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HomeMy WebLinkAboutPermit PG14-0044 - BOEING #9-101 - BACKFLOW PREVENTERBOEING #9-1O1 9725 EAST MARGINAL WY S PG1 4-0044 Parcel No: Address: Project Name: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov 0003400018 9725 E MARGINAL 101 BOEING #9-101 PLUMBING/GAS PIPING PERMIT Permit Number: PG14-0044 WAY S BLDG 9- Issue Date: 4/8/2014 Permit Expires On: 10/5/2014 Owner: Name: Address: BOEING COMPANY THE PO BOX 3707 M/C 20-00 PROPERTY TAX DEPT, SEATTLE, WA, 98124 Contact Person: Name: CONNIE HARDIN Address: 4600 S 134TH PL , SEATTLE, WA, 98168 Contractor: Name: Address: License No: Lender: Name: Address: HOLADAY PARKS, INC. PO BOX 69208 , SEATTLE, WA, 98188 HOLADP1379N0 /1/ Phone: (206) 250-4530 Phone: (206) 248-9700 Expiration Date: 9/3/2015 DESCRIPTION OF WORK: ADD 1 BACKFLOW PREVENTER (3/4") Valuation of Work: $2,000.00 Water District: TUKWILA Sewer District: TUKWILA SEWER SERVICE,VALLEY VIEW SEWER SERVICE Fees Collected: $132.93 Current Codes adopted by the City of Tukwila: Internations Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: 2012 2012 2012 2012 International Fuel Gas Code: WA Cities Electrical Code: WA State Energy Code: 2012 2012 2012 f, c (6 Permit Center Authorized Signature: k `4 Date: -'"'1 I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws reg Dating construction or the performance of work. I am authorized to sign and obtain this developm-nt permit a d\agree tthe con 'bons attached to this permit. Signature: Print Name: L Y\ n t -T 'OGL- (- c „` D,,. S' I y 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: Reduced Pressure Principle Assembly (RPPA) shall be installed per manufacturer's specifications.Upon installation RPPA shall be tested by a certified tester and copy of passing backflow test report forwarded to the Inspector -.Thereafter annual tests shall be performed at owner's expense, and copies of test results shall be submitted to the Tukwila Water Department, 600 Minkler Blvd, Tukwila, WA 98188, phone number 206 433-1860, fax: 206 575-3404. 2: ***PLUMBING/GAS PIPING PERMIT CONDITIONS*** 3: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila Building Division. 4: All permits, inspection records and applicable plans shall be maintained at the job and available to the plumbing inspector. 5: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and the Fuel Gas Code. 6: No portion of any plumbing system or gas piping shall be concealed until inspected and approved. 7: All plumbing and gas piping systems shall be tested and approved as required by the Plumbing Code and Fuel Gas Code. Tests shall be conducted in the presence of the Plumbing Inspector. It shall be the duty of the holder of the permit to make sure that the work will stand the test prescribed before giving notification that the work is ready for inspection. 8: No water, soil, or waste pipe shall be installed or permitted outside of a building or in an exterior wall unless, adequate provision is made to protect such pipe from freezing. All hot and cold water pipes installed outside the conditioned space shall be insulated to minimum R-3. 9: Plastic and copper piping running through framing members to within one (1) inch of the exposed framing shall be protected by steel nail plates not less than 18 guage. 10: Piping through concrete or masonry walls shall not be subject to any load from building construction. No plumbing piping shall be directly embedded in concrete or masonry. 11: All pipes penetrating floor/ceiling assemblies and fire -resistance rated walls or partitions shall be protected in accordance with the requirements of the building code. 12: Piping in the ground shall be laid on a firm bed for its entire length. Trenches shall be backfilled in thin layers to twelve inches above the top of the piping with clean earth, which shall not contain stones, boulders, cinderfill, frozen earth, or construction debris. 13: The issuance of a permit or approval of plans and specifications shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the Plumbing Code or Fuel Gas Code or any other ordinance of the jurisdiction. 