODE INTERNATIONAL FUEL GAS CODE SEISMIC EVALUATION OF EXISTING BUILDINGS SEISMIC REHABILITATION OF EXISTING BUILDINGS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES CODE EDITION 14TH EDITION OF (AISC) STEEL CONSTRUCTION MANUAL. STRUCTURAL WELDING CODE - STEEL, (AWS) D1.1-15. 2012 (AISI) NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2015 EDITION OF THE INTERNATIONAL BUILDING CODE (IBC), WITH CITY OF TUKWILA AMENDMENTS SHALL BE USED AND SUPPLEMENTED WITH ASCE 7-10. (AISC) MANUAL OF STEEL CONSTRUCTION - 14TH EDITION. (AWS) STRUCTURAL WELDING CODE / STEEL - AWS D1.1-11. CONCRETE (ACI 318)-11. REINFORCING 2004 ACI DETAILING MANUAL (ACI SP -66). AMERICAN SOCIETY OF TESTING AND MATERIALS (ASTM) STANDARDS. 10251 LIVE LOAD = 100 PSF WIND LOAD (INTERIOR STRUCTURE) = 5 PSF SEISMIC COEFFICIENTS FOR LATITUDE. 47.5163 DEGREES, LONGITUDE -122.2986 DEGREES AND SITE CLASS "D", BUILDING DESIGN CATEGORY "D": Ss = 1.515, S1 = 0.573 Sds = 1.010, Sd1 = 0.573 GENERAL: THE CONSTRUCTION DOCUMENTS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT ARE NOT LIMITED TO BRACING AND SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURE OF CONSTRUCTION, OR THE SAFETY PRECAUTIONS AND THE PROGRAMS INCIDENT THERETO NOR SHALL OBSERVATION VISITS TO THE SITE INCLUDE INSPECTION OF THESE ITEMS. ALL NEW CONSTRUCTION SHALL COMPLY WITH THE 2015 IBC (WITH STATE OF WASHINGTON AMENDMENTS) CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED CONSTRUCTION. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS OR MATERIALS, SUCH STANDARDS SHALL BE THE LATEST EDITION AND/OR ADDENDA, U.N.O. ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL, MECHANICAL, PLUMBING AND ELECTRICAL WITH APPROPRIATE TRADES, DRAWINGS AND SUBCONTRACTORS PRIOR TO CONSTRUCTION. OPTIONS ARE FOR CONTRACTOR'S CONVENIENCE. IF AN OPTION IS CHOSEN, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL NECESSARY CHANGES AND SHALL COORDINATE ALL DETAILS. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL ARCHITECTURAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS PRIOR TO START OF CONSTRUCTION. RESOLVE ANY DISCREPANCY WITH THE OWNER. TYPICAL DETAILS MAY NOT NECESSARILY BE CUT ON PLANS, BUT APPLY, U.N.O. WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL ARCHITECTURAL NOTES AND/OR SPECIFICATIONS, THE GREATER REQUIREMENTS SHALL GOVERN. ANY ENGINEERING DESIGN, PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW, SHALL BEAR THE SEAL OF A REGISTERED ENGINEER RECOGNIZED BY THE BUILDING CODE JURISDICTION OF THIS PROJECT. PLAN DIMENSIONS SHOWN ARE TAKEN TO FACE OF STUD OR FACE OF CONCRETE U.N.O. HEIGHTS SHOWN OR NOTED AFF (ABOVE FINISH FLOOR) ARE TO BE MEASURED FROM TOP OF FINISH FLOORING MATERIAL. DO NOT SCALE DRAWINGS. IF UNABLE TO LOCATE DIMENSIONS FOR ANY ITEM OF WORK, CONSULT OWNER FOR DIRECTION BEFORE PROCEEDING. IF DRAWINGS MEASURE LESS THAN 24" x 36", PRINTS ARE REDUCED FROM ORIGINALS. DETAILS SHOWN ON CONSTRUCTION DOCUMENTS SHALL BE INCORPORATED INTO THE PROJECT AT ALL APPROPRIATE LOCATIONS WHETHER SPECIFICALLY REFERENCED AT EACH LOCATION OR NOT. ADJUNCT CONSTRUCTION - THE EMBEDMENT OR PASSAGE OF PIPING, ELECTRICAL CONDUIT, DUCTWORK AND OTHER MATERIALS THAT WOULD REDUCE THE STRENGTH OF ROOFS AND/OR FRAMING IS NOT PERMITTED UNLESS THE WORK IS DONE IN ACCORDANCE WITH THE STANDARD DETAILS SHOWN ON THE CONSTRUCTION DOCUMENTS. THIS WORK MUST BE REVIEWED BY THE OWNER PRIOR TO CLOSING IN AND /OR CASTING. SEE STANDARD DETAILS AND PROJECT MANUAL FOR THE RELATIONSHIP OF UNDERGROUND CONDUIT AND PIPING TO FOUNDATIONS, FOR OPENINGS, FOR PIPING IN WALLS AND OTHER SPECIAL CONDITIONS REQUIRED FOR THIS PROJECT. WHERE PLAN NOTES CALL FOR THE CONTRACTOR TO INSTALL SPECIAL ITEMS, IT IS TO BE EXPLICITLY UNDERSTOOD THAT THE CONTRACTOR IS TO ALSO PROVIDE THAT ITEM AND ALL ACCESSORY EQUIPMENT REQUIRED TO INSTALL THAT ITEM(S). IF ITEM IS TO BE PROVIDED BY OWNER, IT WILL BE SO INDICATED. CONTRACTOR SHALL REPAIR ALL CONSTRUCTION DAMAGE NOT LIMITED TO GRASS, PAVED AREAS AND OTHER ITEMS TO PRE -CONSTRUCTION CONDITION FROM DAMAGE DURING CONSTRUCTION. PROVIDE PHOTOGRAPHS PRIOR TO STARTING WORK AND DELIVER TO OWNER. CHANGES TO THE APPROVED DRAWINGS AND PROJECT MANUAL SHALL BE MADE BY AN ADDENDA OR CHANGE ORDER SIGNED BY THE OWNER. THE ELECTRICAL, PLUMBING, AND MECHANICAL DRAWINGS ARE DIAGRAMMATIC ONLY. DO NOT SCALE THE DRAWINGS TO DETERMINE THE LOCATION OF PROPOSED EQUIPMENT, OUTLETS, OR OTHER ITEMS. SEE SCHEDULES, DETAILS, AND CONSTRUCTION DOCUMENTS FOR MOUNTING HEIGHTS OF ACCESSORIES. MAINTAIN FIRE RESISTANCE RATING OF RATED ASSEMBLIES BEHIND RECESSED WALL ACCESSORIES, INCLUDING FIRE EXTINGUISHER CABINETS, TOILET ACCESSORIES, MISCELLANEOUS ACCESSORIES, ELECTRICAL JUNCTION BOXES, AND OTHER ITEMS WHERE OCCURRING. THE INTENT OF THESE DRAWINGS AND SPECIFICATIONS IS THAT THE WORK OF THE CONSTRUCTION IS TO BE IN ACCORDANCE WITH THE APPLICABLE CODES. SHOULD ANY EXISTING CONDITIONS SUCH AS DETERIORATION OR NONCOMPLYING CONSTRUCTION BE DISCOVERED WHICH IS NOT COVERED BY THE CONTRACT DOCUMENTS WHEREIN THE FINISH WORK WILL NOT COMPLY WITH THE APPLICABLE CODES, A CHANGE ORDER OR SEPARATE SET OF PLANS AND SPECIFICATIONS, DETAILING AND SPECIFYING THE REQUIRED WORK, SHALL BE SUBMITTED TO AND APPROVED BY THE AGENCY HAVING JURISDICTION. MAINTAIN FIRE SAFETY DURING CONSTRUCTION AND DEMOLITION IN ACCORDANCE WITH THE 2015 EDITION OF THE INTERNATIONAL FIRE CODE. SELECTIVE DEMOLITION: SELECTIVE DEMOLITION SHALL INCLUDE THE SELECTIVE REMOVAL AND SUBSEQUENT OFFSITE DISPOSAL (U. N. 0.) OF THOSE ITEMS IDENTIFIED ON THE CONSTRUCTION DRAWINGS. THESE ITEMS INCLUDE, BUT ARE NOT LIMITED T0, THE FOLLOWING: 1. REMOVAL OF EXISTING ITEMS INDICATED ON DRAWINGS AND MISCELLANEOUS ITEMS REQUIRED TO COMPLETE PROJECT. 