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Permit D09-165 - KING COUNTY - BOW LAKE - RECYCLING BUILDING
BOW LAKE RECYCLING BLDG 18800 ORILLIA RD S EXPIRED 07 -06 -12 D09 -165 Parcel No.: 3523049037 Address: 18800 ORILLIA RD S TUKW Suite No: 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 Tenant: Name: BOW LAKE - RECYCLING BUILDING Address: 18800 ORILLIA RD S , TUKWILA WA Owner: Name: KING COUNTY Address: 500 K C ADMIN BLDG , SEATTLE WA 98104 Phone: Contact Person: Name: TOM CREEGAN Address: 201 S JACKSON ST, STE 701 , SEATTLE WA 98104 Phone: 206 263 -6476 DEVELOPMENT PERMIT Permit Number: D09 -165 Issue Date: 09/17/2010 Permit Expires On: 03/16/2011 Contractor: Name: LYDIG CONSTRUCTION INC Address: PO BOX 11035 , SPOKANE 99211 Phone: 509 534 -0451 Contractor License No: LYDIGC *264JC Expiration Date: 09/11/2011 DESCRIPTION OF WORK: CONSTRUCTION OF AN 881 SF, ONE -STORY RECYCLING BUILDING PROJECT ON HIGHLINE WATER. Value of Construction: $59,056.79 Fees Collected: $1,730.67 Type of Fire Protection: International Building Code Edition: 2006 Type of Construction: VB Occupancy per IBC: 8 doc: IBC -7/07 * *continued on next page ** D09 -165 Printed: 09 -17 -2010 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: 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.ci.tukwila.wa.us N N Number: 0 Size (Inches): 0 Start Time: Volumes: Cut 0 c.y. End Time: Fill 0 c.y. Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: Date: Permit Number: D09 -165 Issue Date: 09/17/2010 Permit Expires On: 03/16/2011 q-1 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 any other state or local laws regulating construction or the performance off ork. I am authorized to sign and obtain this development permit. Signature: � (L1 Date: q) n / )0 Print Name: 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. doc: IBC -7/07 PI 61fr) c .0) D09 -165 Printed: 09 -17 -2010 Parcel No.: 3523049037 Address: Suite No: Tenant: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** doc: Cond -10/06 • e 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 18800 ORILLIA RD S TUKW BOW LAKE - RECYCLING BUILDING PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: 14: Manufacturers installation instructions shall be available on the job site at the time of inspection. D09 -165 ISSUED 08/13/2009 09/17/2010 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: 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. 5: The special inspections and verifications for concrete construction shall be required. 6: 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. 7: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. 8: 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 in a timely manner. 9: 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. 10: Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with the recommendations given in the soils report. Special inspection is required. 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: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 13: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 15: A Certificate of Occupancy shall be issued for this building upon final inspection approval by Tukwila building inspector. 16: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall D09 -165 Printed: 09 -17 -2010 • 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 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 * ** 21: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 22: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 23: 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) 24: 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) 25: 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) 26: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4 -3, 4 -4) 27: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 28: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 29: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) doc: Cond -10/06 D09 -165 Printed: 09 -17 -2010 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 30: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 31: Gates serving the means of egress system shall comply with the requirements of the International Fire Code. Gates used as a component in a means of egress shall conform to the applicable requirements for doors. (IFC 1008.2) 32: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) 33: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2051. 34: Local U.L. central station supervision is required. (City Ordinance #2051) 35: Maintain square foot coverage of detectors per manufacturer's specifications in all areas including: closets, elevator shafts, top of stairwells, above ceilings, etc. (NFPA 72- 5.5.2.1) 36: Maintain automatic fire detector coverage per N.F.P.A. 72. Addition/relocation of walls, closets or partitions may require relocating and/or adding automatic fire detectors. 37: Maintain fire alarm system audible /visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible /visual notification devices. (City Ordinance #2051) 38: 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) 39: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 40: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.5 of the International Building Code. 41: For all commercial, multifamily and single family subdivisions, hydrants shall be placed so that a hydrant is within 150 feet of a building and so that no point of a building (around its perimeter) is greater than 300 feet from a hydrant. Distance from a hydrant to a building is measured along the path of vehicular travel. (City Ordinance #2052) 42: All required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of construction. (IFC 503.1, 508.1) 43: Fire hydrants shall conform to American Water Works Association specifications C- 502 -54; it shall be compression type, equipped with two 2 -1/2" N.S.T. hose ports and one 5" Storz pumper discharge port, and shall have a 1 -1/4" Pentagon open -lift operating nut. (City Ordinance #2052) 44: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 45: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 46: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 47: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 48: Any material spilled onto any street shall be cleaned up immediately. doc: Cond -10/06 D09 -165 Printed: 09 -17 -2010 • 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 49: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 50: From October 1 through April 30, cover any slopes and stockpiles that are 3H: IV or steeper and have a vertical rise of 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. 51: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All disturbed areas of the site shall be permanently stabilized prior to final construction approval. 52: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 53: It shall be verified in writing to the Utilities Inspector that the landscape irrigation system contains a State Department of Health approved double check valve assembly. This shall be done prior to the Final Inspection. 54: All double check valve assemblies shall be approved by the State Department of Health. doe: Cond -10/06 * *continued on next page ** D09 -165 Printed: 09 -17 -2010 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 • 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.tulcwila.wa.us Date: /J 7 ) c2 D09 -165 Printed: 09 -17 -2010 Site Address: 18800 Orillia Road South, Tukwila, WA Suite Number: Floor: New Tenant: ❑ Yes ® ..No Property Owners Name: King County Department of Natural Resources and Parks - Solid Waste Division 98104 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.citukwila.wa.us SITE LOCATION wcy ' Tenant Name: Bow Lake Recycling and Transfer Station Mailing Address: 201 South Jackson St, Suite 701 E -Mail Address: tom.creegan @kingcounty.gov Company Name: Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: Company Name: KPG, Inc. Mailing Address: 753 9th Avenue North E -Mail Address: charlie @kpg.com Company Name: R. W. Beck, Inc. Building Permit No. " i Mechanical Permit'N.o. Plumbing /Gas Permit No. Public Works Permit No. Project No. (For office use only) 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 ** Mailing Address: 1001 4th Avenue, Suite 2500 H: Applications\Fonns- Applications On Line\2009 Applications \1 -2009 - Permit Application.doc Revised: 1 -2009 bh King Co Assessor's Tax No.: 3523049037 / 3523049124 Seattle City Seattle Seattle WA State CONTACT PERSON — who do e contact when your permit is ready to be issued Day Telephone: (206) 263 -6476 Name: Tom Creegan Mailing Address: 201 South Jackson St. Suite 701 Seattle WA 98104 City State Fax Number: (206) 263 -3001 GENERAL CONTRACTOR INFORMATION - (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) State City Day Telephone: Fax Number: Expiration Date: All plans must be wet stamped by Architect of Record ARCHITECT OF RECORD City State Contact Person: Charlie Conway Day Telephone: (206) 286 -1640 Fax Number: (206) 286 -1639 City State Contact Person: Karl Hufnagel Day Telephone: (206) 695 -4509 E -Mail Address: khufnagel @rwbeck.com Fax Number: (206) 695 -4701 Zip Zip Zip WA 98109 Zip — All plans must be wet stamped by Engineer of Record ENGINEER OF`RECO WA 98154 Zip Page 1 of 6 BUILDING PERMIT INFORMATION - 206 - 431 -3670 Valuation of Project (contractor's bid price): $ 157,578 Existing Building Valuation: $ Scope of Work (please provide detailed information): Construct new Recycling Building at Bow Lake Recycling and Transfer Station Site. Will there be new rack storage? ❑ Yes H:\ Applications\Fonns- Applications On Line\2009 Applications 1 -2009 - Permit Application :doc Revised: 1 -2009 bh ❑.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes m No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If `yes', attach list of materials and storage locations on a separate 8 -1/2 "x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC I n Floor 881 V -B F1/13 2 " Floor 3° Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck BUILDING PERMIT INFORMATION - 206 - 431 -3670 Valuation of Project (contractor's bid price): $ 157,578 Existing Building Valuation: $ Scope of Work (please provide detailed information): Construct new Recycling Building at Bow Lake Recycling and Transfer Station Site. Will there be new rack storage? ❑ Yes H:\ Applications\Fonns- Applications On Line\2009 Applications 1 -2009 - Permit Application :doc Revised: 1 -2009 bh ❑.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes m No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If `yes', attach list of materials and storage locations on a separate 8 -1/2 "x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Page 2 of 6 Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate PUBLIC WOR, PERMIT INFORMATION — 206 - 433 -0179 Scope of Work (please provide detailed information): Water District ❑ ...Tukwila 0... Water District #125 ❑ ...Water Availability Provided Call before you Dig: 1- 800 - 424 -5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. ❑... Valley View ❑ .. Renton ❑... Sewer Availability Provided Se tic System: 0 On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑...Right -of -way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way ❑ Non Right -of -way ❑ ❑ ..:Total Cut ❑ ...Total Fill Water Meter Refund /Billing: Name: Mailing Address: cubic yards cubic yards ❑...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line ❑ .. Highline ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size .. WO # ❑ ...Water Only Meter Size WO # ❑...Deduct Water Meter Size ❑ ...Sewer Main Extension Public ❑ Private ❑ ❑ ...Water Main Extension Public ❑ Private ❑ FINANCE INFORMATION Fire Line Size at Property Line ❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) Number of Public Fire Hydrant(s) ❑ .. Renton ❑ .. Seattle ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑ ... Hold Harmless — (ROW) ❑ .. Grease Interceptor ❑ Channelization ❑ .. Trench Excavation ID.. Utility Undergrounding Day Telephone: Mailing Address: H:\Applications\Fotms- Applications On Line \2009 Applications \1 -2009 - Permit Application.doc Revised: 1 -2009 bh City City State Zip Day Telephone: State Zip Page 3 of 6 Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Furnace <100K BTU Air Handling Unit >10,000 CFM Fire Damper 0 -3 HP /100,000 BTU Furnace>100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct Thermostat 15 -30 HP /1,000,000 BTU Suspended/Wall /Floor Mounted Heater Ventilation System Wood /Gas Stove 30 -50 HP /1,750,000 BTU Appliance Vent Hood and Duct Emergency Generator 50+ HP /1,750,000 BTU Repair or Addition to Heat/Refrig /Cooling System Incinerator - Domestic Other Mechanical Equipment Air Handling Unit <10,000 CFM Incinerator — Comm/Ind MECHANICAL PE IT INFORMATION - 206- 431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: City State Zip Day Telephone: Fax Number: Expiration Date: Contact Person: E -Mail Address: Contractor Registration Number: Valuation of Mechanical work (contractor's bid price): $ Scope of Work (please provide detailed information): Use: Residential: New .... ❑ Replacement .... ❑ Commercial: New .... ❑ Replacement .... ❑ Fuel Type: Electric ❑ Gas.:..❑ Other: Indicate type of mechanical work being installed and the quantity below: H:\ Applications \Forms- Applications On Line\2009 Applications \I -2009 - Permit Application.doc Revised: 1 -2009 bh Page 4 of 6 Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Bathtub or combination bath/shower Bidet Clothes washer, domestic Dental unit, cuspidor Dishwasher, domestic, with independent drain Drinking fountain or water cooler (per head) Food -waste grinder, commercial Floor Drain Shower, single head trap Lavatory Wash fountain Receptor, indirect waste Sinks Urinals Water Closet Building sewer and each trailer park sewer Rain water system — per drain (inside building) Water heater and/or vent Industrial waste treatment interceptor, including trap and vent, except for kitchen type grease interceptors Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity) Grease interceptor for commercial kitchen ( >750 gallon capacity) Repair or alteration of water piping and/or water treatment equipment Repair or alteration of drainage or vent piping Medical gas piping system serving 1 -5 inlets /outlets for a specific gas Each additional medical gas inlets /outlets greater than 5 Backflow protective device other than atmospheric -type vacuum breakers 2 inch (51 mm) diameter or smaller Backflow protective device other than atmospheric -type vacuum breakers over 2 inch (51 mm) diameter Each lawn sprinkler system on any one meter including backflow protection devices Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections (1 -5) Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 Gas piping outlets PLUMBING AND GAS PIPING PERMIT INFORMATION 206 -43 -3670 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: City State Zip Day Telephone: Fax Number: Expiration Date: Contact Person: E -Mail Address: Contractor Registration Number: Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): Building Use (per Int'l Building Code): Occupancy (per Int'l Building Code): Utility Purveyor: Water: Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: H:\ApplicationsiFofms- Applications On- Line\2009 Applications \1 -2009 Permit Application.doc Revised: 1 -2009 bh Sewer: Page 5 of 6 PERMIT APPLICATION NOTES — Applicable to all permits in this application 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. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing 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 OWNER OR AUTHORIZED AGENT: Signature: rC— C Date: O D 7l --- 5 T Print Name: \ N.^ G e q co„ P f o j &Iv( G� , Qtr Day Telephone: )G 7 Pt3 6 Mailing Address: �1 ($ 3 -G6Cj ) .*1.o ( J V Sc C'T t ef C s S efl D I City State Zip Date Application Accepted: oi)t9.9)0 H:Wpplications \Forms - Applications On Line\2009 Applications \1 -2009 - Permit Application.doc Revised: 1 -2009 bh Date Application Expires: 11 o Staff Initials: Page 6 of 6 i RECEIPT NO: R10 -01829 Initials: JEM User ID: 1165 Total Payment: 1,140.00 Payee: KING COUNTY SET ID: 0129 SET NAME: BOWLAKE SET TRANSACTIONS: Set Member Amount D09 -161 120.00 D09 -162 60.00 D09 -164 120.00 D09 - 165 60.00 D09 -166 30.00 D09 -167 30.00 EL09 -0497 60.00 EL09 -0498 60.00 EL09 -0499 60.00 EL09 -0500 60.00 M09 -103 60.00 M09 -104 60.00 M09 -105 60.00 PG09 -095 120.00 PG09 -096 120.00 PG09 -097 60.00 TOTAL: 120.00 TRANSACTION LIST: Type Method Description Payment Check 620755 1,140.00 TOTAL: 1,140.00 ACCOUNT ITEM LIST: Description ELECTRICAL PERMIT - NONR MECHANICAL - NONRES PLAN CHECK - NONRES TIT mat TI.T/. _ TT/1TTD t' Cie 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 SET RECEIPT 000.322.101.00.0 000.322.102.00.0 000.345.830 • Payment Date: 09/14/2010 PA E,..T RECEI ` ED Amount Account Code Current Pmts 240.00 180.00 420.00 (1 /1 /1 'I 0 0 1n, n n !1 -300 n n RECEIPT NO: R10 -01094 Initials: WER Payee: KING COUNTY 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 TOTAL: 7,348.86 ACCOUNT ITEM LIST: Description BUILDING - NONRES ELECTRICAL PERMIT - NONR FIRE IMPACT FEES 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: /hvww. ci. tukwila. wa. us SET RECEIPT Copy Reprinted on 06 -18 -2010 at 10:30:57 06/18/2010 Payment Date: 06/18/2010 User ID: 1165 Total Payment: 171,895.27 SET ID: 0129 SET NAME: BOWLAKE TRANSACTION LIST: Type Method Description Amount Payment Check 564651 171,895.27 TOTAL: 171,895.27 Account Code Current Pmts 000.322.100 000.322.101.00.0 90830402.5000.53 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 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 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 Parcel No.: 3523049037 Permit Number: D09 -165 Address: 18800 ORILLIA RD S TUKW Status: PENDING Suite No: Applied Date: 08/13/2009 Applicant: BOW LAKE - RECYCLING BUILDING Issue Date: Initials: JEM Payment Date: 08/13/2009 03:12 PM User ID: 1165 Balance: $1,014.30 TRANSACTION LIST: Type Method Descriptio Amount Payment Check 362754 656.37 Authorization No. RECEIPT Account Code Current Pmts 000/345.830 656.37 Total: $656.37 Payment Amount: $656.37 PAYMENT RECEIVED doc: Receipt -06 Printed: 08 -13 -2009 Pr ect: 8 Type of Inspectign: r ....._ e *i_i 64Arej_e4 Address: f r i x 7 . x -yQ o : 1 t R Date C - -- -' - -- -RA - Special Instructions: f`t .+•14Jt ' ' -• Date Wanted :. • a.m. i_'�I -3 - ti , Requester: J P hone No: COMMENTS: la ea + 4.id' t4. C. S ow .# / • . v 4if7 1.3 r -So -- .. f INSPECTION RECORD Retain a copy'with permit. • INSPECTION NO. PERM I f�NO. • . . • CITY OF TUKWILA BUILDING ~DIVISION ' , , 6300 Southcenter Blvd, #100, Tukwila, WA 98188 • (206):431 3670 Permit Inspection Request Line (206) 431.2451. •` • Approved per applicable codes n .e ; or: wAib' '!d w EINSPECTION FEE RE IMBED. P for o next inspection. fee must be aid at 6300 Southcent r Blvd., Suite 10 Call to schedule reinspection. Date Corrections required prior to approval 7M " t1 DAY OF THE WEEK: Sunday Monday Tuesday X Wednesday Thursday Friday Saturday WEATHER: Clear X Partly Cloudy Overcast Fog Rain 10 -32 X 32 -55 55 -70 70-85 85+ L4i King County Bow Lake Recycle 8 Transfer Station Site Preparation - Contract Number 1 Contract Number C00272C08 Inspector's Daily Report Construction Activity: Do— (roS Report No: 71 Date: 01 -11 -2011 Contract Title: Bow Lake Recycle and Transfer Station Prime Contractor: Lydig Construction Contract Number: C00405C09 Inspector: Walt Wojcik Time Work Started: 7:30 am Time Work Stopped: 3:30 pm Cost Item No. 1— Site Facilities for Bow Lake Recycling and Transfer Station City of Tukwila Permit #09 -095 Plumbing for New 3 Story Transfer Station City of Tukwila Permit # D09 -161 Construction of New 3 Story Transfer Station City of Tukwila Permit #09 -095 Plumbing for New 3 Story Transfer Station 6:10 am Arrived on site. 6:45 am Paul Garlock/Lydig briefed on days work activities including the return of Apex specialties to install methane barrier on vaults and manholes. 8:45 am Visited site. KLB, Shinn, Lydig and Hawk on site continuing work activities from yesterday. William Parsons King County Materials Lab on site conducting soils density test in and around the vaults. 9:00 am Shinn Mechanical continues to work on reinforcing the HDPE welds on the multi -use conduit. 9:05 am Hawk Mechanical attempting to stabilize pressure at 150 PSI in the ductile iron leachate pipe between BD -1 and Compactor Bay Vault #1. Hawk experiencing frozen test fittings and small leaks at the end flanges. 9:43 am Started pressure test of leachate pipe with a gauge reading of 160 PSI actual for a 150 PSI requirement. 10:00 am Attended a preconstruction meeting with SSI Compacting Systems who are the manufacturers and installers of the compacting system to be used at Bow Lake. See meeting minutes 10:15 am Scott/Hawk Mechanical called to say the pressure test on the leachate line has failed. 11:25 am Preconstruction meeting ended. 11:30 am Returned to site. 11:35 Apex specialties Coatings on site to install methane barrier. They are currently working on top load bay vault. 11:40 am Observed Shinn air testing the multi -use conduit for leaks and repairing same as they are discovered. 11:45 am Hawk still trying to resolve the pressure stability issue in the leachate pipe. King County Bow Lake Recycle 8 Transfer Station Site Preparation - Contract Number 1 Contract Number C00272C08 Inspector's Daily Report Report No: 71 Date: 01 -11 -2011 Contract Title: Bow Lake Recycle and Transfer Station Prime Contractor: Lydig Construction Contract Number: C00405C09 Inspector: Walt Wojcik Time Work Started: 7:30 am Time Work Stopped: 3:30 pm City of Tukwila Permit # D09 -161 Construction of New 3 Story Transfer Station Cost Item No. 1— Site Facilities for Bow Lake Recycling and Transfer Station 12:25 pm Observed Apex coating the CAMH -1 structure with methane barrier. 12:30 pm Attended a weekly safety meeting held by Lydig for all contractors on site. Items covered included heavy equipment safety, pedestrian safety on transfer station roads, and the use of personal safety equipment. 12:50 pm Observed Hawk Mechanical preparing to use a McElroy fusion machine to fuse the butt end section of the 6" HDPE rain water suction line. 1:00 pm Returned to office. 1:30 pm Attended a meeting with Paul Garlock & Brian Jackson/Lydig, Dan Strong/ Shinn to discuss testing requirements for the multi -use conduit. A call was placed to Larry Storset LNS Engineering regarding testing multi -use conduit. Larry agreed that the multi -use conduit needed only to be tested once and no anchor blocks were required. Lydig will provide confirming RFI's on these items. Ref. Specification Section 22 -0543 Para. 3.04(B12) and 3.05 (3). 2:10 pm Returned to site. 2:15 pm Spoke to Scott/Hawk Mechanical regarding testing schedule for tomorrow. Scott plans to start his pressure test at 8 am. 2:45 pm Returned to office to complete my report. 3:30 I departed the site Was anyone injured today? Yes No X Details EWO work performed today? Yes No X None Trucking tickets received today? Yes No X None Directions given to contractor? Yes No X None Project Delays. Yes No X None Project scheduling Yes No X None Problems identified? Yes No X None Material received & condition? Yes No X None Visitors? Yes X No William Parsons King County Materials Lab, Contractor Personnel Company Name: Description Number Lydig Construction Supervisor Lydig Construction Laborer Lydig Construction Operator Lydig Construction Driver Lydig Construction Carpenter /Concrete KLB Construction Supervisor KLB Construction Laborer KLB Construction Operator Equipment Onsite Worked Standby Ford F450 Flatbed w /tools KLB Ford F250 Pickup w /tools KLB KLB Cat 420E BH KLB Komatsu 400 Track Hoe *Note refer to Inspector Reetz's report for Equipment & Labor hours King County Bow Lake Recycle 8 Transfer Station Site Preparation - Contract Number 1 Contract Number C00272C08 Inspector's Daily Report Report No: 71 Date: 01 -11 -2011 Contract Title: Bow Lake Recycle and Transfer Station Prime Contractor: Lydig Construction Contract Number: C00405C09 Inspector: Walt Wojcik Time Work Started: 7:30 am Time Work Stopped: 3:30 pm Signed Walt Wojcik Shinn Mechanical reinforcing the HDPE welds in the Multiuse Conduit Shinn Mechanical reinforcing the HDPE welds in the Multiuse Conduit January 11, 2011 1 of W2 Shinn Mechanical reinforcing the HDPE welds in the Multiuse Conduit ; • • Compactor Bay - Hawk Mechanical welding 6" HDPE Rain Water Suction Line with a McElroy Fusion Machine . . • DAY OF THE WEEK: Sunday Monday X Tuesday Wednesday Thursday Friday Saturday WEATHER: Clear Partly Cloudy Overcast X Fog Rain 10 -32 32 -55 X 55 -70 70-85 85+ 4. la King County Bow Lake Recycle 8 Transfer Station Site Preparation - Contract Number 1 Contract Number C00272C08 Inspector's Daily Report Construction Activity: DCCi - ► 6 5 Report No: 70 Date: 01 -10 -2011 Contract Title: Bow Lake Recycle and Transfer Station Prime Contractor: Lydig Construction Contract Number: C00405C09 Inspector: Walt Wojcik Time Work Started: 7:30 am Time Work Stopped: 3:30 pm Cost Item No. 1 — Site Facilities for Bow Lake Recycling and Transfer Station City of Tukwila Permit #09 -095 Plumbing for New 3 Story Transfer Station City of Tukwila Permit # D09 -161 Construction of New 3 Story Transfer Station City of Tukwila Permit #09 -095 Plumbing for New 3 Story Transfer Station 6:15 am Arrived on site. 7:50 am Paul Garlock provided a quick brief on the day's work activities including the return of Apex Specialties to apply methane barrier to vaults and manholes. 8:10 am Visited compactor bay area. Observed KLB, William Parsons/King County Materials Lab, Hawk Mechanical and Shinn Mechanical on site. Noted that Lydig has provided visquene protection for their elevator concrete slab they poured on Friday. 8:15 KLB 400 track hoe is placing back fill around vaults under observation of William Parsons King County Material Lab. 8:20 am Checked the slope of the multi -use conduit between the heating water manhole and the first bend. The slope was 2.0% using a smart level. 8:45 am Scott/Hawk Mechanical installed a pressure gauge on the west end of the leachate pipe run in preparation for pressure testing later today. 8:55 am Check slope of multi -use conduit between the bends. The slope was 1.3% using a smart gauge. The remainder of the conduit will be checked after the shoring and bracing is removed. 9:00 am Apex Specialties Coatings arrived on site. Josh/KLB is verifying the riser location of the multi -use conduit. He acknowledged that the riser is in the correct location. 9:05 am Apex has commenced placing methane barrier on Top Load Bay Vault. 9:30 am Returned to office to review testing requirements for under slab utilities. 10:15 am Paul Garlock/Lydig stopped by to verify notification times for system testing. We reviewed the specifications for notification. 11:05 Returned to site. 11:10 am Examined the flange end of the multi -use pipe and noted a pressure gauge attached to flange at the center line. No test in progress. 11:15 am Observed the pressure gauge on the ductile iron leachate pipe which shows 140 PSI. Notified Hawk Mechanical of the gauge reading. They attempted to re- pressurize the pipe line. Being unable to so they inspected the flange fitting in the La King County Bow Lake Recycle 8 Transfer Station Site Preparation - Contract Number 1 Contract Number C00272C08 Inspector's Daily Report Report No: 70 Date: 01 -10 -2011 Contract Title: Bow Lake Recycle and Transfer Station Prime Contractor: Lydig Construction Contract Number: C00405C09 Inspector: Walt Wojcik Time Work Started: 7:30 am Time Work Stopped: 3:30 pm City of Tukwila Permit # D09 -161 Construction of New 3 Story Transfer Station Cost Item No. 1 — Site Facilities for Bow Lake Recycling and Transfer Station Compactor bay Vault #1 and found a leak due to a failed gasket. Subsequently they are in the process of replacing the gasket. They will refill the line and attempt to test the line again. Hawk will contact me when they are ready to test. 11:50 am KLB continues to backfill around vaults and Shinn is working on the multi- use conduits removing soil for concrete anchors. 12:00 pm Returned to office to review RFI's and prepare reports. 1:20 pm Apex Specialties on site coating Vault 2 and Top load Bay vault. Checked coating thickness with an EPRO thickness gauge. Coating thickness varied between 60 and 80 mills which is within the specification. 1:45 pm Hawk Mechanical laying second run of leachate ductile iron pipe to vault #2. Laid 5 sticks 3 are joined 2 are not. 1:50 pm Shinn Mechanical grinding multi -use HDPE welds. Welds to be reinforced. 2:00 pm Hawk performing a retest trial on the 1 leachate pipe run at 150 PSI. Gauge showing a 20 PSI drop in pressure. Hawk to investigate source of pressure drop. Plan to conduct final test of system tomorrow. 2:40 pm Returned to office. 