14: The applicant agrees that he or she will hire a licensed plumber to perform the work outlined in this permit. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1900 PLUMBING FINAL 8005 ROUGH -IN PLUMBING CITY OF TUKW. Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov t1,4v L1ke8 °ale - Ai PLUMBING / GAS PIPING 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. 4-1:0 I **Please Print** Site AddressCn Z Tenant Name: M. 14 VAC tipietatZe Naintireb AtiS4s-7O �(J� City: Segja.irc State Zip9t.(/ King Co Assessor's Tax NACIO 3(./) � Suite Number: Floor: New Tenant: ❑ Yes ..No Valuation of Project (contractor's bid price): Scope of Work (please provide detailed information C44C % iO4-42.1C-PotA—) Building Use (per Intl Building Code) - Occupancy (per Intl Building Code): Utility Purveyor: Water Sewer: H:\Applications\Forms-Applications On Line \2011 Applications\Plumbing Permit Application Revised 8-9-11.docx Revised: August 2011 bh Page 1 of 2 Indicate type of plumbing fixtures and/ok -a piping outlets being installed and the quantit, _plow: T4 F ieT� i Bathtub or combination bath/shower Dishwasher, domestic with independent drain _ Shower, single head trap Sinks Rain water system — per drain (inside building) Grease interceptor for commercial kitchen (>750 gallon capacity) Each additional medical gas inlets/outlets greater than 5 Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections (1-5) re t Bidet Drinking fountain or water cooler (per head) Lavatory Urinal Water heater and/or vent Repair or alteration of water piping and/or water treatment equipment Backflow protective device other than atmospheric- type vacuum breakers 2 inch (51 nun) diameter or smaller i Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 xt rc Clothes washer, domestic Food -waste grinder, commercial Wash fountain Water closet Industrial waste treatment interceptor, including trap and vent, except for kitchen type grease interceptors Repair or alteration of drainage or vent piping Backflow protective device other than atmospheric -type vacuum breakers over 2 inch (51 min) diameter Gas piping outlets Iiature e Dental unit, cuspidor Floor drain Receptor, indirect waste Building sewer and each trailer park sewer Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity Medical gas piping system serving 1-5 inlets/outlets for a specific gas Each lawn sprinkler system on any one meter including backflow protection devices Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one extension of time for an additional period not to exceed 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 International Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY O P 'Y : Y THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING Signature: Print Name: ep AA 1 ,.._ a� n Mailing Address: LA kip00 S V3 v..? ED AGE Date:3 _ Day Telephone: 46 2 Co + `i Y J(J City State Zip H:Wpplications\Forms-Applications On Line \2011 Applications\Plumbing Permit Application Revised 8-9-11.docx Revised: August 2011 bh Page 2 of 2 Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $132.93 PG14-0044 Address: 9725 E MARGINAL WAY 5 BLDG 9-101 Apn: 0003400018 $132.93 PLUMBING $126.60 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 $32.50 PERMIT FEE R000.322.100.00.00 $94.10 TECHNOLOGY FEE $6.33 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R1635 R000.322.900.04.00 $6.33 $132.93 Date Paid: Friday, March 28, 2014 Paid By: CONNIE HARDIN HOLADAY PARKS Pay Method: CREDIT CARD 02704G Printed: Friday, March 28, 2014 3:44 PM 1 of 1 CR SYSTEMS INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY -OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project:-1 , Type, of Inspection: Address: r tif� -) i=, ,''; Date Called: i'!1 A 1:,-.. Special Instructions: r / Date Wanted: !