2. REMOVAL AND PROTECTION OF EXISTING ITEMS, MATERIALS AND EQUIPMENT ITEMS INDICATED "SALVAGE," OR AS REQUIRED TO FACILITATE NEW WORK. 3. CORING CONCRETE FOR ITEMS TO BE EMBEDDED. 4. SAWCUTTING AS REQUIRED FOR REMOVAL OF ITEMS INDICATED ON PLANS AND HEREIN. 5. SAWCUTTING AND REMOVAL OF CONCRETE WALLS, SLAB PORTIONS OF WALLS/RETAINING WALLS, CONCRETE STEPS, DRAINAGE SWALES, CONCRETE CURBS, GUTTERS, CONCRETE WALKS -PAVING SLABS INDICATED AND AS REQUIRED TO FACILITATE NEW WORK, AS WELL AS RELATE'. BASE MATERIAL. 6. CORING CONCRETE TO INSTALL RAILING POST. 7. REMOVAL OF EXISTING PIPE, RAILINGS, POST AND BOLLARDS. (NOTE WHERE TO BE RE -USED AS INDICATED ON PLANS). 8. REMOVAL OF NON -SALVAGED HARDWARE AND HARDWARE NOT TO BE REUSED OR REINSTALLED. 9. REMOVAL OF CERAMIC WALL TILE AND SUBSTRATE(S) INDICATED ON PLANS AND AS REQUIRED TO FACILITATE WORK THIS PROJECT. 10. REMOVAL OF CERAMIC FLOOR TILE AND SUBSTRATE(S) INDICATED ON PLANS ,AND AS REQUIRED TO FACILITATE WORK THIS PROJECT. 11. REMOVAL OF ELECTRICAL CONDUIT, BOXES, RELATED ITEMS AND DEVICES AT WALLS INDICATED TO BE REMOVED - SEE ELECTRICAL SHEETS FOR ADDITIONAL INFORMATION AND REQUIREMENTS. 12. PORTIONS OF EXISTING BUILDING INDICATED ON DRAWINGS AND AS REQUIRED TO ACCOMMODATE NEW CONSTRUCTION. 13. REMOVAL OF INTERIOR PARTITIONS AS INDICATED ON DRAWINGS. 14. REMOVAL OF DOORS, WINDOWS AND FRAMES INDICATED. 15. REMOVAL AND/OR ALTERATION OF BUILT-IN CASEWORK INDICATED. 16. REMOVAL OF FINISHES ON WALLS, CEILING AND FLOORS INCLUDING TRIMS AS NOTED AND AS REQUIRED TO FACILITATE NEW WORK. 17. REMOVAL OF CEILING, FRAMING, HANGERS AND FINISHES INDICATED OR REQUIRED TO COMPLETE WORK. 18. CUTTING CONCRETE FLOORS AND MASONRY WALLS FOR PIPING, DUCTS AND CONDUITS, ETC. 19. REMOVAL OF EXISTING HARDWARE WHERE NEW HARDWARE IS SCHEDULED. 20. REMOVAL OF ACCESSORIES, TOILET PARTITIONS AND MISCELLANEOUS ITEMS INDICATED HEREIN, INDICATED ON DRAWINGS AND REQUIRED TO COMPLETE PROJECT. 21. REMOVAL OF EXISTING GLAZING AND RELATED ITEMS WHEN INDICATED ON PLANS. 22. GRIND FLOOR SUBSTRATE TO RECEIVE FLOORING. SEE PLANS FOR LOCATIONS. 23. REMOVAL OF SIGN FACES, WRAP/ PROTECT AND DELIVER TO OWNER. 24. REMOVAL AND SALVAGE FOR REINSTALLATION EXISTING FLOOR MOUNTED DOOR AND TOPS AND METAL THRESHOLDS AT FLOORING INDICATED TO BE REMOVED. 25. ROOFING AND ROOF INSULATION REMOVAL. 26. REINSTALLATION OF SALVAGE ITEMS AS INDICATED HEREIN. COORDINATE REMOVAL PROCESS TO FACILITATE REUSE OF SALVAGED ITEMS. SHOP DRAWINGS: SHOP DRAWINGS SHALL BE SUBMITTED FOR ALL STRUCTURAL ITEMS. THE CONTRACTOR SHALL REVIEW ALL SHOP DRAWINGS PRIOR TO SUBMITTAL. ITEMS NOT IN ACCORDANCE WITH CONTRACT DOCUMENTS SHALL BE FLAGGED UPON CONTRACTOR'S REVIEW. VERIFY ALL DIMENSIONS WITH OWNER. ANY CHANGES, SUBSTITUTIONS, OR DEVIATIONS FROM CONTRACT DOCUMENTS SHALL BE CLOUDED BY MANUFACTURER OR FABRICATOR. ANY OF THE AFOREMENTIONED WHICH ARE NOT. CLOUDED OR FLAGGED BY SUBMITTING PARTIES, SHALL NOT BE CONSIDERED APPROVED AFTER ENGINEER'S REVIEW, UNLESS NOTED ACCORDINGLY. THE ENGINEER HAS THE RIGHT TO APPROVE OR DISAPPROVE ANY CHANGES TO CONTRACT DOCUMENTS AT ANY TIME BEFORE OR AFTER SHOP DRAWING REVIEW. THE SHOP DRAWINGS DO NOT REPLACE THE CONTRACT DOCUMENTS. ITEMS OMITTED OR SHOWN INCORRECTLY AND ARE NOT FLAGGED BY THE STRUCTURAL ENGINEER SHALL NOT BE CONSIDERED CHANGES TO CONTRACT DOCUMENTS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSURE ITEMS ARE CONSTRUCTED TO CONTRACT DOCUMENTS. THE ADEQUACY OF ENGINEERING DESIGNS AND LAYOUT PERFORMED BY OTHERS RESTS WITH THE DESIGNING OR SUBMITTING AUTHORITY. REVIEWING IS INTENDED ONLY AS AN AID TO THE CONTRACTOR IN OBTAINING CORRECT SHOP DRAWINGS. RESPONSIBILITY FOR CORRECTNESS SHALL REST WITH THE CONTRACTOR. DEFERRED SUBMITALS: SHOP DRAWING SUBMITTALS REQUIRED BY THESE GENERAL ARCHITECTURAL NOTES WHICH CONTAIN DESIGN CALCULATIONS SEALED BY A REGISTERED ENGINEER OTHER THAN THE ENGINEER OF RECORD SHALL BE SUBMITTED PRIOR TO CONSTRUCTION TO THE BUILDING OFFICIAL FOR REVIEW. THE DOCUMENTS WILL FIRST BE REVIEWED BY THE OWNER AND ENGINEER OF RECORD AND DETERMINED TO BE IN GENERAL CONFORMANCE WITH THE BUILDING DESIGN. THESE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THE BUILDING OFFICIAL HAS APPROVED THEIR DESIGN AND SUBMITTAL DOCUMENTS. THE FOLLOWING ITEMS SHALL BE SUBMITTED PER THIS SECTION: AUTOMATIC SPRINKLER SYSTEM HAZARDOUS MATERIAL STORAGE 1. INCOMPATIBLE MATERIALS SHALL BE STORED SEPARATELY IN ACCORDANCE WITH IFC 5003.9.8. 2. HAZARDOUS MATERIALS SHALL BE STORED IN ACCORDANCE WITH IFC 5001 AND 5003. BtJILDING IDENTIFICATION SIGN CONTRACTOR SHALL POST A TEMPORARY BUILDING IDENTIFICATION SIGN DURING CONSTRUCTION ON THE CONSTRUCTION SITE. A PERMANENT BUILDING IDENTIFICATION SIGN SHALL BE INSTALLED UPON PROJECT COMPLETION AS SHOWN ON DRAWINGS. JOINT PROTECTION: FOR SEALING PERIMETER JOINTS OF GYPSUM BOARD PARTITIONS TO REDUCE SOUND TRANSMISSION. PROVIDE JOINT SEALANTS FOR INTERIOR APPLICATIONS THAT ESTABLISH AND MAINTAIN AIRTIGHT AND WATER-RESISTANT CONTINUOUS JOINT SEALS WITHOUT STAINING OR DETERIORATING JOINT SUBSTRATES. PROVIDE JOINT SEALANTS, BACKINGS, AND OTHER RELATED MATERIALS THAT ARE COMPATIBLE WITH ONE ANOTHER AND WITH JOINT SUBSTRATES UNDER CONDITIONS OF SERVICE AND APPLICATION, AS DEMONSTRATED BY SEALANT MANUFACTURER BASED ON TESTING AND FIELD EXPERIENCE. DOW CORNING CORPORATION OR APPROVED EQUAL. HOLLOW METAL FRAMES: 16 GAUGE COLD ROLLED STEEL AT INTERIOR LOCATIONS. CORNER CONSTRUCTION: WELD FULL DEPTH AND FACE, GRIND SMOOTH AND RE -PRIME. WELD INCLUDES FACES, RABBETS, SOFFIT AND STOPS. STANDARD HOLLOW METAL FRAMES: STEELCRAFT MANUFACTURING CO., CINCINNATI, OHIO CURRIES CO., MASON CITY, IOWA CECO CORP., OAKBROOK, ILLINOIS ATTACHMENT TO DRYWALL CONSTRUCTION: MANUFACTURER'S STANDARD COMPRESSION TYPE FOR DRYWALL TYPE FRAME. STEEL