3:15 pm I departed the site. Was anyone injured today? Yes No X Details EWO work performed today? Yes No X None Trucking tickets received today? Yes No X None Directions given to contractor? Yes No X None Project Delays. Yes No X None Project scheduling Yes No X None Problems identified? Yes No X None Material received & condition? Yes No X None Visitors? Yes X No William Parsons King County Materials Lab, Tim Hyden King County Materials Lab Contractor Personnel Company Name: Description Number Lydig Construction Supervisor Lydig Construction Laborer Lydig Construction Operator Lydig Construction Driver Lydig Construction Carpenter /Concrete KLB Construction Supervisor KLB Construction Laborer KLB Construction Operator Equipment Onsite Worked Standby Ford F450 Flatbed w /tools KLB Ford F250 Pickup w /tools KLB KLB Cat 420E BH KLB Komatsu 400 Track Hoe *Note refer to Inspector Reetz's report for Equipment & Labor hours King County Bow Lake Recycle 8 Transfer Station Site Preparation - Contract Number 1 Contract Number C00272C08 Inspector's Daily Report Signed Walt Wojcik Report No: 70 Date: 01 -10 -2011 Contract Title: Bow Lake Recycle and Transfer Station Prime Contractor: Lydig Construction Contract Number: C00405C09 Inspector: Walt Wojcik Time Work Started: 7:30 am Time Work Stopped: 3:30 pm Protective Covering over the Elevator Concrete Slab Apex Specialty Coatings Inc. applying a Methane Barrier to the Top Load Vault January 10, 2011 4 of W4 Protective Covering over the Elevator Concrete Slab 2 Q117/ tG:t Apex Specialty Coatings Inc. applying a Methane Barrier to the Top Load Vault DAY OF THE WEEK: Sunday Monday Tuesday Wednesday Thursday Friday X Saturday WEATHER: Clear Partly Cloudy Overcast X Fog Rain X 10 -32 32 -55 X 55 -70 70-85 85+ King County Bow Lake Recycle 8 Transfer Station Site Preparation - Contract Number 1 Contract Number C00272C08 Inspector's Daily Report Construction Activity: D 5 Report No: 69 Date: 01 -07 -2011 Contract Title: Bow Lake Recycle and Transfer Station Prime Contractor: Lydig Construction Contract Number: C00405C09 Inspector: Walt Wojcik Time Work Started: 7:30 am Time Work Stopped: 3:30 pm Cost Item No. 1 — Site Facilities for Bow Lake Recycling and Transfer Station City of Tukwila Permit # D09 -161 Construction of New 3 Story Transfer Station City of Tukwila Permit #09 -095 Plumbing for New 3 Story Transfer Station 6:15 am Arrived on site. 6:45 am Jerry Marvin/Lydig briefed us on his concern with the alignment of the elevator pit. Jerry has the surveyor /Coastal Construction scheduled for this morning to verify the elevator pit alignment. 8:00 am Visited the compactor bay area. William Parsons/King County Materials Lab on site taking soil densities in the area of the vault. 8:15 am Surveyor /Coastal Construction verifying the alignment of the elevator pit. Alignment according to Paul Garlock/Lydig is within 0.75 ". 8:25 am carpenters continue to install kickers on the elevator concrete forms. .8:30 am Dan Strong/Shin Mechanical setting dunnage in multi -use conduit trench in preparation for placing the conduit. 9:00 am Shinn Mechanical has delivered the repaired multi -use conduit. 9:02 am Hawk Mechanical has constructed the HDPE Rain Water Suction line and placed it in its trench. 9:04 am Inspector Tom Reetz checked the installed ductile iron leachate pipe for proper slope using an electronic smart level. The slope was inconsistent throughout pipe run as well as the alignment was not to line. Mr. Reetz informed Scott/Hawk Mechanical of our concerns. Scott will realign the pipe for line and grade. 9:20 am Observed Carpenters setting forms for vertical dowels in elevator pit. 10:00 am Returned to office for review of pipe layout. 10:04 am Call James Dunaway City of Tukwila Sr. Building Inspector regarding pressure test of leachate line for Compactor #1 from BD -1 to Vault #1 and Rain Water Suction Line from GL `C' to `G /H'. Mr. Dunaway requested that we conduct the inspection of the pressure tests and provide photographic and written evidence of the test and its result. 11:00 am Returned to site. Inspector Reetz is using the smart level to verify the new line and grade of the ductile iron leachate line. The grade is now a consistent 2.1% and the pipe is in alignment. 11:15 am Tim Hyden King County Materials Lab on site to check rebar placement King County Bow Lake Recycle 8 Transfer Station Site Preparation - Contract Number 1 Contract Number C00272C08 Inspector's Daily Report Report No: 69 Date: 01 -07 -2011 Contract Title: Bow Lake Recycle and Transfer Station Prime Contractor: Lydig Construction Contract Number: C00405C09 Inspector: Walt Wojcik Time Work Started: 7:30 am Time Work Stopped: 3:30 pm City of Tukwila Permit # D09 -161 Construction of New 3 Story Transfer Station City of Tukwila Permit #09 -095 Plumbing for New 3 Story Transfer Station City of Tukwila Permit # D09 -161 Construction of New 3 Story Transfer Station Cost Item No. 1 — Site Facilities for Bow Lake Recycling and Transfer Station and to test and sample the concrete for the elevator slab. The concrete mix design is Project Mix 4000A supplied by Corliss Concrete Products. The 4000A has a Corliss Mix # P3451 A 11:20 am Observed KLB setting Compactor Bay Dry Vault with the 400 track hoe. 11:35 am Observed Hawk Mechanical installing blind flange on leachate line in preparation for pressure test on Monday. 11:38 am Shinn has exposed the ends of the multi -use conduit in order to join the internal PVC and copper conduit. 12:10 pm Observed Shinn making the first connection in the multi -use conduit. Solvent welding the 4" center line PVC conduit. 12:40 pm Observed Shinn soldering the copper conduit in the multi -use conduit. 12:46 pm Observed Corliss Concrete Materials arrived with the first load concrete. Lydig is still adjusting rebar and forms. 1:10 pm Lydig is placing concrete. They have a small submersible pump located in the NW corner of the slab to evacuate any water in the elevator pit. Lydig chased the water to the NW corner and excess water was removed by the pump. Tim Hyden has taken a concrete slump of 5.6" which is within the specified slump for the pour. He has also taken core samples which will evaluate the strength of the concrete. 1:52 pm Observed Corliss's second truck arrival. 1:54 pm Corliss's first truck load is finished placing concrete. 2:05 pm Corliss's second truck finished placing concrete. 2:06 pm Observed Shinn insulating the copper tubing in the multi -use conduit. 2:15 pm Returned to the office. 3:30 pm I departed the site. Was anyone injured today? Yes No X Details EWO work performed today? Yes No X None Trucking tickets received today? Yes No X None Directions given to contractor? Yes No X None Project Delays. Yes No X None Project scheduling Yes No X None Problems identified? Yes No X None Material received & condition? Yes No X None Visitors? Yes X No William Parsons King County Materials Lab, Tim Hyden King County Materials Lab Contractor Personnel Company Name: Description Number Lydig Construction Supervisor Lydig Construction Laborer Lydig Construction Operator Lydig Construction Driver Lydig Construction Carpenter /Concrete KLB Construction Supervisor KLB Construction Laborer KLB Construction Operator Equipment Onsite Worked Standby Ford F450 Flatbed w /tools KLB Ford F250 Pickup w /tools KLB KLB Cat 420E BH KLB Komatsu 400 Track Hoe *Note refer to Inspector Reetz's report for Equipment & Labor hours King County Bow Lake Recycle & Transfer Station Site Preparation - Contract Number 1 Contract Number C00272C08 Inspector's Daily Report Signed Walt Wojcik Report No: 69 Date: 01 -07 -2011 Contract Title: Bow Lake Recycle and Transfer Station Prime Contractor: Lydig Construction Contract Number: C00405C09 Inspector: Walt Wojcik Time Work Started: 7:30 am Time Work Stopped: 3:30 pm Elevator Pit — Coastal Construction Surveys Inc verifying the Pit Location Elevator Pit — Concrete Truck arrival for placement of Concrete to the Pit Slab January 07, 2011 1 of W7 Elevator Pit — Adding Vertical Dowels to the Elevator Pit Rebar Cage Elevator Pit — Concrete Truck preparing to place concrete to the Pit Slab/Footing iM7 WYPX7VIZAllz TM& " • s. Elevator Pit - Placing concrete for the Pit Slab/Footing Electrical Ground Cable Methane Seal delaminating prior repair January 07, 2011 2 of W7 Elevator Pit - Placing concrete for the Pit Slab/Footing ' 7 Elevator Pit - Sump Pump is evacuating excess water from pit area during placement MI! Compactor Bay - Shinn Mechanical delivering the prefabricated Multi -use Conduit Compactor Bay - the Multi-use Conduit being set in place January 07, 2011 6 of W7 Compactor Bay - the Multi -use Conduit being hoisted to its location Compactor Bay - the Multi -use Conduit being staged for assembly Compactor Bay — Shinn Mechanical preparing to join the piping Compactor Bay — Copper Pipe Coupling Soldered using Mapp Gas January 07, 2011 7 of W7 Compactor Bay — Copper Piping is prepared for welding _p Copper Pipe being lagged (insulated) prior joining of the Multi -use Conduit .• 1 - .. y. r/ -1 ^r < 'I'�. DAY OF THE WEEK: Sunday Monday Tuesday Wednesday Thursday X Friday Saturday WEATHER: Clear Partly Cloudy Overcast X Fog Rain X 10 -32 32 -55 X 55 -70 70 -85 85+ King County Bow Lake Recycle & Transfer Station Site Preparation - Contract Number 1 Contract Number C00272C08 Inspector's Daily Report I:D0C - 165 Report No: 68 Date: 01 -06 -2011 Contract Title: Bow Lake Recycle and Transfer Station Prime Contractor: Lydig Construction Contract Number: C00405C09 Inspector: Walt Wojcik Time Work Started: 7:30 am Time Work Stopped: 3:30 pm Construction Activity: Cost Item No. 1 — Site Facilities for Bow Lake Recycling and Transfer Station City of Tukwila Permit # D09 -161 Construction of New 3 Story Transfer Station 6:15 am Arrived on site. 6:25 am Met with Jerry Marvin & Paul Garlock regarding the placing of rebar today and the placing of concrete in the elevator pit on Friday. 7:30 am Met with Scott Hawk Mechanical to discuss the leachate under slab system and its testing requirements. 8:00 am Visited the compactor bay area. 8:05 am Observed KLB testing the wheel wash equipment. Equipment functions as required. Wheel wash is now operative. 8:20 am Observed Apex Specialties Coatings preparing the elevator pit for smoke test. 8:25 am Observed KLB 400 Track hoe excavating excess material from south side of compactor bay. 8:43 am Apex started smoke test of the elevator pit methane barrier under the direction of Clinton Shaw CWS Special Inspector. 8:45 am Observed KLB verifying invert elevation of leachate pipe opening in Vault #1 8:57 am Clinton Shaw Special inspector passed the elevator pit methane barrier installation smoke test. Access port for smoke test hose was patched, 9:00 am Hawk Mechanical started laying 6" ductile iron pipe in the leachate trench. 4 sticks (80') were placed with east end of the pipe in to Vault #1. 9:30 am Cochran electric placed the grounding wire through the west and east side of concrete form into the elevator pit. The penetration was patched by Apex's crew. 9:40 am Apex Specialties crew departed the site. KLB started digging the northerly leachate system trench from approximately GL `G' to GL `C' along GL 10.5. 9:45 am Rod busters from R2M2 started stockpiling rebar and concrete dobies at the elevator pit. 10:00 am Returned to office to research on rebar placement. King County Bow Lake Recycle & Transfer Station Site Preparation - Contract Number 1 Contract Number C00272C08 Inspector's Daily Report Report No: 68 Date: 01 -06 -2011 Contract Title: Bow Lake Recycle and Transfer Station Prime Contractor: Lydig Construction Contract Number: C00405C09 Inspector: Walt Wojcik Time Work Started: 7:30 am Time Work Stopped: 3:30 pm Cost Item No. 1 — Site Facilities for Bow Lake Recycling and Transfer Station 10:45 am Visited site. R2M2 has first rebar mat laid in the elevator pit. 11:00 am Observed KLB continuing to excavate soil in and around the compactor bay. Pads for the Top Load Bay Vault and the CAM -1 MH have been prepped. Work excavating the Dry Valve Vault pad is in progress. 11:20 am R2M2 is working on the top rebar mat. 11:22 am Hawk Mechanical received a shipment of ductile iron pipe consisting of 22 sticks of 6" and 4 sticks of 8" plus miscellaneous fittings and gaskets. 11:45 am Hawk Mechanical is fusing the first of many HDPE fittings using a McElroy fusing machine which they own. 11:55 am Returned to office to review RFI's. 1:10 pm Visited the compactor bay. R2M2 has top mat installed in elevator pit. Tim Hyden King County Materials Lab on site to inspect rebar placement. 1:59 pm Hawk Mechanical has laid ductile iron pipe for the leachate system to vault #1 2:05 pm Hawk is fabricated HDPE 6" pipe for the rain water suction line using the McElroy fusion machine. 2:23 pm Hawk is attaching ductile iron bends to the end of the leachate pipe with mechanical joint fittings. All straight joint connections used restraint joint gaskets. 3:00 pm Attended a meeting with Lydig and Shinn on 3 D modeling of under slab piping systems. The up dated model includes all mechanical under slab utilities however they are not tied to existing structures nor does it include pipe runs from other parts of the site. 3:45 pm I departed the site. Was anyone injured today? Yes No X Details EWO work performed today? Yes No X None Trucking tickets received today? Yes No X None Directions given to contractor? Yes No X None Project Delays. Yes No X None Project scheduling Yes No X None Problems identified? Yes No X None Material received & condition? Yes No X None Visitors? Yes X No William Parsons King County Materials Lab, Tim Hyden King County Materials Lab Contractor Personnel Company Name: Description Number Lydig Construction Supervisor Lydig Construction Laborer Lydig Construction Operator Lydig Construction Driver Lydig Construction Carpenter /Concrete KLB Construction Supervisor KLB Construction Laborer KLB Construction Operator Equipment Onsite Worked Standby Ford F450 Flatbed w /tools KLB Ford F250 Pickup w /tools KLB KLB Cat 420E BH KLB Komatsu 400 Track Hoe *Note refer to Inspector Reetz's report for Equipment & Labor hours King County Bow Lake Recycle & Transfer Station Site Preparation - Contract Number 1 Contract Number C00272C08 Inspector's Daily Report Signed Walt Wojcik Report No: 68 Date: 01 - 06 - 2011 Contract Title: Bow Lake Recycle and Transfer Station Prime Contractor: Lydig Construction Contract Number: C00405C09 Inspector: Walt Wojcik Time Work Started: 7:30 am Time Work Stopped: 3:30 pm Methane Barrier — Apex Special Coatings preparing for a Smoke Test in elevator nit fl Elevator Pit Area — R2M2 cutting rebar for assembly of the Slab / Footing January 06, 2011 3 of W5 Methane Barrier — Special Inspector checking Methane Barrier integrity in nit area Elevator Pit Area — Checking Rebar Spacing during assembly of the Slab / Footing Elevator Pit — Cochran installed a Ground Conductor Ground Cable sealed through the methane barrier Compactor Bay Area — Hawk Fusing the first of many HDPE pipe fittings s' January 06, 2011 5 of W5 McElroy Fusing Machine used for HDPE piping Compactor Bay Area — Hawk Mechanical's Rain Water Suction Pipe Assembly Compactor Bay Area — Ductile Iron delivery for Hawk Mechanical Hawk installing a 90 deg. Elbow with a mechanical joint connector January 06, 2011 4 of W5 Compactor Bay Area — Hawk Mechanical cutting Ductile Iron pie for assembly Compactor Bay Area — Overall View looking East DAY OF THE WEEK: Sunday Monday Tuesday X Wednesday Thursday Friday Saturday WEATHER: Clear Partly Cloudy Overcast X Fog Rain TEMPERATURE: 10 -32 32 -55 X 55 -70 70-85 85+ la King County Bow Lake Recycle 8 Transfer Station Site Preparation - Contract Number 1 Contract Number C00272C08 Inspector's Daily Report b o - r 6 Report No: 28 Date: 1 -11 -11 Contract Title: Bow Lake Recycle and Transfer Station Prime Contractor: Lydig Contract Number: C00405C09 Inspector: Thomas Reetz Time Work Started: 7:30am Time Work Stopped: 3:30pm Construction Activity: Cost Item No. 1 Site Facilities for Bow Lake Recycling and Transfer Station City of Tukwila Permit#D09 -161 Construction of New 3 Story Transfer Station Cost Item No. 1 Site Facilities for Bow Lake Recycling and Transfer Station 6:25am I arrived at the project site. 6:34am I began review of E- Builder and E -Mail correspondence. 7:45am William Parsons (KCML) arrived to perform compaction tests on one (1) foot lifts of native material being placed around Vault -1 and the trench line exiting to the west of Vault -2. He will also be conducting compaction tests on a one (1) foot lift of CSBC placed around the Top Load Vault and the elevator shaft slab /footing. 8:44am KLB personnel have placed a one (1) foot lift of CSBC around the elevator shaft slab /footing. A KLB laborer is utilizing a tamping foot compactor to compact the CSBC material. 9:06am Shinn Mechanical personnel are reinforcing the welds (additional heated HDPE material) on the bends of the HDPE multi -pipe conduit. 9:22am A Lydig carpenter has initiated the formwork construction for the elevator shaft walls. 9:30am I observed that small compaction equipment is being utilized to compact a one (1) foot lift of CSBC material within five (5) feet of the Top Load Vault. Care is being taken not to damage the Methane Barrier System previously applied to the sides of the Top Load Vault. 9:40am The structure CAMH -1 (compressed air manhole) was positioned and leveled on a compacted 6" lift of CSBC. KLB's grade checker utilized a Topcon GPS Rover to verify positioning of the base section. 10:00am I attended the SSI Coordination Meeting dealing with installation of the compactors. 11:20am The SSI Coordination Meeting concluded. 11:55pm Bill Feeney (KLB) stated that he wouldn't need any more compaction tests today. I informed William Parsons (KCML) and requested that he come back tomorrow morning at 8:00am for additional testing of backfill placed around structures. William completed all the required compaction tests on the above mentioned sites and departed the area. 12:49pm I informed Hawk Mechanical personnel that they have a "hump" in the Was anyone injured today? Yes No X Details EWO work performed today? Yes No X None Trucking tickets received today? Yes No X None Directions given to contractor? Yes No X None Project Delays. Yes No X None Project scheduling Yes No X None Problems identified? Yes No X None Material received & condition? Yes No X None Visitors? Yes No X None King County Bow Lake Recycle 8 Transfer Station Site Preparation - Contract Number 1 Contract Number C00272C08 Inspector's Daily Report Report No: 28 Date: 1 -11 -11 Contract Title: Bow Lake Recycle and Transfer Station Prime Contractor: Lydig Contract Number: C00405C09 Inspector: Thomas Reetz Time Work Started: 7:30am Time Work Stopped: 3:30pm City of Tukwila Permit#D09 -161 Construction of New 3 Story Transfer Station Cost Item No. 1 Site Facilities for Bow Lake Recycling and Transfer Station grade of the 6" dia. D.I. leachate water pipe at approximately two- thirds (2/3) of the length of the pipe run west of Vault -2. Scott (Hawk Foreman) stated he would have his crew correct the grade deficiency. 1:06pm Apex is applying spray- applied high- build, polymer - modified asphaltic emulsion to Vault -2. Ambient temperature is 40F. 1:35pm Hawk Mechanical had a laborer correct the grade of the 6" dia. D.I. leachate water pipe exiting Vault -2 to the northwest end of the compactor bay. I utilized a electronic "smart level" to annotate percent of grade. 1:42pm Apex is applying spray - applied high- build, polymer - modified asphaltic emulsion to the Top Load Vault. Ambient temperature is 39F. 2:00pm Shinn Mechanical is performing a preliminary 15psi pressure /soap test of the multi -pipe conduit. 3:21 pm I departed for today. Contractor Personnel Company Name: Description Number Lydig Construction Supervisor 2 Lydig Construction Carpenter 2 Dump Truck/Trailer (KLB) N/A KLB Construction Supervisor 2 KLB Construction Operator 2 KLB Construction Laborer 4 Cat 420E backhoe (KLB) 1 R2M2 Iron Worker 0 Apex Applicators 3 Shinn Mechanical Representative 1 Shinn Mechanical Laborers 4 Hawk Mechanical Plumber 3 Equipment Onsite Worked Standby Ford F150 (L) 3 Dump Truck/Trailer (KLB) N/A Ford F150 (KLB) 1 Ford F250 (KLB) I Ford F450 flatbed (KLB) 1 Cat 420E backhoe (KLB) 1 Komatsu PC400 excay. (KLB) 1 Komatsu PC160 excay. (KLB) 1 Hypac C820A vibe roller (KLB) 1 Water Truck 4000 gal. (KLB) 2 s I. King County Bow Lake Recycle 8 Transfer Station Site Preparation - Contract Number 1 Contract Number C00272C08 Inspector's Daily Report Report No: 28 Date: 1-11-11 Contract Title: Bow Lake Recycle and Transfer Station Prime Contractor: Lydig Contract Number: C00405C09 Inspector: Thomas Reetz Time Work Started: 7:30am Time Work Stopped: 3:30pm Compacting 1' Lift of CSBC around Elevator Shaft Elevator Pit — Lydig Carpenter forming Stem Walls in the Elevator Shaft January 11, 2011 1 of T5 KCML observing Backfill Operations around the Elevator F3�SErTAIL.fl± �:.:txra +. r =r .• ..,. i.; ..r: sc?= Elevator Pit — Stockpile of overlaid plywood for forming Walls in the Elevator Shaft January 11, 2011 2 of T5 , nktR , 1 7 0,7t:4114WVZSCORW_T:TAIMAIICTAVIKii . ': , . , ?F.ANS.77.:6.3v Yrez. \":4 Compactor Bay — CAMH-1 is set into position gt5170 +Vd5:3 _ ..dr‘..034.turrn6 • , Tat Applying a High-Build, Polymer-Modified Asphaltic Emulsion to the Too Load Vault Installing a Methane Barrier to the Top Load Vault Applying a High-Build, Polymer-Modified Asphaltic Emulsion to Vault-2 Reinforcing the Joint Welds on the Multi -Use Conduit Preparing for a Pressure Test on a 6" dia. Ductile Iron Leachate Pine January 11, 2011 3 of T5 Reinforcing the Joint Welds on the Multi -Use Conduit Leachate Water Line exiting Vault -2 (looking East) Shinn Mechanical performing a preliminary oressure/soan test on the Multi-use Conduit Removing a "Hump" in the grade of the Leachate Line exiting Vault -2 (looking East) Percent of of grade on 6" DI Leachate Pipe from Vault-2 Percent of grade on 6" DI Leachate Pipe from Vault-2 gmr.,,,•?—.0,, • • X*4 January 11, 2011 4 of T5 Percent of grade on 6" DI Leachate Pipe from Vault-2 :a7-zz Percent of grade on 6" DI Leachate Pipe from Vault-2 Percent of grade on 6" DI Leachate Pipe from Vault-2 . 05.*Vik' nrq 1 1; • •7: "vh h ••• g 0 -1, Percent of grade on 6" DI Leachate Pipe from Vault-2 A77FT•17,.:3:tr.;.; v.44. t' '':[w iA4i.S l:iliwlD Cnlibrntn . O %IN /FT Percent of grade on 6" DI Leachate Pipe from Vault -2 Percent of grade on 6" DI Leachate Pipe from Vault -2 January 11, 2011 5 of T5 Percent of grade on 6" DI Leachate Pipe from Vault -2 "'"?-T Percent of grade on 6" DI Leachate Pipe from Vault -2 Percent of grade on 6" DI Leachate Pipe from Vault -2 Percent of grade on 6" DI Leachate Pipe from Vault -2 DAY OF THE WEEK: Sunday Monday X Tuesday Wednesday Thursday Friday Saturday WEATHER: Clear Partly Cloudy X Overcast Fog Rain TEMPERATURE: 10 -32 32 -55 X 55 -70 70-85 85+ King County Bow Lake Recycle & Transfer Station Site Preparation - Contract Number 1 Contract Number C00272C08 Inspector's Daily Report Construction Activity: Dog -44 Report No: 27 Date: 1-10-11 Contract Title: Bow Lake Recycle and Transfer Station Prime Contractor: Lydig Contract Number: C00405C09 Inspector: Thomas Reetz Time Work Started: 7:30am Time Work Stopped: 3:30pm Cost Item No. 1 Site Facilities for Bow Lake Recycling and Transfer Station City of Tukwila Permit #D09 -161 Construction of New 3 Story Transfer Station Cost Item No. 1 Site Facilities for Bow Lake Recycling and Transfer Station 6:18am I arrived at the project site. 6:24am I began review of E- Builder and E -Mail correspondence. 7:51am William Parsons (KCML) arrived to perform compaction tests on the one (1) foot lifts of native material that was placed on Friday 1/07/10 and compacted around the Heating Water Manhole, Vault -2 and Vault -1. William will remain on site today as KLB will continue to backfill in one (1) foot lifts around the structures in the compactor bay. 8:07am I noted that asphalt was placed this past Saturday 1/08/10 to aid with TESC issues and power vault maintenance. A new keyed -in asphalt patch was placed over the existing power vault near the Scale House. In addition, an asphalt berm was installed across the roadway at the northwest corner of the Trailer Yard and the two (2) solid lid catch basins in the loading chute were paved over. 8:20am I observed that small compaction equipment is being utilized to compact fill material within five (5) feet of structures Vault -1 and Vault -2. Demonstrated care is being taken not to damage the Methane Barrier System previously applied to the structures. 8:42am A Lydig carpenter is removing the bracing from the formwork of the elevator shaft footing/slab. 8:50am I observed KLB's grade checker verifying the CSBC subgrade for upcoming placement of CAMH -1 (compressed air manhole -1). 9:46am I called Dylan Rhys (Ecotone Commissioning) and informed him that Shinn Mechanical will be pressure testing the 6" dia. ductile iron leachate water line exiting Vault -1 to the west and pipes inside the multi -pipe conduit exiting the Heating Water Manhole this afternoon. Dylan stated that he would not be able to make it this afternoon. He requested that Walt Wojcik (Magnan Inspector) take photos and document the tests. He also stated that he would be here on Wednesday to discuss the inspection schedule for commissioning. 11:16am Shinn Mechanical personnel are removing the temporary bracing and supports used during transport and positioning of the multi -pipe conduit. 11:22am KLB's grade checker is utilizing a Topcon GPS Rover to annotate cuts /fills King County Bow Lake Recycle 8 Transfer Station Site Preparation - Contract Number 1 Contract Number C00272C08 Inspector's Daily Report Report No: 27 Date: 1 -10 -11 Contract Title: Bow Lake Recycle and Transfer Station Prime Contractor: Lydig Contract Number: C00405C09 Inspector: Thomas Reetz Time Work Started: 7:30am Time Work Stopped: 3:30pm Cost Item No. 1 Site Facilities for Bow Lake Recycling and Transfer Station City of Tukwila Permit#D09 -161 Construction of New 3 Story Transfer Station Cost Item No. 1 Site Facilities for Bow Lake Recycling and Transfer Station in the leachate water trench line that exits Vault -2 and ends at a BD -1 (basket drain) at the north west corner of the compactor bay. 11:25am Apex personnel are laminating the non -woven micro - perforated polypropylene fabric (methane barrier) to the bottom of CAMH -1. Current ambient temperature is 42F. The methane barrier application contractor stated in the Pre - installation conference that they could install the system down to 20F. 12:01 pm KLB delivered a Hypac steel drum vibrator roller to the site. 12:13pm A KLB laborer utilizing a tamping foot compactor is compacting the leachate water trench line that exits Vault -2 and ends at a BD -1 (basket drain) at the north west corner of the compactor bay. 1:01 pm Bill Feeney (KLB) stated that he wouldn't need any more compaction tests today. I informed William Parsons (KCML) and requested that he come back tomorrow morning at 8:00am for additional testing of backfill placed around structures. William completed all the required compaction tests on the above mentioned sites and departed the area. 1:35pm A Lydig carpenter is removing the formwork from the placed elevator shaft slab /footing. Care was taken not to damage the methane barrier. 1:40pm Apex applicators used all the spray - applied high - build, polymer - modified asphaltic emulsion they had on site. The crew departed for today. 1:51pm Walt Wojcik (Magnan Inspector) performed a "spot check" mil -test on the asphaltic emulsion applied to Vault -2 and recorded a mil thickness of 60 mils. 2:00pm KLB has a Komatsu PC400 excavator operator and laborer initiating placement of a one (1) foot lift of native sand over the first 30 feet of installed multi - pipe conduit that exits the Heating Water Manhole to the west. 3:21 pm I departed for today. Was anyone injured today? Yes No X Details EWO work performed today? Yes No X None Trucking tickets received today? Yes No X None Directions given to contractor? Yes No X None Project Delays. Yes No X None Project scheduling Yes No X None Problems identified? Yes No X None Material received & condition? Yes No X None Visitors? Yes No X None Contractor Personnel Company Name: Description Number Lydig Construction Supervisor 2 Lydig Construction Carpenter 2 Dump Truck/Trailer (KLB) N/A KLB Construction Supervisor 2 KLB Construction Operator 2 KLB Construction Laborer 4 Cat 420E backhoe (KLB) 1 R2M2 Iron Worker 0 Apex Applicators 2 Shinn Mechanical Representative 1 Shinn Mechanical Laborers 3 Hawk Mechanical Plumber 2 Equipment Onsite Worked Standby Ford F150 (L) 3 Dump Truck/Trailer (KLB) N/A Ford F150 (KLB) 1 Ford F250 (KLB) 1 Ford F450 flatbed (KLB) 1 Cat 420E backhoe (KLB) 1 Komatsu PC400 excay. (KLB) 1 Komatsu PC 160 excay. (KLB) 1 Hypac C820A vibe roller (KLB) 1 Water Truck 3000 gal. (KLB) 1 1 S g King County Bow Lake Recycle & Transfer Station Site Preparation - Contract Number 1 Contract Number C00272C08 Inspector's Daily Report Report No: 27 Date: 1 -10 -11 Contract Title: Bow Lake Recycle and Transfer Station Prime Contractor: Lydig Contract Number: C00405C09 Inspector: Thomas Reetz Time Work Started: 7:30am Time Work Stopped: 3:30pm Elevator Pit — Protection of the Placed Concrete in the Elevator Shaft January 10, 2011 5 of T6 7 .a r1ZIM4CF m ► M�J.8t.9; �3Y Elevator Pit — Removal of the Formwork of the Elevator Shaft Slab/Footing Elevator Pit — Formwork Removed exposing the Slab/Footing Methane Barrier Magnan inspector going over the Inspection Testing Criteria for Multi -use Pipe with Shinn MechanicaI AC *E7 `x The Clamp Sealing the Boot to the Multi -use Pioine Conduit January 10, 2011 6 of 6 Compactor Bay — Removal of the Bracing from the Multi -use Pipe Conduit The Clamp Sealing the Boot to the Multi -use Piping Example of the Spacer used inside the Multi- use Pioine Conduit The Initial Backfill over the Multi -use Piping Conduit DAY OF THE WEEK: Sunday Monday Tuesday Wednesday Thursday Friday X Saturday WEATHER: Clear Partly Cloudy Overcast Fog Rain X TEMPERATURE: 10 -32 32 -55 X 55 -70 70-85 85+ La King County Bow Lake Recycle 8 Transfer Station Site Preparation - Contract Number 1 Contract Number C00272C08 Inspector's Daily Report Construction Activity: D09 ► (S Report No: 26 Date: 1 -07 -11 Contract Title: Bow Lake Recycle and Transfer Station Prime Contractor: Lydig Contract Number: C00405C09 Inspector: Thomas Reetz Time Work Started: 7:30am Time Work Stopped: 3:30pm Cost Item No. 1 Site Facilities for Bow Lake Recycling and Transfer Station City of Tukwila Permit#D09 -161 Construction of New 3 Story Transfer Station Cost Item No. 1 Site Facilities for Bow Lake Recycling and Transfer Station 6:15am I arrived at the project site. 6:21am I began review of E- Builder and E -Mail correspondence. 