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Permit M17-0154 - BOEING #9-08 - LAPTOP FARM WATER SOURCE HEAT PUMP, DUCTWORK
BOEING #9-08 -LAPTOP FARM 9725 E MARGINAL WAY S BLDG 9-008 M17-0154 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: M17-0154 9725 E MARGINAL WAY S BLDG 9-008 Issue Date: 10/31/2017. Permit Expires On: 4/29/2018 Project Name: BOEING #9-08 - LAPTOP FARM 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 Phone: (206) 250-4530 Phone: (206) 248-9700 Expiration Date: 9/3/2019 DESCRIPTION OF WORK: REPLACE EXISTING WATER SOURCE HRAT 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: 2015 National Electrical Code: 2015 WA Cities !Electrical Code: 2015 WAC 296-46B: 2015 WA State Energy Code: 2015 2014 2014 2014 2015 g / i�(,C- G" Permit Center Authorized Signature: Date: /0/3 ///`% 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 to laws reg \ting co struction or the performance of work. I am authorized to sign and obtain this develop en rm , nd agreeto the ditions attached to this permit. / Signature: oft• e20- Date: 767?—//7 Print Name: YV' c e C!\ 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 a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 9: Manufacturers installation instructions shall be available on the job site at the time of inspection. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 0703 MECH EQUIP EFF 1800 MECHANICAL FINAL 0609 PIPE/DUCT INSULATION 0705 REFRIGERATION EQUIP 0701 ROUGH -IN MECHANICAL 4(otz3 CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Mechanical Permit No. in— 1-9- Project 7 Project No. Date Application Accepted: ' l 0/ i 9/(7 Date Application Expires: (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. 1 **please print** 4)7( e.'..a:De, SITE LOCATION l Site Address:996- PR St t !T I Tenant Name://it & I • T� ‘'1 King Co Assessor's Tax No.: 2d W 103Z- Suite o3Z- Suite Number: New Tenant: PROPERTY OWNER Nama!Z __ Address3..-,) City: State: OD ZiJ (24 1!, CONTACT PERSON — person receiving all project • communication 4 Name:44 Ole / �� i /s Address: q7 !O /_ 4D //3 Ree City• 1Sttate: Z rA G ax 0k, Z4 e t 751) Phone6,Z� `� G Email(, 0hA f,� IN 0 Yu)' �[ ai.,t0.xl5 j..` • Floor: 0 Yes ®/.lvo MECHANICAL CONTRACTOR INFORMATION Company Name: 'tj_ _ • 0 s f�D ` k. ;Address: ` %op S 13 • CityState Zii p/1j Phone:6 ZSz)qsiJ Fax % va i v0 Contr Reg No. 001 tvo1.377l625 Date: ...gel Tukwila Business License No.: Valuation of project (contractor's bid price): $ "7 STD Describe the scope of work in detail r/� ` 50.44.4...._ L p ) Mt nos- " 1.114citr Ic Use: Residential: New ❑ Replacement ❑ Commercial: New 0 Replacement {—►�/ Fuel Type: Electric ❑ Gas Other: H:\Applications\Forms-Applications On Line \2016 Applications\Mechanical Pcrmit 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 cfin 60 dB(A) 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 — comm/industrial 60 dB(A) Unit Type Qty Fire damper Residential, Nighttime Diffuser Industrial Thermostat 55 dB(A) Wood/gas stove 57 dB(A) Emergency generator Commercial Other mechanical equipment 47 dB(A) Wilia SOVPLe. 65 dB(A) Boiler/Compressor Qty 0-3 hp/1 00,000 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 I T: Print Name: Q'e L DD 134th R -Q Mailing Address: H:\Applications\Forms-Applications On Line \2016 Applications\Mechanical Permit Application Revised 1-4-16.docx Revised: January 2016 bh Date: Day Telephone: ZOIs 2s-7) q s13O Da_ c g1tor City State Zip Page 2 of 2 Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY t PAID $253.00 M17-0154 Address: 9725 E MARGINAL WAY S BLDG 9-008 Apn: 5624201032 $253.00 Credit Card Fee $7.37 Credit Card Fee R000.369.908.00.00 0.00 $7.37 MECHANICAL $233.93 PERMIT ISSUANCE BASE FEE R000,322.100.00.00 0.00 $33.15 PERMIT FEE R000.322.100.00.00 0.00 $200.78 TECHNOLOGY FEE $11.70 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R12612 R000.322.900.04.00 0.00 $11.70 $253.00 Date Paid: Thursday, October 19, 2017 Paid By: HOLADAY PARKS FAB INC Pay Method: CREDIT CARD 07483G Printed: Thursday, October 19, 2017 3:25 PM 1 of 1 CSYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT ( QUANTITY " PermitTRAK PAID $60.23 M17-0154 Address: 9725 E MARGINAL WAY S BLDG 9-008 Apn: 5624201032 $60.23 Credit Card Fee $1.75 Credit Card Fee R000.369.908.00.00 0.00 $1.75 MECHANICAL $58.48 PLAN CHECK FEE R000.322.102.00.00 0.00 TOTAL FEES PAID BY RECEIPT: R12611 $58.48 $60.23 Date Paid: Thursday, October 19, 2017 Paid By: HOLADAY PARKS FAB INC Pay Method: CREDIT CARD 04254G Printed: Thursday, October 19, 2017 3:25 PM 1 of 1 CPWSYSTEMS INSPECTION NO. INSPECTION RECORD Retain a copy with permit /1417-615y PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro'ect:Type ,r '/f G• 47 -O X' of Inspection: n elinAJIC L.