OR WOOD STUD TYPE TO ACCOMMODATE FRAME JAMB DEPTH AND FACE DIMENSION ON WELDED TYPE FRAME. FLUSH WOOD DOORS: FLUSH INTERIOR DOORS: SOLID CORE. THICKNESS: 1-3/4 INCHES CORE: PC AND. FACE CONSTRUCTION: FIVE PLY. FACE CONSTRUCTION: FIVE PLY. PERFORMANCE DUTY LEVEL: HEAVY DUTY. QUALITY GRADE: PREMIUM. FINISH: PRIME AND PAINT. MOHAWK OR APPROVED EQUAL. GYPSUM BOARD ASSEMBLIES: INTERIOR GYPSUM WALLBOARD PANEL SIZE: PROVIDE IN MAXIMUM LENGTHS AND WIDTHS AVAILABLE THAT WILL MINIMIZE JOINTS IN EACH AREA AND CORRESPOND WITH SUPPORT SYSTEM INDICATED. STANDARD GYPSUM BOARD: PRODUCTS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, AVAILABLE PRODUCTS THAT MAY BE INCORPORATED INTO THE WORK INCLUDE, BUT NOT LIMITED TO THE FOLLOWING: GEORGIA -PACIFIC GYPSUM LLC; TOUGHROCK. CORE: 5/8 INCH, TYPE X. LONG EDGE: TAPERED. TRIM ACCESSORIES INTERIOR TRIM: ASTM C1047. MATERIAL: GALVANIZED OR ALUMINUM -COATED STEEL SHEET, ROLLED ZINC, PLASTIC, OR PAPER -FACED GALVANIZED STEEL SHEET. SHAPES: CORNERBEAD: USE AT OUTSIDE CORNERS. LC -BEAD (J -BEAD): USE AT EXPOSED PANEL EDGES. NON-STRUCTURAL METAL FRAMING: METAL STUD FRAMING AND ACCESSORIES AT INTERIOR LOCATIONS. SCAFCO STEEL STUD COMPANY, OR APPROVED EQUAL. ACOUSTICAL PANEL CEILING: CEILINGS CONSISTING OF ACOUSTICAL PANELS AND EXPOSED SUSPENSION SYSTEMS. ARMSTRONG, OR APPROVED EQUAL. 1ACOUSTICAL PANELS, GENERAL ACOUSTICAL PANEL TYPE: DUNE #1773A ACOUSTICAL PANEL COLORS : WHITE SIZE : 24"X48"X3/4" NOMINAL SIZE. CEILING SUSPENSION SYSTEMS USED PRIMARILY TO SUPPORT ACOUSTICAL TILE PANELS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF IBC 2015. PANT AND COATING: INCLUDES SURFACE PREPARATION AND FIELD APPLICATION OF PAINTS. PPG INDUSTRIES, INC., BENJAMIN MOORE OR APPROVE EQUAL. SURFACES: CORRECT DEFECTS AND CLEAN SURFACES CAPABLE OF AFFECTING WORK OF THIS SECTION. REMOVE OR REPAIR EXISTING COATINGS EXHIBITING SURFACE DEFECTS. DOOR HARDWARE: HASP Sc DEADBOLT: SARGENT AND GREENLEAF 1881. UNICANS: SCHLAGE - CO -100 SERIES X 626. LOCKS: YALE AU5400LN X 626 X 1212 CORE SERIES, VON DUPRIN 99 X 996L WITH #6 TRIM X US26D SERIES, YALE REMOVABLE CORE HOUSING, EITHER A 1212 OR 221 MORTISE OR RIM DEPENDING ON THE DEVICE. DOOR CURTAIN AND TRACK: TRACK: IMPERIAL FASTENER CO. MODEL: IFC -98 FABRIC: IMPERIAL FASTENER CO. PATTERN NAME: SURE CHECK PATTERN COLOR: GULL GREY MESH TOP: 20" HIGH BOTTOM OF CURTAIN TO BE HELD 18" FROM FLOOR NFPA 701 CARPET: TILE CARPET DIRECT -GLUED TO SUBSTRATE. MOHAWK COMMERCIAL CARPET - GT157 EMERGING LIGHTS II, COLOR: 898 GALACTIC FUSION BONDED, MANUFACTURED IN ONE COLOR DYE LOT, 24"X24" NOMINAL. COLORS: AS SELECTED FROM MANUFACTURER'S STANDARD COLORS. REDUCER: MERCER IMPERIAL 700. ADHESIVE: AS RECOMMENDED BY MANUFACTURER FOR DIRECT GLUE -DOWN INSTALLATIONS. SHELVING: BORROUGHS SHELVING: BURROUGHS ANGLE POST 87 INCH BURROUGHS BASE STRIP 36IN X 1.51N BURROUGHS SHELF BOX EDGE P3 36IN X 181N WITH CLIPS BURROUGHS BRACE, BACK 36IN BURROUGHS BRACE, SIDE 18IN BURROUGHS FOOTPLATE (5)SHELVES PER SECTION - THIS INCLUDES THE TOP AND BOTTOM SHELF 200LBS SHELF WEIGHT LIMIT WORKSTATION TABLES: PROVIDED BY BOEING SYSTEM WORKSTATIONS: PROVIDED BY BOEING WHITE BOARDS: PROVIDED BY BOEING REVIEWED FOR SDE COMPLIANCE APPROVED OCT 2 0 2017 RXCEIV D CITY OF TUKWILA OCT 19 7017 PERMIT CENTER ISSUED FOR CONSTRUCTION OCTOBER 18, 2017 SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL ■ SURVEYING 4815 CENTER STREET 1 PHONE: (253) 474-9449 1 http://www.sitts-hill-engineers.com/ TACOMA, WA. 98409 FAX: (253) 474.9449 Project No.: 18007 Project Mgr.: BKL Proj. Engineer: DCB Proj. Drafter: SLM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE Q1 - JACC 34355 SITTS BKL 10.18.17 Q� ff.e.NG° f 10/18/17 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN S. McCarthy APPROVED BY DEPT. DATE CHECKED B. Leslie ENGINEER DATE 09.08.17 09.08.17 SUBTITLE GENERAL ARCHITECTURAL NOTES CURRENT REVISION 34355 SYMBOL DATE 10.18.17 D. Boileau CHECKED B. Leslie APPROVED 09.08.17 09.08.17 APPROVED TITLE ARCHITECTURAL Q1 - JACC BUILDING 09-08 DEV. CENTER, WA SHEET Al JOB NO. 34355 COMP NO. DWG NO. 09 -008 -Al 10:59:12 PM SMCCARTHY: 8/16/2017 SYM 0 -00 C -00 N 0 —00 CO 2 0� 19 20'-O" 20'-O" 17 16� 20'-O" 20'-0" 20'-0" `env a`.` Y`S' H"...,.2'`, : r� ' i83'"'^'.�.-aBi_,z °T. " ty..` �paz.�^' "."" m •R 0 Ea Ea a 0 :ate --vim. G..ww..�,.1.a , ..,,.;moi , ,,..>»u,...,.. 111 211 111 111 !- — I 1I - J IC r Ii Cu H u t^• c L !/lug .I/ 1; 4 [IF ! I I 17-1-1 , I SIL J �t L kl L. I—l_-_LUJ_ : 0 i ll 'I 7,1!,__- - ' Lit'; 77-' ii I Li it C-JLi L r T = J , I J — — --1 ITT Il j'- -r_) [------1 20'-O" 20'-O" 20'-O" 3A3 3A450 ENLARGED FIRST FLOOR PLAN 3AA33 450R ENLARGED FIRST FLOOR PLAN - REMOVAL 20'-O" 20'-O" a 20'-O" in 1=1 tit 1 F7 • .- ; ); IFIL_ L 1 LIt BLL 000E00 I`— H 11 1111 '1 -17'71.11-111- re r S e' d ^I L. L I II 1 kJ r_LL III r I I L • r COVPOSITE THR REVISION 20'-O" BY APPROVED REVISION BY APPROVED DATE I -- Q1 - JACC 34355 SITTS BKL 10.18.17 20'- Ct 5 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN S. McCarthy B. Leslie ENGINEER D. Boileau CHECKED B. Leslie DATE 09.08.17 09.08.17 SUBTITLE PAL \OTES: 1. SEE GENERAL ARCHITECTURAL NOTES "GAN" ON DRAWING Al FOR ADDITIONAL INFORMATION. 