6:27am Lydig's Lead Carpenter (Jerry) stated that he was "not comfortable" with the alignment of the elevator shaft/footing formwork. He said that Coastal Construction Surveying will be on site early this morning to confirm formwork alignment. Also, he stated that concrete placement was rescheduled from 10:00am to 12:30pm. 7:16am I called Tim Hyden (KCML) and informed him that concrete placement in the elevator shaft slab /footing has been "pushed back" until 12:30pm this afternoon. 7:50am William Parsons (KCML) arrived to perform compaction tests on the six (6) inch lift of compacted CSBC subgrade for the Top Load Vault, Dry Valve Vault, and CAMH -1. In addition he will test the placement of a one (1) foot lift of CSBC that was placed and compacted around the Heating Water Manhole, Vault -2 and Vault -1. 8:00am I called James Dunaway (City of Tukwila Building Inspector) and reached his voice mail. I informed him that concrete placement for the elevator shaft was moved from the scheduled time of 10:00am to 12:30pm. 8:23am James Dunaway returned my call and stated that he understood the time shift for concrete placement. However, he would not be able to make the 12:30pm placement. He stated that the Special Inspector (Tim Hyden KCML) must be on site to perform the special inspection for the placement. He also requested that the inspection report and photos be placed in his box located in our office for his review. 8:41 am Tim Hyden (KCML) arrived on site for rebar inspection in the elevator shaft. Tim was not able to inspect rebar installation at this time as Coastal Construction Surveying is verifying alignment of the elevator shaft slab /footing. Tim stated that he would return at 10:30am and check on rebar installation progress. 9:13am I expressed my concerns to Paul Garlot (Lydig) that the western most basket drain (BD -1) at the end of the 6" dia. DI pipe exiting Vault -1 has no staking to verify that it is in the correct location. Paul informed me that he would have the location verified. 9:40am William Parsons (KCML) completed all the required compaction tests on the above mentioned sites. He informed me that all CSBC pads and backfill around King County Bow Lake Recycle 8 Transfer Station Site Preparation - Contract Number 1 Contract Number C00272C08 Inspector's Daily Report Report No: 26 Date: 1 -07 -11 Contract Title: Bow Lake Recycle and Transfer Station Prime Contractor: Lydig Contract Number: C00405C09 Inspector: Thomas Reetz Time Work Started: 7:30am Time Work Stopped: 3:30pm Cost Item No. 1 Site Facilities for Bow Lake Recycling and Transfer Station City of Tukwila Permit #D09 -161 Construction of New 3 Story Transfer Station City of Tukwila Permit#D09 -161 Construction of New 3 Story Transfer Station structures had met compaction density requirements. William departed the site. 10:00am KLB backfill operations for vault structures are hindered due to work of other trades on site. 11:32pm Tim Hyden (KCML) Special Inspector for rebar reinforcement is currently inspecting the vertical rebar of the wall sections for the elevator shaft. Tim requested some corrections of clearance be made for the upper and lower rebar mats from the sides of the formwork. R2M2 (iron worker) and Lydig personnel are making the requested adjustments. 12:46pm First Corliss concrete truck arrived on site. 1:10pm Lydig began placement of concrete in the elevator shaft slab /footing. 1:15pmTim Hyden (King County Roads Division) performed quality control tests on the concrete being placed in the elevator shaft slab /footing. Concrete temperature was measured at 52.2 degrees. He then measured air content and received a 5.6% reading. Next, a slump test was administered with a result of 5 3/4 inches. All criteria for the Class 4000A concrete mix was met per specifications for this placement. Finally, he took four (4) concrete specimens (cylinders) for future compressive strength tests. 1:27pm I noted that Lydig's personnel are placing concrete in the elevator shaft slab /footing continuously and is being consolidated by mechanical vibrating equipment. 2:50pm Shinn Mechanical personnel are carefully positioning the electro -fuse coupler in order to connect the two sections of multi -use piping. 3:01 pm Lydig personnel are installing a keyway in the elevator shaft slab for the wall sections and applying a float/broom finish. 3:30pm I departed for today. Was anyone injured today? Yes No X Details EWO work performed today? Yes No X None Trucking tickets received today? Yes No X None Directions given to contractor? Yes No X None Project Delays. Yes No X None Project scheduling Yes No X None Problems identified? Yes No X None Material received & condition? Yes No X None Visitors? Yes No X None Contractor Personnel Company Name: Description Number Lydig Construction Supervisor 2 Lydig Construction Carpenter 3 KLB Construction Supervisor 2 KLB Construction Operator 2 KLB Construction Laborer 4 R2M2 Iron Worker 1 Apex Applicators 2 Shinn Mechanical Representative 1 Shinn Mechanical Laborers 3 Hawk Mechanical Plumber 3 King County Bow Lake Recycle & Transfer Station Site Preparation - Contract Number 1 Contract Number C00272C08 Inspector's Daily Report Equipment Onsite Ford F150 (L) Dump Truck/Trailer (KLB) Ford F150 (KLB) Ford F250 (KLB) Ford F450 flatbed (KLB) Cat 420E backhoe (KLB) Komatsu PC400 excay. (KLB) Komatsu PC160 excay. (KLB) Worked 3 N/A 1 1 1 1 1 1 Standby Report No: 26 Date: 1 -07 -11 Contract Title: Bow Lake Recycle and Transfer Station Prime Contractor: Lydig Contract Number: C00405C09 Inspector: Thomas Reetz Time Work Started: 7:30am Time Work Stopped: 3:30pm Elevator Pit — Verifying the alignment of the Elevator Shaft Formwork Elevator Pit — KCML performing Special Inspection of Rebar in the Pit Elevator Slab January 07, 2011 3 of T10 ' X 1, n Elevator Pit — KCML performing Special Inspection of Rebar in the Pit Elevator Slab tjal Elevator Pit — KCML performing Special Inspection of Rebar in the Pit Elevator Slab Elevator Pit — Temperature of the Concrete Class 4000 A for the Elevator Shaft Elevator Pit — Concrete Air Content at 5.6% January 07, 2011 4ofT10 Elevator Pit — Air Content Testing on the Concrete for the Elevator Shaft Slab :ni,. -v.:=c 'o: r . 7F4 ', :te Elevator Pit — Slump Test of the Concrete Placed in the Elevator Shaft/Footing ,K FSta .n..¢,i•., _.a a.� ., .. � . +'�"''��x � °ws.,,�• >k.- �,,=.^ .- 9'.��:E:�'ykk:4� Elevator Pit — Placement of Class 4000A Concrete in the Elevator Shaft/Footing Elevator Pit — Float Finishing the Elevator Shaft Slab / Footing January 07, 2011 5 of T10 Elevator Pit — Preparing the Concrete Cylinders for upcoming Compression Tests wi* Elevator Pit — Installing Keyways in the Elevator Slab / Footing . OM, PEIMIZMArclriEMPT..47.7.7a,T.'2..'.:,;5:: King County Department of Transportation Materials Laboratory Laboratory Identification Numbers of Samples Obtained: THE WORK INSPECTED AND /OR MATERIALS TESTED AS REFERENCED ABOVE CONFORM TO PROJECT REQUIREMENTS OR APPROVED CHANGES Special 110107.Repart I - IU _t.l) Tinlottly R. liyden. ABO No. SI 01070 Data King County Deep Inspection Report Project: Bow Lake Recycling and Transferr Station (Phase 2 - Contract 000405C09) Prime/Sub- Contractor: Lydlg Construction Permit Number: 010 -161 Inspection(s) By: Tim Hyden KC -11 -08 to KC -11 -11 Completed report from 1- 6-2010 and prepared for re- inspection of reinforcing scheduled for 0830 hours and concrete placement scheduled for 1000 hours. Arrived on site at 0825 hours. Weather was cloudy, temperatures ranged from approximately 45 F to 50 F and there was intermittent light to heavy rainfall. Contractor was concerned that stakes for laying out Elevator Pit slab had been moved and had surveyor on site to re- establish locations. Prior to my arrival, contractor had not installed remaining reinforcing steel or corrected issues identified yesterday afternoon. Contractor set up templates to assist with placement of wall dowels and began installation. Wall dowels verified for size and confirmed as Grade 60. Concrete placement was postponed until 1230 hours. I was scheduled to return to the site for final inspection of Compactor Bay slab reinforcement at 1130 hours. Arrived again on site at 1115 hours. Contractor was in the process of installing wall dowel bars. Hooks for dowels were set at same elevation as bottom mat reinforcing. Dowels were verified to be 12" on center and consisted of No. 6 and No. 8 bars as shown by Details M and N on plan sheet S117 and the approved Shop Drawings. Lower course of horizontal bars (No. 5) for walls above elevator pit slab were Installed but not completed. The lower course horizontal bars were not required as part of this scheduled concrete placement. Ends of tie wires had been secured, however dearances for top and bottom reinforcing steel mats had not yet been addressed. Blodtout for sump had been installed. Contractor finished installation of reinforcing steel at approximately 1200 hours and began making adjustments to formwork and horizontal bars to obtain adequate concrete cover. Approximately 1" of material was cut from some of the top and bottom mat horizontal bars using a saw with abrasive blade to obtain required concrete cover. Installation of reinforcing steel was complete at approximately 1230 hours. Concrete arrived at approximately 1245 hours and contractor was in the process of determining required finished grade for top of slab elevation. Water was ponding on the Methane Barrier at the bottom of the elevator pit slab. Contractor indicated they would place concrete so water was displaced and did not mix with concrete. Contractor stated as concrete placement progressed and water accumulated, it would be pumped out from the formwork. Obtained sample from first truck, performed concrete tests and molded 4 compressive strength cylinders. Results of testing are as follows: Temperature of Concrete - 52 F; Air Content - 5.6 %; Slump 5 34; and Unit Weight -145.0 pcf. Concrete was placed directly from chute and consolidated using a high - frequency vibrator. Water that had accumulated inside forms was displaced as placement progressed, did not mix with concrete and was removed by pumping. Contractor placed concrete to established grade and began applying a float finish. Contractor was aware that a broom finish was required after floating. Keyways for walls were cut between wall dowels by removing concrete. Finished grade for the slab ended up covering a portion of the first course of No. 5 horizontal bars for the elevator pit walls. Installation of an additional layer of No. 5 horizontal bars for the elevator pit walls will likely be required to achieve desired spacing. Work Not Meeting Specified Requirements: The first truck load of concrete was batched at 1155 hours, arrived on site at 1246 hours, began placement at 1310 hours and completed placement at 1350 hours. The second load of concrete was batched at 1231 hours, arrivedd at 1352 hours and completedd placement at approximately 1415 hours. Placement for both loads of concrete exceeded the maximum 1.5 hour time limit noted by Specification Section 03 3000, Paragraph 2.07.F.1. No additional water had been added to the concrete, and it remained plastic with no evidence that Initial set had begun prior to completion of discharge. YES REINSPECTION REQUIRED X NO 155 Monroe Avenue NE, Bldg. D, Renton, WA 98056 -4199 Phone: (206) 296 -7709 Fax: (206) 296 -0179 Project Number: R49581 Date: 1/7/2011 Report No. 3 Page: 1 of 1 Ceps Barham 1 KPFF Engineering Reviewed By Date Form Revised: December 27 2010. Concrete Conformance to Mix Design (ASTM C -94) Component (Tolerance) Wet Mass (lb/yd) Mass of Water OW/ SSD/Dry Mass (it/W') Allowable Range (Ib/yrP) Design Mass (ib /yd') C.A. 3% -3% 1649 22 1626 1564 1660 1612 F.A. 3% -3% 1429 74 1354 1311 1393 1352 Cem. 1% -1% - - - - - -- 541 540 550 545 Fly Ash 1% -1% - - - - - -- 121 119 121 120 Si0 1% -1% - - - - -- 0 H - -- — - - - - -- 138 -- - --- - -- 255 Water Added to Truck On Site Ogal. Volume of Concrete in Truck g Mass of Water added on Site (Ib/yd 0 Actual Water /(Cement +Pozz) 0.35 Total Mass of Water (Ib/yd 235 Design Water /(Cement +Pozz) 0.38 ASTM C31: Standard Practice for Making and Curing Concrete Test Specimens in the Field Date Cylinders Cast 1/7111 Time Cylinders Cast 13:00 No. of Cylinders Cast 4 Specimen Markings: Lab Numbers of Cylinders: KC - 11 - 8 to KC - 11 - 11 Test Ages of Cylinders: 7d, 28d, 28d, 56d Aggregate Source(s): Coarse: Corliss A-44 - Enumclaw Fine: Corliss A -44 - Enumclaw Batch Ticket Number: I ASTM C138: unit weight, Yield and Air Content of Concrete (A)Mass of Measure+Concrete 43.96Ibs (B)Mass of Measure 7.701bs (C)Volume of Measure 0.2500ft Unit Weight of I Concrete [(A- B) /C]: 145.Opcf l Time Allowed for Placement test Method for Slump of Hydraulic Cement Time Water Added to Cement 11:55 Specification 03 3000: 2.11C1 1.5 Hours Req'd Discharge Completion Time 13:25 Actual Time Discharge Complete 13:50 ASTM C143 test Method for Slump of Hydraulic Cement Concrete Slump: 5.75" HRWR Added: Y; Specification: Srwr A13000' 2 ten ASTM C231 Standard Test Method for Air Content of Freshly Mixed Concrete by Pressure Method Exposed? No Air Content: 5.6% Specification: 4% to 6% Spec. 03 3000: 2.08A ASTM C1064 Standard Test Method for Temperature of Freshly Mixed Portland Cement Concrete Temperature: 52'F Specification: 50'F - 80'F Son 033000 209A King County Department of Transportation Materials Laboratory Project: Bow Lake Recycling and Transfer Station Concrete Placed By: Concrete Supplier: Plant Location: Placement Location: Concrete Use: Remarks: Approved for Distribution By: Form: Field Concrete Test Report Lydig Construction Corliss Concrete Plant 2 Slab See Daily Inspection Report King County OSUCrote Reid Test Report Project Number. Placement Inspector: Tests and Cylinders by: Mix Design Number: Elevator Pit Slab Strength Specification: 4000psl meets Material above specifications. fails to meet Tested end Submitted By: Materials Engineer Date Initial Date Copies 2 155 Monroe Avenue NE, Bldg. D, Renton, WA 98056-4199 Phone: (206) 296 -7709 Fax: (206) 296 -0179 R49561 Tim Hyden Tim Hyden J1501APT Distribution Construction Svcs. 1 Project File at 28 days Revised: 1 -10 -2011 DAY OF THE WEEK: Sunday Monday Tuesday Wednesday Thursday X Friday Saturday WEATHER: Clear Partly Cloudy Overcast Fog Rain X TEMPERATURE: 10 -32 32 -55 X 55 -70 70-85 85+ la King County Bow Lake Recycle & Transfer Station Site Preparation - Contract Number 1 Contract Number C00272C08 Inspector's Daily Report bo1 -i‘.S Report No: 25 Date: 1 -06 -11 Contract Title: Bow Lake Recycle and Transfer Station Prime Contractor: Lydig Contract Number: C00405C09 Inspector: Thomas Reetz Time Work Started: 7:30am Time Work Stopped: 3:30pm Construction Activity: Cost Item No. 1 Site Facilities for Bow Lake Recycling and Transfer Station City of Tukwila Permit#D09 -161 Construction of New 3 Story Transfer Station Cost Item No. 1 Site Facilities for Bow Lake Recycling and Transfer Station 6:40am I arrived at the project site. 6:45am I began review of E- Builder and E -Mail correspondence. 7:30am William Parsons (KCML) arrived to perform compaction tests on the trench lines excavated yesterday. The leachate water piping trench line exiting Vault -1 and entering BD -1 received a 95.2% compaction density. The rain water suction piping trench line at the west end of the compactor bay received a 92.4 compaction density. The joint utility conduit trench line received a 93.85 compaction density. The Specifications in Section 312300 Paragraph 3.06 (C.) require utility trench lines achieve a 92% compaction density. The above mentioned trench lines met requirements. 8:05am Farwest delivered the rebar for installation in the elevator shaft slab /footing. 8:25am William Parsons (KCML) retrieved a sample of the mixed material stockpile located near the end of Road "A" for lab analysis. 8:35am I phoned Tim Hyden (King County Materials Lab) and scheduled a rebar inspection for the elevator shaft slab at 2:00pm this afternoon. Tim will be performing the special inspections of rebar and concrete during this phase of construction. 9:35am I called the City of Tukwila Interactive Voice Response Inspector Line to schedule a concrete inspection for tomorrow at 10:00am. I received a confirmation code number of 046067. 9:41am I began review of Vault -1 plans and specifications. 10:23am I called William Parsons (KCML) to schedule compaction testing for CSBC vault pads and trench lines for tomorrow at 8:00am (1/07/11). 10:45am I departed to the compactor bay area to observe operations. I observed R2M2 (Iron Workers) installing the bottom rebar mat in the elevator shaft. 10:53am I noted that two (2) Hawk Mechanical personnel were initiating welding of six (6) inch dia. HDPE sewer pipe. I requested that the operator of the fusing machine provide a copy of his certification. He stated that he didn't have it here on site but would provide a copy tomorrow. King County Bow Lake Recycle 8 Transfer Station Site Preparation - Contract Number 1 Contract Number C00272C08 Inspector's Daily Report Report No: 25 Date: 1 -06 -11 Contract Title: Bow Lake Recycle and Transfer Station Prime Contractor: Lydig Contract Number: C00405C09 Inspector: Thomas Reetz Time Work Started: 7:30am Time Work Stopped: 3:30pm Cost Item No. 1 Site Facilities for Bow Lake Recycling and Transfer Station City of Tukwila Permit#D09 -161 Construction of New 3 Story Transfer Station 11:00am Lydig has two (2) carpenters employed with bracing the formwork in place for the elevator shaft. Walt Wojcik (Magnan Inspector) inquired if the location of the formwork was verified. The lead carpenter (Jerry) stated that the positioning of the formwork was correct. 11:12am KLB has excavated the areas to receive the Top Load Vault and CAMH -1 (compressed air manhole). KLB's grade checker is utilizing a Topcon GPS Rover to annotate location and subgrade elevation for placement of six (6) inches of CSBC for these structures. I noted that the operator of a Komatsu PC400 excavator has begun initial excavation for the Compactor Bay Dry Valve Vault. 12:35pm Tim Hyden (KCML) arrived on site for rebar inspection in the elevator shaft. I am currently providing him with administrative data for the project. 1:13pm I observed two (2) laborers from KLB covering their stockpiles with plastic sheeting at the northwest corner of the project. 1:20pm Tim Hyden (KCML) Special Inspector for rebar reinforcement is currently inspecting the upper and lower rebar mats in the elevator shaft slab. The vertical dowels and rebar for the wall sections has not been installed yet. R2M2 personnel stated that they should have the wall reinforcing completed by 9:00am tomorrow morning. Tim stated that he would return tomorrow morning at 8:30am for final. Inspection. 1:37pm I noted that KLB has a placed six (6) inches of compacted CSBC on the "foot print" of CAMH -1 and the Top Load Vault. Their grade checker is utilizing a Topcon GPS Rover to confirm elevation and to mark -out (with paint) the alignment of the structures. 2:07pm KLB has a labor using a tamping foot compactor to compact the placed six (6) inch lift of CSBC for the Compactor Bay Dry Valve Vault. 2:23pm Lydig has two (2) carpenters utilizing surveyor provided staking/hubs to measure for installation of "jig" formwork of the stem walls of the elevator shaft slab. I voiced my concerns that the hubs and stakes may have been disturbed during earthwork operations and that the slab formwork may be out of position. Jerry (lead carpenter) stated he would complete his measurements and would then know if there was an issue with alignment. 3:30pm I departed for today. Was anyone injured today? Yes No X Details EWO work performed today? Yes No X None Trucking tickets received today? Yes No X None Directions given to contractor? Yes No X None Project Delays. Yes No X None Project scheduling Yes No X None Problems identified? Yes No X None Material received & condition? Yes No X None Visitors? Yes No X None Contractor Personnel Company Name: Description Number Lydig Construction Supervisor 2 Lydig Construction Carpenter 2 KLB Construction Supervisor 2 KLB Construction Operator 2 KLB Construction Laborer 4 R2M2 Iron Worker 2 Apex Applicators 2 Shinn Mechanical Representative 1 Hawk Mechanical Plumber 3 King County Bow Lake Recycle & Transfer Station Site Preparation - Contract Number 1 Contract Number C00272C08 Inspector's Daily Report Report No: 25 Date: 1-06-11 Contract Title: Bow Lake Recycle and Transfer Station Prime Contractor: Lydig Contract Number: C00405C09 Inspector: Thomas Reetz Time Work Started: 7:30am Time Work Stopped: 3:30pm Equipment Onsite Ford F150 (L) Dump Truck/Trailer (KLB) Ford F150 (KLB) Ford F250 (KLB) Ford F450 flatbed (KLB) Cat 420E backhoe (KLB) Komatsu PC400 excay. (KLB) Komatsu PC 160 excay. (KLB) Sign Worked 3 1 1 1 1 1 1 1 Standby Elevator Pit — Rebar installation within the Methane Barrier Special Inspection by KCML of the Rebar Mats, Bracing of forms in the background January 06, 2011 1 of T5 Elevator Pit - Cochrane Electric installing a Ground Cable in the Elevator Shaft Pad Elevator Pit — Upper and Lower Rebar Mats around the Shaft King County Department of Transportation Materials Laboratory Project: Bow Lake Recycling and Transferr Station (Phase 2 - Contract C00405C09) Prime/Sub- Contractor: Lydig Construction Permit Number: 010.181 InspecUon(s) By: Laboratory Identification Numbers of Samples Obtained: Arrrived on site at 1145 hours for reinforced concrete special inspection. Verified that City of Tukwila approved plans with building permit tags were on site. Obtained copies of Engineer approved concrete mix designs. Contractor was in the process of installing reinforcing steel for the elevator pit slab located between grid lines E -F and 8-9. Obtained copies of Engineer approved reinforcing steel shop drawings (Sheets V20218-01 and V20218 -02) for the Compactor Bay. Inspected reinforcing steel based on the Contract Plans Including sheets titled Structural Notes and Standard Details, and Plan Sheets S101, S102, S113 and S117, and Approved shop drawings. Identified changes between the Approved Plans and Approved Shop Drawings as follows: Slab bottom mat reinforcing increased from No. 5 to No. 6 bars and wall dowels along inside face of Elevator Pit at 8 line increased from No. 7 to No. 8 bars. Reinforcing steel verified as ASTM A-615, Grade 60, Type S (Billet). Reinforcing for top and bottom mats and added reinforcing trim bars around elevator shaft casing inspected for size, location, spacing and clearances. Wall dowels had not been installed at the time of this inspection. Identified areas requiring adjustment to obtain specified clearance of 2 inches around the outside faces of the slab. Ends of tie wire had not yet been secured around reinforcing. Contractor informed of areas requiring additional work. Contractor indicated clearance adjustments and wrapping of tie wires would be performed. Obtained copy of RFI 1 showing relocation of the Elevator Pit sump and verified changed lateral dimensions for Slab 13' 4" by 11' 1 °. Installation of reinforcing steel continued and a re- inspection was scheduled for 0830 hours on 1 -7 -2011. The following items require inspection and/or re- inspection prior to concrete placement: Tie wires wrapped around bars, bar clearance/cover for top and bottom mats and installation of wall dowels. Concrete placement scheduled for 1000 hours on 1 -7 -2011. I left the site at 1410 hours. THE WORK INSPECTED AND /OR MATERIALS TESTED AS REFERENCED ABOVE CONFORM TO PROJECT REQUIREMENTS OR APPROVED CHANGES Special tnspeetor- . .. :nn Timothy, 110108.Report 2 ABO No. SI 01070 I T King County Daily inspection Report Tim Hyden None X YES X REINSPECTION REQUIRED NO Reviewed By 155 Monroe Avenue NE. Bldg. D. Renton. WA 98056-4199 Phone: (206) 296-7709 Fax: (206) 296-0 179 Project Number: R49581 Date: 118/2011 Report No. 2 Page: 1 of 1 Cepa Ciabibution KPFF Engineering /- 7- ?.01/ , onto Form Revised: December 27 2010, DAY OF THE WEEK: Sunday Monday Tuesday Wednesday X Thursday Friday Saturday WEATHER: Clear Partly Cloudy Overcast Fog Rain X TEMPERATURE: 10 -32 32 -55 X 55 -70 70-85 85+ King County Bow Lake Recycle It Transfer Station Site Preparation - Contract Number 1 Contract Number C00272C08 Inspector's Daily Report Construction Activity: —1425 Report No: 24 Date: 1 -05 -11 Contract Title: Bow Lake Recycle and Transfer Station Prime Contractor: Lydig Contract Number: C00405C09 Inspector: Thomas Reetz Time Work Started: 7:30am Time Work Stopped: 3:30pm Cost Item No. 1 Site Facilities for Bow Lake Recycling and Transfer Station City of Tukwila Permit#D10 -161 Construction of New 3 Story Transfer Station Cost Item No. 1 Site Facilities for Bow Lake Recycling and Transfer Station 6:45am I arrived at the project site. 6:56am I began review of E- Builder and E -Mail correspondence. 7:35am KLB delivered a Komatsu PC 160 excavator to the site. 8:00am I began review of Section 22 0543 Underground Piping Systems as Bill Feeny (KLB) stated that Shinn Mechanical was delivering Joint Use Utility Piping today. 9:00am I attended the Weekly Construction Meeting. 10:02am The Weekly Construction Meeting concluded. 10:35am I departed to the compactor bay area to observe operations. 10:55am I called James Dunaway (City of Tukwila) Building Inspector and informed him that Shinn Mechanical/Lydig were laying Joint Use Utility Piping in an excavated trench from the Heating Water Manhole in the compactor bay to the approximate location of grid H9. Jim stated that he didn't need to observe this portion of Joint Use Utility Piping installation and to schedule inspection when pressure testing of the conduit is taking place. 12:16pm A KLB Komatsu PC160 excavator operator and grade checker utilizing a Topcon GPS rover are employed with excavating the leachate water piping french line from compactor bay Vault -1 to BD -1 (basket drain) located at the west end of the compactor bay. The material in this trenching area is native sand. The crew currently has 15' of trench line excavated. 12:25pm I returned to the office trailer to review plans and specifications. 1:40pm I called William Parsons (KCML) and scheduled compaction testing for tomorrow at 7:30am on the trench lines that are being excavated today. 2:00pm I departed to the compactor bay area to observe operations. I observed that the leachate trench line was completed and that the operator of a Komatsu PC 160 and grade checker began excavating the trench line for a rain water suction piping starting near Vault -1 and running in a westerly direction. Approximately 60 feet of trench line has been excavated. Soil conditions in this area are native sand. 2:15pm I spoke with Bill Feeney (KLB) and requested that they verify Invert Was anyone injured today? Yes No X Details EWO work performed today? Yes No X None Trucking tickets received today? Yes No X None Directions given to contractor? Yes No X None Project Delays. Yes No X None Project scheduling Yes No X None Problems identified? Yes No X None Material received & condition? Yes No X None Visitors? Yes No X None Contractor Personnel Company Name: Description Number Lydig Construction Supervisor 2 Lydig Construction Laborers 0 KLB Construction Supervisor 2 KLB Construction Operator 2 KLB Construction Laborer 4 Apex Applicators 4 Shinn Mechanical Representative 1 Hawk Mechanical Plumber King County Bow Lake Recycle 8 Transfer Station Site Preparation - Contract Number 1 Contract Number C00272C08 Inspector's Daily Report Equipment Onsite Ford F150 (L) Dump Truck/Trailer (KLB) Ford F150 (KLB) Ford F250 (KLB) Ford F450 flatbed (KLB) Cat 420E backhoe (KLB) Komatsu PC400 excay. (KLB) Komatsu PC160 excay. (KLB) Worked 2 1 Standby Report No: 24 Date: 1 -05 -11 Contract Title: Bow Lake Recycle and Transfer Station Prime Contractor: Lydig Contract Number: C00405C09 Inspector: Thomas Reetz Time Work Started: 7:30am Time Work Stopped: 3:30pm Cost Item No. 1 Site Facilities for Bow Lake Recycling and Transfer Station Elevations on the structures they set (Vault -1, Vault -2, and Heating Water Manhole). 2:45pm Utilizing a steel measuring tape and measuring down from the rim elevation (248.69) I verified the channel elevation inside SSMH -SP1 as being 236.06 and the top of channeling elevation as 236.96. 