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Home My WebLink AboutPermit M19-0199 - KING COUNTY METRO TRANSIT / BUILDING EXPANSION - HVAC SYSTEM AND VEHICLE EXHAUST SYSTEMKING COUNTY METRO TRANSIT 12400 E MARGINAL WAY S Apn: 7340600480 FINALED 07/07/2021 M19-0199 Parcel No: Address: �-\ �.� �~^�«« °~� Tukwila °~U~� ��n v ��m^�w�oa Department mFCommunity Development 6300SomthcenterBoulevard, Suite #1D0 Tukwila, Washington 98%8O Phnne:2U6'431'3670 Inspection Request Line; 206'438'9350 Web site: htto://www.TukwilaWA.gov MECHANICAL PERMIT 7340600480 Permit Number: K419'0199 Project Name: KING COUNTY METRO TRANSIT Issue Date: 1/9/20I0 Permit Expires On: 7/7/2020 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: License No: Lender: Address: KING COUNTY -TRANSIT 201S JACKSONST#4l7,S[ATTLE, WA, 98104 3D2OSOUTH JUNETT,TACOMA WA, 98409 SCOTT & FROM CO INC ''^ Phone: (253)473-6644 Expiration Date: 1/11/2021 DESCRIPTION OF WORK: PROVIDE AND INSTALL HVAC SYSTEM AND VEHICLE EXHAUST SYSTEM IN NEW BUILDING Valuation of Work: $723,800.00 Type ofWork: NEW Fuel type: GAS Fees Collected: $7'770.66 Electrical Service Provided by: SEATTLECITY LIGHT Water District: 125 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 2015 2015 2015 2015 National Electrical Code: VVACities Electrical Code: VVA[296-468: Code: ermit Center Authorized Signature: /� Dated—~� ~,-) 0)_0 ^' 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 orlocal laws regulating construction orthe performance ufwork. |amauthorized tosign and obtain this development permit and agree permit, Signature: Print � Date: 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 orabandoned for aperiod of18Odays from the last inspection. PERMIT CONDITIONS: }: The attached set of mechanical plans have been reviewed by The Tukwila Fire Marshals Office and are acceptable with the following concerns: 2: H.V.AI. units rated at greater than 2,000 chn requireauto'shutdown devices. These devices shall be separately zoned in the alarm panel and local U.L. central station supervision is required. (City Ordinance #Z437) 3: M.V.AI. systems supplying air in excess ofZ'DDOcubic feet per minute toenclosed spaces within buildings shall beequipped with anautomatic shutoff, Automatic shutoff shall beaccomplished byinterrupting the power source nf the air -moving equipment upon detection of smoke in the main return -air duct served by such equipment. Smoke detectors shall be labeled by an approved agency for air -duct installation and shall be installed in accordance with the manufacturer's installation instructions. (|MC6O6.l'6O6ll) 4: Remote indicator lights are required onall above ceiling smoke detectors. (City Ordinance #2437) 5: Duct detectors shall send asupervisory signal only upon activation. (City Ordinance #2437) 6: All new fire alarm systems n,modifications toexisting systems shall have the written approval ofThe Tukwila Fire Prevention Bureau. Nowork shall commence until a fire department permit has been obtained. (City Ordinance #2437)(|F[90I.Z) 7: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project, O: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #Z436and #2437) A: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval ofsuch condition orviolation. 10: These plans were reviewed byInspector 5l1. |fyou have any questions, please call Tukwila Fire Prevention Bureau at(ZO6)575'4407. lI: All permits, inspection record card and approved construction documents shall bekept atthe site ufwork and shall be open to inspection by the Building Inspector until final inspection approval is granted. 12: Manufacturers installation instructions shall be available on the job site at the time of inspection. 13: Except for direct -vent appliances that obtain all combustion air directly from the outdoors; fuel -fired appliances shall not belocated in, nrobtain combustion air from, any of the following rooms n,spaces: Sleeping rooms, bathrooms, toilet rooms, storage closets, surgical rooms. 14: Equipment and appliances having an ignition source and located in hazardous locations and public garages, PRIVATE GARAGES, repair garages, automotive motor -fuel dispensing facilities and parking garages shall be elevated such that the source of ignition is not less than 18 inches above the floor surface on which the equipment orappliance rests. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1400 FIRE FINAL 1800 MECHANICAL FINAL 0609 P|PE/DU[T|NSULAT|ON 070I K0UGH'|NK4ECHAN|[AL CITY OF TUKW1 Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Mechanical Permit No. i" i l q^ 0 (r Project No. Date Application Accepted: Date Application Expires: S') I (For once use only) MECHANICAL PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **please print** SITE LOCATION King Co Assessor's Tax No.: 7340600480 Site Address: 12400 East Marginal Way South Tenant Name: King County Metro Transit Suite Number: PROPERTY OWNER Name: King County Address: 2015 Jackson St MS KSC-TR-0435 City: Seattle State: WA Zip: 98104 CONTACT PERSON — person receiving all project communication Name: Doug Nugent Address: 3820 South Junett City: Tacoma State: WA Zip: 98409 Phone: 253-473-6644 Fax: 253-473-3992 Email: doug@scottandfrom.com Floor: New Tenant: ❑ Yes 12 ..No MECHANICAL CONTRACTOR INFORMATION Company Name: scot & From Co., Inc. Address: 3820 South Junett City: Tacoma State: WA Zip: 98409 Phone: 253-473-6644 Fax: 253-473-3992 Contr Reg No.: SCOTTI*225DZ ExpDate:7/11/21 Tukwila Business License No.: Valuation of project (contractor's bid price): $ 723,800 Describe the scope of work in detail: Provide and install HVAC System and Vehicle Exhaust System for Metro Transit South Base Expansion Project. Building Permit #PW19-0047 Use: Residential: New 0 Replacement ❑ Commercial: New ® Replacement ❑ Fuel Type: Electric ® Gas ® Other: H:\AppticationsWorms-Applications On Line\2016 ApplicationsWe hanical Permit Application Revised 1.4-16Aocx Revised: January 2016 bh Page 1 of 2 r- Indicate type of mechanical work being installed and the quantity below: Unit Type Qty Furnace <100k btu Furnace >100k btu Floor furnace Suspended/wall/floor mounted heater 9 Appliance vent Repair or addition to heat/refrig/cooling system Air handling unit <10,000 cfm Unit Type Qty Air handling unit >10,000 cfm Evaporator cooler Ventilation fan connected to single duct 4 Ventilation system 6 Hood and duct Incinerator — domestic Incinerator — comm/industrial Unit Type Qty Fire damper 5 Diffuser 86 Thermostat Wood/gas stove Emergency_zenerator Other mechanical equipment Boiler/Compressor Qty 0-3 hp/100,000 btu 3-15 hp/500,000 btu 15-30 hp/1,000,000 btu 30-50 bp/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 dli(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-10pm); • 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. BUILDING OWN R UTHORIZED AGENT: Date: ( /II / Signature: Print Name: Mailing Address: 3 Tv 441 Day Telephone: '2. \-3 11'7 1- 6C T Lzed 0,17 ‘441- Yq-1 City State Zip HiAApplicationsTorms-Applications On Line\21116 ApplicationsVvtechanical Permit Application Revised 1-4-16.docx Revised: January 2016 66 Page 2 of 2 JL Cash Register Receipt City of Tukwila Receipt Number 149262 DESCRIPTIONS PermitTRAK ACCOUNT 1 QUANTITY :..1 PAID $7,770.66 M19-0199 Address: 12400 E MARGINAL WAY S Apn: 7340600480 $7,770.66 MECHANICAL $7,471.79 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $33.15 PERMIT FEE R000.322.100,00.00 0.00 $5,944.28 PLAN CHECK FEE R000.322.102,00.00 0.00 $1,494.36 TECHNOLOGY FEE $298.87 TECHNOLOGY FEE TOTA FEES PAID BY RECEIPT: R19262 R000,322,900.04.00 0.00 = $298.87 $7,770.66 4 Date Paid: Wednesday, December 11, 2019 Paid By: SCOTT & FROM CO INC Pay Method: CHECK 125792 Printed: Wednesday, December 11, 2019 9:53 AM 1 of 1 CI71/11 _ Permit Inspections City of Tukwila Permit Number: M19-0199 Applied: 12/11/2019 Approved:1/4/2020 Issued: 1/9/2020 Finaled: 7/7/2021 Status: FINALED Parent Permit: Parent Project: Details: Description: KING COUNTY METRO TRANSIT Site Address: 12400 E MARGINAL WAY S City, State Zip Code:TUKWILA, WA98168 Applicant: KING COUNTY METRO TRANSIT Owner: KING COUNTY -TRANSIT Contractor: SCOTT & FROM CO INC PROVIDE AND INSTALL HVAC SYSTEM AND VEHICLE EXHAUST SYSTEM IN NEW BUILDING iligiCP INSPECTIONS SCHEDULED DATE COMPLETED DATE TYPE INSPECTOR RESULT REMARKS 12/9/2020 AM 12/9/2020 ROUGH -IN MECHANICAL Bill Centen PARTIAL APPROVAL 360-520-0646 Notes: Mechanical rough in is approved - Ok to insulate Ducts 1. Provide approved plans onsite at next inspection. 3/1/2021 AM 3/2/2021 MECHANICAL FINAL Bill Centen NOT APPROVED 360-520-0646 Notes: 1. Need Fire Alarm and Fire Final approval. 2. At Fire Alarm inspection w/ Fire Department will need to see the activavation of both Motorized Dampers and Fire Dampers (Which are "in" the duct). Schedule Building and Fire Final together "if possible". 6/10/2021 ROUGH-I6/10/2021 MECHANICAL Bill Centen APPROVED 360-520-0646 Notes: - 6/10/2021 AM 6/10/2021 MECHANICAL FINAL Bill Centen NOT APPROVED 253-691-0480 Notes: 1. Need Fire alarm and Fire final approval. 2. Provide air balance report 3. Need main Electrical final approval 6/22/2021 6/22/2021 FIRE ALARM Patrick Smith APPROVED Notes: Approved - verified shutdown and supervisory alarm 6/22/2021 6/22/2021 FIRE FINAL Patrick Smith APPROVED Notes: Approved -verified system shutdown and supervisory @ panel 6/23/2021 AM 6/23/2021 MECHANICAL FINAL Bill Centen PARTIAL APPROVAL 425 295 4166 Notes: 1. Pending Air Balance report Printed: Tuesday, 19 October, 2021 1 of 2 rk SUPERION Permit Inspections City of Tukwila 7/6/2021 AM 7/7/2021 MECHANICAL FINAL Bill Centen APPROVED 425-295-4166 Notes: 7/7/2021 AM 7/7/2021 PIPE DUCT — INSULATION Bill Centen APPROVED 253-409-4005 Notes: Printed: Tuesday, 19 October, 2021 2 of 2 SUPERION 9ERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M19-0199 DATE: 12/11/19 PROJECT NAME: KING COUNTY METRO TRANSIT SITE ADDRESS: 12400 E MARGINAL WAY S X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: uilding Oscion Public Works Fire Prevention Structural Planning Division Permit Coordinator di PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 12/12/19 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved r Approved with Conditions Corrections Required Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 01 09/20 Notation: REVIEWER'S NIT A S: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: 12/18/2013 11.,.1,1111D' CA/Labor & Industries (https://lni.wa.gov) Contractors F.COTT & FROM CO INC Owner or tradesperson Principals NUGENT, DOUGLAS PAUL, PRESIDENT NUGENT, KAREN ANN, VICE PRESIDENT NUGENT, PAUL W, SECRETARY (End: 06/23/2011) NUGENT, MARVIN DUANE, PRESIDENT (End: 07/25/2019) Doing business as SCOTT & FROM CO INC WA UBI No. 600 270 220 3820 S JUNETT ST TACOMA, WA 98409 253-473-6644 PIERCE County Business type Corporation Governing persons DOUGLAS NUGENT MARVIN D NUGENT; 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. SCOTTI*225DZ Effective — expiration 03/09/1978— 07/11/2021 Bond DEVELOPERS SURETY & INDEM CO Bond account no 5791B7C $12,000.00 Received by L&I Effective date 06/14/2007 07/01/2007 Expiration date Until Canceled Insurance Austin Mutual Inc Co $1,000,000.00 Policy no. 1732281 Received by L&I Effective date 06/27/2019 07/01/2015 Expiration date 07/01/2020 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. TYPICAL SECTION AND DETAIL DRAWING NUMBERING SYSTEM KEY: LOCATION MAP LEGAL DESCRIPTION REFERENCING SYSTEM THE SECTION IS CUT ON DRAWING A101: (� FROM ORDER NO.: NCS-786933-WA1, FIRST AMERICAN TITLE (1) BLDG 1 - NEW OPERATIONS INSURANCE COMPANY, NATIONAL COMMERCIAL SERVICES, MODULAR BUILDING DATED AUGUST 16, 2016, AT 7:30 AM SECTION LETTER DISCIPLINE DESIGNATED CATEGORY THAT PORTION OF TRACTS 21, 22, 31 AND 32 OF RIVERSIDE INTERURBAN ELEVATION LETTER G GENERAL 0 GENERAL TRACTS, ACCORDING TO PLAT RECORDED IN VOLUME 10 OF PLATS AT PAGE A C CIVIL 1 PLANS ' BLDG 4 - EXIST GARAGE 4, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: 01 CD CIVIL DEMOLITION 2 ELEVATIONS / IMPROVEMENTS OMMENCING AT A POINT ON THE WESTERLY MARGIN OF PRIMARY STATE A3"01� j� \G L LANDSCAPE 3 SECTIONS ® / - - - - - - \ IGHWAY NO. 1, FOSTER INTERCHANGE TO SOUTH 118TH STREET, AS DRAWING ON WHICH A ARCHITECTURE 4 ENLARGED PLANS - - - - - 1 CONDEMNED UNDER SUPERIOR COURT CAUSE NO. 646846, THAT BEARS SECTION/ELEVATION APPEARS E ELECTRICAL 5 DETAILS I II BLDG 2B - NEW VEHICLE SOUTH 04°33'59" EAST 165.03 FEET DISTANT FROM THE POINT OF CURVATURE DRAWING ON WHICH INTERIOR ED ELECTRICAL DEMOLITION 6 SCHEDULES & DIAGRAMS MAINTENANCE MAINTENANCE MODULAR OF THE WEST MARGIN, HIGHWAY ENGINEERS STATION 76+05.30, SAID POINT ELEVATION APPEARS S STRUCTURAL ALSO BEING THE SOUTHEAST CORNER OF THAT CERTAIN TRACT OF LAND AS M MECHANICAL I DESCRIBED IN OPTION AGREEMENT RECORDED UNDER RECORDING NO. A4.14 FP FIRE PROTECTION , I 7506090402; THENCE SOUTH 04°33'59" EAST ALONG SAID MARGIN 615.17 FEET ELEVATION LETTER P PARKING BLDG 2A - NEW VEHICLE TO A POINT LYING 110 FEET WESTERLY OF AND OPPOSITE ENGINEER'S STATION 68+25; THENCE SOUTH 58°17'25" WEST 230.32 FEET; THENCE SOUTH AREA LOCATION UlmMAINTENANCE I BUILDING - 21 °32'52" EAST 36.80 FEET TO THE SOUTH LINE OF TRACT 32 OF THE RIVERSIDE (2) ON DRAWING A105 THIS SECTION IS IDENTIFIED: (FOR PROJECTS WITH PRE-ENGINEERED METAL INTERURBAN TRACTS; THENCE NORTH 89°17'24" WEST 476.97 FEET ALONG THE MULTIPLE LOCATIONS) ( _ ---- I BUILDING (PEMB) SOUTH LINE OF TRACTS 31 AND 32 TO THE EASTERLY MARGIN OF EAST SECTION LETTER _ _ _ - _ _ I MARGINAL WAY AS ESTABLISHED BY WARRANTY DEED FOUND IN KING COUNTY RECORDS, KING SECTION WHICH m01 / COUNTY RECORDING NO. 7412090465; THENCE / DRAWING ON i ` BLDG 3 -NEW HOSTLER NORTH 18°38'24" WEST 12.65 FEET ALONG SAID EASTERLY MARGIN; THENCE SCALE: A1.0 SECTION WAS TAKEN DISCIPLINE '� ` / NORTH 12°54'24" WEST 443.48 FEET ALONG SAID EASTERLY MARGIN; THENCE / 5 SHACK - MODULAR BLDG NORTH 10°07'24" WEST 333.78 FEET ALONG SAID EASTERLY MARGIN TO THE DESIGNATOR SEQUENTIAL DRAWING � _ _ / / �� SOUTHWEST CORNER OF OPTION AGREEMENT RECORDED UNDER (3) DETAILS ARE CROSS-REFERENCED IN A SIMILAR MANNER, EXCEPT BY - - -- OR NUMBER WITHIN DISCIPLINE �!0 / l RECORDING NO. 7506090402; THENCE SOUTH 89*17*24" EAST PARALLEL WITH THAT DETAILS ARE IDENTIFIED BY NUMBERS RATHER THAN EVISIONS AND DESIGNATED CATEGORY g)£R� THE SOUTH LINE OF TRACTS 31 AND 32 OF RIVERSIDE INTERURBAN TRACTS A LETTERS, No cr:a;:aes sr all 5e .made to the scope / ( 60' 120' - auutwalLl DISTANCE OF 774.30 FEET TO THE POINT OF BEGINNING. Of Worn WIMC w p: �c: apnrovai or the Tukwila Building Drv,slon. SCALE: 1"=12V-0" NOTE: Revisic ns will reaurre a new Dian submittal and may 1 Iclude additional plan review. VICINITY MAP ABBREVIATIONS: PROJECT DESCRIPTION - SITE WORK CODE SUMMARY PARKING ANALYSIS NOT TO SCALE O _ SNOHOMISH co. REFER ALSO TO THE SPECIFIC ABBREVIATIONS LISTED WITHIN THE PROJECT REPRESENTATIVE GARRETT STRONKS - 206,477,5983 BUILDING 1- OPERATIONS MODULAR BUILDING - USE AND OCCUPANCY EXISTING DEVELOPMENT PARKING ASSUMPTIONS: KENMORE BOTHELL KING co. DRAWINGS OF EACH DISCIPLINE. THE FOLLOWING ABBREVIATIONS 201 S JACKSON ST, MS KSC-TR-0435 ADMIN AREAS B - BUSINESS EXISTING USE (GROUP HEALTH): OFFICE USE s ' ARE APPLICABLE TO ALL DISCIPLINES: SEATTLE, WA 98104-3856 LOUNGE A3 -ASSEMBLY PER TABLE 18-7 TUKWILA MUNICIPAL CODE: REQUIRES 3 SPACES PER 1000 NET garrett.stronks@KingCounty.gov USABLE SQUARE FOOTAGE. 405 DUVALL AFF ABOVE FINISH FLOOR LF LINEAR FOOT/FEET BUILDING AREA 10,380 SF EXISTING BUILDING AREA: 167,000 SF ALUM ALUMINUM LS LINEAR SYSTEM PROJECT DESCRIPTION -WORK INCLUDES, BUT IS NOT LIMITED TO: NUMBER OF STORIES 1 STORY EXISTING DEVELOPMENT PARKING CALCULATIONS: 522 2oz ASPH ASPHALT MAX MAXIMUM 1. TESC CONSTRUCTION TYPE V-B EXISTING PARKING REQUIREMENTS: 501 SPACES IRKLAND ® BLDG BUILDING MECH MECHANICAL 2. SELECTIVE DEMOLITION EXISTING PARKING PROVIDED: 608 SPACES r r REDMOND BTWN BETWEEN MFR MANUFACTURER 3, EXCAVATION AND GRADING FIRE PROTECTION FULLY SPRINKLERED EXISTING ADA PARKING REQUIREMENT (2% of total): 12,2 SPACES CB CATCH BASIN MIN MINIMUM MTL METAL 4. 5. CONNECTION TO EXISTING UTILITIES STORM DRAINAGE AND SEWER STRUCURES BUILDING 26 -VEHICLE MAINTENANCE MODULAR BUILDING USE AND OCCUPANCY EXISTING ADA PROVIDED: 0 ADA VAN SPACES REQUIRED (118 OF TOTAL ADA SPACES): 1.5 ADMIN AREAS B - BUSINESS 520 263 Cl CONTINUOUS INSULATION 6. POTABLE AND FIREWATER ADA VAN SPACES PROVIDED: 0 _ 0 CUR CLEAR N NORTH 7. FIRE SPRINKLERS BREAK A2-ASSEMBLY 520 - CARNATIOt CO CLEAN OUT N/A NOT APPLICABLE 8• ELECTRICAL INCLUDING SITE DISTRIBUTION, NEW TRANSFORMER, GENERATOR, PROPOSED DEVELOPMENT PARKING ASSUMPTIONS: COACH PARKING: 120 COACHES it EDINA COL COLUMN NIC NOT IN CONTRACT SWITCHGEAR, PANELS AND ACCESSORIES, LOW VOLTAGEIFIRE ALARM, SECURITY BUILDING AREA 4,810 SF SEATTLE BELLEVUE CONC CONCRETE NTS NOT TO SCALE AND COMMUNICATION, SITE AND INTERIOR LIGHTING,. NUMBER OF STORIES 1 STORY PEAK HOUR NUMBER OF COACHES: 99 COACHES LAKE SAMM. CONST CONSTRUCTION OC ON CENTER 9. CONCRETE AND ASPHALT PAVING, RETAINING:WALLS,CLIRBS, SIDEWALKS, AND DRIVERS/OPERATORS: 100 PERSONNEL HINGTON WAS zoz CONT CONTINUOUS OPP OPPOSITE BOLLARDS. CONSTRUCTION TYPE V-B MAXIMUM DRIVERS/OPERATORS ASSIGNED TO BASE: 150 PERSONNEL 90 y DET DETAIL OTS OPEN TO STRUCTURE 10. SIGNAGE AND PAINT FIRE PROTECTION FULLY SPRINKLERED MECHANICS: 51 PERSONNEL STAFF/SUPERVISORS: 24 PERSONNEL DEMO DEMOLITION 11. CONCRETE FOUNDATIONS FOR BUILDING 2A: OWNER PROCURED FALL 0 DIM DIMENSION PAY PAVING PRE-ENGINEERED METAL BUILDING (PEMB) INCLUDING CONCRETE LIFT AND BUILDING 2A - VEHICLE MAINTENANCE PEMB - USE AND OCCUPANCY PROPOSED DEVELOPMENT PARKING CALCULATIONS: -CITY DN DOWN PEMB PRE-ENGINEERED METAL BUILDING INSPECTION PITS AND UNDERSLAB UTILITIES. ADMIN AREAS B - BUSINESS ON SITE MAXIMUM NUMBER OF PERSONNEL: 225 (150 +51 + 24) 5 PRESTON DTL DETAIL PERIM PERIMETER 12. COORDINATION, INVENTORY, ASSEMBLY, INSTALLATION AND CONNECTION OF LOUNGElBREAK AREA S1-MOTOR VEHICLE REPAIR GARAGE PARKING (MAXIMUM) REQUIRED: 225 SPACES o DWG DRAWING PRIM PLYWOOD OWNER PROCURED PEMB. PEMB STEEL, GIR7S, EXTERIOR ENVELOPE, GUTTERS, PARKING (NEW CONFIGURATION) PROVIDED: 589 SPACES 509 000 sNoouALr EA EACH PR PAIR DOWNSPOUTS, FASTENERS BY OWNER. DOORS, LOUVERS, INSULATION BY BUILDING AREA 21,610 SF ADA PARKING REQUIRED (2% OF TOTAL): 12 SPACES 405 'SSAQUAH 90 ELEC ELECTRICAL PT PRESSURE -TREATED CONTRACTOR. NUMBER OF STORIES 1 STORY ADA SPACES PROVIDED: 13 SPACES (11 IN GARAGE, 2 G' ELEV ELEVATION PTO PAINTED 13. INTERIOR FIT OUT OF BUILD14G 2A PEMB INCLUDING HVAC, PLUMBING, FIRE SURFACE SPOTS) ^ i RENTON EQ EQUAL PROTECTION, POWER AND DATA, WALLS, DOORS, LOUVERS, ARCHITECTURAL CONSTRUCTION TYPE V-6 ADA VAN SPACES REQUIRED (118 OF TOTAL ADA SPACES): 1.5 SPACES PROJECT EQUIP EQUIPMENT RCP REFLECTED CEILING PLAN REF REFERENCE FINISHES. FIRE PROTECTION FULLY SPRINKLERED ADA VAN SPACES PROVIDED 2 SPACES (SURFACE SPOTS) sta EXT EXTERIOR 14. ELECTRICAL AND MDF ROOM AT EXISTING PARKING GARAGE 99 VICINITY EX, EXIST EXISTING REIN REINFORCING 15. UTILITY CONNECTIONS FOR DWNER PROCURED AND INSTALLED MODULA 2 BUILDING 3 -HOSTLER SHACK MODULAR BUILDING -USE AND OCCUPANCY _ _ is RM ROOM BUILDINGS, VASHON o T KWILA c FD FLOOR DRAIN FF FINISHED FLOOR SCHED SCHEDULE BUILDING 1: OPERATIONS MODULAR BUILDING ADMIN AREAS B- BUSINESS ISLAND a �} SECT SECTION BUILDING 2B: VEHICLE MAINTENANCE MODULAR BUILDING BUILDING AREA 375 SF SEPARATE PERMIT tiECEFVED DEStat ts2 FG FINISHED GRADE SF SILT FENCE - BUILDING 3: NEW DISPATCH TRAILERIHOSTLERsHACK REQUIRED FOR: CITY OF TltK11b91.A ® a KEN ®MAPLE VALLEY FLR FLOOR FP FIRE PROTECTION FTG FOOTING SHT SHEET SIB SOUTH INTERIM BASE I& WOOD FRAMED EXTERIOR STAIRS, RAMPS AND ELEVATED WALKWAYS CONNECTING MODULAR BUILDINGS NUMBER OF STORIES " CONSTRUCTION TYPE 1 STORY 0 Electrical t Electrical V-B Plumbing DEC 11 2019 ,o -- FT FOOT/FEET SIM SIMILAR 17. COORDINATION WITH OWNER PROCURED MODULAR BUILDING CONTRACTOR. FIRE PROTECTION NOWSPRINKLERED L� Gas Piping SLR SEALER ST SOUND TRANSIT 18. COORDINATION AND CONNECTION TO OWNER PROCURED AND INSTALLED BUS City of Tukwila PERMIT CENTER JQ,`y3 �9 GALV GALVANIZED MAINTENANCE EQUIPMENT. BUILDING DIVISION trP 369 GWB GYPSUM WALL BOARD STD STANDARD 19. CORRDINATION AND INSTALLATION OF OWNER PROCURED FURNISHINGS AND STL STEEL EQUIPMENT. ® Development Ps ect roil to AUBURN DIAL oND H NIGH HM HOLLOW METAL TO TOP OF HORIZ HORIZONTAL TYP TYPICAL HR HOUR 20. LANDSCAPING 21. CERTIFICATES OF OCCUPANCY FOR ALL BUILDINGS. 5 HT HEIGHT UTIL UTILITY ALGDNA J HVF HIGH VISIBILITY FENCE INSULATION VERT VERTICAL 12400 E. Marglonal Way ®� Tukwila, WA TACOMA PACIFIC INSUL W WESTIWIDE 0 0 KING CO. INT INTERIOR Wt WITH PIERCE CO. IN INCH WD WOOD - SET 16015thAvenue,suite1600 DESIGNED: APPROVED: METRO TRANSIT DIVISION DATE: 03 JULY 2019 IFC loos REGISTERED ARCHITECT \\ I M. MARCEL BODSKY STATE OF WASHINOTON _ FILE COPY ntt PettNo. - I a Plan review approval Is subject to erroane rs omissions. Approval of construction documents does noT authorize the wolabon of any adoptetl code or ordinance Recelp ap roved Feld Copy and Seattle, WA98101 1CPff 206.622.5823 wvrvr.kpff.com ��.