The URL can be used to link to this page

Home My WebLink AboutPermit M09-103 - BOW LAKE - TRANSFER / TSO BUILDINGBOW LAKE TRANSFER/TS 0 BUILDING 18800 ORILLIA RD S M09 -103 Parcel No.: 3523049037 Address: Suite No: Tenant: Name: Address: 18800 ORILLIA RD S TUKW City* Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Inspection Request Line: 206 - 431 - 2451 Web site: http: / /www.ci.tukwila.wa.us BOW LAKE - TRANSFER/TSO BUILDING 18800 ORILLIA RD S , TUKWILA WA Owner: Name: KING COUNTY Address: 500 K C ADMIN BLDG , SEATTLE WA Contact Person: Name: TOM CREEGAN Address: 201 S JACKSON ST, STE 701 , SEATTLE WA Contractor: Name: LYDIG CONSTRUCTION INC Address: PO BOX 11035 , SPOKANE Contractor License No: LYDIGC *264JC DESCRIPTION OF WORK: MECHANICAL FOR NEW 100,596 SF, 3 -STORY BUILDING Value of Mechanical: 680,724.00 Type of Fire Protection: SPRINKLERS /AFA Furnace: <100K BTU 0 >100K BTU 0 Floor Furnace 0 Suspended/Wall/Floor Mounted Heater 9 Appliance Vent 0 Repair or Addition to Heat /Refrig /Cooling System.... 0 Air Handling Unit <10,000 CFM 1 >10,000 CFM 0 Evaporator Cooler 1 Ventilation Fan connected to single duct 2 Ventilation System 10 Hood and Duct 1 Incinerator: Domestic 0 Commercial /Industrial 0 doc: IMC -10/06 MECHANICAL PERMIT EOUIPMENT TYPE AND QUANTITY * *continued on next page ** M09 -103 Permit Number: M09 -103 Issue Date: 09/17/2010 Permit Expires On: 03/16/2011 Phone: Phone: 206 263 -6476 Phone: 509 534 -0451 Expiration Date: 09/11/2011 Fees Collected: $6,332.38 International Mechanical Code Edition: 2006 Boiler Compressor: 0 -3 HP /100,000 BTU 1 3 -15 HP /500,000 BTU 0 15 -30 HP /1,000,000 BTU.. 0 30 -50 HP /1,750,000 BTU.. 0 50+ HP /1,750,000 BTU 0 Fire Damper 13 Diffuser 72 Thermostat 13 Wood/Gas Stove 0 Water Heater 0 Emergency Generator 0 Other Mechanical Equipment Printed: 09 -17 -2010 Permit Center Authorized Signature: I hereby 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 arty other state or local laws regulating construction or the performance of . ork. am authorized to sign and obtain this mechanical permit. Signature: Print Name: doc: IMC -10/06 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http://www.citukwilawa.us h oyi (k-or Permit Number: M09 -103 Issue Date: 09/17/2010 Permit Expires On: 03/16/2011 Date: q I ` ( Date: q/1/1 1 This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. M09 -103 Printed: 09 -17 -2010 1: ** *BUILDING DEPARTMENT CONDITIONS * ** • o City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us Parcel No.: 3523049037 Address: 18800 ORILLIA RD S TUKW Suite No: Tenant: BOW LAKE - TRANSFER/TSO BUILDING PERMIT CONDITIONS Permit Number: M09 -103 Status: ISSUED Applied Date: 08/13/2009 Issue Date: 09/17/2010 2: No changes shall be made to the approved plans unless approved by the design professional m responsible charge and the Building Official. 3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 4: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 5: Installation of high- strength bolts shall be periodically inspected in accordance with AISC specifications. 6: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. 7: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official m a timely manner. 8: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 9: Readily accessible access to roof mounted equipment is required. 10: Insulating materials, where exposed as installed m buildings of any type of construction, shall have a flame spread index of not more than 25 and a smoke development index of not more than 450. Where facings are installed in concealed spaces in buildings of Type III, IV, or V construction, the flame spread and smoke - developed limitations do not apply to facings, that are installed behind and in substantial contact with the unexposed surface of the ceiling, wall or floor finish. 11: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 12: Manufacturers installation instructions shall be available on the job site at the time of inspection. 13: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 14: Except for direct -vent appliances that obtain all combustion air directly from the outdoors; fuel -fired appliances shall not be located in, or obtain combustion air from, any of the following rooms or spaces: Sleeping rooms, bathrooms, toilet rooms, storage closets, surgical rooms. 15: Equipment and appliances having an ignition source and located in hazardous locations and public garages, PRIVATE doc: Cond -10/06 M09 -103 Printed: 09 -17 -2010 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 or appliance rests. 16: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum distance of 4- inches shall be maintained above the controls with the strapping. 17: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 18: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 19: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 20: ** *FIRE DEPARTMENT CONDITIONS * ** doc: Cond -10/06 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 21: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 22: H.V.A.C. units rated at greater than 2,000 cfm require auto - shutdown devices. These devices shall be separately zoned in the alarm panel and local U.L. central station supervision is required. (City Ordinance #2051) 23: H.V.A.C. systems supplying air in excess of 2,000 cubic feet per minute to enclosed spaces within buildings shall be equipped with an automatic shutoff. Automatic shutoff shall be accomplished by interrupting the power source of 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. (IMC 606.1, 606.2.1) 24: Duct detectors shall send a supervisory signal only upon activation. (City Ordinance #2051) 25: Duct smoke detectors shall be capable of being reset from a single point near the alarm panel. (City Ordinance #2051) 26: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC 104.2) 27: Remote indicator lights are required on all above ceiling smoke detectors. (City Ordinance #2051) 28: Local U.L. central station supervision is required. (City Ordinance #2051) 29: The installation of wiring and equipment shall be in accordance with N.F.P.A. 70, Article 760, Fire Protective Signaling Systems. (NFPA 72- 1.3.3) 30: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) M09 -103 Printed: 09 -17 -2010 • o City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa. us 31: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 32: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 33: The total number of fire extinguishers required for an extra hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (4A 40 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 34: Where required by the International Mechanical Code, automatic sprinklers shall be provided in ducts conveying hazardous exhaust, flammable or combustible materials. Exception: Ducts where the largest cross - sectional diameter of the duct is less than 10 inches(254mm). (IFC 903.2.12.1) 35: An approved automatic fire sprinkler extinguishing system is required for this project. (City Ordinance #2050) 36: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and /or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 37: All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to the Tukwila Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212 -80) 38: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3) 39: U.L. central station supervision is required. (City Ordinance #2050) 40: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 41: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 42: To schedule all construction fire - related inspections send an e-mail to fireinsprequest @ci.tukwila.wa.us. Include your name, telephone number, permit number, project name and address and type of inspection requested. 43: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 44: These plans were reviewed by Inspector 512. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: Cond -10/06 * *continued on next page ** M09 -103 Printed: 09 -17 -2010 • City of Tukwila I hereby certify that I have read these conditions and will comply with them as outlined. 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 provision of any other work or local laws regulating construction or the performance of work. Signature: Print Name: doc: Cond -10/06 Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us / /l41 d 1`7 fg Date: Arian • �a M09 -103 Printed: 09 -17 -2010 Tenant Name: Name: Tom Creegan Company Name: TBD CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 htto://www.ci.tukwila.wa.us SITE LOCATION 11 King Co Assessor's Tax No.: Site Address: 18800 Orillia Road South, Tukwila, WA Suite Number: Bow Lake Recycling and Transfer Station Property Owners Name: King County Department of Natural Resources and Parks - Solid Waste Division Mailing Address: 201 South Jackson St, Suite 701 contact when your permit is ready to be issued CONTACT PERSON - Who do we Mailing Address: 201 South Jackson St. Suite 701 E -Mail Address: tom.creegan @kingcounty.gov INFORMATION MECHANICAL CONTRACTOR Mailing Address: City Day Telephone: Fax Number: Expiration Date: Contact Person: E -Mail Address: Contractor Registration Number: ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Company Name: KPG, Inc. Mailing Address: 739 9th Ave North Contact Person: Charlie Conway E -Mail Address: charlie@kpg.com ENGINEER OF RECORD - All plans must be wet stamped by Enginee of Record Company Name: R. W. Beck, Inc. Mailing Address: 1001 4th Avenue, Suite 2500 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 ** H: Applications\Fwms- Applications On Line\2009 Applications) -2009 - Mechanical Permit Application.doc Revised: 1 -2009 bh MECHANICAL PERMIT APPLICATION Permit No. Mechanica Project No. use only) c 0 , o t1 Seattle City Day Telephone: (206) 263 -6476 Seattle WA 98104 City Zip Fax Number: (206) 263 -3001 Seattle WA 98109 City State Zip Day Telephone: (206) 286 -1640 Fax Number: (206) 286 -1639 Seattle City Contact Person: Karl Hufnagel Day Telephone: E -Mail Address: khufnagel @rwbeck.com Fax Number: 3523049037/3523049124 Floor: New Tenant: ❑ Yes 0 .. No WA State State State WA 98154 State (206) 695 -4905 (206) 695 -4701 98104 Zip Zip Zip Page 1 of 2 Unit Type:; Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Furnace <100K BTU 0 Air Handling Unit >10,000 CFM 0 Fire Damper 13 0 -3 HP /100,000 BTU Furnace >100K BTU 0 Evaporator Cooler 1 Diffuser 72 3 -15 HP /500,000 BTU Floor Furnace 0 Ventilation Fan Connected to Single Duct 2 Thermostat 13 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater 9 Ventilation S 10 Wood /Gas Stove 0 30 -50 HP /1,750,000 BTU Appliance Vent 0 Hood and Duct 1 Emergency Generator 0 50+ HP /1,750,000 BTU Repair or addition to Heat/Refrig /Cooling System 0 Incinerator Domestic 0 Other Mechanical Equipment 30 Air Handling Unit <10,000 CFM � Incinerator — Comm/Ind 0 Date Application Accepted: 04 ,b ti 1 (2 . Date Application Expires: 0 24 C. 1 t Staff Initials: I Mailing Address: Use: Residential: New Commercial: New Replacement Replacement Indicate type of mechanical work being installed and the quantity below: H:\Applications\Forms- Applications On Line\2009 Applications \I -2009 - Mechanical Permit Application.doc Revised: 1-2009 bh City Valuation of Project (contractor's bid price): $ 680,724 Scope of Work (please provide detailed information): Transfer/TSO Building mechanical Fuel Type: Electric Gas ❑ Other: 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 AUTHORIrp AGENT: Signature: �-;� Print Name: VIk'N Cif -e-Q- U. I t_ } - ►/ s . Date: . -No 5 Day Telephone: 2-4) G Ty-6 7 6 - A - k. OIL ►.i i ( 0 State age 2 of 2 RECEIPT NO: R10 -01829 Payment Date: 09/14/2010 User ID: 1165 Total Payment: 1,140.00 Initials: JEM Payee: KING COUNTY SET ID: 0129 SET NAME: BOWLAKE SET TRANSACTIONS: Set Member D09 -161 D09 -162 D09 -164 D09 -165 D09 -166 D09 -167 EL09 -0497 EL09 -0498 EL09 -0499 EL09 -0500 M09 -103 M09 -104 M09 -105 PG09 -095 PG09 -096 PG09 -097 TOTAL: ACCOUNT ITEM LIST: Description Cif* of Tukwila, Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206-431-3665 Web site: http: //www.ci.tukwila.wa.us Amount 120.00 60.00 120.00 60.00 30.00 30.00 60.00 60.00 60.00 60.00 60.00 60.00 60.00 120.00 120.00 60.00 120.00 TRANSACTION LIST: Type Method Description ELECTRICAL PERMIT - NONR MECHANICAL - NONRES PLAN CHECK - NONRES SET RECEIPT 000.322.101.00.0 000.322.102.00.0 000.345.830 d Amount Payment Check 620755 1,140.00 TOTAL: 1,140.00 Account Code Current Pmts 240.00 180.00 420.00 TIT rnanrTTr TTnTTT]'IC nnn ,nn 1n.3 nn n ., nn PAY z, E T ECEIVED Copy Reprinted on 06 -18 -2010 at 10:30:57 06/18/2010 RECEIPT NO: R10 -01094 Payment Date: 06/18/2010 User ID: 1165 Total Payment: 171,895.27 Initials: WER Payee: KING COUNTY SET ID: 0129 SET NAME: BOWLAKE SET TRANSACTIONS: Set Member Amount D09 -161 131,864.05 D09 -162 7,348.86 D09 -164 1,623.54 D09 -165 1,014.30 D09 -166 2,586.80 D09 -167 8,177.95 EL09 -0497 9,794.88 EL09 -0498 738.40 EL09 -0499 279.20 EL09 -0500 1,904.00 M09 -103 5,017.90 M09 -104 175.39 M09 -105 164.00 PG09 -095 953.00 PG09 -096 146.00 PG09 -097 107.00 Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206-431-3665 Web site: http: //www. ci. tukwila. wa. us TOTAL: 7,348.86 ACCOUNT ITEM LIST: Description BUILDING - NONRES ELECTRICAL PERMIT - NONR FIRE IMPACT FEES CO! of Tukwila. SET RECEIPT 000.322.100 000.322.101.00.0 90830402.5000.53 Q TRANSACTION LIST: Type Method Description Amount Payment Check 564651 171,895.27 TOTAL: 171, 895.27 Account Code Current Pmts PAYMENT RECEIVED 51,262.46 12,716.48 12,872.72 PLUMBING - NONRES PW LAND ALT PLAN REVIEW PW PERMIT /INSPECTION FEE STATE BUILDING SURCHARGE TREE MITIGATION Cit.of Tukwila. Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http //www. ci. tukwila. wa. us O 000.322.103.00.0 1,206.00 000.345.830 336.00 000.342.400 48,641.00 640.237.114 27.00 000.345.811.00.0 12,920.00 TOTAL: 171, 895.27 Receipt No.: R09 -01270 Payee: KING COUNTY ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us Payment Check 362754 1,254.48 Authorization No. TRANSACTION LIST: Type Method Descriptio Amount RECEIPT Parcel No.: 3523049037 Permit Number: M09 -103 Address: 18800 ORILLIA RD S TUKW Status: PENDING Suite No: Applied Date: 08/13/2009 Applicant: BOW LAKE - TRANSFER/TSO BUILDING Issue Date: Initials: JEM Payment Date: 08/13/2009 03:12 PM User ID: 1165 Balance: $5,017.90 Account Code Current Pmts 000/345.830 1,254.48 Total: $1,254.48 Payment Amount: $1,254.48 PAYMENT RECEIVED doc: Receiot -06 Printed: 08 -13 -2009 Project: OW - Ke, . T . STS i a:o 1a x1...) c.. R f Alta — ?9414:0:411N --- Type of Inspection: k1 AL. 72.) On ten tseCIS.C.rn ft7trr.1 C. R. a ROR ? R sJ' b 11 -- Address: 1 P1000. 0 P.1 Lts.A "1., Date Called: S. Special Instructions: Date Wanted:. b_` -l2 a.ma p.m. Requester: Phone No: asa -as-s- a` =1 Inspe or: fi.,., I-,,t _ A _ 'COMMENTS: T . STS i a:o 1a x1...) c.. R f Alta — ?9414:0:411N --- 0csw-t0ft(`►aQS bz{ Ede) TO** ATP S- 3t- o? 72.) On ten tseCIS.C.rn ft7trr.1 C. R. a ROR ? R sJ' b 11 -- .6fluvtLATog b1f "CoTo10F DA' 5 - at- 17 CiPtiv‘ C tE4e ( F, ►,1 A V Inspe or: fi.,., I-,,t _ A _ Date: 1 - .5 - ice INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF' TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 1Z,. (206) 431 -367 Permit Inspection Request Line (206) 431 -2451 INSPECTION FEE REQU R ED. Prior to next inspection. fee must be aid at 6300 Southcenter Byrd., Suite 100. Call to schedule reinspection. 14 Approved per applicable codes. Corrections required prior to approval. 7 Project: gOCAA Ate/+' Type of Inspection: " r o xer rilia 4 dddrress: Address: � (. ) a2: /I /?/.1.5 Date Called 9 �,, e ' �ii,i j- � Special Instructions: 1W� = 7 ,,2e B .go Date Wanted:. ...5" -.1 /-- /2' a.m. p.m. Requester: 4. L % L/t Phone No: �3 -'55 -- .90c-/- INSPCTIO /RECORD Retain a copy with permit . 0 PERMIT NO. . CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 // INSPECTION NO. Ea Approved per applicable codes. me ? -/D3 Corrections required prior to approval. COMMENTS: C thj A5 Q S1D d : 5 fi J - ,pr"/:Z a Date: " 3/ -- 17111 INSPECTION FE REQUIRfD. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. COMMENTS: 3 QO pOsr4 it G --- ti..? A C2 o0-e Si if3p.c. e a c - I - '1 AAA 1.46Z Address: 1i? g x R Date Called: i 0 7i. alt/ dte i &PA Mt 4,• ay.) i%%.l c ? f IC,■• -4 U I Ct 0 . kiP•v ;6Mdr}: 'S(e.G , v-e A- "s-1 , 50c��.4 0 tA3 ri k -51 Phone No: Project: Goy- 1. AKe Type of Inspection: ' i 144A Address: 1i? g x R Date Called: Special Instructions: Date Wanted: . Requester: Phone No: Mdi. (03 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. . CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 ' - (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 a Approved per applicable codes. 22 Corrections required prior to approval. spe4t : Date: SPECTION FEE REQUIRED. Priorlto next inspection. fee must be at 6300 Southcenter B d., Suite 100. Call to schedule reinspection. COMMENTS: Type of Inspection: j 1 eJ A L i- 1' 90 2 - rznvi -C - Pc tZ - -rtie 3b(,. _()AT- (j) 0 . •1A.IAtK. i ellt...re• I A•,1 71p °r ena -4 c Y9r'(Ib4,S Mr' CI k i 4 AIlel nL Se? 1:t) Date Wanted:. S - /- I z_ LA-N1 ? i?,c t ?%4 kI L.t114.JFit ths40 2IPPre Roar Requester: .: - .44/ At f " eli v.r (P 4,1 { 1. h r C, O fr6s-I et (ri 1 sl :.Ve rfoe : "lc, l.,, „ 5 U 1 • Project: . en - LAicrr.. Type of Inspection: j 1 eJ A L Address: 1 ?OO G C4 Rl. L.l `.A f\t'N S Date Called: Pedal Instructions: • Date Wanted:. S - /- I z_ a.mi, p.m. Requester: Phone : ca ,2 SS- Aclii :II Approved per applicable codes. INSPECTION RECORD Retain a copy with permit ,VLSI — tv3 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 ® Corrections required prior to approval. REINSPECTION FEE)1EQUIRED rior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. COMMENTS:. A . t Ctic 9 4 ; , il .1 - p rNd`l 1.. 6 41 gittCt oft wftuct G ct ;.i4+v C Aoc+e4 4,,,t+49 . N,7 GGc( 6 Cl tit, 1.Aiar'e R A} 6tsc�F c( ', ✓h /ucr ,+�,-,o,d,� W - ,,,„./..e e - S � 4.." • riv-r. (--,,..,,,,, Special Instructions: Date Wanted:. 1 -I 27 • -............. Requester: Project: (IOw- 1,Atct Type of Inspection: wAt Address: - . I. f3600 0 9Riuit' P tr Date Special Instructions: Date Wanted:. 1 -I 27 • a.m Requester: Phone No: 1S3 -,3 jcioci Approved per applicable codes. Inspe R ID 1. 7— SPECTION FEE R QUIRED!Prior to next inspection, fee must be id at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 . Permit Inspection Request Line (206) 431 -2451 r Corrections required prior to approval. Project: 8o- Lod Type of Inspection: • 1'61141h- .. Address: Date Called: Special Instructions: • - • • Date Wanted:. 1 S - / 2 - 0,.r p.m. Requester: Phone No: 0 , 2 ,3 3 - 7i 1 /INSPECTION RECORD Retain a copy w permit 'INSPECTION NO. • PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100,,Jukwila. WA 98188 t 9, (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 7 *proved Approved . per applicable codes. tjcorrections required prior to approval. COMMENTS: RiP(I -J%✓ - do, pay',t/ A4-0 .._zi ,i - 40Av Inspect r J1 17105 'Date: ,S /2 R SPECTION FEE REQUI ED. P or to next inspection. fee must be a id at 6300 Southcenter Blvd. Suite 100. Call to schedule reinspection. COMMENTS: ? 4. Type of Inspection: 1 7 ,' i, f t • As.../ 0 71 € 7-7 J.t .5 711 /I�r D a../ nF,..-Iocle • .2 _l • /i - A/ (4e-h4 6-1 i S d pi, , ,, S �.. . , ? /4 _ 0n1 / 0 3 Special Instructions: • Date Wanted:. / - J — ! Z a.m. p.m. . 4. Phone No: , C65o5.- Project: 13 0 - L A Ve: . Type of Inspection: 1 7 ,' i, f t • As.../ Address: • to 4.1 Li4 1 ) Date Called: Special Instructions: • Date Wanted:. / - J — ! Z a.m. p.m. Requester: /c/4 I. Phone No: , C65o5.- 0 Approved per applicable codes. Corrections required prior to approval. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF' TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Iz, (206) 431 -3670 Permit inspection Request Line (206) 431 -2451 ngto [Date: / - 5 _ SPECTION FEE RE( UIRED. Prior do next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. Project: -- UGti LA u Type of Inspection: . />/er-Z 4 "7l Address; Q� /dl� /L �ADO Date Called: Special Instructions: Date Waned: . / / / /9 /! i Requester: Phone No: INSPECTION NO. INSPECTION RECORD Retain a copy with permit (r)d -/a 3 PERMIT NO. O�- CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 t (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 El Approved per applicable codes. El Corrections required prior to approval. COMMENTS: ((,),One-X24/52/1 'Inspector: 'Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Project: ,�iC T Type f Inspec on: n J � _ ' y 1493 INSPECTION INSPECTION RECORD Retain a copy with permit INSPE NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Ei Approved per applicable codes. Corrections required prior to approval. COMMENTS: pAd f l Apym44 --1 i 6 05eprvpoti t ie. 4- /20 co Iy7r: l Date: ix_ SPECTION FEE F EQUIRED.JP to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. Project: SOW ,LAS£ Type Inspection: R ivet � �► Address: . 1 . gleiCo 0R Ear4' Q. t Date Called: Special Instructions: . 05 1 Date Wanted: . aa. 1 O i g l i 1 '.gym• Requester: Phone No: 253 -Z' -fib DL4-6 (v10C- ro 3 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 0 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 0 s�. Inspector: 'Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. COMMENTS: fI 7S d A A ip k / Address: ik�o4 or. ((h Az f A?r7&f 4(pra v 4(, • Special Instructions: 0 .5`4 5 175 ' °t e I Q preJS'1 Est— ( g_va F ( -eve( 00L!1 GV- c.0k 73 I,e/ hi _ . ii- - E"4( r tJJ ; 1 , . LA111(‘ i`4 C - /) p c . J �-- ( t i . - - - . d -- -4 Ai a-/) ',N1 i' - S / e ( ( 4) 4 - 1 .. f -- 1 P / ve..1,jv /e J 1 - f ►t< sue@ ij Zt4 '7a . i is W Ia e ' , ` Type of Inspecti n: a O/ Address: ik�o4 or. ((h Az Date Called: f � , 06 . K. I - I /g `—u � � Date Wanted:. •�''M 1 O —I J q� -I ( p.m. t Special Instructions: 0 .5`4 5 175 ' °t e I Q preJS'1 Est— ( g_va F ( -eve( 00L!1 Re q u ester: Phone No 2,S3-2 -S 01 Approved per applicable codes. INSPECTION RECORD �aQ .403 Retain a copy withgpgrmt INSPECTION NO. 1 PERMIT NO CITY OF TUKW(Lf BUIILDING DIVISION C 6300 Southcenter Blvd., #100, T kwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206).431 -2451 lnspe ( Corrections required prior to approval. I Date / . (0 _1 ri REINSPECTION FEE REQIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Project: 84 eAl —4 /9•/1 e Type of Inspection:, / [n/1 /j - . Ai Address: /8,'oO Oil /s.e ' o s Date Called: Special Instructions: 0 57 1.1 S ? — v/ Date Wanted: -7- .2/ -i/ c ii\ . Requester: Phone No: dam 3- 2' - 5 -85o ,45 to 3 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 El Approved per applicable codes. Corrections required prior to approval. COMMENTS: J 7 C7494 7 // s _ 0 4.4...4711" '/ s INSPECTION FEE REQ IRED. Priofto next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. Project: w - L0, - Ti-ti .S�tkr -4. Type of Inspection: /1 Lock Address: 1 y goo oal u. * Rot Suite #: Contact Person: Special Instructions: Phone No.: Needs Shift Inspection: Sprinklers: . Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 * Vi Approved per applicable codes. Word /Inspection Record Form.Doc INSPECTION RECORD Retain a copy with permit 6/11/10 MO 9 - /o3 PERMIT NUMBERS Corrections required prior to approval. COMMENTS: . hq j Ok Inspector: A.K 1 Date: s, - 1> . / li rs.. $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing dddress Attn: t, Address: . City: Company Name: State: 1 Zip: T.F.D. Form F.P. 113 • • • J Dylan Rhys 2226 Eastlake Avenue South, #102 Seattle, WA. 98102 May 31, 2012 Tom Creegan Project Manager King County Solid Waste Division Re: Bow Lake Recycling and Transfer Station SSI Compactor Operation Dear Tom: Today I witnessed the SSI Compactors (2) and associated Hydraulic Power Units (HPU) operate to maximum operating pressure. Compactor 1 ran up to 2764 psi and Compactor 2 ran up to 2809 psi. I witnessed the full cycle of the C -Ram on both units. I operated the emergency stop switch and witnessed each system shutdown. The low and high operating pressure setpoints are set. The high pressure safety is set at 3100 psi. The Compactors and HPUs can operate safely. Please see the attached factory tests. Thank you, Dylan Rhys Principal Ecotone Commissioning Group, LLC Attachment 1— 551 Final Inspection Report for Pre Load Compactor (2) ECOTONE COMMISSIONING GROUP. LLC � JUN 6 2 012 NO LOAD CURRENT VENDOR P/N S/N CRAM .. pa-Qie 0 -d/ ERAM #1 p.1-e iz rp20Z -c)2 L3 ERAM #2 cr_tOctsetQ isia 3i 2-v2 as NO LOAD CURRENT - - #1 #2 HP CURRENT L2 L3 L1 L2 L3 1) HPU MOTOR 2) CIRCULATION /PILOT MOTOR 3) FAN MOTOR 4) TANK HEATER 5) AUX MOTOR CL CL CL CL EEEE 03 CO CO CO as Rev. 2/19/08 RS FINA INSP,CTION REPORT for PRE LOAD COMPACTOR CUSTOMER: /<:/ i'y MODEL NO: I/SOO& P 1/' SERIAL NO: JOB NUMBER: /0, % 26 s ELE.. MOTOR(S) > HYD. PUMP(S) „ GPM: MFR.: Si G„/.70/ MODEL: C. //'' MFR. )E/ /Son MODEL:77 S.d 72D SN: #1 #2 SN: #1 #2 CIRCULATION PUMP MOTOR HP: 2 CIRCULATION PIMP GPM: MFR.: ,g tLZ## MODEL: ( 4'7233 y MFR.:Dg/U /Se//J SN: SN: MODEL: ,�"/2 06Z. COOLED HP: /6 PILOT PUMP �I GPM: MFR.: H/fl' EAN, r� MODEL:41,( . 5 -- 24iC� 3 MFR.: Z) E/U /J o//7 SN: SN: #1 MODEL: ,' 4- /e/E Cdo d r- 72g OPERATIONAL CHECK 1. COVERS / GUARD IN PLACE 2. EMERGENCY STOP (CP, MSP) 3. EXTERNAL E -STOP (LIMIT) 4. INPUTS TEST 5. START / STOP PUMPS 6. FAN MOTOR(S) OPERATION 7. COLD OIL FAULT - RUN PUMP ONLY 8. SUCTION VALVE SHUT DOWN FAULT 9. LOW OIL SHUT DOWN FAULT 10. HOT OIL SHUT DOWN FAULT 11. SET TANK HEATERS @ 70 12. TEMP. SW. SETTING COLD OIL: FAN: HOT OIL: 13. PRESSURE SW. HIGH 14. PRESSURE SW. LOW 15. FILTER CONDITION PRESSURE: #1. #4. a/ RETURN #1 ,t� #2 #3 a/ #4 'v RECIRCULATION: )/" ELECTRICAL CHECK 1. LINE VOL 2. 1 - -2: Pe 4M:21 4M:21 #2. V #3 1." 2 - -3: :WI SANUFACT\INSPECTION FORMS \COMPINSP TANK Hge4TERS SETTING: - 5 MFR.: t ,� SN: MODEL: -- 2 ]~ OJT S 9 CYLINDERS ALIGNED: yP, SEE CYLINDER ALIGNMENT SHEET - ATTACHED TESTED BY: 14// -- DATE: 6 0 16. CHECK & RECORD PILOT PRESS. /f0 V 17. CHECK & RECORD RELIEF PRESS. ✓ 1A: g o 2A: 2'' ✓ 1B: / (e> 2B: / Co 00 ✓ 18. KNIFE CLEARANCE '/I ✓ 19. COMPACTION CYL. COUPLER /. V 20. BOLT TORQUE (680 lb-ft) t ' 21. EJECTION CYL. COUPLER ✓ 22. BOLT TORQUE (410 lb-ft) l/ ✓ 23. COMPACTION CYL. TRUNION 7 ° F 24. SUPER BOLT TORQUE (45 lb-ft) (a5 ° F 25. EJECTION CYL. TRUNION OS ° F 26. SUPER BOLT TORQUE (45 lb-ft) / ° F 27. CHECK ALL HOSES, PIPING, FITTING 8� VALVES FOI psi LEAKS & LOOSE BOLTS psi DIMENSIONAL REVIEW V 28. CHECK FILTERS AFTER FLUSHING 29. DYE PEN TEST COLLAR WELDS CRAM Pk ERAM Aft 30. LOAD CELL SERIAL NUMBERS 1. 31. SUMMING BOX SERIAL # 2. 3. 4. 3 - -1: DATE: NO LOAD CURRENT VENDOR P/N S/N CRAM ERAM #1 ERAM #2 7 ` T pa/z /c. J- /" ``�� 21 .t�j�.�:l az 20 Z 3 Z -62 y02302 L1 NO LOAD CURRENT SPEC #1 #2 HP • - - T L1 L2 L3 L1 L2 L3 1) HPU MOTOR 2) CIRCULATION /PILOT MOTOR 3) FAN MOTOR 4) TANK HEATER 5) AUX MOTOR amp amp amp amp a ° 2. Rev. 2/19/08 RS FIN L INSPECTION REPORT for PRE LOAD COMPACTOR CUSTOMER: / ,75 CQ i)ly MODEL NO: 4 /560,C0 67 , - / SERIAL NO: C. JOB NUMBER: /o„ /SO "3 ELE.. MO S HP: /$D MFR.: 4 , 0 DK - MODEL:( 00b jS SN: #1 #2 CIRCULATION PUMP MOTOR HP: _c) MFR.: ,UjV,G DQ,ie MODEL: CV/71.232 SN: COOL `� HP: 10 MFR.: GflCO'-10 "1-4 MODEL: e x S N : #1 OPERATIONAL CHECK 1. COVERS / GUARD IN PLACE 2. EMERGENCY STOP (CP, MSP) 3. EXTERNAL E -STOP (LIMIT) 4. INPUTS TEST 5. START / STOP PUMPS 6. FAN MOTOR(S) OPERATION 7. COLD OIL FAULT - RUN PUMP ONLY 8. SUCTION VALVE SHUT DOWN FAULT 9. LOW OIL SHUT DOWN FAULT 10. HOT OIL SHUT DOWN FAULT 11. SET TANK HEATERS @ 70 12. TEMP. SW. SETTING COLD OIL: FAN: HOT OIL: 13. PRESSURE SW. HIGH 14. PRESSURE SW. LOW 15. FILTER CONDITION PRESSURE: #1. V #2. #4. t/ RETURN #1 V #2 #4 RECIRCULATION: ELECTRICAL CHECK 1. L1N - VQLIAG E 1 - -2: V v v V #3 t/ V" #3 4/ ° F ° F ° F ° F psi psi 2 - -3: S:WIANUFACT\INSPECTION FORMS \COMPINSP HYD. PUMP(S) GPM: MFR.: f6t/45 p7 MODEL:7`re:& 0720 SN: #1 #2 CIRCULATION PUMP GPM: MFR.: Dom SN: MODEL: 7 ./�' (J 67 PILOT P P GPM: MFR.: , Z/UiSe SN: MODEL: Are -Ak E,- eDl>o ,J' ' TANK HIFERS SETTING: 7S MFR.: ( SN: MODEL: kg -2r7 --o; c /2759 CYLINDERS ALIGNED: Yef SEE CYLINDER ALIGNMENT SHEET - ATTACHED TESTED BY: /01 DATE: 16. CHECK CORD PILOT PRESS. /8p 17. CHECK & RECORD RELIEF PRESS. 1A: Q 2A: 1B: 00 2B: 18. KNIFE CLEARANCE /g 19. COMPACTION CYL. COUPLER 20. BOLT TORQUE (680 lb-ft) 1/ 21. EJECTION CYL. COUPLER 22. BOLT TORQUE (410 lb-ft) 23. COMPACTION CYL. TRUNION 24. SUPER BOLT TORQUE (45 lb-ft) t/ 25. EJECTION CYL. TRUNION 26. SUPER BOLT TORQUE (45 lb-ft) 27. CHECK ALL HOSES, PIPING, FITTINGS & VALVES FOI LEAKS & LOOSE BOLTS V DIMENSIONAL REVIEW 28. CHECK FILTERS AFTER FLUSHING 29. DYE PEN TEST COLLAR WELDS CRAM ERAM 30. LOAD CELL SERIAL NUMBERS 1. 31. SUMMING BOX SERIAL # 2. 3. 4. 3 - -1: DATE: Dylan Rhys 2226 Eastlake Avenue South, #102 Seattle, WA. 98102 May 31, 2012 Tom Creegan Project Manager King County Solid Waste Division Re: Bow Lake Recycling and Transfer Station Generator Operation Dear Tom: Yesterday I witnessed the automatic operation of the Generator under a building Toad. I witnessed it multiple times yesterday and two times today. The transfer of power from Normal to E -Power was approximately 4 seconds. This morning we provided training to King County employees and the operation and setpoints were communicated. The Automatic Transfer Switches (ATS) are programmed to operate under a Toad once a week on Saturdays at 6:00 am (adjustable). The generator will transfer to emergency power should the need arise. Please see the attached Generator Startup Report. Thank you, Dylan Rhys Principal Attachments 1— Certified Generator Set Test Record 2 — Startup Notification ECOTONE COMMISSIONING GROUP. LLC CTTY r ,_ JUN o 5 zolz IT CENTER KOHLER POWER SYSTEMS Model : 500REOZVB Type of Fuel : Diesel Power Factor : .8 Altitude : 600' Certified Generator Set Test Record Serial Number : 3026739 Engine Serial : 2016054436 Temperature : 73 Tested By : 2881 Date Tested : 11/14/2011 We hereby certify that the results listed were developed during the actual factory test of the generator set indicated. Certified Correct KOHLER CO., KOHLER WISCONSIN Volts Amperes Watts Hertz Light Load 483 0 0 60 1/4 Load 482 189 125440 60 1/2 Load 482 377 252735 0 3/4 Load 481 566 377707 60 FuII Load 480 762 506812 60 KOHLER POWER SYSTEMS Model : 500REOZVB Type of Fuel : Diesel Power Factor : .8 Altitude : 600' Certified Generator Set Test Record Serial Number : 3026739 Engine Serial : 2016054436 Temperature : 73 Tested By : 2881 Date Tested : 11/14/2011 We hereby certify that the results listed were developed during the actual factory test of the generator set indicated. Certified Correct KOHLER CO., KOHLER WISCONSIN 4YAat K Representative P Star . Owner Name/Unit Locatlorov ate r ! i� }��u�'''``. Telephone Telephone Company Name/Owner 5,?r,J 44X-4 - X72 A -A,si, 1-- 57V-77 o..0 Company Nam, £G Vo(.Jg_ vs & t s Address of Unit Location alvo 041LL,4 ,PD1 Address 1t n 3 /oq c' 5T /47-- u ,L't,.�i Li¢ City A , �1� �� (U State a �A State �/� ZIP/Postal Code ZIP/Postal Code Country CC Country (( �� ss Round -trip miles from nearest authorized Kohler servicing distributor /dealer to the power system equipment: ' : - < \y..k , _ �_ y � .�.+' t 'o�f•i'. -:+ `: i �`�il•%' f' �yt�' i: .�.:�.•.. . "p� C M - Y -' C:+ t; d C _t,t.._':i;.4. ' .?' � i � ; Generato� an Namepl te �; w • t r, 'J p- q . t .<. -. �. t /_z.t3. ^au .. ... ,,,, .r; +:d'K,._l�4-: .. . ci''` - } ''T . <.l ":'..'''':._� .. -- X> r ,^ i':i � 1-.`i �.� 1 4 ,y .n 7, Ri� _ r '� i Generator Set No. 1 Engine No. 1 Generator Set No. 2 Engine No. 2 Serial No. 3 / 3 }� / t /(9 ,›J41y %%,t c3J7 Model No. 515D f Ea Z (/ TAP /by[.. Spec No // �$1� / 2L p� GT�'l Jto� SAS' = - A licationi (one Item in eac column PP >.:. .., .:. must b c k , ^'tr < l d 5 ,7 .G rr . ram..... x1 Industrial ❑ ResidentiaVCommercial ❑ Mobile/Towable/Trailer- Mounted a...-St`fionary ❑ Prime ❑ Rental ndby '� d.� r,A �- � '4" i r �,� • " t: , w_ �: ,z . : •:s_� - ✓.:P, -J •.� ' ' -� C :'s:?.., r � , • ' •i+.Y•< t4 'a ear : t a ( . ......;.• ; :' , ... , 47 , ' .: :. Y . : ,, > - �- L... y r jj. i t- t il - „ci1 1- : < ' , ansf e wi itch Nm late�lnforrgation r' � A ' t a1 ' T r r: S r:•= ;;; �Ch andF :: ..$ . :tR >ai.:. �� _ ,� 4 a° 1 x .s�s� . ATS No 1 / ,30/0 f 36' )) 2 ATS No. 2 ATS No. 3 F�3 c /d 73 7 ATS No. 4 Switchgear Serial No Spec No. Contactor Serial No. Model No Kohler Representative's . Name (print) m» c 2 F Owner Representative's x - -?.y Name (pri t) Kohler Re r ese, - tive's Si ture and Date / 1 / � Owners Representative's Signature and Date mo. day yr � mo. day yr. . KOHLER. POWER SYSTEMS Follow the startup checklist on the back of this form. Then complete the form. This form Is required for coverage under the Kohler limited warranty and must be completely filled out at the time cm( initial startup. Representatives of the distributor /dealer and owner must sign the notification form. Signing this form rapresents acceptance of the unit and that all information on the startup form is correct. Return a copy of the completed form to the Kohler Co. within 60 days of the startup date. Form `bistribution: E✓ Mall WHITE copy to: Warranty Department, MS 072, Kuhlet Cu., Wile', WI 53044 PINK copy: Distributor Startup Notification 1 Startup Date ' 23 MO day yr YELLOW copy: Owner's Representative K 625 (1/07o) Generator Set/Transfer Switch Startup Checklist This document has generic content and some Items may not apply to some applications. Check only the Items that apply to the specific application. Read and understand all of the safety precautions found in the Operation and Installation Manuals. Complete the Installation Checklist before performing the initial startup checks. Heter to Service Bulletin 616 for Warranty Startup Procedure Requirements regarding generator set models with ECM - controlled engines. Does Not Yes Apply ❑ ❑ 1. ❑ ❑ 2. ❑ ❑ 3. Verify that the engine is filled with oil and the cooling system is filled with coolant/antifreeze. Prime the fuel system. Open all water and fuel valves. Temporarily remove the radiator cap to eliminate air in the cooling system. Replace radiator cap in step 21. ❑ ❑ 4. Place the generator set master switch in the OFF /RESET position. Observe Not -in -Auto lamp and alarm, if equipped, on the controller. Press the lamp test, if equipped on controller. Do all the alarm lamps on the panel illuminate? Open the main line circuit breakers, open the safeguard breaker, and /or remove fuses connected to the generator set output leads. Turn down the speed control (electronic govemor) or speed screw (mechanical governor).` Verify the presence of lube oil in the turbocharger, if equipped. See the engine and/or generator set operation manual. Place the generator set master switch in the RUN position. Allow the engine to start and run for several seconds. ❑ ❑ 10. Verify that the day tank, if equipped, is energized. ❑ ❑ 11. Place the generator set master switch in the OFF/RESET position. Check for oil, coolant, and exhaust leaks. ❑ ❑ 12. Turn on the water /oil heaters and fuel lift pumps. ❑ ❑ 13. Check the battery charger ammeter for battery charging indication. ❑ ❑ 14. Place the generator set master switch in the RUN position. Verify whether there is sufficient oil pressure. Check for oil, coolant, and exhaust leaks. Close the safeguard circuit breaker. Adjust the engine speed to 50/60 H7 if equipped with an electronic govemor or to 52.8/63 Hz If equipped with a mechanical governor.' If the speed is unstable, adjust according to the appropriate engine and /or govemor manual.` Adjust the AC output voltage to match the load voltage using the voltage adjusting control. See the generator set/controller operation manual. ❑ ❑ 18. Allow the engine to reach normal operating coolant temperature. ❑ ❑ 19. Check the operating temperature on city water - cooled models and adjust the thermostatic valve as necessary. ❑ ❑ 20. Manually overspeed the engine to cause an engine shutdown (68 -70 Hz on 60 Hz models and 58 -60 Hz on 50 Hz models). Place the generator set master switch in the OFF /RESET position.' ❑ ❑ 21. Check the coolant level, add coolant as necessary, and replace the radiator cap. Verify that all hose clamps are tight and secure. Place the generator set master switch in the RUN position. Verify the engine low oil pressure and high coolant temperature shutdowns.* ❑ ❑ 24. Check the overcrank shutdown.* ❑ ❑ 25. Place the generator set master switch in the OFF /RESET position. ❑ ❑ 26. Open the normal source circuit breaker or remove fuses to the transfer switch. ❑ ❑ 5 . ❑ ❑ 6. ❑ ❑ 15. ❑ ❑ 16. ❑ ❑ 17. 0 ❑ ❑ 23. Disconnect the power switching device and logic controller wire harness at the inline disconnect plug at the transfer switch. Does Not Yes Apply ❑ ❑ 29. El 11 30. ❑ ❑ 31. ❑ U 32. ❑ ❑ 33. ❑ ❑ 34. ❑ ❑ 35. ❑ ❑ 36. ❑ ❑ 37. ❑ ❑ 38. ❑ ❑ 39. ❑ 40. ❑ ❑ 41. ❑ ❑ 42. ❑ ❑ 43. ❑ ❑ 44. ❑ ❑ 45. ❑ ❑ 46. ❑ ❑ 47. ❑ ❑ 48. ❑ ❑ 49. ❑ ❑ 50. ❑ ❑ 51. Close the normal source circuit breaker or replace fuses to the transfer switch. Check. lire 11t [nal suutee voltage, frequency, and phase eequcnco on three phase models. The normal source mast match the load Open the normal source circuit breaker or remove fuses to the transfer switch. Manually transfer the Toad to the normal source. Close the generator set main line circuit breakers, close the safeguard breaker, and /nr replace the fuses connected to the transfer switch. Place the generator set master switch in the RUN position. Check the generator set voltage, frequency, and phase sequence on three -phase models. The generator set must match normal source and load. Place the generator set master switch in the OFF /RESET position. Open the generator set main line circuit breakers, open the safeguard breaker, and/or remove the fuses connected to the transfer switch. Reconnect the power switching device and logic controller wire hamess at the inline disconnect plug at the transfer switch. Close the normal source circuit breaker or replace fuses to the transfer switch. Place the generator set master switch to the AUTO position. Close the generator set main line circuit breakers, close the safeguard breaker, and/or replace the fuses connected to the transfer switch. Place the transfer switch In the TEST position (load test or open normal source circuit breaker). NOTE: Obtain permission from the building authority before proceeding. This procedure tests transfer switch operation and connects building load to generator set power. ~adjust frequency to 50 or 60 Hz with total building loads.' Verify that the current phase is balanced for three phase systems. Release the transfer switch test switch or close the normal circuit breaker. The transfer switch should retransfer to the normal source after appropriate time delay(s). Allow the generator set to run and shut down automatically after the appropriate cool down time delay(s). Set the plant exerciser to the customer's required exercise period, if equipped. Verify that all options on the transfer switch are adjusted and functional for the customer's requirements. If possible, run the building loads on the generator set for several hours or perform the load bank test it required. Verify that all the wire connections from the generator set to the transfer switch and optional accessories are tight and secure. Verify that the customer has the appropriate engine/generator set and transfer switch literature. Instruct the customer in the operation and maintenance of the power system. Fill out the startup notification at this time and send the white copy to the Generator Warranty Dept. Include the warranty form If applicable. ❑ ❑ 27. ❑ ❑ 28. Manually transfer the Toad to the emergency source. • Some models with an Engine Electronic Control Module (ECM) may limit or prohibit adjusting the engine speed or testing shutdowns. Refer lu appropriate ducvurerrlaliuu available hum the rnauufacluier. Generator Set/Transfer Switch Installation Checklist This document has generic content and some items may not apply to some applications. Check only the items that apply to the specific application. Read and understand all of the safety precautions found in the Operation and Installation Manuals. Make the following installation checks before performing the Startup Checklist. Note: Use this form as a general guide, along with any applicable codes or standards. Comply with all applicable codes and standards. Improper installation voids the warranty. Equipment Room or Weather Housing Dons Nut Yees LI =1 2. Is the equipment installed in a fire - resistant room (made of non - combustible material) or in an outdoor weather housing? Is there adequate clearance between the engine and floor for Service maintenance? ❑ o 37 Is there emergency lighting available at the /equipment room or weather housing? ❑ L4. Is there adequate heating for the equipment room or outdoor weather housing? ❑ 5. Is the equipment room clean with all materials not related to the emergency power supply system " removed? ❑ 2/6".. am" 6. Is the equipment room protected with a fire _ protection system? Engine and Mounting ,Q�❑ 7. Is the mounting surface(s) properly constructed and leveled? / V❑ 8. Is the mounting surface made from non - combustible -material? ❑ Ty 9. Was the generator -to- engine alignment performed after attaching the skid to the mounting base? Generator sets with two- bearing generators require alignment. Lubrication 1. ❑ -1❑ 10. Is the engine crankcase filled with the specified oil? Cool g and Ventilation ❑ 11. Is the cooling system filled with the manufacturer's specitied coolanVantitreeze and purged of air? sycl 12. Is there adequetn inlet and nutlet Air flow (electric louvers adjusted and ventilation fan motor(s) _,connected to the corresponding voltage)? [� d'13. Is the radiator duct properly sized and connected to the air vent or louver? ❑ Are flexible sections installed in the cooling water lines? Fuel &ill 15. 16. 17. (d❑ 18. ICJ Li 19 i❑ 20. Is there an adequate /dedicated tuel supply? Are the fuel filters installed? Are the fuel tanks and piping installed In accordance with applicable nodes and standards? Is there adequate fuel transfer tank pump Ilk capacity and is the pump motor connected to the corresponding voltage? Is the tuel transfer tank pump connected to the emergency power source? Are flexible fuel lines installed between the engine el inlet and fuel piping? IJ 1. Is the specified gas pressure available at the fuel regulator inlet? ❑ u2227 Qoes the gas solenoid valve function? ❑ Are the manually operated fuel and cooling water valves Installed allowing manual operation or bypass of the solenoid valves? Exhaust ❑ ❑ 24. Is the exhaust line sized per guidelines and does it have flexible connector(s)? Is the flexible connector(s) straight? Does Not Yes Apply .,./ - ❑ (j45. Is there an exhaust line condensate trap with a drain installed? 13-'6 Is the specified silencer installed and are the hanger and moulding hardware tightened? ❑ (T 27. Is a heat - isolating thimble(s) installed at points where exhaust lines pass through combustible ,... wall(s) or partition(s)? ❑ ❑ Is the exhaust line free of excessive bends and restrictions? Is the backpressuro within spec:P(atinns? u Li t9,-.1t the exhaust line Installed with a downward pitch lo Ward the outside of the building? ❑ [30. Is the exhaust line protected from entry by rain, Ow, and animals? O 1. Does the exhaust system outlet location prevent iy of exhaust gases into buildings or structures? ❑ 2. Are individuals protected from exposure to high • temperature exhaust parts and are hot parts safety decals present? ACfilearical System '1 ❑ 33. 34. iii 35 . . We 36. Does the nameplate voltage /frequency of the generator set and transfer switch match normal/utility source ratings? Do the generator set load conductors have adequate ampacity and are they correctly connected to the circuit breakers and/or the emergency side of the transfer switch? Are the Toad conductors, engine. Starting (al)les, battery charger cables, and remote annunciator leads installed in separate conduits? Is the battery charger AC circuit connected to the currespurrdirry voltage? Transfer Switch, Remote Control System, Accessories al] 37. Is the transfer switch mechanism free of binding? Note: Disconnect all AC sources and operate the ,- transfer switch manually. 10 38. Are the transfer switch AC conductors correctly connected? Verify lead designations using the appropriate wiring diagrams. ❑ 39. Is all other wiring connected, as required? Battelle$ and DC Electrical System Does the battery(ies) have the specified CCA rating and voltage? Is the battery(ies) filled with electrolyte and connected to the battery charger? Are the engine starting cables connected to the battery(ies)? ❑ 43. Do the engine starting cables have adequate leriytll and gauge? Z.1a1 ,t / 44. Is the battery(ies) installed with adequate air rlation? ❑ 45. Are the ends of all spark plug wires properly seated onto the colt /distributor and the spark plug? Spec(gL.Requirements 46. Is the earthquake protection adequate for the equipment and support systems? ❑ 47. Is the equipment protected from lightning damage? {f u 40. iLri 41. 1615-42. LOAD BANK REPORT CUSTOMER: Cae /44 A tL - — riZJc RE S TIVE LOA UILDING LOAD SITE ID: ii" " I.44'" -Cs�'� 5 (�a - n vA 18Yr� c 2,LLit- t9-1) i 44 A-, 4/At MAKE: A7/7 I MODEL: s' f z � SERIAL NC 7..3 C, SPEC. NO 'ti l 1/ 0 4� y „ / - 6 C DATE: 5 - 23 Z.,;,`Z JOB # 9 TIME KW HERTZ VOLTS AMPS OIL WATER B C A BC PRESSURE TEMP. / . O IM«�MINIWEIIMIIIIM PIBLIIIMIUMNIMENIZEMENNIMMIIMIIIIIMEIKAMON1 tv Q111 / %' I ' iIMI Irglnt.' IV 4 3 , o 1}'81 S9 2 59 `3 / ' . /5P £19 (rr- INN 4ial S� '�'3 INCIVI�r MIINEfl`J�> 't ss' 53' 2. MUM MIN 6r 111. ( y :/ y jg " a WIl7MIIIIEMIMI7E7ACrI -r —3 i � '2 W5 2. 