-. f7N. -__ k -p Address: `1725 , %, ie& Ji// Date Called: vv c /O' -L rf 1\0 c- Special Instructions: //1-, CP 61411.4 A t A44C4 W l R l t_4 Y P/RX Date Wanted: //` 2-9.17 am. p.m. Requester: ,(14r DLC7 /Ns1 Phone No: a%-852-9// Approved per applicable codes. Corrections required prior to approval. COMMENTS: k -p 4'; /- /W/C_ i -c_- RALk —m 3(- - vv c /O' -L rf 1\0 c- bk- Ike*: COOP, *-74c-, b DLC7 /Ns1 Inspector: Date: // _2-7 -� 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: M17-0154 DATE: ' 10/19/17 .PROJECT NAME: BOEING #9-08 -. LAPTOP FARM SITE ADDRESS: 9725. E MARGINAL WAY S X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: A-Tkwct 16)-3--17 km N 0 Building Division Fire Prevention Public Works ❑ Structural Planning Division ❑ Permit Coordinator PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 10/24/17 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 11/21/17 Approved Corrections Required ❑ Approved with Conditions ❑ Denied ❑ (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center. Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: 12/18/2013 HOLADAY PARKS INC Home Espanol Contact Safety & Health Claims & Insurance CitiWashington State Department of AOLabor & industries Search L&I Page 1 of 4 A -Z Index Help My L&[ 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 POP 0 \S LLA A r Li E� A 0\ h v PARC F R L D A A OP 4 TOW D A\ v A U A �l ill c� O \S 23 \ORT � \G C0\Tv, WAS BAR b6242oo990 U 98 7-127 KING COUNTY AIRPORT OFFICE '.CENTER (FAA) PROJECT SITE FROM DOWNTOWN SEATTLE B.,IL 9725 EAST TJ <W D \G A»HSS: vARGI\AL WAY SOLTH LA, WAS - \GTO AIR MUSEUM PROJECT SITE BOEING FIELD 599 TUKWILA EAST MARGINAL WAY 99 CORPORATE PARK FROM KENT & AUBURN FROM SEATTLE—TACOMA AIRPORT :EVELOPVE\TAL CE NO SCALE I\G G-08 LOCATO\ NO SCALE � 08 RA\CI- 4 FAST, CTO\ CODE S 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 F. 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 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 CLASS CATEGORY 'D' 25 PSF 20 PSF 100 PSF 20 PSF (PARTITION) 125 PSF 100 PSF 110 MPH CLASS 1 SEPARATE PERMIT 1 REQUIRED FOR: tB. Cl Mechanical aflectrical PPlumbing QiGas Piping City of Tukwila VILDING DIVISION 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 SHELVES, 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. COPY Pe it c1 1v1 [M. 0 15-(. of the violation of any of approved F By: Date: Cttyy of Tukwila BUILDING DIVISION REVIEWED FOR cOIDE COMPLIANCE: APPROVED KT 28 2I17. Qity 9# Itfkw to 14P.IWIAIP Pinnstct RECEIVED CITY OF TUKWILA OCT 192017 PERMIT CENTER ISSUED FOR CONSTRUCTION OCTOBER 18, 2017 154 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.: 18010 Project Mgr.: BKL Proj. Engineer: DCB Proj. Drafter: SLM 10:59:12 PM SYM REVISION BY APPROVED DATE I SYM REVISION BY APPROVED DATE LAP TOP FARM 34355 SITTS BKL 10.18.17 Q� BOE/NG C' - 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 34355 SHEET TITLE LAP TOP FARM BUILDING 09-08 JOB NO. SYMBOL DATE 10.18.17 AO APPROVED ARCHITECTURAL DEV. CENTER, WA DWG NO. 34355 09-008-A0 COMP NO. \DI- X 01- DRAW \CS INCLUDED IN SET NO, SHEET NO. DRAWING TITLE REV DATE DRAWING AC- ITECTUAL 09-08-A0 AO COVER SHEET -- 10.18,17 09 -08 -AI 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 09-08,3-3MIOR 3MIOR THIRD FLOOR HVAC PLAN - REMOVAL C 10.18,17 41 09-08.3-3M60R 3M60R THIRD FLOOR PIPING PLAN - REMOVAL F 10.18.17 11 09-08.3-3M10 3M10 THIRD FLOOR HVAC PLAN C 10.18,17 11 09-08.3-3M60 3M60 THIRD FLOOR PIPING PLAN F 10.18.17 11 09-008-M4 M4 EQUIPMENT SCHEDULES J 10.18.17 ELECT CAL 11 09-08.3-3E60 3E60 208Y/120V POWER PLAN THIRD FLOOR S 10.18,17 REVIEWED FOR cOIDE COMPLIANCE: APPROVED KT 28 2I17. Qity 9# Itfkw to 14P.IWIAIP Pinnstct RECEIVED CITY OF TUKWILA OCT 192017 PERMIT CENTER ISSUED FOR CONSTRUCTION OCTOBER 18, 2017 154 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.: 18010 Project Mgr.: BKL Proj. Engineer: DCB Proj. Drafter: SLM 10:59:12 PM SYM REVISION BY APPROVED DATE I SYM REVISION BY APPROVED DATE LAP TOP FARM 34355 SITTS BKL 10.18.17 Q� BOE/NG C' - 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 34355 SHEET TITLE LAP TOP FARM BUILDING 09-08 JOB NO. SYMBOL DATE 10.18.17 AO APPROVED ARCHITECTURAL DEV. CENTER, WA DWG NO. 34355 09-008-A0 COMP NO. SYM 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.: EDI11ON 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. LOADS: 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. REVISION BY APPROVED DATE SYM MAINTAIN FIRE SAFETY DURING CONSTRUCTION AND DEMOLITION IN ACCORDANCE WITH THE 2015 EDITION OF THE INTERNATIONAL FIRE