� �E� -�u#,. www.tatratech.com MBODSKY DCRIPPEN r K County Department of SOUTH BASE EXPANSION DEVELOPMENT PROJECT COVER SHEET REVIEWED -FOR 2 VE REDUCTION TCL MMB 06/27119 DRAWN: T LARSON CHECKED BY S/ilx a ,�Tlskµa fi L ERNST p PROJECT NO: 112ssa2 DRAWING NO: G�,�� 9y don J geC: 1420 Fifth Avenue, Suite 600 1a va,}S,,T)<<. Transportation p CODE COMPLIANCE APPROVED CHECKED BY CONTRACT NO: SHEETNO: OF No. REVISION BY APP D DATE Date: 1 � 2 c' Seattle, Washington98101 Phone: 206-883-9300 Fax: 20&883-9301 P ENG C01300018 i City of Tukwila BUILDING DIVISION DRAWING INDEX SHEET DRAWING# DESCRIPTION SHEET DRAWING# DESCRIPTION SHEET DRAWING# DESCRIPTION SHEET DRAWING# DESCRIPTION GENERAL LANDSCAPE 1 G0.00 COVER SHEET 79 1.1.00 PLANTING SCHEDULE, LEGEND, NOTES AND ABBREVIATIONS 2 G0.01 DRAWING INDEX 80 1-1.01 PLANTING PLAN 3 G0.02 CONSTRUCTION PHASING PLAN 81 1.7.02 PLANTING PLAN 4 G0.03 CODE EVALUATION 82 1-1.03 PLANTING PLAN 5 GO. 4 E,REy S Pgjfi I XITYOUT PLAN 83 1.1.04 PLANTING PLAN 6 G0.05 FIRE ACCESS SITE PLAN 84 1.1.05 PLANTING DETAILS 7 G0.06 FIRE ACCESS DETAIL 85 1-1.06 TREE INVENTORY AND REPLACEMENT SCHEDULE, NOTES AND 1 CALCULATIONS CIVIL 86 L1.07 TREE INVENTORY AND REPLACEMENT PLAN 8 C0.01 GENERAL SITE LAYOUT PLAN 87 1-1.08 TREE INVENTORY AND REPLACEMENT PLAN 9 TEC1.01 DEMOLITION AND EROSION AND SEDIMENT CONTROL OVERALL PLAN 88 L1 A9 TREE INVENTORY AND REPLACEMENT PLAN 10 TEC1.02 DEMOLITION AND EROSION AND SEDIMENT CONTROL PLAN - NW 89 1-1.10 TREE INVENTORY AND REPLACEMENT PLAN 11 TEC1.03 DEMOLITION AND EROSION AND SEDIMENT CONTROL PLAN - NE 90 1-1.11 IRRIGATION DETAILS 12 TEC1.04 DEMOLITION AND EROSION AND SEDIMENT CONTROL PLAN -SW 91 1-1.12 IRRIGATION DETAILS 13 TEC1.05 DEMOLITION AND EROSION AND SEDIMENT CONTROL PLAN - SE 14 C1.01 EXISTING SITE PLAN 15 C1.02 GRADING OVERALL PLAN ARCHITECTURAL 16 C1.03 GRADING PLAN - NW 92 A0.01 ABBREVIATIONS, DRAWING SYMBOLS AND GENERAL NOTES 17 C1.04 GRADING PLAN - NE 93 A0.02 AIR BARRIER DIAGRAM ENERGY CODE NOTES 18 C1.05 GRADING PLAN - SW 94 1 A1.01 OPERATIONS BUILDING FLOOR PLAN 19 C1.06 GRADING PLAN - SE 95 1 A1.02 OPERATIONS BUILDING ROOF PLAN 20 C1.07 OPERATIONS BUILDING GRADING ENLARGEMENT PLAN 96 1 A2.01 OPERATIONS BUILDING EXTERIOR ELEVATIONS 21 C1.08 GRADING SECTIONS 97 1 A2.02 OPERATIONS BUILDING EXTERIOR ELEVATIONS 22 C1.09 UTILITY OVER PLAN 98 1 A4.01 OPERATIONS BUILDING ENLARGED PLANS 23 C1.10 UTILITY PLAN - NW 99 1 A4.02 OPERATIONS BUILDING ENLARGED PLANS 24 Ct.t 1 UTILITY PLAN - NE 100 1 A4.11 OPERATIONS BUILDING INTERIOR ELEVATIONS 25 C1.12 UTILITY PLAN - SW 101 1 A4.12 OPERATIONS BUILDING INTERIOR ELEVATIONS 26 C1.13 UTILITY PLAN - SE 102 1 A4.13 OPERATIONS BUILDING INTERIOR ELEVATIONS 27 C1.14 OPERATIONS BUILDING UTILITY CONNECTIONS ENLARGEMENT PLAN 103 1 A4.14 OPERATIONS BUILDING INTERIOR ELEVATIONS 28 C1.15 VEHICLE MAINTENANCE BUILDING UTILITY CONNECTIONS 104 1 A6.01 OPERATIONS BUILDING DOOR SCHEDULE 9ENLARGEMENT PLAN 105 1 A6.02 OPERATIONS BUILDING DOOR FRAME AND WINDOW TYPES 29 C1.16 TORMWATER OVERALL PLAN 106 1 A6.03 OPERATIONS BUILDING FINISH SCHEDULE 30 C1.17 STORMWATER PLAN - NW 107 2 A1.01 VEHICLE MAINTENANCE BUILDING FLOOR PLAN 31 C1.18 STORMWATER PLAN - NE 108 2 A1.02 VEHICLE MAINTENANCE BUILDING ROOF PLAN 32 C1.19 STORMWATER PLAN - SW 109 2 A1.03 VEHICLE MAINTENANCE BUILDING REFLECTED CEILING PLAN 33 C1.20 STORMWATER PLAN - SE 110 2 A1.04 VEHICLE MAINTENANCE BUILDING EQUIPMENT PLAN 34 C1.21 SITE LAYOUT OVERALL PLAN 111 2 A2.01 VEHICLE MAINTENANCE BUILDING EXTERIOR ELEVATIONS 35 C1.22 SITE LAYOUT PLAN - NW 112 2 A2.02 VEHICLE MAINTENANCE BUILDING EXTERIOR ELEVATIONS 36 C1.23 SITE LAYOUT PLAN - NE 113 2 A2.03 VEHICLE MAINTENANCE BUILDING EXTERIOR ELEVATIONS 37 C1.24 SITE LAYOUT PLAN - SW 114 2 A3.01 VEHICLE MAINTENANCE BUILDING BUILDING SECTIONS 38 C1.25 SITE LAYOUT PLAN - SE 115 2 A3.02 VEHICLE MAINTENANCE BUILDING BUILDING SECTIONS 39 C1.26 CURB RAMP ENLARGEMENT PLAN 116 2 A3.03 VEHICLE MAINTENANCE BUILDING WALL SECTIONS 40 C1.27 PAVING OVERALL PLAN 117 2 A4.01 VEHICLE MAINTENANCE BUILDING ENLARGED FLOOR PLAN 41 C1.28 PAVING PLAN -NW 118 2 A4.02 VEHICLE MAINTENANCE BUILDING ENLARGED FLOOR PLAN 42 C1.29 PAVING PLAN - NE 119 2 A4.03 VEHICLE MAINTENANCE BUILDING ENLARGED FLOOR PLAN 43 C1.30 PAVING PLAN - SW 120 2 A4.11 VEHICLE MAINTENANCE BUILDING INTERIOR ELEVATIONS 44 C1.31 PAVING PLAN - SE 121 2 A4.12 VEHICLE MAINTENANCE BUILDING INTERIOR ELEVATIONS 45 C1.32 CHANNELIZATION AND SIGNAGE OVERALL PLAN 122 2 A4.13 VEHICLE MAINTENANCE BUILDING INTERIOR ELEVATIONS 46 C1.33 CHANNELIZATION AND SIGNAGE PLAN - NW 123 2 A4.14 VEHICLE MAINTENANCE BUILDING INTERIOR ELEVATIONS 47 C1.34 CHANNELIZATION AND SIGNAGE PLAN - NE 124 2 A5.01 INTERIOR DETAILS 48 C1.35 CHANNELIZATION AND SIGNAGE PLAN - SW 125 2 A5.02 INTERIOR DETAILS 49 C1.36 CHANNELIZATION AND SIGNAGE PLAN - SE 126 2 A5.03 DETAILS 50 C2.01 UTILITY PROFILES 127 2 A5.04 EXTERIOR RAMP/STAIRWAYANALKWAY DETAILS 51 C2.02 STORM PROFILES 128 2 A5.05 EXTERIOR OPENING DETAILS 52 C2.03 STORM PROFILES 129 2 A5.06 EXTERIOR OPENING DETAILS 53 C2.04 STORM PROFILES 130 2 A6.01 VEHICLE MAINTENANCE BUILDING DOOR SCHEDULE 54 C2.05 STORM PROFILES 131 2 A6.02 VEHICLE MAINTENANCE BUILDING MODULAR DOOR SCHEDULE 55 C2.06 DETENTION VAULT 132 2 A6.03 VEHICLE MAINTENANCE BUILDING FINISH SCHEDULE 56 C5.01 STANDARD DETAILS EROSION CONTROL 133 2 A6.04 VEHICLE MAINTENANCE BUILDING MODULAR FINISH SCHEDULE 57 C5.02 STANDARD DETAILS EROSION CONTROL 134 2 A6.05 VEHICLE MAINTENANCE BUILDING PARTITION TYPES 58 C5.03 STANDARD DETAILS WATER -FIRE 135 2 A6.06 VEHICLE MAINTENANCE BUILDING SIGNAGE DETAILS 59 C5.04 STANDARD DETAILS WATER -FIRE 136 3 A1.01 HOSTLER SHACK FLOOR PLAN AND EXTERIOR ELEVATIONS 60 C5.05 STORM DETAILS FILTERA STRUCTURES 137 4 A1.01 EXISTING GARAGE LEVEL 1 61 C5.06 STANDARD DETAILS STORMWATER 138 4 A2.01 EXISTING GARAGE EXTERIOR NORTH ELEVATION 62 C5.07 STANDARD DETAILS STORMWATER 139 4 A2.02 EXISTING GARAGE EXTERIOR SOUTH ELEVATION 63 C5.08 STANDARD DETAILS STORMWATER 140 4 A2.03 GARAGE & RAMP/STAIR EXTERIOR ELEVATIONS 64 C5.09 STANDARD DETAILS STORMWATER 141 4 A4.01 ELECTRICAL & MDF ROOMS PLANS AND SCHEDULES 65 C5.10 STANDARD DETAILS SANITARY SEWER 142 4 A5.01 GARAGE ELECTRICAL ROOM PARTIAL ELEVATIONS & DETAILS 66 C5.11 SITE DETAILS 67 C5.12 ROLLING SECURITY GATE STRUCTURAL 68 C5.13 ROLLING SECURITY GATE DETAILS 143 S0.01 STRUCTURAL NOTES 69 C5.14 SWING GATE 144 S0.02 STRUCTURAL NOTES 70 C5.15 SWING GATE DETAILS 145 S0.03 STRUCTURAL ABBREVIATIONS AND SYMBOLS 71 C5A6 PEDESTRIAN GATE AND DETAILS 146 50,04 STATEMENT OF SPECIALINSPECTIONS 72 C5.17 CHAINLINK FENCE DETAILS 147 S0.05 STATEMENT OF SPECIAL' INSPECTIONS 73 C5.18 STANDARD DETAILS CONCRETE 148 S1.01 VEHICLE MAINTENANCE BUILDING FOUNDATION PLAN 74 C5.19 PAVING DETAILS AND STANDARD DETAILS 149 2 S1.02 VEHICLE MAINTENANCE BUILDING ROOF FRAMING PLAN 75 C5.20 STANDARD DETAILS CHANNELIZATION 150 2 S1.03 VEHICLE MAINTENANCE SLAB -ON -GRADE CONTROL JOINT PLAN 76 C5.21 STANDARD DETAILS CHANNELIZATION 151 4 S1.01 GARAGE FOUNDATION PLAN 77 C5.22 STANDARD DETAILS CHANNELIZATION 152 S5.01 TYPICAL CONCRETE DETAILS 78 C5.23 CHANNELIZATION AND SIGNAGE DETAILS 153 S5.02 TYPICAL CONCRETE DETAILS 154 S5.03 CONCRETE DETAILS 155 S5.04 CONCRETE DETAILS 156 S5.05 CONCRETE DETAILS 157 S5.06 DETAILS 158 S5.07 DETAILS 159 S6.01 SITE DETAILS 160 S6.02 SITE DETAILS MECHANICAL 161 2 M0.01 MECHANICAL LEGEND, ABBREVIATIONS AND GENERAL NOTES 162 2 M1.01 MECHANICAL SITE UTILITY PLAN 163 2 M1.02 VM BUILDING OVERALL HVAC PLAN 164 2 Mt03 VM BUILDING PARTIAL UNDERFLOOR HVAC PLAN 165 2 M1.04 VM BUILDING PARTIAL HVAC PLAN 166 2 Mt05 VM BUILDING PARTIAL HVAC PLAN 167 2 M1.06 VM BUILDING OVERALL PIPING PLAN 168 2 M1.07 VM BUILDING PARTIAL PIPING PLAN 169 2 M1.08 VM BUILDING PARTIAL PIPING PLAN 170 2 M1.09 VM BUILDING OVERALL PLUMBING PLAN 171 2 M1.10 VM BUILDING PARTIAL UNDERFLOOR PLUMBING PLAN 172 2 M1.11 VM BUILDING PARTIAL UNDERFLOOR PLUMBING PLAN 173 2 M1.12 VM BUILDING PARTIAL PLUMBING PLAN 174 2 M1.13 VM BUILDING PARTIAL PLUMBING PLAN 175 2 M1.14 VM BUILDING OVERALL MECHANICAL ROOF PLAN 176 2 M1.16 VM BUILDING UNDER FLOOR PLUMBING PLAN 177 2 M3.01 VM BUILDING SECTIONS 178 2 M3.02 VM BUILDING SECTIONS 179 2 M3.03 VM BUILDING SECTIONS 180 2 M4.01 VM BUILDING ENLARGED PLANS 181 2 M5.01 MECHANICAL DIAGRAMS AND DETAILS 182 2 M5.02 MECHANICAL DETAILS 183 2 M5.03 MECHANICAL DETAILS 184 2 M5.04 MECHANICAL DETAILS 185 2 M5.05 MECHANICAL DETAILS 186 2 M5.06 MECHANICAL SEQUENCE OF OPERATION 187 2 M5.07 MECHANICAL POINTS LIST 188 2 M6.01 MECHANICAL SCHEDULES AND GENERAL NOTES 189 2 M6.02 MECHANICAL SCHEDULES AND GENERAL NOTES 190 2 M6.03 MECHANICAL SCHEDULES AND GENERAL NOTES 191 2 M6.04 MECHANICAL SCHEDULES AND GENERAL NOTES 192 2 M6.05 MECHANICAL SCHEDULES AND GENERAL NOTES 193 2 M6.06 MECHANICAL SCHEDULES AND GENERAL NOTES 194 4 M1.01 OVERALL MECHANICAL PLAN 195 4 M4.01 ENLARGED MECHANICAL PLANS 196 4 M4.02 ENLARGED MECHANICAL PLANS 197 4M6.01 MECHANICAL SCHEDULES 198 4 M6.02 MECHANICAL SCHEDULES 199 1 M0.02 MECHANICAL SCHEDULES AND GENERAL NOTES 200 1 M1.02 OPERATIONS BUILDING OVERALL UNDERFFOOR PLUMBING PLAN 201 1 M1.05 MECHANICAL DETAILS 202 1 M1.15 OPERATIONS BUILDING OVERALL MECHANICAL PLAN FIRE PROTECTION 203 1 FP0.01 FIRE PROTECTION ABBREVIATIONS AND GENERAL NOTE 204 1 FPO.02 FIRE PROTECTION SPECIFICATION SECTION 2105 00 205 1 FP0.03 FIRE PROTECTION SPECIFICATION SECTION 2105 00 206 1 FPO.04 FIRE PROTECTION SPECIFICATION SECTION 2110 00 207 1 FPO.05 FIRE PROTECTION SPECIFICATION SECTION 2110 00 208 1 FP0.06 FIRE PROTECTION SPECIFICATION SECTION 2110 00 209 1 FP1.01 FIRE PROTECTION SITE UTILITY PLAN 210 1 FP1.02 OPERATIONS BUILDING FIRE PROTECTION PLAN 211 1 FP4.01 ENLARGED FIRE PROTECTION PLAN 212 1 FP5.01 FIRE PROTECTION DETAILS 213 1 FP5.02 FIRE PROTECTION DETAILS 214 2 FP0.01 FIRE PROTECTION ABBREVIATIONS AND GENERAL NOTES 215 2 FP1.01 VM BUILDING FIRE PROTECTION SITE UTILITY PLAN 216 2 FP1.02 VM BUILDING OVERALL FIRE PROTECTION PLAN 217 2 FP1.03 FIRE PROTECTION SITE UTILITY PLAN 218 2 FP1.04 VM TRAILERS OVERALL FIRE PROTECTION PLAN 219 2 FP4.01 FIRE PROTECTION ENLARGED PLAN 220 2 FP5.01 FIRE PROTECTION DETAILS 221 FPD4.01 ENLARGED FIRE PROTECTION PLAN DEMOLITION 222 FP1.01 OVERALL FIRE PROTECTION PLAN 223 FP4.01 ENLARGED FIRE PROTECTION PLAN 224 FP6.01 FIRE PROTECTION DETAILS 225 4 FP1.01 OVERALL FIRE PROTECTION PLAN 226 4 FP4.01 ENLARGED FIRE PROTECTION PLAN ELECTRICAL 227 E0.01 LEGEND 228 E1.01 ELECTRICAL SITE PLAN 229 E1.03 COMMUNICATIONS SITE PLAN 230 1 E1.01 OPERATIONS BUILDING POWER PLAN 231 1 E1.03 OPERATIONS BUILDING LTG AND GND PLAN 232 1 E1.05 OPERATIONS BUILDING COMM AND PA PLAN 233 1 E1.07 OPERATIONS BUILDING FIRE ALARM PLAN 234 2 E1.01 VEHICLE MAINTENANCE BUILDING POWER PLAN EAST 235 2 E1.02 VEHICLE MAINTENANCE BUILDING POWER PLAN WEST 236 2 E1.03 VEHICLE MAINTENANCE BUILDING POWER PLAN ADMIN 237 2 E1.05 VEHICLE MAINTENANCE BUILDING MECHANICAL POWER PLAN EAST 238 2 E1.06 VEHICLE MAINTENANCE BUILDING MECHANICAL POWER PLAN WEST 239 2 E1.07 VEHICLE MAINTENANCE BUILDING MECHANICAL POWER PLAN ADMIN 240 2 E1.08 VEHICLE MAINTENANCE BUILDING LTG AND GND PLAN EAST 241 2 E1.09 VEHICLE MAINTENANCE BUILDING LTG AND GND PLAN WEST 242 2 E1.10 VEHICLE MAINTENANCE BUILDING LTG AND GND PLAN ADMIN 243 2 E1.12 VEHICLE MAINTENANCE BUILDING COMM AND PA PLAN EAST 244 2 E1.13 VEHICLE MAINTENANCE BUILDING COMM AND PA PLAN WEST 245 2 E1.14 VEHICLE MAINTENANCE BUILDING COMM AND PA PLAN ADMIN 246 2 E1.16 VEHICLE MAINTENANCE BUILDING FIRE ALARM PLAN EAST 247 2 E1.17 VEHICLE MAINTENANCE BUILDING FIRE ALARM PLAN WEST 248 2 E1.18 VEHICLE MAINTENANCE BUILDING FIRE ALARM PLAN ADMIN 249 2 E3.01 VEHICLE MAINTENANCE BUILDING INSPECTION PIT SECTION 250 3 E1.01 HOSTLER SHACK PAR, LTG, GND, COMM AND F/A PLAN 251 4 ED1.10 GARAGE 1ST FLOOR POWER DEMO PLAN 252 4 ED1.12 GARAGE 3RD FLOOR POWER DEMO PLAN 253 4 E1.10 4 RAI GARAGE 1ST FLOOR LIGHTING AND POWER PLAN 4 RAP GARAGE 8R9 F69GR 6161 RING -AND -POWER -P6M GARAGE 1ST FLOOR COMMUNICATIONS PLAN 254 4 E1.13 255 4 E4.00 GARAGE ELECTRICAL ROOM POWER PLAN 256 4 E4.01 GARAGE MDF ROOM COMMUNICATIONS PLAN 257 4 ED2.01 TEMPORARY SERVICE ELEVATION 258 E4.01 ELECTRICAL SITE LIGHT POLE ENLARGED PLAN 259 E5.01 ELECTRICAL DETAILS 260 E5.02 ELECTRICAL DETAILS 261 E5.03 ELECTRICAL DETAILS 262 E5.04 ELECTRICAL DETAILS 263 E5.05 ELECTRICAL DETAILS 264 E5.06 ELECTRICAL DETAILS 265 E5.07 ELECTRICAL DETAILS 266 E6.00 ELECTRICAL SCHEDULE 267 E6.01A ELECTRICAL SCHEDULE 268 E6.01B ELECTRICAL SCHEDULE 269 E6.02 ELECTRICAL SCHEDULE 270 E6.03 ELECTRICAL SCHEDULE 271 E6.04 ELECTRICAL SCHEDULE 272 E6.05 ELECTRICAL SCHEDULE 273 E6.06 ELECTRICAL SCHEDULE 274 E6.07 ELECTRICAL SCHEDULE 275 E6.08 ELECTRICAL SCHEDULE 276 E6.09 ELECTRICAL SCHEDULE 277 E6.10 ELECTRICAL SCHEDULE 278 E6.11 ELECTRICAL SCHEDULE 279 E6.12 ONELINE 280 E6.13 OPERATIONS BUILDING ONELINE 281 E6.14 VEHICLE MAINTENANCE BUILDING ONELINE PA RISER DIAGRAM 282 CTv E6.18 283 E6.20 FIRE ALARM RISER DIAGRAM 284 E6.21 LIGHTING CONTROL DIAGRAM RECEIVED, CITY Of: TUI'NVILA DEC 11 2019 400144 PERMIT CENTER South .>ase k. Projectment c sion � 12400 a Marginal Wi % Tukwila, A DESIGNED: APPROVED: DATE: FC SET 16015th Avenue, suite 1600 METRO TRANSIT DIVISION Seattle, WA 98101 03 JULY 2019 7006 206.622.5822 DRAWN: DCRIPPEN L SOUTH BASE 1 IFC REVISIONS TCL MMB 05/17/19 REGISTERED DRAN: ARCHITECT lq3ff www.kpff.com EXPANSION DEVELOPMENT PROJECT 2 VE REDUCTION TCL MMB 06127/19 TLARSON 19 TECH TEE CHECKED BY i � iaRF$ PROJECTNO: ��n9 COUI1ity DRAWING I EWED FOR DRAWING NO: M. MARCEL BCDSKY ®ems®!. STATE OF W/SHINGTON wwwAetratech.com L ERNST a v,r. t,.Ii FfiR 1129642 p CODE COMPLIANCE Department of .: APPROVED G0.01 1420 Fifth venue,. Suite 600 CHECKED BY CONTRACTNO: TranSpOrtatlOn SHEET NO:, OF No. REVISION BY APP'D DATE Seattle, Washington 98101 Phone: 206-883-9300 Fax: 206-883.9301 PENG C01300CIB JAN 03 2020 City of Tukwila BUILDING DIVISION 1.1 Code Evaluation - Ops Building 1.1.1 Appikable Codes International Building Code 2015 Edition as amended by Washington State Building Code 1.1.2 Use and occupancy Administrative areas: B -Business (IBC 304.1) Lounge Areas: A2 -Assembly (IBC 3033) Type of construction (IBC 6022, table 601) Type V-B, combustible, vprotected, sprinkiped Fire resistive requirements (IBC Table 601) Structural frame 0 hour rating lnteriorbearingwells 0how rating Noubemingintedorwalls 0hear rating Floors& secondary members 0hmarating Roofs & secondary members 0 hour rating Exterior beating wells (Table 602) 1 hma rating X < 10' from shared property lime 0 hma rating I0' <X Opening Limitation (BBC Table 705.8) Unprotected, Sprinklered Building 0%opening X<3'form shared property tine 15%opening 3'<X<5' 25%opening 51<X<10' 45%opening 10'<X<15' 75%opening 15'<X<2W Unlimited 20' <X Ops Building is assumed to have openings between 15%and 25s/o onwest wall facing Gamge. Therefrm, the assumed property line between tire Garage and the Ops Balding mast be at lead 10' item west wall ofthe Ops Building. Height and arm thadletiona Allowable height & stories Allowed Number of stories: 2 stories, (IBC tables 504.4) Provided Number of stories: 1 Allowed Maximum height of suoclme: 60 ft (IBC Table 504.3) Providedheigbtofstructum: 12 R Allowable floor areas (without &outage increase, IBC Table 506.2) A2 occupancy- 24,000 sf (SM- Sprinklered, Single -Floor) Actual sea: 10,380 sf Occupancysepuations (BBC508.3) Building is being viewed as NonSeparatedmated occupancy structure. The area, height and story limitations above am based on the most restrictive occupancy, the A2 occupancy, in accordance with IBC 508.3.2 Protection from hazards (IBC table 509) Mechanicalleleetricalmoms: automatic eprinklerprotectionprovidei Corridors No fire resistano required for corridors in and A occupancies protected by sprinkler system (BBC Table 1020.1) Automatic sprinklers and other extinguishing equipment Automatic wet & dry pipe sprinkler system provided. Occupar Made Load Factor -B Occupancy: 1/100 sf (IBC Table 1004.12) - Business 9,100 sf / floor Occupant Los& 91 Load Factor -A2Oceapancy. i/15af(IBCTable 1004.1.2)-Assembly 1,280 sf/ floor Occupant Load: 85 Total Occupant Load: 176 Means of egress Egress stakwilycapacity (IBC 10053.1)) 02 inches Ioccupant Requiredwidth: 35.2" (2 x 176) Provided width 288.V (2 doors aQ 6'wide/4 doors Q 3'wide) Number of morns of egress Required Number of wits: 2 exits (IBC 1006.2.1) Provided Number of exits: 6 exita (2 from each subspace) Common path of travel Allowed Common Penh of Travel: 15 ft (A2 occupancy per Table 10062.1) 100 ft (B occupancy per Table 1006.2.1) Provided Common Path of Travel: 42 ft (own in Lounge area) Length of travel distance Allowed Max. Travel Distance: 250 it (A2 occupancy per IBC Table 1017.2) 300 ft (B occupancy per IBC Table 10172) Provided Max. Travel Distance. 90 ft (occurs in Latnge area) IFC SET BUILDING 2 1.2 Code Evaluation -Vehicle Maintenance Building 12.1 Applkahk Codes international Building Code 2015 Edition as amended by Washington state Building Code 12.2 Use and occupancy Administrative sees: B -Business (IBC 304.1) Vehicle Mainteoaoce. S1-Motor Vehicle Repair Garage (IBC 3033) (landing verification of limitations on quantities of materials in compliance width table 307.1) Type of construction (IBC 602.2, table 601) Type V B, combustible, mrpmtected, sprinklerel Fire reatrNve requirements (IBC Table 601) Snucturalftmme 0 hourrating Interior bearing wails 0 hear rating Nonbeating inteiorwalls 0 hour mftg Flom & secoudarymembera 0 hour rating Roofs & aecondarymembers O hour rating Exemorbeariagwalls(Table602) lhourratng X<10'fromsharedpnopetylioo Ohourating 10'<X Opening Lindfirelon (IBC Table 705.8) Unprotected, Sprinkleed Building 0%opening X<31from Shared property line 15Aopening 3'<X<5' 25%opening 5'<X<IW 45%opening 10'<X<15' 75%opening 15'<X<20' Unlimited 20' <X Vebicle makern us¢ce Baikimg has no shared property lines within 20 ft ofbuildmg, theref ne there is no limit on amountofopeaings. Height and am limitations Allowable height & stories Allowed Number of stories: 2 stories, (IBC tables $04.4) Provided Number of stories: I Allowed Maximum height of structure: 60 ft (BBC Table 5043) Provided height of structure: 33'-6" ft Allowable floor areas (without frontage Increase. IBC Table 506.2) EitherB or sh 36,000 sf (SM - Slainklered, Single -Floor) ModalarBuilding - Type B: 4,810 sf Pro -Engineered Metal Building - Type Sl: 21,6109 Acted arm: 26,420 of No, I REVISION I BY I APP'D I DATE Occupancy separation (BBC 508.3) Building is being viewed asNon-Separated mixed occupancy structure. The area, height and story limitations above are based on the most restrictive occupancy in accordance with IBC 50832. The height and arm limitations ofB and S occupancies am the seine. Protection from hazards (IBC table 509) Mechoa iowelechical rooms: imarenstic sprinkler protection provided. Corridon No fire resistance required for corridors in B and S occupancies protected by sprinkler system (BBC Table 1020.1) Automatic sprinklers and other extinguishing equipment Automatic wet & dry pip $lie system provided. occupant leads LmdFactor -B tkxopaney: 1/100 sf(1BCTable 1004.12)-Business 4,810 af/ floor Owwpant Loan . 49 Load Factor- Maintenance Bays: 1/100 sf (IBC Table 1004.1.2) - Industrial 15,150 sf / floor Occupant Load: 152 Load Facer- StongiuMech: 11300 sf (IBC Table 1004.1.2) - Accessory Storage 6,460 sf/ floor Occupant Load: 22 Total Occupant Load: 223 Meansofegress Egress sta--capacity (IBC10053.1)) 0.2 inches / occupant Required Total stair width: 44.6' (.2 x 223) Provided Total stair width 432" (1 door @ WwidoflO doors @ 3'wwe) Number oftneaes of egress RequiradNumbcofeaits: 2 (IBC 1006.2.1) Provided Nu tuber of exits: I exits (2 minitmmm from each subspace) Common path oftravel Allowed Common Path of Tmveh IOO ft (Sl occupancy per Table 1006.2.1) looft (B occupancy per Table 1006.7-1) Provided Common Path of Travel: 36 ft (occurs inLocloer Area & Toot Storage) Length of travel distance Allowed Max. Travel Distance: 250 ft (SI occupancy per IBC Table 1017.2) 300 ft (B occupancy per IBC Table 1017.2) Provided Mar. Travel Distance: 120 t. (occurs in Service Bays) 7006 REGISTERED ARCHITECT A M. MARCEL BODSKY \t,L S.TATARC WA�SBODSN CODE EVALUATION r7iIl-r-IM 17 Edition as mnended by Washington State Building Code B - Busitmss (BBC 304.1) S1-Storage :602.2, table 601) rproeected, unVrialderod da (IBC Table 601) 0 how rating 0hour raft 0 how rating era 0how rating Us O how rating ble 602) 1 hour rating X < 10' from sharedproperty lien Ohourraft 10'<X : Table 705.8).':1(hnl ratectel, Sprinklered Building 0%opeaing X<3'firenshared property line 154 opening 3'<X<5' 25%opening 5'<X<10' 45%opening 10'<X<15' 75%opening 15'<X<20' Unlimited 20'<X medproperty lines within 20 R ofbudldher, therefor there is no Ba as I s: 2 stories, (IBC tables 504.4) s:1 of 9vactum. 