3:25pm I departed for today. Trench for the Joint Use Utility Piping exiting the Heating Water Manhole Positioning the I Section of the Joint Use Conduit into the Trench Line January 05, 2011 1 of T4 Shinn Mechanical (Dan Strong) inspecting the Trench Line for the Joint Use Conduit Shinn Field Tech Assistant (Dan Strong) observing the unloading of the conduit DAY OF THE WEEK: Sunday Monday Tuesday X Wednesday Thursday Friday Saturday WEATHER: Clear X Partly Cloudy Overcast Fog Rain TEMPERATURE: 10 -32 32 -55 X 55 -70 70-85 85+ King County Bow Lake Recycle 8 Transfer Station Site Preparation - Contract Number 1 Contract Number C00272C08 Inspector's Daily Report poi- tto.5 Report No: 23 Date: 1 -04 -11 Contract Title: Bow Lake Recycle and Transfer Station Prime Contractor: Lydig Contract Number: C00405C09 Inspector: Thomas Reetz Time Work Started: 7:30am Time Work Stopped: 4:00pm Construction Activity: Cost Item No. 1 Site Facilities for Bow Lake Recycling and Transfer Station City of Tukwila Permit#D10 -161 Construction of New 3 Story Transfer Station Cost Item No. 1 Site Facilities for Bow Lake Recycling and Transfer Station 6:58am I arrived at the project site. 7:03am I began review of E- Builder and E -Mail correspondence. 8:00am KLB's Komatsu PC400 excavator operator is loading -out stockpiled native sand material (from vault excavations) into a dump truck for transport to the northwest corner of the project. 8:27am I observed that the non - woven, micro - perforated polypropylene fabric (methane barrier system) that was applied yesterday is well adhered to the bottoms of Vault -1, Vault -2, Top Load Vault, and the Heating Water Manhole. An edge on each of the above mentioned structures still requires the micro - perforated polypropylene fabric to be secured in place as the structures are laid on their sides. 9:45am Coastal Construction Surveying arrived on site. 10:05am I returned to the office trailer to review the concrete dimensions and reinforcement requirements for the elevator shaft. I referenced RFI -1, S117 (plans), and Shop Drawings. 12:01 pm I departed to the compactor bay area to observe operations. Lydig has installed the formwork for the elevator shaft slab. I verified that the dimensions were 11' -1" by 13' -4 ". The formwork has not been staked into position or braced at this time. 12:20pm A truck load of forming materials was delivered by Lydig. 12:30pm A Weekly Safety Meeting was attended by Lydig and KLB personnel. 12:45pm A Coastal Construction Surveyor and KLB's grade checker are verifying the operation of KLB's Topcon GPS Rover system. 12:51 pm Ferguson delivered a tractor trailer load of piping materials for the compactor bay area. 1:08pm KLB has a grade checker, operator and two laborers employed with positioning and setting of Vault -1 on six (6) inches of CSBC. KLB's grade checker is utilizing a Topcon GPS Rover system to obtain alignment. I noted that a standard "bubble" level was used to level the base section. I did not observe the crew confirming Invert Elevations of the structure. Was anyone injured today? Yes No X Details EWO work performed today? Yes No X None Trucking tickets received today? Yes No X None Directions given to contractor? Yes No X None Project Delays. Yes No X None Project scheduling Yes No X None Problems identified? Yes No X None Material received & condition? Yes No X None Visitors? Yes No X None King County Bow Lake Recycle 8 Transfer Station Site Preparation - Contract Number 1 Contract Number C00272C08 Inspector's Daily Report Report No: 23 Date: 1 -04 -11 Contract Title: Bow Lake Recycle and Transfer Station Prime Contractor: Lydig Contract Number: C00405C09 Inspector: Thomas Reetz Time Work Started: 7:30am Time Work Stopped: 4:00pm Cost Item No. 1 Site Facilities for Bow Lake Recycling and Transfer Station 1:55pm I returned to the office trailer to research installation of the Heating Water Manhole. 2:22pm KLB has positioned Vault -2 onto a compacted 6" lift of CSBC. KLB's grade checker utilized their Topcon GPS Rover to confirm alignment. A standard "bubble" level was used to level the base section. I did not observe the crew confirming Invert Elevations of the structure. 2:55pm The Heating Water Manhole has been lowered into position onto a compacted 6" lift of CSBC. KLB's grade checker utilized their Topcon GPS Rover to confirm alignment. A standard "bubble" level was used to level the base section. I did not observe the crew confirming Invert Elevations of the structure. 3:20pm KLB's Komatsu PC400 excavator operator is clearing ice sheets from around the suction end of the 6" dia. hose positioned in the north cell of the Temporary Sediment Pond. 3:45pm I departed for today. Contractor Personnel Company Name: Description Number Lydig Construction Supervisor 2 Lydig Construction Laborers 0 KLB Construction Supervisor 2 KLB Construction Operator 2 KLB Construction Laborer 4 King County Bow Lake Recycle 8 Transfer Station Site Preparation - Contract Number 1 Contract Number C00272C08 Inspector's Daily Report Equipment Onsite Ford F150 (L) Dump Truck/Trailer (KLB) Ford F150 (KLB) Ford F250 (KLB) Ford F450 flatbed (KLB) Cat 420E backhoe (KLB) Komatsu PC400 excay. (KLB) Sign Worked 2 1 1 1 1 1 1 Standby Report No: 23 Date: 1 -04 -11 Contract Title: Bow Lake Recycle and Transfer Station Prime Contractor: Lydig Contract Number: C00405C09 Inspector: Thomas Reetz Time Work Started: 7:30am Time Work Stopped: 4:00pm January 04, 2011 2 of T5 • :::'!".;;;;.' • # • t,..;S.• Elevator Pit — KLB delivery of Forming Materials Elevator Pit — 11'- 1" dimension of the Elevator Shaft Slab Formwork ' • tai • — 44 2 1 :7.0 • pt-fe•-• Elevator Pit — Initial Formwork for the Elevator Shaft Footing / Slab ;77 Elevator Pit — 13'- 4" dimension of the Elevator Shaft Slab Formwork , ,`*," 4 A c ' • DAY OF THE WEEK: Sunday Monday Tuesday Wednesday X Thursday Friday Saturday WEATHER: Clear Partly Cloudy Overcast Fog Rain X TEMPERATURE: 10 -32 32 -55 X 55 -70 70-85 85+ La King County Bow Lake Recycle 8 Transfer Station Site Preparation - Contract Number 1 Contract Number C00272C08 Inspector's Daily Report Construction Activity: 05 — t 4° -- Report No: 21 Date: 12 -29 -10 Contract Title: Bow Lake Recycle and Transfer Station Prime Contractor: Lydig Contract Number: C00405C09 Inspector: Thomas Reetz Time Work Started: 7:30am Time Work Stopped: 4:00pm Cost Item No. 1 Site Facilities for Bow Lake Recycling and Transfer Station City of Tukwila Permit #D09 -161 Construction of New 3 Story Transfer Station 6:25am I arrived at the project site. 6:31 am I began review of E- Builder and E -Mail correspondence. 7:45am William Parsons (KCML) arrived on site and performed a compaction test on the CSBC placed yesterday afternoon on the subgrade of the elevator shaft. Utilizing a Troxler 3450 moisture density gauge he received compaction ratings of 95.2% and 97.2 %. 9:00am Tom Creegan requested that I escort Rich (King County Solid Waste Division) and an asphalt contractor to areas requiring installation of an asphalt berm across the existing Transfer Station loop road and pave -over of two (2) storm water solid lid catch basins located in the loading chute area. In addition, we discussed the repair or replacement of a previously installed asphalt patch over a power vault (in the roadway) near the scale house. 9:33am I attended the Weekly Construction Meeting that was already in progress. 10:00am The Weekly Construction Meeting concluded. 10:37am I participated in a conference call with Beverly Charlish and Larry Storset in reference to SSMH -SP1. The discussion centered on invert elevations for the 4" line from the Oil Stop Valve Vault, 2 "/8" lines from the Compactor Bay Dry Valve Vault, and the 6" sewer line in the compactor bay area that enter SSMH -SP1. The plans currently have no profile section of SSMH -SP1 or the above mentioned lines which enter it. Also, I informed them that Pages C102 /C103 don't contain a profile how pipes enter SSMH -SP2. 11:40am I observed two (2) laborers from KLB wrapping reinforced insulation tape around the 2" dia. PVC pipe from the metered water main connection to the tire wash. 12:01 pm KLB's Komatsu PC400 excavator operator is approximately 95% completed with lowering the ground elevation of the area (approx. 100'x75'in size) to receive structures in the near future. Excavated material is being transported via dump trucks to a stockpile area at the northwest corner of the project (near Wall «D„ 12:22am I returned to the office trailer and began review of the plans and Was anyone injured today? Yes No X Details EWO work performed today? Yes No X None Trucking tickets received today? Yes No X None Directions given to contractor? Yes No X None Project Delays. Yes No X None Project scheduling Yes No X None Problems identified? Yes No X None Material received & condition? Yes No X None Visitors? Yes No X None Contractor Personnel Company Name: Description Number Lydig Construction Supervisor 2 Lydig Construction Laborers 0 KLB Construction Supervisor 2 KLB Construction Operator 2 KLB Construction Laborer 2 King County Bow Lake Recycle 8 Transfer Station Site Preparation - Contract Number 1 Contract Number C00272C08 Inspector's Daily Report Cost Item No. 1 Site Facilities for Bow Lake Recycling and Transfer Station specifications for the elevator shaft and compactor bay area. 1:13pm I departed to the compactor bay area to observe operations. KLB personnel are working on TESC tasks. 2:45pm I departed for today. Equipment Onsite Ford F150 (L) Dump Truck/Trailer (KLB) Ford F150 (KLB) Ford F250 (KLB) Ford F450 flatbed (KLB) Cat 420E backhoe (KLB) Komatsu PC400 excay. (KLB) Worked 2 1 1 1 1 1 Standby Report No: 21 Date: 12 -29 -10 Contract Title: Bow Lake Recycle and Transfer Station Prime Contractor: Lydig Contract Number: C00405C09 Inspector: Thomas Reetz Time Work Started: 7:30am Time Work Stopped: 4:00pm Test # Station Offset Grade/ Elev. Sect. Type Material Type Lab Opt. Field Test Corr. Opt. % #4• Lab Max Test Corr. Max. % Comp. Pass / Fail Notes 2 12' S. 5' E. S /G +4" Fill CSBC 8.4 5 2.8 33 138.7 124.2 130.4 95.2 Pass Foundation 3 5' S. 4.5' E. S /G +4" Fill CSBC 8.4 5.8 2.8 33 138.7 126.7 130.4 97.2 Pass Foundation King County Department of Transportation Materials Laboratory Project: Contractor: Bowlake Recycling & Transfer Station, Phase II Project No.: R49561 KLB Construction King County FIELD COMPACTION CONTROL F.A.S. No. Compaction Eq. Used: CAT 420E Hoepac, #H106 Compaction Method: 31 2300 - 34/35, 3.06C.3 Proctor /Curve Number: KC - 07 - 981 (A - 511) Remarks: 1.AI1 Stations & Offsets from NW corner of slab for elevator shaft - compactor bay. 2.Troxler 3440 #38246 3.Foundation material replaced & retested due to over saturation. 155 Monroe Avenue NE, Bldg D, Renton, WA 98056 -4199 Phone (206) 296-7709 Fax: (206) 296 -0179 Date: 12/29/2010 Tested By: William S. Parsons Copies Distribution Project Mngr. Resident Engr. Lead Inspector Contractor Producer File Const. Admin DAY OF THE WEEK: Sunday Monday Tuesday Wednesday Thursday X Friday Saturday WEATHER: Clear Partly Cloudy Overcast Fog Rain X TEMPERATURE: 10 -32 32 -55 X 55 -70 70-85 85+ King County Bow Lake Recycle 8 Transfer Station Site Preparation - Contract Number 1 Contract Number C00272C08 Inspector's Daily Report 0 — Report No: 18 Date: 12 -23 -10 Contract Title: Bow Lake Recycle and Transfer Station Prime Contractor: Lydig Contract Number: C00405C09 Inspector: Thomas Reetz Time Work Started: 7:30am Time Work Stopped: 4:00pm Construction Activity: Cost Item No. 1 Site Facilities for Bow Lake Recycling and Transfer Station City of Tukwila Permit#D09 -161 Construction of New 3 Story Transfer Station 6:15am I arrived at the project site. 6:20am I began review of E- Builder and E -Mail correspondence. 8:20am I departed with Walt Wocjik and Jarrid Robinson on a site walk -thru. 8:27am I observed KLB's Komatsu PC400 excavator operator removing the CSTC pad in the elevator shaft area in preparation of placing a CSBC pad instead. 8:40am The Komatsu PC400 excavator operator is placing CSBC in the elevator shaft area. I noted that surveyor provided staking/hubs and a Topcon rotary laser were being utilized to establish slab subgrade elevation. 9:12am Granite Precasting delivered Vault -1, Vault -2, and the Top Load Vault to the site. 9:48am William Parsons (KCML) arrived on site and performed a compaction test on the CSBC placed on the subgrade of the elevator shaft. Utilizing a Troxler 3450 moisture density gauge he received a 98.53% compaction rating. 10:10am I returned to the office trailer and began review of the plans and specifications. 2:17pm I departed for today. Was anyone injured today? Yes No X Details EWO work performed today? Yes No X None Trucking tickets received today? Yes No X None Directions given to contractor? Yes No X None Project Delays. Yes No X None Project scheduling Yes No X None Problems identified? Yes No X None Material received & condition? Yes No X None Visitors? Yes No X None Contractor Personnel Company Name: Description Number Lydig Construction Supervisor 2 Lydig Construction Laborers 0 KLB Construction Supervisor 2 KLB Construction Operator 2 KLB Construction Laborer 3 King County Bow Lake Recycle 8 Transfer Station Site Preparation - Contract Number 1 Contract Number C00272C08 Inspector's Daily Report Equipment Onsite Ford F150 (L) Ford F150 (KLB) Ford F250 (KLB) Ford F450 flatbed (KLB) Cat 420E backhoe (KLB) Komatsu PC400 excay. (KLB) Worked 2 Standby Signed Report No: 18 Date: 12 -23 -10 Contract Title: Bow Lake Recycle and Transfer Station Prime Contractor: Lydig Contract Number: C00405C09 Inspector: Thomas Reetz Time Work Started: 7:30am Time Work Stopped: 4:00pm Test # Station Offset Grade/ Elev. Sect. Type Material Type Lab Opt. Field Test Corr. Opt. % #4. Lab Max Test Corr. Max, % Comp. Pass / Fail Notes 1 5' S. 4.5' E. S /G +4" Fill CSBC 8.4 5.1 2.8 33 138.7 127.5 130.4 97.8 Pass Foundation King County Department of Transportation Materials Laboratory Project: Contractor: Bowlake Recycling & Transfer Station, Phase II Project No.: R49561 KLB Construction Compaction Eq. Used: CAT 420E Hoepac, #H106 Compaction Method: 31 2300 - 34/35, 3.06C.3 Proctor /Curve Number: KC - 07 - 981 (A - 511) '7) King County FIELD COMPACTION CONTROL F.A.S. No. Tested By: William S. Parsons 155 Monroe Avenue NE, Bldg 0, Renton, WA 98056 -4199 ('hone: (206) 296 -7709 Fax: (206) 296 -0179 Date: 12/23/2010 Copies Distribution Remarks: 1.AII Stations & Offsets from NW corner of slab for elevator shaft-compactor bay. Project Mngr. 2.Troxler 3440 #38246 Resident Engr l:i Lead Inspector Contractor Producer File Const. Admin. DAY OF THE WEEK: Sunday Monday Tuesday Wednesday Thursday X Friday Saturday WEATHER: Clear Partly Cloudy X Overcast Fog Rain TEMPERATURE: 10 -32 32 -55 X 55 -70 70-85 85+ King County Bow Lake Recycle & Transfer Station Site Prepar = Contract Number 1 Contract Number C00272C08 Inspector's Daily Report Construction Activity: 1)09 - R3 Report No: 13 Date: 12 -16 -10 Contract Title: BOW Lake Recycle and Transfer Station Prime Contractor: Lydig Contract Number: C00405C09 Inspector: Thomas Reetz Time Work Started: 7 :30am Time Work Stopped: 4 :00pm Cost Item No. 1 Site Facilities for Bow Lake Recycling and Transfer Station City of Tukwila Permit# D10 -161 Cost Item No. 1 Site Facilities for Bow Lake Recycling and Transfer Station City of Tukwila Permit# D10 -161 Cost Item No. 1 Site Facilities for Bow Lake Recycling and Transfer Station 6:19am I arrived at the project site. 6:25am I began review of E- Builder and E -Mail correspondence: 7 :30am I noted that Joe Kirnerk (Hart Crowser) was on site to observe environmental soil conditions during excavation operations in the compactor bay area 8 :20am KLB is utilizing a Komatsu PC400 excavator to excavate the four (4) foot buffer zone for the footing slab at the north side of the compactor bay. 8 :34am KLB has two (2) laborers relocating stockpiled filled sandbags from the vicinity of the elevator casing in preparation for grading this area for the footing and slab. 8 :45am I called Joe Karahuta (King County Materials Lab) and requested he retrieve a sample of delivered CSTC for gradation testing per Section 312300 2.02 2a/3. 9:00am I attended a pre-con with City of Tukwila Inspectors Dave Stuckle and James Dunaway. 9 :30am Joe Karahuta (King County Materials Lab) retrieved a sample of Crushed Surfacing Top Course (CSTC) for gradation testing. 9:45am The pre -con with City of Tukwila Inspectors concluded. 9 :50am I departed with Dave Stuckle for an inspection of erosion control measures. 10:33am Inspection of erosion control measures concluded. 11:05am KLB continues to rough grade for the slab /footings of the compactor bay. A laborer is utilizing a hand held eye level /grade rod and surveyor provided staking to establish grade for the Komatsu PC400 excavator operator. 1:52pm I called King County Materials Lab to schedule compaction testing for the elevator shaft subgrade: 2:05pm I observed KLB personnel utilizing plastic sheeting to cover the stockpile generated from the day's operations. 2:45pm I attended a conference call with Craig Williamson, Walt Wojcik, and RW Beck. The conversations centered on differences between Specifications /Plans and Was anyone injured today? Yes No X Details EWO work performed today? Yes No X None Trucking tickets received today? Yes No X None Directions given to contractor? Yes No X None Project Delays. Yes No X None Project scheduling Yes No X None Problems identified? Yes No X None Material received & condition? Yes No X None Visitors? Yes No X None Contractor Personnel Company Name: Description Number Lydig Construction Supervisor 2 Lydig Construction Laborers 0 KLB Construction Supervisor 2 KLB Construction Operator 2 KLB Construction Laborer 3 King County Bow Lake Recycle 8 Transfer Station Site Preparation = Contract Number 1 Contract Number C00272C08 Inspector's Daily Report Cost Item No. 1 Site Facilities for Bow Lake Recycling and Transfer Station City of Tukwila permits. 2 :45pm I departed for today: Equipment Onsite Ford F 150 (L) Ford FI50 (KLB) Ford F250 (KLB) Ford F450 flatbed (KLB) Cat 420E backhoe (KLB) Komatsu PC400 excay. (KLB) Worked 2 Standby Signe Report No: 13 Date: 1216 -10 Contract Title: Bow Lake Recycle and Transfer Station Prime Contractor: Lydig Contract Number: C00405C09 Inspector: Thomas Reetz Time Work Started: 7 :30am Time Work Stopped: 4:00pm Bow Lake 'Transfer Station concrete mixes & usage Project Mix # Corliss Mix # Description In Example 3000A & Misc J1550A 3000# utility mix fence posts, bollards, 4000A P3451A 4000# 1 1 /2" agg. concrete elements 12" or thicker not scheduled to be another 4000# 4000B & Misc J1501APT 4000# 7/8" agg. Concrete elements less than 12" thick not scheduled to be another 4000# mix 4000E J1501PT 4000# 3 /" agg. Drilled Piers 4000C P15510 4000# %" agg. TSO floor and roof slabs on metal deck 4000D J240002 4000# 'A" agg. 4000F J1501APT 4000# w/ fiber 4000G P2401A 4000# 3/8" agg. Scale facility floor slab, stair treads Concrete fill for scale decks Contractor requested mix for ease of placement. Must be pre - approved 6000 P3601A 6000# 1 %2 "agg. Transfer building receiving floor and NPA floor grids "11" to "20" P LEASE VEPP IP -r cic 4- Akm 11 oiMENSIOW> Nc1 ARE weREcr • vis - a 243.20 p---r 001 qt--C: 0/5 Ill 2. WALL MAU. SECTION H) WALL SECTION R /8 38 LAP J8 62 LAP 58012 VERT DWI #3012 0W1, • • 5812 VaCI: SECTION E1EVATOR PIT SCALE 1/2%0 -0" /5*12 HOOt ." 96012 EW TOP . , • 1 . • . . • E6 tW ROT 12' -10 • 411 Ws: • ‘I. it WS C °lag cr is owl. Sc F 1 v �- 2 x 10##6 E312" 110 3446 -00 @12" TOP 66148 19 -00 @6" HOT 2x10#6'32-02 @ 12 " 181U 2x5416 38 -0, @ 12 " - 1 &B oG TJ NORTH SIDE ELEVATOR i 6 #6 1-08 @12" TOP 12.448 4 -08 @6" BOI SOUTH SIDE ELEVATOR 6 #6 4 -06 @12" TOP 12i/8 4-06 @6" BUT i NORTH SIDE ELEVATOR 1-- 2 #16 7 -08 @12" TOP 2 # 7 -08 @12" BOT SOUTH SIDE ELEVATOR 2 446 22 -00 @12" TOP 2119 22-00 @12" BOT x ELEVATOR PIT I [_ 1" FLOOR MAT RECESS 8" BOOTWASH RECESS 2x10 E. 39 - 03 @12" TI B ADD'L TI IM @ BOOTWASH (3 PLACES) A 4x2#6 12 -04 EACH S I D E 4x2- 7 -00 D I A G EACH CNR - 1 - 2_ x26 6F28 EACH 8" BOOTWASH RECSS 41446 39 -06 @12" TOP 411 149 39 -06 @12" BUT CUT TO FIT (a7 BOOTWASH 2x23146 40`- -CMG @12" T&B CUT TO BOOTWASH #6 VEF@12" OWL 38" LAP 2x10ij6 6F22 DWLS O #5 HEF @12" LAP 31" ---- 2 x21-15 8 -09 I -IFF @12" x41!5 5E23 CNR BAR • •• ANL #8 @12" DWL 62" LAP - -- -- SEE DWL PLAN DWG 02 10148 0F18 V I F@ 12 " • • • ••I 9'-4" #6 VEF @12" --� 10/46 6F7 DWI. S 7'-1" x 9'4" INSIDE DIMENSIONS • • ■ • 1 ■ • T 18 "x18 "x18" SUMP SECTION @ ELEVATOR PIT REF. M/S117 M - #8 @12" DWL 62" LAP SEE DWL PLAN DWG 02 EL. 243.80 EL. 241.80 #6@12" EW T &B ADD'L #6 EACH SIDE T &B TRIM AT OPENINGS #6V 2� #5 x2145 1 2x11145 -- #8©12" DWL 62" LAP SEE DWL PLAN DWG 02 EL. 243.80 EL. 241.80 .2" EW T &B _ #6 EACH SIDE T &B AT OPENINGS #6 VEF @12" DWL 38" LAP 2x1016 6F22 DWLS #5 HEF@12" LAP 31" --------- ■ x2.//5 11 -00 HEF @12" • • 2x'1-#5 5F23 CNR BAR • #6 VEF@12" - 7x1 6F ( DWL PROVIDED 24" DIA. STEEL CASING HYDRAULIC SHAFT _SECTION @ ELEVATOR PIT REF. N/S117 EL. 247.82 EL. 243.80 EL. 241.80 #6 @12" EW T &B ADD'L #6 EACH SIDE T &B TRIM AT OPENINGS . .1 1V-1" 9 - 1" -- 2x12ft6 'L2-- 0 @12 T&B CUT TO Fl • •' ENINGS 2x1'1116 1 1 0'1 @12" T&B CUT TO FIT a@ I PENINGS ADDITIONAL DIAG TRIM T&B 2xi1-1-r5 6 - 06 (2) 1&B DI/-1G 2x1 #5 5F21 (2) T63 DIAG ADDITIONAL REINF TRIM T &B - - - - 2 x2#6 6F19 ( 1 ) T&B EACH S I D E ADDITIONAL REINF TRIM T &B /-1x2 #6 6F20 (1) T &B EACH SIDE r-r'.. }� I ,t- , • • • • • , • , a. ,t J e / • • • • . • Il t • • • • . .1 1V-1" 9 - 1" -- 2x12ft6 'L2-- 0 @12 T&B CUT TO Fl • •' ENINGS 2x1'1116 1 1 0'1 @12" T&B CUT TO FIT a@ I PENINGS ADDITIONAL DIAG TRIM T&B 2xi1-1-r5 6 - 06 (2) 1&B DI/-1G 2x1 #5 5F21 (2) T63 DIAG ADDITIONAL REINF TRIM T &B - - - - 2 x2#6 6F19 ( 1 ) T&B EACH S I D E ADDITIONAL REINF TRIM T &B /-1x2 #6 6F20 (1) T &B EACH SIDE King County Department of Transportation Materials Laboratory Project: Prime/Sub- Contractor: Permit Number: Special m,poeto, • -- - Teo thy R. 101222 Rnpon Bow Lake Recycling and Transfers Station 1. 1.3 1`r Matti n,,ABO No. SI 01070 oath King County Daily Inspectlon Report Lydig Construction 008-389 inspection(s) By: Laboratory Identification Numbers of Samples Obtained: Tim Hyden None boo -r( I began reviewing project documents this morning after being notified the King County Materials Laboratory (KCML) would be responsible for reinforced concrete special inspections. Arrived on site at 1245 hours and attended a concrete pre - construction meeting. A number of personnel were present at the meeting representing KPFF, Lydig Construction, R.W. Beck, Corliss Concrete and others. A number of concrete mix designs had previously been submitted and it was stated the mix designs were in the process of being re- submitted. Engineer indicated the mix designated as 4,000G used a maximum aggregate size of 3/8-inch and was intended for use in difficult placement areas. Engineer indicated this mix could be substituted for other mixes where 4,000 psi concrete was specified. The status of shop drawings and lift drawings as referenced in the project specifications was not discussed. It was decided KPFF would be responsible to notify the Building Department of scheduled concrete placements in order to provide an opportunity for the Building Department to conduct inspections. It was discussed that the Building Department may or may not conduct inspections for concrete and, provided they were properly notified, special inspections by KCML would satisfy project requirements. The specifications indicate a maximum slump of 8 inches is permitted when the approved mix designs include a High Range Water Reducer (HRWR). The Engineer indicated this was correct and acceptable as long as the water -cement ratio was not exceeded and the concrete was not segregating. Additionally, it was confirmed slump shown on approved concrete mixes would be used for control when HRWR was not used. Concrete temperatures at the time of placement were confirmed to be a minimum of 50 F and a maximum of 80 F for Class 4,000 and 6,000 psi mixes. A maximum temperature of 90 F is permitted for Class 3,000 concrete. Allowable time limits on concrete were discussed and confirmed to be 90 minutes from the time a load of concrete was batched until placement for that load was completed. It was confirmed the allowable time limit is reduced to 75 minutes when air temperatures are between 85 and 90 and to 60 minutes when air temperatures are above 90 Concrete supplier indicated they have the capability to heat materials and provide concrete above the minimum temperature. There was some discussion between the Contractor and Concrete Supplier regarding travel times and travel routes to expedite delivery. Concrete Supplier indicated their Federal Way facility would be the primary batch plant, with Sumner being the secondary facility. It was confirmed concrete air content is 4 to 6 percent when air entrained concrete is specified. There was some discussion regarding a reduction in air content for some walls due to concerns with small surface voids after sand blasting, and for some slabs due to concerns with surface de- lamination. No changes to air content were approved and the Engineer requested the Contractor provide supporting information if a reduction is to be considered. There was some discussion regarding installation of block -outs for mechanical and electrical systems. Contractor inquired whether concrete could be cored after placement for block -outs. Engineer indicated coring would be generally acceptable, provided reinforcing steel was not cut. Additionally, Schedule 80 PVC pipe was acceptable for use as block -outs and could remain permanently in -place. Contractor indicated they may use sleeves with an internal waterstop, and the Engineer indicated this would also be a generally acceptable method. Requirements for concrete curing were discussed and Contractor indicated they planned to use curing compound and/or Visqueen. Engineer generally approved this method of curing provided curing compound did not affect bond for adjacent concrete. Engineer indicated the specified 7- day moist cure would not be required provided concrete was protected from rapid moisture loss. It was stated the Methane Barrier supplier indicated curing compound was not detrimental. There was some discussion regarding methods of supporting reinforcing steel to maintain clearances and position. Contractor requested approval to use 12 -inch square plywood under supports for slab reinforcement where the methane barrier was installed. Engineer indicated he would consider the request but contractor should submit supplemental information. Contractor indicated they planned to use plastic "wheel" type supports for reinforcing in walls. I informed Contractor the use of plastic bar supports were generally acceptable. Although not discussed in the meeting, it is recommended Contractor submit information on the specific plastic bar supports to the Engineer for approval to verify they meet the requirements of Sections 3.4 and 3.5 of Concrete Reinforcing Steel Institute (CRSI) Manual of Standard Practice. Continued on Page 2 of 2 THE WORK INSPECTED AND/OR MATERIALS TESTED AS REFERENCED ABOVE CONFORM TO PROJECT REQUIREMENTS OR APPROVED CHANGES Rortawed By X YES NO Project Number: R49561 Date: 12/22/2010 Report No. 1 Page: 1 of 2 155 Monroe Avenue NE, Bldg. D, Renton, WA 98056-4199 Phone: (206) 296-7709 Fax: (206) 296-0179 KPFF Engineering /Z / _k/ /C) Date / Forth R.Nwd December 21 2010. King County Department of Transportation Materials Laboratory Project: Prima/Sub- Contractor: Permit Number: Laboratory Identification Numbers of Samples Obtained: 101222Rapaa I Special hls tw .. — " ^v1 AB .f,.