/ n f a.rpd Requester: Phone No: -� 7 I t, f .. f (, Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: s t } Inspector: A Date , zz I REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 9-101 ADC-3 HVAC Upgrade Reduced Pressure Zone Assembly resentative Test Cock No 3 Ball Type Test Cocks Test Cock No 2 First Check Module Assembly RECEIVED MAR 31201k fUK4 iiL- pow tC WORKS 009QT-S 009M2QT PrkECCOPY PQ•0+041 r l I. R.P. Zone Relief Valve Assembly NOTICE Second Check Module Assembly Water Outlet Inquire with goveming authorities for local instiltiAn— ct requirements Watts product specifications in U.S. customary units and metric are approximate and are provided for reference only. For precise measurements, please contact Watts Technical Service. Watts reserves the right to change or modify product design, construction, specifications, or materials with- out prior notice and without incurring any obligation to make such changes and modifications on Watts products previously or subsequently sold. Job Name 9-101 ADC-3 HVAC Upgrade Job Location Engineer Approval Developmental Center For Health Hazard Applications CODE Cn�lPH IANCE APPROVED APR 0 3 2014 Series 009 Reduced Pressure Zone Assemblies 3/4" Size Sizes:1/4" - 2" Series 009 Reduced Pressure Zone Assemblies are designed to protect potable water supplies in accordance with national plumbing codes and water authority requirements. This series is designed to protect drinking water supplies from dangerous cross -connections in accordance with national plumbing codes and water authority requirements for non -potable service appli- cations such as irrigation, fireline, or industrial processing. This series features two in -line, independent check valves, cap- tured springs and replaceable check seats with an intermediate relief valve. Its compact modular design facilitates easy main- tenance and assembly access. Sizes Y4" — 1 " shutoffs have tee handles. City c` Tukwi'a 'LOIN ractor Holaday-Parks Ap„royal ES-009 Co tractor's P.O. No Re V SION Features • Single access cover and modular check construction for ease of maintenance • Top entry - all internals immediately accessible • Captured springs for safe maintenance • intemal relief valve for reduced installation clearances • Replaceable seats for economical repair • Bronze body construction for durability 'A" — 2" • Ball valve test cocks — screwdriver slotted Y4" — 2" • Large body passages provides low pressure drop • Compact, space saving design • No special tools required for servicing Specifications A Reduced Pressure Zone Assembly shall be installed at each potential health hazard location to prevent backflow due to backsiphonage and/or backpressure. The assembly shall consist of an intemal pressure differential relief valve located in a zone between two positive seating check modules with captured springs and silicone seat discs. Seats and seat discs shall be replaceable in both check modules and the relief valve. There shall be no threads or screws in the waterway exposed to line fluids. Service of all internal components shall be through a single access bronze cover secured with stainless steel bolts. The assembly shall also include two resilient seated isolation valves, four resilient seated test cocks and an air gap drain fit- ting. The assembly shall meet the requirements of: USC; ASSE Std. 1013; AWWA Std. C511-92; CSA B64.4. Shall be a Watts Series 009. tDoes not indicate approval status. Refer to Page 2 fo approved sizes & models. I�-��►arrs' CITY OF TUKWILA MAR 2 8 2014 PERMIT CENTER Available Models:'/4" - 2" Suffix: QT - quarter-tum ball valves S - bronze strainer LF - without shutoff valves AQT - elbow fittings for 360° rotation 3/4" - 2" only internal Polymer Coating stainless steel ball valve handles 21/2" inlet/outlet fire hydrant fitting (2" valve) PC - SH - HC - Prefix: C - clean and check strainer 3/4" - 1" only U - union connections (see ES-U009) Materials: '/4" - 2" Bronze body construction, silicone rubber disc material in the first and second check plus the relief valve. Replaceable poly- mer check seats for first and second checks. Removable stain- less steel relief valve seat. Stainless steel cover bolts. Standardly furnished with NPT body connections. For optional bronze union inlet and outlet connections, specify prefix U (12" - 2"). Series 009QT fumished with quarter tum, full port, resilient seated, bronze ball valve shutoffs. Air Gaps and Elbows nv,t, upgraae r[eaucea Pressure one Assembly Pressure / Temperature Series 009 'A" - 2" Suitable for supply pressure up to 175psi (12.1 bar). Water temperature: 33°F - 180°F (0.5°C - 75°C). Standards USC