60 ft (IBC Table 5043) e: lift bout frontage increase, IBC Table 506.2) 9,000 sf (NS-Un-Sprinkiered, Single -Floor) 375 sf (IBC 50") a Non-Sepuseed mixed occupancy structure. The ama, height t are based an the most restrictive occupancy in accordance Bin ami area limitations of B and S occupancies am the same. (IBC table 509) is: N/A I other exthigalsking equipment 1/100 sf (IBC Table 1004.1.2) 225'sf/ floor 3 b: 1/300 sf (IBC Table 1004.1.2) ISO sf / floor 1 4 N/A s 1(IBC 10062.1) Only 1 exit required if oommonpath oftravel does not excised value in Table 1006.2.1(100' with occupant load below 30) 1 Travel: 100ft (Sloccupancy per Table 1W6.2.1) 100ft (Boccupancyper Table 1W62.1) 'Travel: 22.ft (occurs in Storage sid Admiaisuaton) ance: 200 ft (SI occupancy per IBC Table 1017.2) 200 ft (B occupancy per IBC Table 10172) amx: 22 ft (own in Storage area) 16015th Avenue, Suite 1600 Seattle, WA98101 TBP 206.622.5822 www.kpff.com DRAWN: BKT TETRA - CHECKED BY vWW.tetratech.com 1420 Fifth Avenue, Suite 600 CHECKED BY Seadre, Washington 98101 Phone: 206-883-9300 Fax: 20&883-9301 P ENG rdnlit lu em, lA Code Evaluation -Parking Garage 1.4.1 Applkobie Codes International Building Code 2015 Edition as amended by Washington State Building Code IA2 Use and occupancy Paddag Gerage: Storage use group S-I moderate hazard (IBC 311.2) Type of cunatrnetlen (IBC 61Mt table 601) Type H B, noncombustible uriprotectod, sprioklead Fire resistive requirements (IBC Table 601) Structural forms 0hour rating Interior hearing we% 0bear rating Nonbearingmtaiorwells Ohorarrateg Floors & secondary members 0 hour rating Roofs & secondary members 0 hour mtng Extetiotbearing wells (Table 602) 2 hourmting X <5' from sharedproperty lien ibouradog 5'<X<10' Obourrating 10'<X Opening liballation (BBC Table 705.9) Unprolactod, Spr addered Building 0%opening X<3'from shared property line 15%opening 3'<X<5' 25%opening 5'<X<10' 45%opening 10'<X<15' 75%opening 15'<X<20' Unlimited 20' <X Existing Garage has openings between 25%and 45%on east wall facing Ops Building. Therefore, the assumed property line between the garage and the Ops Bundle g mustbe at least 15' from east wallof garage. Height and area limitations Allowable height & stories Allowed Number of stories: 3 stodea, (BBC tables 504.4) Provided Number of stories: 3 Allowed Maximum height of structure: 75 ft (IBC Table 5043) Provided height of structure: 26 ft (40 ft at elevator abaft) Allowable floor areas (withoutfmmage increase, IBC Table 5062) Storage use group S-1: 70,000 sfper floor (SM-Sprinkietel, Malt -Flom) Actual arm: 67,E sfpar floor O-Wancy separations (IBC 508.3) N/A Protection from hazards (IBC table 509) Mechanieallelectrieal moms: automate sprinklerprote;tion provided. Corridors N/A Automatic sprinklers and other extinguishing equipment Automatic wet & dry tripe sprinkler system provided Occupant Lead Factor: 14100 of (BBC Table 1004.1.2) 67,000 of/floor Occupant Load: 335 / floor Mom of egress Egress Stairway capacity (BBC 10053.1)) 02 inches / occupant Requi-ed Total stair widdic 6r (.2x335) Provided Total stair width 13r (3 stairs at 44P width per stair) Number ofineens of egress Required Numberofexits: 2 QBC1006.2.1) PmvideetNumberoferim: 3 exits Common path of travel Allowed Common Path of Tavel: 100 ft (S-I occpran yper Table 10062-1) Provided Common Path of Tavel: O ft (open gemp has no common path of traven Length of usual distance ABowedMoL Travel Distance: 250 ft (BBC Table 1017.2) S-1 occupancy -sprinkiered building) Provided Max. Travel Distance: 200 ft (mmdmum distance between exits is 400 ft) 2015 WA ENERGY CODE COMPLIANCE PEMB - PRE-ENGINEERED METAL BUILDING INSUL VALUES: REQUIRED WALLS - METAL BUILDING: R-19 Cl -INSULATION COMPONENT OR BUILDING PERFORMANCE ROOF - METAL BUILDING OPAQUE DOORS: SLAB PERIMETER R-25+R-11 LS - INSULATION COMPONENT OR BUILDING PERFORMANCE U=0.37 R-10 RECEIVED CITY OF TUKW'ILA DEC 112019 PERMIT CENTER South 'teaase Expansion5 0 ject D CRIPPEN LIM R�� COLD f 111%t1_5,f PROJECT NO: 1t{y tit �, r', 1129642 Department of Transportation CONTRACT NO: C0130OC18 METRO TRANSIT DIVISION SOUTH BASE EXPANSION DEVELOPMENT PROJECT CODE EVALUATION SEDIMENT CONTROL OVERAL PLAN REVIEWED FOR CODE COMPLIANCE DATE: 03 JULY 2019 DRAWING NO: G0.03 SHEET NO: OF JAN 03 2029 City of Tukwila BUILDING DIVISION a m 0 m GENERAL ABBREVIATIONS ABV ABOVE ADDN ADDITION, ADDITIONAL AFF ABOVE FINISHED FLOOR ARCH ARCHITECT AUX AUXILIARY BAL BALANCING BLDG BUILDING BTUH BRITISH THERMAL UNITS PER HOUR BLW BELOW CAP CAPACITY CL CENTERLINE COND CONDENSATE COL COLUMN CONT CONTINUOUS; CONTINUATION DEG DEGREE DIA DIAMETER DIM DIMENSION DIV DIVISION DN DOWN DWG DRAWING EA EACH EFF EFFICIENCY ELEC ELECTRICAL ENGINEER ENT ENTERING EQ EQUAL EQUIP EQUIPMENT F FAHRENHEIT FLEX FLEXIBLE FLR FLOOR FP FIRE PROTECTION; FREEZE PROTECTION FT FEET; FOOT; FEET OF WATER(PRESS) GA GAGE;GAUGE GAL GALLON GC GENERALCONTRACTOR GEN GENERAL GPM GALLONS PER MINUTE GWB GYPSUM WALLBOARD H HEIGHT; HIGH HP HORSE POWER HR HOUR HZ HERTZ IBC INTERNATIONAL BUILDING CODE ID INSIDE DIAMETER IFC INTERNATIONAL FIRE CODE IMC INTERNATIONAL MECHANICAL CODE IN INCH INSUL INSULATE; INSULATION KW KILOWATT L LENGTH; LONG (DIM) LB POUND LBS1HR POUNDS PER HOUR LF LINEAL FEET WASHINGTON ENERGY CODE NOTES MAT MATERIAL MAX MAXIMUM MBH THOUSAND BRITISH THERMAL UNITS PER HOUR MECH MECHANICAL; MECHANICAL CONTRACTOR MED MEDIUM MFR MANUFACTURER MIN MINIMUM; MINUTE MISC MISCELLANEOUS N NORTH NA NOT APPLICABLE NC NORMALLY CLOSED NO NORMALLY OPEN; NUMBER NOM NOMINAL NTS NOT TO SCALE OC ON CENTER OD OUTSIDE DIAMETER; OVERALL DIMENSION PD PRESSURE DROP PH PHASE POC POINT OF CONNECTION PRESS PRESSURE PSIG POUNDS PER SQUARE INCH GAGE PT PRESSURE/TEMPERATURE TAP PW PUMP WASTE QTY QUANTITY REFR REFRIGERATION READ REQUIRED RET RETURN RM ROOM S SOUTH SCHED SCHEDULE SECT SECTION SF SQUARE FEET SHT SHEET SPEC SPECIFICATION SPECD SPECIFIED SQ SQUARE STD STANDARD TBD TO BE DETERMINED TEMP TEMPERATURE THRU THROUGH TYP TYPICAL UL UNDERWRITER'S LABORATORY V VOLT VEL VELOCITY VERT VERTICAL VOL VOLUME W WATER; WIDE(DIM); WATT W/ WITH W/o WITHOUT WT WEIGHT 1. PROVIDE POST CONSTRUCTION COMMISSIONING AND COMPLETION REQUIREMENTS IN ACCORDANCE WITH THE WASHINGTON STATE ENERGY CODE 2015 EDITION, SECTION C408 AND ACCORDING TO THE CONTRACT DOCUMENTS. SEE SPECIFICATION SECTIONS 23 05 00,23 08 00 AND ALL OTHER APPLICABLE SPECIFICATION SECTIONS. 2. BALANCE ALL HVAC SYSTEMS IN ACCORDANCE WITH THE WASHINGTON STATE ENERGY CODE 2015 EDITION, GENERALLY ACCEPTED ENGINEERING STANDARDS AND IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. SEE SPECIFICATION SECTION 23 05 93 AND ALL OTHER APPLICABLE SPECIFICATION SECTIONS. 3. ALL MECHANICAL EQUIPMENT SHALL BE LISTED AND APPROVED BY A TESTING AGENCY. 4. PROVIDE CONTROL IN ACCORDANCE WITH THE WASHINGTON STATE ENERGY CODE 2015 EDITION, INCLUDING SECTION C403.2.4 FOR HVAC CONTROL, C403.2.5 FOR VENTILATION, C403.2.6 FOR ENERGY RECOVERY AND IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, SEE TEMPERATURE CONTROL SPECIFICATION SECTIONS AND ALL OTHER APPLICABLE SPECIFICATION SECTIONS. 5. ALL DUCTWORK SHALL BE CONSTRUCTED AND SEALED PER IMC, C402 LEAKAGE REQUIREMENTS AND IBC VAPOR RETARDER REQUIREMENTS. SEE SPECIFICATIONS FOR MORE INFORMATION. PROVIDE POST CONSTRUCTION COMMISSIONING AND COMPLETION REQUIREMENTS IN ACCORDANCE WITH THE WASHINGTON STATE ENERGY CODE 2015 EDITION, SECTION C408 AND ACCORDING TO THE CONTRACT DOCUMENTS. SEE SPECIFICATION SECTIONS 23 05 00,23 08 00 AND ALL OTHER APPLICABLE SPECIFICATION SECTIONS. IFC SET 1 IFC REVISION FSI VE REDUCTION 27 JUNE FSI No. I REVISION I BY I APP'D I DATE 07.03.19 S70N8D HVAC ABBREVIATIONS AC AIR CONDITIONING ATF AUTOMATIC TRANSMISSION FLUID BDD BACKDRAFT DAMPER BHP BRAKE HORSEPOWER BOD BOTTOM OF DUCT C CONDENSATE; COMMON CA COMPRESSED AIR CO COOLANT CFM CUBIC FEET PER MINUTE CG CEILING GRILLE CLG COOLING COND CONDENSATE CV CONSTANT VOLUME DDC DIRECT DIGITAL CONTROLS DB DRY BULB TEMPERATURE(°F) EA EXHAUST AIR EAT ENTERING AIR TEMPERATURE EF EXHAUST FAN EG EXHAUST GRILLE F FAN FA FACE AREA FCU FAN COIL UNIT FPM FEET PER MINUTE GALV GALVANIZED GDH GAS DUCT HEATER GO GEAR OIL GR GRILLE GVTR GAS VENT THRU ROOF HP HEAT PUMP HR HOSE REEL HTG HEATING IMC INTERNATIONAL MECHANICAL CODE LAT LEAVING AIR TEMPERATURE LPG LOW PRESSURE NATURAL GAS LVR LOUVER MA MIXED AIR MO MOTOR OIL MPG MEDIUM PRESSURE NATURAL GAS OA OUTSIDE AIR RA RETURN AIR RG RETURN GRILLE RL REFRIGERANT LIQUID RS REFRIGERANT SUCTION S SUPPLY SA SUPPLY AIR; SOUND ATTENUATOR SP STATIC PRESSURE SS SANITARY SINK T, TSTAT THERMOSTAT VTR VENT THRU ROOF WB WET BULB TEMPERATURE ff) WG WALL GRILLE; WATER GAGE WO WASTE OIL WSNEC WASHINGTON STATE NON-RESIDENTIAL ENERGY CODE WW WINDSHIELD WASHER GENERAL LEGEND NORTH ARROW DETAIL/DRAWING REFERENCE FP4.01 SECTION REFERENCE M0.01 El CONSTRUCTION NOTE A REVISION SYMBOL POINT OF CONNECTION �-+ BOLD LINE WEIGHT INDICATES NEW WORK LIGHT LINE WEIGHT INDICATES EXISTING WORK �ff�y SLASHED LINE INDICATES EXISTING WORK TO BE DEMOLISHED HVAC DUCTWORK LEGEND SINGLE LINE DUCTWORK INDICATES VIEW DIMENSION LESS THAN 12 INCHES SUPPLY OR EXHAUST TAKEOFF SUPPLY DUCT TURNING TOWARD �© {� SUPPLY DUCT TURNING AWAY -� EXHAUST DUCT TURNING TOWARD +--© EXHAUST DUCT TURNING AWAY ROUND DUCT TURNING TOWARD -0 ROUND DUCT TURNING AWAY TRANSITION 1 MD MD FIRE DAMPER MOTORIZED DAMPER r VD VD VOLUME DAMPER BACKDRAFT DAMPER �-+ FLEXIBLE CONNECTION r--{a-+ INFRAREDHEATER R FLEXIBLE DUCT ® SUPPLY DIFFUSER Z RETURN GRILLE ® EXHAUST GRILLE QT THERMOSTAT AHU 1 EQUIPMENT TAG 0iFSi consulting engineers Seattle, Washington Solutions & Service Avenue, Suite 1600 ��Vy�✓ Seattle, WA 98101 kpff16015th C FORTIER 2O6.622.5822 www.kpff.conn DRAWN: C FORTIER TETRATECH CHECKED BY Z*tetratech.com A LANGDON CHECKED BY 1420 Fifth Avenue, Suite 600 Seattle, Washington 98101 Phone: 206-883-9300 Fax: 206-883-9301 PLUMBING/PIPING LEGEND r - DOMESTIC COLD WATER (CW) t- - - --+ DOMESTIC HOT WATER (HW) t- - - - -� DOMESTIC HOT WATER CIRCULATING (HWC) SOIL, WASTE (S,W) t------- --- t VENT (V) XX PIPING IDENTIFIER, SEE ABBREVIATIONS 0 ELBOW DOWN ELBOW UP TEE T TEE DN TEE UP till--+ ISOLATION OR SHUT-OFF VALVE (NO), TYPE AS SPECIFIED --i�F--+ ISOLATION OR SHUT-OFF VALVE (NC), TYPE AS SPECIFIED v CHECK VALVE PRESSURE REDUCING VALVE �--] CAP REDUCER ® FLOOR DRAIN PLUMBING ABBREVIATIONS BOP BOTTOM OF PIPE C CONDENSATE CIRC CIRCULATING CW DOMESTIC COLD WATER CO CLEAN OUT DOM DOMESTIC DR DOOR; DRAIN DF DRINKING FOUNTAIN ES EMERGENCY SHOWER FCO FLOOR CLEAN OUT FD FLOOR DRAIN FPHB FREEZE PROOF HOSE BIBB GPH GALLONS PER HOUR HB HOSE BIBB HW DOMESTIC HOT WATER HWC DOMESTIC HOT WATER CIRCULATING IPC INTERNATIONAL PLUMBING CODE IW INDIRECT WASTE JAN JANITOR L LAVATORY NPW NON -POTABLE WATER OW OILY WASTE PC PUMPED CONDENSATE PLBG PLUMBING PNEU PNEUMATIC PRV PRESSURE REDUCING VALVE RWL RAIN WATER LEADER RECIRC RECIRCULATING RD ROOF DRAIN S SOIL SS SANITARY SEWER; SERVICE SINK; STAINLESS STEEL SO STORM DRAIN UPC UNIFORM PLUMBING CODE V VENT VA VALVE VTR VENT THRU ROOF W WASTE; WATER; WIDE(DIM) WC WATER CLOSET WFS WATER FLOW SWITCH Y WYE APPROVED: D CRIPPEN im King County PROJECT NO: 1129642 Department of Transportation CONTRACT NO: C013GOC18 MECHANICAL SHEET LIST 2 M0.01 MECHANICAL LEGEND, ABBREVIATIONS AND GENERAL NOTES 2 M1.01 MECHANICAL SITE UTILITY PLAN 2 M1.02 VM BUILDING OVERALL HVAC PLAN 2 M1.03 VM BUILDING PARTIAL UNDERGROUND HVAC PLAN 2 M1.04 VM BUILDING PARTIAL HVAC PLAN 2 M1.05 VM BUILDING PARTIAL HVAC PLAN 2 M1.06 VM BUILDING OVERALL PIPING PLAN 2 M1.07 VM BUILDING PARTIAL PIPING PLAN 2 M1.08 VM BUILDING PARTIAL PIPING PLAN 2 M1.09 VM BUILDING OVERALL PLUMBING PLAN 2 M1.10 VM BUILDING PARTIAL UNDERFLOOR PLUMBING PLAN 2 M1.11 VM BUILDING PARTIAL UNDERFLOOR PLUMBING PLAN 2 M1.12 VM BUILDING PARTIAL PLUMBING PLAN 2 M1.13 VM BUILDING PARTIAL PLUMBING PLAN 2 M1.14 VM BUILDING OVERALL MECHANICAL ROOF PLAN 2 M1.16 VM BUILDING UNDER FLOOR PLUMBING PLAN 2 M3.01 VM BUILDING SECTIONS 2 M3.02 VM BUILDING SECTIONS 2 M3.03 VM BUILDING SECTIONS 2 M4.01 VM BUILDING ENLARGED PLAN 2 M5.01 MECHANICAL DIAGRAMS AND DETAILS 2 M5.02 MECHANICAL DETAILS 2 M5.03 MECHANICAL DETAILS 2 M5.04 MECHANICAL DETAILS 2M5.05 MECHANICAL DETAILS 2 M5.06 MECHANICAL SEQUENCE OF OPERATION 2 M5.07 MECHANICAL POINTS LIST 2 M6.01 MECHANICAL SCHEDULES AND GENERAL NOTES 2 M6.02 MECHANICAL SCHEDULES AND GENERAL NOTES 2 M6.03 MECHANICAL SCHEDULES AND GENERAL NOTES 2 M6.04 MECHANICAL SCHEDULES AND GENERAL NOTES 2 M6.05 MECHANICAL SCHEDULES AND GENERAL NOTES 2 M6.06 MECHANICAL SCHEDULES AND GENERAL NOTES 4 M1.01 OVERALL MECHANICAL PLAN 4 M4.01 ENLARGED MECHANICAL PLAN 4 M4.02 ENLARGED MECHANICAL PLAN 4 M6.01 MECHANICAL SCHEDULES 4 M6.02 MECHANICAL SCHEDULES 1 M0.02 MECHANICAL SCHEDULES AND GENERAL NOTES 1 M1.02 OVERALL UNDERFLOOR PLUMBING PLAN 1 M1.05 PLUMBING RISER 1 M1.15 OPERATIONS BUILDING OVERALL MECHANICAL PLAN 1 FP0.01 FIRE PROTECTION ABBREVIATIONS AND GENERAL NOTES 1 FP0.02 FIRE PROTECTION SPECIFICATION SECTION 2105 00 1 FP0.03 FIRE PROTECTION SPECIFICATION SECTION 2105 00 1 FP0.04 FIRE PROTECTION SPECIFICATION SECTION 2110 00 1 FP0.05 FIRE PROTECTION SPECIFICATION SECTION 2110 00 I FP0.06 FIRE PROTECTION SPECIFICATION SECTION 2110 00 1 FP1.01 FIRE PROTECTION SITE UTILITY PLAN 1 FP7.02 OPERATIONS BUILDING OVERALL & ENLARGED FIRE PROTECTION PLAN 1 FP4.01 FIRE PROTECTION ENLARGED PLAN 1 FP5.01 FIRE PROTECTION DETAILS 1 FP5.02 FIRE PROTECTION DETAILS 2 FP0.01 FIRE PROTECTION ABBREVIATIONS AND GENERAL NOTES 2 FP1.01 VM BUILDING FIRE PROTECTION SITE UTILITY PLAN 2 FP1.02 VM BUILDING OVERALL FIRE PROTECTION PLAN 2 FP1.03 FIRE PROTECTION SITE UTILITY PLAN 2 FP1.04 VM TRAILERS OVERALL FIRE PROTECTION PLAN 2 FP4.01 FIRE PROTECTION ENLARGED PLAN 2 FP5.01 FIRE PROTECTION DETAILS FPD4.01 ENLARGED FIRE PROTECTION PLAN DEMOLITION FP1.01 OVERALL FIRE PROTECTION PLAN FP4.01 ENLARGED FIRE PROTECTION PLAN FP6.01 FIRE PROTECTION DETAILS 4 FP1.01 OVERALL FIRE PROTECTION PLAN CITY OF TU WIL 4 4 ENLAR D FIRE PROTECTION PLAN 1" 1 491 METRO TRANSIT DIVISION SOUTH BASE EXPANSION DEVELOPMENT PROJECT GENERALAND "u "+ "13 PERMIT CENTER DATE: 07/03/19 DRAWING N0: NS 2 M0.01 :D FOR HEETNO. OF JAN 03 2020 City of Tukwila BUILDING DIVISION S 124TH ST - — — — — — — — --- BLDG 4 - GARAGE IMAOVEME T COPE OF WORK: 1. MECHANICAL AND FIRE PROTECTION SYSTEMS T SUPPORT ELECTRICAL AIN D MDF ROOM 'Ely11 2. IMPROVEMENT OF EXISTING FIRE — — — — —tl — PROTECTION SYSTEM 1 1 I11 SEE 4 F�1' 4 I1 II SITE IMPROVEMENTS SCOPE Of WORK: II 1. FIRE PROTECTION PLAN SITE � U IMPROVEMENTS —w--w--w— w--v6r'l ® II SEE FP4.01 11 LDG 2B- VEHICLE MAINTENANG E MODULAR BUILDING SCOPE OF WORK: 1. FINAL CONNECTIONS TOSITE IFC SET Al IIFC REVISION FSI A I VE REDUCTION 27 JUNE FSI No. I REVISION I BY I APP'D I DATE UTILITIES 2. UNDERFLOOR WASTE AND VENT PIPING 3. UNDERFLOOR PIPING TRAPS INSULATION AND HEAT TRACE SEE2 M1.16 7]/---BLDG 2A -NEW VEHICLE MAINT NANCE BUILDING (PEMB) SCOPE OF WORK: 1. FINAL CONNECTIONS TO SITE UTILITIES 2. COMPLETE MECHANICAL, 4 I PLUMBING AND FIRE PROTECTION SYSTEMS 1 1 VEHICLE I 3. FIRE PROTECTION SITE UTILITY 2 MAINTENANCE BUILDING , SEE t I 2 M1.02 2 M1.06 2 M1.09 2 M(1.14 MW 1 _ 0MW 1 In ° 3 I // OR MECHANICAL SITE UTILITY PLAN r 1 SCALE: 1" = 40'-0" 2 M1.01 07.0119 S1008D II II $ I� i 9 I I�10 « I, � I 7,BLDG 1 - OPERATIONS MODULAR BUILDING SCOPE OF WORK: 1. FINAL CONNECTIONS TO SI' UTILITIES 2. UNDERFLOOR WASTE AND PIPING 3. UNDERFLOOR PIPING INSUI AND HEAT TRACE 4. FIRE PROTECTION SITE UTI IMPROVEMENTS SEE 1l 021 F ' 1 II VV 11 DESIGNED' 1601 Sth Avenue, Suite 1600 DESIGNED: APPROVED: kpff Seattle, WA 98101 M SULLIVANPSI D CRIPPEN 206.622.5822 DRAWN: FSi consulting engineers www,kpff.com Seattle, Washington MSULLIVAN LIM CHECKED BY PROJECT NO.' County Solutions & Service TEIRATECH1129642 (N w Aetratechsom ALANGDON I Department of 1420 Fifth Avenue, Suite 600 CHECKED BY CONTRACT NO: Transportation Seattle, Washington 98101 Phone: 206-883-9300 Fax: 206-883-9301 C01300018 CONSTRUCTION NOTES REFER TO ARCHITECTURAL FOR PHASING PLAN AND SEQUENCE OF WORK. CONSTRUCTION NOTES 9❑ 1-1/2"MPG. SEE CIVIL FOR CONTINUATION. 2❑ 3"CW. SEE CIVIL FOR CONTINUATION. I3❑ 4"W. SEE CIVIL FOR CONTINUATION. 6"W. SEE CIVIL FOR CONTINUATION. 5❑ NOT USED. 6❑ 6"W. SEE CIVIL FOR CONTINUATION. ❑7 T W. SEE CIVIL FOR CONTINUATION. ❑E 6"W. SEE CIVIL FOR CONTINUATION. ❑9 2-1/2"CW. SEE CIVIL FOR CONTINUATION. 10 6'W . SEE CIVIL FOR CONTINUATION. y tu. 'A" 4. RECEIVED CITY OF TUKWILA DEC 112019 PERMIT CENTER METRO TRANSIT DIVISION SOUTH BASE EXPANSION DEVELOPMENT PROJECT MECHANICAL SITE UTILITY PLAN REVIEWED FOR CODE COMPLIANCE N 0' 16' 32' SCALE: 1/32" = T-0" DATE: 07/03/19 DRAWING NO, 2 M1.01 SHEETNO: OF JAN 0 3 2020 City of Tukwila BUILDING DIVISION 1 2 3 To— 5 ° o ° of ERY 7-- LURE a L �L-- �-i I_--- 102A I �� BRAKE LUB 106 / C I I I w — — — — , t- n MACHINE I o I o PARTS ( w a o -- -------101 -- (ON ° I_ I SERVICE I L, r— I-/ L) L— — — — — — — — — — — —I A FOR ENLARGED 1 PARTIAL HVAC PLAN, SEE 2 M1.04 0 7) (8 GENERAL NOTES 1. ALL WORK IS SHOWN DIAGRAMMATICALLY. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO INSTALLATION. I( o 0 0 _ 0 0 ° - - - - - o E --- I— — I I I I e-----7 E I I I CO 104 ER L_ —1 I I I I I I— — — —I — ❑ F CORRIDOR I I I I I 112 JI I I JANITOR I I° I I I II °I I G 115 I I I I o Z MEN r —I ❑ ❑ t— —i � I (I �I ❑ STOR 114 o 116 Ili I\\ o INSPECTION Ii I' ° STEAM --- _ o _ MECHANIC TOOL CAGE 117 LL C SHARED TOOL _ ( SERVICE Comm I I r- - � I I� -11 ( ( I❑ I I I COMM 19 1MECHANICAL I \\ I r r F 120 I /� ° F --114 I I , ° I I�\ I — —------ K o I I - I _ o ELEC 121 Irl I Ir o o o o ° FOR ENLARGED 1 1 i I i J i I UNDERFLOOR PLAN, SEE 2 I L_ \ I i I FOR ENLARGED RECEIVED COMPRESSOR I \ I I PARTIAL HVAC PLAN, SEE 2 M1.05 CITY OF TUKNVILA _ I I` _ _ I I OL DEC it 2019 o o ° o o ° ° To ° OVERALL HVAC PERMIT CENTER D' 3' ti' 9' 12' PLAN (11� SCALE: 3l32" = 1'-0" SCALE: 3/32" = 1'-0" 2 M1.02 APPROVED: 1601 sth Avenue, suite 1600 DESIGNED: METRO TRANSIT DIVISION DATE: 1 FC SET �f1 W' L qti Seattle, WA 98101 S DOUGLAS — D CRIPPEN LIM 07/03119 ��Ey�206.622.5822 DRAWNSOUTH BASE 0 IFC REVISION FSI Q yP o FSi consulting engineers kpff www.kpff.co!m EXPANSION DEVELOPMENT PROJECT Q VE REDUCTION 27 JUNE FSI z Seattle, Washington SDOUGLAS _ TETMTECH CHECKED BY PROJECT NO: Kir COUlity VM BUILDING DRAWING NO: q FGe:a,+� Solutions & Service 1129642 2 M1.02 P0F iSTER° N w Aehatech.com ALANGDON Department of OVERALL HVAC FSS/ONAL EN°\ 1420 Fifth Avenue, Suite 600 CHECKED BY CONTRACT NO: Transportation CODE COMPLIANCE SHEETNO: OF No. REVISION BY APP D DATE Seattle, Washington 98101 m.03.19 Phone: 206-883-9300 Fax: 206.883-9301 C01300CIB APPROVED SIMD t JAN 03 2020 .8 City Of Tukwila BUILDING DIVISION 0 0 0 0 I I I I — I' I _ L1 7 0 0 0 I i L_ I 3/4" CA UP I 2 3 4 " _ _ I I r of - I I 9 j "11 I 9 I I _ -----_----------------t D J 3 I 12 3/4" CA UP LIFT L--H 34' CA UP I IP 2) COTRO 13 I �5 I 115G -3N- S °C8 SG-3 140CM 818"SA(UP) I 140 CFM AF_ L1I - 9r-I SG-3 JACK p) I-- IHB1 10 I1140 M o I I ° I18"AFFII I --- o _ 1 1 118"SA °---- I I — g I 16 I 1 IIUP ---- 1 SG-31 I I —I -- I I 8 — I---J_ L-----JL---JI o I 17 I 8" I °III I 8 ----- ---- --- P P of I I 11 -j 18"A41 —i I L_ J j 6 1 I 1 7 1 1 --J I I I I till I 2 I 1 2 I j I I I I II L 3 1 1 3 II I I I II Q l 1 I I I II 4 I 14 J 3 1 1 I I 1" CA UP 1 7 1 1 7 - 1--- o I 8" SA UPI S 0 CFM I I I SG-3 I i I it I I I I I I L --H-I -- I I_-� _______________ I I I I I II II II 11 j l I I 140 CFM I I I (u I I I 181AFF I I I I I II I I 1 1 I II I II I I I I i II I I I I I 17 - - - 8" SA UP �i t �140CFIM I I I L L_-- -= I 118"AFFL--- II I I I II - I jl 1 II I I I I I I II A L--- J L--- J I O n I I — IF- N 1 0 o F- � o of 1 L�_ _- — - ----- - - - -- — — o ° 0 0 0 1— I _ I 18"AFF I I I j I I I 18'AFF I I 11 �] -- 9 1 I 11 0 i I I � 1 1 1 SA UP! Al I I 1 I F- —I 0 0 0 0 0 11 0 8" SA UP 8" HB-1 1" CA 8" SA UP 8" 0 0 z rEj (H) GENERAL NOTES CONSTRUCTION NOTES 1. ALL WORK IS SHOWN DIAGRAMMATICALLY. a ROUTE DUCT IN UTILIDOR. PROVIDE CONTRACTOR SHALL FIELD VERIFY ALL WATERPROOFED SHEET MEMBRANE DUCT DIMENSIONS PRIOR TO INSTALLATION. WRAP FOR ALL DUCTWORK. LOCATE GRILLE 18" ABOVE FINISHED FLOOR, 2. COORDINATE ALL WORK WITH OTHER DISCIPLINES 2❑ WASTE OIL FEMALE CONNECTION IN PIT. PROVIDE WALL SWITCH FOR WASTE OIL PUMP SOLENOID VALVE IN PIT. a PROVIDE VISUAL / AUDIO ALARM TIED TO LOBE CONTROL SYSTEM. ❑5 ROUTE 3/4' GO, 1" WO, 3/4" CO, 3/4" ATF, (2) 3/4" MO, & 3/4" CA AND 3/4" CW IN UTILIDOR. SEE 0 61 2M5.04 PROVIDE GRACO XD30 REEL SYSTEM OR EQUIVALENT. MOUNT REELS 6" APART FOR ACCESS FOR SERVICING AND ACCESS TO INLET HOSE. SEE 2M5.03 ❑7 EXTEND DUCT INTO PIT AND EXTEND INSTALL GRILLE 18"AFF. g� ROUTE 1"CA PIPE IN UTILIDOR. KEEP TIGHT TO WALL. PROVIDE PIPING SUPPORTS. ❑9 PROVIDE FLEXIBLE HOSE, MINIMUM 40 FT, TO CONNECT TO BACK PANEL OF HYDRAULIC LIFT (TYP:3 FOR EACH PIT) 5-01 AIR HYDRAULIC JACK PROVIDED BY OTHERS. 11 PROVIDE GAS MONITOR DISPLAY PANEL WITH VISUAL ALARM INDICATORS. GAS MONITOR DISPLAY TO BE CONNECTED TO TOXIC, OXYGEN AND COMBUSTIBLE REMOTELY MOUNTED SENSORS. BASIS: TRIGARD WITH 100' REMOTE SENSOR OPTION. OMPRESSED AIR PIPE BELOW SLAB.E NUMBER OF JOINTS AND FITTINGS.NDERGROUND PIPING PERCATION FWRAP 221000.OMPRESSED AIR UP TO LIFT CONTROLE. COORDINATE FINAL LOCATION OFLLER WITH GENERAL CONTRACTOR uw i PARTIAL UNDERFLOOR HVAC/PIPING PERMR CENTER o' 4' a' PLAN 1� SCALE: 1/8" = T-O" 2 M1.03 DESIGNED: APPROVED: DATE: 16015th Avenue, Suite 1600 METRO TRANSIT DIVISION IFC SET si w' q Seattle, WA98101 07/19/19 �F of WA �ji0 SDOUGLAS DCRIPPEN o ,��, %�T zo6.6zz.sszz DRAWN: LIM SOUTH BASE 10 IFC REVISION FSI Z y O FSi consulting engineers kpff www.kpff.com EXPANSION DEVELOPMENT PROJECT Q VE REDUCTION 27 JUNE FSI z Seattle, Washington SDOUMAS to TETRATECH CHECKEDBY PROJECT NO: KltIg GOUT ty VM BUILDING DRAWING NO: Q asl 015 FSI P � ."T Solutions & Service 1129642 Fsl oof, FOlS7EAE \��. wvw.tetrateoh.com ALANGDON Department of PARTIAL UNDERFLO AN 2 M1.03 SS/DNAt EryG 1420 Fifth Avenue, Suite 600 CHECKED BY CONTRACT NO: REV►EWEDFOR Transportation SHEETNO: OF No. REVISION BY APP'D DATE Seattle, Washington 98101 CODE COMPLIANCE s7cxsn Phone:206-883-9300 Fax:206-883-9301 C01300018 APPROVPn JAN 03 2020 City Of Tukwila BUILDING DIVISION GENERAL NOTES CONSTRUCTION NOTES 1. ALL WORK IS SHOWN DIAGRAMMATICALLY. 1❑ INTERLOCK EA AND OSA MOTORIZED DAMPER. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO INSTALLATION. a ROUTE DUCTWORK TIGHT TO STRUCTURE TO AVOID FALL PROTECTION CABLING AND CRANE. 2. COORDINATE ALL WORK WITH OTHER DISCIPLINES. n3 ELEVATE 20'-0" AFF. 3. MECHANICAL EQUIPMENT: CONTRACTOR TO F4 HYDROGEN SENSOR AND AUDIO / VISUAL ALARM PROVIDE ALL ETHERNET RACEWAYS AND ON WALL. 1 2 3 4 5 CABLING, INCLUDING THOSE NEEDED FOR MECHANICAL BAS SYSTEMS. REFER TO n MAINTAIN 12" STRAIGHT DUCT BEFORE A SPECIFICATION SECTION 271500 - TRANSITION VERTICAL UP TO ROOF. PROVIDE 12x12 LOUVER 44x44 LOUVER COMMUNICATIONS HORIZONTAL CABLING AND TEE WITH DRIP LEG AND CLEANOUT AT BOTTOM 150 CFM 3055 CFM SECTION 272000 - DATA COMMUNICATIONS OF VERTICAL RISER SG-3150 44x44 LOUVER SYSTEM FOR SYSTEM REQUIREMENTS. ° 14 0 ° MD 3055 G ❑6 INSTALL THERMOSTAT WITH INSULATED ° CFM 8x 12x12 2 MD _ = ___ 14 A BACKING. 150 CFM FD — F o HR n I I ° 12x6 8 1 1- 36x12 %I - HZ I:flLOCATE RETURN GRILLE TO AVOID GARAGE tZt2 MD DOOR TRACK. 0 CF RY 1E --- �— VE x8 >: I 6"0 UP \ 2 FAN SHALL BE OPERATED BY HYDROGEN MBE RG-1 I \ I RG-1 CFM �MD MD 6"OUP SENSOR. REFER TO SEQUENCE OF OPERATION. A2 102A 150 CFj - I _ 36x28 MD a PROVIDE SMOOTH GRADUAL TRANSITION TO x8 2 F J ERV ROUTE RETURN DUCT BELOW SUPPLY DUCT X8 F FD MD SG-2 1 150 CFM 10 PROVIDE MERV 4 FILTER AT INTAKE LOUVER SG-1 0 FD 13 12x12 3414 2 F 8x8 LUB 8x8 s 22%6" AFF Al 11 FAN SUPPORTED FROM STRUCTURE ABOVE. o ° ° ° 102 ° y 12 ' FAN SHALL BE OPERATED CONTINUOUSLY. GDH I 12 PROVIDE ACCESS PANELS UPSTREAM AND 1 — ---- P 5 f— UH UH T 112x10— 12 4 � RG-1 I '(' � � 24x16 DOWNSTREAM OF IN -DUCT HEATER. FURNISH 110 CFM IUCT 30" X 21" TRANSITION IMMEDIATE O DUCTTURNING VANES AND BAFFLE INHE TER. I UL1 9 SG-4 (24'-0'AFF) LOUVER (TYP CFM 12x8 t 13 INSTALL 12'X12' TRANSFER GRILLE ON THE 10x10 IA 510 CFM r� J (TYP 6) ��r 1120 CFM W AFF 10'-0" AFF I O� MACH E o (TYP 6) o MD 10 WALL, 4' AFF. PAP, LU INSULATE OUTSIDE AIR AND EXHAUST A i 101 I = 1 O I 12x10 I ' 14 DUCTWORK FROM EXTERIOR WALL TO EIRV t I J UNITS. DIMENSIONS SHOWN REPRESENT INSIDE DUCT FREE AREA AND 6x6 (TYP 6) Y' DO NOT INCLUDE DUCT LINING OR INSULATION. I :: 10'-0"AFF ( I 3ERVICE 4 � 10x10 1 2x8 (TYP 6) 0 1Q ❑ _= 12'-9" AFF0[6 11 N t L 5 22x14 12 DH z t I 1 2 t t 14x14 18"SA o t 20x20 ABV E I — I�I— — PUNTER RG-2 °270 CFM 10x10 22x101ox10x10'-0" AFF 90 GFM 0 " 5 i 6x6 (TYP 6) (TYP 2) UH 5 F 5 H- — — — — ° TI MATCHLINE 2 M1.05 CORRID 112 nECEIVED CITY OF WKW ILA DEC 112019 PARTIAL HVAC PERMIT CENTER 0, 4, 6, PLAN / I \ SCALE: 1/8" = V-0" SCALE: 1/8" = V-0" 2 M1.04 1601 Sth Avenue, Suite 1600 DESIGNED: APPROVED: DATE: 1FC SET ��i W. Cq� Seattle, WA98101 SDODGtAS DCRIPPfN METRO TRANSIT DIVISION kpffSOUTH BASE o7/19/19 O SE tiG+� 206.622.5822 DRAWN: IFC REVISION FSI z y O FSi consulting engineers www.kpff.com EXPANSION DEVELOPMENT PROJECT VE REDUCTION 27 JUNE FSI Z Seattle, Washington SDOUGLAS I TEIVATECH CHECKEDBY PROJECTNO: King \rGiUIity VEHICLE MAINTENANCE BUILDING DRAWINGNO: 3 OWSREVISION-NEW SCOPE-AS1004 FSI q 48t88 Solutions & Service 1129642 PERMIT COMMENT RESPONSES FSI �0,,FSfCis 7ERF�G\�� w "iehatech.