CODE. SELECTIVE DEMOU1ION: 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 RELATED 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 RESPONSIRII ITY 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 SUBMIIIALS: 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 MATERUIL 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. BUILDING 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. ANT 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. REVISION BY APPROVED 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 CEIUNG: 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. PAINT 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 & 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 LAP TOP FARM 34355 SITTS BKL 10.18.17 Q,�BOE/NG c' - 28E11 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 361N X 1.51N BURROUGHS SHELF BOX EDGE P3 361N 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 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 ENGINEER D. Boileau CHECKED B. Leslie APPROVED 09.08.17 09.08.17 SUBTITLE ARCHITECTURAL REVIEWED FOR `CODE COMPLIANCE APPROVED OCT 2 6 2017 City Of Tukwila BUIL.,. '" 1 IoN RECEIVED CITY OF TUKWILA OCT 19 2017 PERMIT CENTER ISSUED FOR CONSTRUCTION OCTOBER 18, 2017 GENERAL ARCHITECTURAL NOTES LAP TOP FARM BUILDING 09-08 SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET 1 TACOMA, WA. 98409 PHONE: (253) 474-9449 1 FAX: (253) 4749449 http://wv.rw.sitts-hill-engineers.com/ Project No.: 18010 Project Mgr.: BKL Proj. Engineer: DCB Proj. Drafter: SLM CURRENT REVISION 34355 SYMBOL DATE 10.18.17 SHEET Al JOB NO. 34355 COMP NO. DEV. CENTER, WA DWG NO. 09-008-A1 10:59:12 PM SMCCARTHY: 8/16/201 =SAL \OTES: 1. SEE GENERAL ARCHITECTURAL NOTES "GAN" ON DRAWING Al FOR ADDITIONAL INFORMATION. 2. SEE STRUCTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. CO\STUCTIC\ OYES: 20'-0" 20'-0" 20'-0" 20'-0" 20'—O" 20'-0° 20'—O" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" T 20'-0" 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. �I11111 111 1 1-1.- — IT-- ISI 33 In iI;I I.,:LI �� i �J hI -i - - EFEH\CE �AWI\GS. SEE 09-08-3A10 FOR FLOOR PLAN. SEE 09-08-3A11 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. -L L --r--- Qui I�, _ J >I jy z i! i 1 �i �i )) a JI 11 _ 20'-0" CI00MMO Iia i E --:tea u F 1 I 20'-0" OCT 2 6 2017 rThi 3A3 3A450 ENLARGED FIRST FLOOR PLAN KEY SLA\ SCALE: N.T.S. ••A�, .E. . NM SCALE: 1/16"=1'— 0" 3A3I3A450R ENLARGED FIRST FLOOR PLAN — REMOVAL OCT 19 2017 PERMIT CENTER COVPGSITE T SCALE: 1/16" = 1 —0" FLOO PLA 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 hftp://www.sifts-hill-engineers.com/ Project No.: 18010 Proj. Engineer: Project Mgr.: BKL Proj. Drafter: SLM REVISION APPROVED REVISION APPROVED -- LAP TOP FARM 34355 10.18.17 ",E/NG C' - ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DRAWN S. McCarthy CHECKED B. Leslie ENGINEER D. Boileau CHECKED B. Leslie APPROVED APPROVED DATE 09.08.17 09.08.17 09.08.17 09.08.17 SUBTITLE COMPOSITE THIRD FLOOR PLAN CURRENT REVISION 34355 SYMBOL 10.18.17 TITLE ARCHITECTURAL LAP TOP FARM BUILDING 09-08 A—F/1-20 DEV. CENTER, WA JOB NO. DWG NO. 34355 09-008-3A3 COMP NO. / 30'-0" 28'-0" ////// 1 1/ / '/. //////// /////////////////////_/_///// ,, I JLJ I 1 ' 1) 1:///111.A ///////////////////////i ///////////// ///i/l ,/LT'/1/; Z J ' /7 •:///__-:(// / /1 ''//' '/ •,f.,,11/:"./,/ `�ii' 1/L/ J/` j /, C „7) 1 r` 41- / / / /,1 1/, IA PROGRAM NETWORK RACK 17.1 1.1://11— / L OPEN WIRE SHEVLES 18x72 3> 24x33 4 > OPEN WIRE SHEVLES 18x72 OPEN WIRE SHEVLES /////////////////////////////////// ///////////// /J// // / % // Z / :7i /i i /' J i f 7 i %!' r .i, / / ,' 1 �il /) 30'-0" //1 (/ .�'/ �/, '///"///42 'I �! �/' '� !''/ !' rI : i fi r i i I 1 1 1 r 28'-0" E\LAGED THRD FL00� SCALE: 3/8" = 1'-0" PLA\ 3A3 3A450 c LEGE\VS' EDULE: 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. INSTALL (4) 18"x72" OPEN WIRE SHELVES PROVIDED BY BOEING. INSTALL (1) 18" WIDE CABLE TRAY — COORDINATE WITH ELECTRICAL DRAWINGS. INSTALL (1) 24"x33" PROGRAM NETWORK RACK — COORDINATE WITH ELECTRICAL DRAWINGS. CO\S-R ,CTIO\ \CTES: 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. EEHE\ CE C SAW \GS: SEE 09-08-3A11 FOR FLOOR PLAN. SEE 09-08-3A281 FOR THIRD FLOOR REFLECTED CEILING PLAN. REVIEWED FOR CODE COMPLIANCE APPROVED OCT17 City or Tait Vila �� l3CD(E� .LISION R IV CITY OF TUKWILA OCT 19 2017 PERMIT CENTER ISSUED FOR CONSTRUCTION OCTOBER 18, 2017 0 0 0 0 KEY SLA\ SCALE: N.T.S. 2 4 ED 6 8 Ell MOM 11111 02RM= OMNI 521•011 111g:ill MI 'Halt 2.11118111 SCALE: 3/8"=1'-0" SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET 1 TACOMA, WA. 98409 PHONE: (253) 474-9449 1 http://www.sitts-hill-engineers.com/ FAX: (253) 474-9449 Project No.: 18010 Project Mgr.: BKL Proj. Engineer: DCB Proj. Drafter: SLM 10:59:12 PM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE LAP TOP FARM 34355 SITTS BKL 10.18.17 Q� BOE/NGS ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN S. McCarthy DATE 09.08.17 CHECKED B. Leslie 09.08.17 SUBTITLE ENLARGED THIRD FLOOR PLAN CURRENT REVISION 34355 SYMBOL DATE 10.18.17 APPROVED BY DEPT. DATE ENGINEER D. Boileau CHECKED B. Leslie 09.08.17 09.08.17 APPROVED APPROVED TITLE ARCHITECTURAL LAP TOP FARM BUILDING 09-08 C—E/3-5 DEV. CENTER, WA SHEET 3A450 JOB NO. 34355 COMP NO. DWG NO. 09-008-3A450 -11 N cD co 0 v 28'-0" E\LAGED THRD FL00� SCALE: 3/8" = 1'-0" PLA\ 3A3 3A450 c LEGE\VS' EDULE: 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. INSTALL (4) 18"x72" OPEN WIRE SHELVES PROVIDED BY BOEING. INSTALL (1) 18" WIDE CABLE TRAY — COORDINATE WITH ELECTRICAL DRAWINGS. INSTALL (1) 24"x33" PROGRAM NETWORK RACK — COORDINATE WITH ELECTRICAL DRAWINGS. CO\S-R ,CTIO\ \CTES: 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. EEHE\ CE C SAW \GS: SEE 09-08-3A11 FOR FLOOR PLAN. SEE 09-08-3A281 FOR THIRD FLOOR REFLECTED CEILING PLAN. REVIEWED FOR CODE COMPLIANCE APPROVED OCT17 City or Tait Vila �� l3CD(E� .LISION R IV CITY OF TUKWILA OCT 19 2017 PERMIT CENTER ISSUED FOR CONSTRUCTION OCTOBER 18, 2017 0 0 0 0 KEY SLA\ SCALE: N.T.S. 2 4 ED 6 8 Ell MOM 11111 02RM= OMNI 521•011 111g:ill MI 'Halt 2.11118111 SCALE: 3/8"=1'-0" SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET 1 TACOMA, WA. 98409 PHONE: (253) 474-9449 1 http://www.sitts-hill-engineers.com/ FAX: (253) 474-9449 Project No.: 18010 Project Mgr.: BKL Proj. Engineer: DCB Proj. Drafter: SLM 10:59:12 PM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE LAP TOP FARM 34355 SITTS BKL 10.18.17 Q� BOE/NGS ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN S. McCarthy DATE 09.08.17 CHECKED B. Leslie 09.08.17 SUBTITLE ENLARGED THIRD FLOOR PLAN CURRENT REVISION 34355 SYMBOL DATE 10.18.17 APPROVED BY DEPT. DATE ENGINEER D. Boileau CHECKED B. Leslie 09.08.17 09.08.17 APPROVED APPROVED TITLE ARCHITECTURAL LAP TOP FARM BUILDING 09-08 C—E/3-5 DEV. CENTER, WA SHEET 3A450 JOB NO. 34355 COMP NO. DWG NO. 09-008-3A450 -11 N cD co 0 v 0 N c N (c) 30'-0" 28'-0" //////// N E\LAGE3 T SCALE: 3/8" = 1'-0" IW 12' /.I L I j 1 II //r —�� / I/ 1 iI •. II ii I Amp- • X I ; /' 1 �' Til % — / y p 0 / /7//7/7//,, U RD FL00. PLA\ V OVAL 78C 18x36 PCTABLE I/ 30x60 PCTABLE 30'-0" • 30x60 / ) '/ /// lY///a /1 r, 1 V/! r -J— — il /1 V/I 2 / nc L L ( 1 1 � 1 L ( 1 1 � 1 i J I 28'-0" 3A3I3A450R 0 N c LEGE GES. \D/SCHEDULE: HAL \OTES: 1. SEE GENERAL ARCHITECTURAL NOTES "GAN" ON DRAWING Al FOR ADDITIONAL INFORMATION. 2. SEE STRUCTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. CO\ SIRJCTIO\ \CIES: 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. REMOVE (1) 30"x48" PC TABLE. REMOVE (2) 30"x60" PC TABLES. REMOVE (1) 18"x36" 78C. REMOVE (1) 18"x36" 60C. EFEH\CE >AWI\GS'. SEE 09-08-3A11 FOR FLOOR PLAN. SEE 09-08-3A281 FOR THIRD FLOOR REFLECTED CEILING PLAN. REVIEWED FOR CODE COMPLIANCE APPROVED OCT 2 0 2017 0 0 0 REMOVAL -010 RECEIVED CITY OF TUKWILA OCT 19 2011 PERMIT CENTER ISSUED FOR CONSTRUCTION OCTOBER 18, 2017 2 4 6 8 SCALE: 3/8"=1'-0" SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL ■ SURVEYING 4815 CENTER STREET I TACOMA, WA. 98409 PHONE: (253) 474-9449 1 FAX: (253) 474-9449 http://www.sitts-hill-engineers.com/ Project No.: 18010 Project Mgr.: BKL Proj. Engineer: DCB Proj. Drafter: SLM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE LAP TOP FARM 34355 SITTS BKL 10.18.17 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN S. McCarthy DATE 09.08.17 CHECKED B. Leslie 09.08.17 SUBTITLE ENLARGED THIRD FLOOR PLAN - REMOVAL CURRENT REVISION 34355 SYMBOL DATE 10.18.17 ENMEER D. Boileau CHECKED B. Leslie APPROVED APPROVED 09.08.17 09.08.17 TITLE ARCHITECTURAL L6kP TOP FARM BUILDING 09-08 C—E/3-5 DEV. CENTER, WA SHEET 3A45OR JOB NO. 34355 DWG NO. CR3A6, 5 -TON WATER COOLED LIEBERT BUO71WGAGOO UPFLOW 460V, 30, 60HZ 10 -TON LIEBERT DH138W HP3D6400 \HP3/ 16/12 MATCH LINE (FOR CONTINUATION SEE SHEET 3M11) C > TYPICAL 6 PL 20/12 AFSD C SG 6 44/16 3M10 C 0 CAPPED 34/22 260 260 AFSD2 30/30 CAPPED 34/14 50/60 AFSD2 AFSD2 N) 0 / / 7 450 J../ AFSD M520 '-400 AFSD2 0 260 \260 AFSD SG 6 ". 450 400 SG 7 AFSD 20/16 24/10 AFSD i D) 4 300 16/12 FD FD2 FD2 8/4 -•,<30 2/6 CO 400 1111/1111 00 N 44/16 CD SIM 00 2/6 /400 16/12 CO 0 A 7SD 50 MATCH LINE (FOR CONTINUATION SEE SHEET 3M11) SCALE: 1/4"=1'-0" CE\E�AL FLOO HVAC PLA\ CTES 10 -TON WATER COOLED DOWNFLOW AIR CONDITIONER, LIEBERT DH138W OPTIONAL AIR FLOW & EVAP. FAN MOTOR, 2 -WAY VALVE, HUMIDIFIER & REHEAT HVCVAL \\\.