ASSE No. 1013 AWWA C511-92 CSA B64.4 IAPMO File No. 1563. tDoes not indicate approval status. See below for approved models. SP Approvals ASSE, AWWA, CSA, IAPMO Approved by the Foundation for Cross -Connection Control and Hydraulic Research at the University of Southern Califomia. UL Classified 3/4" - 2" (LF models only except 009M3LF) MODEL for 909, 009 and 993 sizes DRAIN OUTLET in. mm in. DIMENSIONS A mm in. B mm WEIGHT lbs. kgs. 909AGA '/a"—Ys" 009, 3/4" 009M2/M3 /z 13 23 60 3%e 79 0.625 0.28 909AGC %"-1" 009/909, 1 "-1 Yz" 009M2 1 25 3'/a 83 4'% 124 1.5 0.68 909AGF 11/4"-2" 009M1, 1 Yn"-3" 009/909, 2" 009M2, 4"-6" 993 2 51 43 111 63/4 171 3.25 1.47 909AGK 4"-6" 909, 8"-10" 909M1 3 76 63 162 95 244 6.25 2.83 909AGM 8"-10" 909 4 102 73/e 187 11% 286 15.5 7.03 909ELA 1/a"—'/z" 009, 3/4" 009M2/M3 — — — — — — — — 909ELC %"-1" 009/909 — — 2% 60 23 60 0.38 0.17 * 909ELF 11/4"-2" 009M1, 1 Y4"-2" 009/909, 2" 009M2, 4"-6" 993 — — 35 92 35/e 92 2 0.91 * 909E111 Vertical 21/2"-3" 009/909 — — — — — — — — RECEIVED CITY OF TUKWILA MAR 2 8 2014 PERMIT CENTER B * Epoxy coated 9-101 ADC-3 HVAC Upgrade Reduced Pressure Zone Assembly Dimensions and Weight: IA" - 2" 009 009 '/4" - 2" SIZE in. in. A mm in. B mm in. DIMENSIONS C mm (APPROX.) D in. mm in. L mm in. STRAINER DIMENSIONS M mm N in. mm WEIGHT lbs. kgs. 1/4 10 250 4% 117 33/s 86 1 % 32 5% 140 23/a 60 21h 64 5 2 % 10 250 45/s 117 33%e 86 1 % 32 5% 140 2% 60 2' 64 5 2 'h 10 250 454 117 3%s 86 1 % 32 5'h 140 2% 70 2% 57 5 2 3/4 103/4 273 5 127 3% 89 1 % 38 63/4 171 3%6 81 2%4 70 6 3 1 14%z 368 5% 140 3 76 2% 64 9% 241 3% 95 3 76 12 5 11/4 17% 441 6 150 3% 89 2% 64 113 289 47/,s 113 3% 89 15 6 1' 17% 454 6 150 3'h 89 2% 64 111/s 283 4% 124 4 102 16 7 2 21% 543 73/4 197 4'h 114 3%4 83 13% 343 575/s 151 5 127 30 13 Suffix HC — Fire Hydrant Fittings dimension 'A' = 25" RECEIVED CITY OF TUKWILA MAR 2 8 2014 PERMIT CENTER 9-101 ADC-3 HVAC Upgrade . Capacity Performance as established by an independent testing laboratory.*Typical kPa 138 117 96 76 55 35 psi 20 17 14 1 8 5 pp 0 0 kPa psi 138 20 117 17 96 14 76 11 55 8 35 5 AP 0 .25 .50 0 .95 1.9 2.9 38 4.8 5.7 9.4 11.8 Ipm kPa 172 138 103 69 35 kPa 207 165 124 83 41 0 1/a" 009QT .25 1 .95 1.9 2.9 3.8 4.5 Ipm .60 .75 3/" 009QT 1.17 gpm psi 25 20 .75 1.25 1.50 2.5 3.1 gpm t2" 009QT * 15 10 5 AP 0 psi 30 24 18 12 6 0 02 AP 0 7.6 1 2.5 5 7 5 10 12.5 15 gpm 3.8 9 5 19 28.5 38 47.5 57 Ipm 5 7.5 15 fps 1.5 2.3 4.6 mps 3/ ' 009M3QT * kPa psi 207 30 172 25 138 20 103 15 69 10 35 5 0 0 AP 0 6 10 14 18 22 26 30 34 38 23 38 53 68 84 99 114 129 144 7.5 15 2.3 4.6 * 1" 009M2QT 42 46 gpm 160175 Ipm fps mps 5 10 20 19 38 76 7.5 2.3 30 40 50 114 152 190 15 4.6 WWATrS A Watts Water Technologies Company 60 70 80 gpm 228 266 304 Ipm fps mps Reduced Pressure maximum system flow rate kPa psi 172 25 138 20 103 15 69 10 35 5 0 0 pp 0 0 kPa psi 207 30 172 25 138 20 103 15 69 10 35 5 0 0 AP 207 172 138 103 69 35 0 psi 30 25 20 15 10 5 0 AP p Zone Assembly (7.5 feet/sec., 2.3 meters/sec.) 1 t/a" 009M2QT 10 20 30 40 50 38 76 114 152 190 5 7.5 10 1.5 2.3 3.0 1 t/" 009M2QT * 60 70 80 gpm 228 266 304 Ipm 15 fps 4.6 mps 0 10 20 30 40 50 60 70 80 90 100 110 12 U gpm 0 38 76 114 152 190 228 266 304 342 380 418 456 Ipm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps 2"009M2QT -,r 20 40 60 76 152 228 5 1.5 80 304 7.5 2.3 100 120 380 456 10 3.0 140 160 532 608 15 4.6 180 200 gpm 684 760 Ipm fps mps RECEIVED CITY OF TUKWILA MAR 2 8 2014 PERMIT CENTER M9001-2008 CERTIFIED USA: Tel: (978) 688-1811 • Fax: (978) 794-1848 • www.watts.com Canada: Tel: (905) 332-4090 • Fax: (905) 332-7068 • www.watts.ca ES-009 1318 © 2013 Watts PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG14-0044 PROJECT NAME: BOEING #9-101 DATE: 03/28/14 SITE ADDRESS: 9725 EAST MARGINAL WAY S X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: 0''N-14 Building Division in 11'\ PuTlicWorks IN Fire Prevention Structural Planning Division Permit Coordinator II PRELIMINARY REVIEW: Not Applicable (no approval/review required) REVIEWER'S INITIALS: DATE: 04/01/14 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Notation: DUE DATE: 04/29/14 Approved with Conditions Denied (ie: Zoning