°om ALANGDON Department of PARTIAL HVA LAN 2 M1.04 S/ONAL EW 1420 Fifth Avenue, Suite 600 CHECKED BY CONTRACTNO: Transportation REVIEWED FOR SHEETNO: OF 5 RFI 124 FSI 07.19_1e IN Seattle, Washington 98101 CODE COMPLIANCE NREVISION BY APP'D Phone:206383-9300 Fax:206-883.9301 C0130OC18 o. DATE sfcxsn JAN 03 2020 City of Tukwila BUILDING DIVISION 7 0 0 N � to N Z x o o ( o o I o d o o o o o RG-1 510 CFM 2 3 4 12x8 (TYP 6) r 4)(14 I I I I SG-1 (24'-Q") I ' 220 CFM I 1414 2 1 1 ; ; 8x8 (TYP 6) I RGA30x20 RG-2 RGA (12'-9" AFF) WH 290 CFM CORRI 290 290 CFM 510 CFM I I I I 290 CF 24x24 18 SA I I F-I 1 12x12 112 12x12 12x8 (TYP 6) I I , , I ( ) RG-2 ° 12A2 0 CFM 6 4 201I 4 TYP @N I P< 20 I I o 290 CFM c6 JANITOR 24x24 - 11 SG-4 (24'-0" AFF) o I 16}c16 r I I o 6x6 10 G 8° S SG-2 510 CFM 10" S 8" SA I I � I I 8 12X12 (TYP 6) I I I I 580 CFM M F SG-2 I I 16" SA I I I I 2424 Li FI$TOR 1414 ; I 6 I I I I 7❑ RG-2 __= 11 4 BLW. I I I ION I I STEPO 8"SA o i I I L— o 290 CFM o H L— I 1 I 11 2424 8" SA 1 I o o I - I I o 12x10 T axs — — — — I — 1 24� 20 I I I 7❑ RG-2 N I inn FM I T 1 20 20 I I 290 CFM C�GHANIC OL CAGE 16x16 m BLW. 14"$A 1 L—� I I F—J 24x24 �� SG 1 117 I I I I UH 140 CFM' 1 I I I I 6 I I I I 8x8 - _ _ RG-2 20x20 i i �\ I -- 10 I 8�� $ I g UH 140 CFM 20x i i' 10" S 6 0 \ I 4 117 I I 5 �� KC SHARED TOOL 1 10 (TYP 3) o `I — — I' ^ I I DH o Gi 4 118 1 _ -44 T 10" SA I 34r2o I 16"f� UP 3 A4 I RGA SG-1 — T ` ❑4 8' SA 1 10 6" EXHAUkT UCT ER E( '4' AF 3055 CF 150 CFM �� UP TO ROQF AP 3 I I 36x28 IDU AHU I 10x10 �\ 4 8"SA 4 S (TYP 2) C 9 2 I R�}g E ( AL (' DDC I )\iv 32x12 - ` }� 34x14 ODU T 1 O I GDH �6"0UP 0 12 6x6 ° ( CONTROL 2 g o / VE MID O MD 2 PANEL 5 MD I o 6 20x20 34x14 o IDU I — — I — 32x12 22'-6" AFF ELEC _ I -- 0 6"EXHAUST 1 V 12 0 4 o r/ 0 4 o 1 UH 121 r UH DUCT UP TO L 2 RG-1 � R 1 %PIR 2 T 1 ROOrvDFCAP 32x12 _ 3055 CFM 5 44x44 LOUVER 44x44 LOUVER GENERAL NOTES CONSTRUCTION NOTES 1. ALL WORK IS SHOWN DIAGRAMMATICALLY. 1❑ INTERLOCK EA AND OSA MOTORIZED DAMPER. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO INSTALLATION. 2❑ INTERLOCK MOTORIZED DAMPER WITH FAN. 2. COORDINATE ALL WORK WITH OTHER R3 INTERLOCK MOTORIZED DAMPER WITH AHU. DISCIPLINES. ROUTE DUCTWORK TIGHT TO STRUCTURE 3. MECHANICAL EQUIPMENT: CONTRACTOR TO BETWEEN BEAMS TO AVOID FALL PROTECTION PROVIDE ALL ETHERNET RACEWAYS AND CABLING. o (o CABLING, INCLUDING THOSE NEEDED FOR o MECHANICAL BAS SYSTEMS. REFER TO ❑ VFD FOR F_1. PROVIDE WITH NEMA 4X — o ; — E SPECIFICATION SECTION 271500 - ENCLOSURE. COMMUNICATIONS HORIZONTAL CABLING AND SECTION 272000 - DATA COMMUNICATIONS Ifl ROUTE DUCT DOWN INTO THE UTILIDOR. SYSTEM FOR SYSTEM REQUIREMENTS. COORDINATE UTILIDOR LOCATION WITH STRUCTURAL. MOUNT VOLUME DAMPER IN A VERTICAL DUCT, MIN TAFF ❑7 VOLUME DAMPERS SHALL BE ACCESSIBLE BY ACCESS PANEL. COORDINATE ACCESS PANEL LOCATION WITH ARCHITECT. MD 8 MAINTAIN 12" STRAIGHT DUCT BEFORE 60A8 LOUVER TRANSITION VERTICAL UP TO ROOF. PROVIDE (8' AFF) TEE WITH DRIP LEG AND CLEANOUT AT BOTTOM OF VERTICAL RISER. 2\_�./) 9 ❑ LOCATE RETURN GRILLE TO AVOID GARAGE DOOR TRACK. 10 PROVIDE SMOOTH GRADUAL TRANSITION TO ROUTE RETURN DUCT BELOW SUPPLY DUCT. 11 ❑ PROVIDE ACCESS PLANELS UPSTREAM AND 30x36 1 DOWNSTREAM OF IN -DUCT HEATER. OUTSIDE EXHAUST IR ANDOR G-1 2 I H DUCTWTE ORK FROM EXTERIIR DUCTWORK FROM EXTERIOR WALL TO ERV T ER UNITS. DIMENSIONS SHOWN )x42 REPRESENT INSIDE DUCT FREE AREA AND )50 CFM DO NOT INCLUDE DUCT LINING OR INSULATION. YP 2) SOLUTION TANK 12" EA UP TO ROOF SG J r---I I I 2 60x48 LOUVER I I (8' AFF) L—_J MD M I 1 PC I 1 I 10" EA UP TO OF — — 0 K 34x20 S — \ ( ) —\ MD _ - 36x28 3055 CFM 6 3055 CFM MD 28x34 \ LOUVER 30x2 D MD a MID 6600 CFM MD 72x48 I —� HR I JJJ �\ i 36x14 12 (9'-0" AFF) 3 M MD 3 3 _ o1 Eel — L 3 vl� ° F o 0 0 12 4 ° 4E 48x60 LOUVE ABV 3 3 3 HR 3 2180 CFM 48x66 LOUVER BLW 30x20 4806 LOUVER 4444 LOUVER 4 4444 LOUVER 6600CFM 2180 CFM 3055 CFM 3055 CFM RECEIVED RG-1 6600 CFM PARTIAL HVAC CITY OP TUY.��t 48x42 DEC 112019 0' 4' 8' PLAN 1 pERMiT CENTER SCALE:1/8" = V-0" SCALE: 1t8" = V-0" 2 M1.05 kpff16015th Avenue, Suite 1600 DESIGNED: APPROVED: DATE: IFC SET V� W (y Seattle, WA98101 METRO TRANSIT DIVISION 07/19/19 Q�� E� WASviy��G 206.622.5822 DRAWN: S DCRIPPEN SOUTH BASE 1 IFC REVISION FSI z yP o FSi consulting engineers www.kpff.comLEXPANSION DEVELOPMENT PROJECT z Seattle, Washington SDOUGLAs VE REDUCTION 27 JUNE FSI KingCOUnty VM BUILDING DRAWING NO: TETMTECH CHECKED BY PROJECTNO: RF1124 FSI P Rp4B0°"o Solutions & Service 1129642 o� CISTwww.tetratech.com ALANGDON Department of PARTIAL HVAC IEWED FOR 2 N11.05 �SS�ONAL ENO\ 1420 Fifth Avenue, Suite 600 CHECKEDBY CONTRACT NO: Transportation CODE COMPLIANCE SHEETNO: OF Seattle, Washington 98101 APPROVED m.is.ie Phono. 206-883-9300 Fax:206-883-9301 C01300018 No. REVISION BY APP'D DATE SMED JAN 03 2020 City of Tukwila BUILDING DIVISION fn LL V Y [D s > 4 a= Wmw m E� oca �oW m m a a 2 Y o m j U .Z tio�a No. a X � 1 2 3 4 ° ° ° ° FYI FT� i \\ LUBE I ` B — — 102A ( _ —\ BRAKE LUB 106 \ ° 102Et C °° I o Uj MACHINE PARTS I w o 101 I Of o -- p — -- —— — --� 0 — — I I— — SE1 6ICE i - I I_� rLA — L----_------ It F 5 o A ° FOR ENLARGED 1 PARTIAL PIPING PLAN, SEE t 2 M1.07 Ii�6 h E:1 0 --- ° o COUNTER L — ( i I _—� — ❑ F 7 --- — CORRIDOR 112 I I II II I I I II �I I I (I II INSPE TION II II 10 l I I (I II II I I I; 11 II II I I 1_ IFC SET IFC REVISION FSI VE REDUCTION 27 JUNE FSI REVISION BY APPD DATE 07.03.19 SIGNED MEN I I o JANITOR ( I° I I I I 115 o I I I r-I � ❑ ❑ r� I I S6R 1 1 JI \ ( STEAM — — — 110 L4 MECHANIC TOOL CAGE ( I I KC SHARED TOOL I I COMM 119 MECHANICAL 1200 ELEC 121 I COMPRESSOR ° 122 — ° ° o I SERVICE ( I ~ I—� I I F---I I I o \ — Ir Ir FOR ENLARGED 1 L I I PARTIAL PIPING PLAN, SEE2+ L --�-\J �%` OVERALL PIPING i PLAN 1 SCALE: 3/32" = V-0" 2 M1.06 14 J GENERALNOTES 1. ALL WORK IS SHOWN DIAGRAMMATICALLY. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO INSTALLATION. DEC 11 2019 PERMIT CENTER 0' 3' 6' a' 12' SCALE: 3/32" = V-1 METRO TRANSIT DIVISION DATE: SOUTH BASE 07/03/19 EXPANSION DEVELOPMENT PROJECT VM BUILDING DRAWING NO: OVERALL PIPING REVIEWED M1.06 FOR SHEETN CODE COMPLIANCE I JAN 03 2020 City of Tukwila BUILDING DIVISION 2 3 4 5 0 0 0 T 0 0 0 2 M4.01 0 0 0 0 F LUBE IT 102A 3/4" CA DN 1-4- T - - - - - 314"WW L (2)314" MID 0 1 0 0 Li 314"ATF 3/4" CO 1"Wo W r4 (D &-1/ GVTR — (TYP) 3 2 M6.03 I �� /2"CA ow MACHIN - - - (2)3/4" CA PARTS 107 I (2)34'MO Lli I I 3/4"ATF D 0 3 1 -4-1/2-MPG I I 3/4" CO I +-f= - - - - - - - - - 1-4- 1 � 3/4" GO I i I i 3/4" CA DN j I WW SERVICE 3/4" CA DN 00 0 C�E 314ATF I uj 2-1/2" CA C14 L - - - - - - - - - - - - - - - - J 3/4"CO 11 1"WO 3/4" CO H- (2)3/4' MO COUNTER J 314"GO t3 4 3/4 (2y 314 11 3/4" CA rl D0l 314" WW V I - — - - - - - - - - - - - - - - - - - - L O MATCHLINE 2 M1.08 161.111110 GENERAL NOTES 1. ALL WORK IS SHOWN DIAGRAMMATICALLY CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO INSTALLATION. 2. COORDINATE ALL WORK WITH OTHER DISCIPLINES. M CONSTRUCTION NOTES in PIPES TO CEILING MOUNTED HOSE REEL SYSTEM. COORDINATE REEL LOCATIONS WITH OTHER TRADES. MOUNT AFF 1T-0" Ifl WASTE OIL CONNECTION POINT. PROVIDE FEMALE CONNECTION. n3 PROVIDE OPEN / CLOSE SWITCH FOR WASTE OIL PUMP SOLENOID VALVE. n4 PROVIDE VISUAL / AUDIO ALARM TIED TO LUBE CONTROL SYSTEM. Ifl PROVIDE GRACO XD30 REEL SYSTEM OR EQUIVALENT. MOUNT REELS 6"APART FOR ACCESS FOR SERVICING AND ACCESS TO INLET HOSE. RECEIVED CITY OF TUK%%ILA PARTIAL PIPING DEC 112019 0' 4' 8' PLAN ri-1), PERMIT CENTER SCALE: 1/8"= V-0" SCALE: 1/8" = V-0" 2 M1.07 1601 5th Avenue, Suite 1600 DESIGNED: APPROVED: METRO TRANSIT DIVISION DATE: 1FC SET Seattle, WA 98101 S DOUGLAS D CRIPPEN 07103/19 FSI 61 kpff 206.622.5822 DRAWN: SOUTH BASE Al IFC REVISION 0 FSi consulting engineers www.kpff.com EXPANSION DEVELOPMENT PROJECT Zj, VE REDUCTION 27 JUNE FS] Seattle, Washington S DOUGLAS im TETM TECH CHECKED BY PROJECT NO, County VEHICLE MAINTENANCE BUILDING DRAWING NO: —28. 1129642 P, 'PIZ" Solutions & Service OA /STE w Aetratach.wm ALANGDON Department of PARTIAL PIPI 2 M1.07 AL NG\1420 Fifth Avenue, Suite 600 CHECKED BY CONTRACT NO: Transportation VIEWED FOR SHEETNO: OF N Seattle, Washington 98101 CODE COMPLIANCE No. REVISION BY APP'D DATE 07,03.19 Phone: 206-883-9300 Fax: 206-883-9301 C0130OC18 APPROVED JAN 03 2020 CRY Of Tukwila BUILDING DIVISION 2 MATCHLINE 2 M1.07 — _ CORRIDOR VMEN11 MECHANIC TOOL CAGE 117 0 ( KC SHARED TOOL 118 3/4" CA DN IDU SUMP PIT 2 i COMM ALARM 119 MECHANICAL 120 ODU 2-1/2" CA 2 LI 4 n 3 I I IDU LEC 3 121 � OFC II 1 N 1 I 1-1/2"MPG ON. SEE MbbESSOR ° o( CONTINUA Al m � qLtI° 0 0 2 2 M4.01 N [D Y m o o o aW9 „mom m IFC SET ooa o OWS REVISION - ASk008 oaa � 0 VE REDUCTION 27 JUNE o U cq D 13 k 3 ASI-004 o m g o Y ¢ 44 ASI-015 cd w W o a No. REVISION i5x� 0 w z x h 4 it 2-1/2" CA I I R (2)3/4" MO 3/4" ATF 3/4" GO 3/4" CO 1" WO i 1/2" MPGEl El 3/4" CO I 3/4" CA 3/4" ATF 1 6 (2)39' CA (2)314" MO 3/4" CA---- 0 I ( ( o) ° 1 i� 2 II II II (� 8 (2)3/4" CA I I 3/4" CA 1 3/4" CA DN SUMPPITALARM 3/4" CO 314" ATF (2)3/4" MO 1" MPG SE ICE 1 1 0 S 5 CONTROL PANEL�,.I 1" LPG OWS GDH I VISUAL PANEL 112"MPG 2 LJ o 5 0 112" GVTR — o 1-,,-1-1/4" MPG 0 0 0 0 0 0 OT19.19 SXhTD 6 7 8 0 0 I 0 0 0 0 V 0 0 l 0 o 0 0 0 q 11 �(2)3/4" CA 3/4" WitI I I 1I 1"WO I — I I — F 3/4" CO I 1 i 3/4" CA I 3/4" AT rr II (2)3/4" h 2-1/2" C 10 I N— I I o I I I I 3/4" GO ° i I I I I 1„ WO i I I $ I 3/4" CO I I I I I 314" ATF (2)3/4" MO STEAM 3/4" _ I 3/4" CA _ D 3/4^ GQ I I 1" No I I I 2 3/4" C& 3/4" C(� 4 r — 4 3/4" ATF (2)3/4" MO I 1 3/4" A77IF (2)3/4" M I 11 ' CA (lYP) 2 M5.03 PW 1-1/2" CA � 4 / Y \ (2)3/4" to 10 '1 CA DN 1 3/4" CA DN ° 1"CADNI GDH r{�c I I ° 1-1/4" LPG I I I I I I I -o PG I I I I A3 I I I I L j L 011111 ° 1 - ° 0 o r 0 0 L 1/2"GVTR I -- I 3_/4" CA--\ 9 23" CHEMICAL ICAL FEED DN /4"CADN o o o I ° 0 O ° 0 ° PARTIAL PIPING PLAN K T 1 SCALE: 1/8" = 1'-0" 2 M1.08 kpff16015th Avenue, Suite 1600 DESIGNED: APPROVED: Seattle, WA 98101 S DOUGLAS D CRIPPEN 206.622.5822 DRAWN. FSi consulting engineers www.kpff.com Seattle, Washington 8D000LAS 0i CHECKEDBY PROJECTNO: Solutions & Service TETMTECH1129642 (N www.tebatechmm A LANGDON 1420 Fifth Avenue, Suite 600 CHECKED BY CONTRACT NO, Seattle, Washington 98101 Phone: 206-883-9300 Fax: 206-883-9301 C01300C18 GENERAL NOTES CONSTRUCTION NOTES 1. ALL WORK IS SHOWN DIAGRAMMATICALLY. inPIPES TO CEILING MOUNTED HOSE REEL CONTRACTOR SHALL FIELD VERIFY ALL SYSTEM. COORDINATE REEL LOCATIONS WITH DIMENSIONS PRIOR TO INSTALLATION. OTHER TRADES FOR POWER REELS. MOUNT AFF IT-O" 2. COORDINATE ALL WORK WITH OTHER DISCIPLINES. ❑2 ROUTE PIPING DOWN OUTSIDE WALL AND INTO UTILIDOR. ROUTE PIPING IN UTILIDOR TO THE INSPECTION PIT HOSE REELS. ❑3 WASTE OIL FEMALE CONNECTION IN PIT. NATURAL GAS RISER. FURNISHED BY GAS UTILITY. ❑5 ROUTE RS AND RL PIPING FROM OUTDOOR UNIT TO INDOOR UNIT(S). SIZE PIPING PER MANUFACTURER'S RECOMMENDATIONS. a PROVIDE WALL SWITCH FOR WASTE OIL PUMP. TIE TO LUBE CONTROL PANEL. ❑7 PROVIDE VISUAL / AUDIO ALARM TIED TO LUBE CONTROL SYSTEM. ❑8 PROVIDE GRACO XD30 REEL SYSTEM OR EQUIVALENT. MOUNT REELS 6" APART FOR ACCESS FOR SERVICING AND ACCESS TO INLET HOSE. El EXTEND PIPING ALL THE WAY TO OWNER PROVIDED CHEMICAL FEED SYSTEM. PROVIDE ELECTRICAL OUTLET FOR CHEMICAL FEED SYSTEM. OWNER SHALL BE FURNISHING AND INSTALLING PUMP AND TUBE FOR PH ADJUSTMENT CHEMICAL. PUMP SHALL BE INSTALLED ABOVE 50 GAL DRUM. COORDINATE LOCATION WITH OWNER. 10 ROUTE PIPING OUTSIDE WALL AND INTO UTILIDOOR. INSTALL ISOLATION VALVE 4' AFF. 11 ROUTE PIPING OUTSIDE WALL AND DOWN BELOW SLAB. CONNECT PIPE TO LIFT CONTROLLER. INSTALL ISOLATION VALVE 4' AFF. n RECEIVED CITY OF TUIWILA DEC 112019 o' 4' a' PERMIT CENTER SCALE: 1/8" = r-a" METRO TRANSIT DIVISION DATE A SOUTH BASE a711s/1s EXPANSION DEVELOPMENT PROJECT OCingCounty VEHICLE MAINTENANCE BUILDING DRAWING NO: Department of PARTIAL PIPING iLAN 2 M1.08 Transportation REVIEWED FOR I SHEET NO: OF CODE COMPLIANCE JAN 03 2020 City of Tukwila BUILDING DIVISION c6 = 3 xma IC 14 I IFC SET IFC REVISION FSI VE REDUCTION 27 JUNE FSI I u ( I I W I � (m PARTS I w 101 I I � II===I ( I I I L� r— L-------------I 3) (4 �1 FYI I \ I I AAC SINE I o I o o I ---i I I ( SE8CE 1 — — I ( I I CO 104 ER I I I r CORRIDOR 112 JANITOR 115 N� MEN 114 STOR I J) I J) 115 o ICI ICI — I MECHANIC TOOL CAGE 117 KC SHARED TOOL REVISION 1 BY I APP'D I DATE 07.03,19 NOW COMM 119 MECHANICAL 120 O ELEC 121 COMPRESSOR ° 122 O o 5 o 0 0 ° A FOR ENLARGED 1 UNDERFLOOR PLAN, SEE 2 M1.12 FOR ENLARGED 1 PARTIAL PLUMBING PLAN, SEE 2 0 7) (8 o o o o 0 — o o 0 0 0 o r—� r— I I I \ 1 _ I I O O O O- Irl I I r \� I ( FOR ENLARGED J I ItE I UNDERFLOOR PLAN, SEE 2 M1.11 \ I L - I FOR ENLARGED 1 PARTIAL PLUMBING PLAN, SEE 2 M1.13 ��4 .L OVERALL PLUMBING 0 o 0 o ° ( SERVICE I I \ I I \ I II 11 0 GENERALNOTES 1. ALL WORK IS SHOWN DIAGRAMMATICALLY. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO INSTALLATION. 2. COORDINATE ALL WORK WITH OTHER DISCIPLINES. RECEIVED CITY OF TliK%VILA DEC 11 2019 PERMIT CENTER 0' 3' 6' 9' 12' SCALE: 3/32" = 1'-C METRO TRANSIT DIVISION DATE: SOUTH BASE 07/03119 EXPANSION DEVELOPMENT PROJECT VM BUILDING DRAWINGNo: OVERALL PLUM F0 2 M1.09 CODE COMPLIANCE SHEET NO: OF APPROVED a JAN 03 2020 City of Tukwila BUILDING DIVISION 1 T 3 4 I ) O O O O — — -- �o of —la DLIT. I _� --- "WUP I I I I RFI 129 - Neutralization Tank OWS I J I II —, I I U Piping Conflict I ( I I II I I T I `OWIUP I 7V UP I I I 1 r L I II L— —J I I II I I ' o 0 D I C I —— J I I II I I I I IF-= I I I I I I 2"V UP 4"OW UP TV UP VDN---------I I-------- I I I I "OW 4"OW I 2"V DN I 4"OW I _L---------------- --� TOW UP —I 2"VDN r = -------- I TV UP — 4"0W DI—f----- - L J I I� I I II I I U I I --------------- I I I z _l I IFI I I I I J I ' II 11 II �L� III I I„ I I I I I I _ 11 II —, II F—t rn —---------F MATCHLINE 2 M1.11 PARTIAL UNDERFLOOR PLUMBING PLAN r1—,\N SCALE: 1/8" = V-0" 2 M1.10 GENERAL NOTES 1. ALL WORK IS SHOWN DIAGRAMMATICALLY. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO INSTALLATION. 2. COORDINATE ALL WORK WITH OTHER DISCIPLINES. RECEIVED CITY OF TUKWILA DEC 112019 PERMIT CENTER 0' 4' 8' SCALE: 1/8" = V-0" 16015th Avenue, Suite 1600 DESIGNED: APPROVED: DATE: METRO TRANSIT DIVISION 07103/19 (FC SET �� f Cgti kpff Seattle, WA99101 SDOUGLAS — DCRIPPEN SOUTH BASE <� P�6 W �y�T 206.622.5822 DRAWN: Al IFC REVISION FSI z h� o FSi consulting engineers www.kpff.com EXPANSION DEVELOPMENT PROJECT 2 VE REDUCTION 27 JUNE FSI z Seattle, Washington SDOUGLAS _ L-9 CHECKED BY PROJECT NO: Kh County VM BUILDING DRAWING NO: 'P0� gfCiS7ER0 ��A Solutions &Service v .tetratech.wm ALANGDON 11 2 964 2 Department of PARTIAL UNDERFLOOR PL 2 M1.10 FSS/OVAL ENG` 1420 Fifth Avenue, Suite 600 CHECKED BY CONTRACT NO: Transportation CODE COMPLIANCE SHEETNO: OF No. REVISION BY APP'D Seattle, Washington 98101 DATE 07A31S Phone:208-883.9300 Fax:206-883-9301 C01300018 APPROVED SlGN80 JAN 03 2020 City of Tukwila BUILDING DIVISION 2 3 4 MATCHLINE 2 M1. I N W z x c� �JJ 11 I I U I 0 I r� L Z& f(TYFD4— FCO j ti P) 1 I f --------------- - -�5L--H J I 4"OW 3"W UP 2"V UP UPDN L4"WUPI2"W UP F3"W UP I IrI IjIIr I I r-jIjIIIII 2"W UP 1 1 2" UP 111 \ I -CO FCth i\ III h I 4 III 3 ( II III F- I I -1 I -1 -----� III I— 4"W UP I I rtll \ \ I I - JU III \III II \III L-tJ 4 I 1 3 W 2 M5.03 I IL -11 1 1 IL JI I I I I 4"W I I I I I I I I L_, I II II II II t II II II II II I II II II II II I H 7- 1 i- n 1 I L�-,� J L- L-1 -i i- n i i 4"OW I I — -II f! It RFI084-6" Waste IE j - J II I I I( P) I I IFID L--HJ 3� I I_ J it 11- J(TYP) II 1 II II III P II I I 6"W I I 4"W I I 1 1 I X y I I I 1 IE = 5'-10IL I I 2"W UP U I I I I I I I\ I I (I I L 2"V UP-� � 12"V DN /� j 3 iFCO/IF- -11 "OW I II- -tI\ „OW u I II 2"WUP 1 /41IF- I r- -7 \ r- 1I 6"W I I tITS Fj EATCW TO SITE, 1 2"V UP I I tI L - JIL SEE CIVIL FOR 2"VUP I L I SPI II I/CONTINUATION 12"W UP r - - _ _ _ ( FCO - t I II L J FCO �- 4"OW I t 2"WUP L-T_ 8 I L- TV UP J ° \� / 2"W UP I2"WUP // --- \�� A 3 V 2"W UP 6"W UP� 2"W UP PARTIAL UNDERFLOOR PLUMBING PLAN f T ), SCALE: 1/8" = V-0" 2 M1.11 -1 _ F- -7 _ F- L--J L_ J I I I I A I I 1 j I FCO I 3� 1 I -FCO 3 I I I FCOr I al (TYP) I L I 1 7 I 1 I I t"OW 1 I 4"OW I r 1 4"ONi I I I �I I A I I 3 I (I I I I I I 1 I L-, I I I 1 4' I I I I —I r of 2 M5.03 I I I I I I F_J I I I I I t''OW II { 1 I 4"OW I I 4"OW I I I !3 I I 3 I i I3 Lo I I I "OW I I I I I SP 1 8 I I I HE F- -1 tc 3/4' r I I I I I I 1 I r— I I I I I I I I I 1FT I I I I I I I I I I I I I I L_4 I I I I I I I I I I I I I I I I I I I I I I I 1 I I rzl I I I I I I I 7— IT I I I I I I I I I l I I I I L- I I I I I I I I I I I I I I I I I I I I I I I I I I I I r I I I I I I I I E �1— ( I I� FCO ` — r - 4"OV� I FEED 4 OW FCO-\ I i 4"OW FCO--""I 1-------i-- I I I I { I ' I AN I 1 I I — — — — — — — — — 4 2 M7.01 2 M7.01 GENERAL NOTES CONSTRUCTION NOTES 1. ALL WORK IS SHOWN DIAGRAMMATICALLY. 1a 3" CW UP TO DOMESTIC WATER RISER. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO INSTALLATION. El CONNECT TO MAIN SANITARY SEWER. SEE CIVIL FOR CONTINUATION. INVERT ELEVATION IS AT 5' 2. COORDINATE ALL WORK WITH OTHER BEYOND BUILDING. DISCIPLINES. 3❑ FURNISH AND INSTALL PUMP IN THE SUMP PIT. aSEE CIVIL SPECIFICATIONS AND DRAWINGS FOR BACKFILL AND COMPACTION REQUIREMENTS. - E aSETTLEMENT TANK, REFER TO STRUCTURAL. PROVIDE DRAINAGE PIPING BETWEEN TRENCH DRAIN AND SETTLEMENT TANK ❑6 4" PW PIPE CAST IN CONCRETE CONNECTING SUMPS. LOCATE PIPE CLOSE TO SUMP FLOOR TO ALLOW PROPER DRAINAGE. COORDINATE WITH STRUCTURAL, SEE — F 7 ❑ WASTE PIPING SHOULD BE ROUTED UNDER PIT SLAB. SUMP PUMP ASSEMBLY INSTALLED BELOW PIT FLOOR. PROVIDE TANK COVER ACCORDING TO TRAFFIC LOAD. INSTALL CONTROL PANEL IN THE — G SERVICE BAY, MIN 6' AFF. PROVIDE SIGNAGE. - "V UP _ 1 II II II � I �-2"V - - - - - -_-� I I - - - - �_ E=T-0" j - I_ � I I .' II I ( VE I r I AN 2 I I 3 I - — — — — — — — — — RECEIVED CITY OF TUK VILA DEC 112019 PERMIT CENTER —4 0' 4' 8' SCALE:1/8" = V-0" 1601 Sth Avenue, Suite 1600 DEIGNED: APPROVED: METRO TRANSIT DIVISION DATE: IFC SET �t1 WA�q� kpffSeattle, WA98101 SDOUGlAS DGRIPPEN LIM 07/19/19 pp.�206.622.5822 DRAWN,SOUTH BASEFSi consultin en ineers www.kpff.com RFI-087 FSI = y O g g EXPANSION DEVELOPMENT PROJECT z Seattle, Washington sDOUGLAS King County VM BUILDING 0 VE REDUCTION 27 JUNE FSI 3 OWS REVISION - NEW SCOPE-AS1004 FSI - CHECKED BY PROJECTNO: DRAWING NO: �o Rp�,STEREO �� Solutions & Service 1122 .� � www.tetretech.com AtANGDON Department of PARTIAL UNDERFLOOR PLUMBING PLAN 2 M1.11 ® PERMIT COMMENT RESPONSES FSI FSS�ONAL ENG\ 1420 Fifth Avenue, Suite 600 CHECKEDBY CONTRACT NO: Transportation - SHEET NO: OF No. REVISION BY APP'D DATE 07819 Seattle, Washington 98101 REVIEWED FOR 7.19.1 Phone:206-883-9300 Fax:206-883-9301 C01300CIB CODE APPROVED JAN 03 2020 L ty of TukwilaDING DIVISION 0 0 C n� T2 0 2 M4.01 MAN 0 0 PARTS 101 D I I I I I I HB-1 I I L---------------- J LUBE FD-1 102A 3) f4 0 0 1 0 0 —O --- O O ES1 Y f � 2 II) -4 BRAKE /I 10 II TP-1 2-1/2 CW TV DN 2"VTR I ( 1-1/4"HW I FCO 2" VTR I o— UP MA k1E 1-1/4"HWC 2"V ON I13 I I I FDA ( I FD-1 FD-1 — — — _ _ HB-1 --2"VDN ' I SERVICE HB-1 I 1 8 I 1 I I -c- —-m-®-�— H— I — I I COUNTER II L — J I I IF 1-04 !I I I I I I I I I I 2-1/2"CW 1-1WHW L-------- Q_------J T 1-1/4"HWC — O MATCHUNE 2 M1.13 5 0 , r GENERAL NOTES 1. ALL WORK IS SHOWN DIAGRAMMATICALLY, CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO INSTALLATION. 2. COORDINATE ALL WORK WITH OTHER DISCIPLINES. CONSTRUCTION NOTES FPROVIDE TRAP PRIMER CONNECTION FOR ALL FLOOR DRAIN. CONTRACTOR SHALL LOCATE MANIFOLD AND PROVIDE ACCESS PANEL. COORDINATE ACCESS PANEL WITH ARCHITECT. EPROVIDE PH MONITOR PANEL FOR UNDERGROUND NEUTRALIZER TANK PROVIDE HOSE REEL WITH MOUNTING BRACKET COORDINATE FLOOR DRAIN LOCATION WITH CIVIL. , RECEIVED CITY OF TUK%VILA --� DEC 112019 PARTIAL PLUMBING %�� PERMIT CENTER o' 4' 8' PLAN SCALE: 1/8" = V-0" SCALE: 1/8" = V-0" 2 M1.12 16015th Avenue, Suite 1600 DESIGNED: APPROVED: DATE: IFC SET W. cq Seattle,WA98101 METRO TRANSIT DIVISION F, w iji kpff S DOUGtAS — D CRIPPEN k 07/03/19 ^. 206.622.5822 SOUTH BASE 0 IFC REVISION FSI = ' o FSi consulting engineers www.kpff.com DRAWN: EXPANSION DEVELOPMENT PROJECT 2 0 VE REDUCTION 27 JUNE FSI z Seattle, Washington S DOUGLAS — PROJECTNa King County VEHICLE MAINTENANCE BUILDING DRAWING NO: R 482890 �. Solutions & Service ''. 1129642 fCt STER4' �{� www.tetratech.com ALANGDON Department of PARTIAL PLUM N 2 M1.12 FSSI DNA L ENE;1 1420 Fifth Avenue, Suite 600 CHECKED BY CONTRACT NO: TranSpOrtatlOn REVIEWED FOR SHEETNO: OF Seattle Washington CODE COMPLIANCE No. REVISION BY APP'D DATEIN gton 9910t m.05.19 Phone:206-883-9300 Fax:206-883-9301 C0130OC18 sresan ®PDGlnvcn JAN 03 2020 City of Tukwila BUILDING DIVISION ITIi1L43:1111I,11_4 2 M4.01 z x E- GENERALNOTES 1. ALL WORK IS SHOWN DIAGRAMMATICALLY CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO INSTALLATION. 2. HEAT TRACE ALL PIPING IN STREAM BAY. 3. COORDINATE ALL WORK WITH OTHER DISCIPLINES. CONSTRUCTION NOTES NOT USED ❑2 CLEANOUT ACCESS COVER RATING IS BASED ON MAXIMUM ANTICIPATED TRAFFIC LOADING (BETWEEN 7500-10,000 LBS.) 3 ROUTE CONDENSATE TO FLOOR DRAIN IN MECHANICAL ROOM. 3"CW DN a PROVIDE AIR GAP TO FLOOR DRAIN PROVIDE HEAT TRACE PRIOR INSULATION FOR ALL OUTDOOR PIPING. SHUT OFF HEAT TRACE WHEN OUTDOOR AIR IS ABOVE 407 PROVIDE TRAP PRIMER CONNECTION FOR ALL a FLOOR DRAINS. CONTRACTOR SHALL LOCATE MANIFOLD AND PROVIDE ACCESS PANEL. COORDINATE ACCESS PANEL WITH ARCHITECT REFER TO ARCHITECTURAL AND STRUCTURAL 8] FOR TRENCH DRAIN, HOSE REELS FURNISHED BY PARTS WASHER VENDOR. MOUNT HOUSE REELS 4'-0"AFF. 10 FURNISH AND INSTALL SCHEDULE 80 PIPING AND ACCESSORIES BETWEEN PW-1 AND HOSE REELS. 11 ROUTE CW OUTSIDE WALL INTO UTILIDOR. 12 CW AND HW PIPING SHALL BE HEAT TRACED, COORDINATE WITH ELECTRICAL (TYP). REVIEWED FOR RECEIVED CODE COMPLIANCE CITY OF TUmVILA APPROVED DEC 112019 PARTIAL PLUMBING JAN 03 2020 PLAN j 1� City of Tukwila PERMIT CENTER 0' 4' 8' SCALE: 1/8" = V-0" 2 M1.13 BUILDING DIVISION SCALE: 1/8" = V-0" 16015th Avenue, Suite 1600 DESIGNED: APPROVED: DATE: c METRO TRANSIT DIVISION ' /� C SET �� Q� Seattle, WA 48101 S DOUGLAS — D CRIPPEN p 07/03/19 Q� PEE � �� ZM622.5822 DRAWN: SOUTH BASE Al IFC REVISION FSI = y p FSi consulting engineers kpff wwuv.kpff.comLEXPANSION DEVELOPMENT PROJECT 0 VE REDUCTION 27 JUNE FSI z Seattle, Washington SDOUGLAS _ TETMTECHCHECKED BY PROJECT NO: King County VEHICLE MAINTENANCE BUILDING DRAWINGNO: P�F �fOt3TERF �� Solutions & Service ww Jebatech.com ALANGDON 1lzssaz Department of PARTIAL PLUMBING PLAN 2 M1.13 FSS/ONAL ENV'\ 1420 Fifth Avenue, Suite 600 CHECKED BY CONTRACT NO: Transportation SHEETNO: OF No. REVISION BY APP'D DATE Seattle, Washington 98101 StCXBD m.MD Phone: 206-883-9300 Fax: 206•883-9301 C0130OC18 a T -9 T A — 11 11 It F 2 3 T 5 6" EXHAUST DUCT UP �i (TYP 6) TO ROOF CAP --- '° —6_EXHAUST �— TO ROOF CAP e 2" VTR —/ 2" VTR 0 1/2" GVTR =------------� I I I I I I r4" VTR 0 I I I I I = I I = I 1/2" GVTR--- 6" EXHAUST DUCT UP TO ROOF CAP (TYP 3) I I I I 2" VTR I I 2" VTR II IJ----------—-------- ----— —— — A 6" EXHAUST DUCT UP TO ROOF CAP 6" EXHAUST DUCT UP TO ROOF CAP (TYP 2) 0 0 1/2" GVTR1 6 12"EA UP TO ROOF 1/2" GVTR �2" VTR 10" EA UP TO ROOF OVERALL MECHANICAL ROOF PLAN /� 1 SCALE: 3/32" = V-0" 2 M1.14 GENERAL NOTES 1. ALL WORK IS SHOWN DIAGRAMMATICALLY CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO INSTALLATION. 