2. SEE STRUCTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. \STR,CTIO \ \OTES: 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS OF EXISTING CONSTRUCTION WHICH AFFECT NEW CONSTRUCTION PRIOR TO SUBMITTAL OF SHOP DRAWINGS. SHOP DRAWINGS WITHOUT FIELD VERIFICATION OF DIMENSIONS SHALL BE REJECTED. DAW SEE 09-08-3A10 FOR FLOOR PLAN. SEE 09-08-3A1 1 FOR FLOOR PLAN. SEE 09-08-3Al2 FOR FLOOR PLAN. SEE 09-08-3A280 FOR THIRD FLOOR REFLECTED CEILING PLAN. SEE 09-08-3A281 FOR THIRD FLOOR REFLECTED CEILING PLAN. SEE 09-08-3A282 FOR THIRD FLOOR REFLECTED CEILING PLAN. REVIEWED FOR CODE COMPLIANCE APPROVED OCT 2 6 2017 City of Tukwila CITYROECFETIluVKEwD ILA OCT 1 9 2017 COMPOSITE THIRD FLOOR PLAN <EY PLA\ SCALE: N.T.S. 32 48 SITTS & HILL ENGINEERS, INC. CML • STRUCTURAL • SURVEYING 4815 CENTER STREET I PHONE: (253) 474-9449 TACOMA, WA. 98409 FAX: (253) 474-9449 Project No.: 18007 Project Mgr.: BKL Proj. Engineer: DCB Proj. Drafter: SLM CURRENT REVISION SYMBOL 34355 DATE 10.18.17 09.08.17 09.08.17 APPROVED APPROVED TITLE ARCHITECTURAL Q1 - JACC BUILDING 09-08 A -F/1-20 DEV. CENTER, WA SHEET 3A3 JOB NO. 34355 COMP NO. DWG NO. 09-008-3A r. 28'-0" 30x60 TABLE 24x24 32A3 PCTABLE 27x45 27x45 30x48 30x36 28'-0" /.,17/; /1 '..2z <'1T.1 1.7'Zl T/LL/,/77t LZ22YZ%///'/Z/z Z'Z .'7///////T�J`L<///////22 rz//'///////�/4/7r%/� ,_.J j [ / J 1 / I, -- T T i 30x60 30x50 30x60 48x72 WB 5 —4 L L! 20x28 20x28 11-r -- I I I I 1 I--1-- -j /O/////Ammar ////////////////AGO% A/ /2772227,27,7 L_ 31 B3 L. r ✓ / ,21 I � I lUn 1 I r 1 :5%'. 7./-21,�:'i '%7772771 7/71/j2W 12�'�7Z////i r / -- T 777 30'— )U 7 1 1i II If Li � . I �� ,I Lz-27,./7.77/7/z////////77/////.7777,./7/.77,777))//,,,,,F '11/ //7/,/ //////////////////// / i i 0 0 //j ////// II LJ A '1 O / L / 0 y 1-7 7 0 0 / 0 /1///Y//XI/O/////.ODI//w z ////D�////////// 0 / / or1 / r, / �,.:7 /Z/7_2Z; //////ii;%//7// , /, / /7 /y1/_/_W/<7 v, /// //Sr/ / 1' /D%/ L/ r' i /I///////// 77/ rod i7TT/Tlii 0 E\LAGE3 THIRD FLCO SCALE: 1/4" = 1'-0" LA\ 3A3 3A450 4 O� LEGE\ -/ SCHEDULE: GE\HAL \OTES: 1. SEE GENERAL ARCHITECTURAL NOTES "GAN" ON DRAWING Al FOR ADDITIONAL INFORMATION. 2. SEE STRUCTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. VERIFY/UPDATE LOCK DOOR 31A5; INSTALL HASPS ON BOTH SIDES. INSTALL (8) CHAIRS PROVIDED BY BOEING. INSTALL (3) 48"x72" WHITE BOARDS PROVIDED BY BOEING. 16 > INSTALL (4) 30"x60" INSTALL (1) 24"x24" 8 > INSTALL (2) 27"x45" 9 > INSTALL (1) 30"x36" 10 > INSTALL (1) 30"x48" TABLES PROVIDED BY BOEING. TABLE PROVIDED BY BOEING. ER PROVIDED BY BOEING. KG PROVIDED BY BOEING. PC TABLE PROVIDED BY BOEING. INSTALL (2) SAFES PROVIDED BY BOEING. CO ST„CTIO \OTES: 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS OF EXISTING CONSTRUCTION WHICH AFFECT NEW CONSTRUCTION PRIOR TO SUBMITTAL OF SHOP DRAWINGS. SHOP DRAWINGS WITHOUT FIELD VERIFICATION OF DIMENSIONS SHALL BE REJECTED. 'EFRE\CE DANII \GS: SEE 09-08-3A10 FOR FLOOR PLAN. SEE 09-08-3A280 FOR THIRD FLOOR REFLECTED CEILING PLAN. REVIEWED FOR CODE COMPLIANCE APPROVED OCT 2 6 2G17 City of Tukwila DUILDJ!,_ _ [VLS.12a RECEIVED CITY OF TUKWILA OCT 1 9 2011 PERMIT CENTER ISSUED FOR CONSTRUCTION OCTOBER 18, 2017 0 <EY DLA\ SCALE: N.T.S. 2 4 8 12 .. 1111111.11•1 •• 4 SCALE: 1/4"=1 '-0” SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET I PHONE: (253) 474-9449 I hftp://www.sitts-hill-engineers.com/ TACOMA, WA. 98409 FAX: (253) 474-9449 Project No.: 18007 Project Mgr.: BKL Proj. Engineer: DCB Proj. Drafter: SLM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE Q1 — JACC 34355 SITTS BKL 10.18.17 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN S. McCarthy CHECKED B. Leslie DATE 09.08.17 09.08.17 SUBTITLE ENLARGED THIRD FLOOR PLAN CURRENT REVISION 34355 SYMBOL DATE 10.18.17 ENGINEER D. Boileau CHECKED B. Leslie TITLE 09.08.17 09.08.17 APPROVED APPROVED ARCHITECTURAL Q1 - JACC BUILDING 09-08 A -D/3-6 SHEET 3A450 JOB NO. 34355 COMP NO. DEV. CENTER, WA DWG No. 1i II If Li � . I �� ,I Lz-27,./7.77/7/z////////77/////.7777,./7/.77,777))//,,,,,F '11/ //7/,/ //////////////////// / i i 0 0 //j ////// II LJ A '1 O / L / 0 y 1-7 7 0 0 / 0 /1///Y//XI/O/////.ODI//w z ////D�////////// 0 / / or1 / r, / �,.:7 /Z/7_2Z; //////ii;%//7// , /, / /7 /y1/_/_W/<7 v, /// //Sr/ / 1' /D%/ L/ r' i /I///////// 77/ rod i7TT/Tlii 0 E\LAGE3 THIRD FLCO SCALE: 1/4" = 1'-0" LA\ 3A3 3A450 4 O� LEGE\ -/ SCHEDULE: GE\HAL \OTES: 1. SEE GENERAL ARCHITECTURAL NOTES "GAN" ON DRAWING Al FOR ADDITIONAL INFORMATION. 2. SEE STRUCTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. VERIFY/UPDATE LOCK DOOR 31A5; INSTALL HASPS ON BOTH SIDES. INSTALL (8) CHAIRS PROVIDED BY BOEING. INSTALL (3) 48"x72" WHITE BOARDS PROVIDED BY BOEING. 16 > INSTALL (4) 30"x60" INSTALL (1) 24"x24" 8 > INSTALL (2) 27"x45" 9 > INSTALL (1) 30"x36" 10 > INSTALL (1) 30"x48" TABLES PROVIDED BY BOEING. TABLE PROVIDED BY BOEING. ER PROVIDED BY BOEING. KG PROVIDED BY BOEING. PC TABLE PROVIDED BY BOEING. INSTALL (2) SAFES PROVIDED BY BOEING. CO ST„CTIO \OTES: 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS OF EXISTING CONSTRUCTION WHICH AFFECT NEW CONSTRUCTION PRIOR TO SUBMITTAL OF SHOP DRAWINGS. SHOP DRAWINGS WITHOUT FIELD VERIFICATION OF DIMENSIONS SHALL BE REJECTED. 'EFRE\CE DANII \GS: SEE 09-08-3A10 FOR FLOOR PLAN. SEE 09-08-3A280 FOR THIRD FLOOR REFLECTED CEILING PLAN. REVIEWED FOR CODE COMPLIANCE APPROVED OCT 2 6 2G17 City of Tukwila DUILDJ!,_ _ [VLS.12a RECEIVED CITY OF TUKWILA OCT 1 9 2011 PERMIT CENTER ISSUED FOR CONSTRUCTION OCTOBER 18, 2017 0 <EY DLA\ SCALE: N.T.S. 2 4 8 12 .. 1111111.11•1 •• 4 SCALE: 1/4"=1 '-0” SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET I PHONE: (253) 474-9449 I hftp://www.sitts-hill-engineers.com/ TACOMA, WA. 98409 FAX: (253) 474-9449 Project No.: 18007 Project Mgr.: BKL Proj. Engineer: DCB Proj. Drafter: SLM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE Q1 — JACC 34355 SITTS BKL 10.18.17 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN S. McCarthy CHECKED B. Leslie DATE 09.08.17 09.08.17 SUBTITLE ENLARGED THIRD FLOOR PLAN CURRENT REVISION 34355 SYMBOL DATE 10.18.17 ENGINEER D. Boileau CHECKED B. Leslie TITLE 09.08.17 09.08.17 APPROVED APPROVED ARCHITECTURAL Q1 - JACC BUILDING 09-08 A -D/3-6 SHEET 3A450 JOB NO. 34355 COMP NO. DEV. CENTER, WA DWG No. • ..••••.•••••••••••••••••.•.•..•....•.