Issues) REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 HOLADAY PARKS INC Page 1 of 4 Washington State Department of , Labor & industries HOLADAY PARKS INC Owner or tradesperson PARKS, GERALD T JR Principals PARKS, GERALD T JR NAILON, JUNE ANNETTEO'CONNOR, BONNY KBECK, DAVID CLARENCEVAN DER VEEN, ERIC M (End: 08/14/2013)PIZZEY, GRACE KATHERINE (End: 08/14/2013)VAN DER VEEN, JULIE ELIZABETH (End: 08/14/2013) CONNELL, DANIEL AARON (End: 08/14/2013) GIRI, BUIT (End: 08/14/2013)KIEL, RINALD HOWARD (End: 08/14/2013)WHITMYRE, CHRISTIAN (End: 08/14/2013)NELSON, MICHAEL (End: 11/04/2010)PARKS, DAVID L (End: 11/04/2010)TALBOT, PAUL (End: 11/04/2010) Doing business as HOLADAY PARKS INC WA UBI No. 578 004 089 4600 S 134TH PL SEATTLE, WA98168 206-248-9700 KING County Business type Corporation Governing persons License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. HOLADPI379NO Effective — expiration 01 /21 /1983 — 09/03/2015 Bond LIBERTY MUTUAL INS CO Bond account no. 23000452 $12,000.00 Received by L&I Effective date 08/23/2002 09/01/2002 https://secure.lni.wa.gov/verify/Detail.aspx?UBI=578004089&LIC=HOLADPI379N0&SAW= 04/08/2014 VICI\I-Y NAP 99 o❑ 99 EAST MARGINAL WAY CORPORATE PARK FROM SEATTLE-TACOMA AIRPORT DEVELOP PROJECT SITE FROM DOWNTOWN SEATTLE 900 EXIT 158 vBOEING ACCESS RD 599 TUKWILA VE\TAL CE\TER EXIT 157 FROM KENT & AUBURN NO SCALE EXIT 157 900 SCOPE OF WO ADDITION OF MECHANICAL PLATFORM. REPLACEMENT OF AIR HANDLING UNIT AND MINOR FINISH UPGRADES. A REVISIONS No changes shalt be made to the scope of work without prior approval of Tukwila Building Division. NOTE: mayRevisions includewill require plan additional plan review fees. K'LA E SE'VI ILDIN 09-101 C HVAC UPGRADE BOEING DEVELOPMENTAL CENTER 9725 EAST MARGINAL WAY SOUTH TUKWILA, WASHINGTON 98108 AHA N AP 3UILD1\G ADDESS: 9725 EAST VAKI\AL WAY SOUTH TU<WILA, WASHI\GTE\ NO SCALE GE\EAL OTES A CONSTRUCTION SET OF DOCUMENTS, REVIEWED STAMPED BY THE CITY OF TUKWILA BUILDING DEPARTMENT MUST BE ON SITE DURING CONSTRUCTION. DO NOT PROCEED WITH CONSTRUCTION WITHOUT ABOVE MENTIONED SET OF DOCUMENTS. 1. THE GENERAL CONTRACTOR SHALL VISIT THE SITE AND VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS SHOWN ON THE DRAWINGS WITHIN THE AREA OF WORK BEFORE COMMENCING ANY WORK AND ENSURE THAT THE JOINING OF THE WORK OF VARIOUS TRADES MEETS APPROPRIATELY. THE CONTRACTOR SHALL BRING DISCREPANCIES ON THE DRAWINGS OR SPECIFICATIONS TO THE ATTENTION OF THE BOEING PROJECT CONSTRUCTION MANAGER IMMEDIATELY UPON DISCOVERY ONLY IF THEY REQUIRE DESIGN REVISIONS. 2. COORDINATE THE WORK OF ALL TRADES. REFER TO ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS IN DETAIL FOR COORDINATION OF SPECIFIC TRADE REQUIREMENTS. COORDINATE ALL ROUGH -IN REQUIREMENTS FOR MATERIALS OR EQUIPMENT FURNISHED BY CONTRACTOR OR BY OTHERS FOR THIS PROJECT. 3. ASBESTOS NOTIFICATION: A GOOD FAITH SURVEY OF THE WORK AREA HAS BEEN CONDUCTED AND ASBESTOS CONTAINING MATERIAL WAS NOT DISCOVERED OR WILL BE REMOVED PRIOR TO THE BEGINNING OF THE WORK FOR THIS PROJECT. A COPY OF THE REPORT OF THE SURVEY WILL BE FURNISHED TO THE CONTRACTOR AT THE TIME OF BIDDING OR NEGOTIATIONS. DO NOT REMOVE, DAMAGE OR DISTURB ANY ASBESTOS MATERIAL ADJACENT TO THE WORK AREA. CONTACT BOEING FACILITIES DEPARTMENT IF ASBESTOS CONTAINING MATERIAL IS DISCOVERED OR DAMAGED THAT IS REQUIRED TO BE REMOVED TO SUPPORT THE WORK OF THIS PROJECT. 4. THE GENERAL CONTRACTOR SHALL OBTAIN AND MAINTAIN A FULL SET OF CONSTRUCTION DOCUMENTS ON SITE. THIS SET SHALL BE MARKED UP (RED -LINED) DAILY WITH ANY ACTUAL WORK OR INSTALLATIONS DIFFERING FROM THE CONSTRUCTION DOCUMENTS. SAID SET SHALL BE TURNED OVER TO THE BOEING CONSTRUCTION PROJECT MANAGER AT THE COMPLETION OF THE WORK FOR INCORPORATION INTO BOEING RECORD DOCUMENTS. REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 3 2014 City of Tila BUILDING !SION DESIG\ TEA V OWNER: Q,�BOE/NG° o'— ARCHITECT STRUCTURAL MECHANICAL ELECTRICAL SEPARATE PERMIT REQU RED FOR: Mebhanicai Electrical 0 Plumbing Tilibas Piping City of Tukwila t BUILDING DIVISION_ 4. BOEING DEVELOPMENT CENTER 9725 EAST MARGINAL WAY SOUTH TUKWILA, WASHINGTON 98108 PROJECT MANAGER JOHN MURDOCH 253-657-0868 ROLLUDA ARCHITECTS 105 SOUTH MAIN STREET, SUITE 323 