� lA 17 at.ty Tlmoth R. W O No. SI 01070 oma King County Me Inspection Report Bow Lake Recycling and Transfer Station Lydig Construction D08-389 inspection(s) By: Tim Hyden None Contractor was informed that requests for special inspection need to be placed a minimum of 24 -hours in advance of the time inspections are required. Contractor indicated first concrete may occur by the end of the week of December 22 through 25, 2010 on the elevator pit slab, however it was likely the first concrete placement would not occur until after January 1, 2011. Contractor requested approval to place concrete for a working surface ( "rat" slab) prior to placement of the elevator pit slab. Detailed information was not provided, however It is believed the rat slab is for support of reinforcing steel and/or mechanical systems associated with the elevator. Engineer indicated placement of a rat slab was acceptable. Meeting was adjourned at 1400 hours and I left the site. THE WORK INSPECTED AND/OR MATERIALS TESTED AS REFERENCED ABOVE CONFORM TO PROJECT REQUIREMENTS OR APPROVED CHANGES X YES Project Number. R49581 Date: 12/2212010 Report No. 1 Page: 2 of 2 Capes 155 Monroe Avenue NE, Bldg. D. Renton, WA 98056-4199 Phone: (206) 296 -7709 Fax: (206) 296-0179 aseiM,tlm KPFF Engineering Dale Fa RaMrd Daces ter 71 2010, Di•.w+t8 Ran FILE COPY Structural Calculations Bow Lake Recycling and Transfer Station Recycling Building 18800 Orillia Road South Tukwila, WA 98188 MLA Project No. 2007.104 King County Department of Natural Resources and Parks Solid Waste Division O Prepared for R.W. Beck, Inc 1001 Fourth Ave, Suite 2500 Seattle, WA 98154 I EXPIRES I July 31, 2009 MLA Engineering, plic 1411 Fourth Ave, Suite 760 Seattle, Washington 98101 206.264.2727 206.264.4835 Fax Permit 4 Building Permit — Recycling Building (EVIEWED FOR CODE COMPLIANCE APPROVED MAN 2 2 2010 City of TukiNilli BUILDING DIVISION cnv o AUG 1.3 2009 P ERMITCENTER et) 01 Structural Calculations Bow Lake Recycling and Transfer Station Recycling Building 18800 Orillia Road South Tukwila, WA 98188 MLA Project No. 2007.104 King County Department of Natural Resources and Parks Solid Waste Division • Prepared for R.W. Beck, Inc 1001 Fourth Ave, Suite 2500 Seattle, WA 98154 I EXPIRES I July 31, 2009 MLA Engineering, pllc 1411 Fourth Ave, Suite 760 Seattle, Washington 98101 206.264.2727 206.264.4835 Fax JOB Bow Lake -Fee Recycling JOB NO. 2007.104 SHEET NO. 0.01 OF CALC BY JES DATE 2/10/2009 CHECKED BY DATE 1 r t e 1 1 1 1 1 1 MLA Engineering, pllc 1411 Fourth Avenue, Suite 760 Seattle, WA 98101 206 - 264 -2727 Calculation Index Section 1 Design Criteria and Loads Section 2 Roof Framing Design Section 3 Lateral Load Design Criteria and Determination Section 4 Steel Moment Frame Analysis and Design Section 5 Lt Ga Shear Wall Analysis and Design Section 6 Diaphragm Analysis and Design Section 7 Foundation Design Section 8 Miscellaneous Design JOB Bow Lake -Fee Recycling JOB NO. 2007.104 SHEET NO. 1.01 OF CALC BY JES DATE 2/10/2009 CHECKED BY DATE 1 1 1 1 1 r 1 1 MLA Engineering, pllc 1411 Fourth Avenue, Suite 760 Seattle, WA 98101 206 - 264 -2727 Section 1 Design Criteria and Loads MLA Engineering, pllc Project Bow Lake - Fee Recycling Bldg Project No. 2007 -104 Design Loads for Construction Roof Design Loads standing seam 1.0 psf insulation 1.0 psf 1.5" Mtl deck 22ga 2.3 psf framing 4.0 psf 1.5" Mtl deck 22ga 2.3 psf mech. /elec/misc 2.4 psf Total 13.0 psf Design Loads.xls JOB Bow Lake -Fee Recycling JOB NO. 2007.104 SHEET NO. 2.01 OF CALC BY JES DATE 2/10/2009 CHECKED BY DATE 1 1 1 1 MLA Engineering, plic 1411 Fourth Avenue, Suite 760 Seattle, WA 98101 206 - 264 -2727 Section 2 Roof Framing Design MLA Engineering, pllc (206) 264 -2727 JOB FE R eey /i41 L3 ld jC 2.02_ SHEET NO. OF CALCULATED BY DATE 3 - 1 �� CHECKED BY DATE SCALE RooF L,4 You C.. rot ST I 13Es1- w1 I LL I3EAM I DL =(3 pst)(6. = 85 1 y�L = (zs p3f)(6.5') = /63. pI SPAAJ = /7.5 US - 1200 s zo0 -6g E 6.5' c' SEE 47T4411ED CA-LCS 1 14 f) (I yS, ' ) 9 s 141 Si = 25,5- 0(ty.s . ) = 182 ply sj , vSE: 2 , 2 1 5E E 4rTA-C1pD cMLcs LL LL 3 9 1 Project: Bow Lake - Fee Recycling bldg Model: roof joists @ 6.5' oc R1 Flexural and Deflection Check Mmax Span Ft -Lb Center Span 6517.8 Mmax/ Combined Bending and Web Crippling Combined Bending and Shear Reaction or Vmax Pt Load (lb) R1 1798.0 R2 1798.0 2001 North American Specification 14.50 ft Section : 1200S200 -68 Single C Stud (X -X Axis) Maxo = 7392.7 Ft -Lb Moment of Inertia, I = 20.864 in ^4 Loads have not been modified for strength checks Loads have not been modified for deflection calculations ) G ). K1 Mpos Bracing Ft -Lb (in) 6517.8 Full Reaction or Load Bmg Pa Pt Load P(Ib) (in) (lb) R1 1798.0 6.00 1508.9 R2 1798.0 6.00 1508.9 Mmax Va (Ft -Lb) Factor 0.0 1.00 0.1 1.00 Date: 3/19/2009 Fy = 50.0 ksi Va = 2770.7 lb Unif Ld lb/ft 1 R2 I Ma(Brc) Mpos/ Deflection Ft -Lb Ma(Brc) (in) Ratio 7392.7 0.882 0.401 L/434 Mmax Intr. Stiffen ' (Ft -Lb) Value Req'd ? 0.0 1.43 YES 0.1 1.43 YES Intr. Intr. V/Va M/Ma Unstiffen Stiffen 0.65 0.00 0.42 NA 0.65 0.00 0.42 NA 1 1 1 1 1 Overall MAXimum Envelope Dsgn. L = 26.00 ft 1 +D Dsgn. L = 26.00 ft 1 +D+L+H Dsgn. L = 26.00 ft 1 +D+Lr+H Dsgn. L = 26.00 ft 1 +D +S+}f Dsgn. L = 26.00 ft 1 +D+0.750L+0.750S+H Dsgn. L = 26.00 ft 1 +D+0.750L+0.750S+0.750W+H Dsgn. L = 26.00 ft 1 +D+0.750L+0.750S+0.5250E+H Dsgn. L = 26.00 ft 1 Title Block Line 1 You can changes this area using the 'Settings' menu item and then using the 'Printing & Title Block" selection. Title Block Line 6 )Steel Beam Desi Description : Roof Beam 1 Material Properties Analysis Method : Allowable Stress Design Beam Bracing : Beam is Fully Braced against lateral- torsion buckling Bending Axis : Major Axis Bending Load Combination 2006 IBC & ASCE 7 -05 Applied Loads Beam self weight calculated and added to loads Load for Span Number 1 Uniform Load : D = 0.0950, S = 0.1830 k/ft, Tributary Width = 1.0 ft DESIGN SUMMARY Maximum Bending Stress Ratio = Section used for this span Mu : Applied Mn / Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward L +Lr +S Deflection Max Upward L +Lr +S Deflection Live Load Deflection Ratio Load Combination Max Stress Ratios 0.347: 1 W12X22 25.355 k - ft 73.104 k -ft +D +S+H 13.000ft Span # 1 0.000 in 0.000 in 0 <360 Max Downward Total Deflection 0.687 in Max Upward Total Deflection 0.000 in Total Deflection Ratio 453 Maximum Forces & Stresses for Load Combinations Segment Length Span # M V Mmax + 0.347 0.135 0.135 0.135 0.347 0.294 0.294 0.294 0.061 0.024 0.024 0.024 0.061 0.052 0.052 0.052 , Overall, Maximum Deflections- Unfactored Loads 25.35 9.89 9.89 9.89 25.35 21.49 21.49 21.49 D(0.095) S(0.183) D+L +S 1 0.6874 13.130 Maxirnum'Deflections for Load Combinations, - Unfactored Loads Load Combination Span Max. Downward Defl Location in Span D Only S Only 1 0.2682 13.130 1 0.4192 13.130 Title : Dsgnr: Project Desc.: Project Notes : Printed. 19 MAR 2009. 1 37PM File: 2120071104 Bow lake Design 33091Calcs & Design Criteria\Fee Recycling Bldglfee.ec6 ENERCALC, INC. 1983-2008, Vec 6.0.21, N :27195 License Owner : MLA ENGINEERING, PLLC Lic. # : KW- 06003492 n W12X22, Span = 26.0 ft Service loads entered. Load Factors will be applied for calculations. Maximum Shear Stress Ratio = Section used for this span Vu : Applied Vn /Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs Summary of Moment Values Mmax - Ma - Max Mnx Omega *Mnx Cb Rm 25.35 9.89 9.89 9.89 25.35 21.49 21.49 21.49 122.08 122.08 122.08 122.08 122.08 122.08 122.08 122.08 Load Combination Span Max. ' ' Defl Location in Span Load Combination Fy : Steel Yield : E: Modulus : 73.10 73.10 73.10 73.10 73.10 73.10 73.10 73.10 Max. Upward Deft 0.0000 0.0000 Calculations per IBC 2006, CBC 2007, 13th AISC 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 50.0 ksi 29,000.0 ksi Desi • n OK Location in Span Job # 0.061 : 1 W12X22 3.9008 k 63.960 k +D +S +H 26.000 ft Span # 1 Summary of Shear Values Va Max Vnx Omega 0.000 0.000 3.90 95.94 1.52 95.94 1.52 95.94 1.52 95.94 3.90 95,94 3.31 95.94 3.31 95.94 3.31 95.94 2 . Max. " +• Deft Location in Span 0.0000 0.000 63.96 63.96 63.96 63.96 63.96 63.96 63.96 63.96 Title Block Line 1 You can changes this area using the 'Settings" menu item and then using the "Printing & Title Block' selection. Title Block Line 6 Steel Beam Desi Lic. # : KW- 06003492 n Description : Roof Beam 1 Maximum Deflections for, Load Combinations Unfactored Loads Load Combination Span Max. Downward Defl Location in Span D+L +S Vertical Reactions - Unfactored Overall MAXimum D Only S Only D+L +S Steel Section Properties Depth Web Thick = Flange Width = Flange Thick = Area = Weight = Kdesgn = K1 = its = Ycg 1 Load Combination Support 1 Support 2 3.901 1.522 2.379 3.901 w� 2x22 12.300 in 0.260 in 4.030 in 0.425 in 6.480 in "2 22.058 plf 0.725 in 0.625 in 1.040 in 6.150 in 3.901 1.522 2.379 3.901 0.6874 13.130 Ixx Sxx R xx Zx Iyy Syy R yy Zy rT Title : Dsgnr: Project Desc.: Project Notes : Printed 19 MAR 2009. 1 37P File: Z:120071104 Bow Lake Design 33091CaIcs 8� Design CriteriatFee Recycling 81dg\tee.ec6 ENERCII C, iNC, 19832068, Ver 6 0.21, N:27195 License Owner : MLA ENGINEERING, PLLC Support notation : Far left is #1 Max. Upward Defl Location in Span 0.0000 0.000 Job # 156.00 inM J = 0.293 inM 25.40 inA3 Cw = 164.00 inA6 = 4.910 in = 29.300 inA3 = 4.660 inM = 2.310 inA3 Wno = 12.000 102 = 0.848 in Sw = 5.120 inA4 = 3.660 inA3 Qf = 4.760 inA3 1.020 in Ow = 14.400 inA3 JOB Bow Lake -Fee Recycling JOB NO. 2007.104 SHEET NO. 3.01 OF CALC BY JES DATE 2/10/2009 CHECKED BY DATE 1 1 1 1 1 1 1 1 1 MLA Engineering, plic 1411 Fourth Avenue, Suite 760 Seattle, WA 98101 206 - 264 -2727 Section 3 Lateral Load Design Criteria and Determination MLA Engineering, pllc Project Bow Lake - Fee recycling bldg Proj No 2007 -104 Date: 3/18/2009 Calculate the Wind Force on a building Longitudinal 1 L = 60.00 Roof Level - Transverse, Wind on High Wall Roof Level - Longitudinal Transverse 0 U) Wind I Shed Enclosure: Partially Enclosed GCpi: 0 Wind pressures are determined using the SEAOC IBC spreadsheet or by hand calculation. ASCE 7-05 Wind Method 2.xls W = 14.50 3. 0 Elevation Ridge 14.50 ft Eave 12.00 ft First 0.00 ft Simplified Sketch to show force directions. Height Width Force Leeward roof P2 = 7.49 psf • sin 9.782 14.71 ft • 60.00 ft = 1,124 lbs Windward wall P3 = 8.56 psf • 7.25 ft • 60.00 ft = 3,726 lbs Leeward wall P4 = 5.35 psf • • 6.00 ft • 60.00 ft = 1,927 lbs F roo! = 6,777 lbs Roof Level - Transverse, Wind on Shed Roof Height Width Force Windward roof P5 = 13.92 psf * sin 9.782 • 2.50 ft 60.00 ft = 355 lbs Windward wall P3 = 8.56 psf • 7.25 ft 60.00 ft = 3,726 lbs Leeward wall P4 = 5.35 psf • 6.00 ft 60.00 ft = 1,927 lbs F roof = 6,007 lbs F tota , = 6,777 lbs Height Width Force Roof gable wall P1 = 13.92 psf 0.5 • 2.50 ft • 14.50 ft = 252 lbs Windward wall P3 = 8.56 psf • 6.00 ft ' 14.50 ft = 745 lbs Leeward wall P4 = 5.35 psf ' 6.00 ft • 14.50 ft = 466 lbs F roof = 1,463 lbs MLktngineering, pllc Project Bow Lake - Fee Recycling E Project No 2007 -104 Date: 1/15/2009 Calculate the Weight of the Building Roof roof area ext walls below 885 sf 98 If • 13.00 psf = • 10.00 psf Total Weight = Bldg Mass = Design Loads.xls 11,499 lbs 975 plf 20,274 lbs 20,274 lbs • 9.000 ft = 8,775 lbs 11• I• MIN ® — =I I! ® ® ® NM =II M M MN MIN Table 9.4.1.2.4a S, <= 0.25 S, = 0.50 S, = 0.75 S, = 1.00 S, >= 1.25 Soil Class D F, 1.6 - 1.4 - 1.2 - 1.1 - 1.0 1.00 Table 9.4.1.2.4b S, <= 0.1 S, = 0.2 S = 0.3 S, = 0.4 S, >_ 0.5 Soil Class D F„ 2.4 - 2.0 - 1.8 - 1.6 - 1.5 1.53 M_ LA ' Engineering, pllc 1 1 1 Subject: Ordinary Moment Frame Job: Bow Lake - Fee Recycling Building ASCE 7 -05 Base Shear & Vertical Force Distribution INPUT DATA CALCULATE BASE SHEAR Short Period Response Acceleration S, Spectral Response Acceleration @ 1 sec Si = Soil Class SC = Occupancy Category Response Modification Factor R = Total Building Weight W = Building System Coefficient C, = Total Building Height h = Number of Levels n = Long -period transition period T = Max dist. between lateral system elements Diaphragm Calculated Period T = Seismic Design Category based on Sos SDC = Seismic Design Category based on S01 SDC = Controlling Seismic Design Category Occupancy Importance Factor x coefficient for determining building period Approximate Fundamental Period of Vibration = C,* h ' T. = Modified Short Period Acceleration = F,•S, Modified 1 sec. Period Acceleration = F„ *S Design Short Period Acceleration = 2/3'S Design 1 sec. Period Acceleration = 2/3 *S Ts = S O1 /S T = 0.2T Seismic Response Coefficient = S Seismic Response Coefficient = S /(R/I for TST Seismic Response Coefficient = S for T >T Seismic Response Coefficient = 0.5`S1/(ME) Base Shear = C,'W IE _ x= C = Cu'Ta = Fundamental Period of Vibration used T = Force Distribution Exponent k = it e t;oemcient for 5, F = Site Coefficient for S, F. = SMS .S SOS = SD1 = T, = To = C, = C, = C Ca = V= ASCE 7 -05 Base Shear - OMF.xls Job Number. 2007 -104 By: JES Checked By: 0.028 13.25 1 6 26 Flexible D D 221 sec. 1.4 0.310 0.221 1.000 1.00 1.53 1.380 0.719 0.920 0.479 0.52 0.10 0.394 0.929 25.177 0.101 8.0 0.394G I seconds sec. sec. <== Controls kips Table 11.6 -1 Table 11.6 -2 Table 11.4 -1 Table 11.4 -2 Eqn 11.4 -1 Eqn 11.4 -2 Eqn 11.4 -3 Eqn 11.4 -4 11.4.5 11.4.5 Eqn 12.8 -2 Eqn 12.8 -3 Eqn 12.8-4 Eqn 12.8 -6 Eqn 12.8 -1 Date: 15- Jan -2009 Section: Page/of: From USGS Website From USGS Website (A through F) See Table 20.3 -1 (I, II, Ill or IV) See Table 1 -1 Table 12.2 -1 See Sections 12.8 Table 12.8 -2 feet This count should only include supported levels. Figure 22 -15, pg 228 feet 11.6-4 11.6 -4 Table 11.5 -1 Table 12.8 -2 Eqn 12.8 -7 Table 12.8 -1 Limit per 12.8.2 12.8.2 Eqn 12.8.3 3. 0 't Story w (kips) h (feet) w *h F. (kips) V, (kips) FxlW, Roof 20.3' 13.25 269 8.0 8.0 39% Story w (kips) Fmk, (kips) Fpx (kips) Fpmax (kips) Use F (kips) F Roof 20.3 5.6 8.0 11.2 8.0 39% MLA m Engineering, pllc Subject: Ordinary Moment Frame Job: Bow Lake - Fee Recycling Building CALCULATE STORY FORCES 1.20 1.00 0.80 0.60 - Design Response Spectrum 0.40 0.20 - 0.00 0.00 0.50 1.00 1.50 2.00 2.50 3.00 Period (s) = 20.3 CALCULATE DIAPHRAGM FORCES per Section 12.10.1.1 = 20.3 Use Eqns 12.8 -11 and 12.8 -12 269 ASCE 7 -05 Base Shear - OMF.xls Checked By: Page/of: 8.0 Job Number: 2007 -104 Date: 15-Jan -2009 By: JES Section: 1 1 1 JOB Bow Lake -Fee Recycling JOB NO. 2007.104 SHEET NO. 4.01 OF CALC BY JES DATE 2/10/2009 CHECKED BY DATE 1 1 1 1 MLA Engineering, pllc 1411 Fourth Avenue, Suite 760 Seattle, WA 98101 206 - 264 -2727 Section 4 Steel Moment Frame Analysis and Design MLA Engineering, pllc Project Bow Lake - Recycling Bldg Project No. 2007 -104 Date: 7/23/2009 Moment Frames Design Loads DL, = SL = DL = SL = DL = SL = 26ft * 6.25ft 26ft * 6.25 ft 26ft * 7.25ft 26ft * 7.25ft 26ft * 1 ft 26ft * 1 ft * * * * * * pLL PL; �Lt , 15 psf = 2438 lbs 25 psf = 4063 lbs 15 psf = 2828 lbs 25 psf = 4713 lbs 15 psf = 390 lbs 25 psf = 650 lbs EL = 8 ;0 kips / 2 frames / . 440; ft = 281.7 plf WL = :6.777 kips / 2 frames / .; :14;20 ft = 238.6 plf '102 ,_ M MI MI _ = I N S MI ® MI IMO 1= E E MO OM tw CPI \\ E �11 E S•O� N1 - . ..__.. 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Ai 2t tl w {� >�;16- :I3g�,.,::�,ruz�s?t`� J fl.. fV �Yesr Y� r �aY'b�">t:r. t 4 s j L DL 1':097, Pi �EL� X5 F .LL" 4 t �:�75� J IS ' 'fi �75a ? '.' ; 'c :-�; �_ "` i4 i"- a t= :� k' ilu ;���� r=..� g z � < >� t ' 37 16 -13h Yes i >• ¥ DL 1.097 EL 525 LL SL 75 1 � � Y ram tYl YaPf I `i,`�"� 4 ). • „ �n - ys (+ � `4-.,,a "16.14a •� i :Y.� Yes pis u ' pL S s !i i x Eta r f V1lL ,;�xV a3-2:! .1 . -: . ' : ; ; ma r � «.;�. -,:• �,�. ' igg ,;,. :RV 39 16 -14b Yes DL .6 WL -1 ' W f;;" 16`�1'5a�€+ t Re ` ,;DL ;4711 V.1'414'74' t tai / 02 I: e ' st - ti '•r.i 41 16 -15b Yes DL .471 EL -,7 Company Designer Job Number Basic Load Cases Load Combinations MLA Engineering JS 2007.104 Bow Lake - Recycling Building Moment Frame De X Grav Y Grav 7 Grav Joint RISA -3D Version 8.0.2 [Z :1...1...1Calcs & Design Criteria\Recycling BIdg1MF.R3D] o 7 July 23, 2009 9:21 AM Checked By: Ara {M S . Page 4 t 1 1 1 t 1 1 s 1 1 1 Ni max 0 27 0 38 0 20 0 20 0 w^ 20 PIO 0 EMOW 20 r20. MA w ' '.s # MK sontaime g skatimm f33k .° 0 :.f 201te'''a0 ` . ' ilia N2- 0]'Ae� :r MIS i0f�" .. ' N2 max .525 27 .019 39 0 20 0 20 0 20 6.046e -4 39 • 3 �i.d.•7[ i3.G ' iTia. r. i�:���;t�:�s tr_ _ . •min? t Y ,: ' Y lli � � ='S, , �;� .:�- c- <39i :,� r �': +- !029:. 32% `�5 `. a. a ��`�0�'t20� il rt .Uf:•�'`t = , "C. * ��0�`�'`;� 0. Y2 � v as 5�r - 4 °'�S t � `'�.EOi�:'�'�- d ��- �'. - 20:� 11. 4§ 5 N3 max .53 27 0 38 0 20 0 20 0 20 1.416e -3 39 6;�, a : °� , �� S min: atfv <- ..1 , • •2,.0:`r 49; zt.00n 48: Ws_ilf0. 20• i0��1. t20s " ' •'fI:OV30rm 111'415e. . 2.7 � 7 N4 max 0 38 0 41 0 20 0 20 0 20 0 20 8ii. tz?�. ' ° iii i i!j: A.:O -'.x w' " , 26s ;.'k . �'_Of �Mds 6' ; ~;T�a 0 20' tatlakt ; i .7.( ' ',MA , ,. -, 9 N5 max 529 27 0 41 0 20 0 20 0 20 6.275e -4 39 .1.- �1,0�: R y �a..��.^•'�" . imin �= '�522�� r. =39� f , < � :008�� ; 1 .36: " �:�fH ray ��.: {,O;�s�b :20. ._s,s r" � = n3`t' n �2p! R 44` r tY f `..F't` � L ��,0�.;.,�(k r N- •��20�a V- f -ss�. 7123e T2 • .2N 1 N1 max 2.133 39 8.205 33 0 20 0 20 0 ) 0 I CNC CN1 . 0 V 20 2°� � g �t?t : <iiiiiri1 �.w 12 1�7,t7 ; i2,7t: K-11' 6:18? S' c38 i � ; 0T Z ;201 ` . ' ilia ii2t 0)F i i0f�" .. ' X2l 3 t N4 max 1.216 26 10.575 36 0 20 0 20 0 0 20 g',1'0: t �3' A', Yi:`ti ' r c A l p ' -`� ,,.�,� Gw' y i int o ,.m �' 1 Y �i1i7.4?� m� Y ,'38e VA 't,' 8. - �;1�t.�>�� .4 f�'' 1� il rt .Uf:•�'`t = , ,: 20 t 4 Y ,..: ' `��.� - r 20t �f�`r�:0`i��: f2: 0� _.!;2` m�; .�x :'� .- 0��!�: ;�20 f 5 Totals: max 3.345 39 16.068 22 0 20 r6 • w , , ¢i,: 4 t ::r`� G �.,� � ; i. Am ,., , 95 it \ in $a�3�3 't: i i &�3�1��- r,4:1� �r r r, .M' e �a��.ra 0� <.. + �, ,� 20y � ..�'+; :. r • "' ��:'4 �� 1.. . 1 1 1 1 1 0 r r 1 1 Company Designer Job Number Envelope Joint Displacements of Envelope Member Section Deflections Member Sec Envelope Joint Reactions MLA Engineering JS 2007.104 Bow Lake - Recycling Building Moment Frame A/1.4- t7 e ielec1'r'o L1 x [in] LC y [in] LC z [in) LC x Rotate f... LC (n) Uy Ratio LC (n) Uz Ratio LC No Data to Print ... L C LC LC MX f k -ft L C MY r k - f tl July 23, 2009 9:21 AM Checked By: LC I RISA -3D Version 8.0.2 [Z: \... \... \Calcs & Design Criteria \Recycling BIdg\MF.R3D] Page 5 MLA Engineering, plic Project Proj No. Location Date: Design a single -sided Connection in a Ordinary Moment Frame Input Bow Lake - Fee Recycling Bldg 2007.104 Interior bay - high side 7/23/2009 V gravity 0.461 kips Mu 32.4 k -ft Puc 9.6 kips dist btwn cols . 11:5 ft Column Size col depth col flange width col web thick col flange thick col area col Zx k det k des Beam Size beam depth beam flange width beam web thick beam flange thick beam area k det beam Zx Fy Fu Size Continuity Plates plate Fy D min W.10 • 10.3 in 5.77 in 0.260 in 0.440 in 7.6 inA2 31.3 inA3 1.06 in 0.74 in W12X26 12.2 in 6.49 in 0.230 in 0.380 in 7.7 inA2 1.06 in 37.2 inA3 50 ksi 65 ksi Check if Web Doubler Plate is Req'd Ry 1.1 MP 1565 k -ft L 11.5 ft Mmax 1894 k -ft V beam 20.58 kips Vu conn 21.0 kips Ru 32.9 kips 0.75Py 285.4 kips Rn 88.6 kips ORn 79.7 kips No web doubler plate req'd 41 Size Continuity Plate Welds to flange 21 36 ksi 1.9 /16ths /16ths t <b Continuity plates req'd tmin 0.190 in /16ths Single sided beam Size Continuity Plate Welds to web Controlling Limit State OMF beam - column conn.xls min clip dimension 2.123 in D min Gip 2:125 in Limit State I Ru = 24FyAgt Ru 32.5 kips Limit State 2 L web = dc- 2tfc -2clip L web 5.17 in Ru =4) 0.6Fy Agv Ru 27.9 kips Limit State 3 Ru 44 kips Limit State 4 col web yield strength = (2.5kdes +tbf) Fy tw cDRn 29.0 kips OK col web crippling strength Rn 44.8 kips 4)Rn 33.6 kips col local flange bending strength Rn 27.2 kips Ru 2.8 kips Ru 2.8 kips 21 0.4 /16ths /16ths r t 1 a r 1 MLA Engineering, pllc Project Proj No. Location Date: Design a single -sided Connection in a Ordinary Moment Frame: continuous beam thru joint Input Bow Lake - Fee Recycling Bldg 2007.104 Interior bay - low side 7/23/2009 V gravity Mu Puc dist btwn cols Column Size col depth col flange width col web thick col flange thick col area col Zx k det k des Beam Size beam depth beam flange width beam web thick beam flange thick beam area beam Zx k det k des Fy Fu Size Continuity Plates plate Fy D min W10X26 10.3 in 5.77 in 0.260 in 0.440 in 7.6 inA2 31.3 inA3 1.06 in 0.74 in W12X26 12.2 in 6.49 in 0.230 in 0.380 in 7.7 inA2 37.2 inA3 1.06 in 0.68 in 50 ksi 65 ksi Check if Web Doubler Plate is Req'd Ry 1.1 MP 1565 k -ft L 11.5 ft Mmax 1894 k -ft V beam 20.58 kips Vu conn 22.1 kips Ru 26.4 kips 0.75Py beam 286.9 kips Rn 92.4 kips 40Rn 83.1 kips No web doubler plate req'd t<bbt/6? Continuity plates req'd tmin 0.220 in /16ths 41 Size Continuity Plate Welds to flange 21 1.5 kips 26 k -ft 13.4 kips 11.5 ft 36 ksi 1.9 /16ths /16ths Size Continuity Plate Welds to web min clip dimension 2.183 in clip 2.125 in Limit State 1 Ru = 2cDFyAgt Ru 38.6 kips Limit State 2 L web = dc-2tfc-2dip L web 7.19 in Ru =4) 0.6Fy Agv Ru 38.8 kips Limit State 3 Ru 46 kips Limit State 4 beam web yield strength = (2.5kdes +tbf) Fy tw 4)Rn 24.6 kips OK beam web crippling strength Rn 34.2 kips 4Rn 25.6 kips beam local flange bending strength Rn 20.3 kips Ru 3.0 kips Controlling Limit State Ru 3.0 kips D min 21 0.3 /16ths /16ths y JOB Bow Lake -Fee Recycling JOB NO. 2007.104 SHEET NO 5.01 OF CALC BY JES DATE 2/10/2009 CHECKED BY DATE 1 1 1 1 1 1 1 1 MLA Engineering, plic 1411 Fourth Avenue, Suite 760 Seattle, WA 98101 206 - 264 -2727 Section 5 Lt Ga Shear Wall Analysis and Design MLA Engineering, plic (206) 264 -2727 JOB F E SHEET NO CALCULATED BY .T5 CHECKED BY DATE y 2 2 -0 1 OF DATE SCALE LT- G4 5NE.4Rw,} F F , L F L w E L S IA/ 6 I,'/ 63 i1, (4 0) $ov 570 /6s 57/Y 44 94i r 1 f 645Z 44 8 @ 6 w/ SHr& Cl P4crry = 7Sozn 7g c2 - 390 r I. > vier 1 01 K JOB Bow Lake -Fee Recycling JOB NO. 2007.104 SHEET NO. 6.01 OF CALC BY JES DATE 2/10/2009 CHECKED BY DATE 1 1 1 1 1 1 1 1 1 1 MLA Engineering, pllc 1411 Fourth Avenue, Suite 760 Seattle, WA 98101 206 - 264 -2727 Section 6 Diaphragm Analysis and Design MLA Engineering, plic (206) 264 -2727 JOB R "?" 1i. &4.9 6115 SHEET NO CALCULATED BY 55 CHECKED BY G -02 OF DATE 3 — lg - oq DATE SCALE 214 PH RA GM v V V (A n?) 7. I K/y (s V ( w� 6, 8 r ' = I/ y Pl — " = ( f -5 26� s.( k W 11.5' = 234 1711 < 2 5c ) P IS [oi 7 SDI DIAPHRAGM SHEAR CAPACITY REFERENCE; SDI Diaphragm Design Manual, Third Edition (DDM03) DETERMINE CONSTANTS: Panel Properties Profile: 1 12' Vence HSB-36 ROOF DECK (or 8 FORMLOK) Gage: 22 gage t .0299 1,, :- 0.175 F := 38 F „:= 55 E = 29500 Substrate Properties Support Type: Light Gage Framing Gage: 18 gage - Assumed to be SSMA compliant := 0 Assumed Base metal thickness, Indies Fu,:. 65 Span Data L„ 2.0 Spans := 8 L.Spans•L„ L 16 n := Spans - 1 n 7 a 0 Number of sldelap (or parallel support) fasteners per span Panel Geometry h = 1.5 D h Panel height, Inches W := 36 f := 3.5 1.75 2 g :_ .375 Horizontal run of web, inches 2 2 w. g +h w = 1.5462 Web length, inches p = 6 W P Hasa=... 24 BP 22aa 245...a00.s.=e SDI EVALUATION - VERCO HSB-38 ROOF DECK Base metal thidcness, Inches Moment of inertia, In Minimum yield strength, ksl Minimum tensile strength, ksl Modulus of elasticity, ksl Assumed Minimum tensile strength, ksl, based on F = 50 ks1 Vertical load span, feet Number of spans per panel Panel length. feet Number of Interior purtins Panel width. Inches Width of top flange, Inches 2•e = 1.75 Width of bottom flange, Inches d := p Pitch spacing, Inches n . 6 Number of ribs VERCO DECKING, INC. 8/4,2009 1 OF 4 s := 2.(e + w b ) + f a = 8.342 Developed flute width, Inches Support Attachments Support Attachment Type: #12 Buildes Screws (Screw diameter ds=0.216) Support Attachment Pattern: 36/4 A.1 of :_ 4 Number of support attachments per sheet N: =I N =1.333 Spans•e n. = 0 Number of edge attachments in panel length Qr 1.25.F0-0 - o.00s•F Support fastener strength for #12 screws, kips (at perpendicular & parallel supports U.N.O.) per Eq. 4.0.1 (DDM03 page 4-7). 1.3 Sr : = Sr = 0.0075 1000 / 17.5 \ 1 306.25' Q - 1.1504 M ' a•Spans 240.1 S , 30.0 1000/1 SDI EVALUATION - VERCO HSB ROOF DECK Single fasteners at panel edges (A becomes 2 for double edge fasteners.) 2 xa ° 36 36 306.25) n = 1.306 at Is the end distribution factor with summation across full width W. E x, . 47 /..x, = 684.5 x Is the distance from panel centerline to any fastener In a panel at the purtlns. a Is the puriin distribution factor similar to at. a2:= n Sidelap Attachments Sidetap Attachment Type: Button -Punch Sidelap Attachment Spacing: 3/span n, = 0 Number of sldelap fasteners In panel length L Q, = 0.2146 S, =0.1735 Hsa a=..a 2a BP 22 . 245. Number of support attachments per foot of width Support fastener stiffness for #12 screws, in/Idp (at perpendicular & parallel supports U.N.O.) - Eq. 4.5.1.1 (DDMO3) x Is the distance from panel centerline to any fastener in a panel at the end support. rx. = 47 x. Sidelap fastener strength for button - punches, kips - Eq. 4.7.1 (DDMO3) Sidelap fastener stiffness for button - punches, in/kip - Eq. 4.7 - 2 (DDMO3) DETERMINE NO1JJAL DIA<?BRAGM SHEAR STRENGTH Edge Fastener Limitations - Eq. 2.2 -2 (DDM03) (2•a + np ay + n }• L S = 0.845 Nominal shear strength, kips VERCO DECKING, INC. 8/4/2009 2 OF 4 ■VY all Ell III MI MI MI NM MB INN ME MI MEI MI Mr- ® S ® ® N ® OM ER ® ® 1111111 ® ® 'O a Interior Panel Limitations • Eq. 2.2-4 (DDM03) h•L,. Where: X:= I — 240.1 B: = flea. + N � . I l 2. np . Exp 2 [ + 4 . x. B = 9.507 s,,, := [2.A-(X — I) + BJ. S. 0.673 L. Corner Fastener Limitations - Eq. 2.2-5 (DDM03) 2 o.s B = 0.624 Nominal shear strength, kips L +B Panel Buckling Limitation • Eq. 2.3 -3 (DDM03) / 10.25 S e:_ , 2 I f s J AISI / IBC Safety Factors — nr := 2.5 ASD safety factor based on attachment type n9 = 2.65 ASD safety factor based on b g_ Fastener Limitations min(s nr Buckling limitation S. Stem Mee a=... f,. PP 229. 241 •t,min=a SDI EVALUATION - VERCO HSB36 ROOF DECK 614/20013 X =0.9277 >or =0.7 S, = 14.557 Nominal shear strength, kips / S. = 0.25 Nominal shear strength, kips S� = 5.493 Shear strength, kips :_ n, = 0.167 Qf Shear strength, kips a_:, _ 1_ _. . � _anal: _ •11_ae, ._ _ 1. ELEMENTS:. Determine minimum fastener spacing to meet the allowable strength noted above. ni e = a.606 Minimum spacing at shear transfer locations, feet. mirt�S. h , S . jw (36/4 pattern at perpendicular supports governs. Minimum at parallel supports (shear resisting elements) equal to sidelap spacing governs.) DETERMINE DIAPHRAGM STIFFNESS AND FLEXIBILITY FACTORS: Warping factor development (D values used In Section 3 of SDI DDM03), determined in accordance with Appendix IV of SDI DDM03. VERCO DECKING, INC. 3 OF 4 Warping constant. D: Design Thickness (inches) SDI EVALUATION - VERCO HSB - 36 ROOF DECK Every Flute Attachment Spacing Every Other Every Third Every Fourth Flute Flute Flute t = 0.0299 DWI = 1200 DW2 = 10208 DW3 = 22041 DW4 = 35281 c E•t sr 24.L W S 2•a + rip a + S, C =6.02 p :_ .58 p of Spans 1 or 2 3 4 p • 1.0 0.9 0.8 38/4 Attachment Pattern: := DW2 D := 12L E•t 2.6{aJ +p.D,, + Allowable Strength S. := min(S. 1 1n Mee S=s.. 20_4 BP 229. 24P • a.4.011..nrd G' = 21.795 D, = 53.165 Eq. 3.34 (DDM03) F:= 1000 0' 36n 36/5 36/4 • • • 5 6 7 0.71 0.64 0.58 F =45.882 The preceding calculations are an example. Verco Decking, Inc. expressly disclaims any responsibility or liability for the accuracy of the information, the appropriateness of the calculations for any specific use, or fitness for a particular purpose. The party to whom this information is conveyed acknowledges and agrees that the recipient has no right to rely upon such information. The engineer-of- record should review the conditions assumed above and determine if they meet the design criteria for the project. 6/412009 ble Diaphragm Shear strength, kips ATTACHMENT PATTERNS HSB -36 ROOF DECK 31T 21? r VERCO DECKING, INC. 4 OF 4 JOB Bow Lake -Fee Recycling JOB NO. 2007.104 SHEET NO. 7.01 OF CALC BY JES DATE 2/10/2009 CHECKED BY DATE 1 1 1 1 1 1 MLA Engineering, plic 1411 Fourth Avenue, Suite 760 Seattle, WA 98101 206 - 264 -2727 Section 7 Foundation Design 16-1 1.4DL 2.7132e -6 0 2.084 .057 16-2a 1.2DL +1.6LL +.5SL 3.6996e -6 0 2.846 077 16-3a 1.2DL +.5LL +1.6SL 6.7224e -6 0 5.176 .141 16-3b 1.201+1.65L +.8WL 8.3784e -6 2.27404e -7 6.963 .19 16-4 1.2DL +.5LL +.5SL +1.6WL 7.0116e -6 0 6.419 .175 16-5 1.2DL +.2SL +1.3EL 5.0033e -6 0 4.478 16-6 .9DL +1.6WL 5.0562e -6 0 4.914 .122 16-7 .720L +1.3EL 3.52346e -6 0 3.339 .134 .091 ASCE 2.4.1 -2 1DL +1WL 3999 916.656 (A) .229 ASCE 2.4.1 -3a 1DL -1WL 3999 396.906 (C) .099 ASCE 2.4.1 -3e 1DL +,75SL -.75WL 3999 679.305 (C) .17 ASCE 2.4.1 -3d 1.097DL +.75SL +.525EL 3999 984.679 (A) .246 ASCE 2.4.1 -4 .6DL +1WL 3999 713.306 (A) .178 ASCE 2.4.1 -5 .471DL -.7EL 3999 174.357 (C) .044 1■1 IEN II= MINI MS OM ME OM OM INN MI MO INN OM A Company : MLA Engineering, PLLC Designer : JES Job Number : MLA Engineering, PLLC Fee Recycling Bldg - low side Sketch Details Loads DL EL WL SL D IC 4 ft X Dir. Steel: 1.23 in' (4, #5) Z Dir. Steel: 1.23 In' (4 #5) Bottom Reber Plan Geometry. Materials and Criteria Length :4 ft eX :0 in Width :4 ft eZ :01n Thickness :12 in pX :6 in Height :0 in pZ :48 in Footing Top Bar Cover :3.5 in Footing Bottom Bar Cover :3.5 in Pedestal Longitudinal Bar Cover :1.5 In P (k) 3.876 44' 4 ft B 45 013.67 in 45013.67 in Vx (k) .012 I A D Gross Allow. Bearing Concrete Weight Concrete f e Design Code Overturning Safety Factor :1.5 Coefficient of Friction :0.3 Passive Resistance of Soli :0 k Vz (k) + V7 D RISAFoot Version 3.0 (ZL..L..L..L..1MF ftg lowside.rft] D Mx (k -ft) �Mx D C :3000 psf (gross) :145 pct :3 ksi :AC1318-05 July 23, 2009 Checked By:_ Footing Elevation AMz A D Steel fy :60 ksi Minimum Steel :.0018 Maximum Steel :.0075 Phi for Flexure :0.9 Phi for Shear :0.75 Phi for Bearing :0.65 3.274 4.14 5.496 1.207 1.595 .036 Mz (k -ft) Overburden 120 +Over Page 1 C 1DL +1WL GA: 916.656 psf GB: 916.656 psf QC: 615.344 psf QD: 615.344 psf NAZ: -1 in NAX: 146,026 in A D Company : MLA Engineering, PLLC Designer : JES Job Number : MLA Engineering, PLLC Fee Recycling Bldg - low side Soil Bearing Description A D B A C D B C .471DL-.7EL QA 16.998 psf QB: 16.998 psf QC: 174.357 psf QD: 174.357 psf NAZ: -1 in NAX: 53.185 in Categories and Fa B A Footing Flexure Design (Bottom Bars) 1DL -1WL 1DL +.75SL -.75WL QA 100.094 psf GA 462.32 psf GB: 100.094 psf GB: 462.32 psf QC: 398.906 psf QC: 679.305 psf QD: 396.906 psf QD: 679.305 psf NAZ: -1 in NAZ: -1 in NAX:64.187 in NAX: 150.272 in Description Ratio RISAFoot Version 3.0 (Z:L..L..l...'..WIF ftg iowside.rfl] B A B A '- C D July 23, 2009 Checked By. B C 1.097DL +.75SL +.525EL .6DL +1 WL QA 984.679 psf GA 713.306 psf QB: 984.679 psf GB: 713.306 psf QC: 858.334 psf GC: 412.894 psf QD: 858.334 psi OD: 412.894 psi NAZ: -1 In NAZ: -1 in NM: 374.092 In NAX:113.972 in R) 2 Dir As (in L Mu ZZ {k -ft) X D' A ' _ Page 2 16-1 1.4D1. NA NA .003 0 1.453 •wy�� .045 16-2a 1.2DL +1.6LL +.5Sl NA NA .004 0 1.985 .081 16-3a 1.2DL +.5LL +1.6SL NA NA .007 0 3.61 .112 16-3b 1.2DL +1.6SL +.8WL NA NA .008 0 4.869 .151 16-4 1.2DL +.5LL +.5SL +1.6WL NA NA .007 0 4.502 .139 16-5 1.2DL +.2SL +1.3EL NA NA .005 0 3.138 1.409 16-8 .9DL +1.6WL NA NA .005 0 3.451 ,097 .107 16-7 .72DL+1.3EL NA NA .004 0 2.344 .073 ASCE 2.4.1 -2 IDL +1WL 0 24.512 1.607 24.512 NA 15.253 ASCE 2.4.13a 1DL -1WL 8.28 16.232 9.875 16.244 1.96 1.645 ASCE 2.4.1 -3c 1DL +.75SL -.75W1. 6.21 24.476 7.406 24.515 3.941 3.31 ASCE 2.4.1-3d 1.097DL +.75SL +... 0 29.488 .674 29.488 NA 43.781 ASCE 2.4.1 -4 .6DL +1WL 0 18.019 1.602 18.019 NA 11.247 ASCE 2.4.1 -5 .471DL -.7EL 4.584 7.645 5.428 7.651 1.668 1.409 16-1 1.401. 