2. COORDINATE ALL WORK WITH OTHER DISCIPLINES. E i 9 0 REVIEWED FOR CODE COMPLIANCE APPROVED JAN 0 3 2020 City of Tukwila BUILDING DIVISION FLAG NOTES 1❑ (6) 2" TANK VENTS. TERMINATE T ABOVE ROOF. nECEIVED CITY OF TUt,'L%V1 A DEC 112019 PERMIT CENTER 0' 3' 6' 9' 12' SCALE: 3/32" = 1'-0' �+ 16015th Avenue, Suite 1600 DESIGNED: APPROVED: DATE: 1FC SET �� W. 1.4 Seattle, WA98101 SDOUGIAS DCRIPPEN METRO TRANSIT DIVISION _� W^. — SOUTH BASE 07/03/19 206.622.5822 DRAWN: o �P FSi consulting engineers19ff www.kpff.com EXPANSION DEVELOPMENT PROJECT 1 IFC REVISION FSI M y Seattle, Was ington 0 VE REDUCTION 27 JUNE FSI cooUGLAS CHECKED BY — PROJECT NO King COUIYty VEHICLE MAINTENANCE BUILDING DRAWING NO: 'R, ISTERRO �� Solutions & Service w Aevatech.com AIANGDON t129642 Department of OVERALL MECHANICAL ROOF PLAN 2 M1.14 fSs10MAL ENG\ 1420 Fifth Avenue, Suite 600 CHECKED BY CONTRACT NO: Trnsportation SHEETNO: OF No. REVISION BY APP'D DATE Seattle, Washington 98101 07.03.19 Phone:206-883-9300 Fax:20"83-9301 C01300C18 StGNSD 0 0 3 N m a 3 1 II � II 1 1 1 1 I I I I TW UP I 11 II II II I °L=JJ II II II I I II II II I II II , I I II L_J I I J I I I I I O I L I 4 "W UP I r I I I II II II II I II II I I__ -..- J I I L----------------1 I--------- J __ ---J '-❑-- - I I ----------- I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I GENERAL NOTES CONSTRUCTION NOTES 1. PIPING IS DIAGRAMMATIC. CONTRACTOR SHALL F11 TRANSITION FROM 4"W TO 6"W TO CONNECT TO FIELD VERIFY ALL DIMENSIONS PRIOR TO SITE SANITARY. REFER TO CIVIL FOR INSTALLATION. CONTINUATION. 2. PROVIDE HEAT TRACE AND PIPING INSULATION FOR BELOW FLOOR TRAP 3. CONTRACTOR SHALL PROVIDE WASTE AND VENT PIPING IN VOID BETWEEN GROUND AND TRAILER DECKING AND PROVIDE FINAL CONNECTION TO SITE SANITARY CONNECTION. REFER TO CIVIL FOR SITE SANITARY CONNECTION. 4. COORDINATE ALL WORK WITH OTHER DISCIPLINES. 5. REFER TO 2 FOR PLUMBING RISER a ROUTE CLEAN OUT PIPING ALL THE WAY TO ABOVE GROUND. COORDINATE WITH ARCHITECT FINAL LOCATION AND COVER PLATE. 3❑ CONNECT TO TRAILER VENT CONNECTION —� ❑ I 0--1-i-I-LL-- - ° ❑ 4" -- WUP ❑ __-� I ------------- II II II II III ----- II II II II O III , I I J I I' i t ----- L C- J I I 3"WUP I j l i _---- I I _-J I I I I I TWUP I I O C=====- ----------�� lI 1 j I II II ---- ��- �� -�� I I II I II II II II II I II � II I I I TW UP I n I I 3"W I I r1 ^ I------ C----------- - - - - I -----I ----- I I ------ I I --- J------------�J \---m-----I I 17- 1 ---� 3"WUP I j I� ,� I� ,i 1 O I II II II � � IIIL II I I IL ------ r--- ---- ---� L U-- `J--- = -- i I---y I I I I I I , 4"W 4"W UP 4"W UP 4"W UP 4"W UP O 11 �� II II I I J III � I I I I I k� �72"V`IIPW O 4"WDOWN I I T -o � I j0f 1 � � � � 1 1 4"W I I I i� 11 a III I I - -_=�- -U f� _ )-I-L---_ 11 ---- -Z �__----------------------------I i 1I------ ----I ---V.. -- r=--i1,T=ir-(4"WUP LJL`JII I 4"WUP I I L_-_J V❑2"VUP I I (TYP 2) 2"W I I I (TYP 3) I I I I II I O II I I II I I I I n I I I I I I I I I I I I I I II II II II I II __� OL-°- - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- ----- ----- -------" - ----------------------_ -- --- ❑ O 1Ar I I IIIII I I I I I I I I I I I I I I I I I I I I I I - - - - - - - C--------------, -1 I I I I I I I I I I I I RECEIVEDI------— — — — — — — — — — — — — — — CITY OFItit:4411.A UNDERFLOOR PLUMBING DEC 112019 0' 2' 4' PLAN r1 PERMrr CENTER SCALE: 114" = V-0" 2 M1.16 1 16015th Avenue, Suite 1600 DESIGNED: APPROVED: METRO TRANSIT DIVISION DATE: IFC SET W. �q Seattle, WA98101 07/03/19 7i S000GLAS — DCRIPPEN SOUTH BASE O� tE� i�r kpff www.kpff.c DRAWN: W Q IFC REVISION FSI 2 y o FSi consulting engineers www.kpff.com EXPANSION DEVELOPMENT PROJECT VE REDUCTION 27 JUNE FSI Z Seattle, Washington soouGlas — CHECKED BY PROJECTNO: �IngGounty VM TRAILER DRAWING NO P Rf4828 TF,O �. Solutions & Service 1129642 2 M1 16 ER Gv�� www.tetratech.com AIANGDON Department of UNDER FLOOR PLUMBING PLAN SS�ONAL EN 1420 Fifth Avenue, Suite 600 CHECKED BY CONTRACT NO: Transportation SHEETNO: OF No. REVISION BY APP'D DATE eial is Seattle, Washington 98101 S1CNS0 Phone: 206-883-9300 Fax: 206-883-9301 C0130OC18 OEM N 2 3 3 2 I I I I 30"x20" IDE HEAT TRACE PRIOR INSULATION FOR ALL OUTDOOR PIPING. SHUT OFF HEAT TRACE MD O-I- -t- -I- -gyp MD WHEN OUTDOOR AIR IS ABOVE -- r-�==-A 40°F - MD I I MD - - \ 6" DRY FIRE PROTECTION 2" CW \\ //----� LINE TO VEHICLE --- I 1-114" MPG \/ 30"x20" 2" CW 2" CW 30"x20" MAINTENANCE BUILDING 4 48x66 j \\ 1-1/4" MPG 1-1/4" MPG 6600 CFM 6600 FM // \\ 6 28"X34" 28"X34" 72X48 (9'-0" AFF) 2-1/2" CA Al 2-1/2" CA 6600 CFM _ _ (9'4' AFF) r--III(- 1--n If —---11(I- -I I /� I �1-1/4"MPG \ MD I IIII I II RG-1 /,\ RG-1 II I IIII I MD I ----------- /� I Ili IIII I 1148x42 48x42 Al I IIII hl------- - --- I -------- III OIL--J-J1660CFM 6600 CFM (L-L-- IIO -- 3 3 I 3" CW AR COMPRESSOR r _ i COMPRESSOR 1 122 I I 122 � r— PRESSURE BACK 9 I I AR \\ C i� I I g, � �I I I I -1/2" CONDFLOW PREVENTER BACKFLOW SEE DETAIL 1 PAD SHEET 2M5.05 1 2 I I PRESSURE BACK �i \\1.1 I FLOW PREVENTER I I COMPRESSOR ROOM COMPRESSOR ROOM SECTION KT� SECTION SCALE: 1/4" = V-0" 2 M3.01 SCALE: 1/4" = V-0" 2 M3.01 REVIEWED FOR CODE COMPLIANCE APPROVED JAN 03 2020 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUICWILA DEC 11 2019 PERMIT CENTER DESIGNED: APPROVED: DATE: c 16015th Avenue; Suite 1600 METRO TRANSIT DIVISION IFC SET W' �q kpff Seattle, WA98101 07/19/19 ��,�E°F wAsf/�1,�Gi 206.622.5822 D AWN: S DCRIPPEN SOUTH TH B A GAG _ 6 RFI 124 FSI ° ` o FSi consulting engineers www.kpff.com EXPANSION DEVELOPMENT PROJECT 2 VE REDUCTION 27 JUNE FSI Seattle, Washington SDOUGLAS 10 i'm OWSREVISION-NEW SCOPE -AS FSI TETRATECHCHECKED BY PROJECT NO: KIIIgCOUnty VM BUILDING DRAWINGNO: q ♦0289 rio Solutions & Service tt2`'2 2 M3.01 'oo FOISTEtt° �`��` www.tetratech.cam ALANGDON Department of SECTIONS 4 PERMIT COMMENT RESPONSES FSI ASS/ONAL ENO\ 1420 Fifth Avenue, Suite EGG CHECKED BY CONTRACT NO: Transportation SHEET NO: OF 5 RFI 035 FSI Seattle, Washington 98101 D7.1919 Phone: 206-863-9300 Fax: 206-883-9301 C01300018 No. REVISION BY APP'D DATE Scam 0 d T `5 2 3: 3 L K I I I I L------------I COMPRESSOR ROOM SECTION r 1 SCALE: 1/8" = V-0" 2 M3.02 REVIEWED FOR CODE COMPLIANCE APPROVED JAN 0 3 2020 City of Tukwila BUILDING DIVISION nECEIVED CITY OF TUK% ILA DEC 112019 PERMIT CENTER 16015th Avenue, Suite 1600 DESIGNED: APPROVED: METRO TRANSIT DIVISION DATE: IFC SET w. tq Seattle,WA98101 07119119 �F, OF NA iji 6.622.5822 DRAWN: AS DCRIPPEN A SOUTH BASE �Pc FSi consulting engineers kpff www.kpff.com DRAWN: IFC REVISION FSI z. �, 0 9 9 � EXPANSION DEVELOPMENT PROJECT VE REDUCTION 27 JUNE FSI Z Seattle, Washington S DOUGLAS y I i TETRATECH CHECKEDBY PROJECTNO: King COU my VM BUILDING DRAWINGNO: 3 OWSREVISION-NEW SCOPE-AS1004 FSI : {e:e9 Solutions & Service 112%42 `oF �fGfSTERF'° �`�w+,w.tetratech.com ALANGDON Department of SECTION 2 M3.02 PERMIT COMMENT RESPONSES FSI FssioNA E�jG� 1420 Fifth Avenue, Suite 600 CHECKED BY CONTRACT NO: Transportation SHEET NO: OF RFI 124 FSI Seattle, Washington 98101 Oi.i9.i9 Phone:206-883-9300 Fax:206-883-9301 C0130OC18 No. REVISION BY I AP") DATE slcxan CONSTRUCTION NOTES ROUTE PIPING DOWN IN UTILIDOR TO INSPECTION PIT HOSE REEL. EXTEND VENT ABOVE ROOF AND INSTALL VENT CAP. F31 EXTEND DUCT AND INSTALL GRILLE 18"AFF. I L — -7�j r L--J L--J SECTION ( 2 SCALE: 1/8" = V-0" 2 M3.03 3/4" WIN T H 3/4" GO 1"WO 3/4" CO SG-1 314 " AT F J�— 220 CFM 6"0 UP (2)3/4" MO_\\\\ 8x8 314" CA (TYP 6) 24x OCT VE '01 L T A 6 3 44X44 LOUVER 16x16 1414—/ 3055 CFM I RV 1 2420 11 1 3 44X44 Lo 3055CFMZ 17 y 1 111111 II Illll II 14x14 I II 1`II11 II 1 1 1 IRG-1 510 CFM (TYP 6) L "ju-1, 14U GFIVI REVIEWED FOR I— — — — — — - V(18-'AFFINTRENCH) 7 CODE COMPLIANCE (TYP 2) APPROVED nECEIVED L--j JAN 03 2020 CITY OF TUK%VtLA DEC 11 2019 INSPECTION AREA CRY of Tukwila BUILDING DIVISION SECTION (T), PERMIT CENTER SCALE: 1/8" = T-0" 2 M3.03 1441, 1601 5th Avenue, Suite 1600 DESIGNED: APPROVED: METRO TRANSIT DIVISION DATE: 1FC SET Seattle, WA 98101 S DOUGLAS D CRIPPEN 07119/19 61 206.622.5822 SOUTH BASE /1\ IFC REVISION FS] engineers 0 FSi consulting eng kpff www.kpff.com DRAWN: EXPANSION DEVELOPMENT PROJECT VE REDUCTION 27 JUNE FSI Seattle, Washington S DOUGLAS CHECKED BY PROJECTNO'. Kin County VM BUILDING DRAWING NO: FSI 4 . 8 2.1 TETRATECH 1129642 /3\ RFI 124 0- GIST 1� Solutions & Service www.tetratech.com ALANGDON Department of SECTION 2 M3.03 - /ONAL NG\1420 Fifth Avenue, Suite 600 CHECKEDBY CONTRACT NO: Transportation SHEET NO., OF tN Seattle, Washington 98101 REVISION BY APPD DATE stcxBn Phone:206-883-9300 Fax: 206-883-9301 C01300018 N 3 %O. O W � LL Y m S r' N 0 a m� 00 m rn a 7� N U z 0 o Y O U J 0 0 Y c 'k w w w o 0- GENERAL NOTES CONSTRUCTION NOTES PROVIDE TRAP PRIMER CONNECTION FOR 1. ALL WORK IS SHOWN DIAGRAMMATICALLY. ALL FLOOR DRAIN. CONTRACTOR SHALL CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS LOCATE MANIFOLD AND PROVIDE ACCESS PRIOR TO INSTALLATION. PANEL. COORDINATE ACCESS PANEL WITH 2. COORDINATE ALL WORK WITH OTHER DISCIPLINE ARCHITECT. a 2" TANK VENTS THRU ROOF 3 PROVIDE AUDIBLE AND VISUAL STROBE OVERFILL ALARM ON WALL. DOMESTIC COLD WATER REDUCED PRESSURE BACK FLOW PREVENTER. SEE DETAIL 1/2M5.03 FOR COMPLETE ASSEMBLY. ❑5 TCW DN 6 2-1/2" CW TO TRAILER, PROVIDE HEAT TRACE PRIOR INSULATION FOR ALL OUTDOOR PIPING. SHUT OFF HEAT TRACE WHEN OUTDOOR AIR IS ABOVE 407 PROVIDE TRAP PRIMER CONNECTION FOR ALL FLOOR DRAINS. CONTRACTOR SHALL LOCATE MANIFOLD AND PROVIDE ACCESS PANEL. COORDINATE ACCESS PANEL WITH ARCHITECT ❑8 1-114" M SEE 2M1.08 FOR CONTINUATION. v 2 LUBE MONITORING PANEL 0 2 T ,' c P — o=�l-S A 3 — T — P — — — --� O — RFI 088 - Lube R m Tan is 1 I 1 C o 2" V 2M5.05 6 I l"--3/4" MO I 2 3" VTR — — ' T E L N 2" CAN TP TFS-1(TYP 3) P c r---- 3/4"CA 2 TP 2 3 9 I TTE 1-1/2"MPG N. ---`- _ c, _ HOUSEKEEPING 3/4" CA j 3/4" CA — SEE M1.01 OR 1 r —1 .I — — — _ PAD {TYP) T I e 3 "MO01O 2 -- CONTINUA 1/2"COND I r -— — I C 112 FDA 2-M3.01 I 5 I I J 1 2 I B —J 3 41 2 4— —SS-2 0(TYP6) 1 I P 61 3" CA 3/4"COND 3"CW 5 1-1/4" CA 3 1 1 EWH S.D5 F 2-1/2" CA tI� 2"V DN � I WCO 2" V ( 1 1-12" HV4 T I S I R 14" COND 3/4" COND —� I AR � I 3/4" HW 7 I 1 2-1/2" CW 1 -1/2" CA _ -- --- 2 M5.04 8 2 FDA 1 2 M5.01 I LAV-1 — — — — c P r — — — 14 2-1/2" CA I 1 c LAVA 3/4" HWC — r `` —1 114"MPG C —1" CW $ I L__ — 1-1/2" CA C� 2"V DN9 1 HWC I ET 3/4" CA 1-1/2" CA 3! /t, L — — — —L I 3/ ' A' 2-1/2" CA 2-M3.01 r I c U 1 o CP I 1 _ /� I I ST FD-1 FCO WC 1 �' �1 ? DN I I P Tc----JLUBE 1 WO106 O O O I 4 L102B O FDA ---' ( -I----- — — -- LJ O I C WC-2 EG-2 2 1/2" CW WC-2 c 290 CFM "VTR O — — — — H COMPRESSOR ROOM LUBE ENLARGED MECHANICAL ENLARGED MECHANICAL ENLARGED RESTROOM CEIVED PLAN K1 PLAN r2� PLAN 3 CI OFTUKWI1.A SCALE: 1/4" = T-0" 2 M1.06 SCALE: 1/4" = 1'-0" 2 M1.12 SCALE: 1/4" = 1'-0" 1A2 DEC 112019 0' 2' 4' PERMIT CENTER SCALE: 1/4" = V-0" APPROVED: - 16015th Avenue, suite 1600 DESIGNED: METRO TRANSIT DIVISION DATE IFC SET �� C4 kpff Seattle, WA98101 SDOUGLAS DCRIPPEN SOUTH BASE. o7/lsns pF WASyi � 6 206.622.5822 DRAWN: RFI-087 FSI z y O FSi consulting engineers www.kpff.com EXPANSION DEVELOPMENT PROJECT Q VE REDUCTION 27 JUNE FSI z Seattle, Washington SDOUGus Q3 OWS REVISION -NEW SCOPE-AS1004 FSI qP 48289EO Solutions &ServiceTEMTECH CHECKEDBY PROJECTNO: Icing County VM BUILDING DRAWING NO: 1129642 2 M4.01 o," eCISTER www.tettatach.com ALANGDGN Department of ENLARGED ED FOR ® PERMIT COMMENT RESPONSES FSI FSS�ONAL ENG\ 1420 Fifth Avenue, Suite 600 CHECKED BY CONTRACT NO: Transportation rCODECOMPL ANCE SHEETNO: OF Seattle, Washington 98101 No. REVISION BY APP'D DATE 071919 Phono:206-383-9300 Fax:206-883-9301 C0130OC18 APPROVED stcxanLe -Ah AS JAN 03 2020 City of Tu Wila BUILDING DIVISION 0 19 Q 3 0 3 a 0 0 W m on GROUND WIRE AT PUMP AND HOSE REEL — AIR INSTALLATION KIT (GRACO 240684) LINE PRESSURE TRANSDUCER RELIEF SING DISPENSING POINT (TYP) SLAB INSPECTION PIT (TYP) MOTOR OIL, ATF, AND COOLANT PIPING DIAGRAM �1 SCALE: NONE 2 M5.01 NATURAL GAS METER, MOP THE SEI,1 ACT SHL VAL MAII MET GDH-1 GDH-2 SG-1 GDH-,� NATURAL GAS PIPING DIAGRAM t/ 21 SCALE: NONE 2 M5.01 COMPRESSED AIR PIPING DIAGRAM �1 SCALE: NONE 2 M5.01 6" W X''�_ j 7 zI W -2-1/2" CA CONTINUE TO COMPRESSOR 2-1/2"CA 30' U- 26' U- 22' v 1-"CA U :;- U Cn N Cn N N N 32' 0 co _ N rL c- N LL LL LL L. LL U- U co N to N to N CD N co N 0 N N CD CD 2-1/2" TO CA DISTRIBUTION M LL U 4n CD INSPECTION PIT (TYP) — AIR REGULATOR AIR FILTER -- M 4' 20' LL 23' U 4n N N c L b N LL d' N LL C Co N CD C J N 1-1/2"CA M Cn N 32' LL C 28' ti N U. LL LL u- L- LL U U N U U N N U N CO to CO co w co C' C7 V N LL U U U � CD N COMPRESSED AIR RISER DIAGRAM / 3 SCALE: NONE 2 M5.01 AIR INSTALLATION KIT (ONE PER PUMP) (GRACO 240684) LUBE ROOM r COMPRESSED AIR T (N.C) s g SWITCH (N.0) s FUNNELASSEMBLY s (N.C) �1�~I AND SCREEN P 8 WASTE OIL s (N.0) p RECEIVER (TYP) 1 (GRACO 238866, INSTALL PER I SERIES D) _ 5 MANUFACTURER MALE CAMLOCK COUPLER ON WALL CAMLOCK FEMALE COUPLER z WASTE OIL PIPING DIAGRAM f 5-'� SCALE: NONE 2 M5.01 1-1/4"CA 3/4"CA 7' 4' 11 U)rn 4' LUL u- U- 4n 07 N N U U V M V N VN' N U) 4n co N P-1 N n N N N (N.C) (N.0)i INSPECTION PITS OPERATED BY TANK ALARM MODULE IN THE LUBE ROOM (TYP) FLUID DRAIN VALVE (TYP) THERMAL RELIEF VALVE (TYP) DESIGNED: APPROVED: DATE: �+ 16015th Avenue, spice lsoo METRO TRANSIT DIVISION IFC SET W' �q kpff Seattle, WA98101 07/03/19 lz �' F wgSHi, �G� 206.622.5822 DRAWILIVAN DCRIPPEN SOUTH BASE 0 IFC REVISION FSI z y o FSi consulting engineers www.kpff.corn EXPANSION DEVELOPMENT PROJECT 2 VE REDUCTION 27 JUNE FSI z Seattle, Washington MSULLIVAN LIM CHECKED 6Y PROJECT NO: King CoU my MECHANICAL DIAGRAMS AND DETAILS DRAWING No: •O 48282 Solutions & Service 112ssaz Po,� 9F0ISTER� \��wwvr.tetratech.com ALANGDON Department of 2 M5.01 eSSJONAL 0NG 1420 Fifth Avenue, Suite 600 CHECKED BY CONTRACT NO: Transportation SHEET NO: OF No. REVISION BY APP'D DATE 070379 Seattle, Washington 98101 S1080 Phone: 206-883-9300 Fax: 20"83-9301 C01300018 a o` LAV-1 LAV-1 LAV-1 (2 DFV) (2 DFV) (2 DFV) VEHICLE MAINTENANCE TRAILER WASTE RISER (-T SCALE: NONE 2 M5.02 LAV-1 LAV-1 LAV-1 (2 DFV) (2 DFV) (2 DFV) GENERAL NOTES CONSTRUCTION NOTES a TRAILER MANUFACTURER SHALL PROVIDE 1. PIPING IS DIAGRAMMATIC. PROVIDE FITTINGS PLUMBING FIXTURE AND PIPING ABOVE POC AND OFFSET REQUIRED FOR A CODE COMPLIANT (TYPICAL). PLUMBING CONTRACTOR SHALL INRTAI I ATI(1N PROVIDE PIPING BELOW POC TO SITE SANITARY CONNECTION. j l L 4" VTR A 3" VTR i j LT VTR ROOF I I I T-i- --------------FT--------------+rrtZ+-------------------------- I - - - - - - - - - J� I I---------r-I 4" W 2" V 1 I`� 4" W 2' V� I ,�- 2" V 3„ V 2„ V I I I I I II I 1 LI---r -1 'tI--+�+� t I--+rII-1 I I r-iT T----FT 1----i T+-----i +l----I-I I I I I I I I UR-1 L-1 I I L-1 I I I I I I 1 I WC-1 I I WC-1 I I WC-1 I (- I I - I ( I I ( I FD-1 SS-2 I I I I I I I I FD-1 I ( FD-1 WCO FD-2 FD-2 FD-2 FD-1 FD-1 FCO SS-1 t-+,T t4,T FIRST FLOOR 4" 6" W, CONTINUE TO SITE 2-1/2" CW- - e �- -- 21/2" CW (P 2 1�1 CYV ,r 2° CW + + .-3/4'CW 3" CW 2" CW --3/4" CW 21/2" CW,� CONTINUE TO 3" CW 1 VM TRAILER 3" CWIN:j RPTP-1 HB-1 HB-1 WC-1 WC-1 WC-1 UR-1 L-1 Y (1 FU) (2.5 FU) (1 FU) (8.0 FU) (8.0 FU) (8.0 FU) (4.OFU) (0.75 FU) �- CONTINUE TO SITE IFC SET 0 RFI-087 FSI 2 VE REDUCTION 27 JUNE FSI 3 OWS REVISION - NEW SCOPE-AS1004 FSI ® PERMIT COMMENT RESPONSES FSI No. REVISION BY APP'D DATE Oi.19,19 srcxan 4" PEMB WASTE AND VENT RISER DIAGRAM SCALE: NONE 2 M5.02 1-1/2" CW _ - /2" CW - - 1-1/2" HWC�- 1" CW - I I 3/4" CW Fd L-I SS-2 TP-1 SS-1 (0.75 FU) (2.0 FU) (1.0 FU) (2.25 FU) 0iFSi consulting engineers Seattle, Washington Solutions & Service 6„W \-2"W L6„W L2„W 2" CW 1-112" CW f 1-112" CW 3/4" CW 1 -h -� 2-1/2" CW -- 3/4" CW � 3/4" CW I I ID I 1 1 I I I I I I I IW I + + 1 I I I I I I I I I I I I I I 4 I I I PW HOSE HOSE HB-1 HB-1 TP-1 HB-1 HB-1 E6-1 HB-1 HB-1 HI H3-1 HB-1 PC-1 1 REEL REEL (1.0 FU) (1.0 FU) (1.0 FU) (1.0 FU) (1.0 FU) (30.0 FU) (1.0 FU) (1.0 FU) (1.0 FU) (1.OFU) ( (1.OFU) I (1.5FU) (15FU) (1.5FU) (1.5FU) PLUMBING RISER DIAGRAM r3')I SCALE: NONE 2 M5.02 DESIGNED: W APPROVED: S DOUGLAS D CRIPPEN DRANK: S DOUGLAS CHECKED BY PROJECT NO: »29642 ALANGDON CHECKED BY CONTRACT NO: C013DOCI6 2 REFER TO CIVIL FOR FINAL SITE SANITARY CONNECTION LOCATION. 3❑ PROVIDE VENT PIPING FOR UNDERFLOOR TRAP AND CONNECT TO TRAILER VENT CONNECTION. VENT PIPING INSIDE TRAILER IS PROVIDED BY TRAILER MANUFACTURER. 4❑ ROUTE CLEAN OUT PIPING ALL THE WAY TO ABOVE GROUND. COORDINATE WITH ARCHITECT FINAL LOCATION AND COVER PLATE. NOTES ENERGIZE CP-1 WHEN TEMPERATURE DROPS BELOW 1157 I I I HB-1 TP-1 HB-1 (1.0FU) (1.0FU) (1.0FU) FIRST FLOOR nEC£IVED HB-1 HB-1 CITY OF TUN WILA (1.OFU) (1.OFU) DEC 112019 PERMIT CENTER METRO TRANSIT DIVISION DATE' a SOUTH BASE 07119/19 EXPANSION DEVELOPMENT PROJECT King County MECHANICAL DETAILS DRAWING NO: Department of 2 M5.02 Transportation SHEETNO: OF 0 0 a 0 M 0 x m CONTINUE TO BUILDING REDUCED PRESSURE BACKFLOW PREVENTER BUILDING SHUT-OFF VALVE FU---NNEEL DRAIN TO SANITARY NOTE: PROVIDE A PERMANENT WATER CONSUMPTION TRACKING SUB -METERING SYSTEM FOR EACH INDIVIDUAL (VM PEMB, VM MODULAR BLDG AND OPS MODULAR BUILDING) BUILDING LOCATION. METERS SYSTEM SHALL MEASURE THE TOTAL POTABLE WATER USE FOR THE .INDIVIDUAL BUILDING UNITS. METER SYSTEMS SHALL HAVE LOCAL DISPLAY AND CAPABILITY TO CONNECT TO THE BMS SYSTEMS AND BE REMOTELY ACCESSED. METER DATA SHALL BE COMPILED IN DAILY, WEEKLY, MONTHLY AND ANNUAL SUMMARIES. METER SYSTEM SHALL BE CAPABLE OF STORING ALL METER 'DATA FOR AT LEAST 36 MONTHS BUILDING WATER SERVICE ASSEMBLY DETAIL (7T� SCALE: NONE 2 M5.03 318"A&518" SCREW AND LOCK WASHER TYP 16' HOSE REEL FLUID INLET KIT �� HOSE STOP HOSE REEL, TYP OF 6 —/ INSPECTION PIT FLOOR FLUID PIPE ROUTED IN UTILIDOR. 6-REEL MOUNTING CHANNELBASE 3/8" HEX HEAD CONCRETE ANCHOR TYP. QTY AS REQUIRED BY MOUNTING BRACKET INSPECTION PIT WALL NOTES: a .. 1. FACTORY MOUNTING KIT INCLUDES HOSE REEL MOUNTING SCREW, LOCK WASHER, 6-REEL MOUNTING CHANNEL W/ LOCK NUT 2. INLET HOSE REEL SHALL BE SELECTED FOR FLUID TYPE 1 1/2" PW VT TP SV-1 1/2CA ep4:CA T 1-1/2" CA III S (� SV-2 LOBE PUMPS EMERGENCY SHUTDOWN VALVE DIAGRAM %� SCALE: NONE 2 M5.04 INSPECTION PIT FLUID DISPENSER DETAIL (4� SCALE: NONE 2 M5.03 AIR GAP FITTING, HUBLESS OUTLET FLOOR OW SUMP PUMP DISCHARGE TO WASTE DETAIL �1 SCALE: NONE 2 M5.03 DOUBLE CONTAINME PIPING SLEEVE DETAIL K� SCALE: NONE 2 M5.03 STAINLESS STEEL ENCLOSURE ASSEMBLY CALIBRATED COPPER MANIFOLD ASSEMBLY FOR EQUAL WATER DIST TO FLOOR DRAINS- /� CW PIPING TO / TRAP PRIMER ISOLATION VALVE STRAINER COMPRESSION FITI CONNECTION (TYP) PIPING TO FLOOR DRAIN CONNECTION (SLOPE AT MIN 1 %) (TYP) [E IE3A!€D FOR CODE COMPLIANCE APPROVED JAN 03 2020 tip City of Tukwila BUILDING DIVISION RECEiVEt? ELECTRIC TRAP -SEAL PRIMER CITY OF-1UK% ILA DETAIL ( DEC 112019 74� SCALE: NONE 2 M5.05 PERMIT CENTER 16015th Avenue, Suite 1600 DESIGNED: APPROVED: METRO TRANSIT DIVISION DATE: 1 FC SET W' t 4 kpff Seattle, WA 98101 S DOUGLAS — D CRIPPEN 07103/19 o� ��OF �^.� 206.622.5822 DRAWN, SOUTH BASE 0 IFC REVISION FSI _ o FSi consulting engineers www.kpff.com EXPANSION DEVELOPMENT PROJECT LIM VE REDUCTION 27 JUNE FSI z Seattle, Washington SDOUGLAS _ } r�[+ j1. �`TETMTECH CHECKED BY PROJECT NO: 11Ii19 CcUrll�y MECHANICAL DETAILS DRAWING NO: .o ♦ezee Solutions BC SerVICe 1129642 Pon �FCtSTERF'O �`�IN wwv.tetratech.com ALANGDON Department of 2 M5.03 FSSIONAL ENG\ 1420 Fifth Avenue, Suite 600 CHECKED BY CONTRACT NO: Transportation SHEETNO: OF No. REVISION BY APP'D DATE Seattle, Washington 98101 07.03.19 Phone:206-883-9300 Fax:206-883-9301 C013000IB SIGNED SUMP REFER TO STRUCTURAL FOR DIMENSION MANHOLE COVER PER STRUCTURAL MANHOLE EXTENSION CORROSIVE RESISTANCE PIPE NEUTRALIZATION TANK PIT PER STRUCTURAL NEUTRALIZATION TANK IN BATTERY ROOM r'1L SCALE: NONE 2 M5.04 ROUTE VENT TO ROOF. VENT SHALL NOT BE COMBINED WITH OTHER FIXTURES i ---------------'� CONTRACTOR TO INCLUDE COST FOR SETTING UP NEW RELIEF VENT I SERVICE WITH PSE STACK BYPASS I RELIEF VALVE VALVE r' ( CONTRACTOR TO FURNISH SHUTOFF \ I AND INSTALL PIPING FROM REGULATOR VALVE HERE TO THE BUILDING ALARM, 4' AFF. NON SHRINK GROUT AROUND L SUMP PUMP DISCHARGE 4" INLET PIPE T T THROUGH PIT WALL. WITH SA6 SAMPLING I r I PIPE CLAMP AND1-5/8" IE = 2' I 1 1 STRUT SECURED TO WALL WS ' 1 HIGH LEVEL ALARM SWITCH I BRACE PIPING TO WALL ABOVE I I ' I I 1-112" DISCHARGE UNION BUT NOT BELOW UNION TO I ( 1 PIPING ALLOW FOR SUMP PUMP REMOVAL rTONITARY ON/OFF PUMP HIGH LEVEL @ 1'-6" I J SWITCH I ABOVE SUMP FLOOR DIAMOND PLATE 1 I SUMP PUMP I COVER, H2O ON LEVEL @ 10-1/2° LOAD RATING I I STANDARD SANITARY ABOVE SUMP FLOOR I I PIPING AS SPECIFIED ( OFF LEVEL @ 0'4- ABOVE I I I I SUMP FLOOR i I 1 I I MP PIT I I I �� I -- -_ - 4"PW L— — — — — -----A I 1 4" OUTLET PIPE i z z WITH SAMPLING TEE PLAN SUMP PUMP CONNECTION DETAIL K2� SCALE: NONE 2 M5.04 CW "` - EXPANSION TANK � > -- HW I HWC --- CP I NOTE: NATURAL GAS SUB -METERING - PROVIDE SEISMIC A PERMANENT FLOW -RATE AND CONSUMPTION FILTER �� I SHUTOFF THERMAL MASS FLOW SUB -METERING SYSTEM L4- I VALVE FOR THE VM PEMB BUILDING LOCATION. METER GAS METER I FIELD SUPPLIED SYSTEM SYSTEM SHALL MEASURE FLOW RATE ( TMV AND CONSUMPTION FOR THE INDIVIDUAL (�-! -► SHUTOFF I GAS PIPING BUILDING GAS -FUELED COMPONENTS. METER VALVE - I SYSTEMS SHALL HAVE LOCAL DISPLAY AND 6" MIN HEAT ADJUSTABLE CAPABILITY TO CONNECT TO THE BMS SYSTEMS TRAP BYPASS METER STAND I AND BE REMOTELY ACCESSED. METER DATA DRAIN PAN VALVE I CONCRETE PAD SHALL BE COMPILED IN DAILY, WEEKLY, MONTHLY AND ANNUAL SUMMARIES. METER FINAL GRADE SYSTEM SHALL BE CAPABLE OF STORING ALL R-10 INSULATION METER DATA FOR AT LEAST 36 MONTHS. -------------- GAS METER SET ASSEMBLY DETAIL r4_`� SCALE: NONE 2 M5.04 IFC SET Q IFC REVISION FBI /2� VE REDUCTION 27 JUNE FSI No. REVISION BY I APP'D I DATE 07.03.19 SIGNED ELECTRIC HOT WATER TANK DETAIL SCALE: NONE 2 M5.04 PIPE TO FLOOR DRAIN 4" HOUSEKEEPING PAD TRENCH AS PER STRUCTURAL - SECTION NOTES: 1. PROVIDE INLET AND OUTLET PIPES AND SAMPLING TEE. 2. PROVIDE RISER AS REQUIRED TO ACCESS COVERS AT FINISHED GRADE. 3. SEE CIVIL SPECIFICATIONS AND DRAWINGS FOR SUB -BASE, BACKFILL AND COMPACTION REQUIREMENTS. 