\ REMOVE HEAT PUMP, DIFFUSERS AND ASSOCIATED DUCTWOR4 REV BACK TO WALL OF LAPTOP FARM. PROTECT FOR RECONNEC1ME ED A FD RECEIVED CITY OF TUKWILA OCT 19 2017 PERMIT CENTER 0 0 EWED FOP OMPLIANE PROVED OCT g i 2017 FSi consulting engineers PROFESSIONAL STAMP & SIGNATURE Seattle, Washington APPLIES TO WORK WITHIN THE CLOUDED REVISION AREAS ONLY AS INDICATED Solutions & Service REMOVAL ISSUED FOR CONSTRUCTION OCTOBER 18, 2017 SYM A B C REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE RAPTOR SIMULATION LAB BDS LAB PACKAGES 1-5 - Q1-JACC BDS LAB PACKAGES 1-5 - LAPTOP FARM J#160656-00 34355 34355 M.WONG 10.05.07 FSi FSi AWL AWL 10.18.17 10.18.17 BOE/NGS C' - ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN M. CAUNITIS CHECKED R. MURRAY ENGINEER M. CAUNITIS CHECKED W. HENCKEL APPROVED K. RAMSEY APPROVED D. SEPTELKA DATE 10.01.90 10.01.90 10.01.90 10.01.90 10.01.90 10.01.90 SUBTITLE THIRD FLOOR HVAC PLAN TITLE BDS LAB PACKAGES 1-5 - LAPTOP FARM MECHANICAL MASTER BUILDING 9-08.3 COL. A -F/1-7 URR SHEET REVISION S MBOL 34355 C DATE 10.18.17 3MIOR JOB NO. COMP NO. MONO. DEV. CENTER, WA 9-08-3M10 R SYM A B (E) HP3A3 \HP2/ 5" RWL DN GRISWOLD CONTROL VALVE, 2-32 PSID, 1"0, SET @ 10GPM, 2PCPP1 IR3R2OVGG W/ 24" FLEX HOSE CR3A17, 10 -TON LIEBERT 1 DH138W %" CONDENSATE 132" HPWR 1Y" HPWS Y" PROCESS WATER REVISION IJ " ID 2"HPWR 2"HPWS CO HP3B4 \HP2/ P3A4 HP2/ %" ID — 1" ID CO -CR3A6, 5 -TON WATER COOLED LIEBERT BUO71WGAG00 UPFLOW 460V, 30, 60HZ HP3B5 \HP2/ Y"PWS P3A7 CO GRISWOLD CONTROL VALVE, 2-32 PSID, 132" 0L, SET © 23.3GPM 9PCPP1IRIR3OVQQ W/ 24" FLEX HOSES MODEL 7486-10 RECORD DRAWING INSTALL HEAT PUMP J#780312-00 BY DOM DMV/RWS APPROVED 2"HPWR 2"HPWS "I 1Y" ID -� 1 " ID P DATE KMR/DS EJC 10.1.90 SYM F 3"H WR 3"HPWS %4'PW CO HP3C2 \HP1/ " ID 1Y" ID 1" ID 1" ID HP3E \HP2/ ICO HP3F1 \HP2/ -TT- E-1,1)1- E-41- ,1)f- H f- - 1 11 is IHP3C6 \HP3/ 1Y" ID 2"HPWR 2"HPWS 1 ICO r JH 1' L HP3D6 \HP3/ 1Y"ID " HPWR HPWS 1" ID 2" HPWS 2" HPWR 1" ID 1Y" ID TYPICAL HEAT PUMP SEE NOTE 3 1" ID HP3E2 \HP3/ ICO CO H 00 HP3E4 \HP2/ H�I- HcI- - WATCH LINE (FOR CONTINUATION SEE SHEET 3M REVISION BY APPROVED DATE BDS LAB PACKAGES 1-5 - LAPTOP FARM 34355 FSi AWL 10.18.17 03.06.98 C PURCHASE/INSTALL AC UNIT D RAPTOR SIMULATION LAB J#556290-01 J#160656-03 M.WONG M.WONG MW FOR RWS RWS 04.13.05 10.18.07 E BDS LAB PACKAGES 1-5 - Q1-JACC 34355 FSi AWL 10.18.17 2"HPWR 2"H PWS 3"HPWR 3"HPWS HP3E5 \HP2/ Lice- CO RWL DN PROFESSIONAL STAMP & SIGNATURE APPLIES TO WORK WITHIN THE CLOUDED REVISION AREAS ONLY AS INDICATED AinatEZAVG' 10.18.17 SIGHED 1 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE 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. 'ENOVAL \OTES REMOVE 3/4" HPWR AND 3/4" HPWS BACK TO 2" HPWR AND 2" HPWS, ISOLATION VALVES TO REMAIN. CAP & PROTECT FOR RECONNECTION. DISCONNECT CONDENSATE DRAIN LINE FROM UNIT. PROTECT FOR RECONNECTION. REMOVAL REVIEWED FOR CODE COMPLIANCE APPROVED OCT 2 0 2017 City or Tukwila BU1LI IG 1 S c N RECEIVED CITY OF TUKWILA <EY PLA\ NO SCALE OCT 19 2017 PERMIT CENTER FSi consulting engineers Seattle, Washington Solutions & Service SUBTITLE DRAWN DATE F. BABAZADEH CHECKED M. CAUNITIS ENGINEER F. BABAZADEH CHECKED W. HENCKEL APPROVED K. RAMSEY APPROVED D. SEPTELKA ISSUED FOR CONSTRUCTION OCTOBER 18, 2017 THIRD FLOOR PIPING PLAN 10.01.90 TITLE BDS LAB PACKAGES 1-5 - LAPTOP FARM MECHANICAL MASTER BUILDING 9-08.3 COL. A -E/1-7 DEV. CENTER, WA SHEET 3M60R DATE 10.18.17 JOB NO. COMP NO. DWG NO. 9-08.3-3M60R 2900 150 HP3A3 12 10 CD 150 30/12 v 400 400 24/12 2200 20/12 P3E4 HP2/ CR3A6, 5 -TON WATER COOLED LIEBERT BUO71WGAGOO UPFLOW 460V, 30, 60HZ 10/10 20/12 CD MOW M� 400 I 400 �' I 60/24 44/16 J 20/16 60/24 44/16 17500 14/10 • 8 -- 10 -TON LIEBERT DH138W 400 H3P C HP3D6400 \HP3/ 16/12 REVISION BY APPROVED DATE SYM X MATCH LINE (FOR CONTINUATION SEE SHEET 3M11) THIT FLOC HVAC SCALE: 1 8 3M10 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 BDS LAB PACKAGES 1-5 - LAPTOP FARM 34355 FSi AWL 10.18.17 PROFESSIONAL STAMP & SIGNATURE APPLIES TO WORK WITHIN THE CLOUDED REVISION AREAS ONLY AS INDICATED ff.Ez W' ® c'— ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY 20/12 AFSD (EG) TYPICAL 6 PL 34/14 AFSD 20/16 AFSD 300 16/12 FD CO CN 0 Co 24/10 EG 3 FD2 JJ J FD2 8/4 2/6 400 1110.111 /00 CD FSD ,300 CD SIM 4 16/12 co 0 FD A=SD I=1 IMI IZI FSi consulting engineers Seattle, Washington Solutions & Service DRAWN M. CAUNITIS DATE 1 SUBTITLE 10.01.90 10.01.90 MATCH LINE (FOR CONTINUATION SEE SHEET 3M11) PARTIAL THR3 FLOO HV SCALE: 1 /4"=1'-0" \HAL \OTES EVI OR CODE COMPLIANCE APPROVED OCT 2 2011 Plan 'Of Tukwila rg ON 10 TON WATER COOLED DOWNFLOW AIR CO 