6 INOZWELMINEEMIIIMM:111111111MAIEVAIIMEM IPEMIMIWESIFFSAILWil PYCill ' 0 5' , MIN.M • 11511F -0 100/11/MAIMIIIMIIIIEFAIIIIEMIF 1 7_._ - WM 1s IU M 13 32-3 II l .SlM 1:2-5-imam ' � 1Jt 7 ii 3 WM ISMIIMEMS1 1 MEI GM MI "MIME o '176 y 7 . ir3�l�Q' _'_ 3 NMI 1 EC POWER SYSTEMS Locations: �� .P T7' �() et Mo1) ac-,I Portland. Oregon Salt Lake City. Utah (800) 462-3370 (800) 452 -1511 YOUR INDUSTRIAL POWER SOI IRCF AN EQUAL OPPORTUNITY EMPLOYLH Boise, Idaho (800) 354-6767 REMARKS Auburn Aurora, Colorado (800) 678-3673 (800) 2 TECHNICIAN S , 1 ' - ACCEPTED The Power Professionals — Industrial Engines, Generator Sets and Equipment ECPS-1021S tF.av 5:03) CONTRACTOR/OWNER Complete all fields in this box down to the installer's name and signature Installer / Contractor Owner / Billing Location Object Location Name Shinn Mechanical Name King County Dept. Of Natural Resources - Solid Waste Name Bow Lake Recycling & Transfer Station Street 18802 80` Ave. S Street 201 S Jackson St., Suite 701 Street 18800 Orillia Rd. S City, State, Zip Kent, Wa 98032 City, State, Zip Seattle, Wa 98104 City, State, Zip Tukwila, Wa 98188 Contact Name/Title Jake Smith / Project Manager Contact Name/Title Tom Creegan Contact Name/Title Phone 425- 203 -9800 Phone 206- 263 -6476 Phone Fa 425- 203 -9801 Fax 206 - 296 -8431 Fax E -mail Jakes @Shinnmech.Com E -mail tom.creegan ®kingcounty.gov E -mail CITYVII Contractor Registration Number SHINNM1060QP Specific Object Location: Loading Dock 109 Type of Object: JUN U 5 , Electric Boiler Pressure Vessel or Boiler Boiler National Board Number 55429 Serial / Other Number 94084 ASME Stamp / Standard S `: • H - Low Press Boiler Manufacturer Lattner Electric Boiler Year Built 2011 Input (BTU/KW) 60 Max Allowable Working Pressure 160 Vessel Size (Sq Ft / HS) 60 kw Number of Safety Valves 1 Safety Valve Set Pressure 12502..2_,5775 Comments: 1 certify that the work to be performed under this notification will be done in accordance with the Boiler and Unfired Pressure Vessels Law RCW 70.79 and WAC 296 - Chapter 104. Date 5/23/12 Installer name Shinn Mechanical Installer Signature (not required ifsent electronically) For L &I use Only: Permission is hereby given to do the above work, subject to compliance with the Boiler and Unfired Pressure Vessel Law RCW 70.79 and WAC 296 - Chapter 104. Date Permit Issued 5/24/12 Verified by Kp Call Tim Swanson At 206 953 3777 When Ready For The Inspection. Department of Labor & Industries Boiler Section PO Box 44410 ► Olympia, WA 98504 -4410 Phone: 360 - 902 -6400 Fax: 360- 902 -5292 E -mail: Boiler @1ni.wa.gov http://Boilers.lni.wa.gov 1 Permit per Object Link to form instructions Link to fees For L &I Use only PERMIT NUMBER: 453 NOTE: The Owner /Designee is responsible for notifying the inspector or Labor & Industries when inspections are needed. All inspection costs and fees will be invoiced following inspection and are the responsibility of the Owner. INSPECTOR — Complete this section Boiler/Pressure Vessel Information Jurisdiction # Date of Inspection Inspection a Iss ificate -12 4, Dat Inspec • ' ame Inspector' ig v 1d/� � • Csw•rcr __ — THIS NOTICE SHALL B ' OS BY THE VESSEL F620 032 - 000 boiler /pressure vessel installation or reinstallation permit 02 - 2011 BOILER / PRESSURE VESSEL INSTALLATION OR REINSTALLATION PERMIT 012 CONTRACTOR/OWNER Complete all fields in this box down to the installer's name and signature Installer / Contractor Owner / Billing Location Object Location Name Shinn Mechanical Name King County Dept. Of Natural Resources - Solid Waste . Name Bow Lake Recycling & Transfer Station Street 18802 80 Ave. S Street 201 S Jackson St., Suite 701 Street 18800 Orillia Rd. S City, State, Zip Kent, Wa 98032 City, State, Zip Seattle, Wa 98104 City, State, Zip Tukwila, Wa 98188 Contact Name/Title Jake Smith / Project Manager Contact Name/Title Tom Creegan Contact Name/Title Phone 425- 203 -9800 Phone 206- 263 -6476 Phone Fax 425- 203 -9801 Fax 206 - 296 -8431 Fax E -mail Jakes @Shinnmech.Com E -mail tom.creegan@kingcounty.gov E -mail Contractor Registration Number SHINNMI060QP Specific Object Location: Loading Dock 109 Type of Object: Expansion Tank Pressure Vessel or Boiler Pressure Vessel National Board Number 11596 Serial / Other Number ASME Stamp / Standard Symbol U - Unfired PV Manufacturer John Wood Company Year Built 2011 Input (BTU/KW) Max Allowable Working Pressure 125 Vessel Size (Sq Ft / HS) 120 Gallons Number of Safety Valves 1 Safety Valve Set Pressure 50 Comments: fr-rJ •6 j 011 cm 5 Tom 0 / 3 0 / /7e I certify that the work to be performed under this notification will be done in accordance with the Boiler and Unfired Pressure Vessels Law RCW 70.79 and WAC 296 - Chapter 104. Date 5/23/12 Installer name Shinn Mechanical Installer Signature (not required if sent electronically) For L &I use Only: Permission is hereby given to do the above work, subject to compliance with the Boiler and Unfired Pressure Vessel Law RCW 70.79 and WAC 296 - Chapter 104. Date Permit Issued 5/24/12 Verified by Kp Call Tim Swanson At 206 953 3777 When Ready For The Inspection Jurisdiction # 7/(3 7` /Z , 4 ) Date of Inspection (3/ter z v /Z Inspect' T Issue Certificate s Date 3 / ay,2.o/�— Inspector' N . wio l ,je Inspector' ' _ _. Department of Labor & Industries Boiler Section PO Box 44410 Olympia, WA 98504 -4410 Phone: 360 - 902 -6400 Fax: 360 - 902 -5292 E -mail: Boiler @lni.wa.gov http://Boilers.lni.wa.gov BOILER / PRESSURE VESSEL INSTALLATION OR REINSTALLATION PERMIT 1 Permit per Object Link to form instructions Link to fees For L &I Use only PERMIT NUMBER: 454 NOTE: The Owner/Designee is responsible for notifying the inspector or Labor & Industries when inspections are needed. All inspection costs and fees will be invoiced following inspection and are the responsibility of the Owner. INSPECTOR — Complete this section Boiler/Pressure Vessel Inform THIS,NOTICE SHALL BE STED_�'`SZ THE VESSEL F620- 032 -000 boiler /pressure vessel installation or reinstallation permit 02 -2011 CONTRACTOR/OWNER Complete all fields in this box down to the installer's name and signature Installer / Contractor Owner /Billing Location Object Location Name Shinn Mechanical Name King County Dept. Of Natural Resources - Solid Waste Name Bow Lake Recycling & Transfer Station Street 18802 80 Ave. S Street 201 S Jackson St., Suite 701 Street 18800 Orillia Rd. S City, State, Zip Kent, Wa 98032 City, State, Zip Seattle, Wa 98104 City, State, Zip Tukwila, Wa 98188 Contact Name/Title Jake Smith / Project Manager Contact Name/Title Tom Creegan Contact Name/Title Phone 425- 203 -9800 Phone 206 - 263 -6476 Phone Fax 425- 203 -9801 Fax 206 - 296 -8431 Fax E -mail Jakes @Shinnmech.Com E -mail tom.creegan@kingcounty.gov E -mail Contractor Registration Number SHINNMI060QP Specific Object Location: Loading Dock 109 Type of Object: Storage Tank Pressure Vessel or Boiler Pressure Vessel National Board Number 14031 Serial / Other Number 22084 ASME Stamp / Standard Symbol U - Unfired PV Manufacturer South Gate Engineering Year Built 2011 Input (BTU/KW) Max Allowable Working Pressure 125 Vessel Size (Sq Ft / HS) 2056 Gallons Number of Safety Valves 1 Safety Valve Set Pressure 50 Q/ Y?t)azio Comments: 1 certify that the work to be performed under this notification will be done in accordance with the Boiler and Unfired Pressure Vessels Law RCW 70.79 and WAC 296- Chapter 104. Date 5/23/12 Installer name Shinn Mechanical Installer Signature (not required if sent electronically) For L &I use Only: Permission is hereby given to do the above work, subject to compliance with the Boiler and Unfired Pressure Vessel Law RCW 70.79 and WAC 296 - Chapter 104. Date Permit Issued 5/24/12 Verified by Kp Call Tim Swanson At 206 953 3777 Jun 1 r 0 — 1. 2 . /^} D �f ! s ecti ' /� Inspecti� a Issue Ce 'ficate Dat / Inspect. • a Inspecto ': Signature Department of Labor & Industries Boiler Section PO Box 44410 Olympia, WA 98504 -4410 Phone: 360- 902 -6400 Fax: 360 - 902 -5292 E -mail: Boiler @lni.wa.gov http://Boilers.lni.wa.gov BOILER / PRESSURE VESSEL INSTALLATION OR REINSTALLATION PERMIT 1 Permit per Object Link to form instructions Link to fees For L &I Use only PERMIT NUMBER: 455 NOTE: The Owner /Designee is responsible for notifying the inspector or Labor & Industries when inspections are needed. All inspection costs and fees will be invoiced following inspection and are the responsibility of the Owner. INSPECTOR – Complete this section Boiler /Pressure Vessel Information y /HIS NOTICE SHALL BE P(SSTED BY THE VESSEL F620- 032 -000 boiler /pressure vessel installation or reinstallation permit 02 -2011 Ower /Agent J�fi��r1Z /l1Gim c4 Date Date .5/3/// L Co ff!! t N t � 12i ate Address �^ f'q gOZ 90 - J g&ttf, tit/4 98(332 'iii elephone y9S -do3 -98o0 FAX laS 2o3 - 4 ,80/ Email f� ki 7 �j 64;4 , _ P1.4 State number (cation of $oiler /Pressure Vessel if different from Owner /Agent's address Brn 7? 4- S/7a/ - I8$a0 ©n'ir- Al S 7v4w c44 9Q /g' Egf Owner /Agent 1191(;1 ❑ Disapprove Sig • .. oiler Inspector [pprove ❑ Disapprove S' Ina - � .7 �- — Comments 0.e.CSe_( 7(59 Approved variance documented in Jurisdiction On -Line Department of Labor and Industries Boiler Section PO Box 44410 Olympia WA 98504 -4410 PHONE (360) 902 -6400 FAX (360) 902 -5292 http://Boilers.lni.wa.gov Type of variance Description of Requested Variance ❑ Boiler Da Pressure Vessel F620- 041 -000 boiler and pressure vessel clearance variance request 08 -2007 BOILER/PRESSURE VESSEL CLEARANCE VARIANCE REQUEST WAC 296 -104 -255 Installation — required clearances for boilers? WAC 296 - 104 -260 Installation — clearances for unfired pressure vessels Diagram/Photo of Installation (Must provide actual dimensions for variances regarding clearance) Attach additional pages if required 1.) Meets manufactures required clearances 2.) Does not block or hinder and maintenance or inspections access points of item or surrounding items. 3.) Does not interfere or prevent or hinder any safety devices from being used as directed 4.) Representative from Manufacture with the Authority for approving the installation has submitted approval for this installation or manufactures letter head. signed, dated, with their position or title. 5.) Owner and/ or User has been notified and agrees to the installation ( sign below) Both Owner /Agent and Boiler Inspector approval required on all variances. ' • CONTRACTOR/OWNER Complete all fields in this box down to the installer's name and signature Installer / Contractor Owner / Billing Location Object Location Name Shinn Mechanical Name King County Dept. Of Natural Resources - Solid Waste Name Bow Lake Recycling & Transfer Station Street 18802 80"' Ave. S Street 201 S Jackson St., Suite 701 Street 18800 Orillia Rd. S City, State, Zip Kent, Wa 98032 City, State, Zip Seattle, Wa 98104 City, State, Zip Tukwila, Wa 98188 Contact Name/Title Jake Smith / Project Manager Contact Name/Title Tom Creegan Contact Name/Title Phone 425- 203 -9800 Phone 206- 263 -6476 Phone • Fax 425- 203 -9801 Fax 206 - 296 -8431 Fax E - mail Jakes @Shinnmech.Com E - mail tom.creegan@kingcounty.gov E - mail Contractor Registration Number SHINNMI060QP Specific Object Location: Mech. Room 118 Type of Object: Storage Tank Pressure Vessel or Boiler Pressure Vessel National Board Number 14037 Serial / Other Number 22085 ASME Stamp / Standard Symbol U - Unfired PV Manufacturer South Gate Engineering Year Built 2011 Input (BTU/KW) Max Allowable Working Pressure 125 Vessel Size (Sq Ft / HS) 485 Gallons Number of Safety Valves 1 Safety Valve Set Pressure 50 ce p i 7 Q tux) Comments: I certify that the work to be performed under this notification will be done in accordance with the Boiler and Unfired Pressure Vessels Law RCW 70.79 and WAC 296- Chapter 104. Date 5/23/12 Installer name Shinn Mechanical Installer Signature (not required if sent electronically) For L &I use Only: Permission is hereby given to do the above work, subject to compliance with the Boiler and Unfired Pressure Vessel Law RCW 70.79 and WAC 296 - Chapter 104. Date Permit Issued 5/24/12 Verified by Kp Call Tim Swanson At 206 953 3777 When Ready For The Inspection Junk / d� c 'on # 2 De� f ectio !� Inspectio a Issue Certificate Date / - Z Inspector' Name ye . 4 .wt/565fts-/ Inspector's ' ,;, t_ �� Department of Labor & Industries Boiler Section PO Box 44410 Olympia, WA 98504 -4410 Phone: 360- 902 -6400 Fax: 360 - 902 -5292 E -mail: Boiler @lni.wa.gov http://Boilers.lni.wa.gov BOILER / PRESSURE VESSEL INSTALLATION OR REINSTALLATION PERMIT 1 Permit per Object Link to form instructions Link to fees For L&I Use only PERMIT NUMBER: 456 NOTE: The Owner/Designee is responsible for notifying the inspector or Labor & Industries when inspections are needed. • All inspection costs and fees will be invoiced following inspection and are the responsibility of the Owner. INSPECTOR — Complete this section Boiler /Pressure Vessel Information THIS NOTICE SHALL BE POSTED -BY THE VESSEL F620 032 - 000 boiler /pressure vessel installation or reinstallation permit 02 -2011 Contractor Owner 'Location,of'instaIlation, if different Name Hawk Mechanical Contractors, Inc. . Name King County Dept. Of Natural Resources - Said Waste Name Bow Lake Recycling & Transfer Station Street 17220 W Main Street Street 201 S. Jackson St. Suite 701 Street • 18800 Orillia Rd. S City, State, Zip Monroe, WA 98272 City, State, Zip Seattle, Wa 98104 , City, State; Zip ' Tukwila, Wa 98188 Contact Name/Title Chad Christensen Contact Name/Title Tom Creegan Contact Name/Title Phone 360- 794 -8783 Phone 206 -263 -6476 Phone Fax 360- 805 -9321 Fax 206- 296 -8431 Fax E-mail • Cchristensen @Hawkmechanical.Com E -mail Tom.CreegangKingcounty.Gov E -mail Contractor UBI Number 601728226 • Boiler ■a Pressure Vessel Location of vessel in building Riser Room 105 (Det -T1) 1 Water Heater • I certify that I will perform the work described above in accordance with: Boiler and Unfired Pressure Vessel Laws RCW 70.79 and WAC 296- Chapter 104. No payment required now. We will bill you after the inspection. Contractor or Owner Signature (not required if sent electronically) Contractor or Owner: Print Name Chad Christensen Date 5/30/12 Juris ction # 7/12 Date f nspection 3 f j ,2r . Ins on Type Ext ❑ Int I C es ❑No NCR ❑Yes [ f o ertificate Dura �❑ 12 mo 4 mo Spe Location of Object / /Z.s,l i2 , e /t National Board # Serial / Othe Number a 7// t ov33 Z ASME /O� Symbol v� nufacturer des i2 , / T of Object `� 4f # Object Use #4...5 Year Built 2o /7 Fue Type &. Input (BTU/KW) 3o %</ MAWP J ✓Z Max Temp MDMT Vessel Size(Sq Ft /HS) // 9 Number of SV ( SV Pressure /.sz.) SV Capacity (units) -Vvr'r/,,476/ Inspector' Nam Lc) Comments: Inspector' 1e. ature WA Commission Number � 4. �V .. � Date Permit Issued Your Inspector will be: Authorized Inspection Agency Phone Verified by Comments /Special instructions for Inspector: Department of Labor and Industries Boiler Section PO Box 44410 Olympia, WA 98504 -4410 Phone: 360 - 902 -6400 Fax: 360- 902 -5292 Email: Boiler @lni.wa.gov http://Boilers.lni.wa.gov Section A. Contractor or Owner applying for permit completes shaded Section A. only♦ Section B. L &I Boiler Section completes this section when assigning inspector • Section C. Inspector — Object inspection information • F620- 032 -000 boiler /pressure vessel water heater installation or reinstallation permit 04 -2012 BOILER / PRESSURE VESSEL WATER HEATER INSTALLATION OR REINSTALLATION PERMIT Submit one Permit for each object installed Link to form instructions For L &I Use only PERMIT NUMBER: THIS NOTICE SHALL BE POSTED BY THE VESSEL Contractor Owner Location of installation, if different Name Hawk Mechanical Contractors, Inc. Name King County Dept. Of Natural Resources - ,Solid Waste Name Bow Lake Recycling & Transfer Station Street 17220 W Main Street Street 201 S. Jackson St. Suite 701 Street "'' 18800 Orillia Rd: S City, State, Zip Monroe, WA 98272 City, State, Zip Seattle, Wa 98104 City, State, Zip Tukwila, Wa 98188 Contact Name/Title Chad Christensen Contact Name/Title Tom Creegan Contact Name/Title Phone 360- 794 -8783 Phone 206- 263 -6476 Phone Fax 360 -805 -9321 Fax . 206 - 296 -8431 Fax E -mail Cchristensen@Hawkmechanical.Co m E -mail - Tom.CreegangKingcounty.Gov E -mail Contractor UBI Number 601728226. • Boiler • Pressure Vessel Location of vessel in building Tso Riser Room 105 (Wh -T1) ►e74 Water Heater • .I certify that I will perform the work described above in accordance with Boiler and Unfired Pressure Vessel Laws RCW 70.79 and WAC 296- Chapter 104. No payment required now. We will bill you after the inspection. Contractor or Owner Signature (nor required if sent electronically) Contractor or Owner: Print Name Chad Christensen Date 5/30/12 Jurisdiction # 7,y -1, Date of Inspection 3/ �L. Inspection T pe Int I Cer s No NCR ❑ Y s [�12 tiicate Duration Specific 135 n of Object D National Board # �—' Serial / 014r Number c M a 3 ASME /Other Symbol r✓(< Manufacturer /e; 2�cl Typ6 Object �Z 4/f�- Object Use /Ai ■s Year Built 2-off Fie pe Input (BTU W) M; WP (J Max Temp MDMT VesselSie (S q Ft /HS) / Number of SV i / SV Preuy CJ V Capacity (units) Ins e ' ' me • r f VG.J .r.t./ Inspector's S' a : e A / Commission N / umber Comments: ✓ Date Permit Issued Your Inspector will be: Authorized Inspection Agency Phone Verified by Comments /Special instructions for Inspector: Department of Labor and Industries Boiler Section PO Box 44410 Olympia, WA 98504 -4410 Phone: 360- 902 -6400 Fax: 360 -902 -5292 Email: Boiler®lni.wa.gov http: /Boilers.lni.wa.gov Section A. Contractor or Owner BOILER / PRESSURE VESSEL WATER HEATER INSTALLATION OR REINSTALLATION PERMIT Submit one Permit for each object installed Link to form instructions For L &I Use only PERMIT NUMBER: applying for permit completes shaded Section A. only• Section B. L&I Boiler Section completes this section when assigning inspector • Section C. Inspector — Object inspection information • THIS NOTICE SHALL BE POSTED BY THE VESSEL F620- 032 -000 boiler /pressure vessel water heater installation or reinstallation permit 04 -2012 Contractor Owner Location of installation, if different Name Hawk Mechanical Contractors, Inc.. Name King County Dept: Of Natural . Resources - Solid Waste Name Bow Lake Recycling & Transfer Station, Street 17220 W Main Street S 201 S. Jackson St. Suite 701 Street ' 188000rillia Rd. S City, State, Zip Monroe, WA 98272 City, State; Zip Seattle; Wa 98104 City, State, Zip Tukwila, : Wa 98188 Contact Name/Title Chad Christensen . Contact Name/Title Tom Creegan ContactName/Title Phone 360 -794 -8783 Phone 206 -263 -6476 Phone Fax 360 - 805 - 9321 Pax 206- 296 -8431 Fax -E -mail • ' • Cchristensen @Hawkmechanical.Com E =mail • Tom.Creegan@Kingcounty:Gov • E -mail - - Contractor UBI Number 601728226 i Boiler 0 Pressure Vessel Location of vessel in building Tso Room C06 (Et -T4) • Water Heater •Y. I certify that I will perform the work described above in accordance with: Boiler and Unfired Pressure Vessel Laws RCW 70.79 and WAC 296- Chapter 104. No payment required now. We will bill you after the inspection. Contractor or Owner Signature (not required if sent electronically) Contractor or Owner: Print Name Chad Christensen Date 5/30/12 Jurisdiction #7/ 2 t -Date k/ of Inspection 3/ 1.G Inspec ' ype xt ❑ Int Issue C es ❑No NCR ❑Yes o ficate Dura ❑ 12 mo 4 mo Sp cific Loca of Object �e...40 W Natio lB Board # Serial / Other Number ASME/ ther Symbol Manuf turtpr o it A.) t,✓d T e of bjec j .r#•6i� Object Use - Year Built 20/( Fuel Type .—.— Input (BTU/KW) MA 2-00 Max Temp MDMT Vessel Size(Sq Ft /H S) � � d / 'f Number of SV c1 SV Pressure SV Capacity (units) Insp to 's Na W4 Amt N SOS Ins . e r'"� __ WA Commission Number / / //(r 4/ Comm nts: �y� jail ,(� V V' 1 0 t�c "" t Ate c his 6)(.../A945.- Date Permit Issued Your Inspector will be: Authorized Inspection Agency Phone Verified by Comments /Special instructions for Inspector: Department of Labor and Industries Boiler Section PO Box 44410 Olympia, WA 98504 -4410 Phone: 360- 902 -6400 Fax: 360 - 902 -5292 Email: Boiler @lni.wa.gov http: /Boilers.lni.wa.gov BOILER / PRESSURE VESSEL WATER HEATER INSTALLATION OR REINSTALLATION PERMIT Submit one Permit for each object installed Link to form instructions For L &I Use only PERMIT NUMBER: J Section A. Contractor or Owner applying for permit completes shaded Section A. only♦ Section B. L&I Boiler Section completes this section when assigning inspector • Section C. Inspector - Object inspection information • THIS NOTICE SHALL BE POSTED BY THE VESSEL F620- 032 -000 boiler /pressure vessel water heater installation or reinstallation permit 04 -2012 Contractor Owner Location of installation, if different Name Hawk Mechanical Contractors, Inc. . Name King County Dept. Of Natural Resources - Solid Waste Name Bow Lake Recycling & Transfer Station Street 17220 W Main Street Street 201 S. Jackson St. Suite 701 Street 18800 Orinia Rd. S City, State, Zip Monroe, WA 9 City; State, Zip Seattle, Wa 98104 City,'State,"Zip Tukwila, Wa 98188 Contact Naine!Title Chad. Christensen Contact Name/Title Tom Creegan Contact Name/Title Phone 360- 794 -8783 • Phone 206- 263 -6476 Phone Fax 360- 805.9321 Fax . 206- 296 -8431 Fax E-mail • Cchristensen @Hawkmechanical.Com E -mail - Tom.Creegan(a?Kingcounty.Gov E -mail • Contractor UBI Number 601728226 • Boiler • Pressure Vessel Location of vessel in building Tso Riser Room 105 (Wh -T2) C? Water Heater v I certify that I will perform the work described above in accordance with: Boiler RCW 70.79 and WAC 296 - Chapter 104. No payment required now. We will bill you and Unfired Pressure Vessel Laws after. the inspection. Contractor or Owner Signature (not required ifsent etectronicatiy) Contractor or Owner: Print Name Chad Christensen Date 5/30/12 Jurisdictio # 7/%/,s— /,2.&i Date of Inspection 3 /�j /Z Inspection Ty ❑ Ext nt Issue es ❑No NCR Yes tificate Duration 0 12 mo 4' �f o Specific Location of Object National Board # Serial / Other Number ASM they Symbol Ma facturer Type f Object Object Use Year Built Fuel Type nput (BTU/KW) MAN VP 'ZvZ/ Max Temp MDMT Vessel Size(Sq Ft /HS) / U, G Numbef of SV / SV Pressure /7J SV Capacity (units) /J - 70' e __ Ins me �Gt� -1.1 Inspec or's Signa 1 A Commission Number /, Er Date Permit Issued Your Inspector will be: Authorized Inspection Agency Phone Verified by Comments /Special instructions for Inspector: Department of Labor and Industries Boiler Section PO Box 44410 Olympia, WA 98504 -4410 Phone: 360 - 902 -6400 Fax: 360 - 902 -5292 Email: Boiler @lni.wa.gov http://Boilers.lni.wa.gov BOILER / PRESSURE VESSEL WATER HEATER INSTALLATION OR REINSTALLATION PERMIT Submit one Permit for each object installed Link to form instructions For L &I Use only PERMIT NUMBER: I I Section A. Contractor or Owner applying for permit com shaded Section A. onl Section B. L&I Boiler Section completes this section when assigning inspector • Section C. Inspector — Object inspection information V THIS NOTICE SHALL BE POSTED BY THE VESSEL F620- 032 -000 boiler /pressure vessel water heater installation or reinstallation permit 04 -2012 PART 1 — GENERAL 1.01 SUMMARY SECTION 22 0553 IDENTIFICATION FOR PLUMBING PIPING AND EQUIPMENT A. Section includes the following: 1. Equipment Labels 2. Valve Tags 3. Warning Signs and Labels 4. Pipe Labels 5. Control Descriptor Labels B. Related Sections: 1. 22 0529 — Hangers and Supports for Plumbing 1.02 REFERENCES A. Comply with the requirements of Section 01095 — Reference Standards as listed herein. The following is a list of standards: 1.03 SUBMITTALS A. General: Submit the following in accordance with Section 00700 — General Terms and Conditions, Article 4.4 — Submittals, and Section 01330 — Submittal Procedures. 1. Submit a list of all proposed Tags and Labels. B. Leadership in Energy and Environmental Design (LEED) Documentation: Submit the following in accordance with Section 01813 — Sustainability Requirements: 1. Completed LEED VOC Submittal Form. C. Approval Submittals: 1. Product Data: For each type of product indicated. 2. Samples: For color, letter style, and graphic representation required for each identification material and device. 3. Equipment Label Schedule: Include a listing of all equipment to be labeled with the proposed content for each label. 4. Valve numbering scheme. 5. Valve Schedules: For each piping system to include in maintenance manuals. D. Quality Assurance Submittals: 1. Comply with provisions of Section 01430 — Quality Assurance and Control and the requirements of this Section. E. Closeout Submittals: 1. O &M Manual content: Provide O &M manual documentation as required by Section 01730 — Operations and Maintenance Manuals. C00405C09 §22 0553 -1/5 BLRTS - rev. 05/11/2010 IDENTIFICATION FOR PLUMBING PIPING AND EQUIPMENT RECEIVE MAY 12 2010 PERMIT CENTER 1.04 DELIVERY, STORAGE, AND HANDLING A. Comply with Section 01600 — Product Requirements. 1.05 COMMISSIONING A. The Work of this Section shall include the Contractor's labor and materials for participation in the Commissioning Activities (Cx) as a Commissioning Team Member (CxT) as required by Section 01950 — Commissioning Requirements. PART 2 — PRODUCTS 2.01 EQUIPMENT LABELS A. Plastic Labels for Equipment: 1. Material and Thickness: Multilayer, multicolor, plastic labels for mechanical engraving 1/8 inch thick, and having predrilled holes for attachment hardware. 2. Letter Color: Black. 3. Background Color: White. 4. Maximum Temperature: Able to withstand temperatures up to 160 deg F. 5. Minimum Label Size: Length and width vary for required label content, but not less than 2 -1/2 by 3/4 inch. 6. Minimum Letter Size: 1/4 inch for name of units if viewing distance is less than 24 inches, 1/2 inch for viewing distances up to 72 inches, and proportionately larger lettering for greater viewing distances. Include secondary lettering two - thirds to three - fourths the size of principal lettering. 7. Fasteners: Stainless -steel rivets, self- tapping screws or size 1/0 plumbers brass safety chain. 8. Adhesive: Contact -type permanent adhesive, compatible with label and with substrate. B. Label Content: Include equipment's Drawing designation or unique equipment number. C. Equipment Label Schedule: For each item of equipment to be labeled, on 8- 1 /2 -by- 11 -inch (A4) bond paper. Tabulate equipment identification number and identify Drawing numbers where equipment is indicated (plans, details, and schedules), plus the Specification Section number and title where equipment is specified. Equipment schedule shall be included in operation and maintenance data. 2.02 VALVE TAGS A. Plastic Labels for Valves: 1 Material and Thickness: Multilayer, multicolor, plastic labels for mechanical engraving 1/8 inch thick, and having predrilled holes for attachment hardware. 2. Letter Color: Black. 3. Background Color: White. 4. Maximum Temperature: Able to withstand temperatures up to 160 deg F. 5. Minimum Tag Size: 2 -1/2 by 3/4 inch. C00405C09 §22 0553 — 2/5 BLRTS - rev. 05/11/2010 IDENTIFICATION FOR PLUMBING PIPING AND EQUIPMENT 6. Minimum Tag Size: 1/4 inch 7. Fasteners: size 1/0 plumbers brass safety chain. B. Label Content: Valve ID number and descriptor. C. Valve Tag Schedules: For all tagged valves, on 8- 1/2 -by -11 -inch (A4) bond paper. Tabulate valve tag numbers and identify Drawings where valves are indicated. Valve Tag Schedules shall be included in operation and maintenance data. 2.03 WARNING SIGNS AND LABELS A. Material and Thickness: Multilayer, multicolor, plastic labels for mechanical engraving, 1/8 inch thick, and having predrilled holes for attachment hardware. B. Letter Color: White C. Background Color: Red D. Maximum Temperature: Able to withstand temperatures up to 160 deg F. E. Minimum Label Size: Length and width vary for required label content, but not less than 2 -1/2 by 3/4 inch. F. Minimum Letter Size: 1/4 inch for name of units if viewing distance is less than 24 inches, 1/2 inch for viewing distances up to 72 inches, and proportionately larger lettering for greater viewing distances. Include secondary lettering two- thirds to three - fourths the size of principal lettering. .G. Fasteners: Stainless -steel rivets or self- tapping screws. H. Adhesive: Contact -type permanent adhesive, compatible with label and with substrate. I. Label Content: Include caution and warning information, plus emergency notification instructions. 2.04 PIPE LABELS A. General Requirements for Manufactured Pipe Labels: Preprinted, color -coded per ANSI Color Code Standards, with lettering indicating service, and showing flow direction. B. Pre - tensioned Pipe Labels: Pre - coiled, semi -rigid plastic formed to fully cover the circumference of pipe and to attach to pipe without fasteners or adhesive. C. Self- Adhesive Pipe Labels: Printed plastic with contact -type, permanent- adhesive backing. D. Pipe 'Label Contents: Include identification of piping service using same designations or abbreviations as used on Drawings, pipe size, and an arrow indicating flow direction. 1. Flow- Direction Arrows: Integral with piping system service lettering to accommodate both directions or as separate unit on each pipe label to indicate flow direction. 2.05 CONTROL DESCRIPTOR LABELS A. Material and Thickness: Multilayer, multicolor, plastic labels for mechanical engraving, 1/8 inch thick, and having predrilled holes for attachment hardware. C00405C09 §22 0553 — 3/' ` ECEO VE BLRTS - rev. 05/11/2010 IDENTIFICATION FOR PLUMBING PIPING AND EQUIPMENT MAY 12 2010 CENTER B. Letter Color: Black C. Background Color: White D. Maximum Temperature: Able to withstand temperatures up to 160 deg F. E. Minimum Label Size: Length and width vary for required label content, but not less than 2 -1/2 by 3/4 inch. F. Minimum Letter Size: 1/4 inch G. Fasteners: Stainless -steel rivets or self- tapping screws. H. Adhesive: Contact -type permanent adhesive, compatible with label and with substrate. I. Label Content: Identifying description and function of control equipment as specified under Section 23 0923 — Direct Digital Controls Control Building Automation System. PART 3 — EXECUTION 3.01 EXAMINATION A. Verify conditions are satisfactory to receive Work of this Section. Do not commence Work until unsatisfactory conditions have been corrected. B. Beginning Work constitutes acceptance of conditions. 3.02 PREPARATION A. Field Measurements: Verify on job before beginning Work. B. Clean piping and equipment surfaces of substances that could impair bond of identification devices, including dirt, oil, grease, release agents, and incompatible primers, paints, and encapsulants. 3.03 INSTALLATION A. Install system in accordance with applicable codes and regulations, manufacturer's written instructions, and this Section. B. Equipment Label Installation: 1. Install or permanently fasten labels on each major item of mechanical equipment. 2. Locate equipment labels where accessible and visible. 3. Where equipment is located in non - heated areas or exterior locations, labels shall be attached with stainless steel screws or rivets. C. Pipe Label Installation: 1. Locate pipe labels where piping is exposed or above accessible ceilings in finished spaces; machine rooms; accessible maintenance spaces such as shafts, tunnels, and plenums; and exterior exposed locations as follows: a. Near each valve and control device. b. Near each branch connection, excluding short takeoffs for fixtures and terminal units. Where flow pattern is not obvious, mark each pipe at branch. c. Near penetrations through walls, floors, ceilings, and inaccessible enclosures. C00405C09 §22 0553 - 4/5 BLRTS - rev. 05/11/2010 IDENTIFICATION FOR PLUMBING PIPING AND EQUIPMENT d. At access doors, manholes, and similar access points that permit view of concealed piping. e. Near major equipment items and other points of origination and termination. f. Spaced at maximum intervals of 50 feet along each run. Reduce intervals to 20 feet in areas of congested piping and equipment. g. On piping above removable acoustical ceilings. Omit intermediately spaced labels. END OF SECTION 22 0553 C00405C09 §22 0553 — 5/5 BLRTS - rev. 05/11/2010 IDENTIFICATION FOR PLUMBING PIPING AND EQUIPMENT RECEIVE MAY 12 2010 PERMIT CENTER PART 1 - GENERAL 1.01 SUMMARY A. Section includes the following: 1. Sheet metal ductwork and plenums 2. Duct sealing 3. Duct sleeves and collars 4. Flexible duct 5. Acoustical duct lining 6. Condensate drain pans 7. Duct cleaning and testing B. Related Sections: 1. 09 9100 - Painting 2. 23 0700 - HVAC Insulation 3. 23 0593 - Testing, Adjusting, Balancing for Mechanical 4. 23 3300 - Air Duct Accessories 5. 23 3700 - Air Outlets and Inlets 6. 23 4100 - Particulate Air Filtration 1.02 REFERENCES A. Comply with the requirements of Section 01095 - Reference Standards and as listed herein. The following is a list of standards referenced in this Section: 1. American Society of Civil Engineers (ASCE /SEI) 7 - Minimum Design Loads www. sei nstitute. orq 2. American Society of Heating, Refrigeration and Air Conditioning Engineers — (ASHRAE) wwwashrae.orq: a. ASHRAE 62.1 - Ventilation for Acceptable Indoor Air Quality. • b. ASHRAE 90 -1 - Energy Standards for Buildings Except Low -Rise Residential Buildings. 3. American Society of Testing and Material (ASTM) _www.astrn or2: a. ASTM A 36 - Standard Specification for Carbon Structural Steel. b. ASTM A 492 - Standard Specification for Stainless Steel Rope Wire c. ASTM A 603 - Standard Specification for Zinc- Coated Steel Structural Wire Rope. C00405C09 SECTION 23 3113 HVAC METAL DUCTS BLRTS - rev. 05/11/2010 §23 3113 — 1/22 HVAC METAL DUCTS ECM/ED MAY 122010 PERMIT CENTER d. ASTM A 653 — Standard Specification for Steel Sheet, Zinc - Coated (Galvanized) or Zinc -Iron Alloy- Coated by the Hot Dip Process. e. ASTM A 1008 — Standard Specification for Steel, Sheet, Cold- Rolled, Carbon, Structural, High Strength Low- Alloy, High Strength Low -Alloy with Improved Formability, Solution Hardened and Bake Hardenable. f. ASTM C 916 — Standard Specification for Adhesives for Duct Thermal Insulation. g. ASTM C 920 — Standard Specification for Elastomeric Joint Sealants. h. ASTM C 1071 — Standard Specification for Fibrous Glass Duct Lining Insulation (Thermal and Sound Absorbing Material). i. ASTM D 3363 — Standard Test Method for Film Hardness by Pencil Test. 4. American Welding Society (AWS) www aws org: a. AWS D1.1 — Structural Welding Code — Steel b. AWS 01.2 — Structural Welding Code — Aluminum c. AWS D9.1 — Sheet Metal Welding Code 5. North American Insulation Manufacturers Association (NAIMA) —AH124 Fibrous Glass Duct Liner Standard_. www.naima ory. 6. National Fire Protection Association (NFPA) www nhpa °Lg a. NFPA 90A — Standard for the Installation of Air - Conditioning and Ventilating b. NFPA 90B — Standard for the Installation of Warm Air Heating and Air - Conditioning Systems 7. Sheet Metal and Air Conditioning Contractor's National Association (SMACNA)_. www,srr 3cna or,g: a. HVAC Duct Construction Standards — Metal and Flexible b. Round Industrial Duct Construction Standards 8. Underwriters Laboratories (UL) 723 — Test for Surface Burning Characteristics of Building Material. 1.03 GENERAL REQUIREMENTS A. The Contractor shall demonstrate that HVAC metal ducts and accessories meet the requirements of the Contract Documents and applicable codes. B. This responsibility includes preparation of shop drawings and engineering (calculations) by a Qualified Professional Engineer. 1.04 DEFINITIONS AND ACRONYMS A. AWS — American Welding Society B. EPDM — Ethylene Propylene Diene Monomer C. HEPA — High Efficiency Air Particulate D. NADCA — National Air Duct Cleaners Association E. NRTL — Nationally Recognized Testing Laboratories C00405C09 §23 3113 — 2122 BLRTS - rev. 05/11/2010 HVAC METAL DUCTS F. RIDCS - Round Industrial Duct Construction Standards G. VOC - Volatile organic compound 1.05 PERFORMANCE REQUIREMENTS A. Duct System: Duct construction, including sheet metal thicknesses, seam and joint construction, reinforcements, and hangers and supports, shall comply with SMACNA's "HVAC Duct Construction Standards - Metal and Flexible ", "Round Industrial Duct Construction Standards" and performance requirements and criteria indicated in "Duct Schedule" Article. B. Structural Performance: Duct hangers and supports and seismic restraints shall withstand the effects of gravity, wind and seismic loads and stresses within limits and under conditions described in SMACNA's "HVAC Duct Construction Standards - Metal and Flexible ", "Round Industrial Duct Construction Standards" and ASCE /SEI 7. C. Wind- Restraint Loading (exterior ductwork): 1. Basic Wind Speed: 85 mph, Exposure B, I = 1.15. 2. Building Classification Category: IV. 3. Minimum 25 lb /sq. ft. multiplied by the maximum area of the HVAC component projected on a vertical plane that is normal to the wind direction, and 45 degrees either side of normal. D. Seismic- Restraint Loading: 1. Site Class as Defined in the IBC: D. 2. Building Occupancy Category as Defined in the IBC: IV. a. Component Importance Factor: 1.5. b. Component Response Modification Factor: per ASCE 7 -05 Table 13.6 -1, "Seismic Coefficients for Mechanical and Electrical Components ". c. Component Amplification Factor: per ASCE 7 -05 Table 13.6 -1, "Seismic Coefficients for Mechanical and Electrical Components ". d. Design Spectral Response Acceleration at Short Periods (0.2 Second): S = 1.38. 3. Design Spectral Response Acceleration at 1- Second Period: S = 0.47. E. Exposed rooftop ductwork on the Transfer Building will exceed twenty (20) feet support spacing. Duct selection for the support spacing indicated on the Contract Drawings shall comply with the requirements of the Round Industrial Duct Construction Standards, Chapter 8 or Chapter 11 using the RIDCS software or through manual calculation methods as supported by RIDCS Chapters 4 through 7. F. Airstream Surfaces: Supply, return and outside air duct surfaces in contact with the airstream shall comply with requirements in ASHRAE 62.1. 1.06 SUBMITTALS A. General: Submit the following in accordance with Section 00700 - General Terms and Conditions, Article 4.4 - Submittals, and Section 01330 - Submittal Procedures. C00405C09 §23 3113 — 3/22 BLRTS - rev. 05/11/2010 HVAC METAL DUCTS ECBVED MAY 12 2010 PERMIT CENTTEF C00405C09 §23 - 4/22 BLRTS - rev. 05/11/2010 HVAC METAL DUCTS B. Leadership in Energy and Environmental Design (LEED) Documentation: Submit the following in accordance with Section 01813 - Sustainability Requirements: 1. Completed LEED VOC Submittal Form. 2. Product Data for Prerequisite EQ 1: Documentation indicating that duct systems comply with ASHRAE 62.1, Section 5 - "Systems and Equipment." 3. Product Data for Prerequisite EA 2: Documentation indicating that duct systems comply with ASHRAE /IESNA 90.1, Section 6.4.4 - "HVAC System Construction and Insulation." 4. Leakage Test Report for Prerequisite EA 2: Documentation of work performed for compliance with ASHRAE /IESNA 90.1, Section 6,4.4.2.2 - "Duct Leakage Tests." 5. Duct - Cleaning Test Report for Prerequisite EQ 1: Documentation of work performed for compliance with ASHRAE 62.1, Section 7.2.4 - "Ventilation System Start -Up." 6. Product Data for Credit EQ 4.1: For adhesives and sealants, documentation including printed statement of VOC content. C. Approval Submittals: 1. Shop Drawings: a. Fabrication, assembly, and installation, including plans, elevations, sections, components, and attachments to other work. b. Factory- and shop - fabricated ducts and fittings. c. Duct layout indicating sizes, configuration, liner material, and static - pressure classes. d. Elevation of top of ducts. e.. Dimensions of main duct runs from building grid lines. f. Fittings. g. Reinforcement and spacing. h. Seam and joint construction. i. Penetrations through fire -rated and other partitions. j. Equipment installation based on equipment being used on Project. k. Locations for duct accessories, including dampers, turning vanes, and access doors and panels. I. Hangers and supports, including methods for duct and building attachment, seismic restraints, and vibration isolation. 2. Duct Support and Submittal: a. Sheet metal thicknesses. b. Joint and seam construction and sealing. c. Reinforcement details and spacing. d. Materials, fabrication, assembly, and spacing of hangers and supports. 1.07 e. Engineering Calculations: Calculations, including analysis data signed and sealed by the Qualified Professional Engineer responsible for their preparation for selecting hangers and supports, duct reinforcement and seismic restraints. 3. Coordination Drawings: Plans, drawn to scale, on which the following items are shown and coordinated with each other, using input from installers of the items involved: a. Duct installation in congested spaces, indicating coordination with general construction, building components, and other building services including but not limited to piping, conduit, and cable trays. Indicate proposed changes to duct layout. b. Suspended ceiling components. c. Structural members to which duct will be attached. d. Penetrations of smoke barriers and fire -rated construction. e. Items penetrating finished ceiling including, but not limited to, the following: 1) Lighting fixtures. 2) Air outlets and inlets. 3) Speakers. 4) Sprinklers. 5) Access panels. 6) Perimeter moldings. 7) Light tubes. D. Quality Assurance Submittals: 1. Comply with provisions of Section 01430 - Quality Assurance and Control and the requirements of this Section. 2. Welding certificates. 3. Field quality- control reports. E. Closeout Submittals: 1. O &M Manual content: Provide O &M manual documentation as required by Section 01730 - Operations and Maintenance Manuals. QUALITY ASSURANCE A. Contractor shall participate in preparation of MEP coordination shop drawing Submittal specified in Section 01330 - Submittal Procedures. B. Welding Qualifications: Qualify procedures and personnel according to AWS D1.1, "Structural Welding Code - Steel," for hangers and supports and AWS D9.1, "Sheet Metal Welding Code," for duct joint and seam welding. C. Welding Qualifications: Qualify procedures and personnel according to the following: 1. AWS D1 1, "Structural Welding Code - Steel," for hangers and supports.. 2. AWS D1 2, "Structural Welding Code - Aluminum," for aluminum supports. C00405C09 §23 3113 — 5/22 BLRTS - rev. 05/11/2010 HVAC METAL DUCTS ECE !! ED MAY 12 2010 T CENTER r PART 1 - GENERAL SECTION 23 3300 AIR DUCT ACCESSORIES 1.01 SUMMARY A. Section includes the following: 1. Combination Fire and Smoke Damper 2. Flexible Connections B. Related Sections: 1. 23 3113 - HVAC Metal Ducts 2. 28 3100 - Fire Detection and Alarm 1.02 REFERENCES A. Comply with the requirements of Section 01095 - Reference Standards as listed herein. The following is a list of standards: 1. National Fire Protection Association (NFPA) : www.nfpa.orq : a. NFPA 90A - Standard for the Installation of Air Conditioning and Ventilating Systems b. NFPA 92A - Standard for Smoke - Control Systems Utilizing Barriers and Pressure Differences c. NFPA 92B - Standard for Smoke Management Systems in Malls, Atria, and Other Large Spaces 2. Universal Listings (UL) : www.ul.com a. UL Standard 555 - Standard for Fire Dampers b. UL Standard 555S - Standard for Smoke Dampers 3. Air Movement and Control Association International, Inc. (AMCA) www.amca.orq 1.03 SYSTEM DESCRIPTION A. Fire and Smoke Damper: 1. Steel frame and blades providing point -of- origin fire containment. 1.04 SUBMITTALS A. General: Submit the following in accordance with Section 00700 - General Terms and Conditions, Article 4.4 - Submittals, and Section 01330 - Submittal Procedures. B. Approval Submittals: 1. Product data: a. Submit manufacturer's product data and installation instructions for each product specified in this Section. Product information shall include, but not be limited to the following: C00405C09 §23 3300 - 115 BLRTS - rev. 05/11/2010 AIR DUCT ACCESSORIES RECEIVED MAY 12 2010 PERMIT CENTER 1) UL Ratings 2) Leakage at rated operating conditions 3) Pressure drop at rated operating conditions 4) Maximum operating pressure 5) Materials 6) Construction 7) Dimensions 8) Installation details C. Quality Assurance Submittals: 1. Comply with provisions of Section 01430 — Quality Assurance and Control and the requirements of this Section. D. Closeout Submittals: 1. 0 & M Manual content: Provide O&M manual documentation as required by Section 01730 — Operation and Maintenance Manuals. 1.05 QUALITY ASSURANCE A. Test, rate and label dampers in accordance with latest UL requirements. 1.06 DELIVERY, STORAGE, AND HANDLING A. Comply with Section 01600 — Product Requirements. B. Deliver materials to site in manufacturer's original, unopened containers and packaging, with labels clearly indicating manufacturer and material. C. Store materials in dry indoor area D. Protect material from damage and in accordance with manufacturer's' instructions. E. Handle and lift dampers in accordance with manufacturer's instructions. F. Protect materials and finishes during handling and installation to prevent damage. 1.07 COMMISSIONING A. The Work of this Section shall include the Contractor's labor and materials for participation in the Commissioning Activities (Cx) as a Commissioning Team Member (CxT) as required by Section 01095 — Commissioning Requirements. PART 2 — PRODUCTS 2.01 ACCEPTABLE PRODUCTS A. Subject to compliance with requirements of the Contract Documents, Products of one of the following Manufacturers shall be incorporated in the Work of this Section 1. Combination Fire Smoke Damper: a. Ruskin Company Model FSD60C for corridor ceiling applications www.ruskin.com b. Ruskin Company Model FSD60 for rectangular duct applications. C00405C09 §23 3300 — 2/5 BLRTS - rev. 05/11/2010 AIR DUCT ACCESSORIES c. Ruskin Company Model FSDR25 for round duct applications up to 24 inch diameter. d. Or Approved Equal. 2. Ratings: a. Fire resistance: 1 -1/2 hours in accordance with UL555. b. Smoke rating: Leakage Class I Smoke Damper in accordance with UL555S. A Class I smoke damper leaks no more than 8 cubic feet per minute at 4 in. wg. differential pressure. c. Elevated Temperature Rating: 250° F. d. Air Flow Rating: 2000 fpm. e. Pressure Rating: 4 in wg. 3. Construction: a. Frame: FSD60 and FSD60C frames shall be 5 inches x minimum 16 gage roll formed, galvanized steel hat - shaped channel, reinforced at corners. Structurally equivalent to 13 gage U- channel type frame. FSDR25 frame shall be minimum 20 gage roll formed true round. b. Blades: 1) Style: Single skin with 3 longitudinal grooves. 2) Action: Opposed. 3) Orientation: Horizontal. 4) Material: Minimum 16 gage galvanized steel. 5) Width: Maximum 6 inches. c. Bearings: Self- lubricating stainless steel sleeve, turning in extruded hole in frame. C00405C09 BLRTS - rev. 05/11/2010 d. Seals: 1) Blade: Inflatable silicone fiberglass material to maintain smoke leakage rating to a minimum of 450° F and galvanized steel for flame seal to 1,900° F mechanically attached to blade edge (glue -on or grip type seals are not acceptable). e. Linkage: Concealed in frame. f. Axles: Minimum 1/2 inch diameter plated steel, hex - shaped, mechanically attached to blade. g. Mounting: Vertical and /or Horizontal subject to UL listing requirements. h. Temperature Release Device: Heat - Actuated, Quick Detect: 1) Close (in a controlled manner) and lock damper during test, smoke detection, power failure, or fire conditions through actuator closure spring. At no time shall actuator disengage from damper blades. ECEIVED §23 3300 — 3/5 MAY 12 2010 AIR DUCT ACCESSORIES PERMIT CENTER 2) Allow damper to be automatically and remotely reset after test or power failure conditions. After exposure to high temperature or fire, inspect damper before reset to ensure proper operation. 3) Controlled closing and locking of damper in 7 to 15 seconds to allow duct pressure to equalize. Instantaneous closure is not acceptable. i. Release Temperature: 165 degrees F. j. Actuator: 1) Type: Electric 120 V, 60 Hz, two- position, fail close. 2) Mounting: External. k. Duct Transition Connection: 1) A style — rectangular connection. 2) G style — rectangular connection, grille mounting angles at end of sleeve for grille. I. Finish: Mill galvanized. m. Duct Smoke Detector: Model DSDF, factory mounted, photoelectronic type. n. Provide factory sleeve. o. Mounting angles. Factory or field supplied. 2.02 SOURCE QUALITY CONTROL A. Factory Tests: Factory cycle damper and actuator assembly to assure proper operation. 2.03 FLEXIBLE CONNECTORS A. Acceptable Manufacturers for low pressure applications (plus or minus 2 inches w.g.): Ventfabrics, Duro Dyne, Ductmate Industries, or Approved Equal for low pressure applications. B. Acceptable Manufacturers for high pressure applications (Dust Collector Exhaust Fan): Mercer Rubber Co.: www.mercer- rubber.com, or Approved Equal for high pressure applications. PART 3 — EXECUTION 3.01 EXAMINATION A. Verify conditions are satisfactory to receive Work of this Section. Do not commence Work until unsatisfactory conditions have been corrected. B. Beginning Work constitutes acceptance of conditions. C. Inspect areas to receive dampers. D. Notify Engineer of conditions that would adversely affect installation or subsequent utilization of dampers. 3.02 PREPARATION A. Field Measurements: Verify on job before beginning Work. C00405C09 §23 3300 — 4/5 BLRTS - rev. 05/11/2010 AIR DUCT ACCESSORIES B. Coordinate installation with work of Section 28 3100 — Fire Detection and Alarm. 