4. GROUT IN ALL PIPES FOR A WATERTIGHT SEAL. OIL / WATER SEPARATOR DETAIL %3'�. SCALE: NONE 2 M5.04 q 4- PIPE WITH PIPE CLAMP, TYP. IN -FLOOR CONC' UTILIDOOR 1-5/8",12 GA STRUT a SECURED TO UTILIDOR TRENCH, TYP EVERY 10' -, q d 1", TYP dq (I d ev 16" 1" 1" METRO TRANSIT DIVISION SOUTH BASE EXPANSION DEVELOPMENT PROJECT MECHANICAL DETAILS LGD OR ANCE i. D 20 ila ION nECEIVED CITY OF TUKWILA DEC 112019 PERMIT CENTER DATE: 07/03/19 2 M5.04 SHEET NO: OF REFER TO STRUCTURAL REVIEWED FOR CODE COMPLIANCE APPROVED JAN 03 2020 RECEIVED CITY OF 1 U11 b'ILA AIR HANDLING UNIT City of Tukwila DEC 112019 DETAIL �� BUILDING DIVISION SCALE: NONE 2 M5.05 PERMIT CENTER ry� 1601 Sth Avenue, Suite 1600 DESIGNED: APPROVED: METRO TRANSIT DIVISION DATE: FC SET �� W. L 4 kpff Seattle, WA 98101 M SULLIVAN D CRIPPEN �, 07103/19 o� �EOF "^ .mac 206.622.5822 DRAWN: SOUTH BASE 0 IFC REVISION FSI = h O FSi consulting engineers www.kpff.com EXPANSION DEVELOPMENT PROJECT 2 VE REDUCTION 27 JUNE FSI z Seattle, Washington MSULLIVAN �/ TUTMTECH CHECKED BY PROJECTNO: I(Iflg COUffLy MECHANICAL DETAILS DRAWING NO: P �f"Zsso Solutions & Service 1129642 0/STEAwww.tetratech.com ALANGDON Department of 2 M5.05 FSS/ONAt. ENG\ 1420 Fifth Avenue, Suite 600 CHECKED BY CONTRACT NO: Transportation SHEETNO: OF No, REVISION BY APP'D DATE Seattle, Washington 98101 07.n3.19 Phone:20"83-9300 Fax:206-883-9301 C0130OC18 SICNBD SEQUENCE OF OPERATION GENERAL ALL SETPOINTS, RESET VALUES, AND SCHEDULES ARE ADJUSTABLE. SYSTEM OPERATION IS SCHEDULED VIA THE DDC SYSTEM ALL SETPOINTS, LIMITS, ETC. SHALL BE ADJUSTABLE THROUGH DDC GRAPHIC INTERFACE. ROOM THERMOSTATS SHALL PROVIDE TEMPERATURE DISPLAY AND LIMITED LOCAL ADJUSTMENT CONTROLS TO THE OCCUPANT. TEMPERATURE SETPOINTS: UNOCCUPIED HEATING: 55°F +/-2F OCCUPIED HEATING: 65°F +/- 2F HEAT PUMP UNITS PROVIDE THERMOSTAT IN ROOM TO MONITOR AIR TEMPERATURE. THE SPLIT SYSTEM SHALL BE MAINTAINING ROOM TEMPERATURE 80-F (ADJUSTABLE). UNITS SHALL NOT SHUTDOWN DURING UNOCCUPIED MODE BUT SHALL REMAIN ENABLED CONTINUOUSLY. PROVIDE ALARM WHEN ROOM TEMPERATURE EXCEEDS 90°F. EXHAUST/SUPPLY FAN F-1: OPERATES BASED ON BUILDING OCCUPANCY SCHEDULE. MOTORIZED DAMPER SHALL BEGIN OPENING WHEN EXHAUST FAN RECEIVES ON SIGNAL. FAN SHALL BEGIN OPERATION WHEN MOTORIZED DAMPER IS FULLY OPEN. FAN SHALL RUN AT MINIMUM AIRFLOW DURING OCCUPIED HOURS WHEN HOT WATER PRESSURE WASHER NOT IN USE. WHEN HOT WATER PRESSURE WASHER IN USE, EXHAUST FAN SHALL PROVIDE FULL EXHAUST AIRFLOW. F-2: EXHAUST FAN SHALL BE CONTROLLED BY HYDROGEN SENSOR. IF HYDROGEN SENSOR DETECTS HYDROGEN GAS GREATER THAN OR EQUAL TO I % BY VOLUME, EXHAUST FAN SHALL BE ACTIVATED. IF HYDROGEN CONCENTRATION REACHES 2%, EXHAUST FAN SPEED SHALL BE INCREASED AND VISUAL/AUDIBLE ALARM SHALL BE ACTIVATED. EXHAUST FAN SHALL BE OPERATIONAL UNTIL HYDROGEN CONCENTRATION FALLS BELOW 1%. F-3: THE TEMPERATURE SENSOR SHALL MONITOR SPACE TEMPERATURE. FOR A TEMPERATURE GREATER THAN 90 DEGREES F (ADJUSTABLE), EXHAUST FAN SHALL POWER ON. WHEN TEMPERATURE FALLS F-4: SUPPLY FAN SHALL BE CONTINUOUSLY RUNNING. MOTORIZED DAMPER SHALL BEGIN OPENING WHEN FAN IS ENERGIZED. FAN SHALL BEGIN OPERATION WHEN MOTORIZED DAMPER IS FULLY OPEN. HOT WATER PRESSURE WASHER SHALL BE ENERGIZED FROM THE CONTROL PANEL ON THE EQUIPMENT. UNIT HEATERS UH-1 THRU UH-7: UPON A DROP IN SPACE TEMPERATURE BELOW SETPOINT ENABLE UNIT HEATER. ENERGY RECOVERY UNITS (ERV) EACH ERV UNIT SHALL BE DIRECTLY CONTROLLED BY THE BUILDING CONTROL SYSTEM WITH AN ASSOCIATED THERMOSTAT. WARM UP MODE: 1. DURING WARM UP MODE, OUTSIDE AIR AND EXHAUST AIR DAMPERS SHALL REMAIN FULLY CLOSED AND RECIRCULATION MOTORIZED DAMPER SHALL BE REMAIN FULLY OPEN. 2. SUPPLY FAN SHALL BE ENERGIZED WHILE EXHAUST FAN IN ERV REMAIN DE -ENERGIZED. 3. UNOCCUPIED HEATING SETPOINTS BEGINS RAMPING FROM 55°F TO 65°F AT A TIME BEFORE OCCUPANCY DETERMINED BY THE OUTSIDE AIR TEMPERATURE. 4. ONCE PROOF OF AIRFLOW HAS BEEN ESTABLISHED, ENERGIZE GAS -FIRED DUCT HEATER TO MAINTAIN ROOM SET POINT. OCCUPIED MODE: 1. COORDINATE BUILDING SCHEDULE WITH OCCUPANT. 2. DURING DAY CYCLE, OUTSIDE AIR AND EXHAUST AIR DAMPERS SHALL REMAIN OPEN AND RECIRCULATION DAMPER SHALL REMAIN FULLY CLOSED. 3. BOTH SUPPLY AND EXHAUST FAN IN ERV SHALL BE INTERLOCKED. 4. GAS -FIRED DUCT HEATER SHALL BE ENERGIZED (WHEN PROOF OF AIRFLOW HAS BEEN ESTABLISHED) TO MAINTAIN OCCUPIED SET POINT TEMPERATURE 5. WHEN ONE OR MORE OF THE GARAGE DOORS IS OPEN, DE -ENERGIZE GAS -FIRED DUCT HEATERS AND DE -ENERGIZE SUPPLY FAN INSIDE THE UNIT. EXHAUST FAN SHALL REMAIN OPERATIONAL. WHEN THE GARAGE DOOR IS CLOSED, REVERT THE OPERATION TO OCCUPIED MODE. UNOCCUPIED MODE: 1. DURING UNOCCUPIED MODE, OUTSIDE AIR AND EXHAUST AIR DAMPERS SHALL BE CLOSED AND RECIRCCLATION DAMPER SHALL BE OPENED. 2. SYSTEM SHALL BE OPERATIONAL TO MAINTAIN UNOCCUPIED TEMPERATURE SETPOINT. 3. REVERT TO OCCUPIED TEMPERATURE SETPOINT IF THERMOSTAT OVERRIDE BUTTON IS PUSHED, INITIALLY SET AT 2 HOURS. FREEZSTAT PROTECTION A FREEZESTAT SHALL STOP THE FANS AND CLOSE THE OUTSIDE AND EXHAUST AIR DAMPERS. INITIATE A LOW -TEMPERATURE ALARM (VIA MONITORED AUXILIARY CONTACTS). IF THE TEMPERATURE DROPS BELOW THE FREEZESTATS SETPOINT, THE FREEZESTAT SHALL AUTO RESET TWO TIMES AND A THIRD FAILURE SHALL REQUIRE MANUAL RESET TO RETURN TO NORMAL MODE OF OPERATION. ALARM: 1, SHUT DOWN UNITS UPON DETECTING PROLONGED FREEZING COIL DISCHARGE AIR TEMPERATURES. 2. SHUT DOWN SYSTEM UPON DETECTION OF SMOKE, INITIATE SMOKE IS DETECTED AT DDC AND SEND SIGNAL TO FIRE ALARM PANEL 3. THE DDC PANEL SHALL MONITOR THE DIFFERENTIAL PRESSURE SWITCH ACROSS THE FILTER AND SHALL PROVIDE AN ALARM WHEN THE PRESSURE DROP EXCEEDS THE SETPOINT. 4. DDC SHALL MONITOR CO AND NO2 SENSORS INSTALLED AT MULTIPLE LOCATIONS. UPON A RISE IN THE CO OR NO2 SENSOR READINGS AT ANY LOCATIONS, DDC SHALL SEND AUDIOVISUAL ALARM. 5. SEND ALARM TO DDC IF DUCT STATIC PRESSURE IS BELOW THE SETPOINT. DUCT STATIC PRESSURE SETPOINT SHALL BE ESTABLISHED DURING TESTING AND BALANCING. GAS FIRED HEATER UPON A HEATING CALL FROM THERMOSTAT, DDC SHALL SEND 4-20MA SIGNAL TO GAS BURNER. DDC SHALL MONITOR SUPPLY FAN FOR PROOF OF AIRFLOW PRIOR TO ENERGIZING GAS BURNER. EACH GAS HEATER SHALL BE CONTROLLED BY A THERMOSTAT, THE GAS FIRED BURNERS SHALL MODULATE UNTIL THE ZONE TEMPERAURE SETPOINT 65-F (ADJUSTABLE) HAS BEEN ACHIEVED, AIR HANDLING UNIT THE DDC SYSTEM SHALL START/STOP AIR HANDLING UNIT (AHU) ON ITS OWN "OCCUPIED/UNOCCUPIED" SCHEDULE. PROOF OF RUN STATUS SHALL BE MONITORED BY A CURRENT SENSOR, UNLESS NOTED OTHERWISE. ANY ASSOCIATED INTERLOCKED EQUIPMENT SHALL ALSO START. WHEN THE UNIT IS STOPPED (NORMAL OR OTHERWISE), THE ASSOCIATED INTERLOCKED EQUIPMENT SHALL ALSO STOP. WHEN AHU IS STOPPED, ITS OUTSIDE AIR AND EXHAUST AIR DAMPER SHALL CLOSE AFTER THE FANS ARE DE -ENERGIZED. AHU SHALL BE CONSTANTLY DELIVERING 55°F (ADJUSTABLE) DISCHARGE AIR TEMPERATURE INTO THE SPACE IN HEATING SEASON. DURING COOLING ECONOMIZER SEASON, WHEN OUTSIDE AIR TEMPERATURE IS BELOW 757, OPEN BYPASS DAMPERS TO BYPASS THE HEAT EXCHANGER. WHEN OUTSIDE AIR TEMPERATURE EXCEEDS 75F, HEATING COIL SHALL BE DE -ENERGIZED AND AIR SHALL PASS THRU HEAT EXCHANGER. DDC SHALL MONITOR POINTS FROM AHU PACKAGED CONTROLLER. OCCUPIED/UNOCCUPIED MODE: 1. COORDINATE BUILDING SCHEDULE WITH OCCUPANT. 2. OUTSIDE AIR AND EXHAUST AIR DAMPERS SHALL REMAIN OPEN. 3. BOTH SUPPLY AND EXHAUST FAN SHALL BE INTERLOCKED. 1FC SET 1 I IFC REVISION FSI n I VE REDUCTION 27 JUNE FSI No. REVISION BY I APPD I DATE 07,03.19 SIGNED FREEZSTAT PROTECTION A FREEZESTAT SHALL STOP THE FANS AND CLOSE THE OUTSIDE AND EXHAUST AIR DAMPERS. INITIATE A LOW -TEMPERATURE ALARM (VIA MONITORED AUXILIARY CONTACTS). IF THE TEMPERATURE DROPS BELOW THE FREEZESTATS SETPOINT, THE FREEZESTAT SHALL AUTO RESET TWO TIMES AND A THIRD FAILURE SHALL REQUIRE MANUAL RESET TO RETURN TO NORMAL MODE OF OPERATION. ALARM: 1. SHUT DOWN UNITS UPON DETECTING PROLONGED FREEZING COIL DISCHARGE AIR TEMPERATURES. 2. THE DDC PANEL SHALL MONITOR THE DIFFERENTIAL PRESSURE SWITCH ACROSS THE FILTER AND SHALL PROVIDE AN ALARM WHEN THE PRESSURE DROP EXCEEDS THE SETPOINT. 3. SEND ALARM TO DDC IF DUCT STATIC PRESSURE IS BELOW THE SETPOINT. DUCT STATIC PRESSURE SETPOINT SHALL BE ESTABLISHED DURING TESTING AND BALANCING. VEHICLE EXHAUST FAN SCHEDULE VE 1-6: PROVIDE ON/OFF WALL SWITCH FOR EACH INDIVIDUAL HOSE REEL. INTERLOCK MOTORIZED DAMPER WITH FAN AND OPEN WHEN FAN IS COMMANDED ON. PROVIDE DUCT STATIC PRESSURE SENSOR TO MONITOR FAN OPERATION. DUCT STATIC PRESSURE SHALL BE ESTABLISHED DURING TESTING AND BALANCING. NORMALMODE 1. ON FAN START-UP, BUILDING DDC SHALL SEND SIGNAL TO OPEN MOTORIZED DAMPER. THE DAMPER SHALL BE COMPLETELY OPENED PRIOR TO ENERGIZING THE FAN. ONCE THE DAMPER IS FULLY OPEN, DDC SHALL RAMP UP THE FAN SPEED TO PRE -DETERMINED AIRFLOW RATE. 2. IF; FAN FAILS TO START, THE BUILDING DDC SHALL ANNUNCIATE AN ALARM CONDITION 3. IF DUCT STATIC PRESSURE IS 5% LOWER THAN THE VALUE ESTABLISHED DURING BALANCING, DDC SHALL ANNUNCIATE AN ALARM CONDITION. AIR COMPRESSOR THE COMPRESSOR SHALL BE ENABLED BASED ON BUILDING SCHEDULE. THE LEAD COMPRESSOR SHALL OPERATE FOR SEVEN DAYS (ADJUSTABLE) BEFORE ROTATING THE LEAD COMPRESSOR DESIGNATION TO THE NEXT COMPRESSOR IN LINE. THE LEAD COMPRESSOR SHALL OPERATE TO MAINTAIN DESIGNATED SYSTEM PRESSURE OF 150 PSI. IF THE LEAD COMPRESSOR IS NOT ABLE TO MAINTAIN SYSTEM PRESSURE, THE LAG COMPRESSOR SHALL BE ENERGIZED. THE COMPRESSOR STAGING SHALL NOT CAUSE SHORT CYCLING OR OVER -PRESSURIZATION OF THE SYSTEM BEYOND OPERATOR -ADJUSTED SETPOINT, IF THE LEAD COMPRESSOR FAILS, DE -ENERGIZE THE COMPRESSOR AND START THE NEXT COMPRESSOR IN LINE. DESIGNATE THE COMPRESSOR AS THE LEAD COMPRESSOR. ANNUNCIATE ALARM FOR THE FAILED COMPRESSOR. PULSE FLUID MANAGEMENT SYSTEM LURE TANKS SHALL BE MONITORED BY FLUID MANAGEMENT SYSTEM. MONITORING SYSTEM SHALL PROVIDE ALARMS. MOTOR OIL (QTY:2), COOLANT, AUTOMATIC TRANSMISSION FLUID, WINDSHIELD WASH TANKS SHALL BE EQUIPPED WITH A LOW -LOW LEVEL SHUTOFF. WHEN THE TANK REACHES A CRITICALLY LOW LEVEL, AN ALARM SHALL BE GENERATED AND SENT TO BUILDING OWNER. A LOW -HIGH LEVEL ALARM SHALL GENERATE AUDIOVISUAL ALARM LOCATED IN THE LUBE ROOM. A HIGH -LOW LEVEL ALARM SHALL BE TIED TO AN AUDIOVISUAL ALARM LOCATED IN THE LUBE ROOM. WASTE OIL TANK SHALL BE EQUIPPED WITH A HIGH -LOW LEVEL SENSOR TIED TO AN AUDIOVISUAL ALARM LOCATED IN EACH OF THE INSPECTION PITS. THE WASTE OIL TANK SHALL BE EQUIPPED WITH A HIGH -HIGH LEVEL SENSOR TIED TO TANK ALARM MODULE TO SEND SIGNAL TO CLOSE NORMALLY OPEN COMPRESSED AIR SOLENOID VALVE, MOTOR OIL = T-1 AND P-1 MOTOR OIL = T-2 AND P-2 AUTOMATIC TRANSMSTION FLUID = T-3 AND P-3 COOLANT = T4 AND P4 WASTE OIL = T-5 AND P-5, P-6, P-7 GEAR OIL = T-6 AND P-9WINDSHIELD WASH = T-7 AND P-8 LUBE PUMPS P-1: WHEN TRIGGER NOZZLE IS ACTIVATED, LINE PRESSURE SENSOR DETECTS PRESSURE DROP AND FULLY OPENS AIR SOLENOID VALVE. AIR SOLENOID SHALL SHUT OFF WHEN ASSOCIATED TANK (T-1) HIGH -HIGH LEVEL ALARM IS ACTIVATED. P-2: WHEN TRIGGER NOZZLE IS ACTIVATED, LINE PRESSURE SENSOR DETECTS PRESSURE DROP AND FULLY OPENS AIR SOLENOID VALVE. AIR SOLENOID SHALL SHUT OFF WHEN ASSOCIATED TANK (T-2) HIGH -HIGH LEVEL ALARM IS ACTIVATED. P-3: WHEN TRIGGER NOZZLE IS ACTIVATED, LINE PRESSURE SENSOR DETECTS PRESSURE DROP AND FULLY OPENS AIR SOLENOID VALVE. AIR SOLENOID SHALL SHUT OFF WHEN ASSOCIATED TANK (T-3) HIGH -HIGH LEVEL ALARM IS ACTIVATED. P-4: WHEN TRIGGER NOZZLE IS ACTIVATED, LINE PRESSURE SENSOR DETECTS PRESSURE DROP AND FULLY OPENS AIR SOLENOID VALVE. AIR SOLENOID SHALL SHUT OFF WHEN ASSOCIATED TANK (T-4) HIGH -HIGH LEVEL ALARM IS ACTIVATED. P-5: PUMP IS ENERGIZED BY A WALL SWITCH, OPENING COMPRESSED AIR SOLENOID VALVE (N.C). SYSTEM WILL RUN UNTIL WALL SWITCH DEACTIVATED, TANK MONITOR MODULE SHALL SEND SIGNAL TO CLOSE COMPRESSED AIR SOLENOID VALVE (N.0) FOR P-5 WHEN HIGH LEVEL ALARM IS ACTIVATED. P-6: PUMP IS ENERGIZED BY A WALL SWITCH,OPENING COMPRESSED AIR SOLENOID VALVE (N.C). SYSTEM WILL RUN UNTIL WALL SWITCH DEACTIVATED. TANK MONITOR MODULE SHALL SEND SIGNAL TO CLOSE COMPRESSED AIR SOLENOID VALVE (N.0) FOR P-6 WHEN HIGH LEVEL ALARM IS ACTIVATED P-7: PUMP IS ENERGIZED BY A WALL SWITCH, OPENING COMPRESSED AIR SOLENOID VALVE (N.C). SYSTEM WILL RUN UNTIL WALL SWITCH DEACTIVATED. TANK MONITOR MODULE SHALL SEND SIGNAL TO CLOSE COMPRESSED AIR SOLENOID VALVE (N.0) FOR P-7 WHEN HIGH LEVEL ALARM IS ACTIVATED P-8: WHEN TRIGGER NOZZLE IS ACTIVATED, LINE PRESSURE SENSOR DETECTS PRESSURE DROP AND FULLY OPENS AIR SOLENOID VALVE. AIR SOLENOID SHALL SHUT OFF WHEN ASSOCIATED TANK (T-7) HIGH -HIGH LEVEL ALARM IS ACTIVATED. P-9: WHEN TRIGGER NOZZLE IS ACTIVATED, AIR SOLENOID VALVE SHALL FULLY OPEN. AIR SOLENOID SHALL SHUT OFF WHEN ASSOCIATED TANK (T-6) HIGH -HIGH LEVEL ALARM IS ACTIVATED. FIRE ALARM SHUTDOWN: UPON RECEIPT OF FIRE ALARM SIGNAL, FIRE ALARM PANEL SHALL SHUT OFF COMPRESSED AIR SUPPLY TO LUBE PUMPS. REVIEWED FOR HOT WATER CIRCULATING PUMP CODE COMPLIANCE RECEIVED DDC SHALL ENERGIZE CIRCULATION PUMP WHEN TEMPERATURE AT THE FURTHEST FIXTURE DROPS BELOW 115°F. APPROVED CITY OF Ti KWILA JAN 0 3 2020 DEC 11 2019 LUBE REEL SYSTEM LUBE METERS SHALL HAVE LOCALIZED DIGITAL DISPLAY AT DISCHARGE POINT TRIGGERS AND TOTALIZATION METERS TIED TO LUBE CONTROL PANE . City of Tukwila FERMIT CENTER BUILDING DIVISION 1601 stn Avenue, suite 1600 DESIGNED: APPROVED: METRO TRANSIT DIVISION DATE: Seattle, WA 98101 07/03/19 MSULLIVAN 01 DCRIPPEN SOUTH BASE 206.622.5822 DRAWN: FSi consulting engineers 1qPff www.kpff.com EXPANSION DEVELOPMENT PROJECT Seattle, Washington MSULLIVAN on k1m CHECKED BY PROJECT NO. King County MECHANICAL SEQUENCE OF OPERATION DRAWING NO: Solutions & Service t129642 2 M5.06 vmw.tatretech.wm A LANGDON Department of 1420 Fifth Avenue, Suite 600 CHECKED BY CONTRACT NO: Transportation SHEET NO: OF Seattle, Washington 98101 Phone: 206-883-9300 Fax: 20M83-9301 C01300CIB IA416 1. 0 GAS FIRED DUCT HEATER SCHEDULE CALLOUT LOCATION SERVICE AIRFLOW (CFM) AIRFLOW DIRECTION EAT (DEG F) LAT (DEG F) DIMENSIONS NATURAL GAS ELECTRICAL OPERATING WEIGHT (LBS) BASIS OF DESIGN NOTES TYPE MARK WIDTH (IN) HEIGHT (IN) INPUT CAPACITY (MBTU) OUTPUT CAPACITY (MBTU) EFF GAS PRESSURE (IN. W.C) GAS CONNECTION SIZE (IN) VOLTAGE/HZ /PHASE FLA (AMP) MANUFACTURER MODEL GDH 1 SERVICE 1/3 SERVICE 1/3 3055 HORIZONTAL 46.5 85 20 20 150 125 80% 6-7 3/4 460/60/3 2.5 300 MODINE DFP-150 [1], [2], [31 GDH 2 INSPECTION INSPECTION 3055 HORIZONTAL 46.5 85 20 20 150 125 80% 6-7 314 460160/3 2.5 300 MODINE DFP-150 [1], [21,[31 GDH 3 SERVICE 214 1 SERVICE 2/4 1 3055 1 HORIZONTAL 1 46.5 1 85 1 20 1 20 1 150 1 125 1 80% 1 6-7 1 3/4 1 460/60/3 1 2.5 1300 1 MODINE DFP-150 [1], [2], [3] SCHEDULE NOTES: [1] PROVIDE WITH STAINLESS STEEL HEAT EXCHANGER, ELECTRONIC GAS VALVE MODULATION WITH 4-20mA EXTERNAL INPUT, DUCT THERMOSTAT [2] PROVIDE WITH POWER VENT KIT. [31 PROVIDE WITH 460V SUPPLY VOLTAGE FOR GAS CONTROL STEP DOWN TRANSFORMER. PARTS CLEANER SCHEDULE LOCATION PUMP (HP) ELECTRICAL ELECTRIC HEATING ELEMENT (KW) EXHAUST VENT DIM. (IN) WEIGHT (LBS) BASIS OF DESIGN NOTES MARK V HZ 0 FLA MANUFACTURER MODEL PC-1 STEAM WASH BAY 5 460 60 3 22 12 10 1500 ALKOTA 412 [11,[21 SCHEDULE NOTES: [1] SINGLE POINT ELECTRICAL CONNECTION. [21 SUPPLY WITH AUTO FILL WITH LOW WATER SHUT OFF, OIL SKIMMER, FRESH RINSE WITH MANUAL DIVERT, 7 DAY HEAT TIMER, 7 DAY SKIMMER TIMER, STAINLESS STEEL THERMOSTAT, EXHAUST BLOWER, BAGHOUSE FILTER SPLIT SYSTEM UNIT SCHEDULE CALLOUT LOCATION AREA SERVED UNIT CONFIGURATION ECON RATED UNIT EFFICIENCY [1] INDOOR FAN COOLING [41 HEATING REFER TYPE OPERATING WEIGHT (LBS) ELECTRICAL[71[81 BASIS OF DESIGN TYPE MARK CFM ESP (IN WC) [2] [31 BLOWER MOTOR (V1) NOMINAL CAPACITY (TONS) [51 TOTAL COOLING (BTU/HR) SENSIBLE COOLING (BTU/HR) NOMINAL CAPACITY (TONS) [21 TOTAL HEATING (BTU/HR) [21 MANUFACTURER MODEL SEER EER/IEER V HZ 0 MOCP MCA IDU 2 COMM VM COMM ROOM HORIZONTAL N 18 3.59 610 NA 30 1 12,000 12,000 1 14,400 R410A 50 208/230 60 1 15 1 MITSUBISHI MSZ-GL12NA IDU 3 ELECTRICAL VM ELECTRICAL ROOM HORIZONTAL 18 12.5 420 NA 30 2 22,500 22,500 2 27,600 R410A 30 2081230 60 1 15 1 MITSUBISHI MSZ-GL24NA ODU 2 OUTSIDE VM COMM / ELEC ROOM N 19.2 9.4 - - 3 34,400 - 3 36,000 R410A 1 170 208/230 60 1 30 22.1 MITSUBISHI MXZ-4C36NA SCHEDULE NOTES: [1] TEST PROCEDURE: AHRI 210/240 OR AHRI 340/360 [21 MEASUREMENT TAKEN AT 47F OUTSIDE TEMPERATURE. [3] NOT USED [4] AT 95 DEG F OUTDOOR AIR DRYBULB TEMPERATURE [51 NOMINAL TONNAGE INCLUDED FOR REFERENCE ONLY - DO NOT USE FOR FINAL SIZING OF EQUIPMENT [6] NOT USED [7] SINGLE POINT CONNECTION AND UNIT PROVIDED WITH INTEGRAL DISCONNECT [81 POWER CONNECTION TO BE MADE TO CONDENSING UNIT WITH CONDUIT AND POWER CONNECTED TO INDOOR UNIT FROM OUTDOOR UNIT HOT WATER PRESSURE WASHER SCHEDULE SERVICE ELECTRICAL NATURAL GAS BASIS OF DESIGN CONDITIONS TEMP INPUT EWT (DEG RISE CAPACITY INLET PRESSURE EXHAUST VENT DIM. MARK LOCATION FLOW (GPM) F) (DEG F) V HZ 0 FLA (MBH) (IN W.C.) (IN) WEIGHT (LBS) MANUFACTURER MODEL NOTES PW-1 STEAM WASH BAY 4.2 50 240 480 60 3 4 660,000 7.5-9 12 1200 WHITCO 4530 [1],[21 SCHEDULE NOTES: [1] SUPPLY WITH TRIGGER GUNS AND HOSE REELS (QTY:2), UNLOADER/ REGULATOR, TIMER SHUT DOWN, STAINLESS STEEL COOL DOWN SOLENOID, AND 175 GALLON SOLUTION TANK, EXHAUST FAN [21 INCLUDE ELECTRONIC IGNITION, STAINLESS STEEL SOLENOID AND METERING SOAP VALVE, HEAVY DUTY 30 MINUTE BURNER TIMER, HIGH EFFICIENCY MOTOR, PRESSURE AND TEMPERATURE GAUGES, PUSH BOTTON CONTROL UNIT HEATER SCHEDULE CALLOUT LOCATION SERVICE FAN ELECTRICAL [11 OPERATING WEIGHT (LBS) MOUNTING HT. (FT) [31 BASIS OF DESIGN NOTES TYPE MARK CFM MOTOR (HP) CAPACITY (kW) V HZ 0 MANUFACTURER MODEL UH 1 COMPRESSOR COMPRESSOR 650 1/30 10 480 60 3 40 8 QMARK MUH [1][2][41 UH 2 COMPRESSOR COMPRESSOR 650 1/30 10 480 60 3 40 8 QMARK MUH [1][2][4] UH 3 PARTS PARTS 350 1/100 3 480 60 3 30 7 QMARK MUH [1][21 UH 4 PARTS PARTS 350 1/100 3 480 60 3 30 7 QMARK MUH [1][21 UH 5 PARTS PARTS 350 11100 3 480 60 3 30 7 QMARK MUH [1][2] UH 6 MECH TOOL CAGE MECH TOOL CAGE 350 11100 3 480 60 3 30 7 QMARK MUH [1][21 UH .... _ __ 7 KC SH RED 100 C SH RE T00 350 1/100 3 480 60 3 0of%oe=L 7 QMARK MU [1;2 [1] PROVIDE INTEGRAL ELECTRICAL DISCONNECT [21 PROVIDE MOUNTING WALL BRACKET [31 HEIGHT TO BOTTOM OF UNIT ABOVE FINISHED FLOOR ELECTRIC DUCT HEATER SCHEDULE CALLOUT LOCATION SERVICE FAN ELECTRICAL [11 BASIS OF DESIGN NOTES TYPE MARK CFM CAPACITY (kW) V HZ 0 MANUFACTURER MODEL DH 1 SERVICE PIT 1200 15 480 60 3 WARREN SL [1][2][41 SCHEDULE NOTES: [11 CONTROLLED BY DUCT THERMOSTAT. SET DISCHARGE TEMPERATURE TO 55F [21 PROVIDE HIGH LIMIT AND FLOW SWITCH. INTERLOCKED WITH F4 WALL HEATER SCHEDULE CALLOUT LOCATION SERVICE FAN ELECTRICAL [11 MOUNTING HT. (FT) PI BASIS OF DESIGN NOTES TE CFM CAPACITY (kW) V HZ 0 MANUFACTURER MODEL RESTROOM RESTROOM 100 3.6 208 60 3 1 QMARK AWH [1][2][4] RESTROOM RESTROOM 100 3 208 60 3 1 QMARK AWH [1][2][4] SCHEDULE NOTES: [1] PROVIDE WITH INTEGRAL ELECTRICAL DISCONNECT [2] PROVIDE RECESSED MOUNTING [3] HEIGHT TO BOTTOM OF UNIT ABOVE FINISHED FLOOR [41 UNIT SHALL BE EQUIPPED WITH INTEGRAL THERMOSTAT REVIEWED FOR CODE COMPLIANCE APPROVED EIVED JAN 03 2020 CITY OF W ti'ILA City of Tukwila 0E� 11 2019 BUILDING DIVISION PERMIT CENTER - - 2 DESIGNED: APPROVED: 16016th Avenue, Suite 1600 METRO TRANSIT DIVISION DATE: 1 FC SET W. t qti Seattle, WA 98101 C FORTIER D CRIPPEN .. 07/03/19 � 206.622.58zz DRAWN: SOUTH BASE Q IFC REVISION FSI Z y o FSi consulting engineers 1q)ff www.kpff.com EXPANSION DEVELOPMENT PROJECT 2 VE REDUCTION 27 JUNE FSI z Seattle, Washington C FORTIER Im ka IMIMA TECH CHECKED BY PROJECT NO nt DRAWING NO: P R 482880 SOIUtIOnS BC SBrVICB 1129642 0,f01 TER �a`� w .tetmtech.com ALANGDON ME Department of MECHANICAL SCHEDULES 2 M6.01 �SS'ONAL NENG` 1420 Fifth Avenue, Suite 600 CHECKED BY CONTRACT NO: Transportation AND GENERAL NOTES SHEETNO: OF No. REVISION BY APPD DATE Seattle, Washington 98101 0701.19 Phone:206-383-9300 Fax:206-883-9301 C0130OC18 SGNSD FAN SCHEDULE CALLOUT LOCATION FAN TYPE SERVICE MAX SOUND LEVEL (DBA) BASIS OF DESIGN WEIGHT (LBS) NOTES TYPE MARK MAX EXHAUST CFM MIN EXHAUST CFM DRIVE TYPE E.S.P (IN WC) TIP SPEED (MPH) RPM MOTOR ELECTRICAL [5] MANUFACTURER MODEL SPEED HP ENCLOSURE V HZ !Z F 1 STEAM CENTRIFUGAL SIDEWALL STEAM 8100 1530 BELT 0.5 4793 600 1720 1.5 ODP 460 60 3 66 GREENHECK CWB-300-15 210 [3j[4][5][6][7] F 2 BATTERY INUNE CABINET BATTERY 150 150 DIRECT 0.5 - 1100 - 176 (VV) ODP 115 60 1 - GREENHECK CSP-6200 11 [2J F 4 SIDE WALL CENTRIFUGAL SIDEWALL PIT VENTILATION 1287 690 DIRECT 0.125 - 1140 - 1/6 ODP 120 60 1 - GREENHECK SQ-210 67 [2] [8] T : [1j PROVIDE NEMA 4 DISCONNECT 1 [2] FAN DIRECT DRIVE WITH ECM MOTOR. [3] PROVIDE 2 SETS SPARE BELTS [4] PROVIDE EXTENDED LURE LINES [5] PROVIDED NEMA 3R DISCONNECT [6] PROVIDE AUTOMATIC BELT TENSIONER AND GRIP NOTCH BELT PROVIDE WITH VFD [8]PROVIDE PERMATACTOR COATING SCHEDULE NOTES: [1] STATIC PRESSURE EXTERNAL TO FAN. [21 AS RATED PER AMCA 205 131 PROVIDE FAN IN CONFIGURATION FOR DIRECT MOUNTING TO EXHAUST EXTRACTION HOSE REEL [4] SINGLE POINT CONNECTION AND UNIT PROVIDED WITH INTEGRAL DISCONNECT [5] PROVIDE ON/OFF SWITCH SCHEDULE NOTES: (11 PROVIDE WITH MECHANICAL DAMPER AT DUCT CONNECTION POINT [21 PROVIDE WITH ACCESSORIES NECESSARY FOR USER OPERATED MANUAL ACTIVATION OF FAN [3] WEIGHT LISTED NOT INCLUDING HOSE [4] PROVIDE WITH END CONNECTION ACCESSORIES AS REQUIRED FOR USE WITH INTENDED VEHICLE TYPE lel ?