11.362 .024 16-2a 1.20L +1.6LL +.5SL 12.487 .026 16-3a 1.2DL +.5LL +1.6SL 18.533 .039 16-3b 1.2DL +1.6SL +.8WL 21.845 .048 16-4 1.201. +,5LL +,5SL +1.6WL 19.111 .04 16-5 1.2DL +.2SL +1.3EL 15.095 .032 16-8 .9DL +1.6W1 13.928 .029 16-7 .720L +1.3EL 10.1 .021 ASCE 2.4.1 -2 1DL +1 WL 1.607 3.605 0 3.605 2.243 NA ASCE 2.4.1 -3a 1DL -1WL 1.583 1.121 0 1.121 .708 NA ASCE 2:4.1 -3c 1DL +.75SL -.75WL 1.157 2.668 0 2.668 2.305 NA ASCE 2:4.1 -3d 1.097DL +.75SL +... .874 4.344 0 4,344 6.447 NA ASCE 2.4.1 -4 .6DL +1WL 1.602 2.68 0 2.68 1.68 NA ASCE 2.4.1 -5 .471DL -.7EL .839 .425 0 .425 .507 NA Company : MLA Engineering, PLLC Designer : JES Job Number : MLA Engineering, PLLC Fee Recycling Bldg - low side Footlnq Shear Check Two Way (Punching) Vc NA Desalption Concrete Bearing Check (Vertical Loads Only) Bearing Bc : 734.4 k Desa1ptlon Overturning Check (Service) Description Cat Mo-XX: Governing Overturning Moment about AD or BC Ma-XX: Governing Stabbing Moment about AD or BC OSF -XX: Ratio of Ms-XX to Mo-XX Sliding Check (Service) eteoories and F saiptl De on Categories and Facto One Way (X Dir. Cut) Vc 43.051 k One Way (Z Dir. Cut) Vc 43.051 k Ard Va-XX: Applied Lateral Force to Cause Sliding Along XX Ms Vr -XX: Resisting Lateral Form Against Sliding Along XX Ms SR -XX: Ratio of Vr -XX to Ve-XX RISAFoot Version 3.0 (Z...l..l..l.AMF ftg Iowslde.rft) PundUng X Dir. Out V r.27 (k) July 23, 2009 Checked By: Z Dir Cut Page 3 111111 ® 111111 ® ® NM ® MI MN NE NMI MI MI MN MN INN MI ME ASCE 2.4.1 -2 1DL +1WL . 3999 ... _. . -.- ^ 916.204 (A) . , -,a .229 �,o ASCE 2.4.1 -3a 1DL -1WL 3999 1100.17 (C) .275 ASCE 2.4.1 -3c 1DL +.75SL -.75WL 3999 1037.66 (C) .259 ASCE 2.4.1 -3d 1.097DL +,75SL +.525EL 3999 914.803 (A) .229 ASCE 2.4.1-4 .6DL +1 WL 3999 2895.56 (A) .724 ASCE 2.4.1 -5 .471DL -.7EL 3999 815.483 (C) .204 2.766 .012 -4.123 2.792 -3.264 2.161 3.93 .038 MIN NIEL MI MI I= NIB Ile OM MIN NM OM ISM ME MO IMO 111:1 MIN MIN ME A Company : MLA Engineering, PLLC Designer : JES Job Number : MLA Engineering, PLLC Recycling Bldg - high aide Sketch Details ...... MIME MINE MIN EIN■■M� MIEN 5.5 ft X Dlr. Steel: 2.16 In' (7,#5) Z Dlr. Steel: 2.15 In' (7 #5) Bottom Rebar Plan Geometry. Materials and Criteria Length Width Thickness Height :5.5 ft :5.5 ft :18 in :80 In C B w n 5.5 ft k5 ®9.83 in •5e9.83 in eX :O In eZ :O In pX :6.5 in pZ :86 in Footing Top Bar Cover :3.5 in Footing Bottom Bar Cover :3.5 in Pedestal Longitudinal Bar Cover :1.5 in Gross Allow. Bearing Concrete Weight Concrete tc Design Code Overturning Safety Factor Coefficient of Friction Passive Resistance of Soil RISAFoot Version 3.0 [Z:l..l..l..l..1MF ftg hlghside.rft] :3000 psf (gross) :145 pd :3 ksi :ACI 318-05 66 in 4 July 23, 2009 Checked By: a • R ooting Elevation C Pedestal Rebar Plan Steel fy :60 ksi Minimum Steel :.0018 Maximum Steel :.0075 :1.5 Phi for Flexure :0.9 :0.3 Phi for Shear :0.75 :0 k Phi for Bearing :0.65 3 ®6 in 0 0 Page 1 Loads DL EL WL SL Soil Bearing Desatption A D 1DL +IWL QA: 916.204 psf GB: 916.204 psi QC: 0 psf QD: 0 psf NAZ: -1 In NAX: 54.837 in A D Company : MLA Engineering, PLLC Designer : JES Job Number : MLA Engineering, PLLC P (k «p B A C D B C .471DL-.7EL QA: 0 psf GB: 0 psf QC: 815.483 psi QD: 815.483 psi NAZ: -1 In NAX: 52.688 In Vx A D 1 DL -1 WL QA 92.675 psf OB: 92.675 psi QC: 1100.17 psf QD: 1100.17 psf NAZ: -1 in NAX:72.071 in B A Recycling Bldg - high side D C C D C 1 DL +,75SL -.75W1. OA 296.107 psi GB: 298.107 psi QC: 1037.66 psf QD: 1037.66 psf NAZ: -1 In NAX:92.354 in �Mx D C B A B A July 23, 2009 Checked By:_ rburden (psf) 120 I Mz A D Ratio B D:e.�r�'+' = ^�+C D C 1.0970L +.75SL +.525EL.60L +1 WL QA 914.803 psf GA 2895.56 psf GB: 914.803 psf GB: 2895.56 psf QC: 208.776 psi QC: 0 psf QD: 208.776 psi QD: 0 psf NAZ: -1 in NAZ: -1 in NAX:85.517 in NAX:8.443 in RISAFoot Version 3.0 (Z:l..l..l..l..1MF ftg highside.rft) Page 2 18-1 1.4DL NA NA .003 0 1.53 .02 16-2a 1.2DL +1.6LL +.5SL NA NA .004 0 1.797 .023 16-3a 1.2DL +.5LL +1.6SL NA NA .006 0 2.867 .037 16-3b 1.2DL +1.6SL +.8WL NA NA .005 0 4.461 .058 16-4 1.2D1.+.5LL +.5SL +1.6WL NA NA .001 0 5.758 .075 16-5 1.2DL +.2SL +1.3EL NA NA .000454088 0 6.387 .083 16-6 .9DL +1.6WL NA NA 0 0 5.911 .077 18-7 .72DL +1.3EL NA NA 0 0 3.547 .046 16.1 1.4DL 4.39708e -6 0 3.62 .057 16-2a 1.2DL +1.6LL +.55L 5.11986e -6 0 4.251 .087 16-3a 1.2DL +.5LL +1.6SL 8.091938.6 0 6.776 .106 16-3b 1.2DL +1.6SL +.8W1. 6.29873e -6 0 10.108 .159 16-4 1.2DL +.5LL +.5SL +1.6WL 1.52946e -8 0 12.388 .195 16-5 1.2DL +.2SL +1.3EL 6.2437e -7 0 13.349 .21 16.8 .9DL +1.6WL 0 0 15.223 .239 16-7 .72DL +1.3EL 0 0 18.111 .285 ASCE 2.4.1 -2 1DL +1WL 2.173 3.454 0 3.454 1.59 NA ASCE 2.4.1 -3a 10L -1 WL 2.149 5.413 0 5.413 2.519 NA ASCE 2.4.1 -3c 1DL +.75SL -.75WL 1.582 6.052 0 6.052 3.828 NA ASCE 2.4.1 -3d 1.097DL +.75SL +... 1.506 5.098 0 5.098 3.385 NA ASCE 2.4.1 -4 .6DL +1WL 2.168 1.681 0 1.681 .775 NA ASCE 2.4.1 -5 .471DL -.7EL 1.949 2.954 0 2.954 1.516 NA 16-1 1.4DL 20.689 - .029 16-2a 12DL +1.6LL +.5SL 19.698 .028 16-38 1.2DL +.5LL +1.6SL 24.021 .034 16-3b 1.2DL +1.6SL +.8WL 21.41 .03 16-4 1.2DL +. 5LL +.5SL +1.6WL 14A76 .02 16-5 1.20L +.2SL +1.3EL 13.159 .019 16-6 .9DL+1.6WL 8.078 .011 16-7 .72DL +1.3EL 5.28 .007 ASCE 2.4.1 -2 1131.+11M. 8.976 40.639 23.101 40.639 4.528 1.759 ASCE 2.4.1 -3a 10L-1WL 0 49,815 14.047 49.693 NA 3.538 ASCE2.4.1 -3c 1DL +.75SL -.75WL 0 55.478 10.535 55.73 NA 5.29 ASCE 2.4.1 -3d 1.097DL +.75SL +... 5.953 52.686 15.741 52.686 8.851 3,347 ASCE2.4.1 -4 .6DL +1WL 8.976 24.383 23.069 24.383 2.717 1.057 ASCE 2.4.1 -5 .471DL -.7EL 0 27.078 12.704 27.114 NA 2.134 Company : MLA Engineering, PLLC Designer : JES Job Number : MLA Engineering. PLLC Footing Flexure Design (Bottom Bars) Desatption Categories and Factors Footing Flexure Design (Top Bars) Footing Shear Check Two Way (Punching) Vc NA Desertption Pedestal Design Shear Check Results (Envelope): • Along X Direction Vc 32.083 k Shear Along Z Direction Vc 45.526 k Pedestal 'Ties: #3 © 8 in Categories and Factors Recycling Bldg • high side Vs: 9.802 k Vs: 141.234 k Bending Check Results (Envelope): • Check:2.898 Phi :.9 Parma Beta: .65 Pu :0 k Mutt :0 k -ft Muz: :18.258 k -ft Pn :- 26.507 k Mnx :NA Mnz: :7.005 k -fl Mnox: NA Mnoz :NA Pedestal Bars: 4 #3 % Steel: .103 (Min Requirement Failed) Compression Development Length Pedestal Bars (Envelope): Lreq.: 8218 in Lpro.: 12.875 in LregJLpro.: .638 July 23, 2009 Checked By:_ _ft) Z Dir Aa nn' 1 Mn 77 !k_ Y fir Oa ne Description Categories and Factors Mu-XX (k -ft) Z Dir As (In' Mu-ZZ (k -ft) X Dir As (In') I SW +OB ) 1SW +108{166,16.5) 7.018950 -6 I 0 I 5.705 ( 0 Moment Capacity of Plain Concrete Section Along XX and ZZ= 35.346k ft.35.346k -ft Per Chapter 22 of Ad! 318. One Way (X Dir. Cut) Vc 102.575 k One Way (Z Dir. Cut) Vc: 102.575 k Punching X Dir. Cut Z Dir. Cut Vu Vu: 3.851 k Vu: 0 k l� Vu Vn:.116 A:.75 8 Vu Vn: 0 Company : MLA Engineering, PLLC Designer : JES Job Number : MLA Engineering, PLLC Recycling Bldg - high side Concrete Bearing Check (Vertical Loads Only) Bearing Bc : 1093.95 k Description Cate odes and Facto Overturning Check (Service) July 23. 2009 Checked By: Dined tion Cat Mo-XX: Governing Overturning Moment about AD or BC Ms-XX: Governing Stablizing Moment about AD or BC OSF -XX: Ratio of Ms-XX to Mo-XX Sliding Check (Service) Description Categories and Facto Va-XX: Applied La eral Force to Cause Sliding Along XX Axis Vr -XX: Resisting Lateral Force Against Sliding Along XX Axis SR -XX: Ratio of Vr -XX to Va-XX Vr - 77 ( SR -XX SP -7 RISAFoot Version 3.0 (Z:L.....t..t...tMF ftg highside.rft) Page 3 RISAF0ot Version 3.0 (Z l..L..I..L..tMF ftg hlghslde.rft) Page 4 N 1111111 ® _ ® - ® M _ ME ME ® ® - ® - - M IIIIII JOB Bow Lake -Fee Recycling JOB NO. 2007.104 SHEET NO. 8.01 OF CALC BY JES DATE 2/10/2009 CHECKED BY DATE 1 1 1 e 1 MLA Engineering, pllc 1411 Fourth Avenue, Suite 760 Seattle, WA 98101 206 - 264 -2727 Section 8 Miscellaneous Design MLA Engineering, pllc Project Bow Lake Fee Recycling Building Proj No. 2007.104 Descript MF Anchor Bolts APPLIED LOADS Factored Tensile Force Nu Factored Shear Force VU BOLT PROPERTIES Bolt Diameter Number of Anchors Anchor Area effective anchor area bolt head bearing area INSTALLATION GEOMETRY Embedment Length L thickness H cal ca2 ca3 ca4 c max c min See Figure RD.5.2.1(a) in ACI 318, page 391. effective anchor depth modified anchor depth conc breakout strength in tension pull out strength of anchor in tension conc breakout strength in shear Steel Strength in Tension Ns Anc = Anco = Concrete Breakout Strength in Tension Ncbg = Pullout Strength of Anchor in Tension Concrete Blowout Strength in Tension Concrete Blowout Strength in Tension Steel Strength in Shear VSa Avc Avco Concrete Breakout Strength in Shear Vcbg Concrete Pryout Strength in Shear VCpg INTERACTION CHECKS Combined Forces Check db n Ab Ase Abrg hef hef Nb Np Vb Npn Nsb Nsbg • 86,670 lb = 14,052 lb = 19,204 lb 46,557 lb = 25,937 lb I = 0.55 = 77,595 lb IBC LRFD Method Bolt Groups S Design an Anchor Bolt in Concrete following ACI 318 -05 Appendix D Strength Design Procedures (IBC approved) 3,392 lb = 3 lb ' ..0.7.50 inch 4 = 0.4418 inA2 • 0.3345 inA2 0.6771 in "2 9:000 inch 200100 inch 2'50p inch '2:500; inch , inch . . 4'750' inch 4.750 inch 2.500 inch = 9.000 inch = 3.167 inch 8,554 lb 21,668 lb = 5,092 lb `.159:5; inA2 90.3 inA2 12,969 lb Atilil inA2 81.3 inA2 4,310 lb Is Vu <= 0.20Vn? Use Combined Interaction m Nn = n/a lb Tension Check I = Use Combined Check ACI 318 D.7.1 D.5.2.2 (D-7, 0-8) 0.5.3.4 (D-15) D.5.6.2 (0-22) D.5.1.2 (0-3) 0.5.1.2 (05) 0.5.1.2 (D-6) D.5.2.1 (0-5) 0.5.3.1 (0-14) D.5.4.1 (D-17) 0.5.4.2 (D-18) 0.6.1.2 (D-20) no grout pad per D.6.1.3. 0.8.1.2 (D-23) D.6.2.1 (0-22) D.6.3.1 (0-30) Steel Element Allowables Tension Shear Ot Ot Ns Os Os Vs = 0.75 58,196 lb 0.65 30,262 lb 0.4.4 D.4.4 Concrete Element Allowables Tension Shear Ot Ot Ncbg Ot Npn Ot Nsbg Os Os Vcbg Os Vcpg = 0.75 • 9,726 lb 60,669 lb 14,403 lb 0.75 = 3,233 lb,( 18,156 lb 0.4.4 0.4.4 < 1.2 0K AC1 318 D.7.1 (0 Anchorage Design IBC ACI 3I 8 -05 - BF -1.xls This spreadsheet is for cast -in anchor bolt groups. This spreadsheet assumes F1554 rod material. MATERIAL PROPERTIES Concrete Strength Pc yield strength of anchor y tensile strength of anchor fut reinforcment condition Cracked concrete? row spacing column spacing e'N Wec,N Wed,N Wc,N Wcp,N Wc,P e'v Wec,V Wed,V Wc,V Wc,V used rows colums Si s2 s min Tensile Capacity 0 Nn = Shear Capacity OVn Is Nu <= 0.2ONn? 0 Nn F1554 Anchor Rod 4,000 psi 36 ksi 58 ksi = A D.4.4 = cracked 2 = 2 5.500 inch = 6.000 inch 5.500 inch • 0.000 in 1.000 0.5.2.4 (D-9) 0.858 0.5.2.5 (0-10 6 11) _ '1:00 0.5.2.6 assumes cracking for cast -in anchors 1.00 0.5.2.7 for cast-in anchors 1.0 0.5.3.6 assumes cracking • :y0.1000' in = 1.000 D.6.2.5 = 0.818 D.6.2.6 0.8.2.7 suppl. Reinf. 1.2 9,726 lb = 18,156 lb I!avty .E B EeAu$E 51-1 EAk TIE5 1• PEDEST4L Use Combined Interaction n(a lb = Use Combined Check ACI 318 0.7.2 MLA Engineering, plic (206) 264 -2727 JOB F FE SHEET NO. OF CALCULATED BY a $ DATE y /7 ° 9 CHECKED BY DATE SCALE OM F- ccNN /3R/1-c /N6 y f M CoNN F FLANGE = M, C c tf`) 1 1 33 o/z36 p r-F - 5.6 pt eve SERA -P c,?4 -I?r= /6 / > / 2 4 = 33.Z l ops FORCE /N FL4N6E _ (Y "• z)(D.° = 1.33 ) < rpf 1 1 1 @taus* W ig FELE C AA PV' City of Tukwila Public Works Permit Package Building Permit — Recycling Building Section 9 Permit 4 Building Permit — Recycling Building Washington State Non - Residential Energy Code Compliance Forms CODE REVIEWED FOR COMPLIANCE PP( O I D MAR 2 2 2010 City of Tukwila , BUILDING DIVISION crrr AUG 13 2009 IT IU Location Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Yard Waste Tipping /Recycle TYPE 'A' - (6) F54T5H0 25 351.0 8775.0 Recycling Building TYPE 'B' - (2) F54T5H0 2 121.0 242.0 Scale Facility TYPE 'D' - (1) 32W COMPACT FLUORESCENT 1 35.0 35.0 TSO Builiding TYPE 'SA' - (1) 400W METAL HALIDE 42 456.0 19152.0 Scale Facility TYPE 'SB' - (1) 400W METAL HALIDE 12 456.0 5472.0 TSO Builiding TYPE 'SD' - (1) 250W METAL HALIDE 12 288.0 3456.0 TSO Builiding TYPE 'SE' - (1) 100W METAL HALIDE 2 128.0 256.0 TSO Builiding TYPE 'SF' - (6) SIX WATT LED 36.0 TSO Builiding TYPE 'SH' - (1) 150W METAL HALIDE 17 167.0 2839.0 TSO Builiding TYPE 'SH1' - (1) 150W METAL HALIDE 2 167.0 ' 334.0 TSO Builiding TYPE 'SH2' - (2) 32W COMPACT FLUORESCENT 2 35.0 70.0 TSO Builiding TYPE 'SJ' - (1) 32W COMPACT FLUORESCENT 8 35.0 280.0 TSO Builiding . Tradable Locations Description Allowed Watts per ft or per If Area (ft perimeter (If) or # of items Allowed Watts x re (or x If) Uncovered Parking and drives Paved Parking /Roadway 0.15 W /ft2 451266.0 67689. 9 Canopies and Overhangs Covered Canopy 1.25 W/ft2 5500.0 6875.0 • Lighting Power Allowance 0 Systems Analysis Building Grounds (luminaires > 100 Watts) motion Sensor n Efficacy> 60 lumens/W • Controlled by Non - Tradable Locations Description Allowed Watts per ft or per If Area (ft perimeter (If) or # of items Allowed Watts x ff (or x If) 3 - Fill out this line on PRJ -SUM Name: 4 - Fill out this line on PRJ -SUM Appl. Name s - Fill out this line on PRJ -SUM Appl. Phoni 6 - Fill out this line on PRJ -SUM Project Description 74 New • Addition • Alteration .'I Plans Included Indicate controls (Sections 1513) including commissioning requirements on plans. Compliance Option • Lighting Power Allowance 0 Systems Analysis Building Grounds (luminaires > 100 Watts) motion Sensor n Efficacy> 60 lumens/W • Controlled by Project Info Proj Addres Bow Lake Transfer Station - Tso Building Date 8/4/2009 2 - Fill out this line on PRJ -SUM For Building Department Use 3 - Fill out this line on PRJ -SUM Name: 4 - Fill out this line on PRJ -SUM Appl. Name s - Fill out this line on PRJ -SUM Appl. Phoni 6 - Fill out this line on PRJ -SUM Project Description 74 New • Addition • Alteration .'I Plans Included Indicate controls (Sections 1513) including commissioning requirements on plans. Compliance Option • Lighting Power Allowance 0 Systems Analysis Building Grounds (luminaires > 100 Watts) motion Sensor n Efficacy> 60 lumens/W • Controlled by • Exemption (list) Alteration Exceptions (check appropriate box - sec. 1132.3) • No changes are being made to the lighting ■ Less than 60% of the fixtures new, installed wattage not increased, & space use not 1 1 2006 Washington State Nonresidential Energy Code Compliance Form Exterior Lighting Summary 2008 Washington State Nonresidential Energy Code Compliance Forms Tradable Maximum Allowed Lighting Wattage Tradable Proposed Lighting Wattage otal Proposed Watts may not exceed Total Allowed Watts for Exterior Non - Tradable Maximum Allowed Lighting Wattage Total Proposed Watt Revised July 2007 Total Allowed Watts 74564. 9 Use mfgr listed maximum input wattage. For fixtures with hard -wired ballasts only the default table in the NREC Technical Reference Manual may also be used. 40911.0 Location Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed II I I II 1 I 1 I I I I 1 I ii 1 I 2006 Washington State Nonresidential Energy Code Compliance Form Non - Tradable Proposed Lighting Wattage Proposed Watts may not exceed Allowed Watts for Category Li'gliting, Motor, and Transformer Permit iPlans Ch'eciclist LTG -CHK 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Address Bow Lake Transfer Station - Recycling Building 'Date 8/4/2009 The following information is necessary to check a permit application for compliance with the lighting, motor, and transformer requirements in the 2006 Washington State Nonresidential Energy Code. Applicability (yes, no, n.a.) Code Section Component Information Require( Location on Plans Building Department Notes LIGHTING CONTROLS (Section 1513) yes 1513.1 Local control /access Schedule with type, indicate locations E401 yes 1513.2 Area controls Maximum limit per switch E401 n. a . 1513.3 Daylight zone control Schedule with type and features, indicate locations n - a. vertical glazing Indicate vertical glazing on plans n. a . overhead glazing Indicate overhead glazing on plans n • a . 1513.4 Display /exhib /special Indicate separate controls 1513.5 Exterior shut -off Schedule with type and features, indicate location yes (a) timer w/backup Indicate location E047 yes (b) photocell. Indicate location E047 1513.6 Inter. auto shut -off Indicate location yes 1513.6.1 (a) occup. sensors Schedule with type and locations E401 n • a • 1513.6.2 (b) auto. switches Schedule with type and features (back -up, override capability); Indicate size of zone on plans yes 1513.7 Commissioning Indicate requirements for lighting controls commissioning E012 EXIT SIGNS (Section 1514) n • a • 1514 I Max. watts Indicate watts for each exit sign I LIGHTING POWER ALLOWANCE (Section 1530 -1532) yes 1531 Interior Lighting Summary Form Completed and attached. Schedule with fixture type lamps, ballasts, watts per fixture E013 n • a • 1532 Exterior Lighting Summary Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture MOTORS (Section 1511) n • a • I 1511 Elec motor efficiency IMECH -MOT or Equipment Schedule with hp, rpm, efficiency I TRANSFORMERS (Section 1540) yes I 1540 (Transformers 'Indicate size and efficiency 1E014 I 1 e 2006 Washington State Nonresidential Energy Code Compliance Form Project Info Project Address Bow Lake Transfer Station - Recycling Building Date 8/4/2009 2 - Fill out this line on PRJ -sUM For Building Department Use 3 - Fill out this line on PRJ -SUM Applicant Name: 4 - Fill out this line on PRJ -SUM Applicant Address: 5 - Fill out this line on PRJ -SUM Applicant Phone: 6 - Fill out this line on PRJ -SUM Project Description F32T8 '4 New Building • Addition • Alteration .'' Plans Included Indicate controls (Sections 1513) including commissioning requirements on plans. Compliance Option 0 Prescriptive • Lighting Power Allowance (See Qualification Checklist (over). Indicate Prescriptive & LPA 0 Systems Analysis spaces clearly on plans.) Alteration Exceptions (check appropriate box - sec. 1132.3) 1 is No changes are being made to the lighting 31.0 • Less than 60% of the fixtures new, installed wattage not increased, & space use not changed. Location (floor /room no.) Occupancy Description Allowed Watts per f>z'• Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed RECYCLING TYPE 'R' - (2) F32T8 1 59.0 59.0 RECYCLING TYPE 'V' - (1) F32T8 1 31.0 31.0 Location (floor /room no.) Occupancy Description Allowed Watts per f>z'• Area in ft Allowed x Area RECYCLING Office 1.00 100.0 100.0 1 1 1 1 2006 Washington State Nonresidential Energy Code Compliance Form Interior Lighting Summary LTG -INT 2006 Washington State Nonresidential Energy Code Compliance Forms Maximum Allowed Lighting Wattage " From Table 15 -1 (over) - document all exceptions on form LTG -LPA Proposed Lighting Wattage Total Proposed Watts may not exceed Total Allowed Watts for Interior Revised July 2007 Total Allowed Watt l 100.0 Total Proposed Watt sl 90.0 Envelope Requirements (enter values as applicable) Project Address Minimum Insulation R- values Roofs Over Attic Total Glazing Area Electronic version: these values are automatically taken from ENV -UA -1. (rough opening) Gross Exterior (vertical & overhd) divided by Wall Area times 100 equals % Glazing na All Other Roofs ConcreteAlasonry Option 20 .0 Opaque Walls' LNS Engineers, Inc., Larry Storsot 21 plus 5 Below Grade Walls Applicant Phone: no Floors Over Unconditioned Space na Slabs -on -Grade 10 .0 Radiant Floors na Maximum U- factors Opaque Doors 0.600 Vertical Glazing 0 .290 Overhead Glazing na Maximum SHGC (or SC) VerticaVOverhead Glazing , 0.380 Project Info Project Address Bow Lake Recycling i Transfer Station Wareing Roo* Date 8/10/2009 Total Glazing Area Electronic version: these values are automatically taken from ENV -UA -1. (rough opening) Gross Exterior (vertical & overhd) divided by Wall Area times 100 equals % Glazing Energy Code Compliance - Final 7/24/2009 For Building Department Use ConcreteAlasonry Option Not Included in LEED Analysis Applicant Name: LNS Engineers, Inc., Larry Storsot Applicant Address: Gig Harbor, xA Applicant Phone: 253.851.5175 Space Heat Type 0 Electric resistance 0 All other (see over for definitions) Glazing Area Calculation Note: Below grade walls may be included in the Gross Exterior Wall Area if they are insulated to the level required for opaque walls. Total Glazing Area Electronic version: these values are automatically taken from ENV -UA -1. (rough opening) Gross Exterior (vertical & overhd) divided by Wall Area times 100 equals % Glazing 37.2 440.5 X 100 = 8.4% ConcreteAlasonry Option O yes 0 no Check here if using this option and if project meets all requirements for the Concrete/Masonty Option. See Decision Flowchart (over) for qualifications. Enter requirements for each qualifying assembly below. Semi- Heated Path O yes O nD Check here if using semi - heated path and if project meets all requirements for semi- heated spaces as defined in section 1310. Requires other fuel heating and qualifying thermostat. Only wall insulation requirement is reduced (2006 change). Only available in prescriptive path. 1 1 1 1 1 2006 Washington State Nonresidential Energy Code Compliance Forms 2006 Washington State Nonresidential Energy Code Form Envelope Summary Climate Zone 11 i I ENV -SUM Revised July 2007 (Project Description 0 New Building ❑ Addition ❑ Alteration ❑ Change of Use Compliance Option Prescriptive J Component Performance (See Decision Flowchart (over) for qualifications) ❑ Seattle EnvStd 0 Systems Analysis 1. Assemblies with metal framing must comply with overall U- factors Notes: Opaque Concrete/Masonry Wall Requirements WaU Maximum U- factor is 0.15 (R5.7 continuous ins) CMU block walls with insulated cores comply If project qualifies for Concrete/Masonry Option, list walls with HC 2 9.0 Btu/ft=-°F below (other walls must meet Opaque Wall requirements). Use descriptions and values from Table 10-9 in the Code. Wall Description (including insulation R -value & position) U- factor 2006 Washington State Nonresidential Energy Code Compliance Form En v ' eIa e Summary (back) . . Climate Zone 1 ENV -SUM 2018 Washington State Nonresidential Energy Code Compliance Forms Decision Flowchart for Prescriptive Option Use this flowchart to determine if project qualifies for the optional Prescriptive Option. If not, either the Component Performance or Systems Analysis Options must be used. 1302 Space Heat Type: For the purpose of determin ng building envelope requirements, the following two categories comprise all space heating types: Other. All other space heating systems including gas, solid fuel, oil, and propane space heating systems and those systems listed in the exception to electric resistance. (continued at right) All Insulation Installed? Below Grd Wall (ext) R -10 Below Grd Wall (oth) R -19 Roof Over Attic R -30 AU Other Roof R -21 Raised Floor R -19 Slab -On -Grade R -10 Radiant Floor R -10 Opaque Door U -0.60 No LY • AG Mass Wall Insulation Req. Mass Wall U0.15/R5.7ci CMU Block Ins. Cores Wood Frame R19 Metal Framed R19 e Glazing Criteria Met? Glazing Vert OH Area % UVaI UVaI SHGC 0-30% 0.55 0.70 0.45 30-45% 0.45 0.60 0.40 >45% Not Allowed C omponent Performance, ► Systems Analysis, or EnvStd Required _ Ar TrA ci-leD Glazing Criteria Met? Glazing Verl OH Area % UVaI UVaI SHGC 0-30% 0.40 0.60 0.40 >30 Not Allowed Yes Prescriptive Yes s Path Allowed Electric Resistance: Space heating systems which use electric resistance elements as the primary heating system including baseboard, radiant and forced air units where the total electric resistance heat capacity exceeds 1.0 W/h of the gross conditioned floor area. Exception: Heat pumps and terminal electric resistance heating in variable air volume distribution systems. Wood Metal Below Grd Wall (ext) R -10 R -10 Below Grd Wall (oth) R -19 U-0.062 Roof Over Attic R -38 U-0.031 AU Other Roof R -30 U -0.034 Raised Floor R -30 U -0.029 Slab -On -Grade R -10 R -10 Radiant Floor R -10 R -10 Opaque Door U -0.60 U-0 1 60 Yesl Y No All Insulation Installed? No Yes • AG Mass Wall Insulation Req. Mass Wall U0.15/R5.7ci CMU Block Ins. Cores Wood Frame R19 Metal Framed U0.062 Concrete/Masonry Option* Assembly Description Wall Heat Capacity (HC) Assy.Tag HC'• Totals Area (sf) Area weighted HC: divide total of (HC x area) by Total Area HC x Area Revised July 2007 *If the area weighted heat capacity (HC) of the total above grade wall is a minimum of 9.0, the Concrete Masonry Option may be used. For framed walls, assume HC =1.0 unless calculations are provided; for all other walls, use Section 1009. 1 t 1 t 1 1 LN S I i I PREPARED: L CONI FLASHINU t - w /GRIP EDGE 1-. " SIDING TYPE B CONT NTL RUNNER z s WALL SECTION FEE RECYCLING SHELTER FEE RECYCLING YARD SCALE: 3/4' = LNS ENGINEERS, INC. CONSULTING ENGINEERS P.O. BOX 2598 GIG HARBOR, WA 98335 PHONE: 253.851.5175 FAX: 253.851.7366 WARMING ROOM ( 602 ) RtC9 5NI/ =poi t Srit:144 • (ftvitte MP) 041 2 4 WWW 4 4° Cr2-6_AIOA) 2010 k . Jcisr BEAM. SEE STRUCT SUSPENDED ACOUSTICAL CEILING HIES 9' 0 AFT 5/8' G08 ON R -5 RIGID INSULATION ON 6" NTE STUDS ® 24 OC R BATT IN ULATION CONCRETE FIN F1.00R - r _ At %..- . %!1`' PROJECT: h� z Tic per /SE PN: ' �. il l DATE 36 g io�eq CSTW, A{t2) o 20,55 = a 048 Envelope UA Calculations Climate Zone;1 ENV -UA 2008 Washington State Nonresidential Energy Code Compliance Forms Project Address Space Heat Type Glazing Area as % gross exterior wall area Concrete/Masonry Option Notes: If glazing area exceeds maximum allowed in Table, then calculate adjusted areas on back (over). m o .c >0 0 O 0 0 0 0 m e m o 0. O 4e o o> � o O a 0 ° v d co > Oc c o o c w m � U) Bow Lake Recycling 4 Transfer Station Warning Roos Building Component List components by assembly ID & page # U= U= u= u= U= U= U= Plan ID Solorban 60 Window Plan ID Door glazing 112' Plan ID: Plan ID: Plan ID: Plan ID: Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: U= U= U= PIanID Door w /glazing 1/2" Plan ID: Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: R = 20. 0 Plan ID Roof w R20 Rigid R= Plan ID: R= Plan ID: R=21.0 Plan ID Wall R21 batt w/ R= plus Plan ID Wood Sheathing, R= 5 Plan ID 14.5 rigid insulaton, R= Plan ID Natal Studs a 24•oc R= 5.0 Plan ID 6 concrete stew wall R= Plan ID w/ R5 rigid R= Plan ID: "Note: sum of Target Areas here should equ R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: R =10.0 R= R= R= Plan ID Fully insulated sla■ Plan ID: Plan ID: Plan ID: Q Electric resistance 0 All other 8.4 % Prop. 130 .0% Max.Target O Yes No Proposed UA U- factor x Area (A) = UA (U x A) 0.290 30.0 0.750 7.2 8.7 5.4 0.600 13.8 8.3 0.048 389.5 18.7 0.062 372.0 0.142 17.5 al Target Opaque Wall Area (see back) 23.1 2.5 R= Plan ID: R= Plan ID: R= Plan ID: i Note: if insulated to levels required for opaque walls, list above with opaque walls 0.360 38.0 13.7 868.0 80.3 Date 8/11/2009 For Building Department Use Target UA U- factor x Area (A) = UA (U x A) 0.400 37.2 14.9 Glazing % Ele`Resist Heatit • > .ee note above 0 4 ] > i 0.600 0.600 0.600 13.8 8.3 Electric . Resist . .. Otter Hating 0, • 'G 60 0.031 El t t list ;:a1 Ism i 0.034 389.5 13.2 0.062 ** ** 389.5 24.1 0.029 F Resist Other HHeati : 0,029 ............... 0.540 38.0 20.5 Elecfrfc Resist 9 Cher Heati :z:> F=t .& . >raadiant floor gat 868.0 81.1 For CMU walls, indicate core insulation material. To comply: 2006 Washington State Nonresidential Energy Code Compliance Form Totals' 1) Proposed Total UA shall not exceed Target Total UA. 2) Proposed Total Area shall equal Target Total Area. Revised July 2007 IpC,= OG VG= 37.2 389.5 389.5 1 t 1 2008 Washington State Nonresidential Energy Code Compliance Forms Glazing List components by assembly ID & page # 0, C 0 l Y ID: ID: ID: ID: ID: ID: Proposed SHGC SHGC' x Area (A) = SHGC x A 0.380 37.2 14.1 37.2 14.1 Target SHGC SHGC x Area (A) = SHGC x A 0.400 37.2 14.9 37.2 14.9 'Note: Manufacturer's SC may be used in lieu of ty For compliance: Proposed total SHGC x A shall not exceed Target total SHGC x A NOTE: Since 1997 SHGC compliance for vertical and overhead glazing is allowed to be calculated together. Target Area Adjustment Calculations then this calculation must be submitted Use the resulting areas in the Target UA and SHGC calculations above. Glazing Area Opaque Area xterior Wall Area I 440.5 132.2 Roofs over Attics' Proposed Opaque Area Proposed VG Area Target VG Area Target Opaque Area I 389.5 I + I 37.2 I — Note: If there is more than one type of wall, the Target VG Area may be distributed among them, and separate Target Opaque Areas found. If the Target Areas for Opaque Walls listed on the front most equal the total calculated here. Walls' 2006 Washington State Nonresidential Energy Code Compliance Form Proposed Areas: Numbered values are used in calculations below. Rods over Attics Other Rods Walls X Max Glazing Area (Table 13-1) I 30.0% I Target OG Area in Rods over Attics lesser 132.2 + Total 1 100 ( Max OG Remaining 132.2 I _ ue Area Proposed OG OG Area Tar�OG Area Target Opaque Area Target OG Area in Other Rods a lesser 132.2 Mote: OG . overhead glaring VG. vertical glazing Maximum T Glazing Area Far Target ery u e s the le OCr are 132. used below. and Target values in shaded boxes are used in the applicable Target UA calculation on the front. Target VG Area and Total Target 00 Area are also used in the applicable Target SHGC calculations above. 37.2 Totals' Target VG Area = 11:.