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. PROVIDE DIFFUSER AND BALANCE TO VALVE SHOWN ON PLAN. CONNECT HEAT PUMP TO EXISTING THERMOSTAT. ISSUED FOR CONSTRUCTION OCTOBER 18, 2017 RECEIVED CITY OF TUKWILA OCT 19 2017 PERMIT CENTER 10.01.90 TITLE THIRD FLOOR HVAC PLAN CURRENT REVISION 34355 SYMBOL DATE 10.18.17 BDS LAB PACKAGES 1-5 — LAPTOP FARM 10.18.17 SIGNED CHECKED W. HENCKEL APPROVED K. RAMSEY APPROVED D. SEPTELKA 10.01.90 10.01.90 10.01.90 MECHANICAL MASTER BUILDING 9-08.3 COL. A—F/1-7 DEV. CENTER, WA JOB NO. DWG NO. COMP NO. 9-08-3M10 SYM A B HP3A3 \HP2/ co l Z HP3B4 \HP2/ 5" RWL DN GRISWOLD CONTROL VALVE, 2-32 PSID, 1"0, SET ® 10GPM, 2PCPP1IR3R2OVGG W/ 24" FLEX HOSE 1 CR3A17, 10 -TON LIEBERT 1 > DH138W 3/4" CONDENSATE 1Y" HPWR 1Y" HPWS Y" PROCESS WATER 001 CR3A6, 5 -TON WATER COOLED LIEBERT BUO71WGAG00 UPFLOW 460V, 30, 60HZ "ID -IP3A4 \HP2/ HP3B5 \HP2/ Y"PW 2"HPW L " ID I ao HP3B6 \HP2/ '; 1 -IP3A7I \HP2/ CO GRISWOLD CONTROL VALVE, 2-32 PSID, 1Y" 0L, SET IP 23.3GPM 9PCPP1IRIR3OVQQ W/ 24" FLEX HOSES MODEL 7486-10 REVISION RECORD DRAWING INSTALL HEAT PUMP J#780312-00 BY DW/MJC DMV/RWS APPROVED 2"HPWR 2"HPWS 1Y" ID " ID 2"HPWR 2"HPWS CO 1 1Y" -4 Co " ID i HP3E' \HP2/ ID 1 " ID P,0 DATE C KMR/DS EJC 10.1.90 SYM F 3"H I'WK 3"HPWS 4 'PW 1Y" ID 2"HPWR 2"HPWS HP3C6 \HP3/ HP3D6 \HP3/ 2" HPWR 2" HPWS 1" ID ICO HP3F \HP2, E- H E-- 2" HPWS 2" HPWR " ID 1Y" ID TYPICAL HEAT PUMP SEE NOTE 3 1" ID 0 ATCH LINE (FOR CONTINUATION SEE SHEET 3M REVISION BDS LAB PACKAGES 1-5 - LAPTOP FARM 34335 BY FSi APPROVED DATE AWL 10.18.17 03.06.98 C D E PURCHASE/INSTALL AC UNIT J#556290-01 RAPTOR SIMULATION LAB J#160656-03 BDS LAB PACKAGES 1-5 - Q1-JACC 34355 M.WONG M.WONG FSi MW FOR RWS RWS AWL 04.13.05 10.18.07 10.18.17 2"H PWR 2"HPWS 3"HPWR 3"HPWS HP3E2 \HP3/ ICO HP3E4 \HP2l HP3E5 \HP2/ CO L -ICO 1C0 co 1i J J PROFESSIONAL STAMP & SIGNATURE APPLIES TO WORK WITHIN THE CLOUDED REVISION AREAS ONLY AS INDICATED el,..mEariewe)- C ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY 6" RWL DN 10.18.17 SIGNED FSi consulting engineers Seattle, Washington Solutions & Service DRAWN F. BABAZADEH DATE CHECKED M. CAUNITIS ENGINEER F. BABAZADEH CHECKED W. HENCKEL APPROVED K. RAMSEY APPROVED D. SEPTELKA 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. CO\S-RUCT 0\ \OTES CONNECT 1" HPWS AND 1" HPWR TO HEATPUMP. CONNECT 1" CONDENSATE DRAIN LINE TO HEATPUMP. PROVIDE 2.5 TO HEAT PUMP. COORDINATE PROCUREMENT WITH OWNER SURPLUS. ISSUED FOR CONSTRUCTION OCTOBER 18, 2017 THIRD FLOOR PIPING PLAN REVIEWED FOR CODE COMPLIANCE APPROVED OCT 2 0 2017 City of Tukwila B %DING _... RECEIVED CITY OF TUKWILA OCT 19 2017 PERMIT CENTER CURRENT REVISION SYMBOL 34355 F DATE 10.18.17 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. 9-08.3-3M 60 HEAT PUMP (HP) SCHEDULE MARK NUMBER FAN PERFORMANCE FILTER (SPECIAL DETACHED) AIR CONNECTIONS AT FILTER BOX WATER FLOW'. GRISWOLD FLOW CONTROL ASSY COOLING PERFORMANCE HEATING PERFORMANCE MAXIMUM SET CFM REMARKS MAX. CFM EXT. STATIC IN. Wg. MOTOR FLA _ SIZE FACE VEL FPM VIAX-FINAL SP IN WG CFM/SIZE OTHER GPM MAX PRESS. DROP CONDENSER FT. WG HOSE SIZE HOSE LENGTH PSI RANGE FLOW RATE GPM 24x24 HOSE SET P/N EAT °F DB/WB ° EWT F TOTAL MBH SENSIBLE MBH HT. REJECT MBH POWER INPUT KW LAT °F DB ° EWT F TOTAL HEAT MBH HEAT ABSORBED MBH POWER INPUT KW MANU./MODEL SIZE QUANTITY CD -4 SQUARE CEILING DIFFUSER STEEL .- . _ _ 36 .127 _ KRUEGER 6404F23 CD -5 � � STEEL WHITE 24x24 140 48 •240 950 KRUEGER 6404F23 RG -1 EGG CRATE CEILING RETURN GRILL STEEL WHITE 24x24 - 29.150 HP4D17 800 KRUEGER EGC-JNSF SG -1 EGG CRATE CEILING SUPPLY GRILL i WHITE 24x24 22x22 --- - 2900 HP -2 955 0.5 1.0 1-24x24 240 0.3 145/7"0 PLENUM 6.1 4.6 3/4" 36" 2-32 6 24x24 K10-2FS 80/67 85 29.3 21.8 39.5 2.99 65 65 37.0 26.2 3.19 (1) MACQUAY/CCH 30A 191 SG -5 '- STEEL :."• 16x10 HP4B11 'I i, 'I : 0 lb, .. 1i. ! WHITE 12x6 HP3B11 23 1 VI: TITUS SERIES 270 HP2C18 -- - , __.__- .: -. 16x6 _ .. : '.6 . -. 6 ,- i -- - . 44 STEEL • HP -4 1940 0.5 2.6 2-24x24 240 0,3 290/0 PLENUM 12.8 9.8 1" 36" 2-32 13 29 K10-2HS 80/67 85 61.3 46.7 82.7 6.3 65 65 60.1 43.0 5.02 (1) MACQUAY/CCH 60A 9 STEEL HP -5 800 0.72 2.4 1-24x18 240 0.3 160/8"0 PLENUM 6.2 11.08 .1 " 36" 2-32 6 280 K36-2HS 80/67 85 24.4 17.5 30.9 - 65 65 28.1 21.5 EG -6 MACQUAY/WCCW 24 1 (1),(2),(3),(4) NOTES (1) R -410A REFRIGERANT (2) 460/3PH, 5.3 MCA (3) 14.7 EER (4) 4.23 COP AIR DIFFUSER / REGISTER / GRILL SCHEDULE MARK NUMBER TYPE MATERIAL FINISH FACE SIZE INCHES INLET/NECK SIZE INCHES MAXIMUM NOISE COEFFICIENT MAXIMUM IP. INCH WG MAXIMUM SET CFM REMARKS CD -1 SQUARE CEILING DIFFUSER STEEL WHITE 24x24 60 33 .060 190 KRUEGER 6404F23 CD -2 SQUARE CEILING DIFFUSER STEEL WHITE 24x24 80 33 .110 275 KRUEGER 