3.03 INSTALLATION A. Install system in accordance with applicable codes and regulations, manufacturer's written instructions, and this Section. B. Install dampers at locations indicated on Drawings and in accordance with manufacturer's UL approved installation instructions. C. Install dampers square and free from racking with blades running horizontally. Dust collector fan /motor shall be rotated by hand on a weekly basis from the time the fan /motor assembly is delivered to the project site or temporary storage location until time of system startup to protect fan /motor shaft from distortion. D. Do not compress or stretch damper frame into duct or opening. E. Handle damper using sleeve or frame. F. Do not lift damper using blades, actuator or jackshaft. G. Install bracing as needed. H. Install bracing for multiple section assemblies to support assembly weight and to hold against system pressure. I. Install access doors and labels in compliance with the IMC. J. Install flexible connectors between ductwork and inlet/outlet of rotating fans. Connections shall be installed to meet the pressure class for the system in which they are installed in conformance with SMACNA HVAC Duct Construction Standards. Provide with sufficient slack in connectors to match the movement provided by the vibration isolation devices. END OF SECTION 23 3300 ECEIVED ED MAY 12 2010 PEWIT CENTER C00405C09 §23 3300 — 5/5 BUTTS - rev. 05/11/2010 AIR DUCT ACCESSORIES Project jnfo Projed Address Bow take Recycling & Transfer Station - TBo Date 8/12/2009 18000 Orillia Road South For Building Department Use Tukwila, Washington Applicant Name: Tea mimosa, App8cant Address: 201 South Jaakson St, Suite 701, Seattle, Wa 98101 Applicant Phone: (205) 281 - 4476 ■ 2006 Washington State Nonresidential Energy Code Compliance Form P roject Summary PRJ -SUM 2000 Washington Slats Nonce Energy Code Compliance Fame Revised Juy 2007 MO9IO3 RECEIVED AUG 13 2009 PERMIT CENTER Fan Equipment Schedule Equip. ID Brand Name' Model No.' CFM Sp' HP/BHP Flow Control Location of Service Location Tukwila, Washington Applicant Name: Ton craagan. App6oe1t 201 South Jackson St, Suite 701, Seattle, W1 78 Applicant Phone: (204) 242-6476 Cooling Equipment Schedule Equip. ID Brand Name' Model No.' Capacity Btu/h Total CFM OSA CFM or Econo? SEER or EER IPLV' Location Tukwila, Washington Applicant Name: Ton craagan. App6oe1t 201 South Jackson St, Suite 701, Seattle, W1 78 Applicant Phone: (204) 242-6476 Heating Equipment Schedule Equip. ID Brand Name' Model No.' Capacity Btulh Total CFM OSA cfm or Econo? Input Btuh Output Btuh Efliolency' Tukwila, Washington Applicant Name: Ton craagan. App6oe1t 201 South Jackson St, Suite 701, Seattle, W1 78 Applicant Phone: (204) 242-6476 Project Info Project Address Sow Lake Ra.yoling a Transfer Station - TSO Data 8/12/2009 18800 oriuia Road South For Building Dept. Use Tukwila, Washington Applicant Name: Ton craagan. App6oe1t 201 South Jackson St, Suite 701, Seattle, W1 78 Applicant Phone: (204) 242-6476 Mechanical Summary 'MECH -SUM 2000 W..hhi Ecr Stilts Nonresidential Energy Cod. Compliance Fan. Project Description Briefly describe mechanical system type and features. Includes Plans 2006 Washington State Nonresidential Energy Code Compliance Form 'If available. 2 As tested according to Table 14-1A through 14-1G. ' If required. ' COP, HSPF, Combustion Efficiency, or AFUE, as applicable. 5 Flow control types: variable air volume(VAV), constant volume (CV), or variable speed (VS). Rwds.d My 2007 Hi/Ac 5`t'4tkPv 04CLODE(7) w4rc/t Alt 44E.4r pvisiPS UJATER TD 4.•l TL NEAT PV&Yip% (4 4/ L4.05TE NLAT FRowt Cdi. Pftcro,2S C P2OC(- 10) gtJAMAILY jE:LECTi2r 5CILf2 p,z eatGEe d ,"o VF�vy /c..4T/eA' 1 kEt/P 4 /2 51 STEAL data Jain isotes S�ie{ oa /K� 4 'F'4s ti rze zTioN Compliance Option O Simple System O CemPles System 0 Systems Analysis (See Decision Flowchart (over) for qualifications. Use separate MECH-SUM for simple 8 complex systems.) Equipment Schedules The following information Is required to be incorporated with the mechanical equipment schedules on the plans. For projects without plans, fin In the required Information below. System Description See Section 1421 for hdl description of Simple System qualifications. If Heating/Cooling o Ceding OsY • Constant von Split system? Air cooled? • Packaged sys? • <20,000 Stuh? Economizer included? 1 • K Heating Orly <5000 cfm? • <7096 outside air? 2006 Washington State Nonresidential Energy Code Compliance Form Mechanical Summary (back) M -SUM Decision Flowchart Use this flowchart to determine If project qualifies for Simple System Option. If not, either the Complex System or Systems Analysis Options must be used. Use Complex systems (sedan 1430) 'Complex Systems Refer to MECH -COMP Mechanical Complex Systems for assistance in determining which Complex Systems requirements are applicable to this project. -- Mechanical ; Complex 2008 Weshhip0on Stale NomsaentW Energy fade CampMance Systems; Checklist M,ECH -COMP Forms Revised July 2007 Proiect Address Bar Lake Reayoline a Transfer Station - T00 Date 8/12/2009 The following additional information Is necessary to check a mechanical permit application for a complex ce mechanical system for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Use the dhecldst as a reference for notes added to the mechanical drawings (see the MECH- CHK checklist for additional system requirements). This information must be on the plans since this is the official record of the penult. Having this Information in separate specifications alone Is NOT an acceptable alternative. For Building Department Use App&xblity (yes, no, n.a.) Code I Code Component I Information Required Location on Plans I Building Depahtrtherd Notes ADDITIONAL CHECKUST ITEMS FOR COMPLEX SYSTEMS ONLY yu 1431.1 Field assem. sys. Provide calculations attaoha d yes 1432.1 Setback 8 shut-off Indicate separate systems or show isolation devices on plans 10.38, 3041 a. a. 1432.2.1 AI system reset Indicate automatic reset a. a. 1432.2.2 Hydronic System Indicate automatic reset, cooling tower, 8 heat pump loop valves no 1433 Air Economizer Indicate economizer on equipment schedule or provide calculations to justify exemption and demonstrate 10% higher efficiency for equipment with out economizer. 8138 11T TACK D a. a. 1433 Water Economizer Indicate water economizer and provide calculations 111433 2 is utilized a. a. 1434 Separate air sys. Indicate separate systems on plans yea 1435 SImuL htg. & �. Indicate that heating and coding is prohibited, Unless use of exception Is justified x017 a ... 1438 Heat recovery hie heat recovery on plans; complete and attach heat recovery calculations y 1437 Elec. motor ethic. MECH -MOT or Equip. Schedule with hp, rpm, efficiency x017 a. a. 1438 Variable flow sys. Indicate variable flow on fan and pump schedules n.a. 1439.1 Kitchen Hoods Indicate uncoated and unheated make-up air n.a. 1439.2 Fume Hoods Indicate VAV, unheated/uncooled or heat rec. makeup no is circled for any question, provide explanation: Decision Flowchart Use this flowchart to determine how the requirements of the Complex Systems Option apply to the project. Refer to the Indicated Code sections for more complete information on the requirements. Start Here 2006 Washington State Nonresidential Energy Code Compliance Form Section 1411.1 Equipment Efficiency Shall Meet Tales l4- 1A11aouph 14-1G 1411.1 Interrrfttent Ignition Device & Power Venting or Damper. r input 225,000 BtuAh then 1412.8 Modulating or Staged Combustion Co nhds Required 1411.10.75% Maximum Jacket Loss Section 1431.1 Calculations of Total On-Site Energy input 8 Ouput Required Yes Section 1432.2.2 Hot Water Supply Temperature Reset Required (continued on bade) Section 14322.1 Sappy Ak Reset Controls Required No 2008 Washington State Nonresidential Energy Code Campirnee Rena 2006 Washington State Nonresidential Energy Code Compliance Form Mechanica;I - Complex Systems (back) MECH -COMP Yea--0,, Yes Yes} Yeses Section 1436 50% Effective Feet Recovery Requk d Sedion 1439.1 No Heating or Cooing for at Least 50% of Make -up Au Section 1433 Economizer Required Yes Section 1437 Motors Must Meet Efficiencies in Table 14-4 Yes Section 1439.2 One Required: a. 50 %VAV Exhaust & Make-up b. 75% dyed Makeup w/ Tempedng Orly c. Heat Recovery per 1436 d. Constant Volume w/ < 50fpm Face Velocity Yes Revised Judy 2007 Bow Lake Recycling Washington State Energy Code and Transfer Station Compliance Site Facilities Complex Systems Code Section 1423 and 1433 - Economizer System design does not include full economizer. A separate 100% outside air system (AHU -T1) is provided to supply ventilation air in compliance with the Washington State Indoor Air Quality Code and to pressurize all occupied areas of the TSO from the Transfer Station for dust control. Systems operate 24 hours per day. The AHU -T1 ventilation air system supplies fresh air through VAV terminals which are constant volume for all areas except the Multi -Use Classroom on the Equipment Level (HHP -T2) and the TSO Conference Room (HHP -T7) which are provided with CO2 control for heavy occupancy and provide 100% outside air economizer cooling to these rooms through individual VAV terminals. The economizer exception is based on the average equipment EER of 13.5 which is 12.5% better than the required EER of 12.0. TSO Facility Mechanical Permit Plans Checklist MECH -CH* 2000,4.„..„..„.:., ro rbnN l Energy Cods Compliance roma Revised July Zoo? Probd Address so. Lake Recycling oy no • Transfer Station - TOO ( Date e/12/2009 The following information is necessary to check a mechanical permit application for compliance with the mechanical requirements In the Washington State Nonresidential Energy Code. A yes) I Section (Component !Information Required I Location on Plans I Bin Nots Department HVAC REQUIREMENTS (Sections 1401 -1424) 1411 Equipment performance p.a. 1411.4 Pkg. elec. Ng.& cg. List heat pumps on schedule yes 1411.1 ktinimuen efficiency Equipment schedule with type, capacity, efficiency x015 A.*. 1411.1 Combustion htg. Indicate intermittent ignition, flue/draft damper & jacket loss 1412 HVAC controls Yea 1412.1 Temperature zones Indicate locations on plans 8115, -_ -- Yea 1412.2 Deadband control Indicate 5 degree deadband minimum 17, — 0.4. 1412.3 Humidity control Indicate frunidlstat Yea 14124 Automatic setback Indicate thermostat with night setback and 7 diff. day types 17 Yea 1412.4.1 Dampers Indicate damper location and auto. controls & max. leakage 17 a. a 1412.4.2 Optimum Start Indicate optimum start controls a. a. 1412.5 Heat pump control Indicate microprocessor on thermostat schedule n. a. 14126 Combustion htg. Indicate modulating or staged control Yea 1412.7 Balancing Indicate balancing features on plans 31017 1412.8 Ventilation Control Indicate demand control ventilation for high - occupancy areas x017 yogi 1422 Themrostat interlock Indicate thermostat interlock on plans x017 no 1423 Economizers Equipment schedule ass 1413 Ain economizers an 1413.1 Air Econo Operation Indicate 10016 capability on schedule mss no 1413.1 Wtr Econo Operation Indicate 10016 capacity at 45 degF db & 40 deg F wb SEE — s. a. 1413.2 Water Econo Doc Indicate dg b performance ad 8 water econoe & dg tower perfoance n. a. 1413.3 Integrated operation Indicate capability for partial cooling a. a 1413.4 Humidification Indicate direct evap or fog atomization w/ air economizer 1414 Ducting systems yes 1414.1 Dud seating Indicate sealing necessary x017 yea 1414.2 Duct insulation Indicate R -value of insulation on duct 8017 yen 1415.1 Piping insulation Indicate R -value of insulation on piping x017 1418 Completion Requirements yen 1416.2.1 Commissioning Provide commissioning plan x017 yen 1416.2.2-3 Sys.Bal & Func.Test Indicate air and water system balancing & functional testing x017 Yes 1416.2.4 Commissioning Indicate O&M manuals, record drawings, staff training x017 yes 1416.2.5 Comm. Report Indicate requirements for prelim. & final commissioning report x017 n. a. 1434 Separate air sys. Indicate separate systems on plans . yes ' Mechanical `Completed and attached. Equipment schedule with types, 'ATTACHE Summary Form Ilnputloutp u, efficiency, cfm, hp, economizer D SERVICE WATER HEATING AND HEATED POOLS (Sections 1440 - 1454) 1440 Service water Mg. Yea 1441 Elec. water heater Indicate R -10 insulation under tank x017 yes 1442 Shut -off metro's Indicate automatic shut -off 1(017 yes 1443 Pipe Insulation Indicate R -value of Insulation on piping x017 4.a. 1452 Heat Pump COP Indicate minimum COP of 4.0 n. a. 1452 Heater Efficiency Indicate pod heater efficiency n. a. 1453 Pool heater controls Indicate switch and 65 degree control n. a. 1454 Pod covers 'Indicate vapor retardant cover n • a. 1454 Pools 90+ degrees Indicate R -12 pod cover 2006 Washington State Nonresidential Energy Code Compliance Form 2006 Washington State Nonresidential Energy Code Compliance Form If "no" is circled for any question, provide explanation: Bow Lake Recyding Washington State Energy Code and Transfer Station Compliance Site Facilities Complex Systems Code Section 1423 and 1433 - Economizer System design does not indude full economizer. A separate 100% outside air system (AHU -T1) is provided to supply ventilation air in compliance with the Washington State Indoor Air Quality Code and to pressurize all occupied areas of the TSO from the Transfer Station for dust control. Systems operate 24 hours per day. The AHU -T1 ventilation air system supplies fresh air through VAV terminals which are constant volume for all areas except the Multi -Use Classroom on the Equipment Level (HHP -T2) and the TSO Conference Room (HHP -T7) which are provided with CO2 control for heavy occupancy and provide 100% outside air economizer cooling to these rooms through individual VAV terminals. The economizer exception is based on the average equipment EER of 13.5 which is 12.5% better than the required EER of 12.0. TSO Facility Open Motors - Closed Motors 3,600 1 1,800 1 1,200 3,600 1 1,800 1,200 Efficiency (%) Efficiency (%) - 82.5 80.0 75.5 825 80.0 825 84.0 84.0 82.5 840 85.5 840 84.0 85.5 840 840 88.5 840 86.5 86.5 85.5 87.5 87.5 85.5 87.5 87.5 87.5 87.5 87.5 87.5 88.5 88.5 88.5 89.5 89.5 88.5 89.5 90.2 89.5 89.5 89.5 89.5 91.0 90.2 90.2 91.0 90.2 90.2 91.0 91.0 90.2 91.0 90.2 91.0 91.7 91.7 91.0 92.4 91.7 91.0 92.4 924 91.0 92.4 91.7 91.7 930 93.0 91.7 93.0 93.0 92.4 93.0 93.0 92.4 93.0 93.0 910 93.6 93.8 93.0 93.6 936 93.0 941 - 93.6 93.0 941 916 93.0 941 941 93.6 945 941 936 945 941 945 94.5 941 93.6 96.0 94.5 945 950 95,0 945 _ 95.0 945 _ 95.0 95.0 95.0 Electric Motors MECH -MOT 2000 Washington state Nonresidential Energy Code Compliance Fans Project Address Complete the following for a6 design A 8 B squirrel-cage, T -frame induction permanently wired polyphase motors from 1 hp to 200 hp having synchronous speeds of 3600, 1800 or 1200 rpm (artless one of the exceptions below applies). Motor No. or Loeadon EP -T2 SP-TS El - T11 -71 AEU AEU -T1 DC -1 P -T1 P-T4 Synchrorous Speed (RPM) HP 1. 0 1.5 20 10 50 7.5 1 0 15 20 25 30 40 50 60 75 100 125 150 20 15 25 25 HP 1- 1/2 1- 1/2 5 3 1 3 1- 1/2 2006 Wash' on State Nonresidential Ener. Code Com' fiance Form How Lake Reolalinp a Transfer Station - T80 Type ( open Open open Open open open E EHAUST YAM EEHkueT vox E EHAUBT sax EXHAUST Tax EZHaUOT fax SUPPLY fax SUPPLY fax D IM COOLER Minimum Nominal Full-Load Efficien Description of Application or Use MORONIC CIRCULATING PUNP HTDROIIIC CIRCULATING PUMP For Building Department Use Synch. Speed 1800 1800 113 1800 1800 1800 1800 1000 1900 1800 8/12/2009 Raaed Min.Nom. Full bad Efficiency 91.0% 91.7% 91.7% 84.0% 84.0% 87.5% 86.5% 82.5% 86.5% 84.0% Exceptions: 1. Motors in systems designed to use more than one speed of a nwttl -speed motor. 2. Motors already included in the efficiency requirements for HVAC equipment (Tables 14- 1Aor14 -1B). 3. Motors that are an integral part (i.e. not easily removed and replaced) of specialized process equipment (i.e. equipment which requires a special motor, such as an explosion - proof motor). 4. Motors Integral to a listed piece of equipment for which no qualifying motor has been approved (i.e. if the only U.L fisting for the equipment is with a less-efficient motor and there is no energy-efficient motor option). For motors claiming an exception, list motor and note which exception applies. fil 111 9111k1111 lig l 111 1111 1 1 11; 1 . 1 !Ili fir gi 1 1 1 11 i IP Ill i I lw li ill O 1111 a III 1 IN; 01 a if 11111,111 II I Hill dill Jill lid 11 lh 1 1! ifs f 1 111111111 i III 11 1 11111 Ifill 1111 I 19/1 1 � CCC�RL'C C !HD P MI 1111 11 i iiiiiiiii i III d i 1 3 s§§|§ | ■ |■ -,g§■ § | / 11 ! � | | -■ §•; § 1 ■ "sill 1 2 1 11 © - ; ■ | ■ | ` ■ | | §| 3 | §| - - 4231 § |■ 1 °go ||§§ | 2 I 1 ! e © -2112|| k | id °®1 111$ | 2 | ! 2 ■ �. -s ■ § A 1 mall g | | 111 ....31 , 11 ■ il ■ !|| | n ua 1 | |!! a |§ ! | I I MO S I King County Bo_w Lake Recycling and Transfer Station (BLRTS) 28 MARCH 2009 • Compactor Waste Heat Recovery Description of Heat Source: WASTE HEAT ESTIMATE ,Operating Load Contribution Idle Time Load Contribution Conclusion Total Heat Load Contribution •. Average Hourly Heat Load Contribution Design Day Heat Load for TSO . . Oil from the compactors Is circulated from the HPU's (2 total) to remote radiators to keep oil temperature below 120F with an outside air temperature of 95F with 90 GPM of IS0•48 Oil. Each compactor HPU Includes (2) 150 HP motors, a 20 HP motor and a 10 HP motor for a total nameplate HP capacity of 330 HP. Waste heat from the HPU's ranges from a low side heat Toad of 30% (99 HP) to a high side heat load of 50% (185 HP) (see Note 1). Waste heat calculations are based on the low side heat load as the most conservative estimate. The two machines will move approximately 150 to 250 tons of waste per hour operating at 50 % efficiency. Waste tonnage for the site Is 792 tons per day (2005 year totals) with an escalation to 1384 tons per day In the year 2030 (see Note 2). Again the conservative estimate is based on the lowest year tonnage of 792 tons per day. During idle time the compactor heat load Is approximately 50% of the operating load when moving waste. Only one compactor Is included for the idle time waste heat estimate of 48.5 HP (99 HP x 50 %). 792 5.28 1_ . _ 18.72 927 Notes: _ _ _ _ otes: ''Dave Miller, SSI (compactor supplier) tons/day / 150 tons/hour hrsfday x 99 HP x x 2545 BTUH/HP hrs/day__ x 99 HP x50% HP hrs _ _x_ 2545 BTUH/HP 5016740 BTUs /day � - 24 (at minimum outside air of 2495 CFM heated _ from 20F to 55F)_. P:\ A- Project Files\2007 Projects\PN07785.0 -Bow Lake Transfer StationCompactors\ BLRTS Compactor Waste Heat 20090328.xls Page 1 of 1 . 5.28 1045 5018740 i F 2 Bow Lake Processing/Transfer Station 20% Basis of Design Report • September 2007 3 Design Day Heat Load for TSO may Increase temporarily to 220500 BTUH during high occupancy with doi Demand Ventilation hrs per day© 99 heat re ection HP hrs 1_14 hours _ — 2859525 2359215 5018740 209114 _ 188700 BTU's/da BTU's/day BTU'a/day BTUH ... BTUH Sufficient Waste Heat is available for providing 100% of hydronicheat loop without the need for auxiliary electric boiler heat except during periods when the compactors are shut down which will occur only If a unit is taken out of service for repair /maintenance. The estimated waste heat available Is conservative based on actual 2005 waste tonnage with annual tonnage projected to Increase by 175% In the year 2030 (See Note 2). 3/28/2009, 7:36 AM March 11, 2011 Tom Creegan King County Solid Waste Division 201 S Jackson Street, Ste 701 Seattle, WA 98104 -3855 RE: Request for Extensions Bow Lake Transfer Station —18800 Orillia Rd S Dear Mr. Creegan, This letter is in response to your written request for an extension to the following nine Permit Numbers: D09 -162, D09 -164, D09 -166, D09 -167, M09 -103, M09 -104, M09 -105, PG09 -095, and PG09 -096. The Building Official has reviewed your letter and considered your request to extend the above referenced permits. The City of Tukwila Building Division will be extending your permits an additional 180 days from the date of expiration, through September 12, 2011. It is understood that this project will be continuing through 2013, but due to the International Building Code the maximum extension that can be granted is 180 days. Each inspection conducted will automatically extend the permit. If inspections are not conducted and the expiration date is nearing, you will receive again reminder letters in the mail. If you should have any questions, please contact our office at (206) 431 -3670. City of Tukwila Department of Community Development Jack Pace, Director File: D09 -162, D09 -164, D09 -166, D09 -167, M09 -103, M09 -105, PG09 -095 and PG09 -096 W. ^\Permit Center\Extension Letters \Pennits\2009\Bow Lake Permit Extension.doc Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 King County Solid Waste Division Department of Natural Resources and Parks King Street Center 201 South Jackson Street, Suite 701 Seattle, WA 98104 -3855 206- 296 -6542 Fax 206 - 296 -0197 TTY Relay: 711 March 3, 2011 Bill Rambo City of Tukwila Dept. of Community Development 6300 Southcenter Blvd., #100 Tukwila, WA 98188 Dear Mr. Rambo: The purpose of this letter is to request extensions for permits for the Bow Lake Recycling and Transfer Station project. The King County Solid Waste Division recently received written notices that the following permits will expire on March 16, 2011: Permit No. D09 -162 Permit No. D09 -166 Permit No. PG09 -095 Permit No. M09 -103 Permit No. M09 -105 Construction of the project is ongoing and will continue until the end of 2013: none of th C permits are either abandoned or complete. These permits and others (D09 -161 09 7 163 D09- 165, PG09 -097, EL09 -0497, EL09 -0498, EL09 -0499, and EL09 -0500) for the Site Facilities construction phase of the project will continue to be needed until that time. King County requests that all of these permits be extended appropriately to reflect the extended construction schedule. •®, Permit No. D09 -164 Permit No. D09 -167 Permit No. PG09 -096 Permit No. M09 -104 ‘/c, t,d/oteted-Y ciat 6//tfr-‘ ,,sco" Mai kyi e,�� o1Wl1 Bill Rambo March 3, 2011 Page 2 Thank you for your assistance in this matter. Please contact me at 206 - 263 -6476 if you have any questions. Sincerely, Tom Creeg an Project Manager TC:jb Rambo — CoTukwila — Site Facilities Permit Extension Req cc: Victor O. Okereke, Engineering Services Manager, Solid Waste Division (SWD) Neil Fujii, Managing Engineer, Engineering Services Section, SWD TOM CREEGAN 201 S JACKSON ST, STE 701 SEATTLE WA 98104 RE: Permit No. M09 - 103 18800 ORILLIA RD S TUKW Dear Permit Holder: In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and /or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 03/16/2011. Based on the above, you are hereby advised to: Sincerely, 1) Call the City of Tukwila Inspection Request Line at 206 -431 -2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period, , provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and /or receive an extension prior to 03/16/2011, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Bill Rambo Permit Technician File: Permit File No. M09 -103 City of Tukwila Department of Community Development Jack Pace, Director - 1,,;,,In-J___- Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 August 5, 2010 • Citj' f T karlta Department of Community Development Tom Creegan King County Solid Waste Division 201 S Jackson St, Ste 701 Seattle, WA 98104 -3855 RE: Request for Application Extensions #2 Bow Lake Transfer Station —18800 Orillia Rd S Dear Mr. Creegan, This letter is in response to your written request for an extension to the following Permit Application Numbers: D09 -161 D09 -166 EL09 -0499 M09 -105 D09 -162 D09 -167 EL09 -0500 PG09 -095 D09 -164 EL09 -0497 M09 -103 PG09 -096 D09 -165 EL09 -0498 M09 -104 PG09 -097 The Building Official has reviewed your letter and considered your request. It has been determined that the City of Tukwila will extend the permit applications expiration date an additional 90 days, through November 08, 2010. Please note that D09 -163 has not been extended due to the fact that this permit application was cancelled on May 05, 2010 per your request. If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, Ukk, ifer Marshall it Technician W:\Permit Center\Extension Letters\Applications\2009\Bow Lake Application Extension #2.doc Jim Haggerton, Mayor Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 a Tukwila, Washington 98188 0 Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 King County Solid Waste Division Department of Natural Resources and Parks King Street Center 201 South Jackson Street, Suite 701 Seattle, WA 98104 -3855 206 - 296 -6542 Fax 206 - 296 -0197 TTY Relay: 711 July 27, 2010 Bill Rambo Department of Community Development City of Tukwila 6300 Southcenter Blvd., #100 Tukwila, WA 98188 Dear Mr. Rambo: Permit Application No. D09 -161 - Lpltrxti4 Permit Application No. D09 -165 Permit Application No. D09 -167 Permit Application No. EL09 -0498 Permit Application No. EL09 -0500 Permit Application No. PG09 -096 Permit Application No. M09 -103 Permit Application No. M09 -105 Sincerely, Tom Creegan Project Manager TC:er Rambo — Permit Application Renewals — Final 072710 Permit Application No. Permit Application No. Permit Application No. Permit Application No. Permit Application No. Permit Application No. Permit Application No. Permit Application No. D09 -162 D09 -164 D09 -166 EL09 -0497 EL09 -0499 PG09 -095 PG09 -097 M09 -104 • Mg Fr :3 �' ; Mi( aifeJo# /ad _ affiao en) 9d .0-27/eao The purpose of this letter is to request extensions for permit applications for the Bow Lake Recycling and Transfer Station — Site Facilities project. The King County Solid Waste Division is nearing completion of the process of procuring a contractor for this work. The permit applications are as follows: Thank you for your assistance in this matter. If you have any questions, please contact me at 206 - 263 -6476. 0-61-10 RECEIVED e)66-4 Itiv/10 JUL 282010 PERMIT CENTER cc: Victor O. Okereke, Engineering Services Manager, Solid Waste Division (SWD) Neil Fujii, Managing Engineer, SWD 07 -01 -2010 TOM CREEGAN 201 S JACKSON ST, STE 701 SEATTLE WA 98104 Dear Permit Applicant: • Gity of Tukwila RE: Permit Application No. M09 -103 18800 ORILLIA RD S TUKW Department of Community Development Jim Haggerton, Mayor Jack Pace, Director In reviewing our current application files, it appears that your permit applied for on 08/13/2009, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and /or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Your permit application will expire on 08/09/2010. If you still plan to pursue your project, a written request for extension of your application must be submitted to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit application. If it is determined that an extension is granted, your application will be extended for an addtional 90 days from the expiration date and you will be notified by mail. In the event that we do not receive your written request for extension or request was denied, your permit application will expire, become null and void and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, to.1 Bill Rambo Permit Technician File: Permit File No. M09 -103 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 o Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • ACTIVITY NUMBER: M09 -103 DATE: 06/14/10 PROJECT NAME: BOW LAKE - TRANSFER/TSO BUILDING SITE ADDRESS: 18800.ORI LLIA RD S FINAL CHECK - FULL-SIZED PLANS DEPARTMENTS: u� gE w In I I Ion Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: TUES/THURS ROUTING: Building Please Route REVI "S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 r AERMII COON CO ?O PLAN REVIEW /ROUTING SLIP Bldg ❑ Structural Structural Review Required n No further Review Required n Approved with Conditions hWI 1r)3-(0 Fire Prevention n DUE DATE: N/ Incomplete ❑ Not ER OF COMPLETENESS MAILED: Ping ❑ PW ❑ Staff Initials: DATE: DUE DATE: ASAP Not Approved (attach comments) n DATE: Planning Division Permit Coordinator icable ❑ Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: , • • June 14, 2010 Jennifer Marshall City of Tukwila Dept. of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, Washington 98188 Subject: Full -Size Drawings Submittal for City of Tukwila Permits An SAIC Company Pleceivee CITY OF TUKWILA JUN 14 2010 PERMIT CENTER Dear Ms. Marshall: Attached is a matrix listing the full size drawing submittals for the City of Tukwila Permits. 001640 1 11- 00839 - 20001/5500 Marshall Transmittal 6- 14- 2010.docx M01- (o! FOURTH''AVENUE SUITE 2500 S'E'ATTLE WAt98154 9004. Ms. Jennifer Marshall June 14, 2010 Page 2 It has been a pleasure working with you. If you have any questions please feel free to call me at (206) 695 -4626 or email me at males @rwbeck.com Sincerely, R. W. BECK, I ---,ea) 6 6-- Margaret Ales Permit Coordinator MA/jld cc line T. Creegan, King County K. Hufnagel, R. W. Beck I. Sutton, R. W. Beck 001640 1 11 -00839- 20001/5500 Marshall Transmittal 6- 14- 2010.docx To: Tom Creegan From: Ian Sutton and Margaret Ales Subject: Bow Lake Recycling and Transfer Station Project Mechanical Permit Application Number M09 -103 (Transfer/TSO Building) Response to City of Tukwila Correction Letter #2 Date: May 12, 2010 This memorandum is supplemental to the Revision Submittal for the Mechanical Permit Application M09 -103 (Transfer /TSO Building) Correction Letter #2 for the City of Tukwila (City). Comments are listed below, followed by a summarized response. In instances where a response required a design change, the revised design documentation has been included as an attachment for City review. Design revisions made to address City comments have been clouded and noted as Revision B. In addition, any design changes initiated by the design team unrelated to City comments, and subsequent to the original application submittal, that relate to code compliance or life- safety have also been clouded and noted as Revision C. Building Division (BD) BD - Comment: Section 716.3.2.1 of the IBC lists several options for activating smoke dampers. I could not find a proposed method on the plans. Response: Specification Section 23 3300 — Air Duct Accessories has been revised to include activation of smoke dampers by duct smoke detectors (photoelectronic type). Revised Section 23 3300 included as Attachment A. • BD -2 Comment: Section 512.5 of the IMC requires methane vents to be labeled. Please add notes to plans where applicable. Response: Specification Section 22 0553 — Identification for Plumbing Piping and Equipment requires all piping systems to be labeled. Section 22 0553, paragraph 3.03.0 has been revised to specify requirements for pipe label installation. Revised Section 22 0553 included as Attachment B. CORREgTIOR1 LTR# Z= 001640 1 11- 00839 -20001 1 Response M09- 103.doc 100FOURTH AVENUE; SUITE 2500 7 SEATTLE 09 - 103 An SAIC Company ECEWVED MAY 122010 PERMIT CENTER WM98154 1004 (p)k2 6569 4 00R (F).206.695.4701 "� ' y j. 4z ,:1'�r"3cy qrr. MEMORANDUM May 12, 2010 Page 2 BD -3 Comment: I could not find any seismic bracing details for ductwork. Please add or clarify how this will be accomplished or where this information is located. Response: Seismic bracing requirements for ductwork are specified in Section 23 3113 — HVAC Metal Ducts, paragraphs 1.01 through 1.05 included as Attachment C. BD -4 Comment: Duct penetrations into shaft CH1 are shown without fire smoke dampers. Please clarify or add. Response: Supply duct fire smoke damper entering shaft CH1 from AHU -T1 added to Drawing M133. All fire smoke dampers into shaft CH1 shown on Drawing M139 Section C. Revised drawings M133 and M139 included as Attachment D. BD -5 Comment: Page M115 shows fire -smoke dampers at openings 30 and 31. Please provide specs on the fire smoke- dampers proposed. Will the round duck be transitioned through a square duct penetration? Response: Fire -smoke dampers are specified under Section 23 3300, revised to clarify each specific type of fire -smoke dampers. Revised Section 23 3300 included as Attachment A. The specified round fire -smoke dampers (Ruskin FSDR25) are UL listed for round or rectangular openings for sizes up to 24 inch size. The 36 inch will require a transition to rectangular utilizing a square fire -smoke damper (Ruskin FSD60). Section C on M129 revised to show required transition, included as Attachment E. BD -6 Comment: On page M146 AHU -T1 is to have fire alarm shutdown. How will this be activated? If by duct detector, where will the detector be located? Response: Sheet M146 has been renumbered M147. Permit drawings M147 and M148 replaced with the attached drawing M147 and M148, included as Attachment F. The fire alarm shutdown of AHU -T1 added to Drawing M147 reading "Provide smoke detector in supply duct after supply fan and hard wire to shut down AHU -T1 if smoke is detected." Smoke detector is addressable through the fire alarm system. 001640 1 11- 00839 -20001 1 Response M09- 103.doc ECEOVED MAY 12 2010 PST CENTER MEMORANDUM May 12, 2010 Page 3 001640 1 11- 00839 -20001 1 Response M09- 103.doc List of Attachments Attachment A — Revised Specification Section 23 3300 - Air Duct Accessories Attachment B — Revised Specification Section 22 0553 = Identification for Plumbing Piping and Equipment Attachment C — Revised Section 23 3113 — HVAC Metal Ducts, paragraphs 1.01 through 1.05 Attachment D — Revised Drawings M133 and M139 Attachment E — Revised Drawing M129 Attachment F — Revised Drawings M147 and M148 ECEBVEr MAY 12 2010 PERMIT DENTEk May 6,2010 Tom Creegan King County 201 S Jackson St, Ste 701 Seattle, WA 98104 RE: CORRECTION LETTER #2 Mechanical Permit Application Number M09 -103 Bow Lake: Transfer/TSO Building —18800 Orillia Rd S Dear Mr. Creegan, This letter is to inform you of corrections that must be addressed before your mechanical permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire Department has no comments. Building Department: Dave Larson at 206 431 -3678 if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that two (2) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, Bill Rambo Permit Technician encl File: M09 -103 • City of Tukwila Department of Community R a,,,,l- W:\Permit Cen ter \Correction Letters\2009\M09 -103 Correction Letter #2.DOC S Jim Haggerton, Mayor eVelopment Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • Building Division Review Memo Date: May 5, 2010 Project Name: Bow Lake- Transfer/TSO Building Permit #: M09 -103 Plan Review: Dave Larson, Senior Plans Examiner Tukwila Building Division Dave Larson, Senior Plan Examiner Li The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Section 716.3.2.1 of the IBC lists several options for activating smoke dampers. I could not find a proposed method on the plans. 2. Section 512.5 of the IMC requires methane vents to be labeled. Please add notes to plans where applicable. 3. I could not find any seismic bracing details for ductwork. Please add or clarify how this will be accomplished or where this information is located. 4. Duct penetrations into shaft CH1 are shown without fire smoke dampers. Please clarify or add. 5. Page M115 shows fire -smoke dampers at openings 30 and 31. Please provide specs. on the fire smoke - dampers proposed. Will the round duck be transitioned through a square duct penetration? 6. On page M146 AHU -T1 is to have fire alarm shutdown. How will this be activated? If by duct detector. Where will the detector be located. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. February 3, 2010 Tom Creegan King County Solid Waste 201 South Jackson St Suite 701 Seattle, WA 98104 RE: Letter of Incomplete Application # 1 to Response to Correction Letter #1 Permit Numbers: D09 -161, 162, 164, 165; M09 -103 & M09 -104; PG09 -095, 096, & 097 Bow Lake —18800 Orillia Rd S Dear Mr. Creegan, This letter is to inform you that your responses to Correction Letter #1 received at the City of Tukwila Permit Center on January 28, 2010 is determined to be incomplete. Before your application can continue the plan review process the attached items from the following department needs to be addressed: Building Department: Dave Larson at 206 431 -3678 if you have any questions concerning the attached comments. Please address the comment above in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 431 -3670. Sincerely, ifer Marshall it Technician Enclosures File: D09 -161, 162, 164, 165 M09 -103 & M09 -104 PG09 -095, 096, & 097 • it of Tu Department of Community i eVelopment Jack Pace, Director W:\Permit Center \Incomplete Letters \2009\D09 -161 Inc Ltr #1 to Corr Ltr # 1.DOC Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 o Tukwila, Washington 98188 o Phone: 206 - 431 -3670 o Fax: 206 - 431 -3665 1 Determination of Completeness Memo Date: February 2, 2010 Project Name: Bow Lake Permit #: D09 -161, 162, 164, and 165 M09 -103 and M09 -104 PG09 -095, 096, and 097 Plan Review: Dave Larson, Senior Plans Examiner This was discussed and agreed to at our last meeting. Tukwila Building Division Dave Larson, Senior Plan Examiner The Building Division has deemed the subject permit application incomplete. To assist the applicant in expediting the Department plan review process, please forward the following comments. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. In reference to your response to item number 15 of the last Building Division Review Memo dated 9- 28-09, it is necessary to submit the full size sets of the plans at this point in the review process. You must submit four (4) full size sets for building permits and two (2) full size sets for mechanical, plumbing/gas piping, and electrical permits. From this point on, any changes needed to correct or alter the plans will be accomplished by resubmitting only the pages /sheets that are altered. You will not need to resubmit the entire set. If you were to submit one full size set after all reviews are complete, we would have to send that set to each of the four departments and each department would have to compare that set with an approved set and it will be a very time consuming process that would substantially delay completion of this permit process. Should there be questions concerning the above requirements, contact the Building Division at 206 - 431 -3670. No further comments at this time. • o To: Tom Creegan From: Ian Sutton and Margaret Ales Subject: Bow Lake Recycling and Transfer Station Project Mechanical Permit Application Number M09 -103 (Transfer/TSO Building) Response to City of Tukwila Correction Letter #1 Date: January 28, 2010 This memorandum is supplemental to the Revision Submittal for the Mechanical Permit Application M09 -103 (Transfer /TSO Building) Correction Letter #1 for the City of Tukwila (City). Comments are listed below, followed by a summarized response. In instances where a response required a design change, the revised design documentation has been included as an attachment for City review. Design revisions made to address City comments have been clouded and noted as Revision B. In addition, any design changes initiated by the design team unrelated to City comments, and subsequent to the original application submittal, that relate to code compliance or life- safety have also been clouded and noted as Revision C. Building Division BD — 1 An SAIC Company Comment: The plan for this mechanical permit has a number of pages missing. Some of the details or key references refer to those missing pages. Also some key symbols with number key symbol (7j have no reference or the sheet with that information and cannot be found or may be on one of the pages missing. The plan index indicates a number of pages for this mechanical permit that are not with this permit plan set. Please provide all pages that the key numbers or pages are referenced too, for this mechanical permit; to also aid in the efficiency of inspections and the plan review process. Response: Plan index updated to reflect correct drawings included in the plan set and missing pages have been added. Drawing M011 has been revised to designate the symbol callout in the mechanical legend and addition of a new reference "OPENING DESIGNATION ". See Attachment A, Revised Drawings. Drawings A016, A017 and A017A (opening schedule) included in the permit set. List of Attachments Attachment A - Revised Drawings 001640 1 11- 00839 -20000 1 Respons0409 -103. doc • 1001 FOURTH AVENUE', SUITE 2500; SEATTLE,^ WA 98154:1004-,•(P), 206''695.4700 „(F) 206.695:4701" • ATTACHMENT A Revised Drawings Included under separate cover. IECK An SAIC Company List of Revised Drawings New Sheet for Final Revised Dwgs revised /final Submittal Submittal New Sheet REV B o C L U c m = N g € F REV C a a 14 Mechanical Permit - Trans/TSO 14 Mechanical Permit - Trans/TSO 1. GO11 - COVER SHEET, VICINITY AND LOCATION MAPS 1 2. G012 - DRAWING INDEX 1 1 1 3. G013 - DRAWING INDEX 1 1 1 4. G014- LEGEND 1 5. G015 - ABBREVIATIONS 1 6. G016 - GENERAL NOTES AND PROJECT AREA BOUNDARY 1 7. G017 - EXISTING CONDITIONS AND SURVEY CONTROL 1 8. G018 - GENERAL ARRANGEMENT SITE PLAN 1 1 1 99. C109 - SITE WASTEWATER AND STORMWATER COMPRESSED AIR PIPING DETAILS. 1 1 1 323. A016 - ARCHITECTURAL GENERAL - OPENINGS SCHEDULE 1 1 1 324. A017 - ARCHITECTURAL GENERAL - OPENINGS SCHEDULE 1 1 1 325. A017A - ARCHITECTURAL GENERAL - OPENINGS SCHEDULE 1 1 1 1 1 1 454. M011 - MECHANICAL LEGENDS 1 1 1 1 456. M013 - MECHANICAL SCHEDULES - SHEET 2 1 1 1 457. M014 - MECHANICAL SCHEDULES - SHEET 3 1 1 1 1 458. M015 - MECHANICAL SCHEDULES - SHEET 4 1 1 1 459. M016- MECHANICAL SCHEDULES- SHEET5 1 1 1 1 460. M017 - NREC COMPLIANCE AND MECHANICAL ABBREVIATIONS 1 1 1 461. M018 - MECHANICAL DETAILS 1 1 1 1 462. M019 - MECHANICAL DETAILS 1 1 1 1 463. MO20 - DUST COLLECTOR DETAILS 1 1 1 1 466. M103 - TRANSFER/TSO BUILDING TIPPING/RECEIVING LEVEL - MECHANICAL PLAN 1 1 1 467. M104 - TRANSFER/TSO BUILDING TSO LEVEL/TIPPING/RECEIVING LEVEL - UPPER L 1 1 1 468. M105 - TRANSFER/TSO BUILDING MECHANICAL ROOF PLAN 1 1 1 1 471. M108 - TRANSFER BUILDING NORTH PROCESSING AREA MECHANICAL PLAN 1 1 1 474. M111 - TSO BUILDING COMPACTOR LEVEL ENLARGED WATER AND DRA 1 1 1 1 477. M113 - TSO BUILDING COMPACTOR LEVEL ENLARGED HVAC PLAN 1 1 1 478. M114 - TSO BUILDING COMPACTOR LEVEL AREA PLUMBING PLAN 1 1 1 479. M 114A - TSO BUILDING COMPACTOR LEVEL AREA PLUMBING PLAN 1 1 1 480. M115 - TSO BUILDING COMPACTOR LEVEL AREA HVAC PLAN 1 1 1 1 482. M117 - TSO BUILDING COMPACTOR LEVEL VAULT DETAILS 1 1 1 484. M121 - TSO BUILDING TIPPING/RECEIVING LEVEL ENLARGED WATER AND DRAINA( 1 1 1 485. M 122 - TSO BUILDING TIPPING/RECEIVING LEVEL ENLARGED HVAC PLAN 1 1 1 1 486. M123 - TSO BUILDING TIPPING/RECEIVING LEVEL ENLARGED PLUMBING I 1 1 1 1 488. M124A - TRANSFER/TSO BUILDING TIPPING/RECEIVING LEVEL MISTING ROOM PLAN 1 1 1 489. M125 - TSO BUILDING TIPPING/RECEIVING LEVEL HPU /DUST COLLECTOR AREA PL 1 1 1 490. M125A - TSO BUILDING TIPPING/RECEIVING LEVEL LOADING AREA ENLAR 1 1 1 1 491. M 126 - TSO BUILDING TIPPING/RECEIVING LEVEL HPU /DUST COLLECTOF 1 1 1 1 492. M127 - TRANSFER/TSO BUILDING TIPPING/RECEIVING LEVEL DUST COLLECTION S 1 1 1 493. M128 - TRANSFER/TSO BUILDING TSO ROOF LEVEL SOUTH ELEVATION HVAC 1 1 1 494. M129 - TRANSFER/TSO BUILDING COMPACTOR/LOADING AREA SECTION 1 1 1 1 496. M132 - TSO BUILDING TSO LEVEL HVAC FLOOR PLAN - WEST 1 1 1 497. M133 - TSO BUILDING TSO LEVEL HVAC FLOOR PLAN - EAST 1 1 1 498. M134 - TSO BUILDING TSO LEVEL MECH ROOM ENLARGED HVAC PLANS AND ELEV 1 1 1 499. M135 - TSO BUILDING TSO LEVEL MECH ROOM ENLARGED PIPING PLANS AND ELE 1 1 1 501. M137 - TSO BUILDING TSO LEVEL PLUMBING FLOOR PLAN - EAST I 1 1 1 502. M138 - TRANSFER/TSO BUILDING TSO ROOF LEVEL ENLARGED HVAC PLAN 1 1 1 503. M139 - TSO BUILDING MECHANICAL SHAFT SECTIONS AND DETAILS 1 1 1 1 504. M141 - TSO BUILDING TSO HVAC DIAGRAMS - HYDRONIC AND AIRSIDE 1 1 1 1 508. M145 - TRANSFER/EMPLOYEE BUILDING HYDRONIC SYSTEM DIAGRAM - PART 1 1 1 1 509. M146 - TRANSFER/EMPLOYEE BUILDING HYDRONIC SYSTEM DIAGRAM - PART 2 1 1 1 510. M147 - MECHANICAL SYSTEMS SEQUENCE OF OPERATIONS 1 1 1 511. M148 - MECHANICAL SYSTEMS SEQUENCE OF OPERATIONS 1 1 1 533. M431 - FUELING STATION PLAN 1 1 1 1 534. M432 - FUELING STATION SECTIONS 1 1 1 Permit Application Number M09 -103 Page 1 of 1 List of Revised Drawings New Sheet for Final Revised Dwgs revised /final Submittal Submittal New REV B N U m '-' R 2 E I S heet REV C - a '14 Mechanical Permit- ' Trans/TSO 1 114 Mechanical Permit - Trans/TSO 1. G011 - COVER SHEET, VICINITY AND LOCATION MAPS 1 2. G012 - DRAWING INDEX 1 1 1 3. G013 - DRAWING INDEX 1 1 1 4. G014 - LEGEND 1 5. G015 - ABBREVIATIONS 1 6. G016 - GENERAL NOTES AND PROJECT AREA BOUNDARY 1 7. G017 - EXISTING CONDITIONS AND SURVEY CONTROL 1 8. G018 - GENERAL ARRANGEMENT SITE PLAN 1 1 1 99. C109 - SITE WASTEWATER AND STORMWATER COMPRESSED AIR PIPING DETAILS 1 1 1 323. A016 - ARCHITECTURAL GENERAL - OPENINGS SCHEDULE 1 1 1 324. A017 - ARCHITECTURAL GENERAL - OPENINGS SCHEDULE 1 1 1 325. A017A - ARCHITECTURAL GENERAL - OPENINGS SCHEDULE 1 1 1 1 1 1 454. M011 - MECHANICAL LEGENDS 1 1 1 1 456. M013 - MECHANICAL SCHEDULES - SHEET 2 1 1 1 457. M014 - MECHANICAL SCHEDULES - SHEET 3 1 1 1 1 458. M015 - MECHANICAL SCHEDULES - SHEET 4 1 1 1 459. M016 - MECHANICAL SCHEDULES - SHEET 5 1 1 1 1 460. M017 - NREC COMPLIANCE AND MECHANICAL ABBREVIATIONS 1 1 1 461. M018 - MECHANICAL DETAILS 1 1 1 1 462. M019 - MECHANICAL DETAILS 1 1 1 1 463. MO20 - DUST COLLECTOR DETAILS 1 1 1 1 4.66. M 103 - TRANSFER/TSO BUILDING TIPPING/RECEIVING LEVEL - MECHANICAL PLAN 1 1 1 467. M104 - TRANSFER/TSO BUILDING TSO LEVEL/TIPPING/RECEIVING LEVEL - UPPER L 1 1 1 468. M105 - TRANSFER/TSO BUILDING MECHANICAL ROOF PLAN I 1 1 1 471. M108 - TRANSFER BUILDING NORTH PROCESSING AREA MECHANICAL PLAN 1 1 1 474. M111 - TSO BUILDING COMPACTOR LEVEL ENLARGED WATER AND DRA 1 1 1 1 477. M113 - TSO BUILDING COMPACTOR LEVEL ENLARGED HVAC PLAN 1 1 1 478. M114 - TSO BUILDING COMPACTOR LEVEL AREA PLUMBING PLAN 1 1 1 479. M 114A - TSO BUILDING COMPACTOR LEVEL AREA PLUMBING PLAN 1 1 1 480. M I15 - TSO BUILDING COMPACTOR LEVEL AREA HVAC PLAN 1 1 1 1 482. M117 - TSO BUILDING COMPACTOR LEVEL VAULT DETAILS 1 1 1 484. M121 - TSO BUILDING TIPPING/RECEIVING LEVEL ENLARGED WATER AND DRAINA( 1 1 1 485. M122 - TSO BUILDING TIPPING/RECEIVING LEVEL ENLARGED HVAC PLAij 1 1 1 1 486. M123 - TSO BUILDING TIPPING/RECEIVING LEVEL ENLARGED PLUMBINGI 1 1 1 1 488. M124A - TRANSFER/TSO BUILDING TIPPING/RECEIVING LEVEL MISTING ROOM PLAN 1 1 1 489. M125 - TSO BUILDING TIPPING/RECEIVING LEVEL HPU /DUST COLLECTOR AREA PLI 1 1 1 490. M 125A - TSO BUILDING TIPPING/RECEIVING LEVEL LOADING AREA ENLAR 1 1 1 1 491. M126 - TSO BUILDING TIPPING/RECEIVING LEVEL HPU/DUST COLLECTOF 1 1 1 1 492. M127 - TRANSFERlTSO BUILDING TIPPING/RECEIVING LEVEL DUST COLLECTION S 1 1 1 493. M 128 - TRANSFER/TSO BUILDING TSO ROOF LEVEL SOUTH ELEVATION HVAC 1 1 1 494. M129 - TRANSFER/TSO BUILDING COMPACTOR/LOADING AREA SECTION 1 1 1 1 496. M132 - TSO BUILDING TSO LEVEL HVAC FLOOR PLAN - WEST 1 1 1 497. M133 - TSO BUILDING TSO LEVEL HVAC FLOOR PLAN - EAST 1 1 1 498. M 134 - TSO BUILDING TSO LEVEL MECH ROOM ENLARGED HVAC PLANS AND ELEV 1 1 1 499. M 135 - TSO BUILDING TSO LEVEL MECH ROOM ENLARGED PIPING PLANS AND ELE 1 1 1 501. M137 - TSO BUILDING TSO LEVEL PLUMBING FLOOR PLAN - EAST I 1 1 1 502. M138 - TRANSFER/TSO BUILDING TSO ROOF LEVEL ENLARGED HVAC PLAN 1 1 1 503. M 139 - TSO BUILDING MECHANICAL SHAFT SECTIONS AND DETAILS 1 1 1 1 504. M 141 - TSO BUILDING TSO HVAC DIAGRAMS - HYDRONIC AND AIRSIDE 1 1 1 1 508. M 145 - TRANSFER/EMPLOYEE BUILDING HYDRONIC SYSTEM DIAGRAM - PART 1 1 1 1 509. M 146 - TRANSFER/EMPLOYEE BUILDING HYDRONIC SYSTEM DIAGRAM - PART 2 1 1 1 510. M147 - MECHANICAL SYSTEMS SEQUENCE OF OPERATIONS 1 1 1 511. M 148 - MECHANICAL SYSTEMS SEQUENCE OF OPERATIONS 1 1 1 533. M431 - FUELING STATION PLAN 1 1 1 1 534. M432 - FUELING STATION SECTIONS 1 1 1 Permit Application Number M09 -103 Page 1 of 1 January 29, 2010 Dear Mr. Creegan, Sincerely, 'fer Marshall it Technician • City f Department of Community evelopment Jack Pace, Director Tom Creegan King County Solid Waste Division 201 S Jackson St, Ste 701 Seattle, WA 98104 -3855 RE: Request for Application Extensions Bow Lake Transfer Station —18800 Orillia Rd S This letter is in response to your written request for an extension to Permit Application Numbers D09 -161 through D09 -167, EL09 -0497 through EL09 -0500, M09 -103 through M09 -105, and PG09 -095 through PG09 -097. The Building Official has reviewed your letter and considered your request. It has been determined that the City of Tukwila will extend the permit applications expiration date an additional 180 days, through August 9, 2010. If you should have any questions, please contact our office at (206) 431 -3670. File: App No. D09 -161, 162 ,163, 164, 165, 166, 167 App No. EL09 -0497, 0498, 0499, 0500 App No. M09 -103, 104, 105 App No. PG09 -095, 096, 097 W:\Permit Center\Extension Letters\Applications\2009\Bow Lake Application Extension.doc 0 1 Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 0 Tukwila, Washington 98188 0 Phone: 206 - 431 -3670 0 Fax: 206 - 431 -3665 1 January 28, 2010 Dear Mr. Rambo: Permit Application No. Permit Application No. Permit Application No. Permit Application No. Permit Application No. Permit Application No. Permit Application No. Permit Application No. Permit Application No. • King County Solid Waste Division Department of Natural Resources and Parks King Street Center 201 South Jackson Street, Suite 701 Seattle, WA 98104 -3855 206 - 296 -6542 Fax 206- 296 -0197 TTY Relay: 711 Mr. Bill Rambo City of Tukwila Dept. of Community Development 6300 Southcenter Blvd., #100 Tukwila, WA 98188 This letter is to request extensions for permit applications for the Bow Lake Recycling and Transfer Station — Site Facilities project. King County Solid Waste Division is in the process of procuring a contractor for this work. The permit applications are as follows: D09 -161 D09 -163 D09 -165 D09 -167 EL09 -0498 EL09 -0500 PG09 -096 M09 -103 M09 -105 Thank you for your assistance in this matter. Sincerely, C)A-4 Tom Creegan Project Manager Permit Application No. Permit Application No. Permit Application No. Permit Application No. Permit Application No. Permit Application No. Permit Application No. Permit Application No. D09 -162 D09 -164 D09 -166 EL09 -0497 EL09 -0499 PG09 -095 PG09 -097 M09 -104 a_9-10 ai< 40 &Ad i° le 0r- fB -2eI1 RECEIVEV JAN 28 2090 PERMIT CENTEI 01 -04 -2010 TOM CREEGAN 201 S JACKSON ST, STE 701 SEATTLE WA 98104 RE: Permit Application No. M09 -103 18800 ORILLIA RD S TUKW Dear Permit Applicant: In reviewing our current application files, it appears that your permit applied for on 08/13/2009, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and /or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Your permit application will expire on 02/09/2010. If you still plan to pursue your project, a written request for extension of your application must be submitted to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit application. If it is determined that an extension is granted, your application will be extended for an addtional 90 days from the expiration date and you will be notified by mail. In the event that we do not receive your written request for extension or request was denied, your permit application will expire, become null and void and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, (-3 Bill Rambo Permit Technician File: Permit File No. M09 -103 • City of Tu ila 0 Department of Community/ Development Jim Haggerton, Mayor Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 ( September 21, 2009 Tom Creegan King County 201 S Jackson St, Ste 701 Seattle, WA 98104 RE: CORRECTION LETTER #1 Mechanical Permit Application Number M09 -103 Bow Lake: Transfer/TSO Building —18800 Orillia Rd S Dear Mr. Creegan, This letter is to inform you of corrections that must be addressed before your mechanical permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire Department has no comments. Building Department: Allen Johannessen at 206 433 -7163 if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that two (2) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, - Z1 , ‘" 111 Bill Rambo Permit Technician encl File: M09 -103 i City of Tukwila Department of Community Development Jack Pace, Director W:\Pennit Center \Correction Letters\2009\M09 -103 Correction Letter #1.DOC Jim Haggerton, Mayor 6300 Southcenter Boulevard. Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206- 431 -3665 Building Division Review Memo • Date: August 26, 2009 Project Name: Bow Lake - Transfer/TSO Building Permit #: M09 -103 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen; Plan Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. The plan for this mechanical permit has a number of pages missing. Some of the details or key references refer to those missing pages. Also some key symbols with a number key symbol ( have no reference or the sheet with that information and cannot be found or may be on one of the pages missing. The plan index indicates a number of pages for this mechanical permit that are not with this permit plan set. Please provide all pages that the key numbers or pages are referenced too, for this mechanical permit; to also aid in the efficiency of inspections and the plan review process. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. DEPARTMENTS Bui Division Public Works n Complete TUES/THURS ROIyTING: Please Route Documents/routing slip.doc 2 -28 -02 • 0 PE PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M09,-103 DATE: 0.5 -12 -10 PROJECT NAME: BOW LAKE - TRANSFER/TSO BUILDING SITE ADDRESS: 18800 IORILLIA RD S Original Plan Submittal Response to Correction Letter # 2 Response to Incomplete Letter # Revision # After Permit Issued Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) APPROVALS OR CORRECTIONS: Incomplete Structural Review Required n Planning Division n Permit Coordinator DUE DATE: 05-13-10 Not Applicable Comments: Permit Center - Use Only I . INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ❑ No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE: 06 -10 -10 Approved ❑ Approved with Conditions t Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Oniy • CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire 1 ACTIVITY NUMBER: M09 -103 DATE: 02/19/10 PROJECT NAME: BOW LAKE - TRANSFER/TSO BUILDING SITE ADDRESS: 18800 ORI LLIA RD S Original Plan Submittal X Response to Correction Letter # 1 X Response to Incomplete Letter # 1 Revision # after Permit Issued DEPARTMENT : , 4 Q � -IO Building ivision Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28 -02 • PERMIT , RDc PLAN REVIEW /ROUTING SLIP Fire Prevention ❑ Structural Incomplete n DATE: DATE: Planning Division Permit Coordinator DUE DATE: 02/23/10 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Building Please Route Structural Review Required ❑ No further Review Required n DUE DATE: 03/23/10 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bld < Fire ❑ Ping ❑ PW ❑ Staff Initials: Buz ACTIVITY NUMBER: M09 -103 DATE: 01 -28 -10 PROJECT NAME: BOW LAKE - TRANSFER/TSO BUILDING SITE ADDRESS: 18800 ORI LLIA RD S Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # after Permit Issued DEPAR MENTS: o2- B it ing 'vision LJ Public Works ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete n Incomplete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: (WOO LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg f Fire ❑ Ping ❑ PW ❑ Staff Initials: c"" TUES /THURS ROUTING: Building Please Route ❑ Structural Review Required REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 •dOO at9003 11Wbed 41) PLAN REVIEW /ROUTING SLIP Fire Prevention Structural u DATE: DATE: Planning Division n Permit Coordinator ❑ DUE DATE: 02 -02 -10 Not Applicable ❑ No further Review Required ❑ DUE DATE: 03-02-10 APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DEPAR MENT : .etAI, Gi B ding Division Public Works ❑ Complete Comments: APPROVALS OR CORRECTIONS: Approved ❑ Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M09 - 103 DATE: 08 - - PROJECT NAME: BOW LAKE — TRANSEER/TSO BUILDING SITE ADDRESS: 18800 ORILLIA RD S X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued Structural DETERMINATIO OF COMPLETENESS: (Tues., Thurs.) Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS RO TING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: Approved with Conditions frigl ItIrViin `i Fire Prevention Incomplete ❑ ❑ Permit Coordinator • DUE DATE: 08-18-09 DATE: DUE DATE: 09-1 09 Not Approved (attach comments) DATE: Planning Division Not Applicable o Permit Center Use Only ((,,�� CORRECTION LETTER MAILED: _1), Departments issued corrections: Bldg a Fire ❑ Ping ❑ PW ❑ Staff Initials: • 0 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Steven M. Mullet, Mayor Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 5/12/2010 Plan Check/Permit Number: M09 -103 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 2 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Bow Lake — Transfer /TSO Building Project Address: 18800 Orillia Rd S Contact Person: Tom Creegan Phone Number: (206) 263 - 6476 Summary of Revision: See attached letter and referenced documents. Sheet Number(s): See attached letter and referenced documents. "Cloud" or highlight all areas of revision including date o rev is'o Received at the City of Tukwila Permit Center by: C► y Si- Entered in Permits Plus on t'()- 0 \applications \forms- applications on Iine\revision submittal Created: 8 -13 -2004 Revised: fIBCENED eIT*r OF TUKW to MAY 1 2 2010 PERMIT CENTER • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. evisions will not be accepted through the mail, fax, etc. Date: Plan Check/Permit Number: M09 -103 • Response to Incomplete Letter # 1 • Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Bow Lake - Transfer /TSO Building Project Address: 18800 Orillia Rd S Contact Person: Tom Creegan Phone Number: 206 263 -6476 Summary of Revision: Previously submitted reduced sized plans to be accepted by City of Tukwila. ciTY 0 ruIoMI.A FEB 19 2010 WT ER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: JMarshall • Entered in Permits Plus on 02/19/2010 \applications \forms- applications on Iine\revision submittal Created: 8 -13 -2004 Date: 1/28/2010 Entered in Permits Plus on \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us 1 REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Received at the City of Tukwila Permit Center by: Plan Check/Permit Number: M09 -103 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: BOW LAKE — TRANSFER/TSO BUILDING Project Address: 18800 Orillia Rd S Contact Person: Tom Cree Phone Number: (206) 263 - 6476 Summary of Revision: See attached letter and referenced documents. Sheet Number(s): See attached letter and referenced documents. "Cloud" or highlight all areas of revision including date of revision Steven M. Mullet, Mayor Steve Lancaster, Director c.ry,, : 2 010 P alma CENTER License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status LYDIGML901JL LYDIG + MCKINSTRY LLC Construction Contractor General Unused 4/13/2010 4/13/2012 Active LYDIGGP903CS LYDIG GRANT PLATEAU A JT VENT Construction Contractor General Unused 2/10/2010 2/10/2012 Active LYDIGJV912QL LYDIG-MCKINSTRY,A JOINT VNTURE Construction Contractor General Unused 11/13/2009 11/13/2011 Active LCIBUBT934RP LCI BUILDERS TWO LLC Construction Contractor General Unused 12/17/2007 12/17/2011 Active LYDIGJV937RP LYDIG /GRANT, A JOINT VENTURE Construction Contractor General Unused 12/17/2007 12/17/2011 Active LCIBUB0936QE LCI BUILDERS ONE LLC Construction Contractor General Unused 11/5/2007 11/5/2011 Active OPUSNCL980P9 OPUS NW CONTRACTORS LLC Construction Contractor General Unused 10/29/2002 10/29/2010 Active OPUSLJV911JB OPUS /LYDIG A JOINT VENTURE Construction Contractor General Unused 4/2/2009 4/2/2011 Out Of Business HUNTLIJ927KA HUNT /LYDIG II, A JOINT VENTURE Construction Contractor General Unused 5/1/2008 5/1/2010 Out Of Business HUNTLJV940JC HUNT /LYDIG A JOINT VENTURE Construction Contractor General Unused 4/3/2006 4/3/2010 Out Of Business Name Role Effective Date Expiration Date BRAY, MARK D 01/01/1980 12/17/2007 SWARTZ, LARRY J 01/01/1980 12/17/2007 Contractors or Tradespeople Pier Friendly Page General /Specialty Contractor A business registered as a construction contractor with LEtI to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name LYDIG CONSTRUCTION INC UBI No. 328046357 Phone 5095340451 Status Active Address 11001 E Montgomery Dr License No. LYDIGC *264JC Suite /Apt. License Type Construction Contractor City Spokane Effective Date 4/3/1974 State WA Expiration Date 9/11/2011 Zip 99206 Suspend Date County Spokane Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Other Associated Licenses Business Owner Information https: // fortress .wa.gov /Ini /bbip /Print.aspx 0 Page 1 of 2 09/17/2010 DESIGNED DRAWN Fox TACOMA Vashon Island 6/10/10 B 1/8/10 7/31/09 DATE IKS CHK'D BOW LAKE RECYCLING AND TRANSFER STATION PROJECT LOCATION Tukwila Auburn Kirkland LOCATION MAP Renton Redmond Issaquah CEDAR HILLS REGIONAL LANDFILL DISPOSAL LOCATION Cedar • REVISION DESCRIPTION SITE FACILITIES CONTRACT CONTRACT # C00405C09 Enumclaw FINAL ISSUED FOR CITY OF TUKWILA PERMITS MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS ISSUED FOR CITY OF TUKWILA PERMITS Department of Natural Resources and Parks Solid Waste Division *r; EXISTING BOW LAKE TRANSFER/ RECYCLING STATION King County Department of Natural Resources and Parks Solid Waste Division VICINITY MAP An SAIC Company R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154 -1004 (206) 695 -4700 KING COUNTY OFFICIALS: KING COUNTY EXECUTIVE DOW CONSTANTINE M09 -103 SEPARATE PERMIT REQUIRED FOR: ❑ Mechanical E�Electricai E!'Plumbing G?Gas Piping City of Tukwila BUsLDING DIVISION REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. FILE COPY Permit No. �` 0 Plan review approval is subject to errors and OMISSION. Approval of construction documents does not authorize t s3 violation of any adopted code or ordinance. Receipt 01 approved Field Copy and • is acknowledged: By :. Date: ° *7 5' City Of llukwfta BUILDING DIVISION COUNCIL MEMBERS KATHY LAMBERT LARRY PHILLIPS PETE VON REICHBAUER LARRY GOSSETT JANE HAGUE JULIA PATTERSON BOB FERGUSON REAGAN DUNN JAN DRAGO REVIEWED FOR CODE COMPLIANCE APPROVED JUL 02 2010 pL °- City of Tukwila BUILDING DIVISION RECEIVED JUN 14 2010 PERMIT CENTER PROJECT NUMBER: C00405C09 0 o 0 VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT COVER SHEET, VICINITY, AND LOCATION MAPS DRAWING NUMBER: G011 -0 GENERAL 10 SERIES - GENERAL G011 - COVER SHEET, VICINITY AND LOCATION MAPS G012 - DRAWING INDEX G013 - DRAWING INDEX G014 G015 0016 G0.17 G018 G019 •0020 0021 G022 GO 23 0024 C.:;02.6 0027 G028 0029 .004,2 C, -- 0044 ---- 0045 • --- 0046 ---- 0053 - 0054 - 0055. - 0056 • - CO57 Go 58 0059 . 0060 . 0061 0062 0063 .0064 0065 0066 LEGEND . ABBREVIATIONS GENERAL NOTES AND PROJECT AREA BOUNDARY EXISTING CONDITIONS AND - SURVEY • CONTROL • GENERAL ARRANGEMENT SITE PLAN AND BUILDING CONTROLS .4NJ 2 AND 3 . SftE -ENTRANCE TRAFFIC' MANAGEMENT. P' 41Ii L N F TRAFFIC MA NAGEI'd MILES roNE 2 TRAIT IG MANAGEMENT PLAN MILEJONE TRAFFIC MANAGEMENT PLAN E.ST 0 IN E I R1 i i AGEN4ENT MA:STONE 3A TRAFFIC MANAGEMENT Fl AN • M L H1 N 3B TRAFFIC MA NAGE NI N I PI...AN . 11„..FsTo N E 3C: TRAFFIC M1t\LL,i F. MI E. 1 PLAN MT.ESIONE JD TRAFFIC, MANAGEMENT PLAN • MI:STONE 4 EXISTM SCALE 5"-1; !DUTY REMOW... TR AFflC • 1\i1A NAGEME NT LAIN HAI„..IL AND DISPOSAL PLAN CIVIL AC L rL nJI/( LIT'IC ADN 1D TEM Pi,"..)<RAFr.'f' F.,10. OS 1 C1N ANID SEDIMENT. CONTROL.. • ( 0 1 DEMOLITIO.N PI...AN AND NOTEc; C012. --• SITE. D E M OUP N PLAN AND NIL) 0013 EXISTING SGAE FA(.",: LIT( DE:MOL.ITION P 1 AND NOTES C01 I 1- /0 E \ I C) I., W N P LAN AN D NOTES 0016 vItHTC2U E S FIE GRA.DII\R"; Din 7 P LOAD AND EAST S.11.. 0 FI)11'," (..; RAD NG P LAUNI -C 0 rr•E:. AND EA1::'..IT • SLOPE GRADING P C019 AND FAST SI...OPE (.. C )0 P L. Of D ,A, D FAST 'S L. OPE . C; PA DING S FICT I 0 N 0021 PRE -10AD AND FAT (9' GRAUM 0C. scHFnuLf: AND LI,EFAILS CO22 (I.„)V E. RA Lt... "SITE G DIN C.11i PLAN 9023 FINAL. H.. GRADING • PLAN 002/ ENAL SITE. GRADING PLAN CO25 FINAL. SITE GRADING PLAN 0025 1T 1Nti.. ;TE GRADING PLAN CO27 II \l 5IJE ( RAOING FtAN 02„ r F 9 (.1;R.AF.i)ING PLAN 0029 SUE . RADI N G PLAN co :10 CURBS E. c?.,c 0031• CURBS 1 ROFftE5 • 0032. FINAL SITE (..;RADIN(.. 003.3 FINAL_ r F GRADING SE.C.T,TION5 CO3 FINAL_ GRADING SE 00,35 ---• FINAL. 1 RADI N (.3 ,..E011101"1.'IS C 036' FINAL SITE G RA D I G E.; 0 NIP. 0 L. POINT 0037 - TEmp0RARY EROSION AND I MEN C 0 NITR() L GENERA._ 1'10 CO38 TEM P RARY E OSION AN-IL) SEDIMENT C 0 NTT R 0 I._ (.1; E RAI._ IN c0 ,3`,.? fti EM PO RA RY E F 0 510 N• •AND S.; EDI MENT 0 NT R C04.0 INTD1.. TEMPORARY FRUSION AND SEDWIENT CONTROL PI .0041 PPE -LOAD . (IN - PLACE) TEMPORARY FR0 P2310N ;\N[; D IA1 • CONTROL_ PRE[. 0/9) 00L-•LACE) R EK6100 AND SEDIMENT C ()NTH 0 L PLAN FINAL TEMPC)IW\RY FINAL. P 0 RA RY FROSIOfd AND 5 ED TA ENn TEMPORARY F1O5ICH AND SEDIMJ,IT CONTROL IEW(DRARY EROSKY1 AND SEDIMENT CONTROt 5(1-70 8ER, IFS P WI C I • 0051 - MIl ESTO i E 2 SITE P!'-\\JING CO52 OVERALI ANAL • SITE PAVIING PLANI HINAL. H NAL FINAL FINAL SITE. PAVING S[TE PAVING SITE PAVING STEE PAVING .PL.AN PLAN PLAIN PLAN • Fl NAL SITE P.A,VI NG P LAN FINAL SITE 'PAVING PLAN ROAD A PROFILE - STA -A5+00 TO • /15+00 ROAD A PROF !LE -- STA 15+00 TO SA 32+00 ROAD B • PROFILE - STA 0+00 TO `,..-3TA 13-1-00 . EIN.AL SITE PAVING CURB . RETURN TABLES FINAl.„ SITE PAVING .CU.RB RETURN TABLES PAVE M E. NT AND . SURFACE SECTIONS MISCEI.I.ANEOUS PAVING .DE"FAILS TYPICAL ROAE) OVERLAY SECTIONS . .80 SERIES - UTILITIES (WATER AND WASTEWATER) 0081 - SITE UTIUTY • SYSTEMS AND -. KEY MAP C082 SITE WATER SYSTEM • Pt AN C083 - SFE WATER SYSTEM PLC I Alf s' cT 0 [ 0085 - SITE WATER SYSTEM PLAN ER(...)510111 \ ND SEDIMEINT CrnprripIC DESIGNED DRAWN 0 PLAIN IKS ABG VERIFY SCALE BAR IS ONE INCH ON ANSI "D". DRAWING 0 1" A REV . 90 WATER \NAT R /VI Vit WAT (.1,09 I S ‘kv71\1 t 0092 -- \A9\TER C093 - sHL WATER 0 0 Al i T \NA:T[7_ p 3095. - SITE., WATER C097 - SFr_ WATER Sftwa MEMORY 6/10/10 1 1/8/10 7/31/09 DATE co87 flOPC: JW,11 H .-. wAS"f PP\ TER SYSTEM SIT 0 VALVE PLAN AND SCHE LE WAS . SYSTEM 9110 VI ' E DETAILS C 1 08 SITE" WASTEWATER 7 - ST 0 R M ER COMPR E ED AIR MANHOLES C109 - UNDERGROUND MULTI . CONDUIT DETAILS CI10 SIIE 'WASTEWATER SYSTEM NOTES AND SCHEDULES - 1 1 0 - 1 20 R FACE WAJE91. 1 1'1,11-1 • ---- 0 F1C.; E WA SYSTEM PLAN 9 112 SURFACE ( -1-7 • - C 1 1 4 - SURFACE CI 15 - SURFACE - c-' C117 •- 5U RFAC E 5U R FAC E sulA 1 20 • SURFACE • 0122 SUFTACE • 0123 - SURFACE C124 SURFACE C125 - SUR rAcE Cl 25 - SURFACE c127 - SURFACE WATER SYSTEM SURFA.CF . W AI ER CUR ft CUTTER AND 2 STE:WALK - CURB, FUER AND SEFWALK C1 41 GUAR DRA d DETNLS _ . 01 1 ; ' 1 :1 , FENCE. ANI G,ATE D ErAl LS ; - E. NI C I \IG AN F1 D I .AIL..8 C - M151C N FO ET AI I. (f.,1 -- I\ LA G FL. IN \JENI 1 1 1 RAG I NVE N T 0 P2sir C Ii S1t ij '1 0 r PV C 154- Is) / 0158 c 1/7,0, 6c.) 0191 IKS IKS IKS IKS CHK'D c!!:70 J SIGNAGE LOCATION PEP SCALE AREA SK 510W3 E LVO U T D FTN LS • S; I G NAG F. LAYOU I D E. TAI S 9K3NAGE • 1._,WD U I DETAIIS G NAG E LAY0 ITC • DETAILS S I G NAGE LAY° LIE DETAILS • G NAG E. LAYOUT. DT 'TAILS SIG NAGE, LAY° DETAILS _SIGNAG INI9T1L1ATION DETAILS . KRH KRH, KRH KRH APP'D SYSTEM if0F11 5YSTEM P PORES P RO ELLS SYS EM PROFUS SYSTEM PROFILES SYSTEM DIF:17A.E SYSTEM D ETN LS SYSTEM NG H LINE SYSTEM • HE H Li NE SYST FM HU-LUNE SYSTEM !-l!GFLlNE SYSTFM HOH[ I;NE \T'S;TEM PLAN PLAN SYST PL./AN PRO011-, SYSTEM PROH LE Sr-'_"..SIT.:.M R 0 FIE `STATION AND INNIlIEWATER VALVE PLAN, 1ND WATER DI STRICT WATER DISTR.! CI wATER DISTRICT WATER DISTRICT WATER DISTRICT v5\ 199 SYTEM NOTES AND SCHEDULES . WATER SYSTEM WATER, SY(.;TEM WAIF R SYSTEM WATER SYSTEM 72Y9 T[ WATER SYSTEM i\,./1 WATER E WATER SYSTEM wATFR ',SYSTEM \Ai/ATER EM WATER SYsTcm wATFR SYSTEM WATER SYS) \NATE R SYSTEM STANDARD DUNES STANDARD DETAILS STANDARD DETAILS STANDARD DETAILS STANDARD D FIN LS PLAN PLAN PLAN PLAN PLAN PLAN PLAN PROFILF; PROFILES PROFILES PROFILES PROFILES PROFILES DETAILS DETAILS 011 /WATER SEPARATOR DETAILS ',STRUCTURE SCHEDULE 150-160 .:)..TIRIES • ---- SITE IMPROVEIvENTS (" • ADVFRAL.L PAVEMENT -STRIPING, 'FENCING,. AND GUARDRAIL PLAN . PAVIJADIT STRIPING, FEINCII\IG, AND GUARDRAIL PLAN • 0.1,33 PAVEIviENT STRIPING, FENCING, AND GUARD-AIL PLAN • G.134 p r1 91 ENCING, AND GUARDRAIL • PLAN - \ V FIENT 71 '9 FE . \IcING, AND C.;1,..)ARDRAIL DEAN Ri\\d1 \.E7711 ST 99) 5 F N0tN AN D C JAkDAl PLAN - PAVEN/FNJ STIRA P ILW AN D GLIA R D RAI L.. PLAN AND DETAIL.S 7 \ SI R F G • ID E[1I.,3 n FIA LS nETAH._3 ; LAN - ENTRY AREA - ACCESS 9OAD & MAIN SITE STRUCTURAL • 13011 - STRUCTURAL NOTES S012 STRUCTURAL QUALITY ASSURANCE - • 3013 • STANDARD STRUCTURAL . D ETN L5 S014 - STANDARD - STRUCTURAL DEIN LS. 8015 -• STANDARD STRUCTURAL DETAILS • \jo - /7 Q, DE7AI1,3, SC 17 'STANDARD STRUCTURAL DETAILS • FINAL ISSUED FOR CM' OF TUKWILA PERMITS MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS ISSUED FOR CITY OF TUKWILA PERMITS REVISION DESCRIPTION .S022 - GUARDRAIL/HANDRAIL DETAILS AND • LIGHT GAUGE, - FRAMING DETAILS 90 )7 - LIGHT GAUGE FRAMING DETAILS. 100 SERIES - .TRANSFER AND - TS0 BUILDING 13101 - TRANSFER/ISO BUILDING 7 - COMPACTOR BAY PLAN 3102 TRANSFER/ ISO BUILDING - CO VACTOR BAY PLAN REINFORCEMENT AND 30101 LAYOUT 9103 I BUILDING. - TIPPING AND RECEIVING LEVELS . FLOOR PLAN . • S10 TRANSFER /TS0 BIJILDING • - TIPPING AND RECOVII\IG UNELS FLOOR ELEVATIONS 8105 TRANSFER/ISO BUILDING PPING AND RECEIVING LEVELS MISCELLANEOUS METAL PLAN S106 - TRANSFER/ISO BUILDING GENERAL APRANGEMENT • i 9 - TRANSFER/T50 . RADII G 7 .50 FHDOR PLAN DEINL 3108 7 VANSFP/T80. BUILDING 7 S0 FLOOR PLAN DETAIL • kFiNFOFTEN F NT .5109 TRANSFER/ISO BUILDING . 7IPPING • AND RECEIVING LEVELS FLOOR. PLAN DETAILS • 9110 TRANSFER/ISO BUILDING - COMPACTOR BAY SECTIONS 5111 - T9Al\SP[R BULDING --- COMPACTOR BAY SECTIONS S112 - TRANSFER/ISO BUILDING - COMPACT02 BAY SECTIONS 8113 - TRANSFER/ISO BUILDING - COMPACTOR BAY SECTIONS 8114 - TRANSFER/ISO BUILDING COMPACTOR BAY SECTIONS 3115 TRANSFER/ISO BUILDING - COMPACTOR BAY WALL SECTIONS 3116 TRANSFER/TS0 BUILDING COIVIFACTOR 3AY WALL SECTIONS 5117 TRANSFER/ISO BUILDING COMpACTOR 'BAY WALL SECTIONS 7 TRANSFER/I5° BUILDING COMPACTOR 3AY COLUMNS 5119 TRANSFER/ISO BUILDING WALL SECTIONS AND ELEVATIONS 5120 TRANSFER/T50 BUILDING BEAM ELEVATIONS . 5121 TRANSFER/ISO BUILDING BEAM 'ELEVATIONS 9 22 TRANSFER/ISO 91 111 - BEAM ELEVATIONS 5123 TRANSFER/ISO BUILDING BEAM ELEVATIONS . 3124 TRA SF BUILD G 7 ,,EAM ELEVATIONS 9 125 TRANSFER /T50 BUILDING BEAM ELEVATIONS 3126 - TRANSFER/ISO BUILDING BEAM ELEVATIONS . c19-7 TRANSFER, ISO BUILDING MISCELLANEOUS SECTIONS 9 128 - TRANSFER/ISO P ILDINC MISCELLANEOUS SEGTION 51 29 - TRIANISFER/ISO BUILDING MOMENT FRAME FOOTINGS 5130 - TRANSFER/ISO BUILDING MOMENT FRAME FOOTINGS 9 131 - TRANSFER/ISO BUILDIN G MAIN FRAME FOOTINGS S132 - TRANSFER/ ISO BUILDING - MOMENT FRAME FOOTINGS 8133 T;ANSFER/ISO BUILDING ISO COLUNi N FOOTINGS 3134 - TRANSFER/ISO BUILDING - A-LINE WALL, 19-LINE WALL 3135 - TRANSFER/T$0 BUILDING - P - LIN E WALL, 20-LINE WALL. AND -LINE - WALL . 8136 --- TRANSFER/ISO BUILDING M - LINE. WALL .. 51-37 --.-- TRANSFER/ISO BUILDING SOUTH PUSH WALL • 5138 TRANSFER/Th• BUILDI NG • - TIPPING. WALL • S139 TRANSFER/P,'.30 BUILDING .- MISCELLANEOUS SECTIONS 3140 - N -jA LOADING DOCK RETAINING WALLS 5141 NPA LOADING DOCK RETAINING . WALLS 9142 TRANSFER/ISO BUILDING - SPA WALLS 51 43 TRANSFER/ISO. BUILDING - TOP LOAD. BAY WE. WALL • • S144 - - TOP LOAD BAY EAST WALL 3: MISCELLANEOUS - VITAL ARMOR PLATE 5 MISCELLANEOUS • METAL TOP LOAD S'I47 3148 - 9149 - 5150 5151 - TRANSFER/ISO BUILDING TRANSFER/ISO BUILDING TRANS0E9/1S0 BUILD.ING & COMPACTOR CHUTES TRANSFER/ISO BUILDING BAY BACK PLATE TRANSFER/ISO BUIL CHAIN TRANSFER/ISO BUILDING CHAIN TRANSEER/ISO BUILDING MISCELLANEOUS DETAILS IRAN S R/TSO BUILDING WALL offmnmc• MISCELLANEOUS METAL . TOP LOAD DING MISCELLANEOUS VIETAL - POST AND -7 MISCELLANEOUS METAL - TRUCK WAS0 King County Department of Natural Resources and Parks Solid Waste Division vIETAL - - JOST AN D BULL RAIL, NPA DEBRIS 200 SERIES - . I .ANSEER AND ISO BUILDING 8201 - TRANSFER/ISO BUILDING TIPPING & - RECEIVING LEVEL DLAN 8202 - TRANSEER/ISO BUILDING ISO LEVEL PLAN 5203 - TRANS. FER/TSO BUILDING ROOF LEVEL PLA 8204 - TRANSFER/ISO BUILDING ENLARGED FLOOR PLAN EQUIPMENT & LOADING LEVELS 3205 - ISO BUILDING ENLARGED FLOOR PLAN ISO LEVEL PLAN 3206 150 BUILDING ENLARGED FLOOR •PLAN "ROOF LEVEL PLAN 3207 - ISO BUILDING PENT-OUSE ROOF AND MECHANICAL PLAN S208 TRANSFER BUILDING. EAST & WEST WALL FRAMING ELEVATIONS 5209 - TRANSFER BUILDING NORTH & SOUTH WALL FRAMING ELEVATION 3210 - TRANSFER, BUILDING - MO 'ENT FRAME ELEVATION'S 3211 TRANSFER BUILDING tv OM ENT FRAIE ELEVATIONS S212 213 S214 5215 5216 3217 8218 3219 5220 S221 3222 3223 3224 5225 5226 - n, - 3228 5229 5230 S231 3232 5233 5234 3235 S236 5237 - 5238 - 5239 - $240 - S241 -L S242 5243 - S244 - S245 3246 5247 3248 S249 S250 S251 5252 C'257 5254 3255 5256 3257 3258 S259 3260 3261 3262 5271 S272 -JL 13 3274 S275 S276 3301 3302 5303 3304 3305 3306 5307 3308 S309 3310 5,311 5312 3313 5314 S315 S316 3317 S318 33.)19 - ^ TRANSFER - BUILDING MOMENT FRAME ELEVATIONS TRANSFER BUILDING MOMENT FRAME ELEVATIONS TRANSFER BUILDING MOMENT FRAME. D TRANSFER BUILDING MOME I FRAME DETAILS TRANSFER B.UILDING I FRAME DEINLS TRANSFER BUILDING •MOMENT FRAME DETAILS TRANSFER BUILDING .MOMENT FRAME DETAILS. TRANSFER BUILDING BRACED FRAME EL.EVATv„Is TRANSFER 'BUILDING BRACED FRAME • DETAILS ISO 3UILDING WALL ELEVATIONS • ISO BUILDING BTACED FRAME ELEVATIONS . • ISO BUILDING -BRACED FRAME ELEVATIONS • 730 BUILDING BRACED FRAME DETAILS TS° BUILDING BRACED • FRAME DETAILS IS° BUILDING BRACED FRAME DETAILS • ISO BUILDING 3RA0 ED FRAME DETAILS. . 130 BUILDING FAN COLUMN [LEVA1l01J 2 DETAILS TRANSFER BUILDING 1-100IZONTAL BRACING PLANS - - RANSFER BUILDING HORIZONTAL BRACING DETAILS TRANSFER BUILDING HORIZONTAL BRACING D LI AILS TRAI 0 I,11LDIN5 FIORIZONTAL BRACING DEALS TRANSFER BUILDING SKYLIGHT PLANS Alc DETius TRANSFP BUILDING SKYLIGHT PLAN AND DETAILS TRANSFER/TSQ BUILDING SKYLIGHT 3 L./1N W") DETAILS TRAVER BUILDING. FRAMING DETAILS TRANSFER BUILDING FRAMING DETAILS TRANSFER BUILDING FRAMING DETAILS •TRANSFER BUILDING FRAMING . DETAILS TRANSFER/ISO BUILDING . FRAMING DETAILS TRANSFER BUILDING FRAMING DETAILS. TRANSFER BUILDING FRAMING DETAILS TRANSFER BUILDING FRAMING DETAILS TRANSFER/TS0 BUILDING FRAMING DEIAILS - • IRAN SFER/ISO BUILDING FRAMING DETAILS TRANSFER/ISO BUILDING FRAMING DETAILS TRANSEER/TS0 BUILDING. FRAMING DETAILS TRANSFER/ISO BUILDING FRAMING DETAILS TRANSFER/TS0 BUILDINC:;.; .0000 MECHANICAL „JUPPORT PLAN TRANSFER/ISO BUILDING ROOF MECHANICAL SU p PORT . DETAILS TRANSFER /TS° BUILDING ROOF PLAN - VIVI - TRANSFER/ISO BUILDING NORTH & WEST - TRANSFER/ISO. BUILDING EAST • ISO BUILDING - BREAK 00071 ELAN •& DETAILS - ISO BUILDING STAIR FRAMING • STAIR • '1' TRANS0E0/1S0 BUILDING STAIR PAMING STAIR '13' AND TRANSFER/130 BIJILDI NG STAIR DETAILS TRANSFER/ISO BUILDING STAIR DETAILS - TRANSFER/TS° BUILDING EXTERIOR STAIR TRANSFEVISO - BUILDING EXTRIOR STAIR TRANSFER/ISO BUILDING EXTERIOR • STAIR TRANSFER/ISO - BUILDING MISCELLANEOUS NORTH PROCESSING AREA FLOOR PLAN NO 'RIF! PROCESSING AREA ROOF PLAN • NORT--I PROCESSING AREA WALL ELEVATIONS NORTH PROCESSING AREA BRACED FRAME 'ELEN/ATINs NORTH PROCESSING AREA DETAILS NORTH PROCESSING; AREA DETAILS . 300 SERIES - SCALE Fi\CILiTY ELEVATIONS WIND IIYADING 0 LEVATI 0 S W1I \ 1 D L 400 SERIES - RECYCLING 3UILDING S401 7 SOUTH PROCESSING AREA SLABS PLAN 3402 - SOUTH PROCESSING AREA SLAB DETAILS 5 5403 - RECYCLING BUILDING FOUNDATION & 0000 F S404 - RECYCLING BUILDING DETAILS 5405 - RECYCLING BUILDING DETAILS 11W An SAIC Company R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 IND L.C.. FRAM IJ\TO - DETAILS D ETN LS DE T A I L...) SCALE FACILITY GENERAL ARRANGEVIENT PLAN MIST SCALE FAD LEN GENERAL AR 'RANGEMENT PLAN • EAST - SCALE FACILITY GENERAL ARRANGEMENT SECTIONS SCALE • FACULTY GENERAL ARRANGEMENT SECTIONS 7 SCALE. FACILITY FOUNDATION.. PLAN - WEST SCALE FACILITY FOUNDATION PLAN - EAST. SCALE FACILITY FOUNDATION DETAILS . SCALE - Eh:1L[1"Y •FOUNDATION DETAILS - SCALE FACILITY UNDERSCALE SLAB PLAN SCALE. FACILFTY FOUNDATION DETAILS • SCALE Will's( SCALE OUSE PLANS SCALE FADLITY SCALE HOUSE PLANS SCALE FACILITY SCALE HOUSE SECTIONS SCALE FAaLITY SCALE HOUSE DETAILS SCALE WILITY SCALE HOUSE DETAILS SCALE FACILITY SCALL HOUSE .DETAILS - SCALE FACILITY SCALE -OUSE DETAILS SCALE FAD LITY SCALE HOUSE DETAILS SCALE. FACILITY SCALE F OUSE DETAILS iT 0, t. REVIEWED FOR CODE COMPLIANCE APPROVED JUL 02 2010 _BUI °f DING D BOW 500 SERIES - SITE_ WALLS - 5501 RETAINING WALL G •S502 -• -RETAINNG WALL H S503 7 RETAINING WALL J 35(D4 RE...T.A1 N G \A/ALL . RETAINING V!ALL • • 9505 RETAINING 'WALL. K - 5507 - RETAINING \NALL I • 0,00 .41SCELANEOUS STRUCTURES 5 601 - TRAILER YARD. TRUCK PADS - 'GENERATOR/FUELING STATION FOUNDATION 5; I (3 N BRII3GE. SIGN BRIDGE FOUNDATIO SIGN BRIDGE \ 3607 CONCRETE BARRIER 5608 -.- CONCRETE BARRIE ARCHITECTURAL nnnr c:-dImoPy cs101 -- ISO 'BUTIANG - CODE SUMMARY- - COMPACTOF LEVEL 3S201 TRA1lSFER/T50 BUILDING - CODE SUMA/M - TT)PING AND RECFNING LEVELS (751 .)3 T50 BUILDTIG - CODE SUMMARY - LEVELS c's ;IDA ITS0 BUILDING - CODE SU I\VIARY - .;0 LEVEL u;),...A.:1 SCALE FMAETY & RECYCUNG 371I1.1 NG CODE SUMMARY FLOOR PLANS 10 SERIES - ARCHITECTURAL GENERAL A011 - ARCHITECTURAL GENERAL ARcHriMU RAE GENERAL NOIFS • coDE NC 09 & LEGEND ARCHITECTURAL GEN CRAL ARCHITECTURAL GENERAL SCHEDULE ARCHFIECTURAL GENERAL ARCHITECTURAL GENERAL. ARCHITECTURAL A014 - 4015 A016 - AND I....OA DING scHEDULE WALL, RI..00R P50 TYPES DOOR IPES & SCHEDULE WINDOW 'TYPES & SCHEDULE - OPENINGS SCHEDULE . , . A017A - ARCHITECTURAL GENERAL - OPENINGS SCHEDULE Au • IAW,F N AL 401 2 - ARCHITECTURAL GENERAL RECESS SCHEDULES • A020 ARCHITECTURAL GEN ERAL A021 ARCHITECTURAL GENERAL - ARCHITECTURAL GENERAL - ARCHITECTURAL GENERAL. - - ARCHITECTURAL GENERAL - ARCHITECTURAL GENERAL - A024 1025 t..("kik± - FIRE EX ING[JISHER -• H.MR - SIGNAGE SOLED...ILE t - \IT L E F ( D [All • I DETAIL.S CAS EWO FOK DETAILS - 1 \3F3 1 95 DETAILS 100 SERIES TRANSFER AND ISO BIJILDINCS 1101 - ISO BUILDING; FL.007 . PLAN --- COM PA.CTOR LEVEL ISO BUILDING HORIZONTAL.. CLEARANCE PLAN COM PACTOR • • L_ Al 0.2 TRANSFER /ISO BUILDING - EL000 PLAN --- TIPPING • & RECEIVING 1-11 A C)/1 AI 05 All A194 Al25 1126 P0 27 11 28 Al29 Al 31 A1 A134 A135 11 LEVELS . ISO BUILDING. - FLOOR PLAN FOU 0 U14 & LX).AF)ING LIE \IRS 'ISO BUILDING - FLOOR PLAIN - ISO LEVEL TRANSFER/ISO BUILDING - ROOF •• ISO 0011 9(713 ENLARGED 0000 PE I\LTH 01 E PLANS TRANSFER/ISO BUILDING -111TER1.1)1R ELEVATIONS -- . SO JTH LAST • - TRANS0E0/T.50 BUILDING - ID( I ER IOR 01_.EVATIONF: - NORTH WEST 55 RUII DING & PENTHOUSE -- ENLARGED EXTERIOR ELEVATION TRANSFER/ISO .BUILDING --- • ENLARGED EXTERIOR ELEA -- „! -- RANSFER BUILDING - E.NLASGED EXTERIOR ELEVATIONS • TRANSFER BIJILDING BUILDING - SECTION'S ---- NORTH & - TRANSFER BUILDING BUILDING SECTIONS • E.Agi & WEST 150 3UILDING - LONGITUDINAL BUI1.0100 SECTIONS - COMPACTOR ISO BUILDING LONGITUDINAL COMPACTOR SECTIONIS VERTICAL CLEARANCE PROFILES . • 130 BUILDING .- LATERAL BUILDING 5001I001 ISO BUILDING - LATERAL BUILDING SECTION ISO 3UILDING LATERAL • BUILDING SECTION 130 BUILDING --- BUILDING SECTIONS ISO BUILDING . BUILDING SECTIONIS 'ISO. BUILDING - PENTHOUSE SECTIONS .& DETAILS TRANSFER 3UILDING WALL SECTIONS TRANSFER BUILDING --- WALL SECTIONS TRANSFER/TS° BUILDING WALL sumoNs IRAN:SFR/ISO BUILDING - • WALL SECTIONS IRANSEER/ISO BUILDING WALL SECTIONS :R/TS BU 11 JILDINI IONS & DETAILS LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT DRAWING INDEX RECEIVED JUN 1 4 2010 WALL • SEcTIgNs • PERMIT CENTER ALL SECTIONS PROJECT NUMBER: SHT. OR 2 000405C09 DRAWING NUMBER: G012 619 17 17 3 v O O H O c v 0 N Al NI" 0 Y 1- 0 CAD CNi 0 I 0 0 0 c O v CD AR CIF 1100 x''.:141 -_ Al 42 A14. Al 4 Al 45 Al 'r (I; 1 f 1 'OL_;_IN1 is O !_3'.,111 !.)11 \ir; c:.1-E_1';r1 R r r 47 -- r:3O BUILDING L_LE:_bo lloP \I P:i Al 48 Al 49 ._.. ISO 31111..DIN.IP.• 4.1 51 -- 1.;t? Bl1IL.,L)1NNc. Al 52 ,"} 11. 111 1_. L...LIVELS Al F_3 1L.IE)I1'( AREA =4, \2 A154 1 - `;(:' BUILDING ,'AFB'( -1v PI...NT1; A155 11 i1:I IS 1 EE? , 131-.ill_DINIC; 1 L:_ I t! NC; (.+ 1:1.1 IN!( E <f I [ l_.`,• I E;1_I I i ,i1P !: I:. R> / E c)C) ' �`l1fL I�iiI(;+ El[_L�Lf._,.ELL. (..I- ii_IN CI PLAN AA,159 ,,,t L1 i tIi` G, ';., I- .1.:,G 11- (r L- .,1(1 -> PLAN �, � .�,1� , {�'['t • II li , i - F =1 , -- r - h 1 -� I'tr I -_ I i - t !.;,! � �L . - 1� ,_�L -- liv'��! r II .10 , L,`�_Vr' l (�...�i,1 1!(7 1-1v /A150 Al 57 A 1 0 Al( P,16/1 t-t.1-. A156 Al 67 161161_1 Al '71 Al 2 Al 73 Al 74 '1:76 , 77 Al 81 ,. ?y , ..\ 1 (Yi'' 1 Al 8(_ Al Al r:17 ' P 1, 88 A 19 1 Al 92 Al 93 Al 94 A195 A196 A197 8 A199 A302 r"� A30,3 A3 . 11 A,.) II A361 7 ' /-tip{ 1 A37? /\38 .1 A.391 T r :•?.A N 2 1 , I }1NIG. \f '�+1 t :i! ,,_.,_- 1 ''U11__0 1 11 L611 AIL:1 I 1 „' t)I_IIL,U'`lO 9211 i 11,1 (_; • - -,. )11- 1111 It .t • \A/I1 .!1 4(7)VV 1.1.E1 SCALE EACil_IiY -- IA1L i n.C111 ' _.- • FACILITY I`OR1I1 fr x)11T1_I � 1k,. r,. .. FACILITY IY A_ LIT)/ t - E 1 1 I 'SCALE FAO :1. 1. 1 ; 1 AC ...I I 1 r2 ,I l- ITY ;)C 7A LE E A CILIFY , : ,(7 ' l_I . ,:I-(1 1L.. . !_-"VAT (1)i 1 _._L_VA i ` ' , �' f 1 1 1 , l 1 1' A I L. BL)I! MINI(; I , (111 , 0{,1(; t BUILDIN(..3 BU IL+)INIG 200_ 6211126 _ (j,;t "1r A201 NJO 1lII A202 •_ NORTH 1 ! [` I?1 I:. i1 \! }, /,Rf:_.!4 "! NORTH P I) ( It mot` 1'v' AREA A221 NORTH PROCESSING; AREA FI2VA1106S ! °' 5riAt_y A231 NORTH 990(',:':1S1NI( "; y 7 . ; A281 NORTH 1, t )( SERIES --- AC _ ! Y A„,390 SCALE E-/,(; 1'8'1,(,1 I 30.1 C „ `1 h LE i AG I 1( _.. C: I R. • r \ CO 1l./l15 ISO cc.) 1r:tlE::I (1 (7 (1 1 r EAD 11+ ti; ? }11 ) E.I11r!(3 E:l 111 r; : -9 1 ' 1 BUILDIING 261)6)9 DEf AII..'2 NIDOW DETAIL PNEUMATIC I UB E1\11 ,r t HUiLDI 1`,1(7 - ;t, E: IIf,(�;,;1, `.AE E i[. DE .rF RR1:-.. NT DEP 9L_A1`'I PLAN - l- Y T1 L'11 F7 ELL. 1UILDiNG 4 6 ','(' 'AI . S20116 1:1)1 ` I I : : , ,,. CBI !NG i~,•'11_.T H A'N.2 • BEAR \ iE.P PLAN ELL , 'T1O 'c 81-FA DE DESIGNED DRAWN IKS ABG 1 IIII( VERIFY SCALE BAR IS ONE INCH ON ANSI "D” DRAWING 0 1" C B A REV 6/10/10 1/8/10 1/8/10 7/31/09 DATE I MECHANICAL 10 SERIES — GENERAL . M011 — MECHANICAL LEGENDS A , : MECHANICAL ;1 ,I .' ( r t r. rt t SHEET P r T -1 1` il• i .._ ,',-.- 1 :1 , {”- l,i ri_i.ri: LL. uI S IE_`_. M013 — MECHANICAL SCHEDULES — SHEET 2 M014 — MECHANICAL SCHEDULES — SHEET 3 M015 — MECHANICAL SCHEDULES — SHEET 4 M016 — MECHANICAL SCHEDULES — SHEET 5 M017 — NREC COMPLIANCE AND MECHANICAL ABBREVIATIONS M018 - MECHANICAL DETAILS 100. SERIES — TRANSFER AND EMPLOYEE BUILDING COMPACTOR, 1_,.,d1�_le; LAN EAST M103 — TRANSFER /TSO BUILDING TIPPING /RECEIVING LEVEL — MECHANICAL PLAN M104 — TRANSFER /TSO BUILDING TSO LEVEL /TIPPING /RECEIVING LEVEL — UPPER LEVEL MECHANICAL PLAN M105 — TRANSFER /TSO BUILDING MECHANICAL ROOF PLAN r � r ti 1 "' i�-. -� �1 ,t i ,, t V i _ r °_, ,, 1� Plt - C` R t II I _ 1 , , ._ 11 . 1 1;3r r -- .,IERIOR 9:. Et,1AIl,1N5 F_ASI 16 WE, it Fro r ,. s -, E, E A F A ` N WALE Dur1 0 a_J1f t.�E LL1_ /4 ION AND \(AI,.L_ `7.10.' O(-i M108 - TRANSFER BUILDING NORTH PROCESSING AREA MECHANICAL PLAN DIN f _ ; 91 _ DROP `915)29 SUPPORT DETAILS 11 I' _; L.D1NG DOWNS, i il,,t,I N HOSE SE I( I Pr M113 TSO BUILDING COMPACTOR LEVEL ENLARGED HVAC PLAN M114 — TSO BUILDING COMPACTOR LEVEL AREA PLUMBING PLAN M114A — TSO BUILDING COMPACTOR LEVEL AREA PLUMBING PLAN M115 — TSO BUILDING COMPACTOR LEVEL AREA HVAC PLAN 1 ; 5 -- ,,() 1.1611_-DIN1.! COMPACTOR LEVEL BUILDING .ate C EION5 M117 - TSO BUILDING COMPACTOR LEVEL VAULT DETAILS 11 I ! S'.' PL.I1I._E_PI 1;r. '.ON,1, A, :.I..06 LL'v /EL. 2L111SING 2ECT10NS M121 TSO BUILDING TIPPING /RECEIVING LEVEL ENLARGED WATER AND DRAINAGE PLAN — LEVEL ENLARGED ISO BUILDING .TIPPING RECEIVING GED HVAC PLAN L E R TIPPING/ RECEIVING — TSO BUILDING TIPPING / RECEIVING LEVEL ENLARGED PLUMBING PLAN SO UUILDiNG TIPPING //RECEIVING LEVEL EL AREA PLUMBING PLANS - T ANSFER/ RECEIVING LEVEL MISTING ROOM TSO BUILDING TIPPING /RECEIVING R / / PLAN M125 — TSO BUILDING TIPPING /RECEIVING LEVEL HPU /DUST •COLLECTOR AREA PLUMBING PLAN M125A — TSO BUILDING TIPPING /RECEIVING LEVEL LOADING AREA ENLARGED PLUMBING PLANS M126 — TSO BUILDING TIPPING /RECEIVING LEVEL HPU /DUST COLLECTOR AREA HVAC PLAN IKS IKS IKS IKS CHK'D FOUNDATION PLAN • ' :i 0 I' N KRH KRH KRH KRH APP'D 1 ' - I T I O N 96)07 PL.AN & BUILDING SECTIONS IT1TER O INTERIOR 2I _°\4 1)1, S WALL SE( ! 0 ,2 6-FITAILS 0 0, ACT,. R i ,. t L�_/ TIPPING/ ISSUED FOR CITY OF TUKWILA PERMITS REVISION DESCRIPTION ,s rtil:� IE`'IG IT LAf--1 1j PIN I:i; RAINAGE \NAT_R AND DRA WATER ANT DPA,IN FINAL ISSUED FOR CITY OF TUKWILA PERMITS MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS M127 — .TRANSFER /TSO BUILDING TIPPING /RECEIVING LEVEL DUST COLLECTION SECTIONS M128 — TRANSFER /TSO BUILDING TSD ROOF LEVEL SOUTH ELEVATION HVAC M129 — TRANSFER TSO BUILDING COMPACTOR LOADING AREA SECTIONS M1;;1 .. BUILDING ., SCi LEVEL. ENLARGED : -R AND DRAINAGE Ilr � .W! I - MO ,.3JiE._�I.1C T _. ,.. __�. - VLL. C..�.. ,R.7ED WATER . �,�U JI J,,1.A,.� }_ PLAN M132 — TSO BUILDING TSO LEVEL HVAC FLOOR PLAN • — WEST M133 — TSO BUILDING TSO LEVEL HVAC FLOOR PLAN - EAST M134 — TSO BUILDING TSO LEVEL MECH ROOM ENLARGED HVAC PLANS AND ELEVATIONS - M135 — TSO BUILDING TSO LEVEL MECH ROOM ENLARGED PIPING PLANS AND ELEVATION M136 • -- TSO BUILDING TS(.) LEVEL PLUMBING FLOOR PLAN -- WEST M137 — TSO BUILDING TSO LEVEL PLUMBING FLOOR PLAN — EAST M138 — TRANSFER /TSO BUILDING TSO ROOF LEVEL ENLARGED. HVAC PLAN M139 — TSO BUILDING MECHANICAL SHAFT SECTIONS AND DETAILS M141 • — TSO BUILDING TSO HVAC DIAGRAMS - HYDRONIC AND AIRSIDE .1 �L -._ TRANSFER/ISO 3I l D G 9 ;t A T I W BOOSTER S , . S Evl ,L L,_11_I „I I.� �- 11.1�1>�..._I�/NF'� ,rOC..lc -�, .�Y5[ -M SCHEMATiC DIAGRAM • ,:' C,. if A\ST_-� I _ w _ r ,.) CA'N�t(:7[ (' :N u 4 N..) t i6 G .J _ PL' C; `G11 .� , , .,_ IE..NA �i� L Rr1:: /°,..C_ ,,0�z :f: \OL A.11� MgNITOR.N.� �!(_i ,E_NI!�Ti�, f� r,�c: qqc DIAGRA6 5 611'1.4 - -- MISCELLANE01.15 CONTROL. AND MONITORING SCHEMATIC DIAGRAMS M145 — TRANS•ER /EMPLOYEE BUILDING HYDRONIC SYSTEM. DIAGRAM - PART 1. M146. — TRANSFER /EMPLOYEE. BUILDING HYDRONIC SYSTEM DIAGRAM — PART 2 •M147 — MECHANICAL SYSTEMS SEQUENCE OF OPERATIONS M148 • — MECHANICAL SYSTEMS SEQUENCE OF OPERATIONS l !! Rr _, - �} f_1 -C�r.. ! f t (` WATER C -C3 C• SCHEMATIC I r T 1,A,NSFEP ISO BUILDING tJx;1,_1, SYSTEM SCHEMATIC - PAP ,T Ili 'I r i ...... T 6,ANlSI-L6/ TS; 91JILDINC WATER SYSTEM 201-1E MAT IC • PART 2 M153 _ TRANSFER/ISO BUILDING WATER SYSTEM SCHEMATIC: IC, ,. -.. PART 3. 11:x1 1 `,1,. i ,ANSF L.R / `DSO BUILDING WATER SYS1 _M• SCHE`„1Al IC, '- PART 4 M 1554 -_. ' 9A67: E_R FS0 BUILDING DRAINAGE SYSTEM - SCHE; IC M156 _... 1 RANISI=ER 'TS° BUILDING WASTE AND VENT RISER DIAGRAM 61 i`:1 TRANSE rR /E911='E_ <:?YEE BUILDING DUST AND ODOR CONTROL. I'AIST SYSTEMS PLAN M162 -- :TRANSFER/ISO BUILDING DUST AND ODOR CONTROL MISTING SYSTEMS LIMS :3>FFC;;IC)I\i M 1 C 3 TRANSFER/ISO BUILDING DUST AND ODOR CONTROL. MISTING SYSTEMS „ SCHEMATIC i \4 1 71 -- - TRANSFER /TSO BUILDING RAINWATER VAULTS 9172 TRANSFER/ISO BUILDING TIRE WAS1- /RAINWATER PLAN "1173 -- TRANSFER BUILDING TIRE WASH VAULT PLANS AND SECTIONS 11,11 ` 1 (E'ANISI.F / 1/ ISO E UIL,Di G FIRE SPRINKLER PLAN AND CRITERIA p l t) > Iai.;l! DIHL; COMPACTOR LEVE_-L F6 1:_ SPRINKLER E'LAN 0 ;: 2 - -_ ( '9AN` F 1 BUILDING T'IPPIN# RF ` _ V i LEVEL '' R ) ,�.�I I > -� -- , _L II�1 \� I, dG /I . _ . I;I ? IRG (-1�,E FIINIKI__(117 PLAN 01194 - —TRANSFER/ISO BUILDING TSO LEVEL /TIPI INC/REC_Iy /ING OF Pl.._F', LEVEL FII-RE:. SPRINKLER PLAN EIRE PROTECTION SPRINKLER SYSTEM 'CHEMA.,TIC DIAGRAMS , iv 95 400 SERIES - MISCELLANEOUS STRUCTURES • M 0l _ RDDYCIJ NG DIJIL11NU HVAC & PLUMBING PLANS AND PIPING DIAGRAM • • M431 — FUELING STATION PLAN M432 — FUELING STATION SECTIONS ELECTRICAL. ._. r i � , 1 0 -__ 1 ` ;_ 'RN_ L.D11_ L)APD ELLCTE \ICAL SYMBOLS AND ABBREVIATIONS 1E012 - - -- L.UMINAIRE SCHEDULE 2013. ENERGY COM�'LIANCE Ft.)I ;IN3 - LIGHTING L O. 4 ELECTRICAL: 1 S P\ \ _, P( r '- 1_.L) I , _IN1E DIAGRAM , J4�EP, 2015 ._. CAS MONITORING SCHEMATICS 2017 TRANSFER /TSO & SCALE FACILITY INTRUSiO DETECTiON DIAGRAMS iDETAILS 01 E1:.,i_}21 2022. [0 E024I LI- L030 %' L.0 I _! 201 101.0 2:C 45 16.2 - SCALE FACILITY SCALE: FACILITY PLUMBING PLAN7 SCALE FACILITY EE , PLANS S SCALE FACII.1 - 1 - Y 82011025 E I A ELECTRICAL RICAL ELECTRICAL ELECTRICAL EL..ECLRICAL ELECTRICAL 21...•_20 I GAL, TRANSFER ANSFER / / EC TRI CAL ELECTRICAL l I l (RiC 'L_ E.L.EtiC IIICAL 1- I EC, , RIC;AL_ ELECTRICAL. L I 26''(RISAL- M N - 1 ( ) IS- R D G LLS SCHEDULES -- PANEL SCHEDULES SCHEDULES '- PANEL SCHEDULES SCHEDULES. - -- EQUiPFvENI CONNECTION SCHEDULES SCHEDULES -- CONDUIT • SCHEDULES SITE PLAN -__ LIGHTING SITE E , LAN1 POWER & SIGNAL 80 BUILDING --- (GROUNDING FLOOR PLAN -- DETAILS S -_ SITE DETAILS _- SITE E DETAILS -- GROUNDING /L_IG - TNING PROTECTION SYSTE SECTIONS - -- LIGHTNING PROTECTION D21/11,_.1 -- GROUNDING /LIGHTNING PROTECTION, t:3YS1 E DFIAILS ,.._ LIGHTING King County Department of Natural Resources and Parks Solid Waste Division An SAIC Company [046 - ELECTRICAL iDEIt'.1;.._S 2047 -- ELECTRICAL DEft'`,11_ EE04-8 -- TRANSFER /1 RIJI1._E..1INC ELECTRICAL 2049 ERANSFER /Ts ("1 BUUILDING ELECTRICAL, 1:.:0303 _ ISO BUILDING - :NI. fi.i~,GE_D 21F.(:i"P 7t;, COMPACTOR L.EVE.L 2051 - TSO BUILDING— ENLARGED ROOF 'r: ELECTRICAL. 2052 -- k UDDIRICAL DETA,ILS TELECOM 60--70 SERIES -- IN'TRIJl,'1+ 1 \1T:' ±ION [560 -- I6S RUMEN T A,1 ION S`aABOLS ARK.'` E061 - INSTRUMENTATION SITE PLAN 2062 -- INSTRUMENTATION TFlANSFER BUILDING E063 - -- INSTRU VIENTATIO 1 2INLA,IKTD AREA PL,-,N` . 2064 PROCESS &A INSTRUMENTATION DIAGRAI\4 2065 - P 'ROC ESS 2066 ,_ PROCESS E067 - PROCESS E068 - PROCESS E1)69 PROCESS E.070 __ 1:_011 E E073 - [1074 2075 2 76 2077: 100 SEF 2 101 -- 2102 E103 -- D.04 2105 E106 E107 E108 [.109 2110 E111 [3112 %3113 - [114 E115 2116 E1`:)1 E152 2153 2 155 E156 E=157 E158 [159 E160 E161 E169 [170 11W ECK INSTRUMENTATION DIAGRANA & INSTRUMENTATION DIAGRAM :• & INSTRUMENTATION _DIAG - A'4 I INSTRUMENTATION DIAGRAM INSTRUMENTATION DIAGR °M 1Nis; RU0EN1,- - \TIO'1 DIAGRAM MAIN CONTROL PANEL MAIN CONTROL PANE:_'... DIAGRAM T',('PiCAL DISCRETE 1 / `r1 WIRING DIAGE?,^.i,'`.. TYPICAL ANALOG.; I ;1'1 WIRING DIAGRAMS , , I iCAL. A,N, - J.,. ; - 1 ,, ;II JCS ( }L,._ ., ,1 ,_; INSTRUMENTATION 1061 I 1 6LS CONTROL SYSTEM BLOCK DIAGRAM INSTRUMENTATION r(:)1NDUIT AND WIRE= TRANSFER/ISO BUILDING POWER '._f LEVEL - 11 - ZANSF ER / TSO BUILDING POWER & 5101 TIPPING /RECEVINC LEVEL TRANSFER /TSO 9 POWER c : • 21`1. TRANSFER/(S° BUILDING ROOF PLAN __. • [_[4) BUIL-DiNI(7 ENLARGED FLOOR ' COMPACTOR LEVEL ISO BUILDING ._ ENi FLOOR COMPACTOR I E'i'F=L. T80 BUILDING E:,NL,",R (,EED FLOOR C OM RACTOR f_;_ L0 BUiLD11-1G 'MCP' 'i2CP' D E i /\! 1. `::? POWER ENLARGED _.1 T_.00R EQUIPMENT & LOADING 1....EVILS Sig BUILDING ENLARGED ) _._ 1a._. " ` FL,OOE� EQUIPMENT Y,, LOAD! i`•I i I L`I1 L ISO • BUli_DiNG ENLARGED FLU?R EQUIPMENT & LOADING LEVELS - I ' - SO BUILDING - ENLARGED FLOOR PLAN . ✓� EQIJI ENT LOADING LEVELS TRANSFER • BUILD[ 1C _- ENLARGED SIGNAL - EQUIPMENT & LOADING TRANSFER '1(J1LI_,t'I I( __ ENLARGED SIGNAL - EQUIPMENT (Sc. LOADING TRANSFER BUILDING - -- ENLARGED SIGNAL - F;QUI MEN ' & LOADING -- TS() BUILDING - ENLARGED FLOOR PLAN TSOLEVEL - ISO •BUILDI NG NI[ARCED FLOOR • TS0 LEVE L -- TSO BUILDING FLOOR PLAN _ LIGHT Tw3C) & TRANSFER B,iUiLDING FLOOR 1''I EQUIPMENT ''x . LOAD.ING LEVELS - ISO BUILDING', FLOOR. PLAN LIGHTiNp9', • 180 BUILDING . ENLARGED FLOOR .PLAN COMPACTOR LEVEL - ISO BUILDING; ENLARGED F1.009 E='!