-41 F EWED FORCOMPLIANCEPROVEDN 03 2020RECEIVED of TukwilaCITY OF TUKWILA NG DIVISION DEC 112019 PERMIT CENTER DESIGNED: APPROVED: DATE: C 16015th Avenue, suite 160o METRO TRANSIT DIVISION FC SET ��i W' C qZ kpff Seattle, WA 98101 C FORTIER D CRIPPEN 07/03/19 0�1vW / � 206.622.5822 DRAWN: SOUTH BASE 1 IFC REVISION FSI z y o FSi consulting engineers www.kpff.com EXPANSION DEVELOPMENT PROJECT Q VE REDUCTION 27 JUNE FSI z Seattle, Washington CFORTIER I ,.g TETMTECH CHECKED BY PROJECT NO: ��Itg COU rwty DRAWING NO: q 48282 Solutions & Service 1129642 POF �FOtSTERF-� �� w .tetratech.00m ALANGDON Department of MECHANICAL SCHEDULES 2 M6.02 FSS/ONAL ENG` 1420 Fifth Avenue, Suite 600 CHECKED BY CONTRACT Na. Transportation AND GENERAL NOTES SHEETNO: OF No. REVISION BY APPD DATE moa is Seattle, Washington 98101 StCxSn Phone: 206883-9300 Fax: 206-883-9301 C01300018 VEHICLE EXHAUST EXTRACTION FAN SCHEDULE CALLOUT LOCATION FAN TYPE SERVICE FAN MAX SOUND LEVEL (DBA} WEIGHT (LBS) BASIS OF DESIGN NOTES TYPE MARK CFM DRIVE TYPE E.S.P (!N WC} [1] TIP SPEED (FPM) RPM FEG [2] MOTOR ELECTRICAL [4] MANUFACTURER MODEL SPEED HP BHP V HZ 0 VE 1 SERVICE BAY 1 INUNE VEHICLE EXHAUST 675 DIRECT 4.8 600 3350 N/A 3350 1.5 1.3 460 60 3 79 38 NEDERMAN N24 [3], [5] VE 2 SERVICE BAY 2 INUNE VEHICLE EXHAUST 675 DIRECT 4.8 600 3350 NIA 3350 1.5 1.3 460 60 3 79 38 NEDERMAN N24 [3], [5] VE 3 SERVICE BAY 3 INUNE VEHICLE EXHAUST 675 DIRECT 4.8 600 3350 N/A 3350 1.5 1.3 460 60 3 79 3$ NEDERMAN N24 [3], [5] VE 4 SERVICE BAY 4 INUNE VEHICLE EXHAUST 675 DIRECT 4.8 600 3350 N/A 3350 1.5 1.3 460 60 3 79 38 NEDERMAN N24 [3], [5] VE 5 INSPECTION BAY 1 INUNE VEHICLE EXHAUST 675 DIRECT 4.8 600 3350 N/A 3350 1.5 1.3 460 60 3 79 38 NEDERMAN N24 [3], [5] VE 6 INSPECTION BAY 2 INUNE VEHICLE EXHAUST 675 DIRECT 4.8 600 3350 N/A 3350 1.5 1.3 460 60 3 79 38 NEDERMAN N24 [3], [5] VEHICLE EXHAUST EXTRACTION HOSE REEL SCHEDULE CALLOUT LOCATION SERVICE HOSE WEIGHT (LBS) I3I BASIS OF DESIGN NOTES TYPE MARK DIAMETER (IN) LENGTH (� MANUFACTURER MODEL HR 1 SERVICE BAY 1 VEHICLE EXHAUST 6 33 70 NEDERMAN 865S [1j[2][4] HR 2 SERVICE BAY 2 VEHICLE EXHAUST 6 33 70 NEDERMAN 865S [1][2][4j HR 3 SERVICE BAY 3 VEHICLE EXHAUST 6 33 70 NEDERMAN 865S [1J[2][4J HR 4 SERVICE BAY 4 VEHICLE EXHAUST 6 33 70 NEDERMAN 865S [1](2][4] HR 5 INSPECTION BAY 1 VEHICLE EXHAUST 6 33 70 NEDERMAN 865S [1][2][4] HR 6 INSPECTION BAY 2 VEHICLE EXHAUST 6 33 70 NEDERMAN 865S [1][2][4] 0 0 3 0 W N AIR COMPRESSOR SCHEDULE DISCHARGE ELECTRICAL CALLOUT LOCATION TYPE DRIVE TYPE CAPACITY (CFM) PRESSURE (PSIG) DIMENSIONS SOUND LEVEL (dBA) MOTOR OPERATING WEIGHT (LBS) BASIS OF DESIGN NOTES V PHASE MCA MOCP TYPE MARK LENGTH (IN) WIDTH (IN) HEIGHT (IN) HP MANUFACTURER MODEL C 1 COMPRESSOR ROOM FIXED SPEED ROTARY BELT 61 150. 44 33 49 73 20 460 3 35 60 1350 ROGERS K120 [1] SCREW C 2 COMPRESSOR ROOM FIXED SPEED ROTARY BELT 61 150 44 33 49 73 20 460 3 35 60 1350 ROGERS K120 [1] SCREW SCHEDULE NOTES: [1] PROVIDE WITH 4" CONCRETE PAD COMPRESSED AIR RECEIVER SCHEDULE TYPE MARK LOCATION TYPE VOLUME (GAL) MAWP DIMENSIONS OPERATING WEIGHT (LBS) BASIS OF DESIGN NOTES DIA (IN) HEIGHT (IN) MANUFACTURER MODEL AR 1 COMPRESSOR ROOM VERTICAL TANK 240 200 30 84 500 MANCHESTER TANK 302428 [1] SCHEDULE NOTES: [1] PROVIDE WITH 4" CONCRETE PAD REFRIGERATED AIR DRYER SCHEDULE CALLOUT LOCATION CAPACITY (SCFM) [1] DIMENSIONS REF. TYPE MAX WORKING PRESSURE (PSIG) ELECTRICAL OPERATING WEIGHT (LBS) BASIS OF DESIGN NOTES TYPE MARK WIDTH (IN) DEPTH (IN) HEIGHT (IN) VOLTAGE PHASE MCA MOCP MANUFACTURER MODEL RD 1 COMPRESSOR ROOM 100 22 16 30 R134A 200 115 1 15.44 20 155 ZEKS 100HSH [21 RD 2 COMPRESSOR ROOM 100 22 16 30 R134A 200 115 1 15.44 20 155 ZEKS 100HSH [2] SCHEDULE NOTES: [1] PERFORMANCE BASED ON ISO 7183, TABLE 2, OPTION A2 [2] PROVIDE WITH 4" CONCRETE PAD REVIEWED FOR CODE COMPLIANCE APPROVED JAN 03 2020 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA DEC 112019 PERMIT CENTER 16015th Avenue, Suite 1600 DESIGNED: APPROVED: METRO TRANSIT DIVISION DATE: 'FC SET W� Cgti kpff Seattle, WA98101 CFORTIER DCRIPPEN 07/03/19 <) ,�F,� ft/iy�� 206.622.5822 DRAWN, SOUTH BASE . Al IFC REVISION FSI _ " o FSi consulting engineers www.kpff.com EXPANSION DEVELOPMENT PROJECT 0 VE REDUCTION 27 JUNE FSI z Seattle, Washington CFORTIER LIM CHECKED BY PROJECT NO: Ding County DRAWING NO A 4BR89 Solutions &Service 1129642 POF �f1,STER�-� ��` w Aetratechmrn ALANGDON Department of MECHANICAL SCHEDULES 2 M6.03 FSS/ONAL ENU\ 1420 Fifth Avenue, Suite 600 CHECKED BY CONTRACT NO: Transportation AND GENERAL NOTES SHEET NO: OF No. REVISION BY APP'D DATE o7a1 is Seattle, Washington 98101 acxan Phone:206-883-9300 Fax:206-883-9301 C013000IB 9 AIR HANDLING UNIT WITH HEAT RECOVERY SCHEDULE CALLOUT SUPPLY FAN [101 RETURN FAN [10] FILTER HEAT RECOVERY HEATING COIL MAX BASIS OF DESIGN TYPE MARK LOCATION SERVICE ECON MIN OSA (CFM) [2] FAN TYPE DRIVE TYPE CFM [1] E.S.P. (IN WC) [3] [41 QTY RPM [11 MOTOR FAN TYPE DRIVE TYPE CFM [11 E.S.P. (IN WC) [3] [41 QTY RPM [11 MOTOR TYPE MAX VEL (FPM) TYPE WINTER SUMMER kW EAT (DEG F) LAT (DEG F) TYPE V HZ 0 MCA MOP SOUND LEVEL (DBA) [71 OPERATING WEIGHT (LBS) MANUFACTURER MODEL NOTES SPEED HP SPEED HP EAT (DEG F) LAT (DEG F) EFF EAT (DEG F) LAT (DEG F) EFF AHU 1 MECH MAINTENANCE Y 2180 ECM DIRECT 2180 1 1 2870 2870 2.3 ECM DIRECT 2180 1 1 2870 2870 1 2.3 MERVB 450 1 FIXED PLATE 24 57.1 67.7% 86 77.5 67% 21 24 54.4 1460.0 60.0 3.0 6.8 15.0 - 3000 DAIKIN MODULAR [6] [8] [9] [13] SCHEDULE NOTES: [1] WITH UNIT AT MAXIMUM CONDITIONS [21 OUTSIDE AIR QUANTITY WITH DAMPER AT MINIMUM POSITION AND UNIT AT MAXIMUM CONDITIONS. [31 STATIC PRESSURE EXTERNAL TO UNIT [41 INCLUDES ALLOWANCE FOR FILTER LOADING (ADDITIONAL 0.75" AT FULL LOAD) [5] MAXIMUM ALLOWABLE MOTOR BRAKEHORSEPOWER AT MAX FLOW AND ESP PER FAN MOTOR [61 PROVIDE WITH 4" STRUCTURAL PAD [7] MAXIMUM RADIATED SOUND POWER LEVELS OF THE UNIT SHALL NOT EXCEED 85 DBA [8] COORDINATE UNIT LENGTH WITH SUPPLY AND RETURN OPENINGS - SEE DWGS. [91 PROVIDE WITH RETURN/SUPPLY PLENUM [10] NOT USED 1111 OTHER POWER REQUIREMENTS OUTSIDE OF FAN, LIGHTS [12] NOT USED [131 ELECTRICAL TO PROVIDE 460V CONNECTION FOR ELECTRIC HEATER [14] SINGLE POINT CONNECTION AND UNIT PROVIDED WITH INTEGRAL DISCONNECT ENERGY RECOVERY VENTILATOR SCHEDULE CALLOUT SUPPLY FAN [101 RETURN FAN [101 FILTER HEAT RECOVERY ELECTRICAL [11) [61 MAX BASIS OF DESIGN TYPE MARK LOCATION SERVICE ECON SA (CFM) :3055 FAN TYPE DRIVE TYPE CFM [11 E.S.P. (IN WC) [3] [41 QTY RPM [11 MOTOR FAN TYPE DRIVE TYPE CFM [1) E.S.P. (IN WC) [3] [41 QTY RPM [1] MOTOR TYPE MAX VEL (FPM) TYPE WINTER SUMMER V HZ 0 MCA MO P SOUND LEVEL (DBA) [71 OPERATING WEIGHT (LBS) MANUFACTURER MODEL NOTES SPEED HP BHP SPEED HP BHP EAT (DEG F) LAT (DEG F) EFF EAT (DEG F) LAT (DEG F) EFF ERV 1 SERVICE 108 SERVICE 108 N PLENUM VFD 3055 1.5 1 1731 1731 5 3.2 PLENUM VFD 3055 1.5 1 1731 1764 5 3.2 MERV 8 450 FLAT PLATE 24 49 63 86 78 50 460 60 3 15.1 20 - 950 RENEW AIRE HE 4XINV [8] [9] ERV 2 SERVICE 111 SERVICE 111 N 3055 PLENUM VFD 3055 1.5 1 1731 1731 5 3.2 PLENUM VFD 3055 1.5 1 1731 1764 5 3.2 MERV 8 450 FLAT PLATE 24 49 63 86 78 50 460 60 3 15.1 20 - 950 RENEW AIRE HE 4XINV [8] [9] ERV 3 INSPECTION 109 INSPECTION 109 N 3055 PLENUM VFD 3055 1.5 1 1731 1731 5 3.2 PLENUM VFD 3055 1.5 1 1731 1764 5 3.2 MERV 8 450 FLAT PLATE 24 49 63 86 78 50 460 60 3 15.1 20 - 950 RENEW AIRE HE 4XINV [8] [9] SCHEDULE NOTES: [11 WITH UNIT AT MAXIMUM CONDITIONS [2] OUTSIDE AIR QUANTITY WITH DAMPER AT MINIMUM POSITION AND UNIT AT MAXIMUM CONDITIONS. [3] STATIC PRESSURE EXTERNAL TO UNIT [41 INCLUDES ALLOWANCE FOR FILTER LOADING (ADDITIONAL 0.75" AT FULL LOAD) [51 MAXIMUM ALLOWABLE MOTOR BRAKEHORSEPOWER AT MAX FLOW AND ESP PER FAN MOTOR [61 SINGLE POINT CONNECTION AND UNIT PROVIDED WITH INTEGRAL DISCONNECT [7] MAXIMUM RADIATED SOUND POWER LEVELS OF THE UNIT SHALL NOT EXCEED 85 DBA [81 COORDINATE UNIT LENGTH WITH SUPPLY AND RETURN OPENINGS - SEE DWGS. [91 PROVIDE WITH RETURN/SUPPLY PLENUM [101 PROVIDE WITH INITIAL SET OF SHEAVES FOR FAN(S) TO MEET CONDITIONS AS SCHEDULED, FOLLOWING INSTALLATION AND BALANCING, PROVIDE REPLACEMENT SET OF SHEAVES FOR ACTUAL CONDITIONS, REGARDLESS OF WHETHER CONSTANT OR VARIABLE SPEED FAN(S)" [11] OTHER POWER REQUIREMENTS OUTSIDE OF FAN, LIGHTS [121 AS RATED PER AMCA 205 AIR TERMINAL SCHEDULE CALLOUT AIR TERMINAL DESCRIPTION MATERIAL FINISH FACE STYLE FACE SIZE DUCT INLET PATTERN DAMPERS BASIS OF DESIGN NOTES MANUFACTURER MODEL RG-1 RETURN / EXHAUST GRILLE ST [41 - [1] [2] 13] ADJ NONE TITUS 350FL RG-2 EGGCRATE GRILLE AL [41 - [1] [2] 131 NONE TITUS 50F SG-1 SUPPLY GRILLE ST [4] - [1] [21 [31 FA NONE TITUS 300FL SG-2 SQUARE CEILING DIFFUSER ST [41 - [1] [21 [3] ADJ NONE TITUS TIASA G J SG-4 JET NOZZLE DIFFUSER AL [4] - [1�[21131 NONE TITUS TND-AA SCHEDULE NOTES: 1 [1] FACE DIMENSIONS SHOWN ON PLANS. [21 FACE SIZE DETERMINED FROM DUCT INLET SIZE. [3] SEE AIR DEVICE TAG FOR DUCT INLET SIZE. [4] PROVIDE COLOR PER PROJECT REPRESENTATIVE ABBREVIATIONS: ST = STEEL, AL = ALUMINUM, ADJ = ADJUSTABLE, FA = FULLY ADJUSTABLE 1,4 REVIEWED FOR CODE COMPLIANCE APPROVED JAN 03 2020 City of Tukwila RECIEIVED CITY OF TUI.I%VILA BUILDING DIVISION DEC 112019 PERMIT CENTER ------____- APPROVED: 1601 sth Avenue, suite 1600 DESIGNED: METRO TRANSIT DIVISION DATE: IFC SET W' t441 Seattle, WA98101 CFORTIER DCRIPPEN SOUTH BASE 07/03/19 OW' Hi G' kpff 206.622.s822 DRAWN: Al IFC REVISION FSI =her ' o FSi consulting engineers www.kpff.com EXPANSION DEVELOPMENT PROJECT Q VE REDUCTION 27 JUNE FSI z Seattle, Washington C FORTIER LIM TETMTIECH CHECKED BY PROJECTNO., King County DRAWING NO: A l8288 Solutions & Service 1t29�2 2 M6.04 Pon PfCISTERF'° �`��` tN vry Aetratech.com ALANGDON Department of MECHANICAL SCHEDULES �SSIONAL ENG\ 1420 Fifth Avenue, Suite 600 CHECKED BY CONTRACT NO: Transportation AND GENERAL NOTES SHEETNO: OF No. REVISION BY APP'D DATE Seattle, Washington 98101 07.03.19 Phone:206-883-9300 Fax:206-883-9301 C0130OC18 SIGNED C OIL SEPARATOR SCHEDULE CALLOUT LOCATION SERVICE CAPACITY PIPE SIZE (IN. DIA.) INLET INVERT ELEVATION [3] DIMENSIONS (WxHxD) (IN) BASIS OF DESIGN NOTES TYPE MARK FLOW (GPM) MANUFACTURER MODEL OS 1 1 EXTERIOR OILY WASTE 10 4 6'-6" 48 x 72 x 72 OLD PRECASTLE 660SA [1][2] SCHEDULE NOTES: [1] PROVIDE COVER RATED H2O LOADING. [2] PROVIDE RISERS FOR FINISHED GRADE ACCESS. COORDINATE WITH CIVIL FOR RISER LENGTH. [3] INLET PIPE INVERT ELEVATION IS APPROXIMATE. COORDINATE WITH CIVIL FOR BURIAL DEPTH. EXPANSION TANK SCHEDULE CALLOUT LOCATION SERVICE VOLUME (GAL) ACCEPTANCE VOLUME SYSTEM PRESSURE SYSTEM CONNECTION DIMENSIONS (DIAxHT) (IN) OPERATING WEIGHT BASIS OF DESIGN NOTES TYPE MARK (GAL) (PSIG) (IN) (LBS) MANUFACTURER MODEL ET 1 JAN 115 DOMESTIC 6 3 314 12xl8 80 AMTROL ST-12C [1] HOT WATER SCHEDULE NOTES: [1] PROVIDE WITH SIGHT GLASS AND SEISMIC RESTRAINTS. PLUMBING FIXTURE SCHEDULE BRANCH PIPE SIZE - INCHES DIA. BASIS OF DESIGN MARK FIXTURE DESCRIPTION ADDITIONAL COMPONENTS REMARKS COLD HOT WATER WASTE VENT MANUFACTURER MODEL WATER LAVA COUNTERTOP -MOUNTED LAVATORY 1/2" 1/2" 1 112" 1 114" FAUCET: CHICAGO #116.606.AB.1(SENSOR-BATTERY, 0.5 GPM)) KOHLER #K-2196-4 FOR AUTOMATIC FAUCET ONLY: POINT OF USE THERMOSTATIC MIXING VALVES WATTS MODEL LFMMV OR EQUAL WC-1 WALL -HUNG 1" 4" 2" CARRIER: JAY R. SMITH (SELECT SERIES TO SUIT APPLICATION) KOHLER #K4325 ADA, OBC, CSA B651 COMPLIANT WHEN INSTALLED TO THE SPECIFIC WATER CLOSET (FLUSH VALVE) FLUSH VALVE: KOHLER K-10956-SV (SENSOR-1.28 GPF, BATTERY) REQUIREMENTS OF THESE REGULATIONS. SEAT: KOHLER K-4731-GC (WHITE) WC-2 WALL -HUNG 1" 4" 2" CARRIER: JAY R. SMITH (SELECT SERIES TO SUIT APPLICATION) KOHLER #K4325 ADA, OBC, CSA B651 COMPLIANT WHEN INSTALLED TO THE SPECIFIC ADA WATER CLOSET (FLUSH VALVE) FLUSH VALVE: KOHLER K-10956-SV (SENSOR-1.28 GPF, BATTERY) REQUIREMENTS OF THESE REGULATIONS. SEAT: KOHLER K-4731-GC (WHITE) UR-1 WALL -HUNG URINAL 3/4" - 2" 1 1/2" CARRIER: JAY R. SMITH (SELECT SERIES TO SUIT APPLICATION) KOHLER #K-5016-ET ADA COMPLIANT WHEN INSTALLED TO THE SPECIFIC REQUIREMENTS FLUSH VALVE: KOHLER K-10958-SV (SENSOR-0.5 GPF, BATTERY) OF THESE REGULATIONS. SS-1 FLOOR -MOUNTED SERVICE SINK 314" 34' T 1 1/2" FAUCET: CHICAGO 897-RCF AMERICAN-STANDARD #7745.811 WITH REMOVABLE VINYL COATED RIM GUARD SS-2 ALL-M NTED 1/2" 1/2" 2" F CET: LASH UNTE 6" SWI L SPO FAUC (8"0 . MOD : ADVA CE VANC ABCO WS -16-25 P OVIDE INK WI BOWL EPTH REATE THAN " TABCO K-160 RAIN: 3- /2" D MOD : ADVA CE TAB O K-6 A ON1 F D A RI RO IC - 0 RA NO- OU ND PR CO 10 J SM 05 FD-2 FLOOR DRAIN, 4" FUNNEL VARIES VARIES ROUND NICKEL -BRONZE STRAINER WITH 4" FUNNEL, NO -HUB OUTLET AND TRAP PRIMER JAY R. SMITH 2O05Y CONNECTION, FUNNEL: FIG 3580 FD-3 TRAFFIC FLOOR DRAINS 4" LARGE CAPACITY SEDIMENT BUCKET. JAY R. SMITH 2450,2455 RATED FOR HEAVY LOADING FDA GUTTER DRAIN 2" - LONG RECTANGULAR GUTTER DRAIN JAY R. SMITH 2585 FS-1 FLOOR SINK - 4" 2" ACID -RESISTANT ENAMEL COATING, 8-112" SQUARE NICKEL -BRONZE TOP, NO -HUB JAY R. SMITH 3100Y OUTLET AND DOME BOTTOM STRAINER HB-1 FREEZE -PROOF HOSE BIBB 314" - - JAY R. SMITH #5609QT 114 TURN NON FREEZE WALL HYDRANT WITH INTEGRAL VACUUM BREAKER ES-1 EMERGENCY EYEWASH / SHOWER 1-1/2" FURNISH WITH LEAD-FREE THERMOSTATIC MIXING VALVE TO DELIVER TEPID GUARDIAN G1950P MIXING VALVE SHALL HAVE FAIL-SAFE FEATURE, ACTIVELY SUSPEND 1-1/2" WATER, 85°F. VALVE FOR EMERGENCY SHOWER/EYEWASH SHALL BE SIZED HOT WATER FLOW WHEN COLD WATER SUPPLY IS LOST BASED ON FIXTURE REQUIREMENTS RFI 105 - VMB Trap Primer for Mech. & Compressor R TP-1 TRAP PRIMER 3/4" PPP PTS-6 OIL FILTER CRUSHER SCHEDULE CALLOUT LOCATION AIR SUPPLY FLUID BASIS OF DESIGN NOTES TYPE MARK AIR INLET (IN. DIA) PRESSURE (PSI) TYPE TEMP (DEG F) MANUFACTURER MODEL OFC 1 SERVICE 1/3 1/2 120 MOTOR OIL 60 EMERSON TC-24A [1] SCHEDULE NOTES: [1) PROVIDE WITH 55 GALLON DRUM )m THERMOSTATIC MIXING VALVE SCHEDULE CALLOUT LOCATION WATER HEATER SERVED TEMPERED WATER TEMPERATURE (F) TEMPERED WATER FLOW (GPM) PRESSURE DROP (PSIG) INLET SIZE (IN) OUTLET SIZE (IN) BASIS OF DESIGN NOTES TYPE MARK MANUFACTURER MODEL TMV 1 JAN 115 WH-1 110 20 5 1 2 WATTS LFN170-M3 [1] ELECTRIC WATER HEATER SCHEDULE CALLOUT SERVICE RECOVERY CONDITIONS ELECTRICAL BASIS OF DESIGN CAPACITY CONDITIONS RATED WATER NOTES LWT [5] CAPACITY WATERTEMP TYPE MARK LOCATION TYPE [1] (GAL) F) F(DE (DEG F) (GPH) RISE (DEG F) V HZ 0 FLA HEATER EFFICIENCY MANUFACTURER MODEL EWH 1 JAN 115 ST 120 140 27 90 460 60 3 7.2 [2] [3] AO SMITH DRE-120-6 [4] SCHEDULE NOTES: [1] ST = STORAGE; INS = INSTANTANEOUS [2] RATED WATER HEATER EFFICIENCY PER SECTION GI OF ANSI Z21.10.3. WATER HEATER IS COMPLIANT WITH TABLE C404.2 OF THE 2015 SEATTLE ENERGY CODE [3] ET=THERMAL EFFICIENCY [4] PROVIDE WITH 4" STRUCTURAL PAD. [5] MIX DOWN TO 120F AT THERMOSTATIC MIXING VALVE. REVIEWED FOR CIRCULATING PUMP SCHEDULE CODE COMPLIANCE CALLOUT PUMP ELECTRICAL FLUID BASIS OF DESIGN APPROVED nECEIVEG HEAD FLUID INLET FLUID OUTLET TEMP JAN 03 2020 CITY OF TUKWILA TYPE MARK LOCATION TYPE FLOW (GPM) (FT) (IN. DIA) (IN. DIA) POWER (HP) V HZ 0 TYPE (DEG F) MANUFACTURER MODEL NOTES DEC 112019 Cp 1 JAN 115 CIRC 2 8 1/2 1/2 1125 115 60 1 WATER 120 GRUNDFOS UPS 32-40 [1] City of Tukwila SCHEDULE NOTES: BUILDING DIVISION PERMIT CENTER [1] PROVIDE WITH INITIAL IMPELLER AS SCHEDULED. FOLLOWING INSTALLATION AND BALANCING, PROVIDE REPLACEMENT OR TRIMMED IMPELLER FOR ACTUAL CONDITIONS. 16015th Avenue, Suite 1600 DESIGNED: APPROVED: METRO TRANSIT DIVISION DATE: 1 FC SET ��i W' C qti Seattle, WA 98101 C FORTIER D CRIPPEN 1 07/19/19 1EOf waSyti 61 206.622.5822 DRAWN:LSOUTH BASE RFI-087 FSI < y O FSi consulting engineers kpff www.kpff.com EXPANSION DEVELOPMENT PROJECT �2 VE REDUCTION 27 JUNE FSI z Seattle, Washington CFORTIER r_ M I TETRATECH CHECKED BY PROJECT NO: [Cin COlI my DRAWING NO: 03 OWS REVISION -NEW SCOPE AS1004 FSI , ; 2 e s 1129642 f'Q TER Solutions &Service ® PERMIT COMMENT RESPONSES FSI P�Fsi INE�O�� w Aetmtech.ccm ALANGDON Department of MECHANICAL SCHEDULES 2 M6.05 ONAL 1420 Fifth Avenue, Suite 600 CHECKED BY CONTRACT NO: Transportation AND GENERAL NOTES SHEET NO: OF No. REVISION BY APP'D DATE Seattle, Washington 98101 SSR 19 Phone: 206-383-9300 Fax: 206-883-9301 C0130OC18 SfiNBO AIR PUMP SCHEDULE CALLOUT PUMP AIR SUPPLY FLUID BASIS OF DESIGN TYPE MARK LOCATION TYPE PUMP RATIO FLOW (GPM) FLUID INLET (IN. DIA) FLUID OUTLET (IN. DIA) AIR INLET (IN. DIA) CONSUMPTION (SCFM) TYPE TEMP (DEG F) MANUFACTURER MODEL NOTES P 1 LUBE ROOM PISTON 6:1 6 314 314 112 42 MOTOR OIL 60 GRACO FIREBALL 425 [11, [21, [41 P 2 LUBE ROOM PISTON 6:1 6 3/4 3/4 1/2 42 MOTOR OIL 60 GRACO FIREBALL425 [11,[21, [41 P 3 LUBE ROOM DIAPHRAM 6:1 6 3/4 3/4 1/2 42 ATF 60 GRACO FIREBALL 425 [11, [21, [41 P 4 LUBE ROOM DIAPHRAM - 6 3/4 314 1/4 28 COOLANT 60 GRACO HUSKY 515 [1], [2], [4] p 5 SERVICE BAY 1 DIAPHRAM 6 3/4 1 1/4 25 WASTE OIL 60 GRACO HUSKY 1050 [1] P 6 INSPECTION PIT DIAPHRAM 6 3/4 1 1/4 25 WASTE OIL 60 GRACO HUSKY 1050 [1] P 7 INSPECTION PIT DIAPHRAM 6 314 1 1/4 25 WASTE OIL 60 GRACO HUSKY 1050 [1] P 8 LUBE ROOM DIAPHRAM 2 3i4 3/4 1/4 28 WINDSHIELD 60 GRACO HUSKY 1050 [11, [21, [41 P 9 LUBE ROOM PISTON - ' GEAR OIL 60 GRACO FIREBALL 425 [11, [21, [41 SCHEDULE NOTES: [1] COMPRESSED AIR OPERATED PUMP [2] TANK MOUNTED PUMP, PROVIDE WITH PRESSURE RELIEF AND ANTI SYPHON VALVES PI ALUMINUM PUMP [4] PROVIDE LOW -LOW LEVEL CUT OFFS [51 PROVIDE MOUNTING ACCESSORIES TANK SCHEDULE CALLOUT LOCATION VOLUME (GAL) FLUID TYPE DIMENSIONS (LxWxH) OPERATING PRESSURE RANGE (PSIG) BASIS OF DESIGN NOTES TYPE MARK MANUFACTURER MODEL T 1 LUBE ROOM 280 MOTOR OIL 4'10" x 2'10" x 4'1" ATM CONTAINMENT SOLUTIONS LUBE CUBE [1] [2] [41 T 2 LUBE ROOM 280 MOTOR OIL V10" x Z10" x 4'1" ATM CONTAINMENT SOLUTIONS LUBE CUBE [1] [2] [4] T 3 LUBE ROOM 280 AUTO ATF 4'10" x 2'10" x 4'1" ATM CONTAINMENT SOLUTIONS LUBE CUBE [1] [2] [4] T 4 LUBE ROOM 500 COOLANT 5'1" x 3'10" x 5'1" ATM CONTAINMENT SOLUTIONS LUBE CUBE [1] [2] [4] T 5 LUBE ROOM 500 WASTE OIL TV x 3'10" x 5'1" ATM CONTAINMENT SOLUTIONS LUBE CUBE [1] [2] [41 T 6 LUBE ROOM 55 GEAR OIL 55 GAL DRUM ATM [3] T 7 LUBE ROOM 280 WINDSHIELD WASH 5'1" x 3" 0" x 5'1" ATM CONTAINMENT SOLUTIONS LUBE CUBE [1] [2114] SCHEDULE NOTES: [11 DOUBLE WALL. [21 ABOVE GROUND STORAGE TANK. [3] PRODUCT WILL BE SUPPLIED IN 55 GAL DRUM. USE PRODUCT DRUM WITH HOLD DOWN KIT. [41 PROVIDE WITH 4" STRUCTURAL PAD. SUMP PUMP SCHEDULE CALLOUT LOCATION PUMP FLUID ELECTRICAL BASIS OF DESIGN NOTES TYPE MARK TYPE FLOW (GPM) HEAD (FT WATER) OUTLET (IN. DIA) TYPE TEMP (DEG F) MOTOR (HP) V HZ 1 0 MANUFACTURER MODEL SP 1 INSPECTION PIT SUBMERSIBLE 23 20 2 WASTEWATER 50 0.5 115 60 1 WEIL 1607 [1] [2] [3][41 SP 2 SERVICE PIT SUBMERSIBLE 23 20 2 WASTEWATER 50 0.5 115 60 1 WEIL 1607 [1] [2] [3][4] SCHEDULE NOTES: [1] EXPLOSIVE PROOF MOTOR, MOISTURE SENSING AND TEMPERATURE LIMITED PROBES, 20 FT POWER/ SENSOR CABLES, 20FT SS LIFT[ CABLE 2 [2] 2" REMOVAL SYSTEM WITH DISCHARGE FLOOR ELBOWS, BRONZE SLIDING BRACKET, SIMPLEX GUIDE RACKET, SUB BASE, LEVEL CONTROL, FLOAT SWITCHE , CHECK VALVE ASSEMBLY. [3) NEMA 4 CONTROL PANEL WITH ALARMS [4] PROVIDE WITH 153 GAL SUMP CAPACITY NEUTRALIZER TANK SCHEDULE CALLOUT LOCATION VOLUME (GAL) INLET/OUTLET (IN) VENT (IN) DIMENSIONS (HEIGHTIDIAMETER IN) OPERATING PRESSURE RANGE (PSIG) BASIS OF DESIGN NOTES TYPE MARK MANUFACTURER STYLE NT 1 BATTERY ROOM 55 3 2 33.5/22.5 ATM ORION 7 [1 ] [2] [3] SCHEDULE NOTES: [1) PROVIDE WITH BOLTED CIRCULAR TOP, TANK EXTENSION [21 PROVIDE WITH PH MONITOR PANEL [3] BELOW GROUND STORAGE TANK RECEIVED CITY OF;i;KWILA DEC 112019 PERMIT CENTER c��++ �a 16015th Avenue, Suite 1600 DESIGNED; APPROVED: METRO TRANSIT DIVISION DATE: (FC SET �� W. C'4ti kpff Seattle, WA98101 CFORTIER DCRIPPEN 07/03/19 <� p�� v.,�fc 206.622.5822 DRAWN:LSOUTH BASE Q IFC REVISION FSI 2 y o FSi consulting engineers www.kpff.com EXPANSION DEVELOPMENT PROJECT Q VE REDUCTION 27 JUNE FSI Z Seattle, Washington CFORTIER ^--. TEITATECH CHECIu-D BY PROJECTNO: (��n�y�J{� ty DRAWING NO: OtSTER P '°Z°°Eo Solutions & Service 112964z of ��`� vnvw.tetratech.wm ALANGDON Department of MECHANICAL SCHEDULES 2 M6.06 FS`S�ONAt. ENG\ 1420 Fifth Avenue, Suite 600 CHECKED BY CONTRACT NO: Transportation AND GENERAL NOTES SHEETNO: OF No. REVISION BY APP'D DATEN Seattle, Washington 98101 07M.19 Phone: 206-883-9300 Fax: 206.883-9301 C01300018 SfCX80 SYSTEM SPECIFICATION OIL WATER SEPARATOR SYSTEM a. THE OIL WATER SEPARATOR SYSTEM (OWS) CONTROL PANEL SHALL BE SUPPLIED CONTAINING ALL THE ELECTRICAL AND MECHANICAL EQUIPMENT NECESSARY TO PROVIDE A COMPLETE FUNCTIONAL SYSTEM AS DESCRIBED BELOW. CONTROL SYSTEM SHALL BE PROVIDED WITH VISUAL AND AUDIBLE ALARMS. PROVIDE SHOP DRAWINGS AND WIRING DIAGRAMS FOR APPROVAL BY KING COUNTY PROJECT REPRESENTATIVE. b. CONTROL PANEL SPECIFICATION: NEMA 4X CONTROL PANEL, UL LISTED, PLC WITH COLOR TOUCH SCREEN, LOCKABLE DISCONNECTS, OVERLOAD PROTECTION, HWA 95 dB HORN WITH SILENCE BUTTONS, ISOLATED CONTACTS FOR HIGH WATER, PUMP ON, AND MOTOR OVERLOAD. CONTROL PANEL SHALL HAVE SELF-HELP DIAGNOSTICS TO ASSIST FAULT TROUBLESHOOTING, ALARM HISTORY WITH DATE AND TIME STAMP, TANK LEVEL GRAPH FOR EACH TANK. BASIS: WEIL c. LEVEL CONTROL: PROVIDE MERCURY FREE TETHERED FLOATS. QUANTITY AS SHOWN ON DRAWING. BASIS: WEIL MODEL 82**. d. THE CONTRACTOR SHALL PROVIDE FULL-TIME, ON -SITE, EXPERIENCED PROJECT MANAGER FOR THIS WORK, RESPONSIBLE FOR DIRECT SUPERVISION OF INSTALLATION, START-UP AND COMMISSIONING OF THE OWS SYSTEM. SYSTEM DESCRIPTION THE OIL WATER SEPARATOR SYSTEM CONSIST OF (2) UNDERGROUND OILNVATER TANKS WITH TREATMENT VOLUME AS SPECIFIED IN SCHEDULE, A VALVE PIT AND A CONTROL PANEL AND VISUAL ALARM PANEL LOCATED INSIDE THE BUILDING. THE VALVE PIT FOR DUAL VAULT SYSTEM CONTAINS INLET AND DRAIN VALVES FOR EACH OILIWATER SEPARATOR TANK AND AN AIR OPERATED SUMP PUMP TO PUMP INFLUENT INTO THE SEPARATOR TANKS. SEQUENCE OF OPERATION CONTROL PANEL SHALL BE CONTROLLING COMPRESSED AIR SOLENOID VALVE FOR PUMP BASED ON THE FLUID LEVEL IN THE VALVE PIT. IN NORMAL OPERATION, PUMPED OILY WATER DISCHARGED FROM INSIDE THE VEHICLE MAINTENANCE BUILDING AND GRAVITY DRAINED WASTE WATER FROM STEAM BAY ARE COLLECTED IN THE VALVE PIT. THE WASTE WATER THEN ROUTED INTO ONE OF THE SEPARATOR TANKS UNTIL THE TANK 100% FLOAT LEVEL LIMIT IS TRIGGERED. ONCE THE 100% FLOAT LEVEL LIMIT IS TRIGGERED, THE AUTOMATIC CONTROLLER DIRECTS THE FLOW INTO THE SECOND TANK. THE FIRST TANK IS ALLOWED TO STAND UNTIL THE SECOND TANK 80% FLOAT LEVEL LIMIT IS TRIGGERED, THIS WAITING PERIOD ALLOWS THE OIL SEPARATION, WHICH THEN REMOVED PERIODICALLY BY A VECTOR TRUCK. WHEN THE SECOND TANK 80% FLOAT LEVEL LIMIT IS TRIGGERED, THE CONTROLLER SIGNALS THE FIRST TANK TO DRAIN. AS SOON AS THE 100% FLOAT LEVEL LIMIT OF SECOND TANK IS TRIGGERED, THE OILY WASTE WATER IS DIVERTED BACK INTO THE FIRST TANK EVEN IF THE FIRST TANK IS NOT COMPLETELY DRAINED. THE PROCESS THEN REPEATS. SYSTEM SHALL BE ABLE TO OPERATE TO MAINTAIN PART LOAD. RE -CALIBRATE OWS TANK FLOAT LEVEL TREE TO ACCOMMODATE PART LOAD CONDITION (40 BUSES). 