SEATTLE, WASHINGTON 98104 ALEXANDER CLARK AIA (425) 624-4222 CASPER, PHILLIPS & ASSOCIATES 6830 19TH STREET WEST TACOMA, WASHINGTON 98466 TOM HUBBELL, P.E., S.E. (253) 318-4502 SAZAN GROUP 600 STEWART STREET, SUITE 1400 SEATTLE, WASHINGTON 98101 RICK WILTON (206) 267-1700 SAZAN GROUP 600 STEWART STREET, SUITE 1400 SEATTLE, WASHINGTON 98101 SOPHIE LIM (206) 267-1700 CODE SUM VARY LAND USE CODE BUILDING CODES OCCUPANCY GROUP CONSTRUCTION TYPE FLOOR AREAS: BUILDING FOOTPRINT TUNNEL FIRST FLOOR MEZZANINE SECOND FLOOR BUILDING GROSS TUKWILA 2012 I.B.C. CODES AND THE WAC 51-20 AS ADAPTED OR AMENDED BY LOCAL ORDINANCES, AND COMPLIANCE WITH CITY OF TUKWILA ZONING. GROUP B AND GROUP F, DIVISION 1 (OFFICE AND FACTORY) TYPE II-B, NON-COMBUSTIBLE SEPARATION 60 FEET (MINIMUM ALL SIDES) 1,116,306 (UNLIMITED PER IBC 507.3) 713,829 50,910 713,829 55,689 295,878 1,116,306 AFFECTED AREA EXTERIOR AREA OF APPROXIMATELY 3,000 SQ. FT. BUILDING HEIGHT STORIES OCCUPANT LOAD: HANDICAPPED REQUIREMENTS FIRE PROTECTION SEISMIC DESIGN CATEGORY: WIND EXPOSURE: 111 FT. MAXIMUM 2 OVERALL (NO CHANGES) BARRIER FREE FULLY AUTOMATIC, F/S CLASS 1 SPRINKLERS THROUGHOUT D C FIL# COPY . Permit tick 1- Li Plan review approval is Approval of �n�� subjed toerrorsand omissions, the violation of any at��pf�Iimenu does not airlff�- ; .- 3 >ac3 code lira �f �p or ordinance. Res`.=:,:i:1 is acknowledgeci BUILDING Of Tukwila DIVISION NAWI\G I\DEX SHEET NO. ARCHITECTURAL 09-101-GO 09-101-G1 09-101-1A18R 09-101-1A14 09-101-1A18 09-101-1A24 09-101-1A288 09-101-1 A294 09-101-A359 09-101-A382 STRUCTURAL 09-101-S2f 09-101-S2g 09-101-1 S74 09-101-S466 09-101-S631 09-101-S632 09-101-S633 09-101-S634 MECHANICAL 09-101-MOA 09-101-MOB 09-101-1M18R 09-101-1 M24R 09-101-1M74R 09-101-1 M 118R 09-101-1M18 09-101-1M24 09-101-1M68 09-101-1M74 09-101-1M118 09-101-1M124 09-101-1M268 09-101-M1M 09-101-M318 09-101-M621 09-101-M622 ELECTRICAL 09-101-1E24 09-101-1 E64 09-101-1 E67 09-101-1 E68 09-101-1E74 09-101-1E118 09-101-1 E124 09-101-1E418 SHEET NAME COVER SHEET SYMBOLS, ABBREVIATIONS & GENERAL NOTES PARTIAL FLOOR PLAN - REMOVAL PARTIAL FLOOR PLAN PARTIAL FLOOR PLAN PARTIAL FLOOR PLAN REFLECTED CEILING PLAN REFLECTED CEILING PLAN ROOM FINISH SCHEDULE INTERIOR ELEVATIONS GENERAL NOTES GENERAL NOTES PARTIAL FIRST FLOOR SLAB PLAN PARTIAL PLANS - ELEVATED HVAC PLATFORM MISCELLANEOUS DETAILS MISCELLANEOUS DETAILS MISCELLANEOUS DETAILS MISCELLANEOUS DETAILS HVAC - LEGENDS & ABBREVIATIONS PIPING LEGEN AND ABBREVIATIONS DUCTWORK PLAN - FIRST FLOOR - REMOVAL DUCTWORK PLAN - FIRST FLOOR - REMOVAL HVAC PIPING PLAN PLUBMING PLAN - REMOVAL DUCTWORK PLAN - FIRST FLOOR DUCTWORK PLAN - FIRST FLOOR HVAC PIPING PLAN - FIRST FLOOR HVAC PIPING PLAN - FIRST FLOOR PLUMBING PLAN - FIRST FLOOR PLUMBING PLAN - FIRST FLOOR FIRE PROTECTION FIRST FLOOR PLAN EQUIPMENT SCHEDULES SEQUENCE OF OPERATIONS AHU DETAILS SECTIONS & DETAILS LIGHTING PLAN - FIRST FLOOR 208Y/120V POWER PLAN - FIRST FLOOR 208Y/120V POWER PLAN - FIRST FLOOR 208Y/120V POWER PLAN - FIRST FLOOR 208Y/120V POWER PLAN - FIRST FLOOR 480Y/277V POWER PLAN - FIRST FLOOR 480Y/277V POWER PLAN - FIRST FLOOR COMMUNICATIONS PLAN REVISION V E V L A A K B A J K B D A J S C S V X B RECEIVED CITY OF TUKWILA MAR 2 8 2014 PERMIT CENTER 11+- 00)19 21406-W01969369 ISSUED FOR CONSTRUCTION 10.25.13 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE A 09-101 BETTERMENTS(WP-1 ENTRY & CANOPY DCA-9-05013 DLR GROUP LS 12.19.05 RECORD DRAWING DCA-9-05013 DLR GROUP LM/LS 12.19.08 B 9-101.1 ADC HVAC UPGRADE 21406—W01969369 RAI/AF 10.25.13 etao REOSTER13) ISTATE OF WASHFOTON 1 ACCEPTABI LITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN ROLLUDA ARCH DATE 10.25.13 CHECKED SUBTITLE COVER. SHEET CURRENT REVISION W01969369 SYMBOL DATE 10.25.13 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED TITLE ADC HVAC UPGRADE BUILDING 09-101 SHEET GO JOB NO. COMP NO. DUARTEE: 1/28/2013 11:57:52 AM APPROVED ARCHITECTURAL MASTER DEV. CENTER, WA DWG NO. 09-101-GO LEGE\ D cV UTILITY SINK 24X36X14 1/2" HW & CW TO FOOT VALVE FOR SINK - SINK HOT WATER HEATER A.O.SMITH MODEL ELJF50, 4500WATTS " 1/2"A D SEE DETAIL (3 PLACES 1 M 124 4525-M2 1/2" 171 1/2" A Ili " A i 1 /2" —I<1v 1 2 v 1 I SAND<BLASTER