♦• //////////////////////////////////////iii////� I %„__ n __ /////// �>'�i��=�c..`.��i'✓L"'.��Y'`!%•�'`y`.C��ih;��'`,.�.'T'�jY-lyX �'!�\ X�x,% X��a'_,/��T�� ��`�i� LEGE\JjSC GE\HAL \OTES: 1. SEE GENERAL ARCHITECTURAL NOTES "GAN" ON DRAWING Al FOR ADDITIONAL INFORMATION. 2. SEE STRUCTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. 12x26 r r ' { I,,/. r//2�.. moi` /17-7..,:r//2/ ;'./.,727.-i/� [ i 777/ 7/ i.77 i / /i ii r/i: 7/ /. i � n .- -- —:1-:!C1'.-/ -- .._ orf /_ T.11// G� /. 1/,J%/ /i 7/," i1=<<.L,':. 1yi-%ilk 12 I-�-=I =_--I 4 f ;� ir i ! r vj me. r CO\STCTIO\ \OTES: 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS OF EXISTING CONSTRUCTION WHICH AFFECT NEW CONSTRUCTION PRIOR TO SUBMITTAL OF SHOP DRAWINGS. SHOP DRAWINGS WITHOUT FIELD VERIFICATION OF DIMENSIONS SHALL BE REJECTED. 30x60 BC2 12x30 BC2 12x30 \ 30x30 rY// //77.1 u" f ///L- -// L2// </7' /IT!: 30x30 30x30 18x36 14 18x36 4-8x72 WB 18x60 /ri///// ////7/// ////iii/-/////////////// I'////////////////// // 30x30 30x30 REMOVE (2) 48" DIAMETER TABLES REMOVE (12) CHAIRS REMOVE (2) REMOVE (5) 6 REMOVE (1) REMOVE (1) / REMOVE (2) 9 REMOVE (1) 10 REMOVE (1) REMOVE (1) REMOVE (1) REMOVE (2) 14 REMOVE (3) SOFT PARTITION WALLS 30"x30" TABLES 30"x48" TABLE 30"x60" DESK 48"x72" WHITE BOARDS 18"x60" TABLE 18"x30" TABLE 18"x60" CREDENZA 12"x26" F5 18"x36" BF5 12"x30" BC2 EFRE D �AWI \ SEE 09-08-3A10 FOR FLOOR PLAN. SEE 09-08-3A280 FOR THIRD FLOOR REFLECTED CEILING PLAN. n 1 / r1 a /,I . / L" F1 /' %'., , ,.' - /i1�i/i /LL/�'/,//: /111/ //777-7— l'////////////////// /T7 ',22/ :%L/1/Z/-7Z" // //////z/777/// /i /// - ;!777777 2/ZZ/: �' /IQI //I/r ///irM4/ //Mel / //./' / .-. ////////////////////////////////////////////////////1z1LLLz1J2_ i/' / /2•' 77./.> / 1 it D 1 ;, 1 i 4 1il i T, '�1 . 7-..-,--77,-7.27,/',..,-7-,-z---7-7--,•------,—:„7--,, %:TrJLl /11%1 Z//7/l// iT�; Ti7 7;27_7-72Li'1 izizr7Ti//-7rZ 7 iii REVIEWED FOR CODE COMPLIANCE APPROVED 4V / /.i %i�l /%/,T77-77- 7%'»/ / z///.6/1l///i%'!_z/GT// /T. OCT 2 6 2017 City of Tukwila BUILD! >` i IV_ ON KEY PLA\ SCALE: N.T.S. ..IM �I■•s SCALE: 1/4"=1'— E\L4;;ED THRD FL00PLA\ EV10\%AL 3A3 3A450R `N. REMOVAL ISSUED FOR CONSTRUCTION OCTOBER 18, 2017 SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET 1 TACOMA, WA. 98409 PHONE: (253) 474-9449 1 FAX: (253) 474-9449 http://www.sitts-hill-engineers.com/ Project No.: 18007 Proj. Engineer: DCB Project Mgr.: BKL Proj. Drafter: SLM REVISION APPROVED REVISION APPROVED Q1 — JACC 34355 10.18.17 Q� OE/NG - ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DRAWN S. McCarthy CHECKED B. Leslie DATE 09.08.17 09.08.17 SUBTITLE ENLARGED THIRD FLOOR PLAN - REMOVAL ENGINEER D. Boileau CHECKED B. Leslie APPROVED APPROVED 09.08.17 09.08.17 TITLE ARCHITECTURAL Q1 - JACC BUILDING 09-08 A -D/3-6 CURRENT REVISION 34355 SYMBOL DATE 10.18.17 SHEET 3A450R JOB NO. DEV. CENTER, WA DWG NO. 34355 09-008-3A450R COMP NO. T 71 ( 4V / /.i %i�l /%/,T77-77- 7%'»/ / z///.6/1l///i%'!_z/GT// /T. OCT 2 6 2017 City of Tukwila BUILD! >` i IV_ ON KEY PLA\ SCALE: N.T.S. ..IM �I■•s SCALE: 1/4"=1'— E\L4;;ED THRD FL00PLA\ EV10\%AL 3A3 3A450R `N. REMOVAL ISSUED FOR CONSTRUCTION OCTOBER 18, 2017 SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET 1 TACOMA, WA. 98409 PHONE: (253) 474-9449 1 FAX: (253) 474-9449 http://www.sitts-hill-engineers.com/ Project No.: 18007 Proj. Engineer: DCB Project Mgr.: BKL Proj. Drafter: SLM REVISION APPROVED REVISION APPROVED Q1 — JACC 34355 10.18.17 Q� OE/NG - ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DRAWN S. McCarthy CHECKED B. Leslie DATE 09.08.17 09.08.17 SUBTITLE ENLARGED THIRD FLOOR PLAN - REMOVAL ENGINEER D. Boileau CHECKED B. Leslie APPROVED APPROVED 09.08.17 09.08.17 TITLE ARCHITECTURAL Q1 - JACC BUILDING 09-08 A -D/3-6 CURRENT REVISION 34355 SYMBOL DATE 10.18.17 SHEET 3A450R JOB NO. DEV. CENTER, WA DWG NO. 34355 09-008-3A450R COMP NO. (EG) TYPICAL 6 PL 34/22 AFSD2� AFSD2 30/30 AFSD2 AFSD2 CAPPED 0 co N 300 Mill HP3D4 HPV w 20/16 AFSD CDS 60/24 44/16 CR3A6, 5 -TON WATER COOLED LIEBERT BUO71WGAGOO UPFLOW 460V, 30, 60HZ 60/24 44/16 20/16 MATCH LINE (FOR CONTINUATION SEE SHEET 3M11) 17500 10 -TON LIEBERT DH 138W PARTIAL THR9 FL0M HVAC PLA\ SCALE: 1/4-.1 GE\PAL \ RECEIVED CITY OF TUKWILA OCT 19 2017 PERMIT CENTER 400 HP3C 10—TON WATER COOLED DOWNFLOW AIR CONDITIONER, LIEBERT DH138W OPTIONAL AIR FLOW & EVAP. FAN MOTOR, 2—WAY VALVE, HUMIDIFIER & REHEAT v O VA L REVIEWED COMPLIANCE PROVED 26 2517 REMOVE HEAT PUMP, DIFFUSERS AND ASSOCIATED DU BACK TO 6"0 DUCT. PROTECT FOR RECONNECTION. MATCH LINE (FOR CONTINUATION SEE SHEET 3M11) f Tukwila G DIVISION 3M10 SCALE: 1 8 REMOVAL PROFESSIONAL STAMP & SIGNATURE APPLIES TO WORK WITHIN THE CLOUDED REVISION AREAS ONLY AS INDICATED go FSi consulting engineers Seattle, Washington REVISION APPROVED REVISION APPROVED A RAPTOR SIMULATION LAB J#160656-00 B BDS LAB PACKAGES 1-5 - Q1-JACC 34355 M.WONG 10.05.07 10.18.17 BOE/NGS a'— ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY Solutions 8c Service DRAWN M. CAUNITIS DATE 10.01.90 CHECKED R. MURRAY 1GI ER M. CAUNITIS CHECKED W. HENCKEL APPROVED K. RAMSEY APPROVED D. SEPTELKA 10.01.90 10.01.90 10.01.90 10.01.90 10.01.90 ISSUED FOR CONSTRUCTION OCTOBER 18, 2017 SUBTITLE TITLE THIRD FLOOR HVAC PLAN -RENT '" SYMBIL 34355 10.18.17 BDS LAB PACKAGES 1-5 — Q1—JACC MECHANICAL MASTER BUILDING 9-08.3 COL. A—F/1-7 DEV. CENTER, WA SHEET JOB NO. DWG NO. 3MIOR COMP NO. 9-08-3M1OR SYM HP3B4 HP2/ / / 5" RWL DN GRISWOLD CONTROL VALVE, 2-32 PSID, 1"0, SET @ 10GPM, 2PCPP11R3R2OVGG W/ 24" FLEX HOSE CR3A17, 10 -TON LIEBERT DH138W 3/4" CONDENSATE i" HPWR 1)c HPWS Y" PROCESS WATER 1 REVISION CO 1 —CR3A6, 5 -TON WATER COOLED LIEBERT BUO71WGAG00 UPFLOW 460V, 30, 60HZ "ID P3A4 HP2/ " ID " ID CO 172" HP3B5 HP2/ 00 Y"PWS P3A7 CO GRISWOLD CONTROL