100% FLOAT LEVEL SHALL BE SET AT 3.3 FT ABOVE TANK FLOOR AND 80% FLOAT LEVEL SHALL BE SET AT 2.6 FT ABOVE TANK FLOOR. CONFIRM WITH KING COUNTY REPRESENTATIVE FINAL NUMBER OF BUSES SERVED FOR PART LOAD CONDITION OCCURRED IN DAY 1. CONTROL PANEL SHALL HAVE AN OVERRIDE BUTTON FOR BUILDING OPERATOR TO MANUALLY DRAIN EACH TANK WITHOUT WAITING FLOAT LEVELS TO BE TRIGGERED. ALARMS CONTROLLER SHALL ANNUNCIATE ALARM CONDITION AND PROVIDE VISUAL INDICATOR WHEN THE FOLLOWING CONDITIONS OCCUR: 1. FLOAT FAILURE 2. VALVE FAILURE 3. TANK 1 FLOODED (120% OF TREATMENT VOLUME CAPACITY LIMIT) 4. TANK 2 FLOODED (120% OF TREATMENT VOLUME CAPACITY LIMIT) 5. TANK 1 EMERGENCY (130% OF TREATMENT VOLUME CAPACITY LIMIT) 6. TANK 2 EMERGENCY (130% OF TREATMENT VOLUME CAPACITY LIMIT) 7. EXTENDED DRAIN TIME TANK 1 (150% OF CALCULATED DRAIN TIME) 8. EXTENDED DRAIN TIME TANK 2 (150% OF CALCULATED DRAIN TIME) 9. VALVE PIT FLOODED 10.CONTROL PANEL FAILURE PUMP SHALL BE DE -ENERGIZED WHEN ONE OF THE ABOVE ALARMS IS TRIGGERED. CONTROLLER SHALL SEND EMAIL INDICATING ALARM FAULT AND TANK NUMBER TO BUILDING OPERATOR. ADDITIONAL CONTROL PANEL FEATURES AND ALARMS SHALL BE INTEGRATED TO PROVIDE A FULLY FUNCTIONAL SYSTEM IEC SET 5 OWS REVISION-ASI-008 FSI 0 VE REDUCTION 27 JUNE FSI 0 OWS REVISION - NEW SCOPE-AS1004 FSI ® PERMIT COMMENT RESPONSES FSI No. REVISION BY APP'D DATE DESIGN BASIS: THE STORAGErrREATMENT CAPACITY OF EACH TANK IS BASED ON THE NUMBER OF BUSES TO BE SERVICED AT SOUTH INTERIM BASE. BASED ON METRO ENVIRONMENTAL COMPLIANCE'S EXPERIENCE, THE DUAL TANK SYSTEMS AT RYERSON AND SOUTH PROVIDE TREATMENT OF OILY WASTE DISCHARGE WITHIN THE ACCEPTABLE THRESHOLDS PER METRO'S PERMIT CONDITIONS. SUMMARY AS FOLLOWS: LOCATION NO.OF BUSES TANK TREATMENT STORAGE CAPACITY (GAL) SOUTH BASE 285 3500 RYERSON 220 3200 SOUTH INTERIM BASE 126+ FUTURE 20% EXPANSION 2050 THIS CAPACITY WILL ALLOW EFFLUENT AT LEAST 48 HOURS OF TREATMENT PRIOR TO DISCHARGE WHEN THE BASE IS IN ITS FULL CAPACITY. AT THE SOFT OPENING, ONLY 40 BUSES WILL BE SERVICED AT SIB. THEREFORE, THE EFFLUENT FROM VM BUILDING WILL SIT IN THE TANK(S) MORE THAN 48 HRS, WHICH CONSEQUENTLY WILL CAUSE THE PH TO DROP BELOW THE ACCEPTABLE THRESHOLD FOR DISCHARGE. HOWEVER, THIS PROBLEM CAN BE MITIGATED WITH CHEMICAL TREATMENT AND METRO'S ENVIRONMENTAL COMPLIANCE OFFICERS WILL MANUALLY MONITOR AND ADJUST CHEMICAL TREATMENT. VISUAL ALARM PANEL: CONTRACTOR SHALL FURNISH AND INSTALL A VISUAL ALARM PANEL NEXT TO OWS CONTROLLER TO PROVIDE VISUAL INDICATOR OF THE PROCESS. VISUAL ALARM PANEL SHALL HAVE INDICATORS AT LEAST FOR THE FOLLOWING STAGES: A. TANK #1 LEVEL 80% B. TANK #1 LEVEL 100% C. TANK #1 LEVEL 120% D. TANK #1 FILL VALVE OPEN E. TANK #1 FILL VALVE CLOSE F. TANK #2 FILL VALVE OPEN G. TANK #2 FILL VALVE CLOSE H. TANK #1 DRAIN VALVE CLOSE 1. TANK #1 DRAIN VALVE OPEN J. TANK #2 DRAIN VALVE OPEN K. TANK #2 DRAIN VALVE CLOSE LED SCREEN OWS CONTROL PANEL 07.19,19 sxm OILMATERSEIY TOR PLC FAILURE TANK#1 TANK#2 VALVE FAIL VALVE PIT OR FLOODED FLOODED FLOODED NOTINAUTO LEVEL 3-120% �► ►� TANK #1 FILL TANK #2 FILL' • • I� (^ (^ • OPENr^CLOSE AUTO OPEN - AUTO CLOSEOPEN CLOSEOPEN DRAIN • 1 LEVEL 1-80% !CLOSE OPEN OPEN CLOSE'; 11 ,#21nn nn ,. AUTO LOSE OPEN AUTO OPEN CLOSE POWER HORN CLOSEOPEN LAMPTEXT CLOSEOPEN OWS VISUAL ALARM PANEL OWS CONTROL PANELS DETAIL %21 SCALE: NTS 2 M7.01 FSi consulting engineers Seattle, Washington si Solutions & Service FAN 2" PVC CHEMICAL PIPEa4 4" OW 2" V (TYP 2) 1❑ 4" OW FROM STEAM BAY 2" V 1❑ 2" V VALVE PIT �4"PW 2"V uuu 4" PW AN � � • AN 2 4" W J 4" W CONTINUE TO SITE OIL WATER SEPARATOR SYSTEM PIPING DIAGRAM %^3-"\ SCALE: NTS 2 M7.01 GENERAL NOTES: 1. DIMENSIONS SHOWN HERE ARE FOR REFERENCE. ADJUST DIMENSIONS TO PROVIDE A COMPLETE AND FUNCTIONAL SYSTEM. 2. PROVIDE A COMPLETE DESIGN OF OIL WATER SEPARATOR CONTROL SYSTEM. 3. ALL ACCESS PANELS ARE RATED FOR H-20 LOADING, 1 ROUTE 2" V ALONG BUILDING EXTERIOR AND EXTEND 6" ABOVE ROOF LEVEL. PAINT PIPE TO MATCH WALL. ❑2 FLOW DIVERTER WITH ELECTRONIC ACTUATOR. (TYP 4) ❑3 PROVIDE CLEAN OUT IN THE SUMP. 2" PVC CHEMICAL PIPING ROUTED FROM INSIDE BUILDING. OWNER SHALL BE PROVIDING CHEMICAL TREATMENT SKID AND PUMP. OIL WATER SEPARATOR TANK SCHEDULE ' ' CALLOUT LOCATION TREATMENT VOLUME CAPACITY (GAL) FLUID TYPE DIMENSIONS (LxWxH) OPERATING PRESSURE RANGE (PSIG) BASIS OF DESIGN TYPE MARK MANUFACTURER MODEL TANK 1 OUTSIDE BUILDING 2050 OIL WASTE 13'-1 "X8'X8'-7" ATM OLD CASTLE 712-SA TANK 2 OUTSIDE BUILDING 2050 OIL WASTE I 13'-1 "X8'XW-7" ATM OLD CASTLE 712-SA SUMP PUMP SCHEDULE M CALLOUT LOCATION PUMP FLUID BASIS OF DESIGN ` TYPE MARK TYPE FLOW (GPM) HEAD (FT WATER) OUTLET (IN. DIA) -TYPE TEMP (DEG F) MANUFACTURER MODEL i P 10 OUTSIDE BUILDING AIR OPERATED DIAPHRAGM 30 15 1 OIL WASTE 50 PRICE AOD1 ❑8 MANHOLE, REFER TO CIVIL DRAWING, SHEE C1.12 (TYP) a EXTEND VENT TO ABOVE ROOF LEVEL PER CODE. CONTROL PANEL SHALL BE 1-91 PROVIDE TOPPING SLAB TO SLOPE BOTTOM OF TANK E PROVIDE SUPPORTS FOR ALL PIPING AND PUMP MOUNTED ° TO D E M \INDOOR, SEE / AND /'� 3 4" DRAIN VALVE WITH ELECTRONIC ACTUATOR (TYP 2) 2 M1.08 2 M7.01 10 PROVIDE FLOAT LEVEL TREE AND HIGH LEVEL FLOAT SWITCH FOR EACH TANK 4 EXTEND TEE TO 6" BELOW VAULT CEILING. TEE SHALL PEMB EXTERIOR WALL 11 BE DIRECTLY BELOW ACCESS MANHOLE. ADJUST 100% FLOAT LEVEL TO 3.3 FT AND 80% FLOA 5 LEVEL TO 2.6 FT FOR DAY 1 PART LOAD CONDITION ❑5 4"W CONNECT TO SITE. COORDINATE INVERT WITH {BASED N Q :40 B SES} CIVIL 2" PVC CHEMICAL PIPE CAST IRON ME D ER "DI ETE ACCESS RATED FOR H-20 LOADING (QTY:2) 5 [6] TANK OUTLET SHALL BE POSITIONED TO DRAIN TANK BY 2" V 1❑ IE = 0 (REFER TO CIVIL 1" VALVE AND GRAVITY MINIMUM 48" DRAWINGS) ELECTRIC SS TIE WIRE PRESSURE ACTUATOR (TYP 2) SPIKE WITH 6 7 GAUGE SS PUMP SHALL NOT BE LOCATED MORE THAN 5 FT ABOVE DIAMETER ACCESS --\ TRANSDUCER? 5CABLE —�-�� ,- HIGH LEVEL FLOAT SWITCH 3/4" CA FROM BLDG OUTLET FIR 067 - OWS Assemblie0� Elev. Clarifications 3 4" OW, 4 OW FROM I STEAM BAY, 2" PVC PUMP FROM CHEMICAL SKID ON PUMP PLATFORM PROVIDE LADDER TO ACCESS BOTTOM OF SUMP a VALVE PIT SUCTION STRAINER PUMP "' OFF 1.0, IE.14'-6" t T h rs CID 6 N `l 9 HIGH LEVEL FLOAT SWITCH ELEVATION VIEW %4_'� SCALE: NTS 2 M7.01 120% FULL 11 ( M I Eo Cl! 12"W x 8"D SUMP WITHOUT GRATING CONCRETE WEIGHT (10 LBS TYP) DESIGNED: APPROVED: RECEIVED METRO TRANSIT DIVISION DATE 07119119 SLIM DCRIPPENMW( ..N11.n , SOUTH BASE DRAWN: DEC 112019 EXPANSION DEVELOPMENT PROJECT E LIM King County VM BUILDING DRAWING NO: CHECKED BY 112�2NG PERMIT CENTER NGBY Department of OIL WATER SEPARATOR SYSTEM PLAN M7.01 CHECKED CONTRACT NO: Transportation REVIEWED FOR SHEET C01300018 CODE COMPLIANCE ArrKUVLU JAN 03 2020 City of Tukwila BUILDING DIVISION a J a s E 3 0 0 OVERALL MECHANICAL PLAN (1 1) SCALE: 3/64"=1'-0" M1.01 rct_vIEWED FOR CODE COMPLIANCE APPROVED JAtd 03 2020 RECEIVED CITY OF WKWILA City of Tukwila DEC 112019 BUILDING DIVISION PERMIT CENTER 10 0 10 20 30 40 50 60 SCALE: 3/64"=1'-0" 16015th Avenue, Suite 1600 DESIGNED: APPROVED: DATE: 1FC SET W• cq Seattle, WA9s101 METRO TRANSIT DIVISION 07/03/19 S DOUGLAS — DCRIPPEN �- kpff SOUTH BASE 206.622.5822 DRAWN. 1 IFC REVISION FSI _� y�e ' FSi consulting engineers www.kpff.com EXPANSION DEVELOPMENT PROJECT 0 VE REDUCTION 27 JUNE FSI z Seattle, Washington S DOUGLAS k-M— TETM TECH CHECKED BY PROJECT NO: King County DRAWING NO: Solutions & Service 0, 112s�2 4 M1.01 Q �RFCIST"9- WWW.tetratech.mm ALANGDON Department of OVERALL MECHANICAL PLAN FSSJONAL EXG\ 1420 Fifth Avenue, Suite 600 CHECKED BY CONTRACTNO: Transportation SHEET NO: OF No. REVISION BY APP'D DATE Seattle, Washington SIG .19 phone: 206-883-93°° Fax: 206-883-9301 C01300C18 /CK80 T x n x EN 1A.-II?1 l ELEVATOR MACHINE ROOM SEQUENCE OF OPERATION UH-1 T-STAT SHALL ENERGIZE THE UNIT ON A DROP IN TEMPERATURE BELOW THE HEATING SET POINT. WHEN THE T-STAT IS SATISFIED THE UNIT IS OFF. EF-1 /MD-1/MD-2 THE EXHAUST FAN AND MOTORIZED DAMPERS MD-1 & MD-2 SHALL BE INTERLOCKED. THE MOTORIZED DAMPERS SHALL OPEN WHEN THE FAN IS ENERGIZED AND CLOSE WHEN THE FAN IS OFF. THE EXHAUST FAN SHALL HAVE A 5 SECOND DELAY IN STARTING TO ALLOW THE DAMPERS TO OPEN. T-STAT SHALL ENERGIZE THE FAN ON A RISE IN TEMPERATURE ABOVE THE COOLING SET POINT. FC1/HP1 UNIT SHALL OPERATE TO PROVIDE COOLING AND HEATING IN THE SPACE. THE UNIT SHALL BE COMMANDED ON/OFF BY THE WALL THERMOSTAT. THE SET POINT IS ADJUSTABLE AT THE WALL THERMOSTAT, MODE CONTROL: THE INDOOR UNIT SHALL BE IN AUTO -HEAT MODE OR AUTO -COOL MODE BASED ON SPACE TEMPERATURE RELATIVE TO TEMPERATURE SET POINT. COOLING MODE: ON A RISE IN TEMPERATURE ABOVE THE COOLING SETPOINT THE UNIT SHALL PROVIDE COOLING TO MAINTAIN TEMPERATURE SET POINT. HEATING MODE: ON A DROP IN TEMPERATURE BELOW THE HEATING SETPOINT THE UNIT SHALL PROVIDE HEATING TO MAINTAIN TEMPERATURE SET POINT. CONSTRUCTION NOTES ROUTE 3/4" CONDENSATE DRAIN PIPING MINIMUM 1/8"/FT SLOPE AND PROVIDE SPLASH BLOCK. DO NOT ROUTE OVER ELECTRICAL EQUIPMENT — aINSTALL BOTTOM OF UNIT AT V-10" AFF. DO NOT INSTALL OVER ELECTRICAL EQUIPMENT INSTALL T-STAT AT 4'-0". AFF. SETPOINT SHALL BE 60°F FOR HEATING AND 70°F FOR COOLING. INSTALL T-STAT AT 4FT. AFF. SETPOINT SHALL BE 60°F FOR HEATING AND 85°F FOR COOLING. INSTALL UNIT BOTTOM AT 6'-T AFF. aPROVIDE FIRE DAMPER & MOTORIZED DAMPER. COORDINATE SIZE WITH ARCHITECTURAL DRAWINGS. INSTALL BOTTOM OF LOUVER AT 12" AFF. PROVIDE 120V ACTUATOR. 7❑ INSTALL BOTTOM OF FAN AT 6'-0" AFF. ROUTE RS AND RL PIPING FROM INDOOR UNIT TO OUTDOOR UNIT. SIZE PIPING PER MANUFACTURER'S RECOMMENDATIONS. ❑9 INSTALL T-STAT AT 4FT. AFF. 10 REMOVE EXISTING WALL EXHAUST FAN AT THIS LOCATION. INSTALL EXHAUST FAN IN SAME LOCATION TO MATCH UP WITH EXISTING WALL OPENING. PATCH WALL TO MATCH EXISTING AS REQUIRED. COOLING SET POINT SHALL BE 75°F. 11 REMOVE EXISTING ELECTRIC WALL HEATER. INSTALL SURFACE MOUNT ELECTRIC WALL HEATER IN SAME LOCATION. HEATING SET POINT SHALL BE 557. 0 LIO FOR ANCE ENLARGED MECHANICAL ENLARGED MECHANICAL D PLAN �1� PLAN �2� 20 RECEIVED SCALE: 1/4"=V-0" M4.01 SCALE: 1/4"=V-0" M4.01 CITY OFTUh��I�► la DEC 112019 SN pERMIT CENTER 3 0 3 6 9 SCALE: 1 /4"= V-0" 16015th Avenue, Suite 1600 "`°" "r"" "`°' METRO TRANSIT DIVISION " 1FC SET �� W. t 4 kpff Seattle, WA 98101 C. FORTIER D CRIPPEN A 07/03/19 O�r�� iyT0 206.622.5822 DRAWN: SOUTH BASE 1 IFC REVISION FSI z 5 O FSi consulting engineers www.kpff.com EXPANSION DEVELOPMENT PROJECT Q VE REDUCTION 27 JUNE FSI Z Seattle, Washington C. FORTIER Im y �y TETMTECH CHECKED BY PROJECT NO: King COunty DRAWING NO: �, 'PGIST"RF-O a�� Solutions & Service vnvvr.tetratech.com A. LANGDON 1129642 Department of ENLARGED MECHANICAL PLANS 4 M4.01 FS9%ONAL ENG\ 1420 Fifth Avenue, Suite 600 CHECKED BY CONTRACT NO: Transportation SHEETNO: OF No. REVISION BY APP'D DATE Seattle, Washington 98101 07'03.19 cm Phone: 206-883-9300 Fax: 206-883-9301 C01300018 07xen ,ENLARGED MECHANICAL PLAN (T� SCALE: 1/4"=V-0" M4.01 w z O T 7 ENLARGED MECHANICAL PLAN (J� SCALE: 1/4"=V-0" M4.01 SHEET NOTES WORK SHOWN HERE IS JOC CONTRACT SCOPE OF WORK. CONSTRUCTION NOTES r 1-1 INSTALL T-STAT AT 4FT. AFF. REMOVE EXISTING WALL EXHAUST FAN AT THIS LOCATION. INSTALL EXHAUST FAN IN SAME LOCATION TO MATCH UP WITH EXISTING WALL OPENING. PATCH WALL TO MATCH EXISTING AS REQUIRED. COOLING SET POINT SHALL BE 75°F. REMOVE EXISTING ELECTRIC WALL HEATER. INSTALL SURFACE MOUNT ELECTRIC WALL HEATER IN SAME LOCATION. HEATING SET POINT SHALL BE 55°F. RFI 126 - Mech. Work Not In Contract CODE t) FOR COMPLIANCE APPROVED JAN 03 2020 COf Tukwila �itY `r N PIECEIVED CITY 01: TUKi ILA DEC 112019 PERW CENTER 9 U Y SPLIT SYSTEM HEAT PUMP SCHEDULE CALLOUT COOLING HEATING BASIS OF DESIGN ELECTRICAL TYPE MARK LOCATION REFRIGERANT NOMINAL CAPACITY (TONS) [11 TOTAL CAPACITY (MBH) SEER [21 EER [21 HEATING CAPACITY (MBH) HSPF [3] COP [31 MANUFACTURER MODEL VOLTAGE M PHASE MCA (A) MOCP (A) NOTES HP 1 GARAGE R410A 1.5 18.0 18.5 9.9 19.0 10.2 4.28 MITSUBISHI PUZ-A18NKA7-BS 208 1 11 28 SCHEDULE NOTES: [1] NOMINAL TONNAGE INCLUDED FOR REFERENCE ONLY. [2] RATED EFFICIENCY PER AHRI 210/240, SYSTEM IS COMPLIANT WITH TABLE C403.2.3(1) OF THE WASHINGTON ENERGY CODE, COMMERCIAL PROVISIONS; SEER=SEASONAL ENERGY EFFICIENCY RATIO; IEER=INTEGRATED ENERGY EFFICIENCY RATIO; EER=ENERGY EFFICIENCY RATIO [3] RATED EFFICIENCY PER AHRI 210/240. SYSTEM IS COMPLIANT WITH TABLE C403.2.3(1) OF THE WASHINGTON ENERGY CODE, COMMERCIAL PROVISIONS; COP=COEFFICIENT OF PERFORMANCE; HSPF=HEATING SEASONAL PERFORMANCE FACTOR SPLIT SYSTEM FAN COIL UNIT SCHEDULE CALLOUT COOLING [11 HEATING [1] BASIS OF DESIGN SENSIBLE CAPACITY TOTAL COOLING COOLING TYPE MARK LOCATION SERVICE STYLE (TONS) [21 (MBH) (MBH) CAPACITY (MBH) FILTRATION REFRIGERANT MANUFACTURER MODEL NOTES DUCTLESS WALL FC 1 MDF MDF MOUNTED 1.5 18.0 12.24 1 22.0 MERV 8 R410A MITSUBISHI PKA-A18HA7 [3] SCHEDULE NOTES: [1] PERFORMANCE AT AHRI RATED CONDITIONS [1] NOMINAL TONNAGE INCLUDED FOR REFERENCE ONLY. [2) INDOOR UNIT POWERED FROM OUTDOOR UNIT ELECTRIC UNIT HEATER SCHEDULE CALLOUT LOCATION SERVICE FAN HEATING CAPACITY ELECTRICAL BASIS OF DESIGN NOTES TYPE MARK AIRFLOW (CFM) CAPACITY (KW) STAGES V 0 MANUFACTURER MODEL UH 1 ELECTRICAL ELECTRICAL 380 3 1 240 1 MODINE HER [I] SCHEDULE NOTES: [1] WALL MOUNTING BRACKET EXHAUST FAN SCHEDULE CALLOUT FAN MAXE SOUND BASIS OF DESIGN _ MOTOR ELECTRICAL DRIVE E.S.P TYPE MARK LOCATION SERVICE FAN TYPE CFM TYPE (IN WC) [11 RPM RPM HP ENCLOSURE TYPE I2] V PHASE (DBA) MANUFACTURER MODEL NOTES EF 1 ELECTRICAL ELECTRICAL WALL MOUNTED, 1950 DIRECT 0.25 1368 1725 1/2 ODP EC 115 1 61 COOK XPD-EC [3][4] PROPELLER SCHEDULE NOTES: [11 STATIC PRESSURE EXTERNAL TO FAN. 121 EC = ELECTRICALLY COMMUTATED [31 PROVIDE WEATHER HOOD [4] PROVIDE SCREEN COVER OVER FAN INLET. MOTORIZED DAMPER SCHEDULE ACTUATOR CALLOUT MAXIMUM BASIS OF DESIGN LEAKAGE WIDTH BLADE FRAME RATING NEMA ELECTRICAL V (AC) 0 TYPE MARK LOCATION TYPE SERVICE (IN) HEIGHT (IN) ACTION TYPE (CFM / FT2) MODE MOUNTING LOCATION FAIL POSITION ENCLOSURE MANUFACTURER MODEL NOTES MD 1 ELECTRICAL THERMALLY ELECTRICAL 24 36 OPPOSED CHANNEL 4 TWO EXTERNAL RIGHT OPEN 4 115 1 RUSKIN TED50 [1] INSULATED POSITION MD 2 ELECTRICAL THERMALLY ELECTRICAL 18 18 OPPOSED I CHANNEL I 4 TWO EXTERNAL RIGHT OPEN t 4 115 1 RUSKIN TED50 [1] INSULATED POSITION SCHEDULE NOTES: [11 LEAKAGE RATING AT 1 IN. WG OR LESS REVIEWED FOR CODE COMPLIANCE APPROVED JAN 03 2020 I City of Tukwila BUILDING �SION "ZLL RECEIVE() CITY OF TUKWILA DEC 112019 PERMIT CENTER ELECTRIC WALL HEATER SCHEDULE CALLOUT LOCATION SERVICE FAN HEATING CAPACITY ELECTRICAL BASIS OF DESIGN NOTES TYPE MARK CFM CAPACITY(W) STAGES V 0 MANUFACTURER MODEL WH 1 FIRE RISER FIRE RISER 160 1500 1 240 1 REZNOR EHC [1][2]p][4] WH 2 ELEVATOR MACHINE ROOM ELEVATOR MACHINE ROOM 160 1500 1 240 1 REZNOR EHC [1][2][3][41 SCHEDULE NOTES: [1] SURFACE MOUNT BOX [21 INTEGRAL THERMOSTAT CONTROL [3] PROVIDE ELECTRICAL DISCONNECT [41 ALMOND CABINET COLOR EXHAUST FAN SCHEDULE CALLOUT FAN MAX SOUND BASIS OF DESIGN MOTOR ELECTRICAL DRIVE E.S.P TIP SPEED LEVEL TYPE MARK LOCATION FAN TYPE SERVICE CFM TYPE (IN WC) [1] i (FT/MIN) RPM RPM HP ENCLOSURE TYPE [2] V 0 (DBA) MANUFACTURER MODEL NOTES EF 2 ELEVATOR PROPELLER ELEVATOR MACHINE 170 DIRECT 0.25 3283 1568 1725 1110 TENV EC 115 1 50 GREENHECK SEI-8440-VG [3] MACHINE ROOM ROOM SCHEDULE NOTES: [1] STATIC PRESSURE EXTERNAL TO FAN. [21 EC = ELECTRICALLY COMMUTATED [31 PROVIDE LINE VOLTAGE COOLING T-STAT S, e f NI 4f- D 1— REVIEWED FOR CODE COMPLIANCE APPROVED JAN 03 2020 Cify of Tukwila BUILDING RECEIVED CITY OF Ti K%VILA DEC 112019 PERMIT CENTER o7103119 206.622.5822 16015th Avenue, Suite 1600 DESIGNED: APPROVED: METRO TRANSIT DIVISION DATE: 1FC SET si W. L4 Seattle, WA 98101 iji C.FORTIER DCRIPPEN SOUTH BASE Off-� 1 IFC REVISION FSI Z ;� o FSi consulting engineers kpff www.kpff.com DAWN' VE REDUCTION 27 JUNE FSI z Seattle, Washington C. FORTIER / EXPANSION DEVELOPMENT PROJECT CHECKED BY PROJECTNO. Kt�Vygf � DRAWING NO: `°TE Solutions &Service 112s6az 4 M6 02 Por �fOtSTER�� ` IN ww.tetratech.com A.LANGDON Department of MECHANICAL SCHEDULES �S'S70NAL ENG` 1420 Fifth Avenue, Suite 600 CHECKED BY CONTRACT NO: Transportation SHEETNO: OF No. REVISION BY APP'D DATE Seattle, Washington 98101 07.03.19 Phone:206.883-9300 Fax:206-883-9301 C0130OC18 SIGNED SPLIT SYSTEM UNIT SCHEDULE CALLOUT LOCATION AREA SERVED UNIT CONFIGURATION ECON RATED UNIT EFFICIENCY [1] INDOOR FAN COOLING [4] REFER TYPE OPERATING WEIGHT (LBS) ELECTRICAL[7][8] BASIS OF DESIGN NOTES TYPE MARK CFM ESP (IN WC) [21 [3] MOTOR NOMINAL CAPACITY (TONS) [5] TOTAL COOLING (BTUH) SENSIBLE COOLING (BTUH) MANUFACTURER MODEL SEER EER/IEER W V HZ 0 MOCP MCA AC 1 COMM OPS TRAILER COMM HORIZONTAL N 17 10.6 775 0.5 56 2 24,000 R410A 50 208 60 1 15 1 MITSUBISHI PKA-A24KA4 [1] THRU [8] CU 1 OUTSIDE I OPS TRAILER COMM N 17 10.6 - - - 2 24,000 R410A 170 208 60 1 30 18 MITSUBISHI PUY-A24NHA4 [1] THRU [8] SCHEDULE NOTES: [1] TEST PROCEDURE: AHRI 210/240 OR AHRI 3401360 [21 EQUIPMENT SHALL COMPLY WITH 2O15 WSEC SECTION C403.3 EXCEPTION 10 [3] NOT USED [4] AT 95 DEG F OUTDOOR AIR DRYBULB TEMPERATURE [51 NOMINAL TONNAGE INCLUDED FOR REFERENCE ONLY - DO NOT USE FOR FINAL SIZING OF EQUIPMENT [6] MAXIMUM ALLOWABLE MOTOR BRAKEHORSE POWER AT MAX FLOW AND ESP PER FAN MOTOR [7) SINGLE POINT CONNECTION AND UNIT PROVIDED WITH INTEGRAL DISCONNECT- [8] POWER CONNECTION TO BE MADE TO CONDENSING UNIT WITH CONDUIT AND POWER CONNECTED TO INDOOR UNIT FROM OUTDOOR UNIT" t f� REVIEWED FOR CODE COMPLIANCE APPROVED JAN 03 2020 CRY of Tukwila BUILDING DIVISION RECEIVED CITY OF TUK%VILA DEC 11 2019 PERMIT CENTER m 0 �I II II I1 II II II II II II II � �I II II II II II III II II II II � II III II 11 II II � � II II II II II I it III I III II II JI II II �Ir -1® 1 I it II C�3LIi n Ilr----- II II-- —�� _-- -- 4"WUP— Tr II I 4W 5 0 I[ III II I II II III II I — II Iu I I(I II I I -------- — , II i �I II I I I ® ® — — — — — — — — D� , II I III IL— 1L �—L ---------- I I ® I I -------�----- ----) rr----- — — — -- — I II II II II II I I II II II I II it II II IL — �I ® II II �I I I II II II II ,r =_--� I-- I II II ®II® C� i II I I ® II II IIII I rlI—rl-1'� I _fl------i� IIII F=---------- �n II f[ll I IIIII II ,� J I I p oil II II I us�Jz II II all II II II II _J If it ®,I I' __�_-- __ _� 'I ® it I I II , I I I1 11 1 11 1 ,I I I 11 v(F= �L1 1M.05 c �L =___ �rL�I I J,I I __--------- r7lI------- �—=J II Ij �I® II II g ®III u� �I II® I I ® I I I I ® III n 4"W UP I I II II II II � ii ii ii ii it II II ® rail II ® �---IG� II , I f I 1I ® F 5 II 1 u II II ® LJII II ® II II I� II n II II Ii II II N II =1L---------- --- ��---------------------- ---II --- II------- — �I----IJ I I \\ 1 M1.05 I I I I I rl------------� I r--==a F----- IFC SET Qj IFC REVISION FSI A I VE REDUCTION 27 JUNE I FSI No. I REVISION I BY I APP'D I DATE OVERALL UNDERFLOOR PLUMBING PLAN f 1� SCALE: 1/8" = V-0" 1 M1.02 07.03.19 Srcxsn GENERAL NOTES 1. ALL WORK IS SHOWN DIAGRAMMATICALLY, CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO INSTALLATION. 2. VENT PIPING IN TRAILER AND VENT CONNECTION TO THE TRAILER SHALL BE PROVIDED BY TRAILER MANUFACTURER. BELOW FLOOR VENT PIPING FROM TRAP TO TRAILER VENT CONNECTION SHALL BE FURNISHED AND INSTALLED BY CONTRACTOR. 3. CONTRACTOR SHALL PROVIDE WASTE AND VENT PIPING IN VOID BETWEEN GROUND AND TRAILER DECKING AND PROVIDE FINAL CONNECTION TO SITE SANITARY CONNECTION. REFER TO CIVIL FOR SITE SANITARY CONNECTION. 4. COORDINATE ALL WORK WITH OTHER DISCIPLINES. 5. REFER TO 0 AND 0 FOR PLUMBING RISER. 1M1.05 1M1.05 6. PROVIDE HEAT TRACE AND PIPING INSULATION FOR BELOW FLOOR TRAP. CONSTRUCTION NOTES 0' 4' 8' SCALE: 1/8" = V-0" METRO TRANSIT DIVISION SOUTH BASE EXPANSION DEVELOPMENT PROJECT RECEIVED CITY OF TUIWILA DEC 112019 PERMIT CENTER _.,,` . DATE: 07/03/19 OPERATIONS BUILDING DRAWINONO: OVERALL UNDERFLOOR PLUMBING PLAN 1 M1.02 SHEETNO: OF T T T LAV-1 (TYP.3) I I 1 (2 FU) UR-1 UR-1 UR-1 I I I UR-1 S_1 LAVA DF-1 (2 FU) (2 FU) (2 FU) ( I I (2 FU) (FU) (1 FU) WC-1 (FU) WC-2 WC-1 WC-1 WC-1 (4 FU) (4 FU) (4 FU) (4 FU) I I ( (4 FU) FCO FCO FD-1 FD-1 FD-1 FD-1 FD-1 ACE El 5 (TYP) (TYP) 2 (TYP) L-1 (1 FU) 4" 3 0 0 N 0 y Y � m X �(D =ax� T T T CIVIL FOR ELEVATION WC-1 (4 FU) r I (TYP) I ❑4 (TYP) I T WASTE RISER DIAGRAM (1 SCALE: NONE 1 M1.05 L-1 L-1 (1 FU) (1 FU) GENERAL NOTES CONSTRUCTION NOTES 1 CONNECT WASTE PIPING FROM FIXTURE WASTE 1. PIPING IS DIAGRAMATIC. PROVIDE STUBOUT TO SITE PIPING. FITTINGS AND OFFSET REQUIRED FOR A CODE COMPLIANT INSTALLATION. 2❑ PROVIDE HEAT TRACE AND INSULATION FOR BELOW FLOOR TRAP. 2. PROVIDE HEAT TRACE AND PIPING INSULATION FOR BELOW FLOOR TRAP. 3� POINT OF CONNECTION SITE WASTE PIPING LOCATED ABOVE GROUND, REFER TO CIVIL, 4❑ PROVIDE VENT PIPING FOR UNDERFLOOR TRAP AND CONNECT TO TRAILER VENT CONNECTION. VENT PIPING AND VENT CONNECTION INSIDE TRAILER IS PROVIDED BY TRAILER LAVA (TYP.3) T T T MANUFACTURER. (2 FU) I I I 1 I El ROUTE CLEAN OUT PIPING ALL THE WAY TO ABOVE GROUND. COORDINATE WITH ( I I 1 I I ARCHITECT FINAL LOCATION AND COVER PLATE. WC-1 WC-1 FD-1 FD-1 SS-1 UR-1 UR-1 UR-1 WC-1 (2 FU) WC-1 (2 FU) WC-1 (2 FU) (4 FU) (4 FU) (4 FU) T I (1 FU) FC0 FIRST FLOOR �— CONTINUE TO SITE. REFER TO CIVIL FOR ELEVATION. 4" WASTE RISER DIAGRAM %2� SCALE: NONE 1 M1,05 RECEIVED CITY OF TUK ILA DEC 11 2019 eERMIT CENTER a�cma CHIEF CHIEF CHIEF 106 107 108 ADMIN r 1DO sf 100 sf 100 sf 109 CORR L125 sf 114 SUPERVISOR 110 175 sf E --------------- CORR PLANNER FCONF 130 sf L TOILET— 113 — ----------------- ------ 85sf _ Fp / I LIV L REPORT AREA DISPATCH (:jKj 101 700 sf 400 sf D SAFETY 103 140 sf.----- CONSTRUCTION NOTES 1. ROUTE DOMESTIC WATER SERVICE BELOW GRADE TO TRAILER CONNECTION PER TRAILER MANUFACTURER. SIZE PER TRAILER MAIN. 2. LOCATE REDUCED PRESSURE BACKFLOW ASSEMBLY IN ACCESSIBLE LOCATION. SIZE PER MAIN. 3. INSULATE AND HEAT TRACE DOMESTIC PIPING MAIN IN VOID BETWEEN GROUND AND TRAILER DECKING. 4. COORDINATE WITH TRAILER MANUFACTURER TO ROUTE SANITARY WASTE MAIN FROM TRAILER. SIZE PER TRAILER MANUFACTURER. COORDINATE TIE IN LOCATION WITH CIVIL. 5. PROVIDE REFRIGERANT PIPING FOR AC-1/CU-1. SIZE PER MANUFACTURER AND INSULATE PER 2015 WSEC. 6. PROVIDE FLOOR DRAIN IN COMM FOR AC CONDENSATE. 7. ROUTE CONDENSATE FROM AC-1 TO FLOOR DRAIN IN COMM ROOM. FIRE STORE I 143 132 I ELEC JA 133 13 QUIET o I o 135 I TRAINING! 117 I I I 100 sf 50 sf 60 ff 100 sf ( 500 sf I I lE ERCISE I I I I I '118 CORR I 142 I 1 I I ® I ® I 500 sf I I I I ® G I I AC I GN SH 1 6 I I I TV R EA �! 8 sf O VEN ING 11 o WOMEN MEN 139 I 140 I I I I I I COMM I I G -R I I I I 150 sf 1U 10 1 17 71sf CO R 8 I ! I 1 I CORR I LOUNGEI I I I I 125 I I 1P8 I I I L(PCKER ROOM 1 ! 1,280 sf I ! I 127 I FN t0 ! I ( 1 950 sf 157 Lockers I 1 1 I I I I MEN I I I I I I 12o I I I I I I I 260 sf I I I 1 I I I I I I I ( I I TR OFFIC 119 C RR 126 I ! 1 ( I 130 SF I I I I I I I I COT ACTIVITY I ( I I I I I I 122 129 ( I I I I ( WOMEN I ( 1 1 1 STORE 121 124 L--I 260 L—J L— i L—J L—J I ---I L—.J JAN 123 45 sf RECEIVED CITY OF TU1 WILA OVERALL MECHANICAL DEC 112019 PLAN PERMIT CENTER SCALE: 1 /8" = 1 '-0" M 1.15 16015th Avenue, Suite 1600 DESIGNED: APPROVED: METRO TRANSIT DIVISION DATE: IFC SET W �q Seattle, WA98101 07/03/19 w ifi MSULUVAN DCRIPPEN 205.622.SS22 SOUTH BASE 1 IFC REVISION FSI yP ycr o FSi consulting engineers 1q)ff www.kpff.com DRAWN Q VE REDUCTION 27 JUNE FSI z Seattle, Washington MSULLIVAN EXPANSION DEVELOPMENT PROJECT im TETMTECH CHECKED BY PROJECT NO Kh iv OPERATIONS BUILDING DRAWING NO: Solutions & Service 1129642 1 M1.15 �oF RfCie TERE� �`��` v✓tiwv tetratech.com ALANGDON Department of OVERALL MECHANICAL PLAN fSStONAL ENG\ 1420 Fifth Avenue, Suite 600 CHECKEDBY CONTRACT NO: Transportation SHEETNO: OF No. REVISION BY APP'D DATE Seattle, Washington'98101 07.03.19 Phone:206-883.9300 Fax:206-883-9301 C013DOC18 SIGNED