CW 16 GAL PORTABLE EYE WASH 11 1-1/2" 1M124 4546-M1 1 1 /4"CW UNDER FLOOR 1 1/4" 1/2" 1" NTERCEPTOR 15W)c18Lx15D (If —J SEDNKCHE MUCTae SYSIU 5x 5' 5 HP 4OOV, 3 PH U 1 1 /4"tip VAC- 1 �4" EMERGENCY EYEWASH �1 1/4"i A 1 1/4"A DN TO 8'-1" AFF A ICI 3/4" A GROB AND SAW (ST J&S SURFACE GRINDER 2" EE ALONG FLOO W/SLOPED R MP SEE DETAI 1 M124 U EL 34.83' Lo v SURFACE TREE MILL (5 PLACES) > 4525-M3 Y U' EL 33-I 'RUN ALONG THE EXISTING UNISTRUT MAZAK 3 AXIS MACHINE CENTER 1 /2" 1 /2" 1f2" 1NNaN3d 14'-0" EMERGENCY EYEWASH A 1711 t cV A Xi 3/4"COPPER TO 2ND FLOOR OLE PUN SEE DETAIL 1M124 4525-M3 mn U C•1 0 O V 1 /2" PUMPED D.F. D}MA1N TO SIN © COL M 10" CW EL 33.09' EMERGENCY EYE WASH 3/4" ALL CA & VAC BRANCHES Y2" UNLESS OTHERWISE NOTED 3/8"DUPLEX Y "C 2 1 " VAC DN. TO (3) C I 2" VAC DROPS SNAPTITE VEAC8 9012 •6 M124 M622 CONTROL PANEL (REF.) VFD'S (REF.) A ] Y" DN IN WALL. CAPS CONNECT TO FAUCEI LF 1 (1) DYNAEQUIP DC2 COUPLER 3/4" 1/2" DN IN WALL TO FILM PROCESSOR THERMOSTAT MIX DN TO FUNNEL DRAIN (TYP 2) 3/4" D.I. WATER Z (REF.) / AH 2N13 I D■II I I II t�� ix iI Pdq - ,VIDE r i/ i . 3/4" PW -' D.I. BOTTLE CABINET (REF) 4 (E) LITTLE GIANT MP 'UMP A EL 33.09' 1 M 124 2" 2" DRAIN TO SINK ALONG WALL EL 28 3/4"� U 1/2" AC UNIT �r- W 1 1 3/4" 1/2" DN IN WALL TO FILM PROCESSOR THERMOSTATIC MIX VALVE SEE DETAIL /1" 1 1M121- FOR CONTINUATION SEE DWG 4420—M2 1 /2" DRAIN �--� EL 34.50' 1 2"-� r} ® q EL 34.50' .I� ._ 0 O1 S-2" ( 4525-M3 REVIEVMP FORCE CODE CO APPROVED APR 0 3 2014 City of Tukwila BUILDING DIVISION 21406-W01969369 ISSUED FOR CONSTRUCTION 10.25.13 A CW D G HW PW IWP V RWL SAN VAC COMPRESSED AIR DOMESTIC COLD WATER DRAIN GAS DOMESTIC HOT WATER SUPPLY PROCESS WATER INDUSTRIAL WASTE PUMPED VENT RAIN WATER LEADER SANITARY WASTE PROCESS VACUUM GE \EAL \OTES 1. COMPRESSED AIR PIPE:.TYPE L COPPER, ASTM B88. COMPRESSED AIR FITTINGS: PROPRESS OR SWEAT SOLDER SOCKET. 2. AIR AND VACUUM PIPING ABOVE ROOM ALONG COLUMN LINE "M" DRAWN PER 4420 M2. BRANCHES ARE GENERALLY ABANDONED UNLESS AN AIR OR VACUUM OUTLET SYMBOL IS SHOWN. 3. CONDENSATE DRAIN PIPING SHALL BE HARD DRAWN COPPER TUBING, ASTM B88, TYPE L ASSEMBLED WITH WROT COPPER SOLDER JOINTS FITTINGS AND 95-5 TIN/ANTIMONY SOLDER PER ASTM B32 GRADE 50A. 4. INSULATE ALL DRAIN PIPING WITH 2" THICK GLASS FIBER INSULATION WITH ALL SERVICE JACKET, ASTM C547. USE HEAT BONDING OR PRESSURE TAPE TO CLOSE INSULATION. STAPLES ARE PROHIBITED. CONDENSATE PUMP: LITTLE GIANT VCMA-15UL, 1/50 HP, 115V/60/1, 50 GPH © 5'. 6 > REDUCED PRESSURE ZONE ASSEMBLY: WATTS MODEL 009. BALL VALVE: NIBCO MODEL S-585-70. ' EFEH\CE DAWI\GS 109-101-4420 M2 CO\ST.UCTIO\ \CTES PROVIDE (N) 1" INSULATED TYPE L COPPER CONDENSATE DRAIN PIPING. TERMINATE AT (N) CONDENSATE PUMP. SLOPE PIPE AT 1/4" PER FOOT MINIMUM. PROVIDE 3/4" DRAIN CONNECTIONS TO HUMIDIFIER AND DRAIN PAN. PROVIDE (N) CONDENSATE PUMP. POC OF (N) 1 /2" PUMPED DRAIN PIPE TO (E) 1 /2" PUMPED DRAIN PIPING. PROVIDE TWO (N) CHECK VALVES; NIBCO S-413. PROVIDE (N) 3/4" PW TO (N) D.I. BOTTLE CABINET. CONNECT TO (E) CW. PROVIDE (N) REDUCED PRESSURE DEVICE AND ROUTE DRAIN DOWN TO FUNNEL DRAIN ON FIRST FLOOR. RECEIVED CITY OF TUKWILA MAR 2 8 2014 PERMIT CENTER AZAN GROUP 600 Stewart St., Ste 1400 Seattle, Washington 98101 Tel 206.267.1700 Fax 206.267.1701 19 (MV)' Y' T T T ��: 1M110 1M111 1M112 1M113 1M114 1M115 1M116 1M117 1M118 1M119 1M120 1M121 1M122 1M123 /1M120 1M125 1M126 1M127 SCALE: 1 /8"=1'- 5 SYM K CFAC CONSOLIDATION REVISION 57822000 BY HARR APPROVED RWS DATE 01/25/08 SYM Q REVISION INSTALL POWER AND AIR DROPS K-1 1 W1624326 BY SAZAN/SS L M N P CABINET & CABLE SHOP RELOC. ADD DRAIN PUMP TO J-13 SINK EPME DESIGN CEILING AIR DROP & POWER CMM RELOCATION 18040606 9048615 10885518 11622265 HARR HARR M.WONG M.WONG RWS RWS RWS 10/28/08 06/08/09 07.13.10 03.24.11 R S J 9-101 FREIGHT ELEVATORS ADC HVAC UPGRADE ADD AIR DROP IN ROOM 11 N 13 W1967797 21406—W01969369 6083381 SAZAN/GB SAZAN/FPW HARR APPROVED DATE 04.25.13 09.23.13 10.25.13 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN CHECKED ENGINEER CHECKED APPROVED DATE SUBTITLE TITLE MECHANICAL MASTER PLUMBING PLAN ADC HVAC UPGRADE BUILDING 09-101 COL. J-N/11-15 DEV. CENTER, WA CURRENT REVISION 21406-W01969369 SYMBOL DATE 