VALVE, 2-32 PSID, 1Y2"0L, SET @ 23.3GPM 9PCPP1IRIR3OVQQ W/ 24" FLEX HOSES MODEL 7486-10 BY APPROVED 2"HPWR 2"H PWS "I 1Y2" ID— " ID P. DATE C� SYM "I 3 HI'WI' 3"HPWS 'PW 1Y" ID 2'H PWR 2"H PWS 1 co HP3C2 H P 1% rt co " ID 1" ID Hi 1" X 3/4" RED- _— 1Y" ID 1" ID HP3E' HP2/ ICO HP3F1 \HP2/ 71- E -14$11 -- F- H HI- - HP3C3 \HP2/ i HP3C6 \HP3/ CO L, L '-‘)) HP3D4 \HP1/ IL_ 2" HPWR 2" HPWS " ID 1Y" ID 2" HPWS 2" HPWR 1" ID El HP3E2 \HP3/ ' ICO HP3E4 \HIV CO - -J ATCH LINE (FOR CONTINUATION SEE SHEET 3M HP3D6 \HP3/ i ID _ 1Y" ID TYPICAL HEAT PUMP SEE NOTE 3 1" ID H�H HCPI- - REVISION BY APPROVED DATE A RECORD DRAWING DW/MJC KMR/DS 10.1.90 B INSTALL HEAT PUMP J#780312-00 DMV/RWS EJC 03.06.98 C PURCHASE/INSTALL AC UNIT J#556290-01 M.WONG MW FOR RWS 04.13.05 D RAPTOR SIMULATION LAB J#160656-03 M.WONG RWS 10.18.07 E BDS LAB PACKAGES 1-5 - Q1-JACC 34355 FSi AWL 10.18.17 2"HPWR 2"HPWS 3"HPWR 3"HPWS HP3E5 HP2/ H CO CO RWL DN PROFESSIONAL STAMP & SIGNATURE APPLIES TO WORK WITHIN THE CLOUDED REVISION AREAS ONLY AS INDICATED Q,�BOE/NG° ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE • FSi consulting engin �, Seattle, Washington Solutions & Service FSi consulting engini DRAWN F. BABAZADEH DATE CHECKED M. CAUNITIS SUBTITLE GE\HAL \OTES 1. TYPICAL HEAT PUMP NUMBERING SYSTEM: EQUIPMENT NUMBER FOR MAINTENANCE & LABEL. EQUIPMENT SIZE. SEE SCHEDULE ON SHEET M4. 2, REDUCE THE TIE—IN FROM 1» TO 3/4" SIZE AND RUN TOWARDS THE HEAT PUMP. PROVIDE SUPPORT AT A MINIMUM OF 8 FT, SPACING, (NO INSULATION REQUIRED) USE FLEXIBLE HOSE SIZE 1/2" - MODEL K10-2DS—D SUPPLIER — K.J. BARNETT CO. (206) 881-112 USE COPPER TUBE TYPE "L" FOR SUPPLY & RETURN. TIE—IN CONDENSATE LINE TO EXISTING AS SHOWN. SLOPE AT 1/8" PER FOOT. PROVIDE SUPPORT AND 1" THICK FIBERGLASS INSULATION. DRAIN SHALL COMPLY WITH THE MANUFACTURERS INSTALLATION, USE COPPER TUBE DWV FOR DRAINAGE. NOTE: MAKE SURE THE UNIT IS ACCESSIBLE FOR MAINTENANCE, CR3A17, 10—TON WATER COOLED DOWNFLOW AIR CONDITIONER, LIEBERT DH138W—AGES OPTIONAL AIR FLOW 6,400CFM & EVAP. FAN MOTOR, 2—WAY VALVE, HUMIDIFIER & REHEAT. SEN OVAL \OTES REMOVE 1" HPWR AND 1" HPWS BACK TO 2" HPWR AND 2" HPWS. CAP & PROTECT FOR RECONNECTION. REMOVE CONDENSATE DRAIN LINE BACK TO TEE. PROTECT FOR RECONNECTION. REMOVAL s REVIEWED FOR 1)E COMPLIANCE APPROVED OCT 20 7017 City of Tukwila BUILDING DIVISION CITY OF TUKWILA OCT 19 2017 PERMIT CENTER <EY PLAN NO ISSUED FOR CONSTRUCTION OCTOBER 18, 2017 THIRD FLOOR PIPING PLAN CU RENT REVISIS + SYMBOL 34,355 10.18.17 ENGINEER F. BABAZADEH CHECKED W. HENCKEL APPROVED K. RAMSEY APPROVED D. SEPTELKA 10.01.90 TITLE BDS LAB PACKAGES 1-5 — Q1—JACC MECHANICAL MASTER BUILDING 9-08.3 COL. A—E/1-7 SHEET 3M60R JOB NO. COMP NO. DEV. CENTER, WA DWG NO. 9-08.3-3M60R 111/°- 150 _ 150 150 200 El HP3F1 �P I-iP2/ --� 2900 (2� 44/16 /EG\ TYPICAL 6 PL 20/12 AFSD SSG. 6 .ICD 150 80 \\475 14x12 400 `E� 400 HP3F3 HP3A3 400 24/12 2200 20/12 900 400 175 jam I •v 1.- 10/10 20/12 CR3A6, 5 -TON WATER COOLED LIEBERT BUO71WGAG00 UPFLOW 460V, 30, 60HZ 10 -TON LIEBERT DH138W P3B5 CD \HP2/ l \ 60/24 44/16 400 400 400 HP3C MATCH LINE (FOR CONTINUATION SEE SHEET 3M11) THIRD FLOO SCALE: 1/8"4-0" VAC SLA 3M10 PROFESSIONAL STAMP & SIGNATURE APPLIES TO WORK WITHIN THE CLOUDED REVISION AREAS ONLY AS INDICATED 0 CAPED 34/22 260 / \ / \ 0 (0 co 260 AFSD2 50/60 30/30 CAPPED 34/14 AFSD2 AFSD2 / / — 3M10 AFSD CO N Z 450 M520 --6— AFSD2 260 0 \260 450 AFSD SG 6 20/16 AFSD / , , , °)4 n 300 AFSD , 44/16 N 00 24/10 EG 3 FD2 FD2 8/4 16/12 FD CO 2/6 CO 400 /00 CO CO N 20/16 AFSD `. 3M10 M520 CD SIM 4 300 16/12 FD A7SD es FSi consulting engineers Seattle, Washington Solutions & Service MATCH LINE (FOR CONTINUATION SEE SHEET 3M11) PARTIAL THRD FL0N SCALE: 1/4"=1— GE \PAL \OTES VAC DLA 0 <EG>Z 5/4 P EV'IEVVE D FOR ODE COMPLIANCE APPROVED OCT 2 6 2017 City of Tukwila MING DIVISION 10 TON WATER COOLED DOW OW IR ONDITIONER, LIEB RT DH138W OPTIONAL AIR FLOW & EVAP. FAN MOTOR, 2—WAY VALVE, HUMIDIFIER & REHEAT CO\STCTIO\ \OTES PROVIDE 2 TON HEAT PUMP. COORDINATE PROCUREMENT WITH OWNER SURPLUS. RE—BALANCE CD -2 DIFFUSER TO VALUE SHOWN ON PLAN. ISSUED FOR CONSTRUCTION OCTOBER 18, 2017 1 3 RECEIVED CITY OF TUKWILA OCT 19 2011 PERMIT CENTER KEY PLAk' NO SCALE REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE RAPTOR SIMULATION LAB J#160656-00 M.WONG 10.05.07 BDS LAB PACKAGES 1-5 - Q1-JACC 34355 FSi AWL 10.18.17 Q,� BOE/NG o�- ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN M. CAUNITIS DATE 10.01.90 CHECKED R. MURRAY 10.01.90 SUBTITLE THIRD FLOOR HVAC PLAN CURRENT REVISION 34355 SYMBOL 3 DATE 10.18.17 ENGINEER M. CAUNITIS CHECKED W. HENCKEL APPROVED K. RAMSEY APPROVED D. SEPTELKA 10.01.90 10.01.90 10.01.90 10.01.90 TITLE BDS LAB PACKAGES 1-5 — Q1—JACC MECHANICAL MASTER BUILDING 9-08.3 COL. A—F/1-7 DEV. CENTER, WA SHEET 3M10 JOB NO. COMP NO. DWG NO. 9-08-3M10 [(5) T \70 - co i " I D r HP3C2 \HP1/ HP3E' \HP2/ 5" RWL DN GRISWOLD CONTROL VALVE, 2-32 PSID, 1"0, SET CD 10GPM, 2PCPP1IR3R2OVGG W/ 24" FLEX HOSE CR3A17, 10 -TON LIEBERT DH138W 3/4" CONDENSATE " HPWR tY" HPWS Y" PROCESS WATER 1 COI —CR3A6, 5 -TON WATER COOLED LIEBERT BUO71WGAG00 UPFLOW 460V, 30, 60HZ // P3A4 HP2/ " ID HP3B5 \HP2/ 2"H PW t HP3A7 \HP2/ CO —GRISWOLD CONTROL VALVE, 2-32 PSID, 1)/2"OL, SET © 23.3GPM 9PCPP1IRIR3OVQQ W/ 24" FLEX HOSES MODEL 7486-10 2"HPWR 2"HPWS 1Y2" ID -� HP3B6 \HP2/ I�I+ _ 4 [ 4- " ID P. Cv 3"H11 -'WK 3"H PWS %a 'PW 1Y2" ID 2"H PWR 2"H PWS P3C6 HP3/ CO 1 1 co -1Y" ID 7 " ID . I co HP3F1 \HP2/ 1" X 3/4" RED- " ID HP3E2 \HP3/ ' ICO HP3C3 \HP2/ 0 0 L L/ HP3D4 \HP1/ 7c":"17., j �r> s t HP3D6 \HP3/ HPWR HPWS " ID 1)/2" ID 2" HPWS 2" HPWR 1" ID 1Y" ID TYPICAL HEAT PUMP SEE NOTE 3 1" ID HP3F3 \HP2/ HP3E3 \HP2/ 00 HPH MATCH LINE (FOR CONTINUATION SEE SHEET 3M 2"HPWR 2"H PWS 3"HPWR 3"HPWS HP3E4 \HP2/ HP3E5 \HP2/ CO IC 2-1C0 H3PF6 \HP2/ HP3E6 \HP2% Co 6" RWL DN 2) 40 FSi consulting engineers PROFESSIONAL STAMP & SIGNATURE Seattle, Washington APPLIES TO WORK WITHIN THE CLOUDED REVISION AREAS ONLY AS INDICATED Solutions & Service Gc\EiHL \OTES 1. TYPICAL HEAT PUMP NUMBERING SYSTEM: EQUIPMENT NUMBER FOR MAINTENANCE & LABEL. EQUIPMENT SIZE. SEE SCHEDULE ON SHEET M4. 