6404F23 CD -3 SQUARE CEILING DIFFUSER STEEL WHITE 24x24 100 36 .130 425 KRUEGER 6404F23 CD -4 SQUARE CEILING DIFFUSER STEEL WHITE 24x24 120 36 .127 550 KRUEGER 6404F23 CD -5 SQUARE CEILING DIFFUSER STEEL WHITE 24x24 140 48 •240 950 KRUEGER 6404F23 RG -1 EGG CRATE CEILING RETURN GRILL STEEL WHITE 24x24 24x24 29.150 HP4D17 800 KRUEGER EGC-JNSF SG -1 EGG CRATE CEILING SUPPLY GRILL STEEL WHITE 24x24 22x22 --- ,150 2900 KRUEGER EGC-JNSF SG -2 PERFORATED CEILING SUPPLY GRILL STEEL WHITE 24x24 60 34 .00 220 KRUEGER 6590F23 SG -3 PERFORATED CEILING SUPPLY GRILL STEEL WHITE 24x24 80 43 .200 380 KRUEGER 6590F23 SG -4 PERFORATED CEILING SUPPLY GRILL STEEL WHITE 24x24 100 44 .210 540 KRUEGER 6590F23 SG -5 SUPPLY GRILL STEEL WHITE 16x10 HP4B11 25 .120 720 TITUS SERIES 270 SG -6 SUPPLY GRILL STEEL WHITE 12x6 HP3B11 23 .120 280 TITUS SERIES 270 HP2C18 -- - , __.__- HP1D7 -WHITE__.:.___ 16x6 _ .. HP2B16 23 ,.100. 400 . .TITUS SERIES .270 ---SG - - -SIJRPLY-G1-IL _ STEEL SG-8 SUPPLY GRILL STEEL WHITE 30x18 HP5E1 21 .100 2000 TITUS SERIES 270 EG -1 EXHAUST GRILL STEEL WHITE 14x8 HP5E2 29 .150 450 TITUS CORE 8F EG -2 EXHAUST GRILL STEEL WHITE 6x5 HP5E7 26 ,065 50 TITUS CORE 23 EG -3 EXHAUST GRILL STEEL WHITE 8x6 HP5E10 29 .100 130 TITUS CORE 8F EG -4 EXHAUST GRILL STEEL WHITE 12x8 HP5E11 26 .040 280 TITUS CORE 23 EG -5 EXHAUST GRILL STEEL WHITE 18x16 HP5E12 32 .110 720 TITUS CORE 23 EG -6 EXHAUST GRILL STEEL WHITE 24x16 HP5E13 33 .180 1200 TITUS CORE 23 EG -7 PREFORATED CEILING EXH GRILL STEEL WHITE 24x24 12x12 29 .150 600 TITUS 8F TYPE 3 SOU\D ATTENUATOR (SA) SCHEDULE MARK NUMBER HEAT PUvP ID NUM3E�S UNIT WIDTH X HEIGHT INCHES HP1 MAX FV FPM AIR QUANTITY CFM HP2 10-12 W -1ERTZ REMARKS HP3 HP4 HP5 HP1A4A HP4C2 HP1A9 HP2B4 HP3A9 HP4A9 EIESEESE HP1A19 HP5C15 HP1B5A HP1B5A HP1A6A HP4C10 HP1A10 HP2B5 HP3Al2 HP4Al2 HP5B6 HP1C5 HP5C14 HP2E16 HP3A7 HP1A8 HP4C12 HP1A13 HP2B7 HP3A18 HP4A15 HP5B11 HP1C9 HP5C13 HP2E17 HP4C8 HP1B4 HP4C17 HP1A15 HP2B8 HP3B4 HP4A17 HP5B12 HP1C14 12x18 HP3C18 550 HP1B8 HP4C18 HP1A17 HP2B9 HP3B5 HP4B4 HP5B15 HP1D6 ' 28 HP4A10 IAC TYPE S HP1B11 HP4D17 HP1B3 HP2B10 HP3B6 HP4B5 HP5B18 HP1D14 12 HP4A11 28 HP1B18 HP4E1 HP1B6 HP2B11 HP3B7 HP4B6 HP5C2 HP1E13 .10 HP4B10 500 HP1B19 HP4F1 HP1B9 HP2B12 HP3B8 HP4B7 HP5C12 HP1E17 17 HP4C11 SA -6 HP1C3 HP4F3 HP1B10 HP2B13 HP3B9 HP4B8 HP5C15 HP2C6 16 HP4D11 35 HP1C17 HP4F10 HP1B12 HP2B14 HP3B10 HP4B11 HP5C19 HP2C14 550 HP5B10 +1000 HP1D1 HP4F11 HP1B13 HP2B15 HP3B11 HP4B12 HP5D11 HP2D6 IAC TYPE S HP2C18 HP1D7 HP4F14 HP1B14 HP2B16 HP3B12 HP4B13 HP5D12 HP2D9 HP1D16 HP4F16 HP1B15 HP2B17 HP3B16 HP4B14 HP5E1 HP2D14 HP1F1 HP5A5 HP1B16 HP2B18 HP3B17 HP4B15 HP5E2 HP3A14 HP1F10 HP5A9 HP1B17 HP2B19 HP3B18 HP4B16 HP5E7 HP3A15 HP1F17 HP5A15 HP1C3 HP2C2 HP3B19 HP4B17 HP5E10 HP3B15 HP2A4 HP5A16 HP1C8 HP2C8 HP3C3 HP4B18 HP5E11 HP3C6 HP2A9 HP5A17 HP1C12 HP2C11 HP3C8 HP4B19 HP5E12 HP3C9 HP2A15 HP5A18 HP1 D11 HP2C12 • HP3C11 HP4C3 HP5E13 ==-_ HP2A19 HP5A19 HP1E1 HP2E2 HP3C12 HP4E2 HP5E17 HP3D6 HP2B6 HP5B5 HP1E2 HP2E3 HP3D2 HP4E3 HP5F6 HP3D14 HP2C3 HP5B8 HP1E3 HP2E4 HP3E1 HP4E4 HP5F11 HP3E2 HP2C17 HP5B19 HP1E4 HP2E5 HP3E3 HP4E5 HP5F13 HP4C6 HP2D1 HP5C3 HP1E5 HP2E6 HP3E4 HP4E6 HP5F16 HP4C14 HP2F3 HP5C9 HP1E6 HP2E7 HP3E5 HP4E7 HP5B13 HP4D6 HP2F7 HP5C17 HP1E8 HP2E8 HP3E6 HP4E8 - -- HP4D9 HP2F9 HP5D3 HP1E11 HP2E9 HP3E7 HP4E9 HP3D3 HP4D14 HP2F16 HP5D15 HP1 E14 HP2E10 HP3E8 HP4E10 HP4E16 HP3A3 - HP5E3 -HP1 E15 HP2E11. HP3E9 HP4E11 HP5A3 HP3A19 HP5E5 HP1 F3 HP2E12 HP3E10 HP4E12 HP5B4 HP3B13 HP5E8 HP1 F4 HP2E13 HP3E11 HP4E13 HP5B7 HP3B14 HP5E15 HP1 F5 HP2E14 HP3E12 HP4E14 HP5B9 HP3C2 HP5F1 HP1 F6 HP2E15 HP3E13 HP4E15 HP5C6 HP3C17 HP5F4 HP1 F7 HP2F1 HP3E14 HP4F5 HP5C14 HP3F9 HP5F8 HP1F12 HP2F2 HP3E15 HP4F7 HP5C18 HP3F10 HP5F17 HP1F12 HP2F5 HP3E16 HP4F13 HP5D6 HP3F11 HP5F18 HP1 F14 HP2F12 HP3F1 HP4F17 HP5D9 HP3F16 HP1D3 HP2A3 HP2F14 HP3F3 HP5A4 HP5D14 HP3F17 HP2A6 HP2F15 HP3F6 HP5A7 HP5E4 HP4A19 HP2A9 HP3A4 HP3F14 HP5A10 HP5E6 HP4B3 HP2A13 HP3A7 HP4A4 HP5Al2 HP5E9 HP4B9 HP2A17 HP3A8 HP4A6 HP5E14 SOU\D ATTENUATOR (SA) SCHEDULE MARK NUMBER LENGTH FEET UNIT WIDTH X HEIGHT INCHES MAXIMUM PD IN/H20 MAX FV FPM AIR QUANTITY CFM MINIMUM REQUIRED ACOUSTIC RATING dB RE OCTAVE BAND CENTER FREQUENCY 10-12 W -1ERTZ REMARKS RATING 63 125 250 500 1000 2000 4000 8000 SA -1 3 12x36 .11 550 1650 +1000 7 12 16 28 35 35 28 17 IAC TYPE S SA -2 3 12x24 .10 550 1000 +1000 7 12 16 28 35 35 28 17 IAC TYPE S SA -3 3 12x18 .10 550 750 +1000 7 12 16 28 35 35 ' 28 17 IAC TYPE S SA -4 3 12x42 .11 600 2000 +1000 7 12 16 28 35 35 28 17 IAC TYPE S SA -5 3 6x24 .10 550 500 +1000 7 12 16 28 35 35 28 17 IAC TYPE S SA -6 3 12x12 .10 550 500 +1000 7 12 16 28 35 35 28 17 IAC TYPE S SA -7 3 6x12 .10 550 450 +1000 7 12 16 28 35 35 ., 28 17 IAC TYPE S ID NUMBER EXAMPLE: HP2D16 PROFESSIONAL STAMP & SIGNATURE APPLIES TO WORK WITHIN THE CLOUDED REVISION AREAS ONLY AS INDICATED NOTES: r1.) 