_ COMPACTOR LEVEL -- ISO BUILDING - -' -• ENLARGED F1_OOR 1=: COMMRACTOR LEVEL - 1 • & TRANSFER BUILDING - END .R - -- EQUIPMENT & LOADING LEVELS - TSO BUILDING; -- ENLARGED FLOOR PLAN EQUIPMENT & LOADING LEVELS • - TSO BUILDING - -- LNLARCED FLOOR 1- 31 +, EQUIPMENT • <- LEADING LEVELS -- TS0 & TRANSFER BUI1 ING - ARCED -- EQUIP\ELN1T & IOADINO LEVELS TSC) BUILDING - [ILA, GEED FLOOR, 2 LEVEL • - ISO BUILDING - ENLARGE[) FLOOR PLAN LEVEL' 300 SERIES -- SC,ALL FAC ;,LIT`( E300 - SCALE • FACILIT( PLA2A PLAN R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154 -1004 (206) 695 -4700 1 k(1(1,_ LE: VEILS L'... >_ P1 fp FLOOR L_Et /L EL. LE { .1 FI..C:):.1� t, .)611 A(.; Li r!i1, GHTING LIGHTING 1 009 PLAN "TING LIGI; TIN , ( ( , ..,, Ire 11 il' ! i I , r- _� ..:�.I1;I.IC f 1 1 3 0 O ...''t.'7 _F ALE 1'1I 'ELLANEOUS STRUCTURES ) (CLING BUILDINIG FLOOR PLAN'S ELM STATION ELECTRICAL PLAN TI SUPPORT .SITE Pi--AN - ARTWORK SUPPORT FOUNDATION PLAN ARTWORK SUPPORT FRAMING PLAN ARTWORK SUPPORT FOUNDATION 'F ' T 'NO1-K - SUPPORT. DETAILS HO9 103 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT DRAWING INDEX ' (1ILITY FLOOR & ROOF ! L1 •! , I.1' (! RICAL • FACILITY ATTIC AND FOUND TION PI AN F1,(EC1T1'6 AL._ FACILITY -- ELECTRICAL. DE TAI I_` • r -,i. [910.4!.. REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 2 2010 City of Tukwila BUILDING DIVISION RECEIVED JUN 1 2010 PERMIT CENTER PROJECT NUMBER: SHT. OF: C00405C09 3 619 DRAWING NUMBER: G013 SYMBOLS CcC3C1 0 3.1 2:5% Ea 0 GiD DESIGNED DRAWN SURVEY CONTROL CIVIL CONTROL POINT ROAD GEOMETRY POINT STRUCTURAL ANGLE POINT GRADING CONTROL POINT BORE HOLE SIGN ROCKERY EVERGREEN TREE DECIDIOUS TREE CUT /FILL SLOPE GRADE INDICATOR DRAINAGE INDICATOR FIRE HYDRANT EXISTING WATER METER EXISTING WATER VAULT EXISTING WATER VALVE WATER VALVE EXISTING STORM DRAIN CATCH BASIN EXISTING SANITARY SEWER MANHOLE EXISTING STORM DRAIN MANHOLE EXISTING YARD DRAIN STORM DRAIN CATCH BASIN TYPE 1 STORM DRAIN CATCH BASIN TYPE 2 WITH GRATE STORM DRAIN CATCH BASIN TYPE 2 WITH SOLID LID/ SANITARY SEWER MANHOLE IKS ABG VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1 " ANCHOR BLOCK CULVERT FLOW DIRECTION TEMPORARY OUTLET PROTECTION EXISTING YARD LIGHT EXISTING LUMINAIRE EXISTING UTILITY POLE EXISTING ELECTRICAL EQUIPMENT LIGHT POLE BASE ELECTRICAL VAULT PIPE OR CONDUIT CAP FENCE GATE SENSITIVE AREA CONTROL POINT D C B A REV 6/10/10 1/8/10 1/8/10 7/31/09 DATE IKS IKS IKS IKS CHK'D KRH KRH KRH KRH APP'D LINETYPES T lI P P FINAL ISSUED FOR CITY OF . TUKWILA PERMITS MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS ISSUED FOR CITY OF TUKWILA PERMITS REVISION DESCRIPTION x x x T T — — E E - PW PW PW PW— - Ss SS SS Ss - SD SD SD SD— D D D D UD UD UD TSD TSD TSD < >C<-- >C< > c >c >c--> >T - >T >T - � MAJOR 250- R 248 ONE r Erna Ell r Nil NMI NM Nirrr MATCH BOUNDARY PROPERTY BOUNDARY CONSTRUCTION LIMITS WETLAND BOUNDARY CENTER LINE NEAT LINE FENCE EXISTING WATER EXISTING TELEPHONE EXISTING POWER ELECTRICAL CONDUIT POTABLE WATER SANITARY SEWER STORM DRAINAGE DRAIN UNDERDRAIN TEMPORARY STORM DRAIN COMPRESSED AIR ENCASEMENT DITCH /SWALE /STREAM CENTERLINE CONTRACTOR TRAFFIC, TWO —WAY CONTRACTOR TRAFFIC, ONE —WAY COMMERCIAL AND SELF —HAUL TRAFFIC, ONE —WAY TRANSFER STATION OPERATIONS TRAFFIC, ONE —WAY REMOVE OBJECT EXISTING GROUND (PROFILE) CONTOURS RETAINING WALL SILT FENCE ORANGE SAFETY FENCE GEOTEXTILE GEOTEXTILE DRAIN MAT PIPE SLOPE DRAIN (TESC PLANS ONLY) GRIND LINE GUARDRAIL GRADE BREAK LINE DEMOLITION FOOTPRINT BOUNDARY King County Department of Natural Resources and Parks Solid Waste Division 1 THESE LINETYPES ARE USED IN COMBINATION TO SHOW COMBINED TRAFFIC LANES HoqLo3 ECIt An SAIC Company MATERIALS W 4 y AI y y Ov U� of -,0 = L �o oo�o oo� / / Wang i r ode *di u }o R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154 -1004 (206) 695 -4700 SECTION CUT ON DWG 4 AND SHOWN ON 5: ON DWG 5 THIS SECTION IS IDENTIFIED AS: SECTION CUT ON DWG 4 AND SHOWN ON 4: DEMOLITION /REMOVAL (PLAN) WETLAND AREA (PLAN) HMA SURFACE (PLAN) HMA PAVEMENT (SECTION) CONCRETE (PLAN AND SECTION) GRAVEL BORROW (SECTION) EMBANKMENT FILL (SECTION) NATIVE SOIL (SECTION) SAND /CDF (SECTION) LIGHTWEIGHT BACKFILL (SECTION) BENTONITE (SECTION) QUARRY SPALLS (PLAN AND SECTION) PIPE BEDDING (SECTION) CSTC (SECTION) CSBC (SECTION) GRAVEL BACKFILL (SECTION) GRAVEL BACKFILL FOR DRAINS (SECTION) GRAVEL SURFACE (PLAN) TOPSOIL APPROXIMATE AREAS TO BE COVER WITH STRAW OR OTHER APPROVED GROUND COVER BMPPRIOR TO COMPLETION OF WORK APPROXIMATE AREAS TO BE COVER WITH PLASTIC SHEETING FOR LONG TERM SOIL COVER PRIOR TO COMPLETION OF WORK TYPICAL SECTION AND DETAIL REFERENCE SYSTEM SECTION LETTER DWG ON WHICH SECTION APPEARS SECTION LETTER DWG ON WHICH SECTION IS CUT SECTION LETTER SECTION APPEARS ON SAME DWG AS CUT DETAILS ARE REFERENCED IN A SIMILAR MANNER EXISTINGCEPT NUMBERS ARE USED INSTEAD OF LETTERS BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT LEGEND REVIEWED FOR CODE COMPLIANCE APPROVED JUL 02 2010 City of Tukwila BUILDING DIVISION RECEIVED JUN 14 2010 PERMIT CENTER PROJECT NUMBER: SHT. OF: 4 C00405C09 DRAWING NUMBER: G014 619 i a cV 0 0 ABBREVIATIONS AASHTO AB ABS ABV AC ACB ACI ACOUST ACP AD ADA ADJ AFF ALUM APPROX ARCH ASSY ASTM ATB ATS AVE BFP BI BLDG BMP BO BOS BOT BPA BRKT BVC BVCE BVCS BW C CA CAMH CAT CB CC CCP CDF CFM CHKR CHRL CI CIP CJ CL CLR CMP CMU CO COL COM COMM COMP CONC CONF CONN CONST CONT COR CPEP CPJ CSBC CSTC CSw CT CTJ CTR CTRSK CW CY D DB DBL DCW DDCBPA DET AT AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS ANCHOR BOLT(S) ACRYLONITRILE BUTADIENE STYRENE ABOVE ASPHALT CONCRETE, ABOVE COUNTER AUTOMATIC CIRCUIT BREAKER AMERICAN CONRETE INSTITUTE ACOUSTICAL ASPHALT CONCRETE. PAVEMENT ALGEBRAIC DIFFERENCE AMERICANS WITH DISABILITIES ACT ADJUSTABLE ABOVE FINISH FLOOR ALUMINUM APPROXIMATE ARCHITECTURAL ASSEMBLY AMERICAN SOCIETY FOR TESTING AND MATERIALS ASPHALT TREATED BASE AUTOMATIC TRANSFER SWITCH AVENUE BACKFLOW PREVENTER BLACK IRON BUILDING BEST MANAGEMENT PRACTICE BOTTOM OF, BY OTHERS BOTTOM OF STEEL BOTTOM BACKFLOW PREVENTOR ASSEMBLY BRACKET BEGIN VERTICAL CURVE BEGIN VERTICAL CURVE ELEVATION BEGIN VERTICAL CURVE STATION BOOT WASH CHANNEL, CONDUIT, CONCRETE, CONDENSATE COMPRESSED OUT COMPRESSED AIR MANHOLE CATEGORY CATCH BASIN CENTER TO CENTER CEMENT CONCRETE PAVEMENT CONTROLLED DENSITY FILL CUBIC FEET PER MINUTE CHECKERED CEDAR HILLS REGIONAL LANDFILL CAST IRON CAST IN PLACE CONSTRUCTION JOINT CENTERLINE CLEAR, CLEARANCE CORRUGATED METAL PIPE CONCRETE MASONRY UNIT CLEAN OUT COLUMN COMMERCIAL COMMUNICATIONS COMPACTOR CONCRETE CONFERENCE CONNECT CONSTRUCTION CONTINUOUS CORNER CORRUGATED POLYETHYLENE PIPE COMPLETE JOINT PENETRATION CRUSHED SURFACING BASE COURSE CRUSHED SURFACING TOP COURSE CONTAMINATED STORMWATER CURRENT TRANSFORMER CONTROL JOINT CENTER COUNTERSINK COLD WATER CUBIC YARD DRAIN DRAINAGE BASIN DOUBLE DEMAND CRITICAL WELD DOUBLE DETECTOR CHECK BACKFLOW PREVENTION ASSEMBLY DETAIL DESIGNED DRAWN IKS ABG VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" DF DI DIA DIM DO DPR DS DT DWG DWLS E EA ECC ED EEWS EF EFCP EL, ELEV ELEC ENTR EOP EPDM EQ SP EQUIP ESC ETC ETM EVC EVCE EVCS EW EXH EXIST EXP EXT F FCA FCO FD FDC FDN FEX FF FFE FG FH FHA FIN FIN GRD FL FLG FLR FLT FM FO FOC FOM FOR FOS FP FRIDGE FRP FS FT FTG FW G GA GAL GALV GE GEN GFCI GL GND GPM GV GWB GYP HB HC HDPE HI D 6/10/10 C 1/8/10 B 1/8/10 A 7/31/09 REV DATE DRINKING FOUNTAIN DUCTILE IRON DIAMETER DIMENSION DOWN DAMPER DOWNSTREAM, DOWNSPOUT DOUBLE TEE DRAWING DOWELS EAST EACH, EXHAUST AIR ECCENTRIC EQUIPMENT DRAIN EMERGENCY EYE WASH STATION EACH FACE, EXHAUST FAN EXHAUST FAN CONTROL PANEL ELEVATION ELECTRICAL ENTRANCE EDGE OF PAVEMENT ETHYLENE PROPYLENE DIENE MONOMER EQUAL SPACING EQUIPMENT EROSION AND SEDIMENT CONTROL ET CETERA ELAPSED TIME METER END VERTICAL CURVE END VERTICAL CURVE ELEVATION END VERTICAL CURVE STATION EACH WAY EXHAUST EXISTING EXPANSION EXTERIOR FOOTING FLANGED COUPLING ADAPTER FLOOR CLEANOUT FLOOR DRAIN FIRE DEPARTMENT CONNECTION FOUNDATION FIRE EXTINGUISHER FINISHED FLOOR, FAR FACE FINISHED FLOOR ELEVATION FINISHED GRADE FIRE HYDRANT FIRE HYDRANT ASSEMBLY FINISHED FINISHED GRADE FLANGE FLANGE OR FLANGED FLOOR FILTER FORCE MAIN FACE OF FACE OF CONCRETE FACE OF MASONRY FUEL OIL RETURN FUEL OIL SUPPLY, FACE OF STEEL FIREPROOF REFRIGERATOR FIBER REINFORCED PLASTIC FAR SIDE, FLOAT SWITCH, FLOW SWITCH FOOT OR FEET FOOTING FIRE WATER GRATING GAUGE, GAGE GALLON GALVANIZED GRATE ELEVATION GENERAL GROUND FAULT CIRCUIT INTERRUPT GLASS, GLAZING GROUND GALLONS PER MINUTE GATE VALVE GYPSUM WALL BOARD GYPSUM HOSE BIBB HOLLOW CORE, HANDICAP HIGH DENSITY POLYETHYLENE HIGH IKS IKS IKS IKS CHK'D KRH KRH KRH KRH APP'D HK HMA HM HORIZ HPU HRP HRW HT HW HWD HWT HWY HYD —5 D E N NC NFO NSUL NT NV SR W WWTF JAN JT L LA LAV LB LCB LCK LF LG LL LLH LLV LP LSL LT LVR MAN MATL MAX MB MBC MCC MCP MDO MECH MEZZ MFR MGMT MH MI MIN MISC MJ MON MRGWB MSL MSS MTD MTL N N/A NAT NE NGPA NIC NO NOM NPA NPW NS NTS NW OC OCC OD FINAL ISSUED FOR CITY OF TUKWILA PERMITS MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS ISSUED FOR CITY OF TUKWILA PERMITS REVISION DESCRIPTION HOOK HOT MIX ASPHALT HOLLOW METAL HORIZONTAL HYDRAULIC POWER UNIT PEDESTAL - MOUNTED HOSE REEL WALL — MOUNTED HOSE REEL HEIGHT HOT WATER HIGHLINE WATER DISTRICT HOT WATER TANK HIGHWAY HYDRANT INTERSTATE 5 INSIDE DIAMETER INVERT ELEVATION INCHES INCLUDING INFORMATION INSULATION INTERIOR INVERT INTRINSICALLY SAFE RELAY IRRIGATION WATER INDUSTRIAL WASTEWATER TREATMENT FACILITY JANITOR JOINT LEACHATE, LENGTH, ANGLE LEASE AREA LAVATORY POUND LEACHATE CATCH BASIN LOCKER LINEAR FEET LANDFILL GAS LIVE LOAD LONG LEG HORIZONTAL LONG LEG VERTICAL LOW POINT LONG SLOTTED HOLE LEFT, LIGHT LOUVER MANUFACTURER MATERIAL MAXIMUM MOLLY BOLT METAL BUILDING CONTRACTOR MOTOR CONTROL CENTER MOTOR CIRCUIT PROTECTOR MEDIUM DENSITY OVERLAY MECHANICAL MEZZANINE MANUFACTURER MANAGEMENT MANHOLE MALLEABLE IRON MINIMUM MISCELLANEOUS MECHANICAL JOINT MONUMENT MOISTURE RESISTENT GYPSUM WALLBOARD MEAN SEA LEVEL MANUFACTURER'S STANDARDIZATION SYSTEM MOUNTED METAL NORTH NOT APPLICABLE NATURAL NORTHEAST NATURAL GROWTH PROTECTION AREA NOT IN CONTRACT NUMBER NOMINAL NORTH PROCESSING AREA NON— POTABLE WATER NEAR SIDE NOT TO SCALE NORTHWEST ON CENTER, OVER CURRENT OCCUPANTS OUTSIDE DIAMETER ODL ODH OH OL OPNG OPP OPS OS &Y OSA OWS P —LAM PB PBS PC PCF PDC PDH PDV PE PENET PERF PH PI PIV PJ PKWY PL PLAS PLC PLT POC PR PRC PRV PSE PSF PSI PT PV PVA PVC PVDF PVI PVMT PW R RA RCP RD REC RED REF REINF REQ RGS RM RO ROW, R/W RSTRM RT S SA SAFB SC SCH SCV SD SDCO SDMH SE SEC SED SF SH SHR SHT SIM SJ SK SL SLDG SMH King County Department of Natural Resources and Parks Solid Waste Division OUTSIDE DROP LOW OUTSIDE DROP — HIGH OVERHEAD OVERLOAD OPENING OPPOSITE OPERATIONS OUTSIDE STEM AND YOKE OFFSITE AREA OIL —WATER SEPARATOR PLASTIC LAMINATE PERIMETER BERM, PULL BOX PUSH BUTTON STATION PRECAST, POINT OF CURVATURE, PUMPER CONNECTION POUNDS PER CUBIC FOOT POWDER COATED PIPE DEFLECTION, HORIZONTAL PIPE DEFLECTION, VERTICAL PHOTOELECTRIC, POLYETHYLENE PENETRATION PERFORATED ACIDITY POINT OF INTERSECTION, POST INDICATOR POST INDICATOR VALVE PANEL JOINT PARKWAY PLATE, PLACE PLASTER PROGRAM LOGIC CONTROLLER PLATE POINT OF CONNECTION PAIR POINT OF REVERSE CURVATURE PRESSURE REDUCING VALVE PUGET SOUND ENERGY POUND(S) PER SQUARE FOOT POUND(S) PER SQUARE INCH POINT OF TANGENCY PHOTOVOLTAIC, PLUG VALVE (ECCENTRIC) PHOTOVOLTAIC ARRAY POLYVINYL CHLORIDE, POINT OF VERTICAL CURVATURE POLYVINYLIDENE FLOURIDE POINT OF VERTICAL INTERSECTION PAVEMENT POTABLE WATER RADIUS, RANGE, RISE, RIGHT RETURN AIR REINFORCED CONCRETE PIPE ROOF DRAIN, ROAD RECEPTACLE REDUCER REFERENCE REINFORCED, REINFORCEMENT, REINFORCING REQUIRED RIGID GALVANIZED STEEL CONDUIT ROOM ROUGH OPENING RIGHT OF WAY RESTROOM RIGHT SOUTH, SANITARY, SLOPE, SWITCH SUPPLY AIR SOUND ABSORPTION FIBER BOARD SOLID CORE SCHEDULE SECTIONAL CONTROL VALVE STORM DRAIN STORM DRAIN CLEANOUT STORM DRAIN MANHOLE SOUTHEAST SECTION SEDIMENT SQUARE FEET SCALE HOUSE SHOWER SHEET SIMILAR CONTRACTION JOINT SKYLIGHT SLOPE DRAIN SLIDING SEWER MANHOLE IIW ECK An SAIC Company SNGL SOG SP SPA SPEC SQ SR SS SS /IND SSL SSMH SSR SST SSWA ST STA STC STD STL SUPT SUSP SW SWP T T &B TBD TD TEMP TESC THK TO TOC TOF TOG TOM TOS TOW TRTD TS TSD ISO TTB TVSS TYP UBC UD UDCP UG UH UHMW UL UNO UP UR US UT UYH V VAC VC VCT VDC VERT VEST VNR VPI VTR W W/ W/O WA WC WC(E) WCO WD . WH WHS WNDW WNP WP WQ WR R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154 -1004 (206) 695 -4700 SINGLE SLAB ON GRADE SPARE, SPACING, SITE PREPARATION SOUTH PROCESSING AREA SPECIFICATION SQUARE STATE ROUTE SANITARY SEWER SANITARY SEWER /INDUSTRIAL SHORT SLOTTED HOLE SANITARY SEWER MANHOLE STANDING SEAM ROOF STAINLESS STEEL SOUTH SOLID WASTE AREA STREET STATION SOUND TRANSMISSION COEFFICIENT STANDARD STEEL STRUCT STRUCTURAL SUPPORT SUSPENDED SOUTHWEST, SPRAY WATER STORM WATER PIPE TANGENT, TOP, TOWNSHIP, TREAD TOP & BOTTOM TO BE DETERMINED TRENCH DRAIN TEMPORARY TEMPORARY EROSION AND SEDIMENT CONTROL THICK TOP OF TOP OF CONCRETE TOP OF FOOTING TOP OF GRATE TOP OF MASONRY TOP OF STEEL TOP OF WALL TREATED TUBE STEEL TEMPORARY STORM DRAIN TRANSFER STATION OPERATORS TELEPHONE TERMINAL BOARD TRANSIENT VOLTAGE SURGE SUPPRESSOR TYPICAL UNIFORM BUILDING CODE UNDER DRAIN UNDERDRAIN COLLECTION PIPE UNDERGROUND UNIT HEATER ULTRA HIGH MOLECULAR WEIGHT UNDERWRITER'S LABORATORY UNLESS NOTED OTHERWISE UTILITY POLE URINAL UPSTREAM UNDERGROUND TELEPHONE UTILITY YARD HYDRANT VENT VOLTS ALTERNATING CURRENT VERTICAL CURVE VINYL COMPOSITION TILE VOLTS DIRECT CURRENT VERTICAL VESTIBULE VENEER VERTICAL POINT OF INTERSECTION VENT THRU ROOF WEST, WATER, WALL WITH WITHOUT WATER WATER CLOSET EXHAUST WALL CAP WALL CLEANOUT WOOD WATER HEATER WELDED HEADED STUD WINDOW WATER NONPOTABLE WORK POINT, WEATHER PROOF WATER QUALITY WATER RESISTANT ABBREVIATIONS WS WSDOT WTS WW WWF X STRONG XFMR YD H O'1- 1 0 3 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT WATER STOP WASHINGTON STATE DEPARTMENT OF TRANSPORTATION WELDED THREADED STUD WASTEWATER WELDED WIRE FABRIC EXTRA STRONG TRANSFORMER YARD REVIEWED FOR CODE COMPLIANCE APPROVED JUL 022010 City of Tukwila BUILDING DIVISION RECEIVED JUN 14 2010 PERMIT CENTER PROJECT NUMBER: SHT. OF: C00405C09 5 619 DRAWING NUMBER: G015 VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 ��1" CONSTRUCTION LIMIT POINTS L NORTHING FASTING DESCRIPTION POINT 1 160565.38 1284825.91 2 160596.60 1284824.97 3 160689.57 1284880.73 START OF EXISTING FENCE 4 161414.24 1284980.38 START ALONG FACE WALL A 5 162425.03 1285134.39 END ALONG FACE WALL A 6 162460.34 1285179.49 START ALONG FACE WALL D 7 162468.93 1285287.10 END ALONG FACE WALL D 8 162425.15 1285385.38 START ALONG FACE WALL C 9 162086.77 1285546.55 END ALONG FACE WALL C 10 161672.90 1285870.86 AT PROPERTY LINE 11 161198.36 1285832.01 AT PROPERTY LINE 12 161088.38 1284969.08 AT FENCELINE 13 161226.77 1285034.83 AT FENCELINE 14 160851.96 1284972.77 15 160695.10 1284955.82 16 160557.62 1284907.27 17 160501.37 1284870.35 REVISION DESCRIPTION ISSUED FOR CITY OF TUKWILA PERMITS FINAL ISSUED FOR CITY OF TUKWILA PERMITS MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS II King county Department of Natural Resources and Parks Solid Waste Division R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154 -1004 (206) 695 -4700 tC i ,r,:,•\ LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT GENERAL NOTES AND PROJECT AREA BOUNDARY -v CI CD 0 0 v 0 0 - E 0 0 0 /S9 SECTION 35, TOWNSHIP 23N, RANGE 4E `,. ��...._ l LW 2445 +33.3 (215' RT) N 161925.88 E 1285046.93 • PLAN CONSTRUCTION LIMITS SCALE: 1"=100' GENERAL NOTES 1. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. VERIFY ALL EXISTING UTILITIES IN THE FIELD. FOR AID. IN UTILITY LOCATION, CALL 1- 800 - 424 -5555, 48 HOURS (2 WORKING DAYS) PRIOR TO BEGINNING OF CONSTRUCTION. EXISTING UTILITIES, WHETHER SHOWN OR NOT, SHALL BE LOCATED PRIOR TO CONSTRUCTION SO AS TO AVOID DAMAGE OR DISTURBANCE. THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY AND COSTS CONNECTED THEREWITH TO PROTECT, MAINTAIN AND REPAIR, WHERE NECESSARY. 2. CONTRACTOR SHALL ARRANGE A PRECONSTRUCTION CONFERENCE WITH THE CITY OF TUKWILA AND HIGHLINE WATER DISTRICT INSPECTORS PRIOR TO BEGINNING ANY WORK. 3. AT LEAST 48 HOURS (2 WORKING DAYS) BEFORE STARTING PROJECT SITE WORK, NOTIFY THE CITY OF TUKWILA UTILITIES INSPECTOR AT 206 -433 -0179. REQUEST A CITY OF TUKWILA PUBLIC WORKS UTILITY INSPECTION AT LEAST 24 HOURS (1 WORKING DAY) IN ADVANCE BY CALLING 206 - 433 - 0179. 4. AT LEAST 72 HOURS (3 WORKING DAYS) BEFORE STARTING PROJECT WATER UTILITY WORK, NOTIFY HIGHLINE WATER DISTRICT AT 206 - 824 - 0375. REQUEST A HIGHLINE WATER DISTRICT UTILITY INSPECTION AT LEAST 72 HOURS (3 WORKING DAYS) IN ADVANCE BY CALLING 206- 592 - 8944. • - CONSTRUCTION LIMITS PROPERTY LINE , -~ i/ `,210` VA kul 0 .N' LW 2455 +00.0 (700' RT) GENERAL NOTES, CONTINUED 5. CONTRACTOR ASSUMES SOLE RESPONSIBILITY FOR WORKER SAFETY, AND DAMAGE TO STRUCTURES AND IMPROVEMENTS RESULTING FROM CONSTRUCTION OPERATIONS. ALL TRENCH EXCAVATION OPERATIONS SHALL MEET OR EXCEED ALL APPLICABLE SHORING LAWS FOR TRENCHES. ALL TRENCH SAFETY SYSTEMS SHALL MEET WISHA REQUREMENTS. 6. CONTRACTOR SHALL MAINTAIN THE PERMITS, THE CONTRACT DOCUMENTS, A CURRENT COPY OF THE CITY OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN CONSTRUCTION STANDARDS AND A COPY OF THE HIGHLINE WATER DISTRICT DESIGN, DEVELOPMENT AND CONSTRUCTION STANDARDS . FOR EXTENSIONS TO THE WATER SYSTEM AT THE JOB SITE. 7. ALL WORK SHALL CONFORM TO THE CONTRACT DOCUMENTS. ANY CHANGES FROM THE APPROVED PLANS REQUIRE PREAPPROVAL FROM THE OWNER'S PROJECT REPRESENTATIVE. WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL LAWS. MAINTAIN A SET OF THESE APPROVED PLANS ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 2 2010 8. ALL SURVEYING SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR. VERTICAL DATUM SHALL BE NAVD 1988. HORIZONTAL DATUM SHALL BE WASHINGTON STATE (GRID) COORDINATES, NORTH ZONE, USING NAD 83/91 SURVEY CONTROL AND. TIED TO ANY TWO WSDOT HORIZONTAL CONTROL MONUMENTS. LW 2455 +00.0 9. REPLACE OR RELOCATE ALL SIGNS DAMAGED OR REMOVED (215' RT) DUE TO CONSTRUCTION. 10. RETAIN, F<tF'L/ RE OR RESTORE UKE EXISTING VEGETATION IN RIGHTS -OF -WAY, EASEMENTS, AND ACCESS TRACTS. 11. WORK IN ROADWAYS A. ALL WORK IN ROADWAYS SHALL MEET TMC 11. B. PRIOR TO ANY ACTIVITY IN CITY OF TUKWILA RIGHT -OF -WAY, THE CONTRACTOR SHALL PROVIDE THE CITY OF TUKWILA A TRAFFIC CONTROL PLAN FOR REVIEW AND APPROVAL THE TRAFFIC CONTROL PLAN SHALL INCLUDE THE LOCATION, ADDRESS AND DESCRIPTION OF TRAFFIC FLOW DURING THE WORK AND SHALL MEET MUTCD REQUIREMENTS. C. FIRE, PEDESTRIAN, AND VEHICULAR ACCESS SHALL BE MAINTAINED AT ALL TIMES, EXCEPT WHEN CONTRACTOR HAS PERMISSION FROM THE OWNER AND THE CITY OF TUKWILA DIRECTOR TO CLOSE AN ACCESS. D. ALL ROADWAYS SHALL BE KEPT FREE OF DIRT AND • DEBRIS USING STREET. SWEEPERS. E. INSTALL STEEL PLATES OVER ANY TRENCH,, AT ANY TIME WORK IS STOPPED AND THE TRENCH IS LEFT OPEN. 12. CONTRACTOR SHALL FLAG CONSTRUCTION LIMITS. 13. JOINT USE AREAS WITHIN THE PROJECT SITE, AS SHOWN IN THE DRAWINGS, MAY BE USED BY THE OWNER, THE CONTRACTOR AND ITS SUBCONTRACTOR OR SUPPLIERS, AND THE TRANSFER STATION CUSTOMERS. CONTRACTOR MAY USE THESE JOINT USE AREAS FOR SUCH ACTIVITIES AS DESCRIBED IN THE SITE TRAFFIC MANAGEMENT AND CONTRACTOR STAGING PLANS AS SHOWN IN THE DRAWINGS. SUCH ACTIVITIES INCLUDE, BUT ARE NOT LIMITED TO, CONTRACTOR PARKING AND STAGING, EGRESS AND INGRESS OF MATERIALS AND EQUIPMENT, DEMOLITION, PAVING, AND STRIPING. THE OWNER AND TRANSFER STATION CUSTOMERS MAY USE THESE JOINT AREAS FOR ON -GOING TRANSFER STATION OPERATIONS. JOINT USE AREAS WILL BE MANAGED BY THE OWNER. CONTRACTOR SHALL MAINTAIN SOLE RESPONSIBILITY AND CONTROL FOR THEIR OPERATIONS WITHIN THE JOINT USE AREAS. City of Tukwila BUILDING DIVI , „ 100 Scale RECEIVED JUN 14 2010 PERMIT CENTER 0 1 00 200 PROJECT NUMBER: SHT. OF: C00405C09 6 619 LoA- DRAWING NUMBER: Feet G016 1 E5 0 w 0 1_I_ w m 0 co J U w 0 J L 0 U L.L 0 CD w CO J z u_ CONTROL POINT TABLE ID # NORTHING EASTING HC 17 -7 (WSD0T)* 165,203.5902 1,285,446.2510 HC 17 -8 (WSD0T) 161,774.6040 1,285,016.9050 * NOT SHOWN ON PLANS RESPONSE TO CITY OF TUKWILA ISSUED FOR CITY OF TUKWILA PERMITS FINAL ISSUED FOR CITY OF TUKWILA PERMITS MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION TERSTA EXISTING -- WALL A 3 cn 0 O n 0 0 E 1b VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" DATE REVISION DESCRIPTION SECTION 35, TOWNSHIP 23N, RANGE 4E DRIVING RANGE ,� _ EXISTING CONDITIONS AND �% � SURVEY CONTROL SCALE: 1 " = 80' • King County Department of Natural Resources and Parks Solid Waste Division PLAN GENERAL NOTES 1. SEE SPEC SECTION 01140 -WORK RESTRICTIONS FOR PROTECTION OF EXISTING FEATURES. 2. SEE UTILITES DWGS FOR APPROXIMATE EXISTING UTILITIES LOCATIONS. EXISTING SURFACE- -!%f� 40 WATER OUTFALL _ YV FEC An SAIC Company R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154 -1004 (206) 695 -4700 l SURVEY CONTROL 1. HORIZONTAL DATUM: WASHINGTON COORDINATE SYSTEM, NORTH ZONE NAD83/91 PROJECT CONTROL ESTABLISHED USING GLOBAL POSITIONING FAST — STATIC (GPS) METHODS. CONTROL WAS EXTENDED THROUGH THE PROJECT REACH BY WASHINGTON STATE DEPARTMENT OF TRANSPORTATION SURVEY CONTROL MONUMENTS. 2. VERTICAL DATUM: NORTH AMERICAN VERTICAL DATUM 1988, NAVD88. VERTICAL CONTROL WAS EXTENDED THROUGH THE PROJECT REACH USING PUBLISHED BENCHMARKS FROM THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (VIA ELECTRONIC LEVELING). 3. SOURCE OF MAPPING: SURVEYS PERFORMED BY DUANE HARTMAN AND ASSOCIATES: ON MAY 4, 2007; AUGUST 16, 2007; FEBRUARY 12, 2008; AND OTHERS. 4. SURVEY CONTROL DISTURBED DURING CONSTRUCTION SHALL BE COORDINATED THROUGH THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES IN ACCORDANCE WITH RCW 58.24.040 AND WAC 332 -120. 80 1"=80' —0" BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT EXISTING CONDITIONS AND SURVEY CONTROL -- ._ HC 17 -7 (WSDOT) APPROX 1/2 MILE NORTH EXISTING 280 WALL D Scale -- _ 0 80 REVIEWED FOR DE COMPLIANC APPROVED JUL 0 2 2010 City of Tukwila BUILDING DIV RI(* RECEIVED JUN 1.4 2010 PERMIT CENTER Feet PROJECT NUMBER: SHT. OF: DRAWING NUMBER: 160 C00405C09 7 619 G017 fl VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" SITE GRADING SCALE: 1" = 80' 0 :61465 ,, � ti ; 55 X 250 260 a ��,\ \ x,59 245 240. � ‘ --4 5 : ;\ :225 -o∎ ', - \vi , ti p \ 1 4, k2 /5 ' Ai._1 . V±FiP V -4.. REVISION DESCRIPTION FUELING FACILITY AND ENGINE GENERATOR SET ISSUED FOR CITY OF TUKWILA PERMITS FINAL ISSUED FOR CITY OF TUKWILA PERMITS MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS ACCESS ROAD 7 vvt-•. -. A Z S �t., ii i{ ti SCALE � _ r rtv King County Department of Natural Resources and Parks Solid Waste Division R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154 -1004 (206) 695 -4700 1. BUILDING LOCATIONS ARE AS FOLLOWS. BUILDING SURVEY CONTROLS TRANSFER/TSO BUILDING: GRID REFERENCE INTERSECTION A/11 N 162085.845, E 1285191.512 GRID ROTATION: 73.39 SCALE FACILITY: GRID REFERENCE INTERSECTION A/1 N 161535.380, E 1285094.790 GRID ROTATION: 87.21 RECYCLING BUILDING: SOUTHWEST CORNER N 161754.555, E 1285241.611 NORTHWEST CORNER N 161794.764, E 1285286.144 GENERAL ARRANGEMENT SITE PLAN AND BUILDING CONTROLS CM ..M1 rI,J MEW MI1-a MI MI .1.. i vIEWED FOR E COMPLIANCE PP ROVED JUL 0 22010 BOW LAKE RECYCLING AND TRANSFER STATION PROJE( SITE FACILITIES CONTRACT .F.. e N CL 0 0 v co 0 0 N 0 J z LL 0) 0 U u I z m U 1 m W 0 0 m 0 1) CO N N 0 N 0 0 CV v 0 CORRUGATED SUPPORT RING AT SIX (6)FEET INTERVALS (TYP.) PROVIDE 6FT WORKING DEPTH 1-1/4" ELECTRICAL METAL CONDUIT (EMT) (TYP.) 8 CA, 2 CONDUITS 12" DESIGNED JUNCTION AND PULL BOXES BY DIVISION 26 AS REQUIRED vir .or i imo j l iuk_? . ucfg . ( � � o I% I. LNS DRAWN NBD VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" 4 MIN. 3 "DIA MIN DRAIN W/ 3CF OF DRAIN GRAVEL REV NOTE: AT HEATING WATER MANHOLE, PROVIDE 2 OVERFLOW DRAIN W/ BACKWATER VALVE. SEE ALSO DETAIL F/M117. 6/ 10/10 1/8/10 1/8/10 7/31/09 DATE JAR JAR JAR JAR CHK'D 5 -7 CA, 2 CONDUITS CA - COMPRESSED AIR 1 /2 0 COPPER PIPE (TYP.) UNDERGROUND MULTI -PIPE CONDUIT VARIOUS PIPE COMBINATIONS COMPRESSED AIR AND CONDUITS SCALE: 3" = 1 - 0 " LNS LNS LNS LNS APP'D LADDER DRAIN W/ PLUG FOR TESTING NOMENCLATURE: CARRIER PIPE — THE CA AND EMT INSIDE THE CONDUIT. CONDUIT — THE OUTER CASING ENCLOSING THE CARRIER PIPES. BULKHEAD PLATE GLAND SEAL LOCKING MANHOLE FRAME AND COVER, KCRS FIGS. 7 -022 AND 7 -023 LABELED "CAMH" OR "HEATING" AS APPLICABLE. BRAIDED STAINLESS STEEL HOSE HOSE ADAPTER VENT W/ PLUG FOR TESTING A II CORE DRILLED OR CAST HOLE FINAL ISSUED FOR CITY OF TUKWILA PERMITS MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS ISSUED FOR CITY OF TUKWILA PERMITS REVISION DESCRIPTION UP TO 4 CA, 2 CONDUITS I CA, 2 CONDUITS COMPRESSED AIR MANHOLES AND HEATING WATER MANHOLE SHALL BE 48" DIAMETER, MANHOLE TYPE 3, KCRS FIG. 7 -009. CORRUGATED RING SUPPORT OCCURS EVERY SIX (6)FEET SEE DWG. C106 FOR CONDUIT INVERT ELEVATIONS EXCEPT FOR CAMH -1. SEE DWG M111 FOR CAMH -1 AND CAMH -2 (WEST) INVERT ELEVATIONS. ff 91 MULTIPLE COMPRESSED AIR LINES AND CONDUITS UNDERGROUND MULTI -PIPE CONDUIT VAUL PENETRATION AND FIELD JOINT DETAILS SCALE: 1 1/2" = 1' -0" King County Department of Natural Resources and Parks Solid Waste Division CONDUIT FIELD JOINT ASSEMBLY 24 ". HEAT SHRINK SLEEVE COMPRESSED AIR AND ELECTRICAL CONDUIT COUPLERS M111 LNS UNDERGROUND HOT WATER CONDUIT 120 ° F HOT WATER SUPPLY AND RETURN FOR FUEL STORAGE TANK HEATING SCALE: 3" = 1' -0" GALVANIZED STEEL ,/-- OUTER CASING (CONDUIT) OVERLAP AND WELD STEEL CLOSURE SLEEVE ACCORDING TO MANUFACTURER'S INSTRUCTIONS. LNS ENGINEERS, INC. 771 3 PIONEER WAY • SUITE C GIG HARBOR, WASHINGTON 98335 PHONE: 253.851.5175 POSITION OF DRAIN AT BULKHEAD PLATE POSITION OF VENT AT BULKHEAD PLATE CARRIER PIPE SUPPORT RING " PIPE INSULATION 1" HOT WATER PIPE 1" ELECTRICAL METAL CONDUIT (EMT) (TYP. OF 5) 1-1/2" ELECTRICAL METAL CONDUIT (EMT) (TYP OF 4) H O 1 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT UNDERGROUND MULTI -PIPE CONDUIT DETAILS REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 2 2010 City of Tukwila BUILDING DIVISIflf' RECEIVED JUN 14 2010 PERMIT CENTER PROJECT NUMBER: C00405C09 SHT. OF: 99 619 DRAWING NUMBER: c109 co N 0 0 N OPENING SCHEDULE FROM — TO A NOMINAL SIZE LOCATION DETAIL /SECTION DESCRIPTION NOTES PENET TYPE HEIGHT AFF PLAN /ELEVATION DETAIL GV]H 8 WVf 11IS 11IS Mo 9... /03 , COMPACTOR LEVEL — TSO BUILDING CONTINUED ' C01 —006 40 4" DIA WALL FLOOR M114A M111 1-1/4" TEPID WATER INSULATED PIPE ' 41 8" DIA WALL FLOOR M114 M111 4" NPW INSULATED PIPE , 42 8" DIA WALL FLOOR M114 M111 4" NPW INSULATED PIPE , 48 24" DIA WALL FLOOR M115 M111 24" ROUND EXHAUST DUCT C06 SPACE ABOVE RESTROOMS /BREAK ROOM 49 13 "x13" WALL FLOOR M115 M111 E/M117 9 "x9" — 2" LINED SUPPLY DUCT SIZE INDICATED IS NOMINAL DUCT SIZE 54 24" DIA WALL FLOOR M115 M111 24" ROUND EXHAUST DUCT C06 SPACE ABOVE RESTROOMS /BREAK ROOM , C01 —007 30 24" DIA WALL M115 3/M109 BOOT WASH , 60 5" DIA CEILING E106 E/M117 BASKET DRAIN BD -1 HPU FEEDER — 3 ", P008 61 5" DIA CEILING E106 A/M117 COMPACTOR BAY VAULT NO. 1 HPU FEEDER — 3 ", P009 62 5" DIA CEILING E106 LEACHATE WASTE CLEANOUT HPU FEEDER — 3 ", P010 ' 63 5" DIA CEILING E106 B/M117 COMPACTOR BAY VAULT NO. 2 HPU FEEDER — 3 ", P011 C01 —008 31 24" DIA WALL M111 M115 BASKET DRAIN BD -1 46 C01 -108 60 4" DIA CEILING E106 METHANE VENT SIZE INDICATED IS NOMINAL PIPE DIAMETER 47 2" FEEDER TO DUST COLLECTOR DISC. SW — P015 C01 -109 60 4" DIA CEILING E106 BACKWATER VALVE CLEANOUT SIZE INDICATED IS NOMINAL PIPE DIAMETER 48 6" DIA FEEDER TO 2T1 — 2 -1/2 ", P028 ' C01 -111 01 6'x10' CEILING LEACHATE WASTE SIZE INDICATED IS NOMINAL PIPE DIAMETER 49 6" DIA FLOOR 02 6'x10' CEILING SOIL WASTE CLEANOUT SIZE INDICATED IS NOMINAL PIPE DIAMETER 50 SEE DETAIL FLOOR CO1A —SUF 30 4" DIA FLOOR M111 51 SEE DETAIL FLOOR METHANE VENT SIZE INDICATED IS NOMINAL PIPE DIAMETER ' 31 4" DIA FLOOR M111 52 SEE DETAIL FLOOR LEACHATE WASTE SIZE INDICATED IS NOMINAL PIPE DIAMETER ' 32 12 "x24" FLOOR M111 53 6" DIA FLOOR BASKET DRAIN BD -1 M111 33 4" DIA FLOOR M111 SIZE INDICATED IS NOMINAL PIPE DIAMETER 54 4" DIA FLOOR LEACHATE WASTE CLEANOUT SIZE INDICATED IS NOMINAL PIPE DIAMETER CO1A —SUW 42 14" DIA WALL SOIL WASTE LINE M112A C01 —EXW 55 6" DIA WALL 10" FIRE SPRINKLER VERIFY SIZE WITH SPRINKLER CONTRACTOR ' 43 4" DIA WALL M112A SIZE INDICATED IS NOMINAL PIPE DIAMETER C01 —ELEV 30 6 "x6" 4" DOMESTIC WATER SERVICE SIZE INDICATED IS NOMINAL PIPE DIAMETER 44 6" DIA WALL M112A SIZE INDICATED IS NOMINAL DUCT SIZE C01 -003 32 6" RAINWATER SUCTION LINE SIZE INDICATED IS NOMINAL PIPE DIAMETER 60 4" DIA WALL 16' -0" E101 SIZE INDICATED IS NOMINAL DUCT SIZE C01 —004 31 FEEDER TO 4N1 — 2 ", P032 61 4" DIA WALL 16' -0" E101 56 TELECOMM TO E115 — 2 ", T331 62 4" DIA WALL 16' -0" E101 4" SOIL WASTE UNISEX TOILET 104 PLUMBING CHASE C01 —0O5 i > TELECOMM TO E115 — 2 ", T331 CO1A —STC 36 8" DIA WALL M121 SIZE INDICATED IS NOMINAL DUCT SIZE 4" NPW INSULATED PIPE 37 42 "x24" WALL M113 4" RAINWATER SUCTION FLOOR CLEANOUT SIZE INDICATED IS NOMINAL PIPE DIAMETER DUCT SIZE INDICATED IS NOMINAL DUCT SIZE CO1A -105 36 6" DIA CEILING M112A 4" FLOOR DRAIN SIZE INDICATED IS DRAIN PIPE SIZE 60 6" HUB DRAIN SIZE INDICATED IS DRAIN PIPE SIZE 37 8" DIA CEILING M112A HPU FEEDER — 3 ", P008 61 4" DOMESTIC WATER SERVICE INSULATED PIPE 38 6" DIA CEILING M112A HPU FEEDER — 3 ", P009 62 3" NPW INSULATED PIPE 39 4" DIA CEILING M112A HPU FEEDER — 3 ", P010 63 FLOOR DRAIN SIZE INDICATED IS DRAIN PIPE SIZE 40 14" DIA CEILING M112A HPU FEEDER — 3 ", P011 64 10" FIRE SPRINKLER RISER VERIFY SIZE WITH SPRINKLER CONTRACTOR 41 8" DIA CEILING M112A BRANCH CIRCUIT AND TELECOMM CONDUIT BLOCK —OUT 65 4" NPW INSULATED PIPE CO1A -120 01 18" DIA CEILING BRANCH CIRCUIT AND TELECOMM CONDUIT BLOCK —OUT 66 4" DIA MANHOLE SIZE INDICATED IS MANHOLE SIZE 34 4" DIA CEILING - M103 FEEDER TO 4N1 — 2 ", P032 67 4" DIA FLOOR DRAIN SIZE INDICATED IS DRAIN PIPE SIZE 35 4" DIA CEILING M103 TELECOMM TO E115 — 2 ", T331 68 4" DIA METHANE VENT SIZE INDICATED IS NOMINAL PIPE DIAMETER CO2 —SUF 30 12 "x24" FLOOR M111 E/M117 _ 69 4" DIA A A A , WALL x,16, '0'1 E._ 050 A A BASKET DRAIN BD -1 31 SEE DETAIL FLOOR FEEDER TO 2T1 — 2-1/2", P028 M111 C/M117 TOP LOAD BAY VAULT 32 SEE DETAIL FLOOR M111 3/M109 BOOT WASH 33 SEE DETAIL FLOOR M111 3/C109 COMPRESSED AIR MANHOLE CAMH -1 34 SEE DETAIL FLOOR M111 3/C109 COMPRESSED AIR MANHOLE CAMH -2 CO2 —EXW 30 6" DIA WALL M112 2" NPW INSULATED PIPE CO2 —006 39 6" DIA WALL M114A 3" NPW INSULATED PIPE 52 48 "x36" WALL M115 EXHAUST GRILLE /PLENUM SIZE INDICATED IS NOMINAL GRILLE SIZE 53 12 "x12" WALL M114A EXHAUST LOUVER SIZE INDICATED IS NOMINAL LOUVER SIZE CO5— SUW —SUF 30 4" DIA WALL M112 4" RAINLEADER SUB —GRADE WALL UP THROUGH FLOOR — BLOCKOUT 32 6" DIA WALL M112 6" RAINLEADER SUB —GRADE WALL UP THROUGH FLOOR — BLOCKOUT CO5 —SUW 60 6" DIA WALL 12' -0" E050 E049 ELECTRICAL SERVICE ENTRANCE CONDUIT, 4 ", P001 61 6" DIA WALL 12' -0" E050 E049 ELECTRICAL SERVICE ENTRANCE CONDUIT, 4 ", P001 62 6" DIA WALL 12' —O" E050 E049 ELECTRICAL SERVICE ENTRANCE CONDUIT, 4 ", P001 REVIEWED FOR 63 6" DIA WALL 13' -0" E050 E049 CODE COMPLIANCE ELECTRICAL SERVICE ENTRANCE CONDUIT, 4 ", P001 64 6" DIA WALL 13' -0" E050 E049 APPROVED ELECTRICAL SERVICE ENTRANCE CONDUIT, 4 ", P001 65 6" DIA WALL 13' -0" E050 E049 ELECTRICAL SERVICE ENTRANCE CONDUIT, 4 ", P001 66 6" DIA WALL 13'-0" E050 E049 JUL O 2 201 ELECTRICAL SERVICE ENTRANCE CONDUIT, 4", P001 67 6" DIA WALL 12' -0" E050 E049 TELECOMM SERVICE ENTRANCE CONDUIT, 4" 68 6" DIA WALL 12' -0" E050 E049 C of Tukwila TELECOMM SERVICE ENTRANCE CONDUIT, 4" 69 6" DIA WALL 12' -0" E050 E049 BUILD NG DIVISION TELECOMM SERVICE ENTRANCE CONDUIT, 4" 70 6" DIA WALL 12' -0" E050 E049 TELECOMM CONDUIT, 4" — SCALEHOUSE, T305 71 6" DIA WALL 12' -0" E050 E049 TELECOMM CONDUIT, 4" — SCALEHOUSE, T305 72 6" DIA WALL 12' -0" E050 E049 RECEIVED TELECOMM CONDUIT, 4" — FUTURE MAINTENCE, T328 73 6" DIA WALL 12'-0" E049 JUN 2010 TELECOMM CONDUIT, 4" — FUTURE MAINTENCE, T328 74 6" DIA WALL 12'--0" E050 E049 14 TELECOMM CONDUIT, 4" — FUTURE S PROCESSING BLDG, T327 CO5 -102 60 6" DIA CEILING E050 E049 PERMIT CENTER TELECOMM CONDUIT, 4" CONDUIT ALIGNS INSIDE WALL, T332 61 6" DIA CEILING E050 E049 _ TELECOMM CONDUIT, 4" CONDUIT ALIGNS INSIDE WALL, T332 CONTINUED ON A017 OPENING SCHEDULE FROM — TO NO. NOMINAL SIZE LOCATION DETAIL /SECTION DESCRIPTION NOTES PENET TYPE HEIGHT AFF PLAN /ELEVATION DETAIL 0V3 H 8 WVf 11IS COMPACTOR LEVEL — TSO BUILDING C01 —SUF 34 6" DIA FLOOR M111 RAINWATER SUCTION LINE SIZE INDICATED IS NOMINAL PIPE DIAMETER 35 4" DIA FLOOR M111 SOIL WASTE LINE SIZE INDICATED IS NOMINAL PIPE DIAMETER 36 6" DIA FLOOR M111 SOIL WASTE CLEANOUT . SIZE INDICATED IS NOMINAL PIPE DIAMETER 37 4" DIA FLOOR M111 BACKWATER VALVE CLEANOUT SIZE INDICATED IS NOMINAL PIPE DIAMETER 38 12 "x24" FLOOR M111 E/M117 BASKET DRAIN BD -1 39 4" DIA FLOOR M111 LEACHATE WASTE CLEANOUT SIZE INDICATED IS NOMINAL PIPE DIAMETER 40 SEE DETAIL FLOOR M111 3/M109 BOOT WASH 41 12 "x24" FLOOR M111 E/M117 BASKET DRAIN BD -1 42 SEE DETAIL FLOOR M111 A/M117 COMPACTOR BAY VAULT NO. 1 43 8" DIA FLOOR M111 LEACHATE WASTE CLEANOUT 44 SEE DETAIL FLOOR M111 B/M117 COMPACTOR BAY VAULT NO. 2 45 12 "x24" FLOOR M111 E/M117 BASKET DRAIN BD -1 46 4" DIA FLOOR M111 METHANE VENT SIZE INDICATED IS NOMINAL PIPE DIAMETER 47 4" DIA FLOOR M111 BACKWATER VALVE CLEANOUT SIZE INDICATED IS NOMINAL PIPE DIAMETER 48 6" DIA FLOOR M111 LEACHATE WASTE SIZE INDICATED IS NOMINAL PIPE DIAMETER 49 6" DIA FLOOR M111 SOIL WASTE CLEANOUT SIZE INDICATED IS NOMINAL PIPE DIAMETER 50 SEE DETAIL FLOOR M111 F/M117 HEATING WATER MANHOLE 51 SEE DETAIL FLOOR M111 D/M117 COMPACTOR BAY DRY VALVE VAULT 52 SEE DETAIL FLOOR M111 3/M109 BOOT WASH 53 6" DIA FLOOR M111 SOIL WASTE CLEANOUT SIZE INDICATED IS NOMINAL PIPE DIAMETER 54 4" DIA FLOOR M111 SOIL WASTE LINE SIZE INDICATED IS NOMINAL PIPE DIAMETER C01 —EXW 55 6" DIA WALL M112 LEACHATE WASTE LINE SIZE INDICATED IS NOMINAL PIPE DIAMETER C01 —ELEV 30 6 "x6" WALL M113 SIZE INDICATED IS NOMINAL DUCT SIZE C01 -003 32 6 "x6" WALL M113 SIZE INDICATED IS NOMINAL DUCT SIZE C01 —004 31 6 "x6" WALL M113 56 4" DIA CEILING M112A 4" SOIL WASTE UNISEX TOILET 104 PLUMBING CHASE C01 —0O5 i > 30 6 "x6" WALL M113 SIZE INDICATED IS NOMINAL DUCT SIZE 57 4" DIA CEILING 4" RAINWATER SUCTION FLOOR CLEANOUT SIZE INDICATED IS NOMINAL PIPE DIAMETER 58 4" DIA CEILING 4" FLOOR DRAIN SIZE INDICATED IS DRAIN PIPE SIZE 60 5" DIA WALL 22' -0" E050 HPU FEEDER — 3 ", P008 61 5" DIA WALL 22' -0" E050 HPU FEEDER — 3 ", P009 62 5" DIA WALL 22' -0" E050 HPU FEEDER — 3 ", P010 63 5" DIA WALL 22' -0" E050 HPU FEEDER — 3 ", P011 64 16 "x4" WALL 18' -0" E050 BRANCH CIRCUIT AND TELECOMM CONDUIT BLOCK —OUT 65 16 "x4" WALL 14' -0" E105 BRANCH CIRCUIT AND TELECOMM CONDUIT BLOCK —OUT 66 4" DIA WALL 16' -0" E050 - FEEDER TO 4N1 — 2 ", P032 67 4" DIA WALL 16' -0" E050 TELECOMM TO E115 — 2 ", T331 68 4" DIA WALL 16' -0" E050 TELECOMM TO E115 — 2 ", T331 _ 69 4" DIA A A A , WALL x,16, '0'1 E._ 050 A A ......J FEEDER TO 2T1 — 2-1/2", P028 <EY TO OPE \G SCHED..LE: 1. OPENING SCHEDULE IS PROVIDED AS A CONVENIENCE TO ASSIST IN COORDINATION OF THE WORK OF TRADES. CONTRACTOR IS RESPONSIBLE FOR VERIFYING WHETHER LISTED ON THE OPENING SCHEDULE OR NOT. 2. LOCATION D WITH PROJECT REPRESENTATIVE. 3. OPENINGS BETWEEN ROOMS OR SPACES ARE IDENTIFIED BY THE NUMBERS ASSIGNED TO THE TWO ROOMS OR SPACES AND BY A DISCRETE OPENING A. ON THE OPENING SCHEDULE, THE LOWER NUMBERED ROOM OR SPACE IS LISTED FIRST. FOR VERTICAL PENETRATIONS, ROOMS OR SPACES ON B. ON PLANS AND ELEVATIONS, THE DISCRETE OPENING NUMBER IS LISTED WITHIN A PENTAGON ICON. IF ONE OF THE ROOMS OR SPACES IS NOT EVIDENT ON THE PLAN OR ELEVATION, ITS NUMBER IS LISTED BELOW THE PENTAGON ICON. C. EXTERIOR SPACES ARE INDICATED THUS: EXW OPENINGS THROUGH ABOVE —GRADE EXTERIOR WALLS EXR OPENINGS THOUGH ROOFS EXS OPENINGS THROUGH SOFFITS SUW OPENINGS THROUGH SUB —GRADE WALLS SUF OPENINGS THROUGH SUB —GRADE FLOORS D. DISCRETE OPENING NUMBERS ARE ASSIGNED TO THE FOLLOWING SERIES: 01 -29 ARCHITECTURAL /STRUCTURAL 30 -59 MECHANICAL 60 -89 ELECTRICAL 90 -99 COMPACTOR EQUIPMENT E. EXAMPLES: 107 - 109 -92 A COMPACTOR EQUIPMENT OPENING IN THE WALL BETWEEN THE HPU ROOM AND THE LOADING AREA CO5- 102 -66 AN ELECTRICAL OPENING IN THE FLOOR BETWEEN THE ELECTRICAL ROOM AND THE MULTIPURPOSE ROOM C01— EXW -31 A MECHANICAL OPENING IN A SUBGRADE EXTERIOR WALL AT THE COMPACTOR BAY 6079 . REGISTERED ARCHITECT DOUGLAS L. BRINLEY STATE OF WASHINGTON DESIGNED C. CONWAY DRAWN J. PALMER VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" D B A REV 6/10/10 1/8/10 1/8/10 7/31/09 CC CC CC CC DB DB DB DB DATE CHK'D APP'D FINAL ISSUED FOR CITY OF TUKWILA PERMITS MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS ISSUED FOR CITY OF TUKWILA PERMITS REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste`pjvision KPG 7539th Avenue N Seattle, WA 98109 (206) 286 -1640 www.kpg.com 1117 Broadway Suite 501 Tacoma, WA 98402 (253) 627 -0720 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT ARCHITECTURAL GENERAL OPENINGS SCHEDULE PROJECT NUMBER: SHT. OF: 323 C00405C09 DRAWING NUMBER: A016 619 E N 0 N • Ll Q z LL NOMINAL SIZE LOCATION W m W W 0 LJ- W cD w DETAIL /SECTION 0 W J W J w W CO J J DESCRIPTION C06 —007 C06 —008 C06 —009 62 63 60 30 31 32 33 34 35 36 37 38 31 32 31 32 30 31 46 43 44 46 50 51 30 30 31 30 38 39 31 6" DIA 6" DIA 4" DIA 16" DIA 2" DIA 12" X 12" 12" X 12" 12" DIA 4" DIA 4" DIA 6" DIA 6" DIA 6" DIA 6 "x6" 6" DIA 6 "x6" 10"x10" 12" DIA 2" DIA 4" DIA 4" DIA 2" DIA 12" DIA 36" DIA 2" DIA 4" DIA 4" DIA 2" DIA 42 "x24" 8" DIA 2" DIA CEILING CEILING CEILING FLOOR FLOOR FLOOR FLOOR FLOOR FLOOR FLOOR FLOOR FLOOR CEILING CEILING CEILING CEILING CEILING CEILING CEILING CEILING CEILING CEILING CEILING CEILING FLOOR FLOOR FLOOR FLOOR CEILING CEILING WALL E050 E049 E050 E050 M114A M114A M114A M114A M114A M114A M114A M114A M114A M115 M115 M115 M115 M115 M115 M114 M114 M115 M114 M115 M115 M114 M111 M111 M114 M103 M121 M112 E049 E049 1,'/M114A D /M114A HEATING WATER /CONDUT CARRIER FLOOR DRAIN FLOOR SINK FLOOR SINK COMPREESED AIR /CONDUT CARRIER 4" VENT PIPE 4" VENT PIPE 6" RAINWATER SUCTION PIPE 6" RAINWATER SUCTION PIPE SUPPLY DIFFUSER TO C07 EXHAUST GRILLE FROM C07 SUPPLY DIFFUSER TO C08 EXHAUST GRILLE FROM C08 RETURN GRILLE FROM C09 SUPPLY DIFFUSER TO C09 FLOOR DRAIN C06 (ABOVE 009) 4" VENT PIPE 4" VENT PIPE FLOOR DRAIN IN 116 12" ROUND DUCT 36" ROUND DUCT FLOOR DRAIN 4" SOIL WASTE 4" SOIL WASTE FLOOR DRAIN DUCT RISER 4" NPW 2" VENT OPENING SCH FROM — TO COMPACTOR CO5 -102 CO5 -105 C06 —SUF C06 -116 06 -118 C07—SUF C07/008 —SUF SIZE INDICATED IS NOMINAL DUCT SIZE SIZE INDICATED IS DRAIN PIPE SIZE PLUMBING CHASE BETWEEN C07 & C08 C08 -SUF STC -120 ELEV —SUW —SUF LEVEL 1 — TRANSFER, NORTH & SOUTH PROCESSING 111 —SUF 30 SEE DWG FLOOR M102 31 4" DIA FLOOR M102 TRENCH DRAIN METHANE VENT PLUMBING CHASE BETWEEN C07 & C09 SIZE INDICATED IS DRAIN PIPE SIZE SIZE INDICATED IS NOMINAL DUCT SIZE INSULATED PIPE SUB —GRADE WALL UP THROUGH FLOOR — BLOCKOUT SEE DETAILS A/M102 & B/M102 SIZE INDICATED IS NOMINAL PIPE DIAMETER METHANE VENT METHANE VENT BOOT WASH TIRE WASH WATER SUPPLY TIRE WASH DRAIN TIRE WASH WATER SUPPLY 2" NPW EXHAUST INLET EXHAUST INLET EXHAUST INLET EXHAUST INLET EXHAUST INLET EXHAUST INLET EXHAUST INLET EXHAUST INLET EXHAUST INLET EXHAUST INLET 111 —SUW 111 —EXW 111 —EXR 32 33 34 30 31 32 35 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 4" DIA 4" DIA SEE DETAIL 8" DIA 16" DIA 8" DIA 4" DIA 24 "x24" 24 "x24" 24 "x24" 24 "x24" 24 "x24" 24 "x24" 24 "x24" 24 "x24" 24 "x24" 24 "x24" 24 "x24" 24 "x24" 24 "x24" 24 "x24" 40 "x40" 40 "x40" 4" DIA FLOOR FLOOR FLOOR WALL WALL WALL WALL CEILING CEILING CEILING CEILING CEILING CEILING CEILING CEILING CEILING CEILING CEILING CEILING CEILING CEILING CEILING EXHAUST INLET EXHAUST INLET EXHAUST INLET EXHAUST INLET M102 M102 M111 M172 M172 M172 M103 M105 M105 M105 M105 M105 M105 M105 M105 M105 M105 M105 M105 M105 M105 M105 CEILING CEILING M105 M105 3/M109 M138 M138 NOTES TELECOMM CONDUIT, 4" CONDUIT ALIGNS INSIDE WALL, T332 TELECOMM CONDUIT, 4" CONDUIT ALIGNS INSIDE WALL, T332 BRANCH CIRCUITS TO TIPPING FLOOR SIZE INDICATED IS CARRIER PIPE SIZE SIZE INDICATED IS DRAIN PIPE SIZE SIZE INDICATED IS CARRIER PIPE SIZE SIZE INDICATED IS NOMINAL PIPE DIAMETER SIZE INDICATED IS NOMINAL PIPE DIAMETER DUST COLLECTION INTAKE SIZE INDICATED IS NOMINAL PIPE DIAMETER SIZE INDICATED IS NOMINAL PIPE DIAMETER SIZE INDICATED IS NOMINAL DUCT SIZE SIZE INDICATED IS NOMINAL DUCT SIZE SIZE INDICATED IS NOMINAL DUCT SIZE SIZE INDICATED IS NOMINAL DUCT SIZE SIZE INDICATED IS NOMINAL DUCT SIZE SIZE INDICATED IS NOMINAL DUCT SIZE SIZE INDICATED IS DRAIN PIPE SIZE SIZE INDICATED IS NOMINAL PIPE DIAMETER SIZE INDICATED IS NOMINAL PIPE DIAMETER SIZE INDICATED IS DRAIN PIPE SIZE SIZE INDICATED IS NOMINAL DUCT SIZE SIZE INDICATED IS NOMINAL PIPE DIAMETER SIZE INDICATED IS NOMINAL PIPE DIAMETER SIZE INDICATED IS PIPE DIAMETER SIZE INDICATED IS DRAIN PIPE SIZE SIZE INDICATED IS PIPE DIAMETER INSULATED PIPE SIZE INDICATED IS NOMINAL DUCT SIZE SIZE INDICATED IS NOMINAL DUCT SIZE SIZE INDICATED IS NOMINAL DUCT SIZE SIZE INDICATED IS NOMINAL DUCT SIZE SIZE INDICATED IS NOMINAL DUCT SIZE SIZE INDICATED IS NOMINAL DUCT SIZE SIZE INDICATED IS NOMINAL DUCT SIZE SIZE INDICATED IS NOMINAL DUCT SIZE SIZE INDICATED IS NOMINAL DUCT SIZE SIZE INDICATED IS NOMINAL DUCT SIZE SIZE INDICATED IS NOMINAL DUCT SIZE SIZE INDICATED IS NOMINAL DUCT SIZE SIZE INDICATED IS NOMINAL DUCT SIZE SIZE INDICATED IS NOMINAL DUCT SIZE SIZE INDICATED IS NOMINAL DUCT SIZE DUST COLLECTION INTAKE 4" METHANE VENT THRU ROOF D B A 6/10/10 1/8/10 1/8/10 7/31/09 CC CC CC CC DB DB DB DB SIZE INDICATED IS NOMINAL PIPE DIAMETER SIZE INDICATED IS NOMINAL PIPE DIAMETER FINAL ISSUED FOR CITY OF TUKWILA PERMITS MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS ISSUED FOR CITY OF TUKWILA PERMITS SIZE INDICATED IS NOMINAL DUCT SIZE SIZE INDICATED IS NOMINAL PIPE DIAMETER PTION OPENING SCHEDULE LOCATION DETAIL /SECTION DESCRIPTION NOTES W m W z W m LJ- W 0 W a W W J J M09 -703 FROM — TO N0. NOMINAL SIZE 07 08 09 10 11 12 30 31 32 33 34 30 31 32 33 30 31 32 30 30 31 32 33 30 31 32 30 30 34 30 31 32 33 34 32 30 31 3'x1' 3'x1' 3'x1' 3'x1' 3'x1' 3'x1' 4" DIA 4" DIA 4" DIA 4" DIA 4" DIA 4" DIA 4" DIA 4" DIA 4" DIA 8" DIA 8" DIA 8" DIA 12 "x6" 6" DIA 3" DIA 3" DIA 10" DIA 6" DIA 6" DIA 3" DIA 12 "x12" 96 "x48" 4" DIA 4" DIA 6" DIA 4" DIA 4" DIA 4" DIA 48 "x48" 4" DIA 4" DIA WALL WALL WALL WALL WALL WALL FLOOR FLOOR FLOOR FLOOR FLOOR CEILING CEILING CEILING CEILING CEILING CEILING CEILING WALL FLOOR FLOOR FLOOR FLOOR FLOOR FLOOR FLOOR WALL WALL CEILING FLOOR FLOOR FLOOR FLOOR FLOOR WALL CEILING CEILING S138 S138 S138 S138 S138 S138 M101 M101 M101 M101 M103 M105 M105 M105 M105 M194 M194 M194 M108 M101 M101 M101 M193 M101 M101 M101 M108 M104 M105 M101 M101 M101 M102 M102 M108 M105 M105 1/S145 1/S145 1/S145 1/S145 1/S145 1/S145 6/A176 8/A176 7/A176 METHANE VENT 1 SIZE INDICATED IS NOMINAL PIPE DIAMETER S 111 -112 LEVEL 1 — TRANSFER, NORTH & SOUTH PROCESSING CONTINUED SCUPPER SCUPPER SCUPPER SCUPPER SCUPPER 112 —SUF METHANE VENT METHANE VENT METHANE VENT METHANE VENT 112 —EXW 2" NPW 112 —EXR 4" METHANE VENT THRU ROOF 4" METHANE VENT THRU ROOF 4" METHANE VENT THRU ROOF 4" METHANE VENT THRU ROOF 112 -114 FIRE SPRINKLER FIRE SPRINKLER FIRE SPRINKLER 112 -115 114 —SUF CLEANOUT SIZE INDICATED IS NOMINAL PIPE DIAMETER HUB DRAIN SIZE INDICATED IS DRAIN PIPE SIZE FLOOR DRAIN SIZE INDICATED IS DRAIN PIPE SIZE FIRE SPRINKLER RISER SUBJECT TO FIRE SPRINKLER DESIGN 115 —SUF CLEANOUT SIZE INDICATED IS NOMINAL PIPE DIAMETER HUB DRAIN SIZE INDICATED IS NOMINAL PIPE DIAMETER FLOOR DRAIN SIZE INDICATED IS DRAIN PIPE SIZE 115 —EXW INTAKE LOUVER SIZE INDICATED IS NOMINAL LOUVER SIZE 120 —EXW 120 —EXR 401 —SUF BACKWATER VALVE CLEANOUT SIZE INDICATED IS NOMINAL PIPE DIAMETER CLEANOUT FLOOR DRAIN SIZE INDICATED IS NOMINAL PIPE DIAMETER SIZE INDICATED IS DRAIN PIPE SIZE 1 METHANE VENT 401 —EXW EF —T11 EXHAUST LOUVER 401 —EXR 4" METHANE VENT THRU ROOF EQUIPMENT LEVEL — TS0 BUILDING 101 101 -102 101 -109 102 -103 102 -106 102 -212 102 -213 102 -215 103 103 -104 103 -105 103 -217 King County Department of Natural Resources and Parks Solid Waste Division 30 34 35 36 30 31 32 30 34 35 31 32 33 60 61 62 63 37 38 30 31 32 32 36 37 38 35 36 10" DIA 10" DIA 48 "x6" 4" DIA 48 "x6" 4" DIA 15" DIA 6 "x6" 4" DIA 36 "x6" 18 "x16" 15" DIA 24 "x24" 6" DIA 6" DIA 6" DIA 6" DIA 4" DIA 2" DIA 6 "x6" 8 "x6" 4" DIA 8 "x6" 4" DIA 4" DIA 4" DIA 2" DIA 2" DIA CEILING CEILING WALL WALL WALL WALL 4" SOIL WASTE SEVEN (7) RACKED PIPES 1 SUPPORTED ON COMMON TRAPEZE SUPPORT WALL WALL WALL WALL WALL WALL WALL WALL CEILING CEILING CEILING CEILING CEILING CEILING WALL WALL WALL WALL WALL WALL CEILING CEILING M126 M122 M123 M123 M125 M125 M125 M122 M124 M124 4" SOIL WASTE FIVE (5) RACKED PIPES SUPPORTED ON COMMON TRAPEZE SUPPORT M122 M123 M122 E108 E108 E108 E108 M123 M123 M122 M122 M124 M122 M124 M124 M192 M124 M124 753 9th Avenue N Seattle, WA 98109 (206) 286 -1640 www.kpg.com E049 E049 E049 E049 KPG 1117 Broadway Suite 501 Tacoma, WA 98402 (253) 627 -0720 C INTAKE LOUVER 4" METHANE VENT THRU ROOF SUPPLY DIFFUSER SUPPLY DUCT SEVEN (7) RACKED PIPES 4" SOIL WASTE VENTILATION AIR SUPPLY DUCT SUPPLY DUCT 4" SOIL WASTE FLOOR DRAIN 2" DOMESTIC COLD WATER 1" DOMESTIC HOT WATER SHOWER DRAIN FLOOR DRAIN B L SITE FACILITIES CONTRACT ARCHITECTURAL GENERAL OPENINGS SCHEDULE SIZE INDICATED IS NOMINAL PIPE DIAMETER SIZE INDICATED IS NOMINAL PIPE DIAMETER SIZE INDICATED IS NOMINAL PIPE DIAMETER SIZE INDICATED IS NOMINAL PIPE DIAMETER INSULATED PIPE SIZE INDICATED IS NOMINAL PIPE DIAMETER SIZE INDICATED IS NOMINAL PIPE DIAMETER SIZE INDICATED IS NOMINAL PIPE DIAMETER SIZE INDICATED IS NOMINAL PIPE DIAMETER SUBJECT TO FIRE SPRINKLER DESIGN SUBJECT TO FIRE SPRINKLER DESIGN SUBJECT TO FIRE SPRINKLER DESIGN EF—T10 EXHAUST WALL CAP SIZE INDICATED IS NOMINAL WALL CAP SIZE SIZE INDICATED IS NOMINAL LOUVER SIZE 4" METHANE VENT THRU ROOF SIZE INDICATED IS NOMINAL PIPE DIAMETER SIZE INDICATED IS NOMINAL PIPE DIAMETER SIZE INDICATED IS NOMINAL LOUVER SIZE SIZE INDICATED IS NOMINAL PIPE DIAMETER SIZE INDICATED IS NOMINAL PIPE DIAMETER SUPPORTED ON COMMON TRAPEZE SUPPORT SIZE INDICATED IS NOMINAL DUCT SIZE SIZE INDICATED IS NOMINAL DUCT SIZE SIZE INDICATED IS NOMINAL DUCT SIZE SIZE INDICATED IS NOMINAL DUCT SIZE REVIFWED FOR CODE COMPLIANCE TELECOMM CONDUIT, 4" CONDUIT ALIGNS INSIDE WALL, T332 TELECOMM CONDUIT, 4" CONDUIT ALIGNS INSIDE WALL, T332 LINED SUPPLY DUCT SIZE INDICATED IS NOMINAL DUCT SIZE VENTILATION AIR SUPPLY DUCT SIZE INDICATED IS NOMINAL DUCT SIZE RETURN GRILLE OPENING SIZE INDICATED IS NOMINAL DUCT SIZE TELECOMM CONDUIT, 4" CONDUIT ALIGNS INSIDE WALL, T332 TELECOMM CONDUIT, 4" CONDUIT ALIGNS INSIDE WALL, T332 SIZE INDICATED IS DRAIN PIPE SIZE APPROVED SIZE INDICATED IS DRAIN PIPE SIZE SUPPLY DIFFUSER 0 10 UL 0 2 2010 SIZE INDICATED IS NOMINAL DUCT SIZE EXHAUST DUCT . SIZE INDICATED IS NOMINAL DUCT SIZE 4" SOIL WASTE ov . INTO ROOM 104 PLUMBING CHASE EXHAUST DUCT BUILDING DIVISIUIN SIZE INDICATED IS NOMINAL DUCT SIZE 1-1/2" TEPID WATER INSULATED INSULATED INSULATED SIZE INDICATED IS DRAIN PIPE SIZE SIZE INDICATED IS DRAIN PIPE SIZE RECEIVED JUN 1 4 2010 PERMIT CENTER CONTINUED ON A017A C00405C09 SHL OR 324 619 DRAWING NUMBER: A017 ce LL LL FY; •ct u_ V) OPENING SCHEDULE NOMINAL SIZE LOCATION w 0 W W 0 LJ- LJ- Q CD w DETAIL /SECTION J Q w W m Q J J_ Cf) DESCRIPTION FROM — TO 31 32 33 34 30 30 31 32 33 34 30 30 31 30 31 31 32 31 32 33 30 31 32 33 34 30 31 30 31 32 30 60 32 30 30 31 32 31 30 31 8" DIA 8" DIA 8" DIA 2" DIA 13 "x10" 8 "x6" 4 "DIA 4" DIA 8 "DIA 8" DIA 2" DIA 36 "x36" 36 "x20" 48" DIA 36" DIA 4" DIA 40" DIA 36" DIA 8" DIA 4" DIA 4" DIA 8" DIA 4" DIA 8 "DIA 8" DIA 6" DIA 6" DIA SEE NOTE SEE NOTE 13 "x10" 6" DIA 4" DIA 4" DIA 2" DIA 13"x10" 4" DIA 4" DIA 12 "x12" 8" DIA 8" DIA CEILING CEILING CEILING CEILING CEILING WALL WALL WALL WALL WALL CEILING WALL WALL CEILING CEILING CEILING CEILING WALL WALL WALL WALL WALL WALL WALL WALL WALL WALL WALL WALL CEILING CEILING CEILING WALL FLOOR CEILING WALL WALL WALL CEILING CEILING 7 -0" M124 M124 M124 M124 M122 M122 M124 M124 M193 M193 M124 M126 M126 M127 M127 M105 M104 M126 M125 M125 M103 M125 M124 M194 M194 M137 M137 M126 M126 M126 M126 E109 M124 M112A M122 M124 M124 M122 M124 M124 1,4/A17€ 1/A176 3/A176 3/A176 2/A173 2/A176 FIRE SPRINKLER FIRE SPRINKLER FIRE SPRINKLER FLOOR DRAIN CEILING EXHAUST FAN EXHAUST DUCT 2" NPW 1-1/2" TEPID WATER FIRE SPRINKLER FIRE SPRINKLER SHOWER DRAIN TRANSFER GRILLE OPENING EXHAUST GRILLE OPENING DUST COLLECTOR EXHAUST OUT COMPACTOR LEVEL EXHAUST OUT 4" METHANE VENT THRU ROOF DUST COLLECTOR INTAKE IN EXHAUST DUCT 4" NPW 1-1/2" TEPID WATER 2" NPW 4" NPW 1-1/2" TEPID WATER FIRE SPRINKLER FIRE SPRINKLER 2" CWR 2" CWS INTAKE LOUVER EXHAUST LOUVER CEILING EXHAUST FAN SUPPLY DIFFUSER 4" SOIL WASTE FLOOR DRAIN CEILING EXHAUST FAN 1-1/2" TEPID WATER 2" NPW EXHAUST LOUVER 4" NPW UP THRU CHASE LID 4" VENT UP THRU CHASE LID 103 -218 EQUIPMENT LEVEL — TSO BUILDING CONTINUED FROM A017 NOTES ALLOCATED SPACE FOR SPRINKLER RISER ALLOCATED SPACE FOR SPRINKLER RISER ALLOCATED SPACE FOR SPRINKLER RISER SIZE INDICATED IS DRAIN PIPE SIZE OPENING SCHEDULE FROM — TO 208 208 -209 208 -210 N NOMINAL SIZE LEVEL 2 — TS0 BUILDING CONTINUED 32 33 34 35 6 "x6" 10" DIA 12" DIA 6" DIA LOCATION w 0 W W 0 CEILING WALL WALL WALL z 0 w J W 0_ J w DETAIL /SECTION w m DESCRIPTION M133 EXHAUST GRILLE OPENING M133 SUPPLY DUCT M132 SUPPLY DUCT M133 EXHAUST DUCT NOTES SIZE INDICATED IS NOMINAL GRILLE SIZE SIZE INDICATED IS NOMINAL DUCT SIZE SIZE INDICATED IS NOMINAL DUCT SIZE SIZE INDICATED IS NOMINAL DUCT SIZE 104 105 -110 105 -112 106 -215 107 -109 SUBJECT TO FIRE SPRINKLER DESIGN SUBJECT TO FIRE SPRINKLER DESIGN SIZE INDICATED IS DRAIN PIPE SIZE SIZE INDICATED IS NOMINAL GRILLE SIZE SIZE INDICATED IS NOMINAL GRILLE SIZE 108 —EXW 108 —EXR 108 -109 108 -111 108 -205 109 —EXW 109 -116 109 -119 109 -202 109 -207 110 —SUF 110 110 -111 SIZE INDICATED IS NOMINAL DUCT SIZE SIZE INDICATED IS NOMINAL DUCT SIZE SIZE INDICATED IS NOMINAL DUCT SIZE INSULATED PIPE INSULATED PIPE INSULATED PIPE INSULATED PIPE INSULATED PIPE SUBJECT TO FIRE SPRINKLER DESIGN SUBJECT TO FIRE SPRINKLER DESIGN INSTALL THRU WALL W/ ACOUSTIC WALL SEAL INSTALL THRU WALL W/ ACOUSTIC WALL SEAL 19' -6" WIDE x 5' -2" HIGH 28' -1" WIDE x 8' -0" HIGH SIZE INDICATED IS NOMINAL FAN SIZE SIZE INDICATED IS NOMINAL DUCT SIZE FEEDER TO 2T1 — 2 -1/2 ", P028 INTO ROOM 207 PLUMBING CHASE SIZE INDICATED IS DRAIN PIPE SIZE SIZE INDICATED IS NOMINAL FAN SIZE INSULATED PIPE 110 -120 116 —UP 201 -202 202—CH1 202 -203 202 -220 LEVEL 2 — TSO BUILDING 30 31 37 38 32 18" DIA 24 "x24" 16" DIA 16" DIA 14" DIA WALL WALL WALL WALL WALL M133 M134 M133 M133 SUPPLY DUCT RETURN AIR OPENING M133 VENTILATION AIR SUPPLY DUCT SUPPLY DUCT SUPPLY DUCT INSULATED PIPE SIZE INDICATED IS NOMINAL DUCT SIZE INSULATED PIPE INSULATED PIPE SIZE INDICATED IS NOMINAL DUCT SIZE SIZE INDICATED IS NOMINAL DUCT SIZE SIZE INDICATED IS NOMINAL DUCT SIZE SIZE INDICATED IS NOMINAL DUCT SIZE SIZE INDICATED IS NOMINAL DUCT SIZE 0 203—CH1 o_ RETURN DUCT SUPPLY DUCT SUPPLY DUCT RETURN AIR DUCT VENTILATION AIR SUPPLY DUCT 203 -220 204 -205 204 -220 205 -206 33 34 35 36 60 30 16" DIA 14" DIA 12" DIA 26 "x18" 4" DIA 16" DIA 26 "x18" 10" DIA 10" DIA 12" DIA TRANSFER AIR OPENING RETURN DUCT SUPPLY DUCT RETURN DUCT 205 -220 206 -220 31 30 31 32 33 33 10" DIA 16" DIA SUPPLY DUCT RETURN DUCT 34 60 61 62 63 64 SUPPLY DUCT 30 31 14" DIA 5" DIA 5" DIA 5" DIA 5" DIA 4" DIA 6 "x6" 6" DIA 6079 WALL WALL WALL WALL WALL WALL WALL WALL WALL WALL WALL WALL WALL WALL WALL WALL WALL WALL CEILING WALL REGISTERED ARCHITECT DO GLAS L. BRINLEY STATE OF WASHINGTON 10' -6" 9 , -6 " 9 , -6 " 9' -6" 9' -6" 10' -6" DESIGNED M133 M133 M133 M133 E116 M133 M133 M133 M133 M133 M133 M133 M133 E116 E116 E116 E116 E116 M133 M133 S. FISCHER DRAWN J. PALMER VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" D C A REV 6/10/10 1/8/10 1/8/10 7/31/09 DATE CC CC CC CC CHK'D EXHAUST GRILLE OPENING EXHAUST DUCT DB DB DB DB APP'D SIZE INDICATED IS NOMINAL FAN SIZE SIZE INDICATED IS NOMINAL DUCT SIZE INSULATED INSULATED SIZE INDICATED IS NOMINAL GRILLE SIZE SIZE INDICATED IS NOMINAL DUCT SIZE FINAL ISSUED FOR CITY OF TUKWILA PERMITS MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS ISSUED FOR CITY OF TUKWILA PERMITS REVISION DESCRIPTION SIZE INDICATED IS NOMINAL DUCT SIZE SIZE INDICATED IS NOMINAL DUCT SIZE SIZE INDICATED IS NOMINAL DUCT SIZE SIZE INDICATED IS NOMINAL DUCT SIZE FEEDER TO 2T1 — 2 -1/2 ", P028 SIZE INDICATED IS NOMINAL DUCT SIZE SIZE INDICATED IS NOMINAL DUCT SIZE SIZE INDICATED IS NOMINAL DUCT SIZE SIZE INDICATED IS NOMINAL DUCT SIZE SIZE INDICATED IS NOMINAL DUCT SIZE SIZE INDICATED IS NOMINAL DUCT SIZE SIZE INDICATED IS NOMINAL DUCT SIZE SIZE INDICATED IS NOMINAL DUCT SIZE TELECOMM CONDUIT, 4" SLEEVE, T332 TELECOMM CONDUIT, 4" SLEEVE, T332 TELECOMM CONDUIT, 4" SLEEVE, T332 TELECOMM CONDUIT, 4" SLEEVE, T332 FEEDER TO 2T1 — 2-1/2", P028 King County Department of Natural Resources and Parks Solid Waste Division 208 -220 36 14" DIA WALL M133 SUPPLY DUCT SIZE INDICATED IS NOMINAL DUCT SIZE 209 -210 36 12 "x8" WALL M134 TRANSFER OPENING SIZE INDICATED IS NOMINAL GRILLE SIZE 210 —EXR 31 6" DIA CEILING M132 M132 EXHAUST DUCT UP TO ROOF CAP RC —T1 SIZE INDICATED IS NOMINAL DUCT SIZE 210 -211 30 6" DIA WALL M132 SUPPLY DUCT SIZE INDICATED IS NOMINAL DUCT SIZE 211 30 8 "x8" CEILING M132 EXHAUST GRILLE OPENING SIZE INDICATED IS NOMINAL GRILLE SIZE 211 —EXR 212 212 —EXR 215 216 -217 CRAWL -503 501 —EXR 31 30 31 32 31 30 35 36 01 37 38 39 40 33 14" DIA 8 "x8" 6" DIA 4" DIA 8 "x8" 12" DIA " DIA 9" DIA 2'x2' 9" DIA 16 "x8" 16 "x8" 16 "x8" 4" DIA CEILING CEILING CEILING CEILING M105 M133 M133 M105 M132 DUCT RISER TO EF —T4 EXHAUST GRILLE OPENING SUPPLY DIFFUSER M136 4" PLUMBING VENT THRU ROOF SIZE INDICATED IS NOMINAL DUCT SIZE SIZE INDICATED IS NOMINAL GRILLE SIZE SIZE INDICATED IS NOMINAL DUCT SIZE SIZE INDICATED IS VENT PIPE SIZE 212 -213 33 12" DIA WALL M132 EXHAUST DUCT SIZE INDICATED IS NOMINAL DUCT SIZE 34 14" DIA WALL M133 SUPPLY DUCT SIZE INDICATED IS NOMINAL DUCT SIZE 212 -219 35 16" DIA WALL M132 SUPPLY DUCT SIZE INDICATED IS NOMINAL DUCT SIZE 36 8 "x6" WALL M132 WALL SUPPLY REGISTER SIZE INDICATED IS NOMINAL REGISTER SIZE 60 6" DIA WALL 9' -6" E116 TELECOMM CONDUIT, 4 ", T332 61 6" DIA WALL 9' -6" E116 TELECOMM CONDUIT, 4 ", T332 62 6" DIA WALL 9' -6" E116 TELECOMM CONDUIT, 4 ", T332 63 6" DIA WALL 9' -6" E116 TELECOMM CONDUIT, 4 ", T332 213 30 8 "x8" CEILING M132 EXHAUST GRILLE OPENING SIZE INDICATED IS NOMINAL GRILLE SIZE 31 6" DIA CEILING M132 4" PLUMBING VENT THRU ROOF SIZE INDICATED IS VENT PIPE SIZE 213 -219 32 8 "x6" WALL M132 WALL SUPPLY REGISTER SIZE INDICATED IS NOMINAL REGISTER SIZE 33 14" DIA WALL M132 SUPPLY DUCT SIZE INDICATED IS NOMINAL DUCT SIZE 214 -215 30 8" DIA WALL M132 SUPPLY DUCT SIZE INDICATED IS NOMINAL DUCT SIZE CEILING WALL M132 EXHAUST GRILLE OPENING M132 SUPPLY DUCT SIZE INDICATED IS NOMINAL GRILLE SIZE SIZE INDICATED IS NOMINAL DUCT SIZE 217 31 8"x8" CEILING M132 EXHAUST GRILLE OPENING SIZE INDICATED IS NOMINAL GRILLE SIZE 218 31 8"x8" SCALE FACILITY — SCALEHOUSE CEILING M132 EXHAUST GRILLE OPENING SIZE INDICATED IS NOMINAL GRILLE SIZE SUF—CRAWL 30 2" DIA FLOOR FLOOR DRAIN SIZE INDICATED IS DRAIN PIPE SIZE 31 2" DIA FLOOR FLOOR DRAIN SIZE INDICATED IS DRAIN PIPE SIZE 32 4" DIA FLOOR METHANE VENT SIZE INDICATED IS NOMINAL PIPE DIAMETER CRAWL—SUW 30 6" DIA SLEEVE REFRIGERATION SLEEVE CRAWL 31 WALL DUCT OPENING SIZE INDICATED IS NOMINAL DUCT SIZE CRAWL—CHASE 32 FLOOR M302 SUPPLY DUCT SIZE INDICATED IS NOMINAL DUCT SIZE 33 34 9" DIA 9" DIA FLOOR FLOOR M302 FLOOR REGISTER FLOOR REGISTER SIZE INDICATED IS NOMINAL FLOOR REGISTER SIZE SIZE INDICATED IS NOMINAL FLOOR REGISTER SIZE FLOOR FLOOR FLOOR FLOOR FLOOR FLOOR FLOOR CEILING M302 M302 FLOOR REGISTER FLOOR REGISTER M302 FLOOR REGISTER M302 FLOOR REGISTER M302 FLOOR REGISTER M302 FLOOR REGISTER M301 4" METHANE VENT THRU ROOF SIZE INDICATED IS NOMINAL FLOOR REGISTER SIZE SIZE INDICATED IS NOMINAL FLOOR REGISTER SIZE SIZE INDICATED IS NOMINAL FLOOR REGISTER SIZE SIZE INDICATED IS NOMINAL FLOOR REGISTER SIZE SIZE INDICATED IS NOMINAL FLOOR REGISTER SIZE SIZE INDICATED IS NOMINAL FLOOR REGISTER SIZE SIZE INDICATED IS NOMINAL PIPE DIAMETER 41 10" DIA CEILING M302 DUCT RISER SIZE INDICATED IS NOMINAL DUCT SIZE 42 10" DIA CEILING DUCT RISER SIZE INDICATED IS NOMINAL DUCT SIZE 503—ATTIC REVIEWED FOR 503-505 51 1 52 20"x20" 20"x20" DOOR DOOR M302 DOOR GRILLE DOOR GRILLE APPROVED 506—ATTIC 49 6"x6" CEILING M302 EXHAUST GRILLE OPENING SIZE INDICATED IS NOMINAL GRILLE SIZE 507—ATTIC 50 6"x6" CEILING M302 EXHAUST GRILLE OPENING 'SIZE INDICATED IS NOMINAL GRILLE SIZE 47 6"x6" CEILING M302 EXHAUST GRILLE OPENING SIZE INDICATED IS NOMINAL GRILLE SIZE , Ill 0 2 71110 505—ATTIC 48 CEILING RETURN GRILLE OPENING SIZE INDICATED IS NOMINAL GRILLE SIZE 45 24"x24" WALL M302 LOUVER SIZE INDICATED IS NOMINAL LOUVER SIZ ATTIC—EX R 46 44 RECYCLING BUILDING 31 32 33 34 35 36 14" DIA SEE DWG 2" DIA 4" DIA 4" DIA 4" DIA WALL ROOF FLOOR FLOOR FLOOR FLOOR CEILING M302 A/M401 4" DIA CEILING 7539th Avenue N Seattle, WA 98109 (206) 286-1640 www.kpg.com 1117 Broadway Suite 501 Tacoma, WA 98402 (253) 627-0720 LOUVER FRESH AIR INTAKE DUCT TRENCH DRAIN METHANE VENT FLOOR DRAIN METHANE VENT 4" METHANE VENT THRU ROOF SIZE INDICATED IS NOMINAL LOUVER SIZE SIZE INDICATED IS NOMINAL DUCT SIZE SIZE INDICATED IS DRAIN PIPE SIZE 1 4 2010 SIZE INDICATED IS NOMINAL PIPE DIAMETERPERMiTCENTFR SIZE INDICATED IS NOMINAL PIPE DIAMETER SIZE INDICATED IS NOMINAL PIPE DIAMETER METHANE VENT THRU ROOF SIZE INDICATED IS NOMINAL PIPE DIAMETER BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT ARCHITECTURAL GENERAL OPENINGS SCHEDULE PROJECT NUMBER: SHT. OF: 325 DRNMNG NUMBER: AO 1 7A 619 207-208 • MECHANICAL LEGEND SYMBOL DESCRIPTION SYMBOL WATER FLOW METER ® 4 THERMOMETER IN THERMOWELL Y PRESSURE GAUGE WITH SNUBBER AND ISOLATION VALVE ® PRESSURE SWITCH - PS . NON - POTABLE WATER NPW POC r _...... �- Ne - vvv PRESSURE SENSOR C WCO HOT WATER (140 c TEMPERATURE SENSOR IN THERMOWELL HOT WATER CIRCULATING (120 °) - - - M WASTE MOTORIZED CONTROL VALVE ►. VENT -II- RAIN WATER MOTORIZED BUTTERFLY VALVE OPENING NUMBER (SEE OPENING LEACHATE WASTE FLOW CONTROL VALVE FCV # NUMBER, POUND © M• -' ' E N .", = IN' A ** SERVED. ©A # TEMPERATURE SENSOR WITH LOCAL ADJUSTMENT. # INDICATES EQUIPMENT SERVED 0 # THERMOSTAT, # INDICATES EQUIPMENT SERVED © # REVERSE ACTING ERMOSTAT # INDICATES EQUIP SERVED ® # MOTION SENSOR # INDICATES EQUIPMENT SERVED ED # CARBON MONOXIDE SENSOR # INDICATES EQUIPMENT SERVED C HEATING WATER SUPPLY # CARBON DIOXIDE SENSOR # INDICATES EQUIPMENT SERVED � `-' # NITROUS OXIDE SENSOR # INDICATES EQUIPMENT SERVED 0 # SPEED CONTROLLER # INDICATES EQUIPMENT SERVED FOS CFM n SIDEWALL SUPPLY REGISTER - -� MEDIUM PRESSURE HIGH VOLUME MISTING 16x10 SWR I -- CFM SIDEWALL RETURN REGISTER r 1O/4L DUCT (WIDTH, HEIGHT), L INDICATES LINED DUCT (DIMENSIONS CLEAR INSIDE) D FIRE SPRINKLER DUCT (FIRST FIGURE, SIDE SHOWN) 20/12 4. HO LINED DUCT, INSIDE DIMENSION (FIRST FIGURE, SIDE SHOWN) 1" UNER EXCEPT WHERE INDICATED, I.E. 20/12L (2") CONDENSATE .... 