2. REDUCE THE TIE-IN FROM 1" TO 3/4" SIZE AND RUN TOWARDS THE HEAT PUMP. PROVIDE SUPPORT AT A MINIMUM OF 8 FT. SPACING. (NO INSULATION REQUIRED) USE FLEXIBLE HOSE SIZE 1/2" - MODEL K10-2DS-D SUPPLIER - K.J. BARNETT CO. (206) 881-112 USE COPPER TUBE TYPE "L" FOR SUPPLY & RETURN. TIE-IN CONDENSATE LINE TO EXISTING AS SHOWN. SLOPE AT 1/8" PER FOOT. PROVIDE SUPPORT AND 1" THICK FIBERGLASS INSULATION. DRAIN SHALL COMPLY WITH THE MANUFACTURERS INSTALLATION. USE COPPER TUBE DWV FOR DRAINAGE, NOTE' MAKE SURE THE UNIT IS ACCESSIBLE FOR MAINTENANCE. 1 > CR3A17, 10 -TON WATER COOLED DOWNFLOW AIR CONDITIONER, LIEBERT DH138W-AGES OPTIONAL AIR FLOW 6,400CFM (Sc EVAP. FAN MOTOR, 2 -WAY VALVE, HUMIDIFIER & REHEAT. STR.,CT 10\ \OTES CONNECT 1" CONDENSATE DRAIN LINE TO HEATPUMP. ISSUED FOR CONSTRUCTION OCTOBER 18, 2017 SCALE REVIEWED FOR CODE COMPLIANCE APPROVED OCT 20 ?flhi City of Tukwila BUILDI .�,f.ISION RECEIVED CITY OF TUKWILA OCT 19 20'1 PERMIT CENTER SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE A RECORD DRAWING DW/MJC KMR/DS 10.1.90 B INSTALL HEAT PUMP J#780312-00 DMV/RWS EJC 03.06.98 C PURCHASE/INSTALL AC UNIT J#556290-01 M.WONG MW FOR RWS 04.13.05 D RAPTOR SIMULATION LAB J#160656-03 M.WONG RWS 10.18.07 E BDS LAB PACKAGES 1-5 - Q1-JACC 34355 FSi AWL 10.18.17 ff.E/NCO DRAWN DATE SUBTITLE ACCEPTABILITY F. BABAZADEH THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE CHECKED M. CAUNITIS THIRD FLOOR PIPING PLAN CURRENT REVISION 34355 SYMBOL DATE 10.18.17 ENGINEER F. BABAZADEH CHECKED W. HENCKEL APPROVED K. RAMSEY APPROVED D. SEPTELKA 10.01.90 TITLE BDS LAB PACKAGES 1-5 - Q1-JACC MECHANICAL MASTER BUILDING 9-08.3 COL. A -E/1-7 DEV. CENTER, WA SHEET 3M60 JOB NO. COMP NO. DWG NO. 9-08.3-3M60 1' iI it 1i 150 CD 1/ 150 00 00 .0 200 (CD 2) �I HP3C3 \HP2/ 6» 290 ri 6.17111, FD i I FD J L-� 00 C 1 FD SG 1) P3D4 00 KCD 150 1 CM CR3A6, 5 -TON WATER COOLED LIEBERT BUO71WGAGOO UPFLOW 460V, 30, 60HZ 10 -TON LIEBERT DH138W 1 ' ^ 400 HP3A4 \HP2/ 12/710- 150 HP3B5 (CD) \HP2/ 1 14/10 150 10 10 CD 24/10 80 24/12 20/12 400 2200 10/10 20/12 C 400 400 60/24 44/16 20/16 150 HP3A7 \HP2/ CD 1 r - X H HP1 / rN 525 10/10----�- N CDV \ 2 � E1 h03n \H P2/ 150( CD 1 525P3E2 \HP3/ N 24/12 80 01)) 150 150 ( OT 2900 J T 30/12 SG 400 CD 80 HP3E3 HP2 400 �– 40/12 34/14 0 17500 (sic) 2750 1010 20/12 HP3E4 \HP2/ 4 10 400 P3E5 0 2/10 O4 <CD> 150 00 CD 150 150 � 12/10 HPTF6 \I- P2/ 300 3P E61 CO \HP2/ HP3D6400 \HP3/ 16/12 MATCH LINE (FOR CONTINUATION SEE SHELF 3M11) THIS: FLOC SCALE: 1 /8"=1'-0" VAC SLA\ 3M10 60 400 1 /EG\ TYPICAL 6 PL 20/12 AFSD SG 6 44/16 CADPED 34/22 260 co co 260 71 AFSD2 50/60 30/30 CAPPED 34/14 AFSD2 AFSD2 0 f) 0 \ 3M10 • \ AFSD C CO N Z �/ ✓ 450 M520 AFSD2 0 ro 0 260 260 450 AFSD SG 6 CN \ 20/16 AFSD , , 300 16/12 FD Dco 24/10 FD2 FD2 8/4 1 Ir2/6 ` — CO 400 WPM AFSD /00 cSD 00 N 20/16 300 AFSD \ 3M10 M520 44/16 CD 16/12 00 FD A=SD MI 121 MATCH LINE (FOR CONTINUATION SEE SHEET 3M11) FATAL T SCALE: 1 /4"=1'– RD FLOO HVAC PLA\ GE\RAL \OTES 10 TON WATER COOLED DOWNFLOW AIR CONDITIONER, LIEBERT DH138W OPTIONAL AIR FLOW & EVAP. FAN MOTOR, 2–WAY VALVE, HUMIDIFIER 8c REHEAT C0\STJCTIO PROVIDE 2 TON HEAT PUMP. COORDINATE PROCUREMENT WITH OWNER SURPLUS. RE–BALANCE CD -2 DIFFUSER TO VALUE SHOWN ON PLAN. FSi consulting engineers PROFESSIONAL STAMP & SIGNATURE Seattle, Washington APPLIES TO WORK WITHIN THE CLOUDED REVISION AREAS ONLY AS INDICATED Solutions & Service ISSUED FOR CONSTRUCTION OCTOBER 18, 2017 CEIVED F TUKWILA OCT 19 2017 PERMIT CENTER SIM REVIEWED FOR 'CODE COMPLIANCE APPROVED OCT 26 2617 1 - City of Tukwila LBUILDING DIVISION KEY PLAN NO SCALE REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE RAPTOR SIMULATION LAB J#160656-00 M.WONG 10.05.07 BDS LAB PACKAGES 1-5 - Q1-JACC 34355 FSi AWL 10.18.17 ff:E1NGS C'- 10.18.17 SIGNED THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN DATE SUBTITLE ACCEPTABILITY M. CAUNITIS 10.01.90 CHECKED R. MURRAY 10.01.90 THIRD FLOOR HVAC PLAN CURRENT' REVISION 34355 SYMBOL DATE 10.18.17 ENGINEER M. CAUNITIS CHECKED W. HENCKEL APPROVED K. RAMSEY APPROVED D. SEPTELKA 10.01.90 10.01.90 10.01.90 10.01.90 TITLE BDS LAB PACKAGES 1-5 – Q1–JACC MECHANICAL MASTER BUILDING 9-08.3 COL. A–F/1-7 DEV. CENTER. WA SHEET 3M10 JOB NO. COMP NO. DWG NO. 9-08-3M10 I:\ES\Projects\17\171-096 SH Boe DC BDS Lab Packages\_Drawings\09-008-3E60.dwg cD c0 r ul 0 r 0 SYM FEEDER SCHEDULE TYPE RATING CONDUIT CONDUCTORS PER CONDUIT QTY SIZE PHASE NEUTRAL GND IG © 100 A 1 1-1/2" 3#2 #2/0 #4 #4 IG R, JiII: 6 6 :.. 6 4 R Red PROGRAM BOUNDARY (TYPICAL) Al R It;6 14 FARM 6 G 3D7-2/4,6 RCO" . d1JECTOR 00 00 10 2 IG ,--31/CR )1.` I 10 _Z_ 10 12 )14 IP R 16 16 16 2 IG 1 --IG 17IG �"R 17 R 3D5-1 26 20A 307-1/3 3D5-1/ 32,34,36 14 16 1 j11�IJ1 14 rierl —114 I 41111 _-3D5-1/10,12,14 9 0 416 GI< IG 6 �- 9 R 8 �3D5-1/6,8,16 IR G 11 11 IG IG R - R I IGR R 4 '11 174IG �^ R IG `R J 1 1J f 2 1— _'i -3XSD9-2/8,10 SD9-2/ EL) 307-2/ 11,13, 15 17c C7-1 7,29 6c ■ D5-1/ 4,13 )05/6 1 6010 3 IG R - IG y R IGIG 15 R \--3D5-1/2,15,17 3XD9-2 17c 4 307-2/ 10,12, 14 C5/4 3D5 f q 3XSD9-2 27b — 3XSD9-2/6c,29c 3XSD9-2/ 32a 3D7-1 /7,9,24 Cod 2© 8 R 8-44 I yam_ 8 IGaC' IG ` I -s 26-rR 4 VESDA POWER SUPPLY TO PNL XX/X 3/4"C, (2) #12, #12G TO PNL XX/X 3/4"C, (2) #12, #12G PANEL 8 6 2 gaii,itmitolzimm oiet. 4111 lit 1,w, !. 