460V/30/60Hz 2. 208V/30/60Hz 3. 115V/1 0/60Hz (4) 208V/1 0/60Hz FSI consulting engineers Seattle, Washington SYM REVISION BY APPROVED DATE A B RECORD DRAWINGS UPDATE EQUIPMENT LIST MJC SR KMR/DS RS/EJC 10.1.90 SYM F REVISION BY APPROVED DATE RECORD DRAWING 3.19.94 G BDS LAB PACKAGES 1-5 - H10 - BOX 10 34355 SAZAN/SL FSi AWL 12.09.13 10.12.17 C REPLACE HEAT PUMP 160082-00 DMV RS/EJC 7.29.96 H BDS LAB PACKAGES 1-5 - Q1 - JACC 34355 FSI AWL D JSF MIC VTC PROJECT J#701437-00 C. HARRAH RWS 2.20.01 J BDS LAB PACKAGES 1-5 - LAPTOP FARM 34355 FSi AWL 10.18.17 10.17.18 E BLDGS 9-08 & 9-96 BR&T BELLEVUE RELOCATION W1901252 SAZAN/SS 08.06.13 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE Solutions & Service SUBTITLE DRAWN P. TRACEY DATE CHECKED R. MURRAY COLUMN LOCATION FLOOR HEAT PUMP ISSUED FOR CONSTRUCTION OCTOBER 18, 2017 CO\ STRUCTION NOTES REVIEWED FOR CODE COMPLIANCE APPROVED OCT 20 8017 Citi 3f Tukwila Bkl1 DMu nn�� >pi.1 RECEIVED CITY OF TUKWILA OCT 19 2017 PERMIT CENTER 911. EQUIPMENT SCHEDULES CURRENT REVISION SYMBOL. 34355 J DATE 10.18.17 ENGINEER W. HENCKEL CHECKED W. HENCKEL APPROVED K. RAMSEY APPROVED D. SEPTELKA TITLE BDS LAB PACKAGES 1-5 - H10 - BOX 10 10.1.90 MECHANICAL MASTER BUILDING 09-008 COL. N/A SHEET M4 JOB NO. COMP NO. DEV. CENTER, WA DWG N0. 09-008-M4 I:\ES\Projects\17\171-096 SH Boe DC BDS Lab Packages\_Drawings\09-008-3E60.dwg 0 N 0 r N 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 PROGRAM BOUNDARY (TYPICAL) `h 14 14 3D7-2/4,6 10.E -IG � R 10 6 ,ARIG z_4IfeY IG IG R ` R `4R 1n'��10 6`'., 314C1RG 12 ''IG�IG f=131/4—AleiR RRR 14 3D5-1/10,12,14 16 16 16 IG 1 2 16 R G9 IG R �R ,k -9 8 3D5-1/6,8,16 i 11 R R J R IR IGR 'A• -11 1— 3 1' 3 IG R�.. IG 15IG R — R IG 4IG 15 IR -3D5-1 /2,15,17 3 f q 3XSD9-2 27b — 3XSD9-2/6c,29c 3D7-1 /7,9,24 2 1T / ... 1 IG i� R� ' IG R yy I `*I N. �4IG \3 X 4IG 0 R 3D7-1 /7,9,24 2 1T 5 #IG R 5# IG 22 4 LL 1111 U U 1 IGIG 5 #IG R 5# IG 22 4 LL I(a31N' R U U 1 IGIG IG R lorR R # s. . 3D7=2/2,12,14 TO PNL XX/X 3/4"C, (2) #12, #12G TO PNL XX/X 3/4"C, (2) #12, #12G 3D5/4 t°I'M I(a31N' R VW '"f4' g`. r, 1 11 40 to 5 \ R R .-/": 5 22 3D7-1 /5,8,22 VMiv R I(a31N' R ,, : 22 '"f4' g`. r, -1/6,10,26 8 2 3D7-1/2,4,14 I \ REVISION 14> (2) 4" C PASS THRU BY 3E60 E503 (TYP.) TO PNL XX/X 3/4"C, (2) #12, #12G GFI +42" 3D7-1 N 27 -0-'14 8 8 TO PNL XX/X 3/4"C, (2) #12, #12G APPROVED DATE M N P INSTALL UPS POWER RECONFIGURE EMERGENCY POWER INSTALL VISUAL/AUDIBLE SIGNAL Q RAPTOR SIMULATION LAB (RSL) PHASE -1 1001174569 53416810 193687 16065600 AKC BEIER VAVREK SANTOS VAVREK VAVREK VAVREK VAVREK 6/14/04 SYM R S REVISION BY APPROVED DATE RAPTOR SIM. LAB (AS -BUILT VESDA) 16065600 SANTOS SANTOS 2/7/08 10.03.05 T 10.03.05 U 10/23/07 V Q1-JACC LAPTOP FARM H5 ROOM 3166 U BOX 34355 34355 34355 34355 CASNE CASNE CASNE CASNE CEC CEC CEC CEC 10.18.17 10.18.17 10.12.17 10.12.17 e....._,mEtBramr”® 3E60 E502 (TYPICAL) ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED OVED BY DEPT. DATE DRAWN W.HEDMAN DATE CHECKED W.KUHLMAN SUBTITLE s U EFHE \ CE DAWI\ S J OUTLET 12" ABOVE SUSPENDED CEILING FOR SECURITY SYSTEM. OUTLET AT 7'-0" AFF FOR SECURITY SYSTEM USE. 116 > 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. 118 > 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. 120 > SEATRONICS DRAWING 110790-3FA201-0 FILED IN MECHANICAL DRAWING FOLDER CO\SH„ CTI O \ OTES 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 CICKTOSOURCPAI\CONDUTORSAND ANCILLARY BACPROVIDE 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 (POWER SERVICE O POWER POLE) POLEPOWER CONRACTOR ONLYTO PROVIDE s INDICATES TELEPHONE/POWER POLE WITH POWER ONLY (POWER SERVICE POLE) - FURNITURE VENDOR TO PROVIDE (VERIFY LOCATION) 0 PUSHBUTTON EDWARDS# 600 OR 620 S' DOORBELL EDWARDS# 740 AUDIBLE/VISUAL SIGNAL STATION W/ SWITCH, EDWARDS# 7633-2 GE \HAL \CIES 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 SERVICE POLE A MIN. OF 6" (EDGE TO EDGE) FROM THE DATA AND/OR TELEPHONE SERVICE 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 2 2017 C9 ys of T Ukwila BUBI :..'.IsION 11-015 ISSUE FOR CONSTRUCTION OCTOBER 18, 2017 208Y/120V POWER PLAN THIRD FLOOR RECEIVED CITY OF TUKWILA OCT 19 2017 RMIT CENTER <EY PLAN NO SCALE CECASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULJANTS • 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW.CASNE.COM JOB N0. 171-096 CURRENT REVISION 34355 SYMBOL DATE 10.18.17 ENGINEER J.MORAN CHECKED J.KOKOCZKA APPROVED J.BENSTON APPROVED D.SEPTELKA 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