20/12L c FIRE DEPARTMENT PUMPER CONNECTION PIV @ DUCT SECTION (SUPPLY) UNION r CHECK VALVE DUCT SECTION (EXHAUST, RETURN, OR OUTSIDE AIR) 0 ROUND DUCT, ROUND —1 VOLU E NU () VOLUME DAMPER (MANUAL) W/ REMOTE OPERATOR REUEF OR SAFETY VALVE w_ - - 'MI - ■ W W W W W - -- FLEXIBLE CONNECTION GATE VALVE D4 Wan= FLEXIBLE DUCT "0 # INDICATES TYPE OF DIFFUSER PER SCHEDULE REDUCED PRESSURE BACKFLOW PREVENTER T '? 8 CD -# CFM PRESSURE REGULATOR pi G CEIUNG RETURN, EXHAUST OR TRANSFER GRILLE OR REGISTER WATER HAMMER ARRESTOR. R INDICATES PLUMBING & D RAI NAGE INSTI TUT E LETTE SIZE. CFM POINT OF CONNECTION FIRE DAMPER C THRUST BLOCK SEE DWG C093 S �--- COMBINATION FIRE /SMOKE DAMPER SR CORRIDOR COMBINATION FIRE /SMOKE DAMPER - - - - •• - - - _ - MECHANICAL LEGEND SYMBOL DESCRIPTION SYMBOL COMPRESSED AIR CA UNDERGROUND PNEUMATIC RACEWAY A • CA COMPRESSED AIR OUTLET ® COLD WATER - . NON - POTABLE WATER NPW POC HOT WATER (120 -- WCO HOT WATER (140 - -140 FCO HOT WATER CIRCULATING (120 °) - - - 3" WASTE VENT RAIN WATER RW OPENING NUMBER (SEE OPENING LEACHATE WASTE LW RAINWATER SUCTION RWS ROOF TOP DUCT SUPPORT (ANCHORED) TEPID WATER (85 °) TW 1 TEPID WATER RETURN TWR S CONDENSER WATER SUPPLY CWS CONDENSER WATER RETURN CWR HEATING WATER SUPPLY HWS HEATING WATER RETURN HWR -- w " w W FUEL OIL SUPPLY (B20) FOS FUEL OIL RETURN (B20) FOR MEDIUM PRESSURE HIGH VOLUME MISTING MPHV HIGH PRESSURE LOW VOLUME MISTING HPLV FIRE SPRINKLER F HYDRAULIC OIL � HO CONDENSATE .... C ` ( FIRE DEPARTMENT PUMPER CONNECTION PIV POST INDICATIOR VALVE W/ TAMPER SWITCH - 111 - UNION CHECK VALVE _N �1 BUTTERFLY VALVE BALL VALVE () REUEF OR SAFETY VALVE GATE VALVE D4 BALANCE VALVE REDUCED PRESSURE BACKFLOW PREVENTER --D PRESSURE REGULATOR SOLENOID VALVE d4 L PDI -'A' WATER HAMMER ARRESTOR. R INDICATES PLUMBING & D RAI NAGE INSTI TUT E LETTE SIZE. —ill POC POINT OF CONNECTION C THRUST BLOCK SEE DWG C093 rn GENERAL NOTES 1. WHERE CONNECTIONS TO EXTERIOR UTIUTIES ARE INDICATED, RESPECTIVE DIV. 21, DIV. 22, DN. 23 CONTRACTOR SHALL VERIFY POINT OF CONNECTION AND MAKE CONNECTION TO EXTERIOR UTILITY. 2. EQUIPMENT SHALL BE PROVIDED AS SCHEDULED /INDICATED BY MANUFACTURER AND MODEL NUMBER OR APPROVED EQUAL. OPENING DESIGNATION NOTES: 1. OPENINGS BETWEEN ROOMS OR SPACES ARE IDENTIFIED BY THE SYMBOL 0 WITH DISCRETE OPENING NUMBERS ASSIGNED TO THE TWO ROOMS OR SPACES. 2. REFER TO OPENING SCHEDULE ON SHEETS A016 AND A017 FOR NUMBERING NOMENCLATURE. 3. OPENINGS ARE SCHEDULED FOR PENETRATIONS WHICH ARE FOUR (4) INCHES OR GREATER IN SIZE. 4. OPENINGS FOR CEIUNG REGISTERS, GRILLES AND DIFFUSERS ARE NOT INCLUDED IN THE OPENING SCHEDULE. 5. OPENINGS FOR PENETRATIONS LESS THAN FOUR (4) INCHES IN SIZE ARE NOT INCLUDED IN THE OPENING SCHEDULE. 6. OPENINGS FOR PENETRATIONS IN CONCRETE SHALL BE CAST -IN -PLACE FOR SIZES EIGHT (8) INCHES OR GRATER. OPENINGS LESS THAN EIGHT (8) INCHES MAY BE CAST -IN- PLACE OR DRILLED. LINE SIZE DESIGNATION FIRST # LEFT TO LAST # RIGHT FIRST # TOP TO LAST # BOTTOM FIRST # TOP TO LAST # BOTTOM J FIRST # LEFT TO LAST # RIGHT SEISMIC ISOLATION NOTES 1. SEE DWG A103 AND ASSOCIATED REFERENCED DRAWINGS FOR SEISMIC ISOLATION NOTES AND REQUIREMENTS. 2. IN ALL LOCATIONS WHERE MECHANICAL ITEM PENETRATE THROUGH SEISMIC JOINTS, WHETHER SPECIFICALLY INDICATED ON THE DRAWINGS OR NOT, PROVIDE FLEXIBLE TRANSITIONS WHICH PERMITS THE MOTIONS SET FORTH IN THE STRUCTURAL DRAWINGS AND MAINTAINS THE FIRE RATINGS OF THE WALL, FLOOR OR ROOF ASSEMBLIES PENETRATED. t1O REVIEWED FOR CODE COMPlIANCE APPROVED JUL 0 2 2010 City of Tukwila BUILDING DIVISION RECEIVED JUN 14 2010 PERMIT CENTER DESIGNED LNS DRAWN NBD VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" REV A 6/10/10 1/8/10 1/8/10 7/31/09 JAR JAR JAR JAR LNS LNS LNS LNS DATE CHK'D APP'D FINAL ISSUED FOR CITY OF TUKWILA PERMITS MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS ISSUED FOR CITY OF TUKWILA PERMITS REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division LNS LNS ENGINEERS, INC. 7713 PIONEER WAY • SUITE C GIG HARBOR, WASHINGTON 98335 PHONE: 253.851 .51 75 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT MECHANICAL LEGENDS PROJECT NUMBER: SHT. OF: C00405C09 454 619 DRAWING NUMBER: M011 O v c V 0 0 w 0 LL w m ce 0 CO J U 1- LL- 0 LL MECHANICAL LEGEND SYMBOL DESCRIPTION REFRIGERANT LINE SET • ® Nra VELOCITY SENSOR w POC POINT OF CONNECTION WCO WALL CLEANOUT FCO FLOOR CLEANOUT CO SURFACE CLEANOUT METHANE VENT OPENING NUMBER (SEE OPENING NOTES THIS SHEET) A ROOF TOP DUCT SUPPORT (ANCHORED) 1 S ROOF TOP DUCT SUPPORT (SLIP) ■ S -- w " w W W W W � W W+ - - rn GENERAL NOTES 1. WHERE CONNECTIONS TO EXTERIOR UTIUTIES ARE INDICATED, RESPECTIVE DIV. 21, DIV. 22, DN. 23 CONTRACTOR SHALL VERIFY POINT OF CONNECTION AND MAKE CONNECTION TO EXTERIOR UTILITY. 2. EQUIPMENT SHALL BE PROVIDED AS SCHEDULED /INDICATED BY MANUFACTURER AND MODEL NUMBER OR APPROVED EQUAL. OPENING DESIGNATION NOTES: 1. OPENINGS BETWEEN ROOMS OR SPACES ARE IDENTIFIED BY THE SYMBOL 0 WITH DISCRETE OPENING NUMBERS ASSIGNED TO THE TWO ROOMS OR SPACES. 2. REFER TO OPENING SCHEDULE ON SHEETS A016 AND A017 FOR NUMBERING NOMENCLATURE. 3. OPENINGS ARE SCHEDULED FOR PENETRATIONS WHICH ARE FOUR (4) INCHES OR GREATER IN SIZE. 4. OPENINGS FOR CEIUNG REGISTERS, GRILLES AND DIFFUSERS ARE NOT INCLUDED IN THE OPENING SCHEDULE. 5. OPENINGS FOR PENETRATIONS LESS THAN FOUR (4) INCHES IN SIZE ARE NOT INCLUDED IN THE OPENING SCHEDULE. 6. OPENINGS FOR PENETRATIONS IN CONCRETE SHALL BE CAST -IN -PLACE FOR SIZES EIGHT (8) INCHES OR GRATER. OPENINGS LESS THAN EIGHT (8) INCHES MAY BE CAST -IN- PLACE OR DRILLED. LINE SIZE DESIGNATION FIRST # LEFT TO LAST # RIGHT FIRST # TOP TO LAST # BOTTOM FIRST # TOP TO LAST # BOTTOM J FIRST # LEFT TO LAST # RIGHT SEISMIC ISOLATION NOTES 1. SEE DWG A103 AND ASSOCIATED REFERENCED DRAWINGS FOR SEISMIC ISOLATION NOTES AND REQUIREMENTS. 2. IN ALL LOCATIONS WHERE MECHANICAL ITEM PENETRATE THROUGH SEISMIC JOINTS, WHETHER SPECIFICALLY INDICATED ON THE DRAWINGS OR NOT, PROVIDE FLEXIBLE TRANSITIONS WHICH PERMITS THE MOTIONS SET FORTH IN THE STRUCTURAL DRAWINGS AND MAINTAINS THE FIRE RATINGS OF THE WALL, FLOOR OR ROOF ASSEMBLIES PENETRATED. t1O REVIEWED FOR CODE COMPlIANCE APPROVED JUL 0 2 2010 City of Tukwila BUILDING DIVISION RECEIVED JUN 14 2010 PERMIT CENTER DESIGNED LNS DRAWN NBD VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" REV A 6/10/10 1/8/10 1/8/10 7/31/09 JAR JAR JAR JAR LNS LNS LNS LNS DATE CHK'D APP'D FINAL ISSUED FOR CITY OF TUKWILA PERMITS MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS ISSUED FOR CITY OF TUKWILA PERMITS REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division LNS LNS ENGINEERS, INC. 7713 PIONEER WAY • SUITE C GIG HARBOR, WASHINGTON 98335 PHONE: 253.851 .51 75 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT MECHANICAL LEGENDS PROJECT NUMBER: SHT. OF: C00405C09 454 619 DRAWING NUMBER: M011 O v c V 0 0 w 0 LL w m ce 0 CO J U 1- LL- 0 LL HOSE REEL SCHEDULE EQUIP NO DESCRIPTION MANUFACTURER, MODEL LOCATION ELECTRICAL LOAD SHEDDING REMARKS HEAT TRACE PROTECTION POWER VOLT PHASE STARTER DISCONNECT HRP -A- 100 -1.5 HOSE REEL- 1OOFTx1.5" NOZZLE PEDISTALL MOUNT HANNAY REEL INC MODEL 7528 -25 -26 TIPPING FLOOR SOUTH 1/2 HP 120 1 DIV. 22 MANUF. DIV. 26 NO 1 HT -1 HRP -B- 100 -1.5 HOSE REEL- 100FTx1.5" NOZZLE PEDISTAL MOUNT HANNAY REEL INC MODEL 7528 -25 -26 TIPPING FLOOR WEST 1/2 HP 120 1 DIV. 22 MANUF. DN. 26 NO 1 HT -3 HRP -C -100 -1.25 HOSE REEL- 10OFTx1.25" NOZZLE PEDISTAL MOUNT HANNAY REEL INC MODEL 7528 -25 -26 TIPPING FLOOR WEST EXTERIOR 1/2 HP 120 1 DN. 22 MANUF. DIV. 26 NO 1 HT -3 HRP -D- 100 -1.5 HOSE REEL- 1OOFTx1.5" NOZZLE PEDISTAL MOUNT HANNAY REEL INC MODEL 7528 -25 -26 TIPPING FLOOR WEST 1/2 HP 120 1 DN. 22 MANUF. DIV. 26 NO 1 HT -3 HRP -E- 100 -1.5 HOSE REEL- 100FTx1.5" NOZZLE PEDISTAL MOUNT HANNAY REEL INC MODEL 7528 -25 -26 TIPPING FLOOR NORTH 1/2 HP 120 1 DIV. 22 MANUF. DN. 26 NO NO HT -3 HRP -F- 100 -1.5 HOSE REEL- 100FTx1.5" NOZZLE PEDISTAL MOUNT HANNAY REEL INC MODEL 7528 -25 -26 RECIEVING FLOOR NORTH 1/2 HP 120 1 DIV. 22 MANUF. DIV. 26 NO 1 HT -3 HRW -G- 100 -1.5 HOSE REEL- 100FTx1.5" NOZZLE WALL MOUNT HANNAY REEL INC MODEL 7528 -25 -26 RECIEVING FLOOR SOUTH 1/2 HP 120 1 DIV. 22 MANUF. DIV. 26 NO 1 HT -2 HRP -H -75 -1.25 HOSE REEL- 1OOFTx1.25" NOZZLE PEDISTAL MOUNT HANNAY REEL INC MODEL 7528 -25 -26 RECIEVING FLOOR EAST 1/2 HP 120 1 DIV. 22 MANUF. DN. 26 NO 1 HT -2 HRP -I- 100 -1.5 HOSE REEL- 100FTx1.5" NOZZLE PEDISTAL MOUNT HANNAY REEL INC MODEL 7528 -25 -26 RECIEVING FLOOR EAST 1/2 HP 120 1 DIV. 22 MANUF. DIV. 26 NO 1 HT -2 HRP -J -75 -1.25 HOSE REEL- 75FTx1.25" NOZZLE PEDISTAL MOUNT HANNAY REEL INC MODEL 7528 -25 -26 RECIEVING FLOOR EAST EXTERIOR 1/2 HP 120 1 DN. 22 MANUF. DIV. 26 NO 1 HT -2 HRP -K -100 -1.25 HOSE REEL- 100FTx1.25" NOZZLE PEDISTAL MOUNT HANNAY REEL INC MODEL 7528 -25 -26 TOP LOAD LEVEL SOUTH EXTERIOR 1 2 HP / 120 1 DIV. 22 MANUF. DIV. 26 NO 1 HT -9 HRW -L- 100 -1.25 HOSE REEL- 1OOFTx1.25" NOZZLE WALL MOUNT HANNAY REEL INC MODEL 7528 -25 -26 COMPACTOR LEVEL EAST EXTERIOR 1 2 HP / 120 1 DIV. 22 MANUF. DIV. 26 NO 1 HT -4 HRW- M- 75 -1.5 HOSE REEL- 75FTx1.5" NOZZLE WALL MOUNT HANNAY REEL INC MODEL 7528 -25 -26 COMPACTOR LEVEL WEST TOP LOAD BAY 1/2 HP 120 1 DIV. 22 MANUF. DIV. 26 NO 1 HT -4 HRW- N- 75 -1.5 HOSE REEL- 75FTx1.5" NOZZLE WALL MOUNT HANNAY REEL INC MODEL 7528 -25 -26 COMPACTOR LEVEL COMPACTOR BAY # SOUTH 1 2 HP / 120 1 DIV. 22 MANUF. DIV. 26 NO 1 HT -6 HRW- 0- 75 -1.5 HOSE REEL- 75FTx1.5" NOZZLE WALL MOUNT HANNAY REEL INC MODEL 7528 -25 -26 COMPACTOR LEVEL COMPACTOR BAY #1 WEST 1/2 HP 120 1 DIV. 22 MANUF. DIV. 26 NO 1 HT -5 HRW- P- 75 -1.5 " HOSE REEL- 75FTx1.5 NOZZLE WALL MOUNT HANNAY REEL INC MODEL 7528 -25 -26 COMPACTOR LEVEL COMPACTOR BAY # 2 WEST 1/2 HP 120 1 DIV. 22 MANUF. DIV. 26 NO 1 HT -5 HRW- Q- 75 -1.5 HOSE REEL- 75FTx1.5" NOZZLE WALL MOUNT HANNAY REEL INC MODEL 7528 -25 -26 COMPACTOR LEVEL COMPACTOR BAY #2 NORTH 1/2 HP 120 1 DIV. 22 MANUF. DIV. 26 NO 1 HT -5 HRP -R- 100 -1.5 HOSE REEL- 100FTx1.5" NOZZLE PEDISTAL MOUNT HANNAY REEL INC MODEL 7528 -25 -26 HOT LOAD PAD 1 2 HP 120 1 MANUF . DIV. 26 NO 1 HT -11 HRW -S- 100 -1.5 HOSE REEL- 100FTx1.5" NOZZLE WALL MOUNT HANNAY REEL INC MODEL 7528 -25 -26 WEST TRUCK PAD 1/2 HP 120 1 DIV. 22 MANUF. DN. 26 NO 1 HT -12 HRW -T- 100 -1.5 HOSE REEL- 1OOFTx1.5" NOZZLE WALL MOUNT HANNAY REEL INC MODEL 7528 -25 -26 WEST TRUCK PAD 1/2 HP 120 1 DIV. 22 MANUF. DIV. 26 NO 1 HT -13 HRW -U- 100 -1.5 HOSE REEL- 100FTx1.5" NOZZLE WALL MOUNT HANNAY REEL INC MODEL 7528 -25 -26 WEST TRUCK PAD 1/2 HP 120 1 DIV. 22 MANUF. DIV. 26 NO HT -14 HRP -V- 100 -1.5 HOSE REEL- 100FTx1.5" NOZZLE PEDISTAL MOUNT HANNAY REEL INC MODEL 7528 -25 -26 EAST TRUCK PAD 1/2 HP 120 1 DIV. 22 MANUF. DIV. 26 NO 1 HT -15 HRP -W- 100 -1.5 HOSE REEL- 100FTx1.5" NOZZLE PEDISTAL MOUNT HANNAY REEL INC MODEL 7528 -25 -26 EAST TRUCK PAD 1/2 HP 120 1 DIV. 22 MANUF. DIV. 26 NO 1 HT -16 HRP -X- 100 -1.5 HOSE REEL- 100FTx1.5" NOZZLE PEDISTAL MOUNT HANNAY REEL INC MODEL 7528 -25 -26 EAST TRUCK PAD 1/2 HP 120 1 DIV. 22 MANUF. DIV. 26 NO 1 HT -17 C rn REMARKS: 1. PROVIDE WEATHERPROOF START /STOP CONTROLLER. DESIGNED DRAWN LNS NBD VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" D 6/10/10 C 1/8/10 B 1/8/10 A 7/31/09 REV DATE JAR JAR JAR JAR LNS LNS LNS LNS CHK'D APP'D FINAL ISSUED FOR CITY OF TUKWILA PERMITS MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS ISSUED FOR CITY OF TUKWILA PERMITS REVISION DESCRIPTION REMARKS: 1. PROVIDE 3/4" COMPRESSED AIR FROM MECHANICAL ROOM CO6 COMPRESSED AIR SYSTEM TO FILTRATION SYSTEM, 4 SCFM ® 80 PSIG. 2 . PROVIDE 4 - 20 ma OUTPUT FROM METER TO DIV. 40 SCADA SYSTEM 3. PROVIDE FOUR(4) RUBBER IN SHEAR ISOLATORS ANCHORED TO CONCRETE FLOOR. 4. PROVIDE 1" COMPRESSED AIR FROM MECHANICAL ROOM CO6 COMPRESSED AIR SYSTEM TO PNEUMATIC VALVE CONTROL MANIFOLD. 5. PROVIDE 2" COMPRESSED AIR FROM MECHANICAL ROOM CO6 COMPRESSED AIR SYSTEM TO DUST COLLECTOR. SEE DWG MO20. 6. PROVIDE SHUTDOWN RELAY FOR INTERFACE WITH DIV. 40 SCADA SYSTEM FOR SHUTDOWN OF NPW SYSTEM. 7. PROVIDE BAS RELAY FOR LOAD SHEDDING. 8. INTERFACE WITH DIV. 40 SCADA SYSTEM 9. MAG 5100W SENSOR W/ MAG 6000 SIGNAL CONVERTER. 10. PROVIDE WITH NEPTUNE TRICON /E3 TRANSMITTER. King County Department of Natural Resources and Parks Solid Waste Division LNS LNS ENGINEERS, INC. 7713 PIONEER WAY • SUITE C GIG HARBOR, WASHINGTON 98335 PHONE: 253.851.5175 fr46%iO3 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT MECHANICAL SCHEDULES - SHEET 2 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 2 2010 City of Tukwila BUILDING DIVISION RECEIVED JUN 14 2010 PERMIT CENTER PROJECT NUMBER: SHT. OF: 456 C00405C09 DRAWING NUMBER: M013 619 V 0 0 LL m vJ 0 co U U O LL 0 C!) C!,) LL MISCELLANEOUS EQUIPMENT SCHEDULE EQUIP NO DESCRIPTION MANUFACTURER, MODEL CAPACITY ELECTRICAL LOAD SHEDDING REMARKS POWER VOLT PHASE STARTER DISCONNECT BP -T1 BOOSTER PUMP a GRUNDFOS MPC EF4 CRN20 -6 320 GPM ® 136 PSI W/ 3 PUMPS ( 0 15 HP 460 3 VFD DIV. 22 DIV. 26 YES 6, 7 WATER SYSTEM MS -T1 COMPACTOR CHUTE LPHV MISTING SYSTEM VENDOR COMPONENTS - 3 HP 480 3 VENDOR YES NO 7 MS -T2 TIPPING /RECEIVING HPLV FLOOR MISTING SYSTEM VENDOR COMPONENTS _ 15 HP 480 3 VENDOR VFD YES NO 7 MS -T3 SPA HPLV MISTING SYSTEM VENDOR COMPONENTS - 1 -1/2 HP 480 3 VENDOR YES NO 7 AC -T1 AIR COMPRESSOR QUINCY NORTHWEST QNW -F20 ( 1 20 HP ) 460 3 INTEGRAL DIV. 22 DIV. 26 NO 3 RAF -T1 REFRIGERATED AIR DRIER ZEKS A J 1 1/2 HP 120 1 INTEGRAL DIV. 22 DIV. 26 NO 100 HSG DST -T1 DUST COLLECTOR AMERICAN AIR FILTER MODEL 4RC96 36,000 CFM 125 HP 460 3 VFD DIV. 23 DN. 26 YES BSF -T1 BOOSTER WATER SYSTEM FILTRATION MILLER- LEAHMAN ATD3(4)X6- 130M- A -MOD1 320 GPM 200 MICRON 15 FLA 120 1 INTEGRAL DIV. 22 DIV. 26 NO 1 PVCP -T1 PC ON NE TRO UMATIC L M AVNIFOALVE LD BAS PANEL DIV. 23 _ 15 FLA 120 1 DIV. 26 NO 4 SWVP -T1 STORM / WASTE WATER VALVE PANEL COMPACTOR LEVEL BAS PANEL DIV. 23 - 15 FLA 120 1 DIV. 26 NO 8 WVP -T1 WASTE WATER VALVE CONTROL PANEL LOADING AREA 109 BAS PANEL DIV. 23 - 15 FLA 120 1 DIV. 26 NO TW -T1 TIRE WASH VENDOR COMPONENTS - 14.8 HP 14.8 460 3 MANUF DIV. 11 DIV. 26 NO FM -T1 POTABLE WATER FLOW METER NEPTUNE TRU FLO COMPOUND METER ( 2" SIZE 0 - 65 GPM 1 FLA 120 1 - DIV. 26 NO 2, 10 _ FM T2 NPW SYSTEM FLOW METER SIEMENS SITRANS ( MODEL FM MAGFLO ( 2 -1/2" SIZE 0 - 320 GPM 1 FLA 120 1 - DIV. 26 NO 2, 9 FM -T3 NPW MISTING SYSTEM FLOW METER SIEMENS SITRANS ( MODEL FM MAGFLO ( 1 -1 /2" SIZE 0 - 60 GPM 1 FLA 120 1 - DIV. 26 NO 2 9 FM -T4 NPW BOOSTER SYSTEM FLOW METER SIEMENS SITRANS ( MODEL FM MAGFLO ( 2 -1 /2" SIZE 0 - 320 GPM 1 FLA 120 1 - DIV. 26 NO 2 9 FM -T5 - NPW TIRE WASH FLOW METER SIEMENS STTRANS ( MODEL FM MAGFLO - 2" SIZE 0 - 110 GPM 1 FLA 120 1 _ DIV. 26 NO FM -S1 NI POTABLE WATER FLOW METER SIEMENS SITRANS MODEL FM MAGFLO 1" SIZE 0 - 25 GPM 1 FLA 120 1 - DIV. 26 NO 2 C rn REMARKS: 1. PROVIDE WEATHERPROOF START /STOP CONTROLLER. DESIGNED DRAWN LNS NBD VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" D 6/10/10 C 1/8/10 B 1/8/10 A 7/31/09 REV DATE JAR JAR JAR JAR LNS LNS LNS LNS CHK'D APP'D FINAL ISSUED FOR CITY OF TUKWILA PERMITS MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS ISSUED FOR CITY OF TUKWILA PERMITS REVISION DESCRIPTION REMARKS: 1. PROVIDE 3/4" COMPRESSED AIR FROM MECHANICAL ROOM CO6 COMPRESSED AIR SYSTEM TO FILTRATION SYSTEM, 4 SCFM ® 80 PSIG. 2 . PROVIDE 4 - 20 ma OUTPUT FROM METER TO DIV. 40 SCADA SYSTEM 3. PROVIDE FOUR(4) RUBBER IN SHEAR ISOLATORS ANCHORED TO CONCRETE FLOOR. 4. PROVIDE 1" COMPRESSED AIR FROM MECHANICAL ROOM CO6 COMPRESSED AIR SYSTEM TO PNEUMATIC VALVE CONTROL MANIFOLD. 5. PROVIDE 2" COMPRESSED AIR FROM MECHANICAL ROOM CO6 COMPRESSED AIR SYSTEM TO DUST COLLECTOR. SEE DWG MO20. 6. PROVIDE SHUTDOWN RELAY FOR INTERFACE WITH DIV. 40 SCADA SYSTEM FOR SHUTDOWN OF NPW SYSTEM. 7. PROVIDE BAS RELAY FOR LOAD SHEDDING. 8. INTERFACE WITH DIV. 40 SCADA SYSTEM 9. MAG 5100W SENSOR W/ MAG 6000 SIGNAL CONVERTER. 10. PROVIDE WITH NEPTUNE TRICON /E3 TRANSMITTER. King County Department of Natural Resources and Parks Solid Waste Division LNS LNS ENGINEERS, INC. 7713 PIONEER WAY • SUITE C GIG HARBOR, WASHINGTON 98335 PHONE: 253.851.5175 fr46%iO3 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT MECHANICAL SCHEDULES - SHEET 2 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 2 2010 City of Tukwila BUILDING DIVISION RECEIVED JUN 14 2010 PERMIT CENTER PROJECT NUMBER: SHT. OF: 456 C00405C09 DRAWING NUMBER: M013 619 V 0 0 LL m vJ 0 co U U O LL 0 C!) C!,) LL FAN SCHEDULE SYMBOL MANUFACTURER MODEL NO. LOCATION SERVICE TYPE MINIMUM CFM STATIC PRESSURE IN. W.G. WHEEL SIZE ELECTRICAL LOAD SHEDDING WEIGHT (LBS) VIBRATION ISOLATION SEISMIC RESTRAINT REMARKS HP V PH RPM STARTER DISCONNECT TYPE STATIC DEFL EF -T1 COOK MODEL 36AFBC TSO EQUIP LEVEL ROOM 108 COMPACTOR/ WASTE T A T& T 1R4D HORIZONTAL IN -LINE 18,000 1.5 36" 15 460 3 797 DIV 26 DIV 26 NO 606 SPRING THRUST 3 » CABLE EWH -T4 EF -T2 COOK MODEL 60AFBC TSO ROOF LEVEL TRANSFER STATION GEN. EXHAUST HORIZONTAL IN -LINE 45,000 1.5 » 60" 25 460 3 797 VFD DIV 23 DIV 26 NO 1654 SPRING THRUST » 3 INTEGRAL TO ISOLATORS EWH -T6 EF -T3 COOK MODEL 6OAFBC ISO ROOF LEVEL TRANSFER STATION GEN. EXHAUST HORIZONTAL IN -LINE 45,000 1.5 60" 25 460 3 797 VFD DIV 23 DIV 26 NO 1654 SPRING THRUST 3 INTEGRAL TO ISOLATORS BH-S1 EF -T4 COOK MODEL 120ACEB ISO ROOF LEVEL TSO GENENERAL EXHAUST ROOFTOP CENTRIFUGAL 870 0.5 12 1/3 120 1 1160 BAS DIV 23 DIV 26 NO 100 - - CURB MOUNT 01 EF -T5 COOK MODEL GN420 COMPACTOR LEVEL MENS RESTROOM COMPACTOR LEVEL RESTROOM EXHAUST IN -LINE CABINET FAN 200 0.375 - 172W 120 1 1075 BAS DIV 23 DIV 26 NO 30 SPRING 0.75" CABLE RH -S1 EF -T6 COOK MODEL GC240 TOILET 116 TOILET 109 EXHAUST CEILING CABINET FAN 100 0.25 - 65W 120 1 1200 r 23 DIV 26 NO 25 - - - RH -T1 EF -T7 COOK MODEL GC240 TOILET 104 TOILET 104 EXHAUST CEILING CABINET FAN 100 0.25 - 65W 120 1 1200 BAS DIV 23 DIV 26 NO 3 - - 05 IRH -T2 EF-T8 COOK L GC240 MODEL TOILET 110 TOILET 110 EXHAUST CEILING CABINET FAN 100 0.25 - 65W 120 1 1200 D S 23 DIV 26 NO 25 - - - IRH -T4 EF -T9 COOK MODEL 195SQNB HPU ROOM 109 HPU ROOM EXHAUST HORIZONTAL IN -LINE 4,000 0.75 19.5" 1 -1 /2 460 3 . 1065 DIV 26 DIV 26 NO 300 SPRING THRUST 0.75 CABLE UH -T1 EF -T10 COOK MODEL GC420 ELECTRIC ROOM 115 TRANSFORMER HEAT EXHAUST CEILING CABINET FAN 275 0.20 - 170W 120 1 935 BAS DIV 23 DIV 26 NO 30 - - - EF -T11 COOK MODEL 42XLPH NORTH PROCESSING GENERAL EXHAUST PROPELLER WALL FAN 8,000 0.375 42 1 -1 /2 460 3 540 DIV 26 DIV 26 NO 482 - _ WALL MOUNT SF -T1 COOK MODEL 365SQN -HP COMPACTOR LEVEL COMPACTOR LEVEL SUPPLY CENTRIFUGAL IN -LINE 8.000 0.5 » 36" 5 460 3 1340 DIV 26 DIV 26 NO 397 SPRING 0.75" INTEGRAL TO ISOLATORS C EF -S1 COOK MODEL GN240 SCALE FACIUTY MEZZ TOILET /STORAGE EXHAUST IN -LINE CABINET FAN 100 0.25 - 54W 120 1 1260 BAS DIV 23 DIV 26 NO 25 SPRING 0.75" CABLE EF -S2 COOK MODEL GN240 SCALE FACIUTY MEZZ ELECTRICAL ROOM EXHAUST IN -LINE CABINET FAN 100 0.25 - 54W 120 1 1260 p �s 23 DIV 26 NO 25 SPRING 0.75" CABLE BF -S1 COOK MODEL 225SQNB SCALE FACILITY VEHICLE TAIL PIPE BLOWER CENTRIFUGAL IN -LINE FAN 4,000 0.75 22.5" 1 208 1 725 VFD DIV 23 DIV 26 NO 350 SPRING 2" INTEGRAL TO ISOLATORS BF -S2 COOK 225SQNB SCALE FACILITY VEHICLE TAIL PIPE BLOWER CENTRIFUGAL IN -UNE FAN 4,000 0.75 » 22.5 1 208 1 725 VFD DIV 23 DIV 26 NO 350 SPRING 2" INTEGRAL TO ISOLATORS ELECTRIC HEATER SCHEDULE SYMBOL DESCRIPTION MANUFACTURER MODEL NO. AREA SERVED ELECTRICAL LOAD SHEDDING REMARKS KW /W VOLTS PHASE DISCONNECT EWH -T1 WALL HEATER KING ELECTRIC DEC 1215 -SS COMPACTOR BAY UNISEX TOILET C07 500 W 120 1 DIV. 26 NO TOTAL SP (IN.) EWH -T2 WALL HEATER KING ELECTRIC DEC 1215 -SS COMPACTOR BAY UNISEX TOILET C08 500 W 120 1 DIV. 26 NO TOTAL CAPACITY (MBH) EWH -T3 WALL HEATER KING ELECTRIC DEC 1215 -SS TIPPING FLOOR TOILET 116 500 W 120 1 DIV. 26 NO 01 EWH -T4 WALL HEATER KING ELECTRIC DEC 1215 -SS TIPPING FLOOR ROOM 104 500 W 120 1 DIV. 26 NO 01 EWH -T5 WALL HEATER KING ELECTRIC DEC 1215 -SS TIPPING FLOOR ROOM 110 500 W 120 1 DIV. 26 NO 01 EWH -T6 WALL HEATER KING ELECTRIC DEC 1215 -SS FIRE SPRINKLER RISER #2 500 W 120 1 DIV. 26 NO 01 EWH -S1 WALL HEATER KING ELECTRIC DEC 1215 -SS SCALE -HOUSE TOILET 500 W 120 1 DIV. 26 NO - BH-S1 BASE BOARD HEATER KING ELECTRIC SBF 31205 SCALE - HOUSE- TRANS- ACTION WINDOW 500 W 120 1 DIV. 26 NO - BH -S2 BASE BOARD HEATER KING ELECTRIC SBF 31205 SCALE - HOUSE- TRANS- ACTION WINDOW 500 W 120 1 DIV. 26 NO 0 0 � 0 IRH -R1 RADIENT FOSTORIA RECYCLE WARMING ROOM 3.2 KW 208 1 DIV. 26 NO © 6 L 1576 HEATER 223 -60- THSS -208V 602 I 3 + 46.6 35.4 84 67 14.7 RH -S1 CEILING RADIENT HEATER MARKEL CP 807 SCALE - HOUSE- TRANS- ACTION WINDOW 750 W 208 1 DIV. 26 NO - RH -S2 CEILING RADIENT HEATER MARKEL Cp 807 SCALE- HOUSE- TRANS- ACTION WINDOW 750 W 208 1 DIV. 26 NO DIV. 26 RH -T1 CEILING RADIENT HEATER MARKEL Cp 123 TSO 209 SUPERVISOR OFFICE 375 W 120 1 DIV. 26 NO IRH -T1 INFRA -RED RADIENT HEATER FOSTORIA 223 -60- THSS -480V TIPPING FLOOR SOUTH EMPLOYEE WARMING AREA 6 KW 480 3 DIV. 26 YES 05 IRH -T2 INFRA -RED RADIENT HEATER FOSTORIA 223 -60- THSS -480V RECIEVING FLOOR SOUTH EMPLOYEE WARMING AREA 6 KW 480 3 DIV. 26 YES ® ® IRH -T3 INFRA -RED RADIENT HEATER FOSTORIA 223 -60- THSS -480V TIPPING FLOOR NORTH EMPLOYEE WARMING AREA 6 KW 480 3 DIV. 26 YES 0 6 IRH -T4 INFRA -RED RADIENT HEATER FOSTORIA 2-60 223 -60- THSS -480V COMPACTOR LEVEL COMPACTOR #1 # 6 KW 480 3 DIV. 26 . YES 0 6 0 IRH -T5 INFRA -RED RADIENT HEATER FOSTORIA 6 - 2 23 0- 60-480V 23 COMPACTOR LEVEL COMPACTOR #2 6 KW 480 3 DIV. 26 YES 0 UH -T1 ELECTRIC UNIT HEATER KING ELECTRIC KB 4805 -3MP TSO EQUIPMENT ROOM 105 5 KW 480 3 DIV. 26 NO 01 UH -T2 ELECTRIC UNIT HEATER ING ELECTRIC KING K 4805 -3MC TSO MISTING AREA ROOM 106 5 KW 480 3 DIV. 26 NO 0 C A : •ANDLI G UNI D L SYMBOL MANUFACTURER MODEL N0. CONFIGURATION SUPPLY FAN RETURN FAN I DX COOLING COIL HEAT PUMP HEATING HOT WATER HEATING COIL DUCT HEATER ELECTRICAL LO SHEDDING FILTERS MIN. O.A. CFM WEIGHT (LBS) REMARKS CFM RPM TOTAL SP (IN.) HP V PH CFM RPM TOTAL SPIN) HP V PH I ' TOTAL CAPACITY (MBH) SENS CAPACITY (MBH) o EAT (F) SEER EAT (F) HIGH -TEMP (MBH) LAT (F) LOW -TEMP (MBH) LAT (F) HSPF / J CAPACITY (BTUH) EAT (F) LAT (F) GPM EWT (F) P ' D ' (FT) KW V PH MCA V PH STARTER DISCONNECT DB WB AHU -T1 AAON RM- 008 -3- 000 -EJN VARIABLE VOLUME 100% O.A. 3335 1629 2.7 3 460 3 - - - - - - I - - - - - - - - - - - 154,000 20 5.8 30 110 14 - - - 4 460 3 DIV. 23 MANUF. DIV. 26 NO 30% MERV 13 2495 835 0 0 � 0 HVAC -S1 MON M2 -H- 005- R- 8- A- A -0 -C -0 HORIZONTAL INDOOR CONSTANT VOLUME 1150 1979 2.1 2 208 3 600 1576 1.0 1 208 I 3 + 46.6 35.4 84 67 14.7 55 43.8 90 28.4 78 8.7 - - - - - - 15.75 208 3 55 208 3 DIV. DIV. 26 NO MERV 13 400 2443 ®® ®0 ® 9U 10 ■ C v 0 w l ac a_ w 0 CO cn v 0 Sri ao 0 0 CNI Q rn N M .REMARKS: 0 PROVIDE FACTORY MOUNTED VARIABLE FREQUENCY DRIVE WITHIN WEATHER PROOF CONTROL PANEL. 0 UNIT SHALL BE OF WEATHER PROOF CONSTRUCTION FOR ROOF CURB INSTALLATION. ROOF CURB PROVIDES SEISMIC RESTRAINT. Cl) INSTALL DIV. 28 SUPPLY DUCT SMOKE DETECTOR. O UNIT SHALL BE PROVIDED WITH SPLIT POWER CONNECTION, ONE CIRCUIT FOR DUCT HEATER, ONE CIRCUIT FOR FAN MOTORS. ® HEATING /COOLING PERFORMANCE IS ARI USTING INFORMATION FOR HEAT PUMP CONDENSING UNIT CU -S1. O UNIT SHALL HAVE SPLIT SYSTEM HEAT PUMP HEATING /COOLING WITH 100% OUTSIDE AIR ECONOMIZER. O UNIT SHALL HAVE INTERNAL SPRING ISOLATION FOR FAN(S). ® ELECTRIC DUCT HEATER SHALL BE FACTORY INSTALLED AND PROVIDED WITH SCR CONTROL, 0 -10VDC OR 4 -20MA. 09 UNIT SHALL BE ANCHORED TO FLOOR WITH A MINIMUM OF SIX(6) (3 PER SIDE) - 1/2" ANCHOR BOLTS. SEE THRU BOLT DETAIL ON S013. MAKE ATTACHMENTS TO UNIT AT SECTION SPLITS. PR VID R UEF D' P RS N THE U -T1 RE EF P U FOR CONF RE CE 20 NTI TI 1 N ' EU F OD . 10 A .REMARKS: O PROVIDE WITH EXHAUST WALL CAP, 12 "x6 ". PROVIDE WITH CURB MOUNT BACKDRAFT DAMPER. DESIGNED DRAWN LNS NBD VERIFY SCALE D 6/10/10 C 1/8/10 B 1/8/10 JAR JAR JAR LNS LNS LNS BAR IS ONE INCH ON A 7/31/09 JAR LNS ANSI "D" DRAWING 0 ■ 1" REV DATE CHK'D APP'D FINAL ISSUED FOR CITY OF TUKWILA PERMITS MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS ISSUED FOR CITY OF TUKWILA PERMITS REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division M LNS REMARKS: 0 PROVIDE WITH INTEGRAL THERMOSTAT. 02 PROVIDE WITH REMOTE THERMOSTAT, INTERLOCKED THROUGH BAS. O PROVIDE TWO -STAGE HEAT. SEPARATE CIRCUITS REQUIRED FOR EACH STAGE. O CONTROL BY ROOM TEMPERATURE SENSOR - INTERLOCKED THROUGH BAS. 4 PROVIDE WITH SUSPENSION HARDWARE. ACTIVATE BY MOTION SENSOR, THROUGH BAS, WITH LOCKOUT ABOVE 50'F (ADJUSTABLE). LNS ENGINEERS, INC. 771 3 PIONEER WAY • SUITE C GIG HARBOR, WASHINGTON 98335 PHONE: 253.851.5175 R EVIEWED FOR CODE COMPLIANCE APPROVED J UL 0 2 2010 C ity of Tukwila BUILDING DIVISION BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT MECHANICAL SCHEDULES - SHEET 3 PROJECT NUMBER: SHT. RECEIVED JUN 14 2010 PERMIT CENTER 457 C00405C09 OF: DRAWING NUMBER: M014 619 LO I C'V CD 1 0 co 0 mo LL 0 LL w 03 CI) cc 0 co J .J U C/) F- M ce w 0 J Z LL HYDRONIC HEAT PUMP SCHEDULE SYMBOL SYMBOL FLORIDA HEAT PUMP MODEL N0. LOCATION SERVICE REFRIG. (# S) CFM ESP (INCHES) MIN O.A. CFM COOLING HEATING ELECTRICAL OAD SHEDDING FILTER WEIGHT (LBS) PIPING CONNECTION MCP VIBRATION ISOLATION SEISMIC RESTRAINT REMARKS CAPACITY (BTUH) EAT { ° F) EWT (° F) LWT 0 F) GPM P.D. PD (Fr) EER CAPACITY (BTUH) EAT (0 F) GPM EWT (° F) o (F) P.D. (FT) COP BLOWER COMPRESSOR RLA VOLTAGE /PH MCA MCP STARTER DISCONNECT SIZE MERV CWS CWR C 30.0 TYPE STAT DEFL TOTAL SENSIBLE DB WB HP FLA HHP -T1 ECO12 -2 TSO COMPACTOR COMPACTOR BREAK ROOM R -410A (2'06) 400 0.25 100 11,600 8,670 79 61 70 79 3.0 11.0 12.4. 15,100 66 3.0 70 62 11.0 4.5 1/10 0.9 3.3 265/1 5.0 15 INTEGRAL DIV. 26 NO 24x20x4 13 129 3/4" 3/4" 3/4" , SPRING 0.75" CABLE 1 HHP -T2 ECO36 -4 TSO EQUIPMENT LEVEL MULTI- PURPOSE R -410A (3.88) 1,200 0.25 350 40,250 30,200 83 64 70 79 9.0 9.1 13.8 49,300 66 9.0 70 63 9.1 4.4 1/2 2.0 5.4 460/3 8.8 15 INTEGRAL DIV. 26 NO 24x20x4 13 253 3/4" 3/4" 3/4" SPRING 0.75" CABLE 2, 3 HHP -T3 ECO36 -4 ISO EQUIPMENT RM 202 LOCKER ROOMS _ (3 1,300 0.25 520 38,950 29,100 81 71 70 79 9.0 9.1 13.8 37,000 64 9.0 70 63 9.1 4.5 1/2 2.0 5.4 460/3 8.8 15 INTEGRAL DIV. 26 NO 24x20x4 13 253 3/4" 3/4" 3/4" SPRING 0.75" CABLE 1 HHP -T4 ECO24 -4 TSO EQUIPMENT RM 202 OFFICE 209 BREAK ROOM _ R-410A { } 800 0.25 240 26,900 20,000 79 64 70 81 6.0 12.3 13.8 30,750 66 6.0 70 62 12.3 4.4 1/4 0.9 3.6 460/3 5.4 10 INTEGRAL DIV. 26 NO 24x20x4 13 205 3/4" 3/4" 3/4" ' SPRING 0.75" CABLE HHP -T5 ECO24 -4 TSO EQUIPMENT RM 202 SERVER ROOM 206 R -410A 3.13 { } 800 0.25 20 24,750 18,450 75 71 70 83 6.0 12.3 13.8 30,000 70 6.0 70 62 12.3 4.3 1/4 0.9 3.6 460/3 5.4 10 INTEGRAL DIV. 26 NO 24x20x4 13 205 3/4" 3/4" 3/4" SPRING 0.75" CABLE 1 HHP -T6 EC018 -2 TSO EQUIPMENT RM 202 CIRCULATION OFFICE 205 & 204 R -41 OA (2 650 0.25 100 18,500 13,800 77 63 70 81 4.0 13.7 12.5 24,600 68 4.0 70 61 13.7 4.4 1/4 1.6 7.1 265/1 10.5 15 INTEGRAL DIV. 26 NO 24x20x4 13 180 3/4" 3/4" 3/4" ( SPRING 0.75" CABLE 1 HHP -T7 ECO36 -4 TSO EQUIPMENT RM 202 COMFRENCE ROOM 203 R -410A (3.88) 1,200 0.25 80 39,600 29,600 82 63 70 87 12.0 10.2 14.0 49,000 63 9.0 70 62 9.1 4.5 1/2 2.0 5.4 460/3 8.8 15 INTEGRAL DIV. 26 NO 24x20x4 13 253 3/4" 3/4" 3/4" > SPRING 0.75" CABLE 1, 3 C WATER TO WATER HEAT PUMP SCHEDULE SYMBOL FLORIDA HEAT PUMP MODEL NO. LOCATION SERVICE REFRIG. (# s) HEATING ELECTRICAL WEIGHT (LBS) REMARKS CAPACITY (BTUH) SOURCE (30% GLYCOL) LOAD COP KW VOLTAGE /PH MCA MCP STARTER DISCONNECT LOAD SHEDDING ° F l �° WT F) GPM . P.D.W[ (FT) (° r) (MT l F) GPM P.D. (FT) WWHP -T1 WW122 -4 TSO EQUIPMENT MAKE -UP HEATING R -410A (10.7) 174,780 70 61 30.0 11.9 100 110 30.0 13.6 5.38 9.53 460/3 21.8 30.0 INTEGRAL DIV. 26 NO 520 1 WWHP -T2 WW024 -2 TSO ELEV EL TANK HEATING R -410A (3.0) (3.0) 36,200 70 61 6.2 4.1 100 110 5.0 3.4 4.98 2.13 265/1 14.0 25.0 INTEGRAL DIV. 26 NO 250 C MISCELLANEOUS HYDRONIC EQUIPMENT SCHEDULE EQUIP NO DESCRIPTION MANUFACTURER, MODEL CAPACITY ELECTRICAL WEIGHT POUNDS REMARKS POWER VOLT PHASE STARTER DISCONNECT LOAD SHEDDING DC -T1 DRY COOLER COLMAC COIL AFV- 45108- 1124L- G30- 1 -DT -D 140 MBH 9.8 FLA 460 3 DIV. 23 DIV. 26 NO 1,160 6 EB -T1 ELECTRIC BOILER LATNER S60LW -4803 205 MBH 60 KW 480 3 DIV. 23 DIV. 26 NO 550 3, 5 ST - 11 STORAGE TANK RIVERSIDE HYDRONICS V- 2000A -P1 2000 GAL - - - - - - 22,000 2 4 STORAGE TANK RIVERSIDE HYDRONICS V- 475A -P1 475 GAL - - - - - - 5,400 2, 4 BF -T2 CONDENSING UNIT SCHEDULE EQUIP ID MANUFACTURER MODEL N0. CAPACITY - BTUH SEER HSPF ELECTRICAL WEIGHT (LBS) LOCATION REMARKS HEATING COOLING MCA VOLTS /PH MOCP STARTER DISCONNECT LOAD SHEDDING CU -T1 v MITSUBISHI C PUZ A18NHA 19,000 18,000 14.1 9.5 13.0 208/1 20 INTEGRAL DIV. 26 NO 99 COMPACTOR 1, 2, 3 j ti^ CU -S1 CB� A- 048 -2 -8 -1 46,000 45,500 14.7 8.7 20 460/3 30 INTEGRAL DIV. 26 NO 260 HOUSE 3, 4 HEAT PUMP INDOOR UNIT (DUCTLESS SPLIT) EQUIP ID MANUFACTURER MODEL NO. CAPACITY BTUH /HEAT CAPACITY BTUH /COOL CFM ELECTRICAL WEIGHT (LBS) LOCATION SERVED REMARKS MCA VOLTS /PH MOCP STARTER DISCONNECT LOAD SHEDDING HP -T1 MITSUBISHI PKA- A18GAL 19,000 18,000 320 25 1 2 15 INTEGRAL DIV. 26 NO 35 ELEV. MACHINE 1, 2, 3, 4 ROOF CAP SCHEDULE SYMBOL MANUFACTURER MODEL NO. ROOF OPENING FREE AREA (FT) CURB CAP SIZE REMARKS RC -T1 PR -8 COOK 9"0 0.94 18" X 18" 1 2 rn : : . 1. PROVIDE FOUR(4) RUBBER IN SHEAR SEISMIC ISOLATORS ANCHORED TO CONCRETE FLOOR. SEE DETAIL 6/M018. REMARKS: 1. SPACE TEMPERATURE SENSOR TO INCLUDE PROVISIONS FOR LOCAL ADJUSTABILITY OF SETPOINT - DDC SYSTEM TO INCLUDE RANGE OF ADJUSTABILITY. 2. TEMPERATURE TO BE MAINTAINED BY AVERAGE OF LOCKER ROOM TEMPERATURES - DDC SYSTEM TO PROVIDE SETPOINT CONTROL (NO LOCAL SETPOINT ADJUSTMENT). 3. VENTILATION RATE TO BE CONTROLLED BY ROOM CO2 SENSOR FOR HIGH OCCUPANCY ROOMS. REMARKS: 1. PROVIDE WITH WIRED WALL MOUNT CONTROLLER. 2. INTERLOCK WITH CU -T1. 3. WALL MOUNTED, BOTTOM OF UNIT 7' -6" AFF. 4. PROVIDE WITH ACCESSORY CONDENSATE PUMP. DESIGNED LNS DRAWN NBD VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" C B REV 6/10/10 1/ 8/1 0 1/8/10 7/31/09 DATE JAR JAR JAR JAR CHK'D LNS LNS LNS LNS APP'D FINAL ISSUED FOR CITY OF TUKWILA PERMITS MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS ISSUED FOR CITY OF TUKWILA PERMITS REVISION DESCRIPTION REMARKS: 1. INTERLOCK WITH HP -T1 2. UNIT SHALL BE MOUNTED ON WALL SUPPORT BRACKET W/ FOUR (4) RUBBER -IN -SHEER ISOLATORS. TE: 0 H "V -S 4. PROVID F• UR 4) RUBBER IN SHEAR ISOLA ORS AN HORED TO CONCRETE PAD. King County Department of Natural Resources and Parks Solid Waste Division REMARKS: 1. CAPACITY AT 95•F DB 2. AS, E TANK 3. - ROVIDE W/ -STEP CONTROL. 4. TANK SHALL BE ANCHORD TO CONCRETE FLOOR. SEE DETAIL 5/M018. 5. ANCHOR TO CONCRETE FLOOR. SEE DETAIL 6/M018. 6. PROVIDE SIX(6) RUBBER -IN -SHEAR SEISMIC ISOLATORS ANCHORED TO ROOF CURBS. SEE DETAIL B/M138. LNS LNS ENGINEERS, INC. 771 3 PIONEER WAY • SUITE 0 GIG HARBOR, WASHINGTON 98335 PHONE: 253.851.5175 t1 O9 103 REMARKS: 1. SEE DWG AXXX FOR ROOF CURB 2. SECURE ROOF CAP TO CURB W FASTENERS (ONE EACH SIDE). FOUR (4) #10 - 1 -INCH STAINLESS STEEL REVIEWED FOR CODE COMPLIANCE APPROVED J UL 0 2 2010 C ity of Tukwila BUILDING DIVISION BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT MECHANICAL SCHEDULES - SHEET 4 RECEIVED JUN 14 2010 PERMIT CENTER PROJECT NUMBER: C00405C09 SHT. OF: 458 DRAWING NUMBER: M015 619 O O co 0 �.L.I 0 LL W CO C ) 0 co J J U C/) W 0 LL HYDRONIC SYSTEM PUMP SCHEDULE SYMBOL MANUFACTURER MODEL N0. LOCATION SERVICE TYPE GPM HEAD ELECTRICAL LOAD SHEDDING MOTOR EFFICIENCY (MIN) REMARKS HP RPM VOLTAGE /PH STARTER DISCONNECT P -T1 GRUNDFOS UPS 80 -160 F TSO EQUIPMENT LEVEL HYDRONIC HEAT PUMP PRIMARY LOOP IN-LINE NE ic\(FT) 82 � J 40 3 ( 1800 460/3 DIV. 26 DN. 26 NO ' 86.5% FROM NREC 820 DIESEL P -T2 GRUNDFOS UP 43 -75 F TSO EQUIPMENT LEVEL HYDRONIC HEAT PUMP BOILER LOOP IN NE _ NE `-� 15 12 1 /6 ( 1800 115/1 BAS RELAY DIV. 23 DIV. 26 NO ' NA DET -T1 P _T3A GRUNDFOS UPS 40 -80/2 F TSO EQUIPMENT LEVEL HYDRONIC HEAT PUMP HPU HEAT EXCHANGE IN-LINE 30 20 ( . 3/4 + 1800 115/1 BRANS 23LAY DIV. 26 4 NO ' NA BLADDER P -T3B GRUNDFOS UPS 40 -80/2 F TS0 EQUIPMENT EQ LEVEL HYDRONIC HEAT PUMP HPU H EXCHANGE IN -UNE 30 20 3 • + / 1800 115/1 BAS RELAY DIV. 23 DIV. 26 NO ' ' NA 29 P -T4 GRUNDFOS UPS 40 -240 F TSO EQUIPMENT LEVEL HYDRONIC HEAT PUMP ROOFTOP HEAT COIL IN-LINE 30 45 1-1/ I 1$00 460/3 DIV. 26 DIV. 26 NO I 84.096 FROM NREC 28 P -T5 GRUNDFOS UPS 32 -160 F TSO EQUIPMENT LEVEL HYDRONIC HEAT PUMP DRY COOLER IN -UNE --- J " \ 1 3/4 + 1800 115/1 BAS RELAY DIV. 23 DIV. 26 NO ' 1 NA 27 30 \ 30 P -T6 GRUNDFOS UP 26 -99 F TSO EQUIPMENT LEVEL FUEL STORAGE TANK HEATER IN -UNE 5 29 1 1 /6 , 50 115/1 BAS RELAY DIV. 23 DIV. 26 NO I NA 22 AIR TERMINAL SCHEDULE SYMBOL DESCRIPTION CD -1 CEIUNG SUPPLY DIFFUSER - TITUS MODEL MCD, BORDER TYPE 3, 24X24 MODULE FOR LAY -IN CEIUNG CD -2 CEILING SUPPLY DIFFUSER - TITUS MODEL MCD, BORDER TYPE 1 FOR HARD -LID CEIUNG CD -3 CEIUNG SUPPLY DIFFUSER - TITUS MODEL TMRA-M, ALUMINUM, ROUND WITH ADJUSTABLE CONE FR -1 FLOOR REGISTER - TITUS MODEL TAF -D FLOOR DIFFUSER FR -2 FLOOR REGISTER - TITUS MODEL TAF -R FLOOR DIFFUSER SR -1 SIDEWALL SUPPLY REGISTER - TITUS MODEL 1700RL, ALUMINUM W/ TYPE C BORDER AND DIRECTIONAL BLADES SG -1 n n/ SIDEWALL SUPPLY GRILLE - TITUS MODEL 301FS, ALUMINUM, 1/2" BLADE SPACING, ADJUSTABLE n n n n n� n n \ n n Q EG -1 EXHAUST GRILLE - TITUS MODEL 355RL. STEEL, 1/2" BLADE SPACING, 35' FIXED DEFLECTION EG -2 EXHAUST GRILLE - TITUS MODEL 355FL ALUMINUM, 1 /2" BLADE SPACING, 35' FIXED DEFLECTION, SURFACE -MOUNT FOR HARD LID CEIUNG OR WALL EG -3 EXHAUST GRILLE - TITUS MODEL 63FL. HEAVY DUTY ALUMINUM, 1 /2" BLADE SPACING, 30' DEFLECTION RG -1 RETURN GRILLE - TITUS MODEL 355FL. ALUMINUM, 1/2" BLADE SPACING, 35' FIXED DEFLECTION TG -1 FILTER TRANSFER GRILLE, DOOR MOUNT - TITUS MODEL 350FLF2 - 2" FILTER 10.0 TG -2 TRANSFER GRILLE - TITUS MODEL 355FL. ALUMINUM, 1/2" BLADE SPACING, 35' FIXED DEFLECTION 48 820 DIESEL HEAT EXCHANGER SCHEDULE SYMBOL MANUFACTURER MODEL NO. LOCATION SERVICE HOT SIDE COLD SIDE REMARKS FLOW RATE (GPM) ENTERING FLUID TEMP ( o F) LEAVING FLUID TEMP ( 0 F) FLUID TYPE MAX. PD. (FT -H20) FLOW RATE (GPM) ENTERING FLUID TEMP ( °F) LEAVING FLUID TEMP (°F) FLUID TYPE MAX. PD. (FT -H2O) WEIGHT HX -F1 MUELLER ACLU -THERM FUEL STORAGE FUEL STORAGE TANK HEATING 5 110 95 30% GLYCOL 10.0 10 40 48 820 DIESEL 10.0 2.4 BLADDER 120 VAV -T2 ET -T4 JOHN WOOD JOPR -22 -413 TSO C06 NON- POTABLE BOOSTER PUMP 264 264 BLADDER 3050 1, 2 DET -T1 AMTROL THERM -X -TROL ST -42 TSO 105 DOMESTIC HOT WATER 20 8.6 BLADDER 260 1 DET -R1 AMTROL ERM- X -TROL THERM TH ST -12 WARMING ROOM 602 DOMESTIC HOT WATER 4.4 1.9 BLADDER 70 24 DET -S1 AMTROL THERM- X -TROL ST -5 SCALE HOUSE ATTIC EXPANSION TANK SCHEDULE SYMBOL MANUFACTURER MODEL NO. LOCATION SERVICE TANK VOL (GAL) ACCEPTANCE VOL (GAL) TYPE FULL WEIGHT (POUNDS) REMARKS ET -T1 AMTROL EXTROL AX -200V TSO LOADING AREA 109 CONDENSER WATER SYSTEM 110 34 BLADDER 1175 1 ET -T2 AMTROL EXTROL AX -15V TSO LOADING AREA 109 MAKEUP AIR HEATING 8 2.4 BLADDER 120 80 ET -T3 AMTROL EXTROL AX -15V TSO CO6 FUEL HEATER 8 2.4 BLADDER 120 VAV -T2 ET -T4 JOHN WOOD JOPR -22 -413 TSO C06 NON- POTABLE BOOSTER PUMP 264 264 BLADDER 3050 1, 2 DET -T1 AMTROL THERM -X -TROL ST -42 TSO 105 DOMESTIC HOT WATER 20 8.6 BLADDER 260 1 DET -R1 AMTROL ERM- X -TROL THERM TH ST -12 WARMING ROOM 602 DOMESTIC HOT WATER 4.4 1.9 BLADDER 70 24 DET -S1 AMTROL THERM- X -TROL ST -5 SCALE HOUSE ATTIC DOMESTIC HOT WATER 2.0 0.9 BLADDER 45 350 r VAV TERMINAL UNIT SCHEDULE TAG TITUS SIZE CFM STATIC PRESSURE NC LEVELS CONTROL POWER REMARKS UNIT INLET OUTLET MAX MIN. - INLET DOWN MIN. A RAD. DIS VOLTS PH VAV -T1 DESV 7 7 "93 12X10 600 80 1.25 0.25 0.124 27 27 24 - 1 VAV -T2 DESV 9 9 "0 14X12 870 870 1.25 0.25 0.035 24 22 24 - 1 VAV -T3 DESV 5 5 "0 12X8 200 65 1.25 0.25 0.032 25 22 24 - 1 VAV -T4 DESV 8 8 "0 12X10 770 350 1.25 0.25 0.038 29 27 24 - 2 VAV -T5 DESV 6 6 "0 12X8 400 400 1.25 0.25 0.130 28 25 24 - 2 e VAV -T6 DESV 8 8 "0 i 12 0 roo.. .111111164111111■ 710 ■ 10 `■ 1.25 • .2 dia■■■■ 0.038 27 27 , 24 - 3 VAV -T7 DESV 4 4 "O 6 "0 50 50 1.25 0.25 0.032 25 22 24 - r ■ VAV -T8 DESV 4 4 "0 6"93 50 50 1.25 0.25 0.032 25 22 24 - 2 AIR SEPARATOR SCHEDULE SYMBOL MANUFACTURER MODEL NO. LOCATION SERVICE CAPACITY GPM REMARKS AS -T1 AMTROL FILTER 3AS -L TSO LOADING AREA 109 CONDENSER WATER SYSTEM 82 AS -T2 AMTROL FILTER 109 TSO MECH RM 118 MAKEUP AIR HEATING 30 AS -T3 AMTROL FILTER 109 MECH. RM C09 FUEL STORAGE TANK HEATING 5 rn REMARKS: 1. ANCHORED TO CONCRETE FLOOR WITH FOUR (4) ANCHOR BOLT. SEE DETAIL 6/M018. 2. EXPANSION TANK ET -T4 SHALL BE CHARGED TO MATCH THE DISCHARGED PRESSURE OF BP -T1. MINIMUM EFFICIENCY PER THE 2006 NREC. DESIGNED LNS DRAWN NBD VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" D B REV 6/10/10 1/8/10 1/8/10 7/31/09 DATE JAR JAR JAR JAR CHK'D LNS LNS LNS LNS APP'D C FINAL ISSUED FOR CITY OF TUKWILA PERMITS MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS ISSUED FOR CITY OF TUKWILA PERMITS REVISION DESCRIPTION King county Department of Natural Resources and Parks Solid Waste Division REMARKS: 1. PROVIDE ONE, 110V CIRCUIT FOR TSO UPPER LEVEL VAV UNITS T1, T2 &T 3. BAS CONTRACTOR SHALL PROVIDE TRANSFORMER FOR CONTROL POWER TO EACH VAV. . PROVIDE ONE 110V CIRCUIT FOR TSO EQUIPMENT LEVEL VAV UNITS T4, T5, 17 & T8. BAS CONTRACTOR SHALL PROVIDE TRANSFORMER FOR CONTROL POWER TO ALL VAV UNITS. 3. PROVIDE ONE 110V CIRCUIT FOR TSO COMPACTOR LEVEL VAV UNIT T6. BAS CONTRACTOR SHALL PROVIDE TRANSFORMER FOR CONTROL POWER TOVAV UNIT. REMARKS: 1 ALL TERMINALS: SIZE AS NOTED ON DRAWINGS LNS LNS ENGINEERS, INC. 7713 PIONEER WAY • SUITE C GIG HARBOR, WASHINGTON 98335 PHONE: 253.851.5175 t#1o9 (03 REVIEWED FOR C O DE CO MPLIANCE A PPROVED JUL 0 2 2010 C ' of Tukwila BUILDING DIVISION BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT MECHANICAL SCHEDULES - SHEET 5 RECEIVED JUN 14 2010 PERMIT CENTER PROJECT NUMBER: C00405C09 SHT. OF: 459 DRAWING NUMBER: M016 619 0 0 w V 0 0 U.! 0 LL w CI) 0 CO J C!) ce w 0 U 0 0 w C!) C!) -J Z LL ABBREVIATION SYMBOL DESCRIPTION WHA WATER HAMMER ARRESTOR EV EMERGENCY VENT O.C. ON CENTER B20 BIODIESEL (20%) gyp TYPICAL 0 ROUND W,H,L WIDTH, HEIGHT, LENGTH CFM CUBIC FEET PER MINUTE W/ WITH ® AT AFF ABOVE FINISHED FLOOR IE INVERT ELEVATION GAL �-� GALLON GPM GALLONS PER MINUT PSI POUND PER SQUARE INCH PSIG POUNDS PER SQUARE INCH (GAUGE) -- — - STAT DEFL STATIC DEFLECTION SCADA SUPERVISORY CONTROL AND DATA ACQUISITION BAS BUILDING AUTOMATION SYSTEM DDC DIRECT DIGITAL CONTROL MANUF. MANUFACTURER DIV. DMSIION HP HORSE POWER FLA FULL LOAD AMPS KW /W KILOWATTS/WATTS FT, FTC FEET, SQUARE FEET NC NORMALLY CLOSED NO NORMALLY OPEN, NUMBER, NO TPV TRAP PRIMER VALVE RPM REVOLUTIONS PER MINUTE SP STATIC PRESSURE ESP EXTERNAL STATIC PRESSURE IN INCH V VOLT PH PHASE ° F DEGREE FAHREHEIT EAT ENTERING AIR TEMP LAT LEAVING AIR TEMP EWT ENTERING WATER TEMP LWT LEAVING WATER TEMP DB DRY BULB ABBREVIATION SYMBOL DESCRIPTION WB WET BULB P.D. PRESSURE DROP MCA MAXIMUM CURRENT AMPS RLA RUN LOAD AMPS MOCP MAXIMUM OVER CURRENT PROTECTION MCP MAXIMUM CURRENT PROTECTION O.A. OUTSIDE AIR LBS POUNDS W.G. WATER GAUGE HSPF HEATING SEASONAL PERFORMANCE FACTOR SEER ENERGY EFFICIENCY RATIO COP COEFICIENT OF PERFORMANCE MBH THOUSAND BRITISH THERMAL UNITS PER HOUR BTUH BRITISH THERMAL UNITS PER HOUR MV METHANE VENT v+ NREC - 2006 1. MECHANICAL EQUIPMENT MINIMUM EFFICIENCIES SHALL COMPLY WITH THE 2006 NREC AS SCHEDULED ON THE DRAWINGS. 2. THE CONDITIONED AREAS OF THE BUILDING ARE PROVIDED WITH INDIVIDUAL SPACE TEMPERATURE CONTROL FOR EACH PIECE OF EQUIPMENT WITH A MINIMUM OF ONE TEMPERATURE CONTROL ZONE ON EACH OCCUPIED FLOOR OF THE BUILDINGS. 3. PROVIDE TEMPERATURE CONTROL CAPABILITIES THROUGH THE BUILDING DIRECT DIGITAL CONTROL SYSTEM FOR A MINIMUM DEADBAND CONTROL OF 5 DEGREES F FOR ALL CONDITIONED AREAS WITH HEATING AND COOLING CAPABILITY AND PROVIDE LOCKOUT OF AUXILIARY OR SUPPLEMENTAL HEATING DURING THE COOLING MODE. 4. THE BUILDING DIRECT DIGITAL CONTROL SYSTEM PROVIDES 7 -DAY PROGRAMMABLE CONTROL WITH NIGHT SETBACK CAPABILITY. THE BUILDING WILL BE CONTINUOUSLY OCCUPIED SUNDAY THROUGH SATURDAY EXCEPT FOR A SCHEDULED SHUTDOWN WHICH WILL OCCUR ON SATURDAY EVENING. 5. EACH MECHANICAL SYSTEM SHALL BE PROVIDED WITH OUTSIDE AIR WITH 100% SHUTDOWN CAPABILITY DURING UN- OCCUPIED PERIODS WITH MOTORIZED DAMPER CONTROL ON OUTSIDE AIR INTAKES. MOTORIZED DAMPERS SHALL HAVE A MAXIMUM LEAKAGE OF 10 CFM /SF OF DAMPER AREA AT 1.0 INCHES W.G. AND GRAVITY BACKDRAFT DAMPERS SHALL NOT EXCEED 40 CFM /SF (ALL UNDER 24 INCHES IN EITHER DIRECTION) WHEN TESTED IN ACCORDANCE WITH AMCA STANDARD 500. 6. BALANCING DAMPERS SHALL BE PROVIDED AS INDICATED ON THE DRAWINGS FOR EACH SUPPLY, RETURN AND EXHAUST AIR TERMINAL. 7. MULTI - PURPOSE ROOM 102 AND CONFERENCE ROOM 203 IN THE TSO BUILDING ARE EACH PROVIDED WITH CARBON DIOXIDE MONITORING FOR DEMAND VENTILATION CONTROL. 8. PROVIDE DUCT SEALING PER NREC 1414.1 AND SECTION 23 3113 - HVAC METAL DUCTS. 9. PROVIDE DUCT INSULATION PER NREC 1414.2 AND SECTION 23 07 00 - HVAC INSULATION. 10. PROVIDE HVAC HEATING WATER, CONDENSATE AND REFRIGERANT PIPE INSULATION PER NREC 1415.1 AND SECTION 23 07 00 - HVAC INSULATION. 11. PROVIDE PLUMBING PIPE INSULATION PER NREC 1415.1 AND SECTION 22 07 00 - PLUMBING INSULATION. 12. COMMISSIONING OF THE HVAC SYSTEMS IS BEING PROVIDED AS REQUIRED BY NREC SECTION 1416.2: "ALL OTHER MECHANICAL SYSTEMS ", TO VERIFY EQUIPMENT PERFORMANCE AND SEQUENCE OF OPERATION. COMMISSIONING WILL INCLUDE: 1. COMMISSIONING PLAN 2. SYSTEM TESTING AND BALANCING 3. EQUIPMENT FUNCTIONAL PERFORMANCE TESTING 4. CONTROLS PERFORMANCE TESTING COMMISSIONING REPORTS WILL BE PROVIDED PER NREC 1416.4.2.5: "COMMISSIONING REPORTS" AND WILL COMPLY WITH THIS NREC SECTION BY INCLUDING: 1. A PRELIMINARY COMMISSIONING REPORT 2. POST CONSTRUCTION DOCUMENTATION 3. A FINAL COMMISSIONING REPORT 13. DOMESTIC HOT WATER CIRCULATING LOOPS SHALL BE PROVIDED WITH DDC PROGRAMMED RETURN WATER TEMPERATURE CONTROL TO SHUT -OFF PUMPS DURING PERIODS ON NON -USE. 14. ELECTRIC WATER HEATERS INSTALLED ON CONCRETE FLOORS SHALL BE PLACED ON R10 (MINIMUM) RIGID INSULATION. M R EVIEWED FOR CODE COMPLIANCE APPROVED J UL .0 2 2010 B UILDING DIVISION C• of Tukwila RECEIVED JUN 14 2010 PERMIT CENTER DESIGNED LNS DRAWN N BD VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" C REV 6/10/10 1/8/10 1/8/10 7/31/09 DATE JAR JAR JAR JAR CHK'D LNS LNS LNS LNS APP'D FINAL ISSUED FOR CITY OF TUKWILA PERMITS MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS ISSUED FOR CITY OF TUKWILA PERMITS REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division LN S LNS ENGINEERS, INC. 7713 PIONEER WAY • SUITE 0 GIG HARBOR, WASHINGTON 98335 PHONE: 253.851.51 75 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT NREC COMPLIANCE AND MECHANICAL ABBREVIATIONS PROJECT NUMBER; C00405C09 SHT. OF: 460 619 DRAWING NUMBER: M017 0 0 cV a) 0 0 a7 V O w ce 0 u_ w m 0 0o J 0 Cl) LL 0 0 OC 0 u_ cn 0 W VJ -J z LL TANK SIZE GAL (GAL) TANK DIA (IN) RING DIAM –A (IN) HEIGHT (AFF) (IN) EXPANSION BOLT DIA (IN) IMBED DEPTH (IN) O OF BOLTS F 2,000 70 62 8 3/4 5" 6 475 39 31 8 5/8 4" 4 ANCHOR WEIGHT (LBS) EXPANSION BOLT DIA (IN) IMBED DEPTH (IN) < 500 1/2 3 1000 5/8 4 oCi 0 v W 0_ 0 N 0 v O 00 0 i 0 of 0 0 SUPPORT ARM PAIL HOOK SERVICE SINK FAUCET NOT TO SCALE WELD TO STUDS EACH END SUPPORT ARM WALL BRACKET SERVICE SINK FAUCET SUPPORT NOT TO SCALE FLOOR MOUNT TANK ANCHORAGE DESIGNED LNS DRAWN NBD VERIFY SCALE BAR IS ONE INCH ON ANSI "0" DRAWING 0 1" ANCHOR BOLT HOLES 1/8" OVER r ANCHOR BOLT SIZE. HOLES SHALL BE EVENLY SPACED AROUND PERIMETER. La King County Department of Natural Resources and Parks Solid Waste Division C B REV HOLD DOWN PIPE CLAMP W/ RUBBER GASKET 3 "x1 -7/8 "x3/16" CHANNEL INSULATION 3 "x4 "x 1 /4 "L WELD TO STUDS EACH END 6/10/10 1/8/10 1/8/10 7/31/09 DATE JAR JAR JAR JAR CHK'D LNS LNS LNS LNS APP'D FIN GRADE OR PAVING C.I. COVER - 1II�� III: LENGTH AS REQ'D WATER LINE NOT TO SCALE VALVE BOX INSTALLATION DETAIL 24 "x24 "x6" THICK CONCRETE PAD WHERE NOT IN CONCRETE FINISH GRADE ADJUSTABLE C.I. VALVE BOX TYPICAL AIR DISTRIBUTION MAIN NOT TO SCALE F STRUT CLAMP 54" TYPICAL AIR DROP 3/4" DROP — FILTER Fr REGULATOR UNISTRUT CLAMP 1 STRUT CLAMP io 3/8" DRAIN 3 M125 3 124 QUICK COUPLER TO MATCH OWNER REQUIREMENTS. FINISHED FLOOR FLOOR MOUNT EQUIPMENT ANCHORAGE NOT TO SCALE NOTE: WHERE EQUIPMENT IS ANCHORED TO CONCRETE PAN DECK CONSTRUCTION, PROVIDE T HROUGH BOLTING WITH 1/8" STEEL PLATE AND WASHER ON UNDERSIDE OF PAN DECK. FINAL ISSUED FOR CITY OF TUKWILA PERMITS MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS ISSUED FOR CITY OF TUKWILA PERMITS REVISION DESCRIPTION 5 20" UNLESS - NOTED OTHERWISE COLD WATER SUPPLY LINE TO FLUSH VALVE FIXTURE //— TRAP PRIMER CONNECTION ISOLATION BALL VALVE 10 L__ r n WASTE ACCESS DOOR & FRAME TRAP PRIMER VALVE FLOOR DRAIN FINISHED FLOOR Mail.. 103 (CONCEALED PIPING AREAS) NOT TO A TRAP PRIMER GENERAL NOTES 1. IN FINISHED AREAS, LOCATE TRAP PRIMER VALVES WITHIN WALL FRAMING. 