41x I \ ii' IG R X IG R 3XSD9-2/ 32a 3D7-1 /7,9,24 Cod 2© 8 R 8-44 I yam_ 8 IGaC' IG ` I -s 26-rR 4 VESDA POWER SUPPLY TO PNL XX/X 3/4"C, (2) #12, #12G TO PNL XX/X 3/4"C, (2) #12, #12G PANEL 8 6 2 gaii,itmitolzimm oiet. Immo 1,w, inerf a... A !2 2h421 4,N2 "f4,T +42"0- GFI 42"TGFI 3D5/4 I IG IG IG I RRR '-- 22 ;,4v� ��\ -I3D 1----3D7-1/5,8,22 1/4 3D7=2/2,12,14 RR 3tttR 22 fi 'fr\t-6' -1/6,10,26 / INN ra-mw-rwireiTo If -7m 15, 2 -AVAY I i I \ REVISION (2) 4" C PASS THRU BY 3E60 E503 (TYP.) TO PNL XX/X 3/4"C, (2) #12, #12G GFI +42" 3D7-1 8 :11-11F1-49.'""110.1,124. 3D7-1/1,3,15 2 i -D-'14 8 8 3D7-1/2,4,14 APPROVED DATE SYM TO PNL XX/X 3/4"C, (2) #12, #12G ATIAL T SCALE: 1/8"=1'-0" REVISION FLOO BY DLA\ APPROVED DATE R M N P Q INSTALL UPS POWER RECONFIGURE EMERGENCY POWER INSTALL VISUAL/AUDIBLE SIGNAL RAPTOR SIMULATION LAB (RSL) PHASE -1 1001174569 53416810 193687 16065600 AKC BEIER VAVREK SANTOS VAVREK VAVREK VAVREK VAVREK 6/14/04 10.03.05 10.03.05 10/23/07 S T U V RAPTOR SIM. LAB (AS—BUILT VESDA) Q1—JACC LAPTOP FARM H5 ROOM 3166 U BOX 16065600 34355 34355 34355 34355 SANTOS CASNE SANTOS CEC 2/7/08 10.18.17 CASNE CEC 10.18.17 CASNE CEC 10.12.17 CASNE CEC 10.12.17 eLff.i&L NGS 3E60 E502 (TYPICAL) ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED VED BY DEPT. DATE DRAWN W.HEDMAN DATE CHECKED W.KUHLMAN ENGINEER J.MORAN CHECKED J.KOKOCZKA APPROVED J.BENSTON APPROVED D.SEPTELKA SUBTITLE zEFE�E CE Dj,tiW\GS OUTLET 12" ABOVE SUSPENDED CEILING FOR SECURITY SYSTEM. OUTLET AT 7'-0" AFF FOR SECURITY SYSTEM USE. 16 > 100VA, SINGLE PHASE, 120/16VAC, TRANSFORMER, WITH BUSSMAN TYPE "HPM" FUSE HOLDER ON PRIMARY SIDE. 1A, TYPE "FNM" FUSE IN HOLDER. DEVICES 12" ABOVE SUSPENDED CEILING. (FOR SECURITY SYSTEM) CONNECTION TO MECHANICAL SMOKE DAMPERS CONNECTED TO CIRCUIT 3XD9-2/7, CIRCUIT LINES NOT SHOWN. 18 > CONNECTION TO MECHANICAL SMOKE DAMPERS CONNECTED TO CIRCUIT 3XD9-2/9, CIRCUIT LINES NOT SHOWN. 119 > SEE 9-8-3E61A FOR ADDITIONAL UNDERFLOOR SERVICE IN ROOM 31A6. 20> SEATRONICS DRAWING 110790-3FA201-0 FILED IN MECHANICAL DRAWING FOLDER �0\STS .,CTIO\ \OYES PROVIDE AND INSTALL (2) L6 -30R AND (2) L5 -20R QUADPLEX RECEPTACLES FOR N/W KG AND SERVER RACKS. PROVIDE AND INSTALL POWER AND DATA FOR AMS BADGE READER IN DOOR 3165. COORDINATE WITH BOEING S CU'ITY FO' IN TA LATION. PROVIDE AND INSTALL 5-20R QUADPLEX RECEPTICLE IN LOCATION AS SHOWN. ROUTE CONDUIT ALONG WALL BACK TO SOURCE PANEL. PROVIDE AND INSTALL 5-20R QUADPLEX RECEPTICLE 72" AFF. ROUTE CONDUIT ALONG WALL BACK TO SOURCE P, EL PROVIDE AND INSTALL WALL MOUNTED 5-20R QUADPLEX RECEPTACLE CONDO IN TORSAND ANCIILLARY BACON AS CK TOWN. PSOURCE DE COF PANEL. PROVIDE AND INSTALL FLOOR MOUNTED, 5-20R QUADPLEX RECEPTACLE IN LOCATIONS AS SHOWN. PROVIDE CONDUIT, CONDUCTORS AND ANCILLARY HARDWARE BACK TO SOURCE PANEL. PROVIDE AND INSTALL L6 -30R FLOOR MOUNTED RECEPTACLE IN LOCATION AS SHOWN. PROVIDE CONDUIT, CONDUCTORS, AND ANCILLARY HARDWARE TO SOURCE PANEL. LEGE \D REFER TO SHEET El FOR GENERAL SYMBOLS LEGEND WALL/PARTITION TYPES: STC 45 STC 45 AND PROGRAM PERIMETER ® STC 50 AND PROGRAM PERIMETER SEE SHEET A37 FOR DETAILS OF WALL & PARTITION CONSTRUCTION DETAILS. ■ .... ■ ® INDICATES TELEPHONE/POWER POLE WITH POWER ONLY (POWER SERVICE POLE) - CONTRACTOR TO PROVIDE ( INDICATES TELEPHONE/POWER POLE WITH POWER ONLY (POWER SERVICE POLE) - FURNITURE VENDOR TO PROVIDE (VERIFY LOCATION) PUSHBUTTON EDWARDS# 600 OR 620 DOORBELL EDWARDS# 740 AUDIBLE/VISUAL SIGNAL STATION W/ SWITCH, EDWARDS# 7633-2 \E SAL TES 1. ALL CONDUIT SHALL BE 1/2" EMT W/ COMPRESSION FITTINGS UNLESS OTHERWISE NOTED. CONDUIT 2" AND LARGER SHALL BE RIGID. 2. ALL WIRE #12 AWG THWN/THHN UNLESS OTHERWISE NOTED. 3. CONDUCTOR COLOR CODING ON ALL CIRCUITS 600 VOLTS OR LESS: 208/120V 480/277V "A" PHASE BLACK BROWN (LEFT BUS IN PANEL) "B" PHASE RED (CENTER BUS IN PANEL) "C" PHASE BLUE (RIGHT BUS IN PANEL) NEUTRAL WHITE EQUIPMENT GROUND GREEN/YELLOW ORANGE YELLOW GRAY GREEN/YELLOW 4. LARGE SIZE CONDUCTORS WHICH DO NOT HAVE COLORED JACKETS ARE IDENTIFIED WHEREVER VISIBLE BY APPROPRIATELY COLORED TAPE. 5. DYMO LABEL ALL RECEPTACLES, JUNCTION BOXES, SWITCHES, ETC. WITH CIRCUIT IDENTIFICATION. 6. INSTALL NEW OR REVISED PANEL SCHEDULES UPON COMPLETION OF JOB. 7. REFER TO DET 6, SHEET E502 FOR SPECIAL CONDUIT REQUIREMENTS AT PROGRAM BOUNDARIES. REFER TO SHEET A6 THRU A14 FOR PROGRAM AREAS. 8. RECEPTACLES AND JUNCTION BOXES WITH THE LETTER 'R' ADJACENT, DENOTE RED POWER SOURCE. 9. CONDUITS HAVING MULTIPLE CIRCUITS HAVE #10 AWG NEUTRAL CONDUCTOR, UNLESS OTHERWISE NOTED. 10. NEUTRAL CONDUCTOR IS NEXT SIZE LARGER FOR THESE DEVICES. (E.G., FOR #12 AWG PHASE CONDUCTORS, USE #10 NEUTRAL.) 11. FLOOR PENETRATION: (PROGRAM AREAS ONLY) POWER GROMMET A MINIMUM OF 6" (EDGE TO EDGE) FROM THE DATA AND/OR TELEPHONE GROMMET. 12. POLE SEPARATION: (PROGRAM AREAS ONLY) POWER EDGE) FROMTHERDATA VICE PAAND/OR TELEOLE A MIN. OPHONF 6" EESED RVICGE TOE POLE. 13. TRANSFORMERS WITH KVA RATINGS PRECEEDED BY "**" ARE DERATED TO THE VALUE SHOWN. THE ACTUAL MANUFACTURER'S NAMEPLATE RATINGS ARE PER THE FOLLOWING SCHEDULE: DERATED KVA NAMEPLATE KVA **75 KVA **45 KVA **30 KVA **20 KVA 112.5 KVA 75 KVA 45 KVA 30 KVA ALL DERATED TRANSFORMERS ARE TO BE IDENTIFIED BY DERATING NAMEPLATES AS SHOWN ON DETAIL 2, SHEET E502. REVIEWED FOR CODE COMPLIANCE APPROVED OCT 26 2011 CityiiiTI•kwla BUBUttilSKIN RECEIVED CITY OF TUKWILA OCT 19 2917 PERMIT CENTER KEY PLAN NO SCALE ISSUE FOR CONSTRUCTIONC CASNEENGINEERING INC 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 ELECTRICAL AND TECHNOLOGY CONSULTANTS OCTOBER18) 2017 (425) 522-1000 WWW.CASNE.COM JOB NO. 171-096 208Y/120V POWER PLAN THIRD FLOOR CURRENT REVISION SYMBOL 34355 S DATE 10.18.17 _ 10.1.90 TITLE ELECTRICAL MASTER BDS LAB PACKAGE 8 BUILDING 9-08.3 COL. A—F/1-7 DEV. CENTER, WA SHEET 3E60 JOB NO. 16065600 COMP NO. DWG NO. 9-08.3-3E60