10.25.13 SHEET 1M124 JOB NO. COMP NO. DWG NO. 09-101-1M124 CONTROL PANEL VFD (TYP 2) 24X24 VAC CW A- i CD 24X24 CHWS&R HWS&R 18X36 I PLATFORM 10'-0" SQUARE CEILING DIFFUSER BRANCH DUCT SUPPLY DUCT f VOLUME DAMPER (TYP) CEILING CEILI\G DIFFUSES DETAIL �1 SCALE: NTS MAIN C/A OR VAC. HEADER (BMI PIPE) BAND -IT #CP-311 HOSE CLAMP (TYP 4) 1 M24 M622 DICKSON OR MACRO -TECHNOLOGIES HOSE HOSE, 1/2" MPT X 1 /2" HOSE BARB (TYP 2) BOSTON PERFORMER OR MACRO -TECHNOLOGIES 1/2" HOSE RATED TO 250 PSIG OR 29" HG KELLEMS GRIPS USE IRON PIPE & MALLEABLE IRON FITTINGS BELOW S.O.V. HOSE D �oP KELLEMS SAFETY SPRING 1/2"BALL VALVE MOUNTING HEIGHT: 7'-0" ABOVE FLOOR SCALE: NTS 1M118 M622 SECTION / "_1'-O" 4 1/2" FPT LOCKING 150# BALL VALVE WATTS #B-OR EQUALL/#B-6000LH 3/8"x 3/8"x 1 /2" IPS REDUCING TEE CEJN 10-310-1454 3/8" MPT x 1 /4" SOCKET QUICK DIS- CONNECT (2 PLACES) PITCH DOWN TOWARD DRAIN CLEAN OUT 1 M241M622 DRAIN LINE SHALL BE AT LEAST THE SAME SIZE AS THE NIPPLE ON THE DRAIN PAN (3/4") MIN. OPEN VENT TO CONDENSATE PUMP DRAIN PAN UNIT TYPE A B BLOW THRU 1" MIN. FAN OUTLET PRESSURE ("WC) + 1" MINIMUM DRAW THRU 1" MIN. FAN INLET PRESSURE ("WC +1") / 2 AR HA\DLI SCALE: NTS SYMBOL: -® SCALE: NONE STD 1 /2" 3 SCALE: NONE G U\IT DAIN TRAP DETAIL (2� 1M124 M622 KINDORF C-105 PIPE CLAMP 1 /2" IPS x 4" OR EQUAL LONG NIPPLE 3/8" IPS STREET ELBOW (2 PLACES) UPLEX AID D�OP — WALL A\CH WITH 1/4° SOC V 4'-6" FROM FLOOR NOTES 1. MSS ASSY: STDP09 2. ALL FIGS MALL IRON OU\TED SETS (5 1M118 M622 8 > CONTROL VALVE �.� CIRCUIT SETTER THERMOMETER (TYP) CHWR 6 > BALL VALVE (TYP) CHWS 1--►� PUMPED CONDENSATE UP TO HARDLID AAV (TYP) CONTROL VALVE W� CIRCUIT SETTER ( THERMOMETER (TYP) 10 HWR y.----- PRESSURE GAUGE (TYP) .T I CPS I al10 HWS STRAINER CONDENSATE PUMP AP " CONDENSATE DRAIN SLOPE 1/4" PER FT HOT WATE COOLI\ HEATI\ c COIL CO\ G & CHILLED WATE ECTIO\ DETAIL SCALE: NTS WALL OR STRUCTURE (REF) WALL BOARD ANCHOR SCREW AND WASHER MOLLY BOLT OR EXPANDING TYPE ANCHOR (2 PLACES) B-LINE B-22 CHANNEL OR EQUAL 2"CW, SEE FLOOR PLAN MIN. 24" AFF HARD LIDMAX. 60" AFF AIR GAP FITTING EDUCED PESSU 3AC4FLOW PEEVE 1M74- M622 REDUCED PRESURE BACKFLOW PREVENTER ASSEMBLY FD \TR DETAIL SCALE: NONE 3/4"CW 1 M 12[M 622 REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 3 2014 City of Tukwila BUILDING DIVISION LEGE\� GE\E SAL \OTES AUTOMATIC AIR VENT (AAV): BRASS VENT RATED TO 150 PSIG, i" NPT, TACO MODEL 409. PRESSURE GAUGE: 4-1/2", DIAL - WHITE ALUMINUM WITH BLACK MARKINGS, WINDOW - GLASS, POINTER BLACK ALUMINUM, SOCKET - BRASS, BOURDON TUBE - PHOSPHOR BRONZE C TUBE, ACCURACY - 1.0% ASME B40.1 GRADE 1A, RANGE: 0-100 PSI, CONNECTION i"NPT, WEISS MODEL 4PG-1. SNUBBER: MODEL PSN-S-50. NEEDLE VALVE: MODEL 5ONVBR. THERMOMETER: 6" CASE, GLASS WINDOW, BRASS CONSTRUCTION, ANGLE FORM, THERMOWELL, WEISS MODEL 5AS2-240 (HOT WATER), MODEL 5AS2-120 (CHILLED WATER). WYE STRAINER: CAST BRONZE, SCREWED, CLASS 250, 20 MESH, 304 SS SCREEN, MUELLER MODEL 352M. BALANCE VALVE: VICTAULIC TA SERIES 787. 6 > BALL VALVES: TWO PIECE, FULL PORT, BRONZE TRIM, 600 PSI CWP, MSS-SP-110, NIBCO T-585-70. HOT WATER CONTROL VALVE: TWO WAY, CHROME PLATED BALL, BRASS STEM, CHARACTERIZED BALL TYPE, BELIMO MODEL B207(B), 4", CV=0.3, NON -SPRING RETURN. 8 > CHILLED WATER CONTROL VALVE: TWO WAY, CHROME PLATED BALL, BRASS STEM, CHARACTERIZED BALL TYPE, BELIMO MODEL B214(B), i", CV=7.4, NON -SPRING RETURN. 1 9 > FLEXIBLE CONNECTOR: BRAIDED FLEXIBLE METAL FLANGED CONNECTOR, 321 SS HOSE, 304 SS OUTER BRAID, 150# CS FLAT FACED FLANGES, KINFLEX MODEL BFMC-FFF. EFRE\CE DAW\CS CO\STUCTIO\ \ OTES RECEIVED CITY OF TUKWILA MAR 2 8 2014 PERMIT CENTER 21406-W01969369 ISSUED FOR CONSTRUCTION 10.25.13 SAZAN GROUP 600 Stewart St., Ste 1400 Seattle, Washington 98101 Tel 206.267.1700 Fax 206.267.1701 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ADC HVAC UPGRADE 21406—W01969369 SAZAN/FPW 10.25.13 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN DATE CHECKED SUBTITLE SECTIONS & DETAILS CURRENT REVISION 21406-W01969369 SYMBOL DATE 10.25.13 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE ADC HVAC UPGRADE BUILDING 09-101 SHEET M622 JOB NO. COMP NO. DWG NO. Expires: 06/29/14 MECHANICAL MASTER DEV. CENTER, WA 09-101-M622