2. IN UN- FINISHED AREAS, TRAP PRIMERS AND PIPING MAY BE EXPOSED. 3. IN AREAS WITHOUT POTABLE WATER, CONNECT TO NEW NPW SUPPLY AND PROVIDE 1– MICRON FILTER BETWEEN BALL VALVE AND TRAP PRIMER. LNS LNS ENGINEERS, INC. 7713 PIONEER WAY • SUITE C GIG HARBOR, WASHINGTON 99335 PHONE: 253.851.5175 UNION FOR CONTINUATION AND SIZE, SEE FLOOR PLAN GATE (OR BALL) VALVE CHECK VALVE IN –LINE CIRCULATING PUMP (SEE PUMP SCHEDULE) REDUCING TEE WITH TEST PLUG AND CAP FOR INSERTION OF TEST GAUGE OR TEMPERATURE PROBE (TYP EACH SIDE OF PUMP) DDC TEMP SENSOR FLOW CIRCULATING PUMP NOT TO SCALE ANCHOR TO FLOOR W/ TWO – 1 –1 /4 "x2" EXPANSION BOLTS NOT TO SCALE MECHANICAL DETAILS BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT FLOW 0 . INSULATE AND HEAT TRACE TO OPERATING VALVES REVIEWED FOR CODE CpOMPLIANCE PDVED JUL 0 2 2010 City of Tukwila D BUILDING DIVISIO EMERGENCY SHOWER DETAIL �1 RECEI : D JUN 14 2010 PERMIT CENTER PROJECT NUMBER: C00405C09 SHT. OF: 461 DRAWING NUMBER: M018 619 0 0 w 0 LL w m (/) 0 00 J J U C/) w 0 F— u_ 0 U 0 LL CD w r � C1) CJ) J Z LL HANGER RODS OR STRAPS HANGER STRAPS 60" MAX. (1524 mm SCREWS SCREWS MAY BE OMITTED IF HANGER LOOPS BAND OF SAME SIZE AS HANGER STRAP STRAP HANGERS ANGER 36" : DIA. MAX. HANGERS MUST NOT DEFORM DUCT SHAPE ( ---1." MIN. (25 mm) LOAD RATED FASTENERS BAND ONE HALF - ROUND MAY BE USED IF DUCT SHAPE IS MAINTAINED NO SCALE UNLESS FOOT OF STRAP IS PLACED UNDER A BOTTOM REINFORCEMENT 24" DIA. MAX. LOWER HANGER ATTACHMENTS DESIGNED LNS DRAWN NBD VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1 " D B A REV TRAPEZE HANGERS STRAP OR ANGLE ROD SIZE BOLTS FOR LOAD ALTERNATE LOCATION (VERIFY UPPER TRAPEZE LOAD ANGLES CAPACITY) REINFORCEMENT MAY BE USED FOR ATTACHMENT IF IT QUALIFIES FOR BOTH DUTIES. DO NOT EXCEED ALLOWABLE LIMITS. 6/1 1/8/10 1 7/31/09 DATE JAR JAR JAR JAR CHK'D 16x16 ACCESS DOOR (WEATHER SEALED) 24x24 DUCT DROP 24x24 EG -3 SECURED TO COVER PLATE. SEE DETAIL 6/A181 EXHAUST INLET TRANSFER BUILDING ROOF NO SCALE VOLUME DAMPER CONTINUOUS WELDED FLASHING. EXTEND DOWN 4" FROM TOP OF CURB SEE DETAIL 6/A181 FOR CURB DETAIL LNS LNS LNS LNS APP'D TRANSITION PANDUIT STRAPS (MACHINE TENSIONED) (NP) SPIN -IN FITTING W/ VOLUME DAMPER FINAL ISSUED FOR CITY OF TUKWILA PERMITS MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS ISSUED FOR CITY OF TUKWILA PERMITS REVISION DESCRIPTION FLEXIBLE ONNECTION MOTOR ANCHOR ATTACHMENTS TO STRUCTURE SHALL BE MADE WITH BEAM CLAMPS, WELD ATTACHMENT OR EXPANSION BOLTS. POWDER DRIVEN FASTENERS AND EPDXY FASTENERS ARE NOT PERMITTED �I�II FAN � II'�I AIR FLOW n TYPICAL IN -LINE FAN NO SCALE INSULATED FLEX DUCT T -BAR FRAME CEILING -- NO SCALE DIFFUSER LAY -IN CEILING DIFFUSER PATTERN CONTROLLERS CABLE RESTRAINT CABLE (4) HANGER - (NP) RIGID ROUND INLET FITTING GENERAL NOTE: FLEX DUCT TO BE SAME SIZE AS DIFFUSERS NECK: MAXIMUM FLEX DUCT LENGTH TO BE 6 FEET IN STRETCHED POSITION. REFER TO SCHEDULE /SPECIFICATIONS FOR DIFFUSER TYPE. WHERE DUCTWORK IS EXPOSED (NO CEILING) FLEX DUCT SHALL NOT BE USED. WHERE FLEX DUCT IS INSTALLED ABOVE SUSPENDED CEILING WITH OPEN PERIMETERS (CLOUD CEILINGS) FLEX DUCT SHALL NOT BE VISIBLE FROM STANDING POSITION. L King County Department of Natural Resources and Parks Solid Waste Division 3 � TYPICAL Hoq 103 LNS LNS ENGINEERS, INC. 771 3 PIONEER WAY • SUITE C GIG HARBOR, WASHINGTON 98335 PHONE: 253.851.51 75 PROVIDE 3/4 SCH40 -316 SST PIPE SECURED TO PIPE COLUMN W/ (4) 316 SST WORM DRIVE CLAMPS ROOFTOP TRANSFER BUILDING ROOF NO SCALE SLIP ROOFTOP DUCT SUPPORT (INSIDE TO OUT) - DUCT - TEFLON RING - TEFLON RING - SUPPORT RING NOTE: PROVIDE 5" WIDE BAND WELDED TO DUCT (FOR BONDING TEFLON) IF SPIRAL LOCK -SEAM DUCT IS PROVIDED) ANCHORED ROOFTOP DUCT SUPPORT (INSIDE TO OUT) - DUCT - SUPPORT RING AT WIND VELOMETER ONLY 3/16" TEFLON BONDED TO SUPPORT RING (FULL CIRCUMFERENCE) SADDLE TO COL. CONN. PIPE COLUMN NO SCALE NOTE: ALL METAL COMPONENTS SHALL BE GALVANIZED STEEL UNO SUPPORTS SEE STRUCTURAL DWGS 3/16" TEFLON BONDED TO DUCTWORK (FULL CIRCUMFERENCE) SYMBOL: SUPPORT RING ARAPWWWWWW KMMMMMM. SLIP ROOFTOP DUCT SUPPORT SECTION ANCHORED ROOFTOP DUCT SUPPORT A SYMBOL: 0.125" RADIAL CLEARANCE WELD DUCT TO SUPPORT RING BENT PLATE AND SUPPORTS SEE STRUCTURAL DWGS BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT MECHANICAL DETAILS REVIEWED FOR DE COMPLIANCE APPROVED JUL 0 2 2010 City of Tukwila BUILDING Divicinrp RECEIVED JUN 1 4 2010 PERMIT CENTER PROJECT NUMBER: SHT. OF: 462 C00405C09 DRAWING NUMBER: M019 619 0 LOCATE LADDER AT OPPOSITE END OF PLATFORM DUST COLLECTOR CALLOUTS O1 DUST COLLECTOR SECTIONS — FIELD ASSEMBLED. ® SERVICE PLATFORM — FIELD ASSEMBLED INCLUDING ACCESS LADDERS, GRATING AND RAILS. RAILS SHALL BE TYPE 2 — 03 SCREW CONVEYOR, FLARE TROUGH AND ROTARY AIR LOCK W/ DRIVE. 0 BARREL TOP ADAPTER AND TWO (2) 55 GAL DRUMS W/ LIDS. ® LEGS AND BRACING - FIELD ASSEMBLED FLAMELESS EXPLOSION VENT, MAXIMUM 500T PROCESS TEMP. - FIELD ASSEMBLED. 07 SPUN BONDED POLYESTER FILTER CARTRIDGES — SHIPPED INSTALLED (96 TOTAL). ® CARTRIDGE FILTER CLEANING COMPRESSED AIR MANIFOLD — SHIPPED INSTALLED ON SECTIONS (6 TOTAL). ® NEMA 4 SOLENOID VALVES WITH SILENCERS SHIPPED INSTALLED, PIPED AND WIRED ON SECTIONS (6 TOTAL). 10 JUNCTION BOX, NEMA 4X, PREWIRED ON SECTIONS (2 TOTAL) WITH WIRING HARNESS TO BE FIELD TERMINATED BETWEEN SECTIONS. INL T BOTTOM OUTLET END VIEW DUST COLLECTOR DETAIL SCALE: 1/4" = 1' -0" NOTE: CONNECTING DUCT WORK AND EXHAUST FAN PARTIALLY SHOWN FOR REFERENCE ONLY — REFER TO DRAWINGS FOR COMPLETE INSTALLATION. DESIGNED D 6/10/10 C 1/8/10 B 1/8/10 A REV IIIIMIIMMINNIMM1111111 ® WIRING HARNESS FROM ONE JUNCTION BOX TO BE FIELD TERMINATED IN MASTER CONTROL PANEL. 12 COMPRESSED AIR SUPPLY MANIFOLD, 2 DIA W/ ISOLATION BALL VALVE, TO BE CONTRACTOR SUPPLIED /INSTALLED AND CONNECTED TO CLEANING MANIFOLDS WITH ISOLATION BALL VALVES AND DRAINS PER DETAIL E. COMPRESSED AIR SUPPLY MANIFOLD TO BE SUPPORTED FROM DUST COLLECTOR. 13 PRESSURE GAGE SHIPPED LOOSE — FIELD INSTALLED (1 TOTAL ON FIRST MODULE). 14 PRESSURE DETECTORS (2 TOTAL) - SHIPPED LOOSE, FIELD INSTALLED, WIRED TO EXPLOSION PROTECTION PANEL. 15 EXPLOSION SUPPRESSOR W/ HYGENIC FLUSH DUCT SECTION SHIPPED LOOSE, FIELD INSTALLED, WIRED TO EXPLOSION PROTECTION PANEL. 16 INFRA —RED (IR) SENSORS W/ WELDING FLANGES (3 TOTAL). FACTORY INSTALLED IN DUCT SECTION WIRED TO EXPLOSION PROTECTION PANEL. 17 SUPPRESSION VESSEL, SHIPPED LOOSE, FIELD INSTALLED, WIRED TO EXPLOSION PROTECTION PANEL. SIDE VIEW SCALE OF FEET FINAL ISSUED FOR CITY OF TUKWILA PERMITS MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS ISSUED FOR CITY OF TUKWILA PERMITS REVISION DESCRIPTION LOCATION OF LADDER SERVICE PLATFORM SHOWN W/O SUPPORTS OR RAILINGS FOR CLARITY FIELD WIRING NO SCALE FLANGED CONNECTION EACH END King County Department of Natural Resources and Parks Solid Waste Division EXPLOSION SUPPRESSOR NO SCALE @ EXPLOSION PROTECTION PANELS (2 TOTAL) TO BE INSTALLED WHERE SHOWN ON DWG M126. PROVIDE ALARM CONTACTS FROM PRESSURE DETECTOR ACTIVATION PANEL AND INFRA —RED (IR) SENSOR ACTIVATION PANEL FOR CONNECTION TO FIRE ALARM SYSTEM (DIV.28 — TO BE SEPARATELY ADDRESSED). UPPER SERVICE PLATFORM TO BE SUPPORTED FROM BUILDING STRUCTURE — SEE STRUCTURAL DRAWINGS. 20 MASTER CONTROL PANEL TO BE INSTALLED WHERE SHOWN ON DWG M126. FIELD WIRE TO EXPLOSION PROTECTION PANELS FOR FAN SHUTDOWN (BY DIV. 23). POWER WIRING TO PANEL AND FROM PANEL TO EXHAUST FAN BY DIV. 26. ® VELOCITY SENSOR, FLOW RING AND CONTROLLER TO BE PROVIDED, INSTALLED AND WIRED TO MASTER CONTROL PANEL BY BAS (DIV. 23) WITH 4 -20 Ma SIGNAL TO VED TO MAINTAIN CONSTANT EXHAUST AIRFLOW. 22 DUST COLLECTOR FAN DST—T1 SHALL BE ROTATED BY HAND ON A WEEKLY BASIS AFTER DELIVERY OF THE FAN FROM THE FACTORY UNTIL THE DUST COLLECTION STARTUP IS ACCOMPLISHED TO PROTECT THE MOTOR /SHAFT FROM DISTORTION. SIDE VIEW SECTION VIEW SHOWN ROTATED 90• FOR CLARITY PANEL SIZE TO BE DETERMINED BY MANUFACTURER LNS ENGINEERS, INC. 771 3 PIONEER WAY • SUITE 0 GIG HARBOR, WASHINGTON 98335 PHONE: 253.851.5175 — INFRA —RED SENSOR ACTIVATION PANEL — PRESSURE DETECTOR ACTIVATION PANEL MASTER CONTROL PANEL - REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 2 2010 NO SCALE 1-1/2"x6" DRIP LEG PIPING CONNECTIONS 7/8 DIA HOLE FOR 3/4" ANCHOR BOLT W/ 5" MIN IMBED (TYP OF 8) BASE PLATE NO SCALE RECEIVED JUN 14 2010 PERMIT CENTER BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT DUST COLLECTOR DETAILS 1/2" THICK NEW SHEET PROJECT NUMBER: SHT. OF: 463 C00405C09 DRAWING NUMBER: v 0 0 0 0 00 N 1- 0 N 0 0 N O U CL 1 0 0 N 0 0 0 VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1 7/31/09 DATE NOTE: HEAT TRACING OF ALL WATER PIPING REQUIRED IN DESIGNATED ROOMS AND ALL EXTERIOR PIPING. PROVIDE SEISMIC JOINT WHEE PI P CROS�ES -FRO SSA � BHIEDHJ6� �6 TRANSFER BUILDING SEE DETAIL 9/3238 FOR PROVIDE SEISMIC JOINT WHERE PIPING CROSSES FROM TSO BUILDING. S(E DETAIL 9/S238 FOR DIFFERENTIAL MOVEMENT BTWEEN BUILDINGS. HRP —B- 100 -1.5 HRP —C -100 f 1. O O r_ WARMING AREA REVIEWED FOR CODE COMPLIANCE APPROVED JUL022010 City of Tukwila BUILDING DIVISION RECEI JUN 14 PERMIT CE ME MM ROOM KEY HEAT TRACE RM NO RM NAME 101 VESTIBULE 102 MULTI - PURPOSE ROOM 103 EXIT PASSAGEWAY 104 UNISEX TOILET 105 SOUTH RISER ROOM 106 MISTING ROOM 107 HPU ROOM X 108 DUST COLLECTOR ROOM X 109 LOADING AREA X 110 UNISEX TOILET 111 COMMERCIAL RECEIVING FLOOR X 112 SELF —HAUL TIPPING FLOOR X 113 STORAGE X 114 NORTH RISER ROOM X 115 ELECTRICAL CLOSET X 116 UNISEX TOILET ABOVE 117 EPSS ABOVE 118 MECHANICAL ROOM X 119 EXIT PASSAGEWAY 120 SELF —HAUL ENTRANCE X HRP —K -10 1 1/16"= l —0 Scale 5 0 10 20 30 MECHANICAL FLOOR PLAN LEVEL 1 TRANSFER BUILDING & MECHANICAL SCALE: 1/16" = 1' -0" Feet 40 1 0 PROVIDE 120V/1 PH SOLENOID CONTR L VALVE IN 1 -1 /2" PIPE D OP W PUSH BUTTON WASH A CTIVAT I ON CYCLE W/ PDI —'F WHA. MOio • • • 54 54 18 ED 010 TER DESIGNED LNS DRAWN NBD VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" D C A REV 6/10/10 1 /8/10 1/8/10 7/31/09 DATE JAR JAR JAR JAR CHK'D LNS LNS LNS LNS APP'D FINAL ISSUED FOR CITY OF TUKWILA PERMITS MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS ISSUED FOR CITY OF TUKWILA PERMITS REVISION DESCRIPTION La King County Department of Natural Resources and Parks Solid Waste Division LNS LNS ENGINEERS, INC. 771 3 PIONEER WAY • SUITE C GIG HARBOR, WASHINGTON 98335 PHONE: 253.851.5175 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT TRANSFER /TSO BUILDING TIPPING /RECEIVING LEVEL MECHANICAL PLAN PROJECT NUMBER: C00405C09 SHT. OF: 466 619 DRAWING NUMBER: M103 0 >— w 0 cr) LL w m 0 OO J J 0 V, gm f ce w 0 J Z u_ Al IN I 11161/1111111_1__ Ill Iif _ill Foal. D FOR PLAICE VED 2010 bkwila DIVISION IVEL) 4 2010 CENTEF DESIGNED 7/3 JAR JAR LNS LNS LNS I 1111111I11111111tI IINI II 1 E • FINAL ISSUED FOR CITY OF TUKWILA PERMITS MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS PROJECT NUMBER: C00405C09 SHT. OF: DRAWING NUMBER: Scale UPPER LEVEL MECHANICAL PLAN LEVEL 1 & 2 OPERATIONS SCALE: 1/16" = 1' -0" VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" REV 1 DATE I CHK'D APP'D 'Wx4 ENUtt REVISION DESCRIPTION ISSUED FOR CITY OF TUKWILA PERMITS •MPACTOR LEVEL MAKEUP AIR INLET LOUVER W/ 1:" DEEP INTAKE , • BRACING PASSES TH "ii ; ; .• -- -_,._m ETRATIONS. j E illikillEIMPRIMINI,1111111110MMIIIIIIIIPMRIMIenw, MIMI NI 1' 1 1 1 1 11 1 11111111°' jr- 1 lir I pi:r , -411 p 1 King County Department of Natural Resources and Parks Solid Waste Division LNS ENGINEERS, INC. 771 3 PIONEER WAY • SUITE C GIG HARBOR, WASHINGTON 98335 PHONE: 253.851.5175 REC JUN PERMIT BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT TRANSFER /TSO BUILDING TSO LEVEL /TIPPING /RECEIVING LEVEL - UPPER LEVEL MECHANICAL PLAN RM NO RM NAME 201 LOBBY 202 MECHANICAL 203 CONFERENCE 204 OFFICE 1 205 OFFICE 2 206 COMM /SERVER ROOM 207 UNISEX TOILET 6 208 OFFICE STORAGE 209 SUPERVISOR OFFICE 210 BREAK ROOM 211 CUSTODIAL 212 WOMEN'S RESTROOM 213 MEN'S RESTROOM 214 WOMEN'S LOCKER 215 WOMEN'S SHOWER 216 MEN'S LOCKER 217 MEN SHOWER 218 MEN'S LAUNDRY AREA 219 HALL 1 220 HALL 2 0 z 0 a 1— m ce w 0 W 0 0 0 N v U 0 0 O w O LL w m C!) 0C O co J J 0 w LL -J z 0 CO 5 0 1/16 " =1' -0" Scale PHOTOVOLTAIC ARRAY ROOF TRANSFER & TSO BUILDING SCALE: 1/16" = 1' -0" 10 20 MECHANICAL ROOF PLAN 1M, DIRECTIONAL N11 ND VELOMEfER 60"0 1 • 50"0 ®NN W S S 110141!IPl !!!Ili!!!!! I iiii;iiiiiiiii iiiiiiiiiiiiii !!!!M!!!!!!!!!I!!!!I!!!!!!!H! !!!!!!!!I!!!I!!!!!!!!!I!!!!!!! 4" METHANE VTR- 4" METHANE VTR 4" ' METHANE VTR ' METHANE VTR 30 40 Feet DRAWN PE DESIGNED LNS NBD VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" I t GUTTER D 6/10/10 C 1/8/10 B 1/8/10 A 7/31/09 REV DATE ELF —HAUL NTRANCE ELOW C C JAR JAR JAR JAR CHK'D LNS LNS LNS LNS APP'D S o METHANE VTR I- - 1- c0 MERCI ENTRANCEL BELOW FINAL ISSUED FOR CITY OF TUKWILA PERMITS MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS ISSUED FOR CITY OF TUKWILA PERMITS REVISION DESCRIPTION 111 111 4" M EITHAN E VTR 111 GUTTER 11 C 14 King County Department of Natural Resources and Parks Solid Waste Division 11 4" METHANE VTR LNS S 11 71 LNS ENGINEERS, INC. 771 3 PIONEER WAY • SUITE C GIG HARBOR, WASHINGTON 98335 PHONE: 253.851.5175 HO j03 3" VTR GUTTER SELF -HAUL EXIT BELOW VTR 'OMMERCIAL EXIT BELOW 3" VTR REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 2 2010 City of Tukwila B UILDING DIVISION BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT TRANSFER /TSO BUILDING MECHANICAL ROOF PLAN SHT. OF: 468 PROJECT NUMBER: DRAWING NUMBER: RECEIVED JUN 14 2010 PERMIT CENTER C00405C09 M105 619 ROOM KEY HEAT TRACE RM NO RM NAME X 111 COMMERCIAL RECEIVING FLOOR X 112 SELF —HALL TIPPING FLOOR 113 STORAGE 114 STORAGE 115 ELECTRICAL CLOSET 401 NPA X v ao O 4" METHANE VENT UP. OFFSET AT FLOOR AND SUPPORT FROM WALL GIRTS 2" NPW "FFSET AROUND VENT AND COMBTN,E TO 3" NPW UP SUPPORT FROM WALL GIRTS. 4" METHANE TO WALL AT SUPPORT F 3 "V UP P OFFSET ND GIRTS OFFSET e►LONG WALL TO GRID G, SUPPORT FROM WALL GIRTS UP TO ROOF METHANE SIT UP 111 DESIGNED DRAWN UVER NPA MECHANICAL PLAN NORTH PROCESSING AREA TIPPING LEVEL SCALE: 1/8" = 1' -0" 8 SCALE OF FEET LNS NBD VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" 8 D 6/10/10 C 1/8/10 B 1/8/10 A 7/31/09 REV JAR JAR JAR JAR 16 LNS LNS LNS LNS 401 DATE CHK'D APP'D FINAL ISSUED FOR CITY OF TUKWILA PERMITS MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS ISSUED FOR CITY OF TUKWILA PERMITS REVISION DESCRIPTION 2 "NPW, 4 "MV SUPPORTED FROM WALL GIRTS King County Department of Natural Resources and Parks Solid Waste Division MECHANICAL PLAN STORAGE /FIRE SPRINKLER /ELECTRICA TIPPING LEVEL SCALE: 1 /4 = 1 - 0 " 4 SCALE OF FEET 0 4 LNS 8 LNS ENGINEERS, INC. 771 3 PIONEER WAY • SUITE C GIG HARBOR, WASHINGTON 98335 PHONE: 253.851.5175 MOi NOTE: HEAT TRACING OF ALL WATER PIPING REQUIRED IN DESIGNATED ROOMS AND ALL EXTERIOR PIPING. VIEWED FOR CODE COMPLIANCE APPROVED JUL 0 2 2010 City of Tukwila BUILDING DIVISION BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT TRANSFER BUILDING NORTH PROCESSING AREA MECHANICAL PLAN RECEIVED JUN 1 4 2010 PERMIT CENTER PROJECT NUMBER: SHT. 471 C00405C09 OF: DRAWING NUMBER: M108 619 0 0 0) 0 w 0 ILL w m Cl) 0 00 d' J J U V G w 0 U 0 u_ 0 w 0) U) J z LL RM NO RM NAME CO1 COMPACTOR BAY CO1A COMPACTOR BAY EXTENSION CO2 TOP LOAD BAY CO3 VESTIBULE C04 ELEVATOR MACHINE ROOM CO5 ELECTRICAL C06 MECHANICAL C07 UNISEX TOILET 1 C08 UNISEX TOILET 2 C09 BREAK ROOM C10 STORAGE Cn laWal litp sow now wa I 'II 1 ► 1 �r `�� I L � 41\911111Erilb ' inn!K 11 ► 1, - nn _,. - -- -- - - - =_ == i ma 1� `.\ i e 1 MINK — 1typmr■ 411 O I I 4" MET ANE OF VENT U IE = 243.43 SUF 4" FCO 4" UP TO CO IE = 243.60 —TOP = 247148 IE = 243.7 4 BACKWATER V VE W C A E SION RWS RWS 0109 CAMH -1 CONDUIT IE = 242.' TOP LOAD BAY VAULT W —T1 6" FCO �. 40. COND IT IE = 242.0 A C108 CAMH -2 ■ - "NoM ITO • 1• , J SUF 4" CO IE = 241.80 A A COMPACTOR :AY VAULT NO.1 • - IE = T2 43 . 87 0 � LOWER IE = 2 M111 E TOP = 247.8 M117 IE = 245.61 COMPACTOR BA UPPER IE = 24 Q vim® 0 I I C01 If SU 0 DROP UNDER FOOTING TO DRAIN TO COMP CTOR BAY VAULT NO. 2 '1 TOP IE VENT UP VA ULT N0.2 . 11 .43 248.14 — • B” CO IEE = 240:89 LW BD SUF SUF 4 " IE = 41.38 WS RWS —s ACTOR BAY_ SUF LW � � DRY VALVE VAULT Aim! I�r „o` IE =240.0 HWS /HWR 11F If i 6” LW 6 "LW UP W/ CO = 245 6 it, SUF IE = 240.18 SUF LW� AM R EXISTIN SSMH— m S 1 ■ DESIGNED DRAWN LNS NBD VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" PRESSURE TESTING NO SCALE D 6/10/10 JAR LNS C B A REV 1/8/10 1/8/10 7/31/09 DATE JAR JAR JAR LNS LNS LNS CHK'D APP'D uKU FOOTING - TO DRAIN TO COMPACTOR BAY VAULT •0. 1 POC — FOUNDATION DRAINS SEE DWG S101 POC FOUNDATIO DRAINS SEE DWG S101 DROP UNDER FOOTING TO DRAIN TO COMPACTOR BAY VAULT NO. 1 NOTE: DUCTILE IRON LEACHATE WASTE PIPING BETWEEN BASKET DRAINS BD -1 AND BD -2 AND COMPACTOR BAY VAULTS N0.1 AND NO.2 SHALL BE HYDROSTATICALLY PRESSURE TESTED TO 150 PSIG PRIOR TO CONNECTION OF BASKET DRAINS. DUCTILE IRON LEACHATE WASTE PIPING BETWEEN COMPACTOR BAY DRY VALVE VAULT AND THE TOP LOAD BAY VAULT, COMPACTOR BAY VAULT N0.1 AND COMPACTOR BAY VAULT N0.2 SHALL BE HYDROSTATICALLY PRESSURE TESTED TO 150 PSIG. A M102 FINAL ISSUED FOR CITY OF TUKWILA PERMITS MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS ISSUED FOR CITY OF TUKWILA PERMITS REVISION DESCRIPTION NO SCALE 6" RWS IE = 244.0 6" LW IE = 242.5 6" W IE = 241.3 16" HWS /HWR CONDUIT IE = 237.0 PIPING IE'S AT CROSSING King County Department of Natural Resources and Parks Solid Waste Division LNS COMPACTOR LEVEL SCALE: 1/8" = 1' -0" POC — FOUNDATION DRAINS SEE DWG S101 DROP' UNDER FOOTING TO Df AIN TO TOP LOAD BAY VAULT LNS ENGINEERS, INC. 7713 PIONEER WAY • SUITE C GIG HARBOR, WASHINGTON 98335 PHONE: 253.851.5175 WATER AND DRAINAGE FOUNDATION PLAN SEE DWe S101 POC — FOUNDATION DRAINS REVIEWED FOR C1 34DE COMPLIANCE APPROVED JUL 0 2 201 City of Tukwila BUILDING DIVISION 5 0 - 4Y . ' 1/8"=1'-0" — — — Scale BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT TSO BUILDING COMPACTOR LEVEL ENLARGED WATER AND DRAINAGE FOUNDATION PLAN 4" BACKWATE VALVE W/ CC EXTENSION 5 10 PROJECT NUMBER: SHT. OF: 474 DRAWING NUMBER: F REC�IVED JUN 14 2010 PERMIT CENTER 15 20 C00405C09 M111 Feet 619 CD 0 w 0 LL W co C!) ce 0 CO —J J U w 0 —J z LL RM NO RM NAME CO1 COMPACTOR BAY CO1A COMPACTOR BAY EXTENSION CO2 TOP LOAD BAY CO3 VESTIBULE C04 ELEVATOR MACHINE ROOM CO5 ELECTRICAL C06 ME.CHANICA C07 UNISEX TOILET 1 C08 UNISEX TOILET 2 C09 BREAK ROOM C10 STORAGE Cn COMPACTOR ROU E REFRIGERANT LINE SET 0 CU —T1 AND ROUTE 1/2" PUMPED CONDENSATE TO OT WASH OUTSIDE OF RM 03. CONCEAL DRAIN LINE DN 0 BOOT WASH WITHIN RM 03 WALL. I I III il�ii� I@ 1 ,;i!_ 11111111111 IIIIIIIIIII 6x6 SR -1 50 CFM COMPACTOR #1 COMPACTOR #2 .II itNiT:111N . Iltir i ��l [►� �� - - - - - di d 11 - NNE 111111M - - - COMkCTOR #2 OPERATOR CLEARANCE REQUIREMENTS SEE DWGS Al 0 C, Al23C, Al24, Al25, FOR HORIZONTA AND VERTICAL CLEARAN IN THE COMPAC OR LEVEL. PIPING AND 1 BE INSTALLED ITHIN THE CLEARANCE Z 1111111111 1111111111 MEM - - - - - 126, AND Al27 E REQUIREMENTS UCTWORK CANNOT NES. T 36x20 EG 3000 CFM (TYP OF 4) - - - - - - - EMS 24/42 DESIGNED DRAWN LNS NBD VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" D 6/10/10 JAR C 1/8/10 B 1/8/10 A 7/31/09 REV JAR JAR JAR DATE CHK'D APP'D LNS LNS LNS LNS FINAL ISSUED FOR CITY OF TUKWILA PERMITS MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS ISSUED FOR CITY OF TUKWILA PERMITS REVISION DESCRIPTION T King County Department of Natural Resources and Parks Solid Waste Division T LNS T HVAC PLAN COMPACTOR LEVEL SCALE: 1/8" = 1 -0" LNS ENGINEERS, INC. 771 3 PIONEER WAY • SUITE C GIG HARBOR, WASHINGTON 98335 PHONE: 253.851.5175 "4_4 3 - - - REVIEWED FOR CODE COM PLIANCE A ROVED JU 0-2 2010 City of Tukwila BUILDING DIVIRDN 1 i 8 =1 _0„ Scale BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT ISO BUILDING COMPACTOR LEVEL ENLARGED HVAC PLAN 1 1 1 1 1 1 1 1 RE10EIVED JUN 14 2010 PERMIT CENTER 10 15 20 MI 1M MI MME PROJECT NUMBER: SHT. OF: C00405C09 477 619 DRAWING NUMBER: M113 Feet V 0 w 0 u_ w 0) Et 0 co J -J U VJ 1e w U 0 u_ 0 w � 0) V, J Z LL RM NO RM NAME HEAT TRACE CO1 COMPACTOR BAY X CO1A COMPACTOR BAY EXTENSION X CO2 TOP LOAD BAY X CO3 VESTIBULE C04 ELEVATOR MACHINE ROOM CO5 ELECTRICAL C06 MECHANICAL X C07 UNISEX TOILET 1 ABOVE C08 UNISEX TOILET 2 ABOVE CO9 BREAK ROOM ABOVE 010 STORAGE – ABOVE C07, C08 & C09 X Cn alalgnal a ala � �'�I ■ :�I I`:irgr4 d1•:i 1 X1..:11 ■ ■�.• •�,,. CWR 2'FD -1 F OOR DRAIN WITH TPV IN EQUIPMENT $PACE ABOVE 2" UP TO B PUSH TO TEST INDICATOR LIGHTS Ow) OPEN EN OPEN :M M ( STORM WASTEWATER OPEN STORM CLOSED ALL INTERCONNECTING WIRING BY BAS CONTRACTOR VALVE POSITION AND CONTROL TERMINAL STRIPS. ALL TERMINATIONS BY BAS CONTRACTOR OPEN WASTEWATER CLOSED O ) P • E ( N O )y P . E (� N )2 ( PEN STORM WASTEWATER V -9 SITE WASTEWATER VALVE CONTROL CLOSED OPEN CLOSED OPEN WV -1 TRANSFER BUILDING EMERGENCY WASTEWATER VALVE CONTROL SWVP-T1 SITE & WASTEWATER VALVE CONTROL PANEL (NTS) — COMMON TERMINAL STRIPS ALL INTERCONNECTING WIRING BY DIV. 40 VALVE POSITION AND CONTROL TERMINAL STRIPS TERMINATION BY DIV. 40 OPEN ) STORM CLOSED PNEUMATIC VALVE POSITION TERMINAL BOARD NTS CLOSED OPEN V -10 SITE STORMWATER VALVE CONTROL OPEN ) M WASTEWATER CLOSED REVIEWED FOR ODE COMPLIANCE APPROVED JUL 0 2 2010 VALVE POSITION INDICATION WIRING BY DIV. 40 RECEIVE JUN 14 2010 PERMIT CENTE 2" FD -1 TOILET cj, N 1 4 -- 2", 1 -1/2", 1 ,1 1 /2 " 4 " V c--} CWR I, " � 1 1 , 1 — I L O O 0 -- - -TW 0 - -- -TWR TW DESIGNED LNS DRAWN NBD VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" CWR C C A REV 6/10/10 1/8/10 1/8/10 7/31/09 DATE CWR CWR CWS CWS JAR JAR JAR JAR CHK'D C06 LNS LNS LNS LNS APP'D PIPING SHALL BE RACKED ALONG WALL _ TW TWR - - -TWR 1/2" CWR CWR CWS CWS FINAL ISSUED FOR CITY OF TUKWILA PERMITS MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS ISSUED FOR CITY OF TUKWILA PERMITS REVISION DESCRIPTION - 3/4 ", 1/2", 2 ", 1/2" CWR 3/4 ", 3/4" CWR WS NPW UP 3/4" NPW r Ul King County Department of Natural Resources and Parks Solid Waste Division NOTE: HEAT TRACING OF ALL WATER PIPING REQUIRED IN DESIGNATED ROOMS AND ALL EXTERIOR PIPING. MO l03 MECHITOILETIBREAK ROOM UPPER LEVEL PLUMBING PLAN UNISEX TOILETS & BREAK ROOM COMPACTOR LEVEL SCALE: 1/2" = 1' -0" 2 0 4 Scale Feet LNS LNS ENGINEERS, INC. 771 3 PIONEER WAY • SUITE C GIG HARBOR, WASHINGTON 9B335 PHONE: 253.851 .51 75 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT ISO BUILDING COMPACTOR LEVEL AREA PLUMBING PLAN PROJECT NUMBER: C00405C09 SHT. OF: 478 DRAWING NUMBER: M114 619 C9 0 >- w . 0 I.L W m (/) 0 00 J J DC w 0 U ce 0 I_I_ 0 w U) J z LL OPEN M STORK CLOSED MANUAL CLOSED WASTEWATER AUWUAL STORM '[1' O )� P . E {{ N STORM CLOSED MANUAL STORM SECTION COMPACTOR LEVEL SCALE: 1/2" = 1' -0" OPP OPP OPPE M STORM WASTEWATER STORM ))2( CLOSED MANUAL CLOSED CLOSED MANUAL CLOSED WASTEWATER WASTEWATER V -9 SITE WASTEWATER VALVE CONTROL WV -1 1RANSFER BUILDING EMERGENCY WASTEWATER VALVE CONTROL AUTO POSRION ENABLE REMOTE VALVE CONTROL MANUAL POSRIONS DISABLE ALL REMOTE VALVE CONTROL -FINISH FLOOR 248.5 f 20" SLEVE a — 16 1 '0 CONDUIT DESIGNED V -10 SITE STORMWATER VALVE CONTROL OPEN WASTEWATER PVCP -T1 PNEUMATIC VALVE CONTROL PANEL COVER PUSH TO TEST INDICATOR LIGHTS () D 6/10/10 C 1/8/10 B 1/8/10 A DETAIL SECTION COMPACTOR LEVEL SCALE. 1 /2" = 1' -0" ASCO SERIES 8344 - 1/2' DUAL SOLENOID MOMENTARY CONTACT 4 -WAY VALVE W/ PLUGGED PORT EXCEPT FOR V -10 APPLICATION � 3/4' SAFETY BALL VALVE - — r FINISH FLOOR 248.5 + 12"0 CONDUIT ISSUED FOR CITY OF TUKWILA PERMITS PVCP -T1 PNEUMATIC VALVE CONTROL PANEL INTERIOR (PIPING ONLY) NTS FINAL ISSUED FOR CITY OF TUKWILA PERMITS MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS SUF 16 CONDUIT PNEUMATIC VALVE POSITION TERMINAL BOARD SEE DETAIL C/M114 C06 4" FS -1 SUF FLEX MP) 2" BOOSTER SYSTEM SUF FILTER BLOW DOWN 12"0 CA 4" UP W/ CHECK CONDUIT VALVE & ISOL. FROM CAMH -1 VALVE IN RI PVCP -T1 PNEUMATIC VALVE CONTROL PANEL SEE DETAIL E THIS SHEET 2" AIR FILTER 1 - 1 2 FILT BLO DOWN 6" R S 6" RWS UP UP DRAIN CONTROL PANEL 0 0 0 0 VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" REV 7/31/09 DATE CHK'D APP'D REVISION DESCRIPTION ' HWS & HWR FROM FUEL N H 'T Mo l03 (1 •CA 4 "- NPW UP NPW 4" PW UP 11 1 1 11 11 1 1 1 11 11 11 11 0 ---1 - "V 0— 2 "FFD -1 SUF King County Department of Natural Resources and Parks Solid Waste Division 0 0 0 a z 2" 4" 4" CA MECH. ROOM - MID LEVEL PLAN COMPACTOR LEVEL SCALE: 1/2" = 1' -0" MECH. ROOM - LOWER LEVEL PLAN COMPACTOR LEVEL SCALE: 1/2" = 1' -0" LNS CA LNS ENGINEERS, INC. 771 3 PIONEER WAY • SUITE C GIG HARBOR, WASHINGTON 98335 PHONE: 253.851.5175 VED 2 "V ESEW -2 U CA APPR JU u a 2►10 RECEIVED JUN 14 2010 City Of Tukwila PERMIT CENTER SCALE OF FEET BUILDING DIVISION 2 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT TS0 BUILDING COMPACTOR LEVEL AREA PLUMBING PLAN 2 "V 4"V HTP -1 HEAT TRACE PANEL 0 PROJECT NUMBER: SHT. OF: 479 C00405C09 DRAWING NUMBER: M 1 14A 4 619 RM NO RM NAME CO1 COMPACTOR BAY CO1A COMPACTOR BAY EXTENSION CO2 TOP LOAD BAY CO3 VESTIBULE C04 ELEVATOR MACHINE ROOM CO5 ELECTRICAL C06 MECHANICAL C07 UNISEX TOILET 1 C08 UNISEX TOILET 2 CO9 BREAK ROOM C10 STORAGE "0 CD -2 400 CFM DESIGNED LNS DRAWN NBD VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" LAI King County Department of Natural Resources and Parks Solid Waste Division D c B A REV 6/10/10 1/8/10 1/8/ 7/31/09 DATE JAR JAR JAR JAR CHK'D LNS LNS LNS LNS APP'D Illllllllllllll FINAL ISSUED FOR CITY OF TUKWILA PERMITS MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS ISSUED FOR CITY OF TUKWILA PERMITS REVISION DESCRIPTION LNS LNS ENGINEERS, INC. 771 3 PIONEER WAY • SUITE C GIG HARBOR, WASHINGTON 98335 PHONE: 253.851.5175 HVAC PLAN UNISEX TOILETS & BREAK ROOM COMPACTOR LEVEL SCALE: 1/2" = 1' -0" 2 0 Scale BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT ISO BUILDING COMPACTOR LEVEL AREA HVAC PLAN 2 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 2 2010 City of Tukwila BUILDING DIVISION 4 Feet RECEIVED JUN 14 2010 PERMIT CENTER PROJECT NUMBER: 000405C09 SHT. OF: 480 DRAWING NUMBER: M115 619 0 0 0 w 0 LL w [:1 0 00 'd' J 0 V! w 0 F- ILL 0 0 LL 0 w U) V) z LL 11' -2" 10' -6 WV -1 PNEUMATIC ACTUATOR - ADD 12" ACCESS OVER VALVE STEM IE = 239.61 8" WV -1 PNEUMATIC ISOLATION VALVE VALVE STEM VAULT LID INSIDE PLAN VIEW L LLLLLLLLLLL LLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLLLL .LLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLLLL .LLLLLLLLLLLLLLLLLLLLLLLL .LLLLLLLLLLLLLLLLLLLLLLLL .LLLLLLLLLLLLLLLLLLLLLLLL .LLLLLLLLLLLLLLLLLLLLLLLL .LLLLLLLLLLLLLLLLLLLLLLLL .LLLLLLLLLLI_fiLLLLLLLLLLLI LLLLL c LLLLLIJLLLLLL o LLLL 2" DRAIN TO SSMH -SP1 @ 0.5% COMPACTOR BAY DRY VALVE VAULT SCALE: 1/2" = 1' -0" DESIGNED VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" -- LADDER SHOWN OPPOSI - E SIDE D 6/10/10 C 1/8/10 B 1/8/10 A 7/31/09 REV DATE JAR CHK'D TOP = FINISHED FLOOR SLOPE IN PLANE W/ CONCRETE FINISH. SEE DRAWING S101 LNS APP'D 2" DRAIN TO SSMH -SP1 HEATING WATER MANHOLE TOP FINISH FLOOR 248,0 +\ BOTTOM = 2 CONDUIT 237.0 RISER W/ CLEANOUT PLUG (TYP OF 3) 6" DI IE = 244.10 DROP TUBES (TYP OF 3) CHANNELED BASE I Li 1-1-►_.L1-1-1-L1-1.-L.L _LLLLLLLLLLLLLLLLLLLL _LLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLL LLLLLL _LLLLLLLLLLLLL LLLL _LLLLLLLLLLLLL LLLL _LL LLLLLLLLL LLLLL _LL L LLLLLLLLLLLLLLLL _LL L LLLLLLLLLLLLLLLL _LLL LLLLLLLLLLLLLLLL _LLLLLLLLLLLLL LLLLL _LLLLLLLLLLLLL LLLL _LLLLLLLLLLLLL LLLL _LLLLLLLLLLLLLL LLLLL - ._...L- -L..ILL-1 —L..1 - 1®LL -L_ LLLLLLL.LL 6" DI IE = 244.01 (4" DI OPPOSITE SIDE) SCALE: 1/2"=1'-0" HEATING VAULT LID 6' SECTION TOP LOAD BAY VAULT FINAL ISSUED FOR CITY OF TUKWILA PERMITS MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS ISSUED FOR CITY OF TUKWILA PERMITS REVISION DESCRIPTION F M111 WATER MANHOLE SCALE: 1 2" = 1' -0" NOTE: PROVIDE 2" OVERFLOW DRAIN 0 0.5% SLOPE TO SSMH -SP1 W/ BACKWATER VALVE. IE = 237.0. SUPPORT BACKWATER VALVE FROM BASE. PROVIDE 3" BASE DRAIN TO GRAVEL SUMP PER DETAIL 3/C109. HOT WATER CONDU c M111 BRAIDED STAINLES HOT WATER HOSE (INSULATED) 16 CONDUIT IE = 242.0 1 " HWS 1" HWR LECTRICAL CONDUIT JUNCTION PULL BOX BY RESPONSIBLE DIVISION 23 / DIVISON 26 CONTRACTOR RISER W/ CLEANOUT PLUG (TYP OF6) 6" DI IE = 244.11 6" DI IE = 241.48 DROP TUBES (TYP OF 6) CHANNELED BASE :• King County Department of Natural Resources and Parks Solid Waste Division .__ - w• -- - - _LLLLLLL LLLLLL LI _LLLLLL L ►LLLLL LL I _LLL L � LL L L 1 _LLLLLL LLLLL L _LLLLLL LLLLLLL ' LLI _LLLLLL LLLLLLL LLI _LLL LL LL LLL LL LLLII _LL LLLLLL LLLLLLI _LL LLLLLL LLLLLLLII _LLL L LL LL LLLLLLLL LLLLLL LLLLL LLLLLLLL L_L. L_L4_ LLL L_l.. M =III SIDE VIEW 111 VAULT LID 6" DI IE = 241.38 24 "Lx 12 "Wx 18 "DEEP STAINLESS STEEL CATCH BASIN W/ 6" MECH. SEDIMENT BASKET FLANGE OUTLET 6' SECTION COMPACTOR BAY VAULT NO.2 SCALE: 1 /2 " =1' -0" BD -1 BOTTOM OUTLET BASKET DRAIN SCALE: 1/2 = 1' -0" BD -2 SIMILAR W/ ONE SIDE AND ONE END TRENCH DRAIN INLETS. SEDIMENT BASKET TO INCLUDE INLET CUTOUTS. WATER LEVEL B M111 B M112 M116 LNS ENGINEERS, INC. 771 3 PIONEER WAY • SUITE 0 GIG HARBOR, WASHINGTON 98335 PHONE: 253.851 .51 75 PLAN VIEW TOP = FINISHED FLOOR SLOPE IN PLANE W/ CONCRETE FINISH. SEE DRAWING S101 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 2 2010 (NOT IN SECTION) 2" (NOT IN SECTION) 6" DI IE= 243.87 DROP TUBE TO 12" a BELOW WATER LEVEL RISER TO CLEANOUT PLUG • 6" DI IE = 241.25 CHANNELED BASE NOTE: DUCTILE IRON PIPING BETWEEN BASKET DRAIN FLANGE AND COMPACTOR BAY VAULTS TO BE HYDOSTATICALLY TESTED TO 150 PSIG BEFORE CONNECTION TO BASKET DRAINS. RISER W/ CLEANOUT PLUG (TYP OF 5) DROP TUBES (TYP OF 5) MIN - AM - -- A -- - - _LLLLLLLLLL LLLLLLLLLL _LLLLLLLLLL LLLLLLLLLL I LL LLLLL LLLLLLLLLL _LL LLLL LLLLLLLLLL _LLL LLLLL LLLLLLLLLL LLLLLLLL LL LLLL LLLLL LLLLL' LL LL LLLLLLL► LLL LLLLLLLLLL L _LL I LLLLLL L _LLL LL LLLLLL LL i_. LLLLLLLL LLLLL TSO BUILDING COMPACTOR LEVEL VAULT DETAILS SPRING ASSISTED DOUBLE ACCESS DOORS W/ NEOPRENE GASKET SEAL 6' SECTION COMPACTOR BAY VAULT N0.1 SCALE: 1/2"=1'-0" BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT RECEIVED JUN a 4 2010 PERMIT CENTER M112 PROJECT NUMBER: SHT. OF: 482 C00405C09 DRAWING NUMBER: cn ID L I fl 0 0 N a) 0 0 c UP. PROVIDE SEISMIC JOINT WHERE PIPING CROSSES FROM TS0 BUILDING : TO TRANSFER BUILDING. SEE DETAIL °- 9/S238 FOR DIFFERENTIAL MOVEMENT BETWEEN BUILDINGS. 4" (HEAT TRACE) PLUMBING HVAC 111111 11 AIL a 7Y I '` M111111111111UIHIIIIlIIlIIIUI II IIIIII 11111111111111111111111111 111111 111111 � SIM. ' W/ REMOTE SCL VOID VALVE IN T P LOAD BAY CO2 AND W/O HOS• BIBB ROOM KEY RM NO 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119- 120 CH1 ELH STA STB STC RM NAME VESTIBULE MULTI = PURPOSE R OM EXIT PASSAGEWAY UNISEX TOILET SOUTH RISER ROOM MISTING ROOM HPU ROOM EPSS MECHANICAL ROOM EXIT PASSAGEWAY DUST COLLECTOR ROOM LOADING AREA UNISEX TOILET COMMERCIAL RECEIVING FLOOR SELF -HAUL TIPPING FLOOR STORAGE NORTH RISER ROOM ELECTRICAL CLOSET UNISEX TOILET SELF —HAUL ENTRANCE MECHANICAL CHASE ELEVATOR HOISTWAY BUILDING STAIR A STAIRWELL BUILDING STAIR B STAIRWELL BUILDING STAIR C STAIRWELL DESIGNED DRAWN LNS NBD 112 VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1 D 6/10/10 JAR LNS C 1/8/10 JAR LNS B 1/8/10 JAR LNS A 7/31/09 JAR LNS REV DATE CHK'D APP'D FINAL ISSUED FOR CITY OF TUKWILA PERMITS MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS ISSUED FOR CITY OF TUKWILA PERMITS REVISION DESCRIPTION 111 0 C O King County Department of Natural Resources and. Parks Solid Waste Division 0 LNS f M� WATER AND DRAINAGE PLAN LEVEL 1 TIPPING & RECEIVING SCALE: 1/8" = 1' -0" LNS ENGINEERS., INC. .7713 PIONEER WAY. • SUITE 0 GIG HARBOR, WASHINGTON 98335 PHONE: 253.851.5175 J PLUMBING 5 1/8 " =1' -0" 0 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 2 2010 City of Tukwila BUILDING DIVISIf PJ BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT TS0 BUILDING TIPPING /RECEIVING LEVEL ENLARGED WATER AND DRAINAGE PLAN RECEIVED JUN 14 2010 PERMIT CENTER 10 15 20 MI MI MI Scale PROJECT NUMBER: SHT. 484 C00405C09 OF: DRAWING NUMBER: M121 Feet 619 ROOM KEY RM NO RM NAME 101 VESTIBULE 102 MULTI— PURPOSE ROOM 103 EXIT PASSAGEWAY 104 UNISEX TOILET 105 SOUTH RISER ROOM 106 MISTING ROOM 107 HPU ROOM 108 DUST COLLECTOR ROOM 109 LOADING AREA 110 UNISEX TOILET 111 COMMERCIAL RECEIVING FLOOR 112 SELF —HAUL TIPPING FLOOR 113 STORAGE 114 NORTH RISER ROOM 115 ELECTRICAL CLOSET 116 UNISEX TOILET 117 EPSS 118 MECHANICAL ROOM 119 EXIT PASSAGEWAY 120 SELF— HAUL ENTRANCE CH1 MECHANICAL CHASE ELH ELEVATOR HOISTWAY STA BUILDING STAIR A STAIRWELL STB BUILDING STAIR B STAIRWELL STC BUILDING STAIR C STAIRWELL 1/4"=1'-0" 2 0 - - - - Scale Feet 10 DESIGNED LNS DRAWN NBD VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" A REV 4d& OIAL•i _ PI mom 1 1 1 2"x1 2" LOUVER x12" PLENUM TITIONED HALF 1111111111111111 2x8 SR -1 00 CFM 6/ 10/1 0 1/8/10 1/8/ 7/31/09 DATE 12 PA IN JAR JAR JAR JAR CHK'D LNS LNS LNS LNS APP'D FINAL ISSUED FOR CITY OF TUKWILA PERMITS MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS ISSUED FOR CITY OF TUKWILA PERMITS REVISION DESCRIPTION ENLARGED HVAC PLAN LEVEL 1 TIPPING & RECEIVING SCALE: 1 /4" = 1' -0" King County Department of Natural Resources and Parks Solid Waste Division IL LNS LNS ENGINEERS, INC. 7713 PIONEER WAY • SUITE C GIG HARBOR, WASHINGTON 98335 PHONE: 253.851 .51 75 Moq 103 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 022010 City of Tukwila . BUILDING DIVISION RECEIVED JUN 14 2010 PERMIT CENTER BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT ISO BUILDING TIPPING /RECEIVING LEVEL ENLARGED HVAC PLAN PROJECT NUMBER: C00405C09 SHT. 485 OF: DRAWING NUMBER: M122 619 V 0 W a LL w ca C/) 0 0o J J 0 C/) W 0 L.L 0 U ce 0 LL 0 W C/) Cr) J. z LL Scale DESIGNED VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" 6/10/10 c 1 1/8/10 1/6/10 7/31/09 DATE /2", 1-1/2", HEAT TRACE) CHK'D APP'D ui 111 II 1111 illlll 1111111111111111 1111111111111111 1111111111111111 . .sr. NI u.jr�iir'1�Ii 11�1�1i��Ai �Ai /IIA ��R�II�U�If� r■Air'iir1Ai�'Ai /�A ��A ��Air��i�'AiY i��ii�� U IlUUIlUUu■Ul lUAilUAi.. AIUUI .M.lIhlIIIM Y FINAL ISSUED FOR CITY OF TUKWILA PERMITS MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS ISSUED FOR CITY OF TUKWILA PERMITS REVISION DESCRIPTION LEVEL 1 TIPPING & RECEIVING SCALE: 1 /4" = 1' -0" ENLARGED EQUIPMENT ROOM PLANS King County Department of Natural Resources and Parks Solid Waste Division LNS ENGINEERS, INC. 7713 PIONEER WAY • SUITE C GIG HARBOR, WASHINGTON 98335 PHONE: 253.851 .51 75 -J 1 i I I TTI gm] -KEA REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 2 2010 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT TSO BUILDING TIPPING /RECEIVING LEVEL ENLARGED PLUMBING PLAN ROOM KEY RM NO RM NAME 101 VESTIBULE 102 MULTI — PURPOSE ROOM 103 EXIT PASSAGEWAY 104 UNISEX TOILET 105 SOUTH RISER ROOM 106 MISTING ROOM 107 HPU ROOM 108 DUST COLLECTOR ROOM 109 LOADING AREA 110 UNISEX TOILET 111 COMMERCIAL RECEIVING FLOOR 112 SELF -HAUL TIPPING FLOOR 113 STORAGE 114 NORTH RISER ROOM 115 ELECTRICAL CLOSET 116 UNISEX TOILET 117 EPSS 118 MECHANICAL ROOM 119 EXIT PASSAGEWAY 120 SELF — HAUL ENTRANCE CH1 MECHANICAL CHASE ELH ELEVATOR HOISTWAY STA BUILDING STAIR A STAIRWELL STB BUILDING STAIR B STAIRWELL STC BUILDING STAIR C STAIRWELL PROJECT NUMBER: C00405C09 486 619 DRAWING NUMBER: 0 V 0 w 0 w m C ) 0 co J J C/) G w 0 LL U 0 0 w C!) C/) J z ROOM KEY RM NO RM NAME 101 VESTIBULE 102 MULTI PURPOSE ROOM 103 EXIT PASSAGEWAY 104 UNISEX TOILET 105 SOUTH RISER ROOM 106 MISTING ROOM 107 HPU ROOM 108 DUST COLLECTOR ROOM 109 LOADING AREA 110 UNISEX TOILET 111 COMMERCIAL RECEIVING FLOOR 112 SELF —HAUL TIPPING FLOOR 113 STORAGE 114 NORTH RISER ROOM 115 ELECTRICAL CLOSET 116 UNISEX TOILET 117 EPSS . 118 MECHANICAL ROOM 119 EXIT PASSAGEWAY 120 SELF —HAUL ENTRANCE CH1 MECHANICAL CHASE ELH ELEVATOR HOISTWAY STA BUILDING STAIR A STAIRWELL STB BUILDING STAIR 8 STAIRWELL STC BUILDING STAIR C STAIRWELL 1/2'7W DN TO EW -1 1/2 "V FROM EW -1 3/4" DN W/ ISOLATION BALL VALVE AND DRIP LEG W/ 1 /2 BALL VALVE FOR MISTING SYSTEM BLOWDOWN FILTER ODOR NEUTRALIZER INJECTION TRAPPED 3/4 "C TO FFD -1 TYPICAL ODOR NEUTRALIZER CHEMICAL TANK ODOR NEUTRALIZER PUMP DESIGNED DRAWN LNS NBD r VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" REV D 6/10/10 C 1/8/10 B 1/8/10 A 7/31/09 JAR JAR JAR JAR LNS LNS LNS LNS DATE CHK'D APP'D LEVEL 1 FOUNDATION EQUIPMENT LEVEL SCALE: 1/2" = 1' -0" FINAL ISSUED FOR CITY OF TUKWILA PERMITS MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS ISSUED FOR CITY OF TUKWILA PERMITS REVISION DESCRIPTION ENLARGED MISTING ROOM PLAN King County Department of Natural Resources and Parks Solid Waste Division LNS MISTING SYSTEM LINES UP LNS ENGINEERS, INC. 771 3 PIONEER WAY • SUITE C GIG HARBOR, WASHINGTON 98335 PHONE: 253.851 .5175 M09 -1o3 1/2 " =1 -0" 2 Scale CONSTRUCTION NOTES HIGH VOLUME, LOW PRESSURE SPRAY SYSTEM PIPING SHALL BE COPPER. HIGH VOLUME, LOW PRESSURE SPRAY HEAD WITH ADJUSTABLE SPRAY PATTERN AND DIRECTION. CORE DRILL CONCRETE AND PROVIDE GLAND SEAL. MATCH ELEVATION OF HEADS SHOWN ON 2/M1 62. PROVIDE ISOLATION BALL VALVE IN VERTICAL LINE DN TO HB -1. LABEL HB -1 "NON— POTABLE WATER — DO NOT DRINK GENERAL NOTES 1. SEE DWG M1 63 FOR MISTING SYSTEM SCHEMATIC PLAN. SEE DWG M161 FOR MISTING SYSTEM ZONING PLAN. REVIEWED FOR CODE COMPLIANCE APPROVED JUL 022010 City of Tukwila BUILDING DIVISION RECEIVED JUN 14 2010 PERMIT CENTER 0 2 4 Feet BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT TRANSFER /TSO BUILDING TIPPING /RECEIVING LEVEL MISTING. ROOM PLAN PROJECT NUMBER: BHT. OF: 488 C00405C09 DRAWING NUMBER: M124A 619 r 0 0 0 N z 0 0 w 0 0 w 0 LL w C!) 0 00 -J U U 0 L.L 0 w C!) C/) J Z LL ROOM KEY HEAT TRACE RM NO RM NAME 101 VESTIBULE 102 MULTI— PURPOSE ROOM 103 EXIT PASSAGEWAY 104 UNISEX TOILET 105 SOUTH RISER ROOM 106 MISTING ROOM 107 HPU ROOM 108 DUST COLLECTOR ROOM X. 109 LOADING AREA X 110 UNISEX TOILET 111 COMMERCIAL RECEIVING FLOOR X 112 SELF —HAUL TIPPING FLOOR X 113 STORAGE ABOVE 114 NORTH RISER ROOM ABOVE 115 ELECTRICAL CLOSET 116 UNISEX TOILET ABOVE 117 EPSS 118 MECHANICAL ROOM X 119 EXIT PASSAGEWAY ABOVE 120 SELF -HAUL ENTRANCE X CH1 MECHANICAL CHASE X ELH ELEVATOR HOISTWAY STA BUILDING STAIR A STAIRWELL STB BUILDING STAIR B STAIRWELL STC BUILDING STAIR C STAIRWELL x SUPPORT CWS & CWR HPU HYDRAULIC LINES. WITH COMPACTOR MANU PIPE SUPPORTS SHALL OVERHEAD WITHIN HPU ROOM 107. _ IN Imam ■uIup C ELH 2 "V UP Iiilliilliirs lwillN• ll: I 'lIiiIlIlllwr;rllillllillli'JII randiVa 1 aim -iw -� - M11�1. -m -11.t -Wr -YW MEM -: -: = ism milmt Elm run 1 E -= p.. 1E1 -•w INIEV -= M MU s WM NPW - TWR - - DESIGNED DRAWN LNS NBD VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" JAR JAR JAR LNS D 6/10/10 C 1/8/10 B 1/8/10 A 7/31/09 REV DATE CHK'D APP'D LNS LNS JAR LNS / FINAL MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS ISSUED FOR CITY OF TUKWILA PERMITS REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division 4 "0 METHANE VENT UP LNS 4 ", 3/4 ", 1 -1 /2 LOWER LNS ENGINEERS, INC. 7713 PIONEER WAY • SUITE C GIG HARBOR, WASHINGTON 98335 PHONE: 253.851.5175 K PIPING ALONG INSIDE OF ERIOR WALL. ORDINATE ROUTING /FIRE SPRINKLER N. SEE DWG M103 OR CONTINUATION 1 /4 " =1' -0" L DRAWINGS FOR ROUTING HPU RADIATOR PIPING ; TIPPING & RECEIVING SCALE: 1/4" = 1' -0" NOTE: HEAT TRACING OF ALL WATER PIPING REQUIRED IN DESIGNATED ROOMS AND ALL EXTERIOR PIPING. HPU /DUST COLLECTOR AREA PLUMBING PLAN LEVEL 1 TIPPING & RECEIVING SCALE: 1 /4" = 1' -0" t:1�! 2 10 HYDRAULIC LINES BY COMPACTOR MANUFACTURER SEE MANUFACTURERS — — EM Scale • Feet HPU RADIATOR BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT TSO BUILDING TIPPING /RECEIVING LEVEL HPU /DUST COLLECTOR AREA PLUMBING PLAN HPU RADIATOR 489 PROJECT NUMBER: SHT. OF: DRAWING NUMBER: REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 2 2010 City of Tukwila BUILDING DIVISION RECEIVED JUN 14 2010 PERMIT CENTER C00405C09 M125 619 0 M 0 0 0 N r) c 0 0 0 0 >- w ce 0 LL C!) 0 0o J U J z LL cws 3/4" CA -4 ST –T1 2000 GALLONS 5 M018 LEVEL 1 TIPPING & RECEIVING SCALE: 1 /2" = 1' -0" DESIGNED LNS DRAWN NBD VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" 6 M018 B A REV ENLARGED PLUMBING PLAN 6/10/10 1/8/10 1/8/10 7/31/09 DATE NOTE: SEE D ' M145 -iR HYDRONIC • STEM D GRAM OF THI REA EB- c ( JAR JAR JAR JAR CHK'D LNS LNS LNS LNS APP'D fi z P –T1 0 z cw NPW CWR —CWR CWS CWS 108 1 FINAL ISSUED FOR CITY OF TUKWILA PERMITS MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS ISSUED FOR CITY OF TUKWILA PERMITS REVISION DESCRIPTION I I (I I (III I H H I I I NPW NPW CWR ; CWR CWS ! CWS 1 LAI King County Department of Natural Resources and Parks Solid Waste Division L 2", 1 -1/4 ", 1 -1/4 1 -1/2 ", 1 ", 1/2 ", 1 -1/2 ", 3/4" 2" CWS AND CWR LINES UP TO MECH. ROOM HEAT PUMPS AND 1 -1/4" CWS AND CWR DOWN WWH P –T2 STA 4- a N C K S 4 TW ' hIWC 2 "TW „ TWR CWR CWS TWR PI WALL 1 "HW CH1 ALONG 0 0 2" VENT c– CW LEVEL 1 TIPPING & RECEIVING SCALE: 1 /2" = 1' -0" 3 ", 3 ", 1", 1/2", CWR CWS TW TWR LNS LNS ENGINEERS, INC. 7713 PIONEER WAY • SUITE C GIG HARBOR, WASHINGTON 98335 PHONE: 253.851 .51 75 4 " ENLARGED PLUMBING PLAN -1/2" 109 119 U cn U 2" dc U I Z I I 2" WASTE FOR FUTURE CONF. ROOM SINK ; - z - 0 F- 118 If L NOTE: SEE DWG M146 FOR HYDRONIC SYSTEM DIAGRAM OF THIS AREA t1O9IO3 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT TSO BUILDING TIPPING /RECIEVING LEVEL LOADING AREA ENLARGED PLUMBING PLANS REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 2 2010 City of Tukwila BUILDING DIVISION RECEIVED JUN 14 2010 PERMIT CENTER PROJECT NUMBER: SHT. OF: 490 DRAWING NUMBER: C00405C09 M 125A 619 ROOM KEY RM NO RM NAME 101 VESTIBULE 102 MULTI— PURPOSE ROOM 103 EXIT PASSAGEWAY 104 UNISEX TOILET 105 SOUTH RISER ROOM 106 MISTING ROOM 107 HPU ROOM 108 DUST COLLECTOR ROOM 109 LOADING AREA 110 UNISEX TOILET 111 COMMERCIAL RECEIVING FLOOR 112 SELF —HAUL TIPPING FLOOR 113 STORAGE 114 NORTH RISER ROOM 115 ELECTRICAL CLOSET 116 UNISEX TOILET 117 EPSS 118 MECHANICAL ROOM 119 EXIT PASSAGEWAY 120 SELF —HAUL ENTRANCE CH1 MECHANICAL CHASE ELH ELEVATOR HOISTWAY STA BUILDING STAIR A STAIRWELL STB BUILDING STAIR B STAIRWELL STC BUILDING STAIR C STAIRWELL DESIGNED • ' , 10"O CD— 250 CFM 6/10/10 C 1 1/8/10 B 1 1/8/10 A 1 7/31/09 36x20 EG -2 4000 CFM OFF UN —USED JS OF LOUVER ISSUED FOR CITY OF TUKWILA PERMITS FINAL ISSUED FOR CITY OF TUKWILA PERMITS DUST COLLECTOR MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS MASTER CONTROL ' £� EXHAUST DUST COLLECTOR — PRESSURE DETECTOR ACTIVATION PANEL DUST COLLECTOR INFRA —RED SENSOR ACTIVATION PAN El 18"0 DROP INTO DUST COLLECTOR 42" x 30" I (3.2.)1 28 ' -9 " x 7 '_ 8 " ACTIVE EXHAUST LOUVER / /// , / / / / / » / / / / / / // , / //W / / /»/ /// / / /// / / / / / / / / / / //, // ////// / / / / / / / / / /// /// 1� 1, // f�11 Z_2_/_/ L _.(..-/ AL —/ M127 21' -6" x 7' -2" INTAKE LOUVER cci LJ 0 0 0 0 w VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 . 1" I REV DATE CHK'D APP'D REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division LN S .M127 LNS ENGINEERS, INC. 7713 PIONEER WAY • SUITE C GIG HARBOR, WASHINGTON 98335 PHONE: 253.851.5175 VVYHO3 BAS PROVIDE INTERLOCK CURRENT SENSING RELAYS TO OPEN RESPECTIVE EXHAUST DAMPER W/ RADIATOR FAN (TYP OF 2) - H R4�IATORS BY COM ACTOR M lFA TURE CON N CT TO LOWER CORN R SECTION OF L UVER W/ 12 "x1 "x12" PLENUM HPU RADIATOR EXHAUST HPU RADIATOR EXHAUST HPU RADIATOR EXHAUST LEVEL 1 TIPPING & RECEIVING SCALE: 1 /4" = 1' -0" HPU /DUST COLLECTOR AREA HVAC PLAN LEVEL 1 TIPPING & RECEIVING SCALE: 1/4" = 1' -0" 1/4 " =1 -0" 2 0 Scale Feet BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT TSO BUILDING TIPPING /RECEIVING LEVEL HPU /DUST COLLECTOR AREA HVAC PLAN 10 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 2 2010 City of Tukwila BUILDING DIVISION SHT. OF: 491 RECEIVED JUN 14 2010 PERMIT CENTER PROJECT NUMBER: C00405C09 DRAWING NUMBER: M126 619 0 W OC 0 LL w m 0 co W -J U J Z LL it DESIGNED • ' , 10"O CD— 250 CFM 6/10/10 C 1 1/8/10 B 1 1/8/10 A 1 7/31/09 36x20 EG -2 4000 CFM OFF UN —USED JS OF LOUVER ISSUED FOR CITY OF TUKWILA PERMITS FINAL ISSUED FOR CITY OF TUKWILA PERMITS DUST COLLECTOR MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS MASTER CONTROL ' £� EXHAUST DUST COLLECTOR — PRESSURE DETECTOR ACTIVATION PANEL DUST COLLECTOR INFRA —RED SENSOR ACTIVATION PAN El 18"0 DROP INTO DUST COLLECTOR 42" x 30" I (3.2.)1 28 ' -9 " x 7 '_ 8 " ACTIVE EXHAUST LOUVER / /// , / / / / / » / / / / / / // , / //W / / /»/ /// / / /// / / / / / / / / / / //, // ////// / / / / / / / / / /// /// 1� 1, // f�11 Z_2_/_/ L _.(..-/ AL —/ M127 21' -6" x 7' -2" INTAKE LOUVER cci LJ 0 0 0 0 w VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 . 1" I REV DATE CHK'D APP'D REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division LN S .M127 LNS ENGINEERS, INC. 7713 PIONEER WAY • SUITE C GIG HARBOR, WASHINGTON 98335 PHONE: 253.851.5175 VVYHO3 BAS PROVIDE INTERLOCK CURRENT SENSING RELAYS TO OPEN RESPECTIVE EXHAUST DAMPER W/ RADIATOR FAN (TYP OF 2) - H R4�IATORS BY COM ACTOR M lFA TURE CON N CT TO LOWER CORN R SECTION OF L UVER W/ 12 "x1 "x12" PLENUM HPU RADIATOR EXHAUST HPU RADIATOR EXHAUST HPU RADIATOR EXHAUST LEVEL 1 TIPPING & RECEIVING SCALE: 1 /4" = 1' -0" HPU /DUST COLLECTOR AREA HVAC PLAN LEVEL 1 TIPPING & RECEIVING SCALE: 1/4" = 1' -0" 1/4 " =1 -0" 2 0 Scale Feet BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT TSO BUILDING TIPPING /RECEIVING LEVEL HPU /DUST COLLECTOR AREA HVAC PLAN 10 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 2 2010 City of Tukwila BUILDING DIVISION SHT. OF: 491 RECEIVED JUN 14 2010 PERMIT CENTER PROJECT NUMBER: C00405C09 DRAWING NUMBER: M126 619 0 W OC 0 LL w m 0 co W -J U J Z LL 1 o CONSTRUCTION NOTES ■�/� ' • , ■�I I 0 © TOP OF STEEL 8 "0 ® DUCTWORK TO BE SUPPORTED FROM ISO STRUCTURE. - 0► NIT TRANSFER STATION STRUCTURE 329'-0 SEE E/S223 & F/S223 0 "0 38 0 0 © PROVIDE OVER SIZED FLASHING COLLAR AT WALL I o \ PENETRATION WITH FLEXIBLE BOOT TO ABSORB 4 VERTICAL MOVEMENT AND 3-1/2" NORTH /SOUTH AND 3-1/2" EAST WEST MOVEMENT DIFFERENTIAL BETWEEN , D TRANSFER FER BUILDING STRUCTURE AND - ISO BUILDING STRUCTURE. TYPICAL 36"0 AND 48"0 DUCTS. 1 _ IiiiiLimu._........ �, —_ T , ` s. SUPPORT DUCT —WORK WITHIN BRACE FRAME TOWER 0 ��,�'_� "' IA1� . II'��v • FROM BRACE FRAMES. HOT DIP BRACES AND SUPPORTS SHALL BE GALVANIZED. FASTENERS SHALL —_r_ �� TOP OF STEEL BE SST. " I►'E' � 318 ? SEE E/5223 & F/5223 ..., EXPLOSION SUPPRESSOR DUCT SECTION. SEE A/MO20 in \ ��I I`�\ ) \ 1111111k I AND D/MO20. �� l 48 "� /) � 1 30 108 —EXR ! �� ' r'/ — mi 40 ' ® \_ 108 EXR 1110 / I 36 "0 1 1 1 A r, H 1111/ I 1 iIIIIItI lU ll 1 1 7_—_= ® I I 1 1! II , jor i llf 40 0 36 O 108 -EXR 108 —EXR 4 Ihmi —`—. 48" O SERVICE PLATFORM A 4 0 " 0 M O 2 0 18"0 „ 1 � 12201 -_ I 32 11 0 £r '• !! _ I , gICPFM o - -_� - o o -�_- o — ° �° — -I ____,____, --- 7 --- —I I I 1 i _ ` ._� . 1 p: ' s - —_¢ �- ¢_— � — -__ I: ? i i cr. i v'' ! ' • 4 • . _JL_ _ p - _ - - I SPRINKLER HEAD EACH MO DC — 10/ __ —�- - - ____L__ _ — — -r — — — -- — � — —_ {} DUST COLLECTOR SEE (6 TOTAL) D C ¢ � I I n rfri 1 1 � _�_11 1 I � �� I Ii i: ® MO20 .. 1 ;�� A � . � � � �� - -- • � � � ' ,- / \ � I I EXHAUST FAN e - -- . - _ R EVIEWED FOR CODE COMPLIANCE APPROVED U 2 JU 2010 SEISMI ISOLATORS I FAN - RUBBER— IN- SHjEAR (TYP OF 4) IEEE 114111111111., IPAIMil �� ICI■ , ®■ EQUIPMENT LEVEL T.O.C. a A � h a 272 3 SEE 6 Al24 / , . r a C rtyofTUkwila BUILDING DIVII�N Imo® TIVE �i1NC� • � ,,1 RESSURFLEX L E! c I MM. I A _ RECEIVED SECTION B � JUN SECTION A B 1 4 2010 PERMIT CENTER SCALE. 1 /4” = 1' -0" M 126 SCALE. 1/4" = 1' M12 i i� �4 N . sT,. , ' DESIGNED LNS Department of Natural Resources and Parks ■ on S Waste Division LNS BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT TRANSFER/TSO BUILDING TIPPING RELIEVING LEVEL / DUST COLLECTION SECTION S PROJECT NUMBER: c00405c09 DRAWN .. NBD D 6/1 0 10 / JAR LNS FINAL ISSUED FOR CITY OF TUKWILA PERMITS SHT. OR 492 619 L NS ENGINEERS, INC GIG HARBOR, WASHINGTON 98335 PHONE: 253.851.5175 C 1/8/10 JAR LNS MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION �•\ ' is I I w B 1/8/10 JAR LNS RESPONSE TO CITY O F TUKWILA CORRECTION LETTERS DRAWING NUMBER: M 127 VERIFY SCALE ' - SJ0NAL� � ° BAR IS B ONE INCH ON ANSI D DRAWING 0 1 A 7/31/09 JAR LNS ISSUED FOR CITY OF TUKWILA PERMITS RE V DATE CHK'D APP'D REVISION DESCRIPTION 0 0 0 c 0 0 rn LO ILC) LO 1 N1- CV d' CD CD co r (9 0 0 w ce 0 u_ w m C!) 0C 0 co J J U C/ I ct w 0 LL CP DIRECTION WIND VELOMETER, BY DIV. 23 BAS CONTRACTOR, SECURED TO SUPPORT PIPE PER MANUF. REQUIREMENTS SUPPORT PIPE MOTOR WEATHER GUARD NOT SHOWN EQUIPMENT SUPPORTS W/ SEISMIC RESTRAINT SPRING ISOLATION I �\ \ ' I Ilibr-a.diriL 1141 Aglim 1 11 , SEE DETAIL 6/A182 FOR CURB DETAIL. PROVIDE CONTINUOUS WELD FLASHING COLLAR SMACNA RIDCS — FIG. 15 -15. SPRINGS (TYP. OF EQUIPMENT SUPPORTS W/ SEIS SEE DETAIL 9/A106 FOR SUPPORT DETAIL TYP. SUPPORT ATTACHMENT SEE 8/S238 DESIGNED DRAWN LNS NBD VERIFY SCALE B BAR IS ONE INCH ON A ANSI "D" DRAWING 0 1" REV D 6/10/10 JAR C 1/8/10 1/8/10 7/31/09 DATE JAR JAR JAR LNS LNS LNS LNS CHK'D APP'D TOP OF DISCHARGE FINAL ISSUED FOR CITY OF TUKWILA PERMITS MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS ISSUED FOR CITY OF TUKWILA PERMITS REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division 45"0 EXIT I 30 "o NOW ! SUPPORTS FOR UPPER DUCTWORK III M138 _ FROM STRUCT. FRAME /, )IP ,II — » I P ‘ � 1 38 -� --- NI/ moire \ \\`1 36 ® imump * I 48" TSO ROOF LEVEL SOUTH ELEVATION HVAC TSO BUILDING SCALE: 1 /4" = 1' -0" LNS LNS ENGINEERS, INC. 771 3 PIONEER WAY • SUITE C GIG HARBOR, WASHINGTON 98335 PHONE: 253.851.5175 0 0 0 SUPPORT DUCTWORK ABOVE FLEX CONNECTION FROM TRANSFER BUILDING STRUCTURE. SUPPORT DUCTWORK BELOW FLEX CONNECTION FROM TS0 BUILDING STRUCTURE. FLEX CONNECTION TO ABSORB 4" VERTICAL MOVEMENT AND 3-1/2" NORTH /SOUTH AND EAST /WEST MOVEMENT DIFFERENTIAL BETWEEN TRANSFER BUILDING STRUCTURE AND TSO BUILDING STRUCTURE. PROVIDE TWO COMPRESSED SPRING SUPPORTS TO CARY DEAD LOAD OF UPPER DUCT. SUPPORT DUCTWORK WITHIN BRACE FRAME TOWER FROM BRACE FRAMES. ALL ADDITIONAL BRACES AND SUPPORTS SHALL BE GALVANIZED. CONSTRUCTION NOTES t1O9io3 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT TRANSFER /TSO BUILDING TSO ROOF LEVEL SOUTH ELEVATION HVAC REVIEWED FOR CODE COMPLIANCE APPROVED J UL 0 2 2010 ! PIL . DI NG DIVI!�I lu C' of Tukwila RECEIVED JUN 14 2010 PERMIT CENTER PROJECT NUMBER: SHT. OF: C00405C09 493 619 DRAWING NUMBER: M128 0 cn c CII •? , • - FLEX CONNECTION SECTION SCALE: 1/4" = 1' -0" DESIGNED DRAWN HPU RADIATOR BY COMPACTOR MANUFACTURER (1280 LBS) (TYP OF 2) REINFORCED CONCRETE INERTIA BASE (72 "x44 "x8" THICK) (2200 LBS) (TYP OF 2) SIESMIC ISOLATORS 0.75" STATIC DEFLECTION (TYP OF 4 PER HPU RADIATOR) LNS NBD VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" D D D 6/10/10 JAR LNS C 1/8/10 B 1/8/10 A 7/31/09 REV DATE JAR LNS JAR LNS JAR LNS CHK'D APP'D FINAL ISSUED FOR CITY OF TUKWILA PERMITS MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS ISSUED FOR CITY OF TUKWILA PERMITS REVISION DESCRIPTION 20x36 .EG -3 3000 CFM (TYP.. OF 2) 42 "x30" ACTIVE LOUVER EXHAUST King County Department of Natural Resources and Parks Solid Waste Division SCALE OF FEET LNS SECTION SCALE: 1/4" = 1' -0" LNS ENGINEERS, INC. 7713 PIONEER WAY • SUITE 0 GIG HARBOR, WASHINGTON 98335 PHONE: 253.851.5175 MO9 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT TRANSFER /TSO BUILDING COMPACTOR / LOADING AREA SECTIONS REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 2 2010 City of Tukwila , BUILDING DIVISION RECEIVED JUN 14 2010 PERMIT CENTER PROJECT NUMBER: SHT. OF: 494 C00405C09 DRAWING NUMBER: M129 619 co 0 RM NO RM NAME 201 LOBBY 202 MECHANICAL 203 CONFERENCE 204 OFFICE 1 205 OFFICE 2 206 COMM /SERVER ROOM 207 UNISEX TOILET 6 208 OFFICE STORAGE 209 SUPERVISOR OFFICE 210 BREAK ROOM 211 COPY/VENDING WOMEN'S RESTROOM 212 213 MEN'S RESTROOM 214 WOMEN'S LOCKER 215 WOMEN'S SHOWER 216 MEN'S LOCKER 217 MEN'S SHOWER 218 MEN'S LAUNDRY AREA 219 HALL 1 220 HALL 2 0 MIN 711MITilik WAslikM174 SEW «z ■ ■1..... jmnl ■ ■ ■iu■■■■iC7iaiii �, / �.`S� i ��\1">•l�II �' 21 5 MUM I 2 8 0 TY 0 '0 CD 0 CF P 0 111111E11111 216 12" , ; , , , , 10 , , O , , t , • R 8/3 • P 3 G 1 0 219 R• ID T 3 1 If 0 N C TI "0, E . 0Am. 0 SR 1 0 CF TYPOF2 r 21 0 0 T4 41] r 1 ■ EG Lez r \\\\\\"\\ N DIAW 0 RANGE HOOD EXHAUST 0 0 MO'Ho3 • HVAC FLOOR PLAN - WEST LEVEL 2 TSO LEVEL SCALE: 1/4" = 1' - 0" OPENING CALLOUTS \ ADDED AND RENUMBERED THROUGHOUT DWG. REVIEWED CODE COMPLIANCE APPROVED JUL 0 2 2010 CityofTukwila BUILDING DIVISION RECEIVED JUN 1.4 2010 PERMIT CENTER DESIGNED DRAWN LNS NBD VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" FINAL ISSUED FOR CITY OF TUKWILA PERMITS B A REV 6/10/10 1/8/10 1/8/10 JAR JAR JAR JAR CHK'D LNS LNS LNS 7/3 DATE LNS APP'D MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS ISSUED FOR CITY OF TUKWILA PERMITS REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division LNS LNS ENGINEERS, INC. 771 3 PIONEER WAY • SUITE C GIG HARBOR, WASHINGTON 98335 PHONE: 253.851.5175 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT TSO BUILDING TSO LEVEL HVAC FLOOR PLAN - WEST PROJECT NUMBER: SHT. OF: 496 C00405C09 DRAWING NUMBER: M132 619 C.0 0 0 >-. W 0 LL w C!) 0 co J J 0 H W 0 -J Z u RM NO RM NAME 201 LOBBY 202 MECHANICAL 203 CONFERENCE 204 OFFICE 1 205 OFFICE 2 206 COMM /SERVER ROOM 207 UNISEX TOILET 6 208 JANITOR 209 SUPERVISOR OFFICE 210 BREAK ROOM 211 CUSTODIAL 212 WOMEN'S RESTROOM 213 MEN'S RESTROOM 214 WOMEN'S LOCKER 215 WOMEN'S SHOWER 216 MEN'S LOCKER 217 MEN'S SHOWER 218 MEN'S LAUNDRY AREA 219 HALL 1 220 HALL 2 DI • AO 220 MANI I ♦ �� ® ®! ® ®! ®�I!!'�®I ®!! ® ®!!!!II! ®! ®! ®!!®!! I®!®®! 1m® 61r�t i�l!®!® ��®®!!®®!®!®!*%®! ® ®! ®�! ® ®!1m ® ®! ® ®! ®I�! ® ®� ® ®�i�� 12) 12x10 400 CFM (NP OF 2 24x16 RG -1 000 CFM _ 3 ..:. . 1600 var 111 ,) 24x1 6 TG -1 IN ,I I /I x � l I �� FABRIC BLADE RELIEF DAMPER ,RUSKIN NMS2 0 DESIGNED LNS DRAWN NBD VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" D C B A REV 6/10/10 1/8/10 1/8/10 7/31/09 DATE JAR JAR JAR JAR CHK'D LNS LNS LNS LNS APP'D FINAL ISSUED FOR CITY OF TUKWILA PERMITS MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS ISSUED FOR CITY OF TUKWILA PERMITS REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division LNS LNS ENGINEERS, INC. 771 3 PIONEER WAY • SUITE. C GIG HARBOR, WASHINGTON 98335 PHONE: 253.851.5175 MO9 (03 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 022010 City of Tukwila BUILDING DIVISION RECEIVED JUN 14 2010 PERMIT CENTER HVAC FLOOR PLAN - EAST LEVEL 2 ISO LEVEL SCALE: 1/4" = 1' -0" - BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT TSO BUILDING TS0 LEVEL HVAC FLOOR PLAN - EAST PROJECT NUMBER: C00405C09 SHT. 497 OF: DRAWING NUMBER: M133 619 L Cn 24x24 RG -1 1 10/24L 18 "0 i O O T IT TITI7 Fl T1 T T iii X CO c0 , J MECH. ROOM ENLARGED HVAC PLAN - UPPER LEVEL VIEW LEVEL 2 TSO LEVEL SCALE: 1/2" = 1' -0” r FT riTiTnT nTi7 nTiTEr x DESIGNED DRAWN LNS NBD 12"o— VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" IT 12 "0 X HHP T4 D 6/10/10 C 1/8/10 B 1/8/10 A 7/31/09 TIT T TI 1 o MECH. ROOM ENLARGED HVAC PLAN - MID LEVEL VIEW LEVEL 2 TSO LEVEL SCALE: 1/2" = ' -0" JAR JAR JAR JAR CO 100 14"o - 20/20 OPEN DUCT (TYP OF 4) TIT 17 TIT TI TIT TITI7T TIT 17 LNS ,LNS LNS LNS REV DATE CHK'D APP'D IT TI T I7 TI T I - 1-1 0 40-/ 60 14/12 60 'HF) TI7T TIT ITTI VAV T2 X 6" o D M13 x HHP T7 , FINAL ISSUED FOR CITY OF TUKWILA PERMITS MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS ISSUED FOR CITY OF TUKWILA PERMITS REVISION DESCRIPTION TITTITIJTTT T IT TI T, , 1 71 i I 1 � '/ 1 1 1 I ♦' I IL J I X 10/12 UP TO VAV -T1 1 6 "0 TT 11 TT H 24/16 L 7 "0 6 "0 VAV -T1 24/20 OPEN DUCT OPEN DUCT King County Department of Natural Resources and Parks Solid Waste Division 10/24L 24x24 - 4-• RG -1 LNS LNS ENGINEERS, INC. 771 3 PIONEER WAY • SUITE C GIG HARBOR, WASHINGTON 98335 PHONE: 253.851 .51 75 MECH. ROOM ENLARGED HVAC ELEVATION LEVEL 2 TSO LEVEL SCALE: 1/2" = 1' -0" CONSTRUCTION NOTES PROVIDE FILTER HOUSING FOR 20 "x20 "x4" MERV 13 FILTER. PROVIDE FILTER HOUSING FOR 20 "x24 "x4" MERV 13 FILTER. O SHOP FABRICATE FOUR LEG SUPPORTS WITH 1-1/2" X 1-1/2" X 10 GAUGE WELDED ANGLE IRON; HOT DIP GALVANIZED W/ 3" X 3 X 10 GAUGE BASE PLATE. ANCHOR TO FLOOR W/ 1/4" EXPANSION BOLTS, 2" MINIMUM EMBEDMENT, ONE PER SUPPORT LEG. TOP PERIMETER ANGLE SHALL BE SIZED TO MATCH SPRING ISOLATOR BASE PLATE. FILTER ACCESS DOOR. MO3 103 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT TS0 BUILDING TS0 LEVEL MECH. ROOM ENLARGED HVAC PLANS AND ELEVATIONS 6"0 AV-T1 0/12 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 2 2010 City of Tukwila BUILDING DIVI ION RECEIVED JUN 14 2010 PERMIT CENTER PROJECT NUMBER: SHT. OF: 498 C00405C09 DRAWING NUMBER: M134 619 E5 0 L1.1 0 w CCI 0 co J J w 0 —J Z u_ OPEN DUCT r 16"0 i I ,, \� X f� N r7 x - Imo i 1 „ t k :—:— : i x F\ 1 1 1�'\ ' 1 1 I ,, 11 16/24L I \ _ t 16 --o 1 J to CO 1 1 l 1 I i VAV -T2 1 i, 1 �\ � �-- II 1t 1 I I 1 I ( II II � ? L ON III 1 II N N I I l J 1 1 1 1 12ff J to o v-- _ � 12"0 „� r- v 1 N o i i "0 r-- r " , 6 EN o 0 m_.._.. 0 OPEN • PEN OPEN ' 711 I I IT . ._ _._. 1 -rte 1 'T H HP HHP - --- O 0 HHP HHP 0 I I __ J O w 0 r HHP C 0 T7 o T4 0 � T6 0 o o p 0 p 0 O 0 1 10 ° - — MAMMY Iliff Ur i11111 -- SPRING ISOLATOR p 4 (TYP OF 4 PER HEAT PUMP) , N , N i 4 r N 4 N 4 Cn 24x24 RG -1 1 10/24L 18 "0 i O O T IT TITI7 Fl T1 T T iii X CO c0 , J MECH. ROOM ENLARGED HVAC PLAN - UPPER LEVEL VIEW LEVEL 2 TSO LEVEL SCALE: 1/2" = 1' -0” r FT riTiTnT nTi7 nTiTEr x DESIGNED DRAWN LNS NBD 12"o— VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" IT 12 "0 X HHP T4 D 6/10/10 C 1/8/10 B 1/8/10 A 7/31/09 TIT T TI 1 o MECH. ROOM ENLARGED HVAC PLAN - MID LEVEL VIEW LEVEL 2 TSO LEVEL SCALE: 1/2" = ' -0" JAR JAR JAR JAR CO 100 14"o - 20/20 OPEN DUCT (TYP OF 4) TIT 17 TIT TI TIT TITI7T TIT 17 LNS ,LNS LNS LNS REV DATE CHK'D APP'D IT TI T I7 TI T I - 1-1 0 40-/ 60 14/12 60 'HF) TI7T TIT ITTI VAV T2 X 6" o D M13 x HHP T7 , FINAL ISSUED FOR CITY OF TUKWILA PERMITS MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS ISSUED FOR CITY OF TUKWILA PERMITS REVISION DESCRIPTION TITTITIJTTT T IT TI T, , 1 71 i I 1 � '/ 1 1 1 I ♦' I IL J I X 10/12 UP TO VAV -T1 1 6 "0 TT 11 TT H 24/16 L 7 "0 6 "0 VAV -T1 24/20 OPEN DUCT OPEN DUCT King County Department of Natural Resources and Parks Solid Waste Division 10/24L 24x24 - 4-• RG -1 LNS LNS ENGINEERS, INC. 771 3 PIONEER WAY • SUITE C GIG HARBOR, WASHINGTON 98335 PHONE: 253.851 .51 75 MECH. ROOM ENLARGED HVAC ELEVATION LEVEL 2 TSO LEVEL SCALE: 1/2" = 1' -0" CONSTRUCTION NOTES PROVIDE FILTER HOUSING FOR 20 "x20 "x4" MERV 13 FILTER. PROVIDE FILTER HOUSING FOR 20 "x24 "x4" MERV 13 FILTER. O SHOP FABRICATE FOUR LEG SUPPORTS WITH 1-1/2" X 1-1/2" X 10 GAUGE WELDED ANGLE IRON; HOT DIP GALVANIZED W/ 3" X 3 X 10 GAUGE BASE PLATE. ANCHOR TO FLOOR W/ 1/4" EXPANSION BOLTS, 2" MINIMUM EMBEDMENT, ONE PER SUPPORT LEG. TOP PERIMETER ANGLE SHALL BE SIZED TO MATCH SPRING ISOLATOR BASE PLATE. FILTER ACCESS DOOR. MO3 103 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT TS0 BUILDING TS0 LEVEL MECH. ROOM ENLARGED HVAC PLANS AND ELEVATIONS 6"0 AV-T1 0/12 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 2 2010 City of Tukwila BUILDING DIVI ION RECEIVED JUN 14 2010 PERMIT CENTER PROJECT NUMBER: SHT. OF: 498 C00405C09 DRAWING NUMBER: M134 619 E5 0 L1.1 0 w CCI 0 co J J w 0 —J Z u_ 0' TITITTT - CWR CWS DESIGNED LNS DRAWN NBD VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" MECH. ROOM ENLARGED PIPING PLAN LEVEL 2 TSO LEVEL SCALE: 1/2" = —0" C REV 7T TIT TT HHP T4 6/10/10 1/8/10 CWR CWS- 1/8/ 7/31/09 DATE JAR JAR JAR JAR CHK'D LNS LNS LNS LNS APP'D 4 -1 -1 /2" O 2 "FFD -1 HHP T6 CWR CWS– CWR CWS FINAL ISSUED FOR CITY OF TUKWILA PERMITS MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS ISSUED FOR CITY OF TUKWILA PERMITS REVISION DESCRIPTION F TIT TI T King County Department of Natural Resources and Parks Solid Waste Division LN S LNS ENGINEERS, INC. 771 3 PIONEER WAY • SUITE C GIG HARBOR, WASHINGTON 98335 PHONE: 253.851.51 75 MECH. ROOM ENLARGED PIPING ELEVATION LEVEL 2 TSO LEVEL SCALE: 1/2" = 1' -0" MO' 103 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT TS0 BUILDING TS0 LEVEL MECH. ROOM ENLARGED PIPING PLANS AND ELEVATION REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 2 2010 City of Tukwila BUILDING Mom PROJECT NUMBER: RECEIVED JUN 14 2010 PERMIT CENTER C00405C09 SHT. OF: 499 619 DRAWING NUMBER: M135 0 0 c z 0 0 co c V V W ce 0 co W V, O CO —J —J Q U w 0 LL HHP HI– P HHP HHP T HHP T4 r T6} r r 1„ -- I I �I 1 I 1 _ _ “ 2 “ 2 R R I . CWR I CW S CWS ,, • N— 2 "FFD -1 0' TITITTT - CWR CWS DESIGNED LNS DRAWN NBD VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" MECH. ROOM ENLARGED PIPING PLAN LEVEL 2 TSO LEVEL SCALE: 1/2" = —0" C REV 7T TIT TT HHP T4 6/10/10 1/8/10 CWR CWS- 1/8/ 7/31/09 DATE JAR JAR JAR JAR CHK'D LNS LNS LNS LNS APP'D 4 -1 -1 /2" O 2 "FFD -1 HHP T6 CWR CWS– CWR CWS FINAL ISSUED FOR CITY OF TUKWILA PERMITS MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS ISSUED FOR CITY OF TUKWILA PERMITS REVISION DESCRIPTION F TIT TI T King County Department of Natural Resources and Parks Solid Waste Division LN S LNS ENGINEERS, INC. 771 3 PIONEER WAY • SUITE C GIG HARBOR, WASHINGTON 98335 PHONE: 253.851.51 75 MECH. ROOM ENLARGED PIPING ELEVATION LEVEL 2 TSO LEVEL SCALE: 1/2" = 1' -0" MO' 103 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT TS0 BUILDING TS0 LEVEL MECH. ROOM ENLARGED PIPING PLANS AND ELEVATION REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 2 2010 City of Tukwila BUILDING Mom PROJECT NUMBER: RECEIVED JUN 14 2010 PERMIT CENTER C00405C09 SHT. OF: 499 619 DRAWING NUMBER: M135 0 0 c z 0 0 co c V V W ce 0 co W V, O CO —J —J Q U w 0 LL RM NO RM NAME 201 LOBBY 202 MECHANICAL 203 CONFERENCE 204 OFFICE 1 205 OFFICE 2 206 COMM /SERVER ROOM 207 UNISEX TOILET 6 208 JANITOR 209 SUPERVISOR OFFICE 210 BREAK ROOM 211 CUSTODIAL 212 WOMEN'S RESTROOM 213 MEN'S RESTROOM 214 WOMEN'S LOCKER 215 WOMEN'S SHOWER 216 MEN'S LOCKER 217 MEN'S SHOWER 218 MEN'S LAUNDRY AREA 219 HALL 1 220 HALL 2 01 E ACOUSTIC WALL ENETRATIONS FRO TO ROOM 205 DESIGNED LNS NBD VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" D 6/10/10 JAR LNS C 1/8/10 JAR LNS B 1/8/10 JAR LNS A 7/31/09 JAR LNS REV DATE CHK'D APP'D FINAL ISSUED FOR CITY OF TUKWILA PERMITS MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS ISSUED FOR CITY OF TUKWILA PERMITS REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division LNS LEVEL 2 TS0 LEVEL SCALE: 1 /4" = 1' -0" LNS ENGINEERS, INC. 7713 PIONEER WAY • SUITE C GIG HARBOR, WASHINGTON 98335 PHONE: 253.851.5175 M09103 PLUMBING FLOOR PLAN - EAST REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 2 2010 City of Tukwila BUILDING DIVISION RECEIVED JUN 14 2010 PERMIT CENTER BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT TS0 BUILDING TS0 LEVEL PLUMBING FLOOR PLAN - EAST PROJECT NUMBER: SHT. 501 C00405C09 OF: DRAWING NUMBER: M137 619 N 0 0 0 N 0 0 w V 0 0 w 0 LL w co V , 0 00 d- J J U U ft 0 1-!_ 0 w J Z LL „,„1„ , z z z z z z z • EQUIPMENT SUPPORTS W/0.75” STATIC DEFLECTION SEISMIC RESTRAINT SPRING ISOLATION (TYP OF 6) SCALE: 1/2" = 1' -0" SEE DETAIL 7/A182 SEE DETAIL 6/A182 DRY COOLER SECTION DESIGNED LNS DRAWN NBD VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" D B REV 6/10/10 1/ 1/8/10 7/31/09 DATE LEX CONNECTIONS " 2 CWS & CWR W/ CONTROL RACEWAY PIPE PENETRATION SYSTEM W/ FLEXIBLE BOOTS AND DOUBLE SST DRAW BANDS JAR JAR JAR JAR CHK'D e� �� M019 COMPRESSED SPRING SUPPORT TO CARY DEAD LOAD OF UPPER DUCT (TYP OF 2) EF -T2 EXHAUST DUCT SECTION SCALE: 1 /4" = 1' -0" (EF -T3 SIMILAR) LNS LNS LNS LNS APP'D 4 SEE DETAIL 6/A182 FOR CURB DETAIL. PROVIDE CONTINUOUS WELD FLASHING COLLAR SMACNA RIDCS - FIG. 15 -15. FINAL ISSUED FOR CITY OF TUKWILA PERMITS MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS ISSUED FOR CITY OF TUKWILA PERMITS REVISION QESCRIPTION DUST COLLECTION INTAKE DETAIL SCALE: 1/2" = 1' -0" 2 0 2 30"0 • SCALE OF FEET CONTINUOUS WELD FLASHING. EXTEND DOWN 4" FROM TOP OF CURB DUST COLLECTION SYSTEM INLET PROVIDE BELLMOUTH INLET FITTING W/ 12 GAUGE - 1" MESH SST SCREEN LNS LNS ENGINEERS, INC. 771 3 PIONEER WAY • SUITE C GIG HARBOR, WASHINGTON 98335 PHONE: 253.851.5175 LAI King County Department of Natural Resources and Parks Solid Waste Division ENLARGED MECHANICAL ROOF PLAN ROOF TRANSFER & TSO BUILDING SCALE: 1/8" = 1' -0" MO9'1O3 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT TRANSFER /TSO BUILDING TS0 ROOF LEVEL ENLARGED HVAC PLAN REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 2 2010 CityotTukwila BUILDING DIVISION RECEIVED JUN 14 2010 PERMIT CENTER PROJECT NUMBER: C00405C09 SRT. OF: 502 DRAWING NUMBER: M138 619 0 0 Li] 0 u_ LI..I m 0 00 'd J —J U J z 1-800-424-5555 .._.._.. c c ....... 16`x16 , � 1 L I 1 6'x16 11 DUCT DUCT DOOR �► . CESS DOOR a --IN-RISER I — ACCESS' ,,..I -RISER IN DUCT e TY,R ----- . u 16"x16" DUCT -..-- 16"x16" ---- ACCESS DOOR D TF C ACCESS DOOR 1 SEE DETAIL IS SHEET . _ II I I O I IN WI � I IlL 1 II • -� 1 --- - J - , R-nn 1 0 f\A T 16 "x16" ACCESS = 1 "x16" UCT EF T ,, T3 el fi DUC ACCESS D00' OOR 0 �- 30 � » 4 VTI M128 -� DETAIL D SHEET hio RC 0 O SEE THI DC de SEE DETAIL 6/A182 . API -, o�� a� ) 1 FOR CURB I I M138 M138 SIM. �C DETAIL. PROVIDE CO WELD FLASHING .0 • TINUOUS ; : SMACNA O OPPOSITE HAND Q B RIDCS - FIG. 15 -15 , t3 : (TYP ALL 0 Alik TSO ROOF DUCT PE ETRATIONS) 1111111/ 111 1UI /11IIII/IIaI11/111I11111 I IIIIG O C e 4 VTR - SEE DETAIL 5/A182 .EL II IIIll1I11I un 1111111111111nn 11111111111 11111111IIIIIIIIII In I;: �c� '.�...( wJ l \D. 1 RD- 1 ?:i 1 !)4Il ilia% , �f. ►il►`+1 � ) � w * 41 4►t1►1► 441.4 >1 ►'Jh ! ►` �1►Y k1 le i . E ► ► lI#4 9 0 1 , ' , ,,► I►, ►I�� ►� ►11 V►4 ►4►,W yl h'� 0% 1 0 4''. ► ►i ►� ► .4Y 4►,►4 ► "1V -1 t4 ► rYiY AIM ►�i f it GY r ► ,M 1Y r li t1► iR ►• , ►,1, ► l � I �lP ►G►dYi1 � ►U ► {Y ■ 1I +IR �V ► �P+ 1► ►, �Y �► ►. ►� ' I �i�Rf 1�r w: �► ► , ►, ► l� � ►� 4► 1► �1� iM ►, ► 1: ►�w ►1 ►�1 ,1. i► ► ±Y'��M ► �t► 1 f► ► il►f�r :i ►1 ► f4 ► +1►�I+�I 4 ►1 ►1 { . 4 ► h 1 ►4 1 ►r ►rOy 1 °0 ' 1 0 V � �I h i► , ► 1 ►A∎• r i ►1 F M ►� ►�► 4 ► l► l► i i f � U ► jl ,► 1 ►�1 ► ► ,h ► t o l is ►,► ►, ►� ° ' 4 , ► ►,► I M ► ► 1 �h 1 �►'� 1 1► ► ►w ► 1 �i /f ►� ►4k ►111 11 � �1 + 1 .40 i i 1 ►b 1 11 i ► ►.1,.l ►M�ik ►,► /1 ►' l�hG ,► 1h,► 1► ti li .it ►, �► ► ,► �� 4 ►. i SE_ D 4/A182 (TYP) If 1 ... t 1MAIII ►, ►� ►a►, ►. ►,li „,„1„ , z z z z z z z • EQUIPMENT SUPPORTS W/0.75” STATIC DEFLECTION SEISMIC RESTRAINT SPRING ISOLATION (TYP OF 6) SCALE: 1/2" = 1' -0" SEE DETAIL 7/A182 SEE DETAIL 6/A182 DRY COOLER SECTION DESIGNED LNS DRAWN NBD VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" D B REV 6/10/10 1/ 1/8/10 7/31/09 DATE LEX CONNECTIONS " 2 CWS & CWR W/ CONTROL RACEWAY PIPE PENETRATION SYSTEM W/ FLEXIBLE BOOTS AND DOUBLE SST DRAW BANDS JAR JAR JAR JAR CHK'D e� �� M019 COMPRESSED SPRING SUPPORT TO CARY DEAD LOAD OF UPPER DUCT (TYP OF 2) EF -T2 EXHAUST DUCT SECTION SCALE: 1 /4" = 1' -0" (EF -T3 SIMILAR) LNS LNS LNS LNS APP'D 4 SEE DETAIL 6/A182 FOR CURB DETAIL. PROVIDE CONTINUOUS WELD FLASHING COLLAR SMACNA RIDCS - FIG. 15 -15. FINAL ISSUED FOR CITY OF TUKWILA PERMITS MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS ISSUED FOR CITY OF TUKWILA PERMITS REVISION QESCRIPTION DUST COLLECTION INTAKE DETAIL SCALE: 1/2" = 1' -0" 2 0 2 30"0 • SCALE OF FEET CONTINUOUS WELD FLASHING. EXTEND DOWN 4" FROM TOP OF CURB DUST COLLECTION SYSTEM INLET PROVIDE BELLMOUTH INLET FITTING W/ 12 GAUGE - 1" MESH SST SCREEN LNS LNS ENGINEERS, INC. 771 3 PIONEER WAY • SUITE C GIG HARBOR, WASHINGTON 98335 PHONE: 253.851.5175 LAI King County Department of Natural Resources and Parks Solid Waste Division ENLARGED MECHANICAL ROOF PLAN ROOF TRANSFER & TSO BUILDING SCALE: 1/8" = 1' -0" MO9'1O3 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT TRANSFER /TSO BUILDING TS0 ROOF LEVEL ENLARGED HVAC PLAN REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 2 2010 CityotTukwila BUILDING DIVISION RECEIVED JUN 14 2010 PERMIT CENTER PROJECT NUMBER: C00405C09 SRT. OF: 502 DRAWING NUMBER: M138 619 0 0 Li] 0 u_ LI..I m 0 00 'd J —J U J z 1-800-424-5555 01 SUPPLY BLOWER -- COIL C - - =. =.- °4 . •4 °a .d AHU -T1 SECTION SCALE: 1/2" = 1'0" AHU -T1 SECTION SCALE: 1/2" = 1' -0" DESIGNED LNS DRAWN NBD VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" C A REV FILTERS 6/ 1 /8/ 1 0 1/8/10 7/31/09 DATE JAR JAR JAR JAR CHK'D LNS LNS LNS LNS APP'D mimplumnumnspmammisem . - : IleflOROMIN ee FINAL ISSUED FOR CITY OF TUKWILA PERMITS MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS ISSUED FOR CITY OF TUKWILA PERMITS REVISION DESCRIPTION MECH. RM C06/SHAFT SECTION SCALE: 1/4" = 1'0" King County Department of Natural Resources and Parks Solid Waste Division LNS LNS ENGINEERS, INC. 7713 PIONEER WAY • SUITE C GIG HARBOR, WASHINGTON 98335 PHONE: 253.851.5175 •• SCALE: 1 /4" = 1'0" C06 WWHP -T2 MO'M 00 �•t MECH. RM C06 /LOADING AREA 109 SECTION — '3 "CWS 3 "CWR 4 ", 1 -1/4" TSO BUILDING MECHANICAL SHAFT SECTIONS AND DETAILS BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 2 2010 City of Tukwila BUILDING DIVISION RECEIVED JUN 14 2010 PERMIT CENTER PROJECT NUMBER: C00405C09 SHT. OF: 503 619 DRAWING NUMBER: M139 TSO - ROOF LEVEL HPU 1/2 HEAT EXCHANGERS BY COMPACTOR MANUFACTURER TSO - UPPER U CW COMPACTOR LEVEL LEVEL AHU -T1 VAV ROOFTOP UNIT HEATING COIL CWS 50 — 80 F (RESET W/ O.A.T.) 2000 GAL WATER STORAGE TANK ST -T1 TSO - EQUIPMENT LEVEL HEAT RECOVERY ENABLE CONTACT IN HPU CONTROL PANEL ONE(1) FOR EACH HPU CIRCU • CWS P -T5 P -T3A /B P -T1 66.2 GPM CWR P -T2 15.0 GPM DESIGNED LNS DRAWN NBD VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" HWS HWS HWR 2 U U U CWS D REV CVIR L ELECTRIC BOILER EB -T1 FUEL STORAGE TANK HEAT EXCHANGER HX -F1 6/10/10 1/8/10 1/8/10 7/31/09 DATE 9.0 GPM LOCKERS HHP -T3 T FCV HWR CWR CWR CWR CWR CWR JAR JAR JAR JAR CHK'D NO SCALE LNS LNS LNS LNS APP'D HWS—i 6.0 GPM OFFICE/ BREAK HHP -T4 FCV c CWR CWS DC -T1 DRY COOLER CW HWS WS BF -T1 LEGEND FCV FLOW CONTROL VALVE H.H.P. HYDRONIC HEAT PUMP O.A.T. OUTSIDE AIR TEMP. IN -LINE PUMP - CWR 6.0 GPM SERVER HHP -T5 CWS FCV 1 (C HWR HWR HWR (DISABLED ABOVE 110°F 55 F O.A.T.) rx n 2 475 GAL BUFFER TANK P -T4 HVAC SYSTEM DIAGRAM - HYDRONIC TEMPERATURE CONTROL SENSOR IN INSERTION WELL WR HWR HWR HWR HWR HWR P -T6 HWS HWS HWS HWS 5.0 GPM 4.0 GPM CWR CIRC. & OFFICE HHP -T6 FCV 1 CWS CW WATER TO WATER WWHP -T1 BREAK ROOM HHP-T1 FCV 3.0 GP CWS B 114A M CWS FINAL ISSUED FOR CITY OF TUKWILA PERMITS MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS ISSUED FOR CITY OF TUKWILA PERMITS REVISION DESCRIPTION CWR 14.0 GPM HFCV — 9.0 GPM CONF. ROOM HHP -T7 CWS FCV 1 CWR U WS ce U (RESET W/ O.A.T.) 50 -80 F c U WATER TO WATER WWHP -T2 FCV 6.2 GPM CWS SJ 3 U CWR v 52.2 GPM — v CWR dWR U ce CWR U CWS CWS U 9.0 GPM FCV COPY & VENDING 100 CFM { MULTI- PURPOSE HHP -T2 RESTROOM 375 CFM King County Department of Natural Resources and Parks Solid Waste Division EXHAUST AIR JAN LOCKERS 50 CFM 520 CFM TSO - UPPER LEVEL 400 CFM MISTING /RISER ROOMS FOR PRESSURIZATION VAV -T5 MERV 13 FILTER L (TYP) f ISO - EQUIPMENT LEVEL COMPACTOR LEVEL ROOFTOP EXHAUST FAN EF T4 1125 CFM XXXXXXX LOCKERS HHP -T3 VAV -T7 - CV - 50 CFM (45) BREAK ROOM HHP -T1 1 1 50 CFM ROOM 103 100 CFM (80) M09 -1o3 xxxxxxx OFFICE/ LUNCH HHP -T4 LNS LNS ENGINEERS, INC. 771 3 PIONEER WAY • SUITE C GIG HARBOR, WASHINGTON 98335 PHONE: 253.851.5175 TSO - ROOF LEVEL VAV -T8 — CV - 50 CFM (120) 100 CFM LOBBY 50 CFM ROOM 119 XXXXXXX SERVER HHP -T5 VAV -T3 MERV 13 FILTER C XXXXXXX CIRC. & PERIM OFFICE HHP -T6 2500 -3340 CFM AHU -T1 VAV ROOFTOP UNIT W/ HEATING COIL VAV -T2 OFFICE 205 M M X X X CONF. ROOM HHP -T7 XXXXXXX MULTI- PURPOSE HHP -T2 I 1 0 CFM MULTI - PURPOSE MENS WOMENS PUMP ROOM VESTIBULE ELEC. RESTROOM RESTROOM 111 0 C ROOM PRESSURIZATION FOR DUST CONTROL HVAC SYSTEM DIAGRAM- AIRSIDE NO SCALE VAV CO2 CONTROL VAV -T4 350 -67 ' CFM XXXXXXX 250 CFM � LOBBY BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT TSO BUILDING TSO HVAC DIAGRAMS HYDRONIC AND AIRSIDE NOTE: IN ORDER TO COMPLETE THE LEED IAQ FLUSH PRIOR TO OCCUPANCY (EQ CREDIT 3.2) FRESH AIR VOLUMES NEED TOBE ADJUSTED IN ORDER TO COMPLETE FLUSHING IN 25 DAYS. IAQ FLUSHING AIR VOLUMES ARE NOTED IN PARENTHESIS (XX). AT THE COMPLETION OF FLUSHING, AIR VOLUMES SHALL BE REBALANCED TO DESIGN AIR QUANTITIES. VAV -T1 VAV CO 80 CFM CONTROL VAV -T6 CV ELEVATOR ELEV. SHAFT MACHINE ROOM 0 REVIEWED FO CODE COMPLIANCE APPROVED JUL 02 2010 City of Tukwila BUILDING DIVISION RECEIVED JUN 14 2010 PERMIT CENTER PROJECT NUMBER: C00405C09 SHT. OF 504 DRAWING NUMBER: M141 619 CO N O Cn TSO ROOF LEVEL 2" CWS & CWR TO HYDRONIC HEAT PUMP UNITS HHP —T3 THROUGH HHP -T7 2" CWS & CWR TO WWHP —T1 SEE DRAWING M146 FOR CONTINUATION ISO EQUIPMENT LEVEL DESIGNED DRAWN 2" LNS NBD CWS CWR VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING POC 0 COMPACTOR NO.2 HEAT EXCHANGER BY SS1 D 6/10/10 JAR LNS C 1/8/10 JAR LNS B 1/8/10 JAR LNS A 7/31/09 JAR LNS 0 1" REV DATE CHK'D APP'D CWR POC NFK ON HPU'S HPU ROOM cws CWS CWR 1-1/4" CWS & CWR TO HYDRONIC HEAT PUMP UNIT HHP —T2 COMPACTOR NO.1 HEAT EXCHANGER BY SS1 1 1/4" CWS & CWR TO HHP —T1 AND WWHP —T2 SEE DRAWING M146 FOR CONTINUATION 2 " POC Vi -- 1-1 P -3B FINAL ISSUED FOR CITY OF TUKWILA PERMITS MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS ISSUED FOR CITY OF TUKWILA PERMITS REVISION DESCRIPTION P -3A CWR \-2 0 (TYP) SENSOR NP HYDRONIC SYSTEM DIAGRAM NEAR STORAGE TANK NOT TO SCALE CWS r A M125 King County Department of Natural Resources and Parks Solid Waste Division 2 1/2" THERMOMETER (TYP) 2000 GALLON STORAGE TANK ST —T2 LNS MANUAL AIR VENT PS / 2 , PRESSURE SENSOR PRESSURE RELIEF VALVE (50 PSI SETTING) ROUTE DISCHARGE TO FLOOR DRAIN (TYP.) CWR n CO 1 BYPASS CHEMICAL FEED TANK --�� I C LNS ENGINEERS, INC. 771 3 PIONEER WAY • SUITE C GIG HARBOR, WASHINGTON 98335 PHONE: 253.851.5175 AUTOMATIC AIR VENT H CWS -0, V) U X109- l03 0 PRV (30 PSI) 2" NPW CWS ce U CWR CWS P —T5 P/T PLUG (TYP.) icv PROVIDE FLEX CONNECTIONS AT DRY COOLER P -1 ELECTRIC BOILER EB —T1 1 P —T7 - e' P T2 V 1 ),H _ w CWS CWR J T — 1 ,.- - _ 1 ICI 2 "FFD -1 '- HOUSEKEEPING PAD R EVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 2 2010 City of Tukwila B UILDING 111VIclfN BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT TRANSFER /EMPLOYEE BUILDING HYDRONIC SYSTEM DIAGRAM PART 1 i DRY COOLER 1 S I 1/4" MANUAL AIR VENT VALVE : U U U 1 FLOW SWITCH AIR CHARGE VALVE 3" EXPANSION TANK ET —T 1 RECEIVED JUN 1 4 2010 PERMIT CENTER PROJECT NUMBER: SHT. OF: 508 C00405C09 DRAWING NUMBER: M145 619 -v 0_ Y 1 0 co cn 1 0 TSO ROOF LEVEL 1 /4" MANUAL AIR VENT VALVE W/ 3FT OF 1/2" FLEX TUBING TEE WITH THERMO WELL & THERMOMETER AIRFLOW TSO EQUIPMENT LEVEL TSO COMPACTOR LEVEL CI c AHU —T1 HEATING COIL DESIGNED DRAWN LNS NBD NO VERIFY SCALE NC THREE —WAY CONTROL VALVE MAX. PD = 10 FT H2O COMBINATION BALANCE/ SHUT OFF VALVE W/ MEMORY STOP PLUG COCK SET TO MATCH COIL PRESSURE DROP STRAINER W/ CAPPED DRAIN VALVE 01-- HWS BALL VALVE CAPPED HOSE BIBB DRAIN VALVE D 6/10/10 C 1/8/10 B 1/8/10 HWR PRV (30 PSI) JAR JAR JAR LNS LNS LNS BAR IS ONE INCH ON A 7/31/09 JAR LNS ANSI "D" DRAWING 0 1" REV DATE CHK'D APP'D 3/4 BYPASS CHEMICAL FEED TANK SEE 2" AUTOMATIC AIR VENT PRESSURE GAUGE (TYP) 1 " HWS /HWR IN INSULATED ENCASEMENT WITH CONTROL AND POWER RACEWAYS 1 Q109 PRV (30 PSI) HWR \- NPW 3/4" FLOW SWITCH FS HWS FINAL ISSUED FOR CITY OF TUKWILA PERMITS TEMPERATURE SENSOR (TYP) MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS ISSUED FOR CITY OF TUKWILA PERMITS REVISION DESCRIPTION 3/4" CWS & CWR T HHP -T1 HOUSEKEEPING PAD HWS - HWR- e MANUAL AIR VENT AE —T2 ET —T2 PRV (50 PSI) 475 GALLO BUFFER TANK BT -T1 MAINTAIN SERVICE CLEARANCE PRESSURE SENSOR " Cy -HWS 5 -HWR King County Department of Natural Resources and Parks Solid Waste Division HWR NPW 3/4 P/T PLUG (TYP) 1 1 /4" CWS & CWR FROM EQUIPMENT LEVEL SEE DRAWING M145 FOR CONTINUATION MANUAL AIR VENT ( FFIA - 1 P —T4 �- 2 " FFD- LNS HOUSEKEEPING PAD 00 AUTOMATIC AIR VENT AE —T3 ET —T3 PRV (50 PSI) THERMOMETER (TYP) P/T PLUG (TYP) Ho-1—D c—T-4I T\- HOUSEKEEPING PAD HEAT EXCHANGER HX -F1 LNS ENGINEERS, INC. 7713 PIONEER WAY • SUITE C GIG HARBOR, WASHINGTON 98335 PHONE: 253.851.5175 1 TEMPERATURE SENSOR (TYP) THERMOMETER (TYP) FUEL OIL STORAGE TANK HYDRONIC SYSTEM DIAGRAMS NOT TO SCALE •4 CWS SEE DRAWING M145 FOR CONTINUATION ► CWR 5 FLOW CONTROL VALVE 30.0 GPM M6q l03 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT TRANSFER /EMPLOYEE BUILDING HYDRONIC SYSTEM DIAGRAM PART 2 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 2 2010 City of Tukwila BUILDING DIVISIm RECEIVED JUN 14 2010 PERMIT CENTER PROJECT NUMBER: SHT. OF: 509 C00405C09 DRAWING NUMBER: M146 619 M 0 W W 0 0, co 0 0 co 0 0 0 i 0 M 0 0 0 N MECHANICAL SEQUENCE OF OPERATION SUPPLY /EXHAUST /FANS: 0 EF -T1 & SF -T1 (COMPACTOR LEVEL GENERAL EXHAUST): • INTERFACE WITH COMPACTOR LEVEL MOTION SENSOR (DIV 26) TO START FANS WHEN VEHICLES BACK INTO THE COMPACTOR BAYS/TOP LOAD BAY. STOP AFTER PROGRAMMED (ADJUSTABLE) DURATION. • INTERFACE WITH GAS MONITORING SYSTEM (DIV 26) TO START FANS WHEN AN ALARM CONDITION IS PRESENT. STOP WHEN CONDITION CLEARS. SEE DWG E015 • START FANS BY MOMENTARY PUSH BUTTON CONTROL IN COMPACTOR BAY CO1 OR TOP LOAD BAY CO2 FOR PROGRAMMED DURATION (ADJUSTABLE). • STOP SUPPLY FAN SF -T1 BY INLET SMOKE DETECTOR. • STOP IF BUILDING FIRE ALARM SYSTEM (DIV 26) IS ACTIVATED. • PROVIDE FAN STATUS (CURRENT SENSING RELAY). 0 EF -T2 & EF -T3 (TRANSFER BUILDING GENERAL EXHAUST) AND EF -T11 (NPA): • OPERATE EF -T -2 & EF -T3 THROUGH VFD'S WITH ROOF MOUNTED WIND VELOCITY SENSOR TO MODULATE THE FANS FROM 20% AT 4 MPH WIND SPEED (ADJUSTABLE) TO 100% AT 1 MPH. • OPERATE AT 100% FLOW THROUGH FLOOR OPERATOR WIRELESS REMOTE CONTROLLERS (START /STOP) ■ STOP IF BUILDING FIRE ALARM SYSTEM (DIV 26) IS ACTIVATED • PROVIDE FAN STATUS AND SPEED SETTING (VFD INTERFACE) • INTERFACE WITH GAS MONITORING SYSTEM (DIV 26) TO START FANS WHEN AN ALARM CONDITION IS PRESENT IN THE TIPPING FLOOR SELF HAUL OR RECEIVING FLOOR COMMERCIAL. STOP WHEN CONDITION CLEARS. 0 EF -T4 (TSO LEVEL 2 GENERAL EXHAUST): • PROGRAMMED START /STOP CONTROL ■ PROVIDE FAN STATUS (CURRENT SENSING RELAY) • STOP IF BUILDING FIRE ALARM SYSTEM (DIV 26) IS ACTIVATED 0 EF- T4 /EF- T5 /EF- T6 /EF- T7 /EF -T8 (INDIVIDUAL TOILET ROOM EXHAUST): • INDIVIDUAL PROGRAMMED START /STOP CONTROL • PROVIDE FAN STATUS (CURRENT SENSING RELAY) • STOP IF BUILDING FIRE ALARM SYSTEM (DIV 26) IS ACTIVATED 0 EF -T9 (HPU ROOM) ■ OPERATE THROUGH ROOM TEMPERATURE SENSOR TO CONTROL FAN FOR VENTILATION COOLING (ADJUSTABLE SETPOINT START /START) ■ INTERLOCK FAN OPERATION WITH MOTORIZED DISCHARGE DAMPER • START FAN BY MOMENTARY PUSH BUTTON CONTROL FOR ADJUSTABLE DURATION • PROVIDE FAN STATUS (CURRENT SENSING RELAY) ■ STOP IF BUILDING FIRE ALARM SYSTEM (DIV 26) IS ACTIVATED • WHEN ACTIVATED BY. MANUAL INTERVAL TIMER IN LOADING AREA 109, OPEN DAMPER TO LOADING AREA 109 AND CLOSE DAMPER TO HPU ROOM 107 AND OPERATE FAN FOR DURATION SET THEN SHUT DOWN EF -T9 AND RETURN DAMPERS TO NORMAL POSITION TO EXHAUST FROM HPU ROOM 107 0 EF -T10 (ELECTRICAL ROOM 115) • OPERATE THROUGH ROOM TEMPERATURE SENSOR TO CONTROL FAN FOR VENTILATION COOLING (ADJUSTABLE SETPOINT START /START) ■ START FAN BY MOMENTARY PUSH BUTTON CONTROL FOR ADJUSTABLE DURATION. • PROVIDE FAN STATUS (CURRENT SENSING RELAY) • STOP IF BUILDING FIRE ALARM SYSTEM (DIV 26) IS ACTIVATED 0 HPU RADITOR EXHAUST • HPU RADIATORS ARE CONTROLLED INDEPENDENT OF THE BAS SYSTEM • PROVIDE INTERLOCK WITH RADIATOR FAN TO OPEN DISCHARGE DAMPER (BAS SUPPLIED /CONTROLLED). CLOSE DAMPER WHEN RADIATOR FAN SHUTS DOWN. • ELEVATOR MACHINE ROOM HP- T1 /CU -T1 - ELEVATOR MACHINE ROOM HEATING & COOLING - HARD WIRED THERMOSTAT - MONITOR ROOM TEMPERATURE DESIGNED DRAWN LNS NBD VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" D 6/10/10 C 1/8/10 B 1/8/10 A 7/31/09 REV DATE JAR JAR JAR JAR CHK'D LNS LNS LNS LNS APP'D FINAL ISSUED FOR CITY OF TUKWILA, PERMITS MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS ISSUED FOR CITY OF TUKWILA PERMITS REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division • ELECTRIC HEATERS 0 EWH -T1 TO EWH -T -6 (INDIVIDUAL TOILET ROOMS AND FIRE SPRINKLER ROOM 114): • INTEGRAL HEATER CONTROL, NO BAS CONTROL OR MONITORING 0 IRH -R1 ( RECYCLE WARMING ROOM 602 RADIANT HEATER) • ACTIVATED BY MOTION SENSOR TO MAINTAIN SPACE OCCUPIED TEMPERATURE SETPOINT (ADJUSTABLE) FOR DURATION OF OCCUPANCY. • MAINTAIN SPACE SETBACK TEMPERATURE (ADJUSTABLE) WHEN NOT OCCUPIED. . 0 IRH -T1 (TIPPING FLOOR SOUTH EMPLOYEE WARMING AREA) 0 IRH -T2 (RECEIVING FLOOR SOUTH EMPLOYEE WARMING AREA) 0 IRH -T3 (TIPPING FLOOR NORTH EMPLOYEE WARMING AREA) 0 IRH -T -5 (COMPACTOR LEVEL COMPACTOR #1 WARMING AREA) 0 IRH -T -6 (COMPACTOR LEVEL COMPACTOR #2 WARMING AREA) • EACH WARMING STATION RADIANT HEATER - ACTIVATED BY MOTION SENSOR WITH BAS LOCKOUT ABOVE 50F (ADJUSTABLE) • OFF WHEN NOT OCCUPIED 0 UH -T1 & UH -T2 (FIRE SPRINKLER ROOM 106 /MISTING ROOM 106) • EACH ROOM WALL SENSOR CONTROL TO MAINTAIN TEMPERATURE (ADJUSTABLE) • MONITOR TEMPERATURE BP -T1 BOOSTER PUMP (MECHANICAL ROOM C06) 0 SYSTEM WITH PRESSURE CONTROL INTEGRAL TO BOOSTER SYSTEM • MONITOR PUMP DISCHARGE PRESSURE • MONITOR BOOSTER PUMP CONTROLLER FOR ALARM STATUS • MONITOR NPW WATER • FACILITY WATER FLOW METER INPUT OF WATER FLOW DATA TO THE BAS SYSTEM WILL BE PROVIDED THROUGH THE SCADA SYSTEM (DIV 40) ■ BAS TO DISPLAY WATER FLOW AND CONSUMPTION INFORMATION FROM SIX WATER FLOW METERS ON A MONITOR DISPLAY IN THE TSO BREAK ROOM. DISPLAY WILL PROVIDE DAILY/WEEKLY /MONTHLY AND ANNUAL WATER CONSUMPTION. DAILY CONSUMPTION WILL PROVIDE OPERATORS ON WATER USEAGE IN COMPARISON WITH PROGRAMMED TARGET WATER LEVELS. • DUST COLLECTOR • DUST COLLECTOR SHALL BE CONTROLLED BY REMOTE CONTROL FROM STATION OPERATORS TO ACTIVATE DUST COLLECTOR (REMOTE CONTROLLER WHICH WILL SHUT DOWN THE COMPACTOR CHUTE MISTING SYSTEM MS -T1. • DUST COLLECTOR FLOW SHALL BE CONTROLLED BY VELOCITY MEASUREMENT DOWNSTREAM OF THE DUST COLLECTOR EXHAUST FAN TO MAINTAIN CONSTANT DISCHARGE VELOCITY (3,100 FPM, ADJUSTABLE) WITH VFD CONTROL OF EXHAUST FAN. ■ MONITOR DUST COLLECTOR ALARMS • PROVIDE SHUTDOWN OF DUST COLLECTOR WITH BUILDING FIRE ALARM • AIR HANDLING SYSTEM 0 AHU -T1 (TSO BUILDING) ■ OPERATE UNDER PROGRAM CONTROL TO SUPPLY VENTILATION AIR TO THE TSO BUILDING. FAN SHALL BE ENERGIZED CONTINUOUSLY (PROGRAM START /STOP CAPABLE) TO MAINTAIN SUPPLY DUCT STATIC PRESSURE (ADJUSTABLE) WITH VFD FAN SPEED CONTROL. ■ DISCHARGE TEMPERTURE TO BE MAINTAINED AT 55F (ADJUSTABLE) THROUGH MODULATING 3 -WAY CONTROL VALVE • MONITOR/DISPLAY FAN STATUS /DUCT STATIC PRESSURENFD SPEED • CONTROL OUTSIDE AIR DAMPER (OPEN /CLOSED) DISPLAY POSITION. • PROVIDE LOW LIMIT DISCHARGE TEMPERATURE ALARM REV. B ■ PROVIDE SMOKE DETECTOR IN SUPPLY DUCT AFTER SUPPLY FAN AND HARD WIRE TO SHUT DOWN AHU -T1 IF SMOKE IS DETECTED. 0 VARIABLE AIR VOLUME TERMINAL UNITS • VAV TERMINAL UNITS VAV- T2NAV- T5NAV- T6NAV- T7NAV -T8 • CONSTANT VOLUME BOXES SHALL MAINTAIN AIRFLOW (PRESSURE INDEPENDENT WITH FLOW SENSING) TO DELIVER FRESH AIR FOR BUILDING PRESSURIZATION • MONITOR/DISPLAY AIRFLOW • VAV TERMINAL UNITS VAV -T1 AND VAV -T4 • CONTROLLED BY INDIVIDUAL SPACE CO2 CONTROLLERS TO MODULATE FRESH AIR IN RESPONSE TO ROOM OCCUPAN • MONITOR AND DISPLAY CO2 LEVEL, AIRFLOW AND SPACE TEMPERATURE. • VAV TERMINAL UNIT VAV -T3 • MODULATE IN RESPONSE TO SPACE TEMPERATURE AND SUPPLY AIR TEMPERATURE WITH CHANGEOVER • ROOM TEMPERATURE SENSOR SHALL BE LOCALLY ADJUSTABLE WITHIN PROGRAM LIMITS • MONITOR/DISPLAY AIRFLOW AND SPACE TEMPERATURE LNS Mo l03 LNS ENGINEERS, INC. 771 3 PIONEER WAY • SUITE C GIG HARBOR, WASHINGTON 98335 PHONE: 253.851.5175 REV. C — FULL SHEET REPLACEMENT BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT M SYSTEMS SEQUENCE OF OPERATIONS bDE COMP COMPLIANCE APPROVED JUL u2 2010 City of Tukwila BUILDING I11vlsIf1N PROJECT NUMBER: SHT. 510 RECEIVED JUN 14 2010 PERMIT CENTER C00405C09 OF: DRAWING NUMBER: M147 619 0 HYDRONIC HEAT PUMP UNITS ■ HEAT PUMPS HHP -T1 /HHP -T3 /HHP -T4 /HHP -T5 /HHP -T6 • OPERATE UNDER PROGRAM CONTROL TO MAINTAIN SPACE TEMPERATURE (70F - 75F, ADJUSTABLE). • MONITOR FAN STATUS, MODE AND SPACE TEMPERATURE. • ROOM TEMPERATURE SENSORS SHALL BE LOCALLY ADJUSTABLE WITHIN PROGRAM LIMITS EXCEPT FOR HHP -T3 ■ HHP -T3 SHALL BE CONTROLLED BY AVERAGE OF MEN'S AND WOMEN'S LOCKER ROOM TEMPERATURES - DISPLAY AVERAGE TEMPERATURE ■ HEAT PUMPS HHP -T2 AND T7 • OPERATE UNDER PROGRAM CONTROL TO MAINTAIN SPACE TEMPERATURE (70F - 75F, ADJUSTALBE) • MODULATE RESPECTIVE VAV TERMINAL UNITS FROM MINIMUM TO MAXIMUM IN RESPONSE TO ROOM CO2 LEVEL. ■ MONITOR/DISPLAY FAN STATUS, MODE, SPACE TEMPERATURE AND CO2 LEVEL. HYDRONIC SYSTEM • HYDRONIC WATER CIRCULATING PUMP P -1 SHALL OPERATE UNDER PROGRAM CONTROL TO SUPPLY WATER TO ALL HYDRONIC HEAT PUMPS CIRCULATING WATER THROUGH THE WATER STORAGE TANK. ▪ PROVIDE PUMP STATUS. • HYDRONIC HEAT PUMPS SHALL BE DISABLE UPON LOSS OF FLOW, GENERATE ALARM. • WATER STORAGE TANK • SHALL BE MAINTAINED AT 50F - 80F, RESET WITH OUTSIDE AIR TEMPERATURE. • PUMPS P -3A AND P -3B SHALL BE ENABLED BY RESPECTIVE ENABLE SWITCHES FOR EACH COMPACTOR FLUID COOLER (DRY CONTACT ENABLE SWITCHES BY SSI) AND SHALL CIRCULATE WATER THROUGH THEIR RESPECTIVE COMPACTOR FLUID COOLER HEAT EXCHANGERS IN RESPONSE TO TANK TEMPERATURE SETPOINT. ■ ACTIVATE PUMP P -5 AND DRY COOLER DC -T1 IF TANK UPPER LIMIT TEMPERATURE IS REACHED. • ACTIVATE PUMP P -2 AND ELECTRIC BOILER EB -T1 IF LOW TANK TEMPERATURE LIMIT IS REACHED. • IF TANK TEMPERATURE EXCEEDS 80F, HYDRONIC HEAT PUMP HEATING MODES SHALL BE DISABLED. • MONITORDISPLAY THE FOLLOWING: • FLUID COOLER HEAT EXCHANGER OIL INLET AND OUTLET TEMPERATURES (STRAP ON SENSORS) (EACH CIRCUIT) ■ FLUID COOLER HEAT EXCHANGER WATER INLET AND OUTLET TEMPERATURES (INSERTION WELLS) (EACH CIRCUIT) • PUMP STATUS (EACH PUMP) • STORAGE TANK TEMPERATURES (UPPER, MIDDLE AND LOWER INSERTION WELLS) • STORAGE TANK SETPOINT • PRIMARY LOOP TEMPERATURE (INSERTION WELL) 1 DRY COOLER STATUS ▪ DRY COOLER INLET /OUTLET TEMPERATURE (INSERTION WELLS) • WATER TO WATER HYDRONIC HEAT PUMP WWHP -T1 SYSTEM ■ PUMP P-4 SHALL BE ENERGIZED BELOW 55F OUTSIDE AIR TEMPERATURE (ADJUSTABLE) AND WWHP -T1 SHALL BE ENABLED WITH PROOF OF FLOW (P -1 FLOW AND P -4 FLOW) TO MAINTAIN AHU -T1 HEATING WATER SUPPLY TEMPERATURE SETPOINT. • MONITOR/DISPLAY P -4 STATUS, HEATING WATER SUPPLY TEMPERATURE AND SETPOINT AND WWHP -T1 STATUS (HEATING ONLY MODE). • WATER TO WATER HYDRONIC HEAT PUMP WWHP -T2 SYSTEM ■ PUMP P -6 SHALL BE ENERGIZED BELOW 55F OUTSIDE AIR TEMPERATURE (ADJUSTABLE) AND WWHP -T2 SHALL BE ENABLED WITH PROOF OF FLOW (P -1 FLOW AND P -6 FLOW) TO MAINTAIN FUEL STORAGE TANK TEMPERATURE SETPOINT. • DISPLAY P -6 STATUS, FUEL STORAGE TANK TEMPERATURE AND SETPOINT AND WWHP -T2 STATUS (HEATING ONLY MODE). • TRANSFER BUILDING DOMESTIC HOT WATER SYSTEM 0 BUILDING DOMESTIC WATER DELIVERY • ELECTRIC WATER HEATERS HW -T1 AND HW -T2 SHALL OPERATE CONTINUOUSLY. ■ MONITOR/DISPLAY EACH TANK DISCHARGE WATER TEMPERATURE (INSERTION WELL). • MONITOR/DISPLAY MIXED TEMPERATURE (INSERTION WELL) ■ MONITOR/DISPAY WATER HEATER STEP CONTROL (EACH WATER HEATER IS 2 -STEP. • BUILDING DOMESTIC HOT WATER CIRCULATING PUMP SHALL BE CONTROLLED BY AQUASTAT SET AT 115F (INSERTION WELL) (ADJUSTABLE). CIRCULATING PUMP SHALL OPERATE A MINIMUM OF 5 MINUTES EACH HOUR. ■ MONITOR/DISPLAY PUMP STATUS AND RETURN WATER TEMPERATURE. • PROVIDE LOAD SHED CAPABILTIY OF WATER HEATER BY SIGNAL FROM DIV 26 EMERGENCY GENERATOR SYSTEM. • ON ACTIVATION OF EMERGENCY GENERATOR, LOCK OUT WATER HEATER OPERATION (MAINTAIN CIRCULATING PUMP OPERATION) 0 BUILDING TEPID WATER DELIVERY • CIRCULATING PUMP SHALL BE CONTROLLED BY AQUASTAT SET AT 85F (INSERTION WELL) (ADJUSTABLE). CIRCULATING PUMP SHALL OPERATE A MINIMUM OF 5 MINUTES EACH HOUR. • MONITOR/DISPLAY PUMP STATUS AND RETURN WATER TEMPERATURE. • MONITOR/DISPLAY TEPID WATER SUPPLY TEMPERATURE (INSERTION WELL). GENERATE ALARM IF TEPID WATER SUPPLY TEMPERATURE DROPS BELOW 80F. DESIGNED DRAWN LNS NBD VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" C B A REV 6/10/10 1/8/10 1/8/10. 7/3 DATE JAR JAR JAR JAR CHK'D LNS LNS LNS LNS APP'D FINAL ISSUED FOR CITY OF TUKWILA PERMITS MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS ISSUED FOR CITY OF TUKWILA PERMITS REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division • SCALE FACILITY HVAC SYSTEM (SEE SHEET M302 FOR SEQUENCE OF OPERATION) 0 MONITOR/DISPLAY THE FOLLOWING: • SUPPLY AND RETURN FAN STATUS • OUTSIDE AIR TEMPERATURE • MIXED AIR TEMPERATURE • DISCHARGE TEMPERATURE AND SETPOINT (BETWEEN ELECTRIC HEATER AND HEAT PUMP COIL) • SUPPLY AIR TEMPERATURE ■ MODE (HEATING /COOLING STAGES) • DEFROST MODE ■ EMERGENCY HEAT MODE (GENERATE ALARM IF EMERGENCY HEAT MODE IS REQUIRED) ■ ROOM TEMPERATURE AND SETPOINT • OUTSIDE AIR, RETURN AIR AND RELIEF AIR DAMPER POSITIONS (EACH DAMPER SHALL BE CONTROLLED INDEPENDENTLY, NO LINKED DAMPERS). • BLOWER FAN BF -S1 AND BF -S2 (EACH): • STATUS • VFD CONTROLLER SETPOINT (4 -STEP CONTROL) 0 FUELING STATION AREA: • PROVIDE ALARM CONTACT FROM OIL STOP VALVE • PROVIDE INTERFACE WITH FUEL STORAGE TANK HEATING MODE. DRY CONTACT WILL BE AVAILABLE FOR CONTROL INTERFACE. ■ PROVIDE FUEL OIL HEATING SUPPLY AND RETURN TEMPERATURES (INSERTION SENSORS IN THERMAL WELLS ON FUEL OIL LINES). EMERGENCY GENERATOR LOAD SHED SEQUENCE OF OPERATION 1. PROVIDE INTERFACE WITH DIV. 26 EMERGENCY /STANDBY GENERATOR TO ACCOMPLISH THE FOLLOWING LOAD SHEDDING: A. UPON RECEIPT OF SIGNAL FROM "SHUTDOWN RELAY" THE FOLLOWING SHALL BE SHUT DOWN THROUGH THE BAS 1) WH -T1 (30 KW) 2) WH -T2 (30 KW) 3) MS -T1 (3 HP) 4) MS -T2 (15 HP) 5) MS -T3 (1 1/2 HP) 6) IRH -T1 TO IRH -T5 (30 KW TOTAL) 7) EB -T1 (60 KW) 8) EF -T2 (25 HP) 9) EF -T3 (25 HP) 10) BP -T1 (60 HP) B. UPON RECEIPT OF SIGNAL THAT LOAD MAY BE ADDED THROUGH "LOAD INCREASE RELAY ", ENABLE THE FOLLOWING EQUIPMENT TO OPERATE BY STAGING ON /ENABLING ON AT 2 MINUTE INTERVALS IN THE FOLLOWING ORDER OF PRIORITY 1) EB -T1 (1ST STAGE) 2) EB -T2 (2ND STAGE) 3) WH -T1 4) EF -T2 (SOFT START) 5) EF -T3 (SOFT START) 6) BP -T1 7) WH -T2 C. UPON RECEIPT OF LOAD DECREASE SIGNAL THROUGH "LOAD DECREASE RELAY ", REDUCE LOAD IN REVERSE ORDER (LAST ON, FIRST OFF) D. UPON RECEIPT OF SIGNAL THROUGH "NORMAL POWER RESTORED RELAY ", RESTORE ALL EQUIPMENT TO ENABLE OPERATION IN ONE MINUTE INTERVALS LNS LNS ENGINEERS, INC. 771 3 PIONEER WAY • SUITE C GIG HARBOR, WASHINGTON 98335 PHONE: 253.851.5175 Mo9 LO3 REV. C — FULL SHEET REPLACEMENT BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT MECHANICAL SYSTEMS SEQUENCE OF OPERATIONS REVIEWED FOR CODE COMPLIANCE JUL 0 2 2010 RECEIVED City of Tukwila JUN 1 2010 BUILDING DIVIRRInki PERMITCENTER PROJECT NUMBER: SHT. C00405C09 OF: 511 619 DRAWING NUMBER: M148 LEGEND FM FLOW METER ® SUBMERSIBLE PUMP (SP - #) W/ SIPHON CHECK VALVE '$ 1/4 TURN BALL VALVE t Z CHECK VALVE S ' SOLENOID VALVE W/ MANUAL OVERRIDE E I• SOLENOID VALVE 101 SITE FLOW GLASS 6 BASKET STRAINER FLOW SWITCH FOS FUEL OIL SUPPLY FOR FUEL OIL RETURN FOF FUEL OIL FILL FOCS FUEL OIL CLEANING SUPPLY FOCR FUEL OIL CLEANING RETURN rn TANK FILL 0 ASSEMBLA' FUEL MANAGEMENT PANEL 1" HWS /HWR TO MECHANICAL ROOM C06 SEE M102 & M111 10,000 GALLON DIESEL FULE TANK EMERGENCY /STANDBY GENERATOR FUEL METERING PANEL 'EAT - EXCHANGER HX -F1 VENTS FUEL SET CATCH BASIN TYPE 1 KCRS FIG 7 -003, STANDARD GRATE FIG 7 -013. SEE M102 FOR PIPING CARD READER FUEL DISPENSER 0 0 TO DRIVE LANE DESIGNED DRAWN LNS NBD I OIL STOP VALVE VAULT SEE M102 FOR PIPING 20' D 6/10/10 JAR C 1/8/10 JAR LNS VERIFY SCALE B 1/8/10 JAR LNS BAR IS ONE INCH ON A 7/31/09 JAR LNS ANSI "D" DRAWING 0 1" REV DATE CHK'D APP'D EMERGENCY /STANDBY GENERATOR LNS FINAL ISSUED FOR CITY OF TUKWILA PERMITS MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS ISSUED FOR CITY OF TUKWILA PERMITS REVISION DESCRIPTION 1-1/2" FOS & FOR BETWEEN GENERATOR AND STORAGE TANK TO BE INSULATED (1" THICK) W/ ALUMINUM JACKET OVER HEAT TRACING. SCALE: 1/4" = 1' -0" 58' NOTE: SEPARATE FIRE DEPARTMENT PERMIT REQUIRED FOR FUELING STATION FUELING STATION PLAN - )N - 1 King County Department of Natural Resources and Parks Solid Waste Division L NS LNS ENGINEERS, INC. 771 3 PIONEER WAY • SUITE C GIG HARBOR, WASHINGTON 98335 PHONE: 253.851.5175 CV 15' -0" (MIN.) BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT FUELING STATION PLAN REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 2 2010 City of Tukwila BUILDING DIVIRION MOo 3 RECEIVED JUN 14 2010 PERMIT CENTER PROJECT NUMBER: SHT. OF: 533 C00405C09 DRAWING NUMBER: M431 619 0 w 0 u_ w ce 0 co J J U ce 0 LL 0 w C!) C/) LL A FOS FOR EMERGENCY /STANDBY GENERATOR FUEL METERING PANEL NO SCALE FUEL DISPENSER W /CARD READER FOS FOR a SOLENOID VALVE EXPANSION RELIEF VALVE ELECTRICAL LINE — v FUELING STATION SECTION SCALE: 1 /4" = 1' -0" DESIGNED DRAWN 120 VAC POWER a •a v FUEL OIL SUPPLY SIGNAL TO FUEL MANAGEMENT PANEL FUEL OIL RETURN SIGNAL TO FUEL MANAGEMENT PANEL NOTES: 1. FUEL METERING PANEL TO BE STAND ALONE PLC BASED COMMUNICATION OUTPUT TO FUEL MANAGEMENT PANEL. 2. NEMA 4 RATED ENCLOSURE. RETAINING WALL EXTERNAL EMERGENCY VALVE LOCK RING BALL VALVE (EV) TO / FROM EMERGENCY /STANDBY GENERATOR LNS NBD VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" D C B A REV 6/10/10 1/8/10 1/8/10 7/31/09 DATE JAR LNS JAR LNS JAR LNS JAR LNS CHK'D APP'D A SEE FUEL FILTRATION SET NO SCALE TO / FROM \ EMERGENCY /STANDBY \ GENERATOR DAY TANK � 1" HWS /HWR IN INSULATED ENCASEMENT WITH CONTROL RACEWAYS --PP- ' Iola * FINAL ISSUED FOR CITY OF TUKWILA PERMITS MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS ISSUED FOR CITY OF TUKWILA PERMITS REVISION DESCRIPTION FOS- F dr- U 0 el COMBINATION PRESSURE / -- VACUUM VENT /OVERFILL ALARM (12' MINIMUM TO GRADE) HEAT EXCHANGER HX –F1 120 VAC POWER • • a FUEL FILTRATION SET EMERGENCY VENT CATCH BASIN SP -4 FILTRATION PUMP STOP /START FILTRATION SET FLOW SWITCH FILTRATION SET SOLENOID VALVE FILTRATION SET ALARMS /INDICATORS - CONTROL POWER ON – PUMP RUN – FILTER SATURATED – FILTER WATER LEVEL HIGH – SYSTEM BASIN LEAK DETECTED NOTES: 1. FILTRATION SYSTEM TO BE STAND ALONE PLC BASED WITH INTERNAL SCHEDULING CAPABILITIES, WITH COMMUNICATION OUTPUT TO FUEL MANAGEMENT PANEL. NEMA 4 RATED ENCLOSURE. 4" DRAIN TO OIL /STOP VALVE /SANITARY SEWER FUELING STATION SECTION SCALE: 1 /4" = 1' -0" King County Department of Natural Resources and Parks Solid Waste Division EMERGENCY VENT INTERSTITIAL DEDICATED 208 VAC – 1 PHASE POWER TO GENERATOR \\\ DISPENSING SUBMERSIBLE PUMP MOTOR STARTER LNS DEDICATED 208 VAC - 1 PHASE POWER TO FUEL FILTRATION SUBMERSIBLE PUMP MOTOR STARTER DEDICATED 208 VAC – 1 PHASE POWER TO FUEL DISPENSING SUBMERSIBLE PUMP MOTOR STARTER TANK FILL ASSEMBLY DEDICATED 208 VAC – 1 PHASE POWER TO TANK HEATING SUBMERSIBLE PUMP MOTOR STARTER 120 VAC - 20 AMP \ \\ REMOTE FILL LEAK DETECTOR DISPENSER LEAK DETECTOR REMOTE FILL SELECTOR SWITCH TANK INTERSTITIAL LEAK DETECTOR GENERATOR SUPPLY FLOW SWITCH GENERATOR SPILL PAN LEAK DETECTOR TANK TEMPERATURE SENSOR GENERATOR SUPPLY TEMPERATURE SENSOR ACKNOWLEDGE /SILENCE SWITCH GENERATOR RUN SIGNAL NOTES: 1. NEMA 4 RATED ENCLOSURE. d SP -1 FUEL TANK HEAT RECIRCULATION PUMP W/ r SIPHON CHECK VALVE I EMERGENCY /STANDBY GENERATOR FUEL OIL RETURN EMERGENCY /STANDBY GENERATOR FUEL PUMPS W/ SIPHON CHECK VALVES SP- 2 /SP -3 SP -5 FUEL DISPENSING PUMP W/ SIPHON CHECK VALVE FUEL DISPENSING SUCTION TUBE DEPTH SET TO MAINTAIN 24 HOUR FUEL SUPPLY TO EMERGENCY STANDBY GENERATOR (820 GALLONS, USEABLE DEPTH) D READER A FUEL MANAGEMENT PANEL NO SCALE LNS ENGINEERS, INC. 771 3 PIONEER WAY • SUITE C GIG HARBOR, WASHINGTON 98335 PHONE: 253.851 .5175 a d LOCKABLE DISPLAY . a \ \\ OVERFILL PREVENTION VALVE RETAINING WALL r L 4 SCALE: 1/4" = 1' -0" FILL PORT ALARM HORN FILL PORT ALARM LIGHT TANK FILL SOLENOID VALVE GENERATOR RETURN SOLENOID VALVE GENERATOR SUPPLY SOLENOID VALVE GENERATOR SUPPLY PUMP START /STOP (PRIMARY AND STANDBY) TANK HEATER SUPPLY SOLENOID VALVE TANK HEATER PUMP START /STOP GENERATOR SUPPLY PUMP FAILURE ALARM FLEET SUPPLY LOW LEVEL ALARM, FUEL DELIVERY PUMP LOCKOUT COMMON ALARM ORDER PRODUCT DRY CONTACT OUTPUT MODBUS OUTPUT DRY CONTACT OUTPUT FOR BAS HEAT SYSTEM ACTIVATION 1 J 1 0 CATCH BASIN J FUELING STATION SECTION M09 to3 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT FUELING STATION SECTIONS TANK FILL ASSEMBLY - SWING CHECK VALVE REMOTE SPILL CONTAINER DISCONNECT ADAPTOR LOCKING BALL VALVE . ��EVr�uvE� F�� CODE COMPLIANCE APPROVED JUL 0 2 2010 Cityof Tukwila BUILDJNG f IVIwSif N RECEIVED JUN 14 2010 PERMIT CENTER PROJECT NUMBER: SHT. OF: 534 C00405C09 DRAWING NUMBER: M432 619