• a7,: = I '3t;st.5:... Revised July 2007 I Target Areas OK I Building Permit 2006 Washington State Nonresidential Checklist ENV -CHK Energy Code Compliance Forms Revised July 2007 Project Address Sow Lake Recycling Sr Transfer Station Warming Rooa 'Date 8/10/2009 The following information is necessary to check a building permit application for compliance with the building envelope requirements in the Washington State Nonresidential Energy Code. Applicability (yes, no, n.a.) I Code Section I Component Information Required Location on Plans Building Department Notes GENERAL REQUIREMENTS (Sections 1301 -1314) 1301 Scope Unconditioned spaces identified on plans if allowed yes 1302 Space heat type: Electric resistancyf indicate on plans that electric resistance heat is not allowed 1011 a. a. 13102 Semi - heated spaces Semi - heated spaces identified on plans if allowed N/A 1311 Insulation yes 1311.1 Insul. installation Indicate densities and clearances 1011 yes 1311.2 Roof /ceiling insul. Indicate R -value on roof sections for attics and other roofs; Indicate clearances for attic insulation; Indicate baffles if eave vents installed; Indicate face stapling of faced batts A013 N/A N/A N/A 1311.3 Wall insulation Indicate R -value on wall sections; Indicate face stapling of faced batts; Indicate above grade exterior insulation is protected; Indicate loose-fill core insulation for masonry walls as necess; Indicate heat capacity of masonry walls if masonry option is used F73; 1013 N/A N/A N/A N/A n.a. 1311.4 Floor insulation Indicate R -value on floor sections; Indicate substantial contact with surface; Indicate supports not more than 24' o.c.; Indicate that insulation does not block airflow through foundation vents N/A N/A N/A N/A Yes 1311.5 Slab -on -grade floor Indicate R -value on wall section or foundation detail; Indicate slab insulation extends down vertically 24' from top; Indicate above grade exterior insulation is protected NOTE 1 N/1 N/A n.a. 1311.6 Radiant floor Indicate R -value on wall section or foundation detail; Indicate slab insulation extends down vertically 36' from the top; Indicate above grade exterior insulation is protected; Indicate insulation also under entire slab where req'd. by Official N/A N/A N/A N/A yes 1312 Glazing and doors Provide calculation of glazing area (including both vertical vertical and overhead) as percent of gross wall area NOTE 2 yes • 1312.1 U-factors Indicate glazing and door U- factors on glazing and door schedule (provide area - weighted calculations as necessary); Indicate if values are NFRC or default, if values are default then specify frame type, glazing layers, gapwidth, low-e coatings, gas fillings 1014 1015 1011 Yes 1312.2 SHGC & SC Indicate glazing solar heat gain coefficient or shading coefficient on glazing schedule (provide area - weighted calculations as necessary) 1011 1313 Moisture control yes 1313.1 Vapor retarders Indicate vapor retarders on warm side 1012, 1013 yes 1313.2 Roof /ceiling vap.ret. Indicate vapor retarder on roof section; Indicate vap. retard. with sealed seams for non -wood struc. 1013 yes 1313.3 Wall vapor retarder Indicate vapor retarder on wall section A012, A013 yea 1313.4 Floor vapor retarder Indicate vapor retarder on floor section A013 n.a. 1313.5 Crawl space vap. ret. Indicate six mil black polyethylene overlapped 12' on ground N/A 1314 Alr leakage yes yes 1314.1 Bldg. envel. sealing Indicate sealing, caulking, gasketing, and weatherstripping 1011 1314.2 Glazing/door sealing Indicate weatherstripping A011 11.a. 1314.3 Assemb. as ducts Indicate sealing, caulking and gasketing N/A n.a. 1314.4 Recessed Lighting Fixtur Indicate IC rating, ASTM E283 certification, and gasketing or caulking to ceiling N/A PRESCRIPTIVE/COMPONENT PERFORMANCE (Sections 1320 -23 or 1330 -34) yes Envelope Sum. Form Completed and attached. Provide component performance worksheet if necessary Attached 1 1 1 If "no" Is shown for any question, provide explanation: 2006 Washington State Nonresidential Enerav Code Compliance Form GL - 15 Neo ABIf . SCALE EWR ANSI . 17 DRAWING DOOR 21 SF (GL -7SF) WARMING ROOM 602 I IIIIIII11111111111111 2 0 SCALE OF FEET A REV II 1111111111 I I l I I I I I P RECYCLING BUILDING WARMING ROOM RECTUM BMOC RECLCVNG YARD STALE: deal 7/31/09 DATE INS APP'0 i 2 4 GL - 15 ISSUED FOR CRY OF TUCWI A PERMITS REV159ON 2ESCRPTION AREA SUMMARY / U -VALUE BUD FMFM ROOF AREA DOOR GLAZING NET DOOR WINDOW GLAZING UPPER WALL TYPE 25 LOWER WALL TYPE 25 PERIMETER TOTAL GLAZING CAI CULAT1ON GROSS WALL AREA - 440.5 SF (MOSS GLAZING AREA - 37.2 SF 37.E 440.5 X GLAZING IGng County Department of Natural Resources and Parks Solid Waste Division SUMMARY - SEE ARCHITECTURAL SHEETS A012 & A013 FOR INSULATED ASSEMBLIES NHS U -VALUF - 389.5 SF 0.044 - 7.2 SF 0.75 - 13.8 SF 0.60 - 30.0 SF 0.29 - 372.0 SF 0.062 ▪ 173 SF 0.142 ▪ 38 FT 0.36 x 100% -8.4X 2QIIRCE NREC DEFAULT. TABLE 10-7 ADJUSTED TO R -20 NREC DEFAULT - DOUBLE GLAZING. TABLE 10-6, 1/2" MR -FIXED. ANY FRAME NREC DEFAULT - INSULATED METAL TABLE 10-6. INSULATED METAL DOOR MANUF. DATA CALL, R21 BAIT W/ W000 SHEATHING & R5 RIGID. METAL STUDS AT 24. 0.c. CALC, 6" CONCRETE WALL W/ R -5 RIGID NREC DEFAULT - TABLE 10 -2 R -10 W/ FULLY INSULATED SLAB & THERMAL BREAK LNS LNO ENSINCER8. INC. 7713 PIONEER WAY -SUITE C flifl HARBOR, WASHINGTON 66336 PHONE: 353.861 .61 76 BOW LANCE RECYCUNG AND TRANSFER STATION SITE FACILITIES CONTRACT RECYCUNG BUILDING ENVELOPE TAKEOFF 000405029 or: ENV401 91s CK Humphreys KPFF Consulting Engineers 101 Stewart Street, Ste 400 Seattle, WA 98101 RE: Request for Permit Extensions (D09 -165 & PG09 -097) Bow Lake Transfer Station — 14600 Interurban Av S Dear Mr. Humphreys, This letter is in response to your written request for permit extensions emailed to Mr. Bill Rambo on July 14, 2012. The Building Official has reviewed your email and considered your request to extend the referenced Bow Lake Transfer Station Project Permits. This letter solely addresses permit numbers D09- 165 and P009 -097, as they are the only permits due and /or overdue for expiration/extension. Due to the fact that both of these permits expired on July 6, 2012 and the request for extension was received over a week after expiration, these permits are ineligible for extension. These permits are expired an in order for work to continue new permit applications must be submitted with clean plans (meaning no City stamps and such), specifications, and associated fees. Below is an update of the expiration dates for the remainder of the permits referenced in your email: D09 -161: 12/23/12 D09 -162: 10/24/12 D09 -164: 09/05/12 D09 -166: 09/05/12 Sincerely, ti1�tiC fer Mars all T it e chni ran File: D09-165 & PG09 -097 City of Tu 4krkk* Department of Community Development D09 -167: 09/17/12 D11 -011: Final D11 -012: Final D11 -013: Final W \Pemut C:enterl.xtensron Letters \Denials \Per \DO9 -165 Pennit Extension doe EL09 -0497: 12/25/12 EI.09 -0498: 01/09/13 EL09- 0499: 09/28/12 EL09 -0500: 09/28/12 Jim Haggerton, Mayor Jack Pace, Director EL10 -0905: Final L08 -036: ?? Planning M09 -103: Final PG09 -095: Final 6300 Southcenter Boulevard, Suite #100 o Tukwila, Washington 98188 Phone: 206- 431 -3670 Fax: 206 = 431 -3665 Bill Rambo From: Sent: To: Cc: Subject: Mr. Rambo, I am writing to request that the following permits be extended as needed to ensure that none of them expire. 1. D09 -161 12.2 z 2. D09 -162 j0 1 - 3. D09 -164 0 �i tl- 4. D09 -4651. E - \ - 5. D09 -166 C 6. D09 -167 0 - 7. D11 -011 8. D11 -012 9. D11 013 10. EL09 -0497 11. EL09 -0498 12. EL09 -0499 13. EL09 -0500 14. EL10 -905 15. L08 -036 16. M09 -103 17. PG09 -095 18. PG09 -097 �'> �� U -11— -t� �cr ; �>t. _ G)v� I understand that you may not choose to extend them all at this time, and I will leave that to your discretion, with the understanding that none of them should expire. Please reply with confirmation. Thank you, CK Humphreys CK Humphreys I Associate KPFF Consulting Engineers Special Projects Division (SPD) 101 Stewart St, Ste 400 Seattle, Washington 98101 M: (206) 226 -8740 chumphreysPkpffspd.com CK Humphreys <chumphreys @kpffspd.com> Saturday, July 14, 2012 7:50 PM Bill Rambo Torn Creegan; Ken Cobley Bow Lake Permit Extensions .VA41/L047 414 EA/VA-4'661'i ^ 1. i/` 9/20/, 1 RECEIVED JUL 16 2012 PERMIT CENTER 06 -01 -2012 TOM CREEGAN 201 S JACKSON ST, STE 701 SEATTLE WA 98104 RE: Permit No. D09 -165 BOW LAKE - RECYCLING BUILDING 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 07/06/2012. 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- er Marshall it Technician File: Permit File No. D09 -165 (Cdr of Tukwila Thank you for your cooperation in this matter. Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 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 07/06/2012, your permit will become null and void and any further work on the project will require a new permit and associated fees. 6300 Southcenter Boulevard, Suite #100 O Tukwila, Washington 98188 o Phone 206 -431 -3670 o Fax 206 -431 -3665 December 14, 2011 CK Humphreys KPFF Special Projects Division 101 Stewart Street, Suite 400 Seattle, WA 98101 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 permit extensions. Per the Building Department policy, extensions are only considered when the expiration date is within the next calendar month. With that in mind, the permits eligible for extension are D09 -165, Dl 1 -011, D11-012, D11-013, and PG09 -097. The Building Official has reviewed these permits and will be extending your permits as follows: D09 -165: July 6, 2012 D11-012: July 23, 2012 PG09 -097: July 6, 2012 D11-011: July 23, 2012 D11-013: July 23, 2012 If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, Department of Community Development Jack Pace, Director ifer Marshall it Technician City of Tukwila File: D09 -165, D11-011, D11-012, D11-013, and PG09 -097 W:\Penmt Center\Extension 1.etters\Penmits\2009 \D09 -165 Permit Extension.doc Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206- 431 -3665 Re: Bow Lake Tukwila Permits Page 1 of 3 Re: Bow Lake Tukwila Permits CK Humphreys [chumphreys @kpffspd.com] Sent: Friday, December 02, 2011 10:18 AM To: Bill Rambo Cc: Tom Creegan [tom.creegan @kingcounty.gov]; Ken Cobley [kcobley @kpffspd.com] Mr. Rambo, I am writing to request that the following permits be extended as needed to ensure that none of them expire. 1. D09 -161 2. D09 -162 3. D09 -164 4. D09 -165 5. D09 -166 6. D09 -167 7. D11-011 8. D11 -012 9. D11-013 10. EL09 -0497 11. EL09 -0498 12. EL09 -0499 13. EL09 -0500 14. M09 -103 15. PG09 -095 16. PG09 -097 Thank you, CK Humphreys Bill 04 -20 -12 03 -21 -12 03 -09 -12 � � 01 -09 -12 v Z 03 -09 -12 03 -09 -12 01 -24 -12 01 -24 -12 01 -24 -12 04 -29 -12 04 -02 -12 04 -02 -12 04 -02 -12 04 -18 -12 04 -28 -12 01 -09 -12 --9 41 I understand that you may not choose to extend them all at this time, and I will leave that to hour discretion with the understanding that none of them should expire. Please reply with :1)C;(4 I 6.0t. uu. confirmation. di k 1 eo { t la 48 z/lifz From: "Bill Rambo" <Bill.Rambo @TukwilaWA.gov> To: "CK Humphreys" <chumphreys @kpffspd.com> Cc: "Bob Benedicto" <Bob.Benedicto @TukwilaWA.gov >, "Brenda Holt" <Brenda.Holt @TukwilaWA.gov> Sent: Friday, November 4, 2011 10:33:48 AM Subject: RE: Bow Lake Tukwila Permits CK, No need to extend any of these permits at this time. https: / /webmail.tukwi lawa.gov/owaPae=ltem&t=1PM.Note&id=RgAAAACI,01)1 Icxi Tig... 12/05/2011 TOM CREEGAN 201 S JACKSON ST, STE 701 SEATTLE WA 98104 City of Tukwila RE: Permit No. D09 -165 ROW LAKE - RECYCLING BUILDING 18800 ORILLIA RD S TUKW Dear Permit Holder: Based on the above, you are hereby advised to: 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. -or- Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File: Permit File No. D09 -165 Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 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 01/09/2012. 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. 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. In the event you do not call for an inspection and /or receive an extension prior to 01/09/2012, your permit will become null and void and any further work on the project will require a new permit and associated fees. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 -3665 July 12, 2011 Tom Creegan King County Solid Waste Division 201 S Jackson Street, Ste 701 Seattle, WA 98104 -3855 RE: Request for Extensions Permit Numbers D09 -165 and PG09 -097 Bow Lake Transfer Station —18800 Orillia Rd S Dear Mr. Creegan, This letter is in response to your written request for an extension to Permit Numbers D09 -] 65 and PG09 -097. 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 January 9, 2012. If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, fer Marshall it Technician File: D09 -165 & P009 -097 City of Tukwila Department of Community Development Jack Pace, Director W:\Pennit Center \Extension Letters\Pennits\2009\D09 -165 Permit Extension. doe Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206-431-3665 B,2w Lake permits Bow Lake permits Creegan, Tom [Tom.Creegan ©kingcounty.gov] Sent: Thursday, July 07, 2011 8:51 AM To: Bill Rambo Cc: Craig Williamson [cwilliamson @kpffspd.com]; CK Humphreys [chumphreys @kpffspd.com] Hi Bill, following up on these expiring permits for the Bow lake project, PG09 -097 and D09 -165. I am unclear if any inspections have been requested on these yet that may have resulted in automatic extension of the permits. If not, and as the permits are due to expire this month, I am requesting that the permits be extended as construction of the project is ongoing and scheduled to continue until the middle of 2013. Thank you for your assistance in this matter. Sincerely, Tom Creegan Engineer Ill King County Solid Waste Division (206) 263 -6476 From: Bill Rambo [mailto:Bill.Rambo @TukwilaWA.gov] Sent: Wednesday, July 06, 2011 8:48 AM To: Creegan, Tom Subject: RE: Bow Lake permits Good Morning Tom, You are correct that PG09 -097 expires on 07- 13 -11, also note that D09 -165 is due to expire on 07- 12 -11. As before send me an email requesting extension of these permits and I will forward them to Bob for approval. Bill From: Creegan, Tom [Tom.Creegan @kingcounty.gov] Sent: Tuesday, July 05, 2011 7:55 AM To: Bill Rambo Subject: Bow Lake permits Good morning Bill, Thanks, Tom Pagel of l aK, -b r.,�:�1 tsacley � /c�iair RECEIVED JUL 07 2011 PERMIT CENTER I have a notice that permit PG09 -097 for the Bow Lake project is expiring soon. Can you tell me if there are other permits with an upcoming expiration date? Yx,64 0110■12 https:/ /wehmail.tukwilawa.gov /owa/ ?ae= Item &t = IPM.Note &id= RgAAAACLODHcxU ig... 07/07/2011 06 -01 -2011 TOM CREEGAN 201 S JACKSON ST, STE 701 SEATTLE WA 98104 RE: Permit No. D09 -165 18800 ORILLIA RD S TUKW Dear Permit Holder: -or- Sincerely, -- 1 2) cia C— Ra___ Bill Rambo Permit Technician File: Permit File No. D09 -165 City of Tukwila Department of Community Development Jack Pace, Director 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 07/12/2011. Based on the above, you are hereby advised to: Jim Haggerton, Mayor 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. 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 07/12/2011, 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. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 -3665 y City City Tukwila Z August 10, 2010 Tom Creegan 201 S Jackson St Suite 701 Seattle, WA 98104 Department of Community Development RE: Correction Letter #1 to Full -Sized Plan Review Development Permit Application Number D09 -165 Bow Lake - Recycling Bldg — 18800 Orillia Rd S Dear Mr. Creegan, This letter is to inform you of corrections that must be addressed before your development 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, Planning, and Public Works Departments have no comments. Building Department: Allen Johannessen at 206 433 -1763 if you have questions regarding the following: 1. All sheets from the approved set are required to be submitted as full -size plans. Please provide the missing cover sheets 1 and 2. The City requires that two (2) sets of the requested information be provided to the Permit Center. 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, 1 en ifer� a� shall Per it Te2sfi ician encl File No D09 -165 W \Peru it Center \Correction Letters\2009009 -165 Correction Letter a1 FS.DOC Jim Haggerton, Mayor Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 -3665 August 5, 2010 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, 'Phis 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 P009 -095 D09 -164 EL09 -0497 M09 -103 PG09 -096 1)09 -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, 0 City of Tukwila ifer Marshall it Technician W \Permit Center\Extension Letters\Applications \2009 \Bow Lake Application Extension #2.doc Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 e 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 July 27, 2010 Bill Rambo Department of Community Development City of Tukwila 6300 Southcenter Blvd., 14100 Tukwila, WA 98188 Dear Mr. Rambo: 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: Permit Application No. D09 -161 '- • Permit Application No. Permit Application No. Permit Application No. Permit Application No. Permit Application No. Permit Application No. Permit Application No. Sincerely, ( ov Tom Creegan Project Manager D09 -165 D09 -167 EL09 -0498 EL09 -0500 PG09 -096 M09 -103 M09 -105 Thank you for your assistance in this matter. If you have any questions, please contact me at 206 - 263 -6476. A TC:er Rambo — Permit Application Renewals — Final 072710 Permit Application No. D09 -162 Permit Application No. D09 -164 Permit Application No. D09 -166 Permit Application No. EL09 -0497 Permit Application No. EL09 -0499 Permit Application No. PG09 -095 Permit Application No. PG09 -097 Permit Application No. M09 -104 Lil_ Usi[ a � tw,o `r a l v qd cp. (2/avo GA-10-e- 0-'1-10 RECEIVED ,t7,4 r, ;,,tits JUL 28 2010 ERM!T 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: Bill Rambo Permit Technician File: Permit File No. D09 -165 0 City of Tukwila RE: Permit Application No. D09 -165 18800 ORILLIA RD S TUKW Department of Community Development 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 he 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, a Jim Haggerton, Mayor Jack Pace, Director 6300 Southcenter Boulevard, Suite 4100 0 Tukwila, Washington 98188 0 Phone: 206 -431 -3670 • Fax: 206 - 431 -3665 y opies Date Permit No. Description V 2 6/14/2010 D09 -161 1 full -size, wet- signed original, 1 copy of original 2 6/14/2010 D09 -162 1 full -size, wet - signed original, 1 copy of original 2 6/14/2010 D09 -164 1 full -size, wet - signed original, 1 copy of original J 2 6/14/2010 D09 -165 1 full -size, wet - signed original, 1 copy of original J 2 6/14/2010 D09 -166 1 full -size, wet - signed original, 1 copy of original 2 6/14/2010 D09 -167 1 full -size, wet - signed original, l copy of original J 2 6/14/2010 EL09 -0497 1 full -size, wet- signed original, 1 copy of original . 2 6/14/2010 EL09 -0498 1 full -size, wet - signed original, 1 copy of original / 2 6/14/2010 EL09 -0499 1 full -size, wet- signed original, 1 copy of original 1 2 6/14/2010 EL09 -0500 1 full -size, wet - signed original, 1 copy of original J 2 6/14/2010 PG09 -095 1 full -size, wet - signed original, 1 copy of original 1 2 6/14/2010 PG09 -096 1 full -size, wet - signed original, 1 copy of original i 2 6/14/2010 PG09 -097 1 full -size, wet - signed original, 1 copy of original J 2 6/14/2010 M09 -103 1 full -size, wet - signed original, 1 copy of original 2 6/14/2010 M09 -104 1 full -size, wet - signed original, 1 copy of original ✓ 2 6/14/2010 M09 -105 1 full -size, wet - signed original, 1 copy of original } 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 Dear Ms. Marshall: Attached is a matrix listing the full size drawing submittals for the City of Tukwila Permits. 001640 111- 00839 - 20001/5500 Marshall Transmittal 6- 14- 2010.docx An SAIC Company (Qg owo ciTY OF TUKWILA PERMIT CENTER 1 FOURTH AVEN SO4E . .500trSEAp A 98154 1004. (P)1206:"695.47, 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 malesna,rwbeck.com Sincerely, Margaret Ales Permit Coordinator MA/jId cc line T. Creegan, King County K. Hufnagel, R. W. Beck 1. Sutton, R. W. Beck • • 001640 111- 00839- 20001/5500 Marshall Transmittal 6- 14- 2010.docx February 3, 2010 Torn Creegan King County Solid Wastc 201 South Jackson St Suite 701 Seattle, WA 98104 Dear Mr. Creegan, Sincerely, s J Jen er ifer Marshall it Technician Enclosures Tile: D09 -161, 162, 164, 165 M09 -103 & M09 -104 PG09 -095, 096, & 097 a City , f 7° 1 Jim Haggerton, Mayor Department of Community Development 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 Jack Pace, Director 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 he 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. W: \Permit Center \Incomplete Letters\2009 \D09 -161 Inc Ltr 41 to Corr Ltr 41.DOC 6300 Southcenter Boulevard, Suite #100 o Tukwila, Washington 98188 0 Phone: 206 - 431 -3670 o Fax: 206 - 431 -3665 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 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. This was discussed and agreed to at our last meeting. Should there be questions concerning the above requirements, contact the Building Division at 206 - 431 -3670. No further comments at this time. I- January 29, 2010 0 City of ° Tukwila 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 Bow Lake Transfer Station — 18800 Orillia Rd S Dear Mr. Creegan, 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. Sincerely, en ' fer Marshall r it Technician File: App No. 1)09 -161, 162 ,163, 164, 165, 166, 167 App No. E1,09 -0497. 0498, 0499, 0500 App No. M09 -103, 104, 105 App No. PGr09 -095, 096, 097 W. :\Permit Center\Extenston Letters \Applicanons'Q009\Bow Lake Application Extension doc Jim Haggerton, Mayor Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 o Tukwila, Washington 98188 o Phone: 206 - 431 -3670 o Fax: 206 - 431 -3665 January 28, 2010 Dear Mr. Rambo: Sincerely, CIAA cv Tom Creegan Project Manager 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: Permit Application No. D09 -161 Permit Application No. D09 -163 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 Thank you for your assistance in this matter. Permit Application No. D09 -162 Permit Application No. D09 -164 Permit Application No. D09 -166 Permit Application No. EL09 -0497 Permit Application No. EL09 -0499 Permit Application No. P009 -095 Permit Application No. PG09 -097 Permit Application No. M09 -104 all , e �c 1 i r2 Oa 1,40 ;y' // Czz� RECEIVEP JAN 28 2090 PERMIT CENTEI 6 r- 01 -04 -2010 TOM CREEGAN 201 S JACKSON ST, STE 701 SEATTLE WA 98104 RE: Permit Application No. D09 -165 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, Bill Rambo Permit Technician File Permit File No. D09 -165 O City of Tukwila C Department of Community Development '?5,4 'R,oaN Jim Haggerton, Mayor Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206- 431 -3665 C f October 29, 2009 Tom Crecgan 201 S Jackson St Suite 701 Seattle, WA 98104 O City of Tukwila Department of Community Development RE: CORRECTION LETTER #1 Development Permit Application Number D09 -165 Bow Lake - Recycling Bldg —18800 Orillia Rd S Dear Mr. Creegan, This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. 1 have enclosed comments from the Building and Public Works Departments. At this time the Fire and Public Works Departments have no comments. Building Department: Allen Johannessen at 206 433 -1763 if you have questions regarding the attached memo. Public Works Department: Joanna Spencer at 206 431 -2440 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 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. 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, 3D:tfLP Bill Rambo Permit Technician encl File No. D09 -165 W \Permit Center \Correction Letters\2009\D09 -165 Correction Letter k 1 DOC C Jim Haggerton, Mayor Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 0 Tukwila, Washington 98188 0 Phone: 206 - 431 -3670 o Fax: 206 - 431 -3665 Building Division Review Memo Date: August 20, 2009 Project Name: Bow Lake - Recycling Building Permit #: D09 -165 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 l 1x17 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. Wall, Floor & Roof Type details show references to different number "Types" for Insulation, GWB, Siding and Vapor barrier. Provide a schedule that identifies those types, referenced by the different numbers indicated or specifically call out the values within the details. 2. On sheet A401 one of the plan references refers to sheet A196. Please provide that plan sheet and any other plan sheets that may he missing as cross referenced. 3. While attempting to follow many of the circled key references to different details located on different pages for example: elevations to cross sections or details referenced to different page details with cross sections or elevations, it became rather confusing or impossible to follow the details referenced. It would be helpful if the different symbols for key references were more clearly or separately defined. Please revise key references to separate out details to pages with alternate key symbols or numbers specific to each detail and each page number, to aid in the efficiency of the inspection and plan review process. 4. Wall and roof cross sections A, B, & C on sheet A404 show the roof type as "90 ". The roof type detail only indicates 4" rigid insulation; therefore the under roof insulation for cross sections A & B is not clearly identified. Identify the insulation with either of the details revised for clarification. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. DATE: October 27, 2009 PUBLIC WORKS DEPARTMENT COMMENTS PROJECT: Bow Lake- Recycling Building 18800 Orilla Rd S PERMIT NO: D09 -165 PLAN REVIEWER: Contact Joanna Spencer (206) 431 -2440 if you have any questions regarding the following comments. 1) Please label clearly (large hold letters) and highlight in yellow location of proposed 881 sq feet recycling Building listed in a table on sheet I of 2. Footprint of this building could not be found on the Architectural Site Plan sht 2 of 2, sheet G018 sht 8 of 615, nor on Site Water System Plan drawing C7, sht 12 of 13. 2) Show on a site plan and label all utilities serving this building (water, sewer and storm drainage). H: Joanna/D09 -165 October 26, 2009 F CE!VED MAR 0 5 2010 CUty1MUNITY 7EVELOPIVDENT Bob Benedicto Building Official City of Tukwila 6300 Southcenter Boulevard Suite 100 Tukwila, Washington 98188 Dear Mr. Benedicto: GENERAL Sincerely Chuck Williams SE Sound Inspections Project: Wind Exposure: Seismic Used: Snow Load: D09 -165 Bow Lake Transfer Station Recycling Building IBC 2006 and ASCE 7 -05 B: 85 MPH Iw =1.15 Site Class C Design Category D Ie= 1.50 R = 3.5/6.0 Is = 1.10 Pr = 25 PSF We have completed our structural review of the Bow Lake Transfer Station Recycling Building. The plans are in substantial compliance with the 2006 International Building Code. The plans are approved and are being returned with our indication of review on them. Please note the changes to the plans as stated below: 1. Several of the referenced sheets were not included but are part of the plans for the Scale and TSO buildings. See the plans for the proper details. r• - - September 1, 2009 Frank Mellas Sound lnsp & Investigative Eng LLC PMB 223 1802 'A' Street SE Auburn, WA 98002 Dear Mr. Mellas: RE: Structural Review Development Permit Numbers D09 -161, D09 -162, D09 -164, & D09 -165 Bow Lake — 18800 Orillia Rd S Please review the enclosed plans and documents for structural compliance with the 2006 International Building Code. D09 -161: Transfer /TSO Building D09 -162: Retaining Walls — G through L and (2) loading bay walls D09 -164: Scale House D09 -165: Recycling Building If you should have any questions, please feel free to contact me at (206) 431 -3670. Sincerely, Jennifer Marshall Permit Technician encl xc: Permit File No. D09 -161, 162, D09 -164, D09 -165 ACTIVITY NUMBER: D09 -165 DATE: 08/19/10 PROJECT NAME: BOW LAKE - RECYCLING BUILDING SITE ADDRESS: 18800 ORILLIA RD S Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: It Division Public Works DETERMINATION OF COMPLETENESS: (1 ue,., I hur Complete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: TUES /THURS ROUTING: Building Please Route APPROVALS OR CORRECTIONS: Approved Notation: REVIEWER'S INITIALS: I1)( unv nitilro „hnp, �bp.(I w 1 2R -I)2 ' C M COPY • PLAN REVIEW /ROUTING SH P Fire Prevention Structural Incomplete Structural Review Required Approved with Conditions LETTER OF COMPLETENESS MAILED: Planning Division Permit Coordinator Bldg ❑ I ire ❑ Ping ❑ PW ❑ Staff Initidk: DUI t)ATF: 08/24/10 Not Applicable No further Review Required Not Approved (attach comments) DALE: Permit Center Use Only CORRECTION LETTER MAILED: Department issued corrections: Bldg ❑ Fire ❑ Pleg ❑ PW ❑ Soft Initials: REVIEWER'S INITIALS: DATE: DUE DATE: 09/21/10 ACTIVITY NUMBER: D09 =165 DATE: 06/14/10 PROJECT NAME: BOW LAKE - RECYCLING BUILDING SITE ADDRESS: 18800 ORI LLIA RD S Fl AL C EC FULL-SIZED PLANS DETERMINATION OF COMPLETENESS: (I ues., I huts.) Complete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: Departments dete'rmine'd incomplete: TUES /THURS ROUTING: Building Please Route REVIE 'S INITIALS: APPROVALS OR CORRECTIONS: Approved Notation: REVIEWER'S INI IIALS: Permit Center Use Only CORRECTION LETTER MAILED: IDe,partmeets'issued corrections: I)avmrnts/rou:u,g slip doe 1- ?8-0') 0ERMITCOORDeopyli PLAN REVIEW /ROUTING SLAP Bldg ❑ Av 4 f -1--1-to D1r211H ,z . I e Preven ion lan ning Division no Structural Incomplete Structural Review Required Approved with Condition ER OF COMPLETENESS MAILED: DATE: DATE: Permit Coordinator DUE DAIL: N/ Not = . ) 'cable 'Ping ❑ PW ❑ Staff Initials: No further Review Required DUE IDAIE: ASAP Not Approved (attach comments) VIA, 14) --- Bldg ❑ I ire' Ping ❑ PW ❑ Staff Initials:_ ACTIVITY NUMBER: D09 -165 DATE: 02/19/10 PROJECT NAME: BOW LAKE - RECYCLING BUILDING SITE ADDRESS: 18800 ORILLIA RD S Original Plan Submittal X Response to Correction Letter # 1 X Response to Incomplete Letter # 1 Revision # after Permit Issued DEPARTM NTS: ding Div sio` Public Works Complete Comments: DETERMINATION OF COMPLETENESS: (To(s., Thurs.) Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Building Please Route rn Structural Review Required n No further Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved Notation: REVIEWER'S INITIALS: fhv umrmJinuting aaq [Inc 2 28012 +� lERPAIT al PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete Approved with Conditions LETTER OF COMPLETENESS MAILED: DATE: Planning Division Permit Coordinator DUE DATE: 02/23/10 Not Applicable DUE DATE: 03/23/10 Not Approved (attach comments) DATE: U u Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DEPA TMEN S: UL • B tiding L)ivisio Public Works Complete Comments: APPROVALS OR CORRECTIONS: II Approved Notation: REVIEWER'S INITIALS: : to, umentshout slip tip( •PET C'L C(I PY a PLAN REVIEW /ROUTING SH P Fire Prevention Structural DETERMINATION OF COMPLETENESS: (l TUES /THURS ROUTING: Building Please Route Structural Review Required Approved with Conditions ACTIVITY NUMBER: D09 -165 DATE: 01 -28 -10 PROJECT NAME: BOW LAKE - RECYCLING BUILDING SITE ADDRESS: 18800 ORILLIA RD S Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # after Permit Issued Planning Division Permit Coordinator DUE DATE: 02-02 -10 Incomplete tg Not Applicable n Permit Center Use Only , INCOMPLETE LETTER MAILED: 0Z�� .J 7 O LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: further Review Required REVIEWER'S INITIAL S: DATE: Not Approved (attach comments) DATE: DUE DATE: 03-02-10 Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D09 -165 DATE: 08 -13 -09 PROJECT NAME: BOW LAKE - RECYCLING BUILDING SITE ADDRESS: 18800 ORILLIA RD S X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPA TMENTS: t e B uidin rvisiOt ' \-Pot lo- -o1 Public Works Comments: Approved Notation: REVIEWER'S INITIALS: Uocume' ts/routui5 slip doc DETERMINATI N OF COMPLETENESS: (Tue ., 1hurs.l Complete Incomplete Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initial >: TUES /THURS RO TING: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: •PERM1T COORD COPY • Approved with Conditions el +At- r e Pre'. ,tion Structural LETTER OF COMPLETENESS MAILED: Permit Center Use Only CORRECTION LETTER MAILED: (0 — 4 )— C 1 - 09 Departments issued corrections: Bldg Fire ❑ Ping ❑ PW� PIS fining Division L U (ID •2(i t O Pe mit Coordinator DUI DATF: 08 -18 -09 DATE: DATE: Not Applicable No further Review Required Not Approved (attach comments) x r Staff Initials: n DUE DATE: 09 -15 -09 City of Tukwila Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: It �� 54 // ( 2-0i0 Plan Check/Permit Number: D09 -165 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1_ _ for "Full- Size" plan review ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Bow Lake — Recycling Building Project Address: 18800 Orillia Rd S Contact Person: T IA eve e qti N Summary of Revision: 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 �4C cf e d1 i Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: ❑ Entered in Permits Plus on \applications\forrns-applications on line\revision submittal Created: 8 -13 -2004 Revised Phone Number: 2- ©(, 2 d �76 Building Division BD - 1 001640 I 11- 00839 -20000 I Response_D09- 165.doc To: 'I'om Creegan From: Ian Sutton and Margaret Ales Subject: Bow Lake Recycling and Transfer Station Project Development Permit Application Number D09 -165 (Recycling Building) Response to City of Tukwila Correction Letter #1 Date: August 11, 2010 An SAIC Company This memorandum is supplemental to the Revision Submittal for the Development Permit Application D09 -165 (Recycling Building) Correction Letter #1 to Full -Sized Plan Review for the City of Tukwila (City). Comments are listed below, followed by a summarized response. Comment: All sheets from the approved set are required to be submitted as full size plans. Please provide the missing cover sheets 1 and 2. Response: All sheets for the approved set have been submitted as full size. The two sheets referenced are the Building Permit Cover Sheet and the Architectural Site Plan that were submitted with the original application form. These two sheets are not part of the bound construction drawings, but rather were included as a supplement to the permit application to address permit specific checklist information such as building floor areas, parking tabulation information, etc. This was discussed with Allen Johannessen on an August 10, 2010 phone call and it was determined that these two sheets are not needed as full size for review of the approved set. 01 FOURTH ; AVENUE, SUITE 25 AUTLE WA 98154 : 1004fi , (P) 206 695 ?i(F) 206.695:47 REVISION SUBMITTAL I Date: Plan Check/Permit Number: D09-165 Response to Incomplete Letter # 1 ❑ Response to 'Correction Letter # 1 City of Tukwila Department of Community Development 6300 Southccnter Boulevard, Suite 1400 Tukwila, Washington 98188 Phone` 206 -431 =3670 Fax: 206 - 431 =3665 Web site. h tip . /%lt'wlw , . ci.tukwi /a.Wa.us Revision submittals must be submitted in person at the Permit Center: evisions will not be accepted through the mail, fax etc. ❑ Revision # after Permit is issued • Revision requested by a City Building Inspector or Plans Examiner Project Name: Bow Lake Recycling 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. 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 \applicationsforms-applications on line \revision submittal Created: 8 -13 -2004 RECFVED Cl IY OFF TUKWILA FEB 19 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 Steven M Mullet, Mayor Steve Lancaster, Director i REVISION SUBMITTAL i Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 1/28/2010 Plan ChecWPermit Number: D09 -165 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued KVVI[� ❑ Revision requested by a City Building Inspector or Plans Examiner ` AN 2 8 2010 Project Name: Bow Lake — Recycling Bldg p awn . c>=1Y7El i 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 of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on bl \applications\forms - applications on line\revision submittal Created: 8 -13 -2004 Revised: • • To: Tom Creegan From: Ian Sutton and Margaret Ales Subject: Bow Lake Recycling and Transfer Station Project Development Permit Application Number D09 -165 (Recycling Building) Response to City of Tukwila Correction Letter #1 Date: January 28 , 2010 This memorandum is supplemental to the Revision Submittal for the Development Permit Application D09 -165 (Recycling 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 Comment: Wall, Floor & Roof Type details show references to different number "Types" for Insulation, GWB, Siding and Vapor barrier. Provide a schedule that identifies those types, referenced by the different numbers indicated or specifically call out the values within the details. Response: Roof, wall and floor assemblies are depicted on Drawings A012 and A013. Copies of these drawings are attached to this memo, see Attachment A, Revised Drawings. The materials referenced on Drawings A012 and A013 are described in the Specifications submitted with the permit application. A summary 'Material Schedule' may be found in Section 07 0550 - Wall and Floor Assemblies, Article 3.06. The Material Schedule provides detailed references to other Specification Sections which describe the materials in detail. These include: o Section 05 4000 o Section 07 2100 - a Section 07 2500 - o Section 07 4200 - o Section 09 2000 - o Section 09 2200 - o Section 31 2116 - 001640 I 11-00839-20000 I Response_ 1)09- 165.doe 2500' >SEATITiLE, - Cold- Framed Metal Framing Thermal Insulation Air and Vapor Barriers Metal Siding and Soffit Panels Gypsum Board and Sheathing Gypsum Board Support Assemblies Methane Barrier An SAIC Company MEMORANDUM January 28, 2010 Page 2 • A copy of the 'Material Schedule' from Section 07 0550 is included with this memo, see Attachment B, Revised Specifications. Four cross references have been updated on the schedule. BD — 2 Comment: On sheet A401 one of the plan references refers to sheet A196. Please provide that plan sheet and any other plan sheets that may be missing as cross referenced. Response: Drawing A196 is included with this Revision Submittal as requested, see Attachment A, Revised Drawings. No other missing cross referenced Drawings have been noted. BD — 3 Comment: While attempting to follow many of the circled key references to different details located on different pages, for example, elevations to cross sections or details referenced to different page details with cross sections or elevations, it became rather confusing or impossible to follow the details referenced. It would be helpful if the different symbols for key references were more clearly or separately defined. Please revise key references to separate out details to pages with alternate key symbols or numbers specific to each detail and each page number, to aid in the efficiency of the inspection and plan review process. Response: Drawing A011 is included with this memo, see Attachment A, Revised Drawings. This drawing includes an Architectural Symbol Legend in the lower left corner which summarizes the plan and section symbols used on the drawings. In general, the cross- references in the drawings for this project work as follows: ® On Plan views, such as A /A401 (Floor Plan), B /A401 (Reflected Ceiling Plan) C /A401 (Methane Barrier Plan) and A /A402 (Roof Plan), the letter (for Building Section and Wall Sections) or number (for Plan Details) in the upper half of the bubble identifies the section or detail referenced, and the reference in the lower half of the bubble identifies the Drawing on which it is located. ® On Exterior Elevations, Building Sections are identified by letter in the upper half of the bubble and by the Drawing on which it is located in the lower half. ® On Building Section and Wall Sections Details are identified by number in the upper half of the bubble and by the Drawing on which it is located in the lower half. ® In all cases the bubble(s) on the right side of each title identifies the Plan, Section or Detail by letter or number in the upper half of the bubble and in the case of Sections or Details, provides a reference to the sheet where it is the Section or Detail is cut. If the Section or Detail cut is shown in more than one view (for instance, on a Plan and an Elevation), two reference bubbles are included on the right side of the title. 001640 I 11 -00839 -20000 I Response_D09- 165 .doe. MEMORANDUM January 28, 2010 Page 3 BD — 4 Public Works PW — 1 PW — 2 List of Attachments Attachment A - Revised Drawings Attachment B - Revised Specifications 001640 I 11- 00839 -20000 I Rcsponse_009- 165.doc Comment: Wall and roof cross sections A, B, & C on sheet A404 show the roof type as "90 ". The roof type detail only indicates 4" rigid insulation; therefore the under roof insulation for cross sections A & B is not clearly identified. Identify the insulation with either of the details revised for clarification. Response: Batt insulation was shown in Wall Sections A and B on drawing A404 in error. It has been removed from these Wall Sections and a note has been added to Drawing AOl3 clarifying that batt insulation is present at Roof Type 90 at the Scalehouse only. See Attachment A, Revised Drawings. Comment: Please label clearly (large bold letters) and highlight in yellow location of proposed 881 sq feet Recycling Building listed in a table on sheet 1 of 2. Footprint of this building could not be found on the Architectural Site Plan sht 2 of 2, sheet G018 sht 8 of 615, nor on Site Water System Plan drawing C7, sht 12 of 13. Response: The Recycling Building is hatched dark gray and is called out on the Architectural Site Plan between the Scale Facility and Transfer /TSO Building. Sheet G018 has had the callout added and is included in Attachment A, Revised Drawings. The sheet C7 referenced in Correction Letter #1 could not be revised as it is part of a signed Certificate of Water Availability. Comment: Show on a site plan and label all utilities serving this building (water, sewer and storm drainage). Response: Water and wastewater utilities servicing the Recycling Building are shown in plan on C082 and C099. These sheets relate to the site utility plans and are included under Building Permit application D09 -161. Permit Application Number D09 -165 List of Revised Drawings C 1. G011 - 'COVER SHEET, VICINITY AND LOCATION MAPS 2. G012 - DRAWING INDEX 3. 0013 - DRAWING INDEX 4. G014 - LEGEND 5. 0015 - ABBREVIATIONS 6. 0016 - GENERAL NOTES AND PROJECT AREA BOUNDARY 7. 0017 - EXISTING CONDITIONS AND SURVEY CONTROL 8. 0018 - GENERAL ARRANGEMENT SITE PLAN 150. S011 - STRUCTURAL NOTES 151. S012 - STRUCTURAL QUALITY ASSURANCE _ 152. S013 - STRUCTURAL NOTES 153. S014 - STANDARD STRUCTURAL DETAILS 254. S244 - TRANSFER/TSO BUILDING FRAMING DETAILS 255. S245 - TRANSFER/TSO BUILDING FRAMING DETAILS 256. S246 - TRANSFER/TSO BUILDING FRAMING DETAILS 285. S307 - SCALE FACILITY FOUNDATION DETAILS 319. A012 - ARCHITECTURAL GENERAL 320. A013 - _ ARCHITECTURAL GENERAL 321. A014 - ARCHITECTURAL GENERAL 322. A015 - ARCHITECTURAL GENERAL 323. A016 - ARCHITECTURAL GENERAL - 324. A017 - ARCHITECTURAL GENERAL - 325. A017A - ARCHITECTURAL GENERAL 326. A018 - ARCHITECTURAL GENERAL - 327. A019 - ARCHITECTURAL GENERAL - New Sheet 292. 5314 - SCALE FACILITY SCALE HOUSE DETAILS 293. S315 - SCALE FACILITY SCALE HOUSE DETAILS 298. S401 - SOUTH PROCESSING AREA SLABS PLAN 299. S402 - SOUTH PROCESSING AREA SLAB DETAILS 300. S403 - RECYCLING BUILDING FOUNDATION & ROOF PLAN 301. S404 - _ RECYCLING BUILDING DETAILS 302. S405 - RECYCLING BUILDING DETAILS CS301 Scale Facility & Recycling Building Cod Summary Floor P ans 318. A011 - ARCHITECTURAL GENERAL - ARCHITECTURAL GENERAL NOT 1 - WALL TYPES SCHEDULE - WALL, FLOOR & ROOF TYPES SC - DOOR TYPES & SCHEDULE - WINDOW TYPES & SCHEDULE OPENINGS SCHEDULE OPENINGS SCHEDULE - OPENINGS SCHEDULE 1 INTERIOR FINISH SCHEDULE 1 FIRE EXTINGUISHER & - FLOOR 410. A196 - TRANSFER/TSO BUILDING - METHANE BARRIER DETAILS 434. A402 - RECYCLING BUILDING - ROOF PLAN & BUILDING SECTIONS 435. A403 - RECYCLING BUILDING - EXTERIOR & INTERIOR ELEVATIONS 436. A404 - RECYCLING BUILDING - WALL SECTIONS & DETAILS I REV B 433. A401 - RECYCLING BUILDING - FLOOR & REFLECTED CEILING PLANS DETAILS Page 1 of 1 1 613. E401 - SOUTH PROCESSING AREA FLOOR PLANS - LIGHTING, POWER AND SIG REV C 1 1 1 1 1 1 1 1 1 1 0 New Sheet for revised /final 1 Final I Revised Dwgs Submittal Submittal 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 E CL o, cn .5 C B C 7 a ID (D CC . 5 CO 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 MATERIAL TYPE DESCRIPTION REFERENCE Rigid Insulation TYPE 1 EPS Foam 07 2100 2.04 TYPE 2 High- Comp.- Strength EPS Foam 07 2100 2.05 TYPE 3 Compressed Fiberglass Board 07 2100 2.06 TYPE 4 Polyisocyanurate Foam 07 4100 2.03 TYPE 5 Faced Polyisocyanure Foam 07 5000 2.03 Batt Insulation TYPE 1A High- Density Mineral Wool 07 2100 2.02 TYPE 1B Low - Density Mineral Wool 07 2100 2.03 Gypsum Board TYPE 1 Interior General Use 09 2000 2.02 TYPE 2A Interior Water- Resistant 09 2000 2.03 TYPE 2B Interior Moisture - Resistant 09 2000 2.04 TYPE 3 Interior Impact- Resistant 09 2000 2.05 TYPE 4 Exterior Gypsum Sheathing 09 2000 2.06 TYPE 5 Shaft Liner 09 2000 2.06 Vapor Barrier TYPE 1 Sheet Membrane 07 2500 2.02 TYPE 2 Fluid - Applied Membrane 07 2500 2.03 TYPE 3 6 Mil Polyethylene Sheet 07 2500 2.04 Air Barrier Fluid - Applied Membrane 07 2500 2.05 ,� 05 40003 05 400 2.0 07 420002 Plywood TYPE 1 Exterior Sheathing TYPE 2 Fire - Treated Metal Siding Panel TYPE 1 12" Wide Concealed- Fastener TYPE 2 Trapezoidal -Rib Exposed -Fast. 07 4200 2.03 TYPE 3 Sinusoidal -Rib Exposed- Fastener 07 4200 2.04 Non - Struct. Framing Studs 09 2200 2.02 Z- Furring 09 2200 2.02 Hat Channel 09 2200 2.02 Resilient Channel Resilient Metal Channel 09 2200 2.02 Drywall Suspension Suspension System for GWB 09 2200 2.03 Structural Framing Studs 05 4000 2.01 Z -Girts 05 4000 2.01 Steel Decking Roof Deck 05 3100 03 Composite Floor Deck 05 310 Methane Barrier Fluid - Applied Membrane 31 2116 2.02 3.05 MATERIAL SCHEDULE 6079 A. The following material types are indicated on the Drawings and described in the referenced Specification Sections: REGISTERED ARCHITECT DOUGLA L. BRINLEY STATE OF WASHINGTON C00273C08 BLRTS - rev. 12/07/2009 ./ 1 '2 ' 0 / r � C I 1i7 5)o�J ` ' , i� TO C j c END OF SECTION 07 0550 '' 'z�z� c f. C17YOFTUEnAflLA JAN 2 8 2010 PERMIT CENTER §07 0550 — 4/4 WALL AND FLOOR ASSENR LT R# Environmental Health Services Division 401 Fifth Avenue, Suite 1100 Seattle, WA 98104 -1818 206 -205 -4394 Fax 206 - 296 -0189 TTY Relay: 711 www.kingcounty.gov/health July 10, 2008 Jim Morrow, P.E., Director Public Works Department City of Tukwila 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 -2544 Dear Mr. Morrow. Public Health - Seattle & King County has reviewed the December 2006 Bow Lake Transfer/ Recycling Station Facility Master Plan and is aware of plans to re -build and expand the facility. Recognizing the many environmental benefits afforded by the proposed project, Public Health supports this King County Solid Waste Division project. In accordance with the Code of the King County Board of Health Title 10 and WAC 173- 350 -350, Public Health issues an annual Operating Permit and conducts regular facility inspections. We are aware of the existing wastewater system utilizing an underground holding tank for the collection of wastewater and waste - contaminated surface water. Since its installation in 1991, this tank has been continuously operated by the Solid Waste Division (SWD). Wastewater is pumped out regularly and transported by tanker to the SWD's Cedar Hills Regional Landfill for pre-treatment in the leachate lagoon and subsequent discharge to the Metro sewer main. In the absence of an available sanitary sewer main serving the facility, the regulations do not prohibit and this department has no objection to the 30,000 gallon engineered pre- cast concrete storage vault proposed to serve the expanded facility, with continuance of the existing arrangements for wastewater disposal at Cedar Hills Regional Landfill. Should a nearby sewer main become available in the future, we would recommend that a connection be established to serve the Bow Lake facility. If you have any questions or would like any additional information, please contact Teri Barclay at (206) 263 -8428. Sincerely, Bill Lasby, Supervisor BL:mp cc: Teri Barclay, Public Health Tom Creegan, KCSWD Public Health Seattle & King County RECEIVED King Cull on D JUL 15 2008 Solid Was Division ngin� ee�n enviers Sec - I RECEIVED AUG 1 8 7009 TU KWI LA PUBLIC WORKS cmrRALA hi 1r; 13 7009 PEA- IT CENTER )1 ° 5 I 3. CITY OF TUIMILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Site Address: 18800 Orillia Road So CERTIFICATE OF WATER AVAILABILITY Required only if outside of City of Tukwila Water District PERMIT NO.: Owner Name: King County Solid Waste Division Owner Address: Agent/Contact: om Crecgan, King County Solid Waste Division Agent Address: r 01 So Jackson St, STE 701, Seattle, WA 98104 Contact Phone: r 06- 2636476 Owner Phone: r 06- 2636476 This certificate is for the purposes of: ❑ BUILDING PERMIT • COMMERCIAL INDUSTRIAL 01 So Jackson Si, STE 701, Seattle, WA 98104 ❑ REZONE Estimated number of service connection and water meter size(s): Two - One 4' domestic & One 3/4' bypass on 10' fire device. Vehicular distance from nearest hydrant to the closest point of structure is Area is served by (Water Utility District:) Owner /Agent Signature 1. The proposed project is within 2. n No improvements required. I hereby certify that the above information is true and c Agency/Phone (attach map and legal description showing hydrant location and sire of main):. Transfer Station ❑ PRELIMINARY PLAT ❑ SHORT SUBDIVISION HIGHLINE WATER DISTRICT TUKWILA HIGHLINE WATER DISTRICT / 206- 824-037 By THOMAS KEOWN DISTRICT ENGINEER Permit Center/Building Division: 206 - 3670 Public Works Department: 206-433-0179 Planning Division: 206 -431 -3670 ❑ OTHER On site - see attached map for hydrant locations Date /King (City/County) The improvements required to upgradc the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection and to meet the State cross connection control requirements: Project is a Developer Extension. Engineer plans including Fire Marshall stamped approval and 52,000.00 deposit required. Please see attached disk for standard details, plan layout example and DE contract forms. 4. Based upon the improvements listed above, water can be provided will be available at the site with a flow of at 20 psi residual for a duration of 2 hours at a velocity of 10 fps as documented by the attached calculations. Customer recognizes that the water pressure/fire flow Information provided pursuant to this request Is general In nature and may not be accurate for any specific location at any specific time. Customer remains solely responsible for determining the specific water pressure/flow Information available for Customer's intended use. The general Information provided by the District is not intended for and should not be relied upon to design a water system or fire supression system for a specific locator. Customer is responsible to field verify the specific water pressure and fire flow at Customer's specific location for Customers specific needs. 5. Water Availability: O Acceptable service can be provided to this project ▪ Acceptable service cannot be provided to this project unless the improvements in item B -3 are met. [� System is not capable of providing service to this project 12,659.92 gpm 9/28/2007 Date REC IVED AUG 1 2009 TU ILA PUBLIC . ORKS PrintReport for Bow Lake Transfer Station A" N Date: Wednesday, September 26, 2007, Time: 08:19:38, Page 0 - - - -- - - -- Fire-Flow Residual Static Pressure Available Flow Available Flow ID (Psi) Demand Pressure @Hydrant Pressure (gpm) (Psi) (gPm) (Psi) 999022 111.81 1,000.00 110.77 12,659.92 21.60 PrintReport for Bow Lake Transfer Station A" N Date: Wednesday, September 26, 2007, Time: 08:19:38, Page 0 Y�tl A 1� ex*. t S.. fl -a »Z F. 4M i.e G+. is fl,. - Imbeer SmAli Mal Yoh I — - % pl Lanffl!-A Rlrt ..s Oil 1 5 i ij W V 8 8 PRELIMINARY DRAWING - NOT FOR CONSTRUCTION b 215 TUKWILA CITY OMITS ORD. 269 I ?— \ \ N Ns 47 .196 \ N � 1. ' V1821 \ N \ m ' _ • — TUKWILA ORO. 1125 TUKWILA ORD. 1125 19055 . I Q . r ' 1 ( f/ / rJ / I O I ,Q T . y / Ir \ v / • co / I o l ter y �o ° / I , we re 8 MJ . / (n __ we,s TUKWILA CRY LIMITS OR( // / I x1 \ SEA -TAC CITY LIMITS KCC. ORO. 8820 �/J V1o17 ,� -- r- -� / / I �' I / I I Ct / \ i I I CO / I / I 1 I o II \ I I I i iI o \ J rJ 1 ti 1:100 / J ii Ir 1� / o ;� 'hh i i i IX \ I � moo � \ / sf I 1 1 / \ \\ \ � P /1 8 ' CI . 4375 \ X 4 t 1` I CONTRACT 68 1, 4 16 1968 \ \ \N NN i / / d G e- 0 TUKWILA ORO 472 Name Role Effective Date Expiration Date BRAY, MARK D Effective Date 01/01/1980 12/17/2007 _ SWARTZ, LARRY J LYDIG + MCKINSTRY LLC 01/01/1980 12/17/2007 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 Contractors or 'tradespeople Prjl icr Friendly Page General /Specialty Contractor A business registered as a construction contractor with Lal 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 /bhip /Print.aspx Q Page 1 of 2 09/17/2010 Fox Island\ Bainbridge Island \ 5 Vashon Island 1. —_J � TACOMA \ c .. Elliott Bay _; ) ll� It SEATTLE. Mercer m Tukwila \ Kirkland CD C Ken Auburn Green ( 169 Black Diamond DESIGNED DRAWN VERIFY SCALE BAR IS ONE INCH' ON ANSI "D" DRAWING 0 1" D C B A REV BOW LAKE RECYCLING AND TRANSFER STATION LOCATION MAP 6/10/10 DATE IKS 1/8/10 1/8/10 7/31/09 IKS IKS IKS CHK'D KRH KRH KRH KRH APP'D 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. Redmond Bellevue � ..._ ' Lake 5ammamish Issaquah CEDAR HILLS REGIONAL LANDFILL Renton DISPOSAL LOCATION 'R C BOW LAKE RECYCLING AND TRANSFER STATION PROJECT LOCATION 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 REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division SITE FACILITIES CONTRACT CONTRACT # C00405C09 EXISTING BOW LAKE -" TRANSFER/ RECYCLING STATION VICINITY MAP la King County Department of Natural Resources and Parks Solid. Waste Division i An SAIC Company R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154 -1004 (206) 695 -4700 PLANNING APPROVED • No changes can be mode to these plans without approval from the Planning. Melon of DOD Approved By:, A kV Date: P SEPARATE PERMIT REQUIRED FOR: Mechanical Electrical Plumbing Gas Piping City of Tukwila i BLT,IDING DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED AUIi 2 0 2010 AI Cityof _ _ ......� BUILDING VISION KING COUNTY OFFICIALS: KING COUNT( EXECUTIVE DOW CONSTANTINE COUNCIL MEMBERS KATHY LAMBERT LARRY PHILLIPS PETE VON REICHBAUER LARRY GOSSETT JANE HAGUE JULIA PATTERSON BOB FERGUSON EXPIRE REAGAN DUNN JAN DRAGO D09- 165 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT COVER SHEET, VICINITY, AND LOCATION MAPS D09 -165 EXpI vuL oa zoiz FILE COPY Permit No ' [ I Plan review approval Is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field Copy an. cone ; ► ns is acknowledged: By 1%i i a , �a Date: City Of Tbkwila BUILDING DIVISION JUL 062Q12 PROJECT NUMBER: SHT. OF: C00405C09 DRAWING NUMBER: G011 RECEIVED JUN 14 2010 PERMIT CENTER 619 0 C 0 O >-- w 1 0 U- w CO 0 Co J J . U w 0 J u_ 0 co DC 0 0 2 0 0 AND FAST AND EAST AND FASI I4D EAST I \hL C.,(7)85 SITE WATER. SY STFM PLAN A A A A ^AAA A. EXFITNG saAl.....F FACILITY REVi0 \Ad r\i q PLAN AND Dr4JOSAL - ILAN DING i',1\1D TENAPI‘ p SLOPE GRADITC PLAN SLI„.II:IDE GRAF)! (....:;ONTRO L. SEDIMENT CONTROL •.: EN CIIONTRO TE D Lk.uil,,0 AND sFiilmEN . DESIGNED IKS DRAWN ABG VERIFY SCALE BAR IS ONE NCH ON ANSI "D"- DRAWING 0 1" E. A INIOTE.S A REV 6/10/10 1/8/10 1/8/10 7/31/09 DATE r . (Tu.: WATFE? \NA (r.:; yvATE \i‘lATFT. --- Q.; I IE. WAJITIII C099 -- SJE WATEWATER CiD(: - WASTEWAJER cITL — crin i;Aoc — .)HL — - FW[IT C I 07 C112. -•• • SU RE': • C113 .- SURFACE w.AIFP C114 - SURFACE. WAJER C-11T viATE1 r7J: C112. -.. SURFACE \AJATER G 1 1 9 - SURFACE WATER ( MATCO ( : :: ) 1 LjRFAC: \NIAI\IEF• C122 - SURFACE WAXER WA,TFQ • C125 — SURFACE WATER I,36)- :sLERIFS F C131 OVE R Ei\ri FENGftr.;, AND GUARDRAft.. 0.1 - (3TRIPIING, FENCING, AND GUAFDRA PLAN r's G150 SOME tnr,f 11 oNIA0u rLAN - C152 SIGNACE LOGAT10.1IN PLAN - • (...1:1 I A 3 r r • 1 C156 - SIC:WAGE C157 -- -- .SL GNACE C1.58 • G NAGE ' - fl.DIGNAGE C160 161 SI G. NAG E., STRUCTURAL 10 SERIES — GENERAL S011 — STRUCTURAL NOTES S012 — STRUCTURAL QUALITY ASSURANCE S013 — STANDARD STRUCTURAL DETAILS S014 — STANDARD STRUCTURAL DETAILS S - DAR D T u PAL D EfAl - ' ° 4 IKS IKS RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS ISSUED FOR CITY OF TUKWILA PERMITS REVISION DESCRIPTION IKS IKS CHK'D cyCTp.,4 0 SYS •PROP LES M PR(TI I ES !ETYS'IT.M PROFILES STATION AND • WASTUNATER VALVE PI...AN, SEGIK AND DEITNA,S SFIT AWSITWATFR SITE WASIDNATER SYSTEM 3117 - -r t \ 11,[71-Al SgE WAS q ER & STOP, MWATFR COMPRESSED AIR MAN HOL.FS '..JNDE.P • MI! HPF cc)NDua DETNES ''-'1T NOTES AND SCHEDUI...E 12.L&E s t HA:\1METhri 1:\ ND (,...IARDRAIL LL {L i FE CING, AN•D GUARDRAIL P AV E M N Fi t( I N AN F.) G UAR ID RA I L. T'AVENIENT STRIPING DETAIL.S.:, (IPA, (31...[FTE AN I2,1 DETAIL„S IRt3, c..1;;;JITIFR. AN n STifY1/\IA DIE:FAILS ,ANI) GATE• DE.J. DE. TAILS E NVE NIT Y AC r 'Ets KRH KRH KRH KRH APP'D QVC, F.34 f.71- A SY_DinNI <2: S?STEM P RO PROFILES PROFILES PROF IL.ES PRO :I LE:-; D EL'IT LS DIETAIIES H LINE WAITER DETRICT H,GH LI NE NJ ER NIGHilNIF WATER EW3MCI H Nhc . WATER D gRICT SYSTEM El UNE WATER Dr:F=JRK7 ! NOTES AND Sr,HE U LES QVC:TrW S F.:, I SY:STELA LA Et.vi TYF: F4 c-r:NcTi-70 S'y'SIFINA FEIN C I NI LAYOITT 1 A,y(IL.}:1 1„1-\\ODUT LAYOUT LA ETA! Ls L 0 N DETAILS STANDARD STANDARD sTANDA R D cs-,31AN9AR D STANDARD VALVE PLAN AND SCHEDULE Pi„,AN PL,4N PLAN PLAN PLAN PLAM PROFILES ppoRLES pRoriL pROFILEs opi LE) pRorILFS DETAILS OLL/kIJAIER SEPARATOR DETAILS vBHGTHRIE II F AND GUAR DRA1 PLAN • FENCING., •AND GUARDRAIL ENTRY AREA .ACCF53 ROAD & MAIN SITE DETAILS DETAILS DETAIL:I; DETAILS DETAILS PLAN p LAN PLAN PLAN AND DETM LS FINAL ISSUED FOR CITY OF TUKWILA PERMITS MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION cS022 --- CUAPDPAIL/HANDR,AIL DETAILS AND LIGHT GAUGE FRAMING DETAILS S023 LIGHT GAUGE FRAMING DETAILS 10o SERIES - TRANSFER AND ISO BUILDING -- TRANSFER/F:30 BUILDING - COMPACTOR BAY PLAN -- TRANSFER/ISO BUILDING - COMPACTOR BAY PLAN REINFORCEMENT. AND JO I IsTi LAYOUT TRANSFER/ISO • BULDIN(.; TIPPING AND FL() 0 R P LA \-1 3104 TRANSEEFsVISO JUILDING - TIPPING AND RECEIVINIC LEVELS ELOOR EVAITONS at5 • --- TRANSFER/ISO BUILDING - TIPPING AND REMO NG LEVELS MISCELLANEOUS MFIA1 PLAN S 1 06 TRANSFER/ISO BUILDING -- GENERAL ARRANGEMENT SECTION" S107 TRANSFER/ISO BUILDING - • ISO FLOOR P AN DETAIL .- 3 108 PLAN DETAIL. — Cl9r; Jiz_U — S127 - 3128 - S i 36 - S157 -- 3138 - S139 7 S140 -- c-L4-1 S142 -• SI4 S14.9 ▪ n TRANSFER/ISO. TRANSFER/ISO - .TRAN SFER /ISO 'TRANSFER/ISO TRANSFER/TS0 1 TRANSFER IS° TEI),ANSFER/TS0 IRAN S E. R /TS 0 TRANI S E RITS 0 IRA N S FE R TRANSFER/ ISO TRANSFER/TS°. TRANSFER/TS° TRANSFER/ISO TRAI\JS TRANSFER/ISO TRAN3FER/1SO. - TRANSFER /ISO TRANSFER/ISO TR,A,N S FR/IS 0 IRAN SEER/ISO IRAN S EER/IS TRANSIT :,/TS() TRANSFER/ISO Q -LINE WALL TRANSFER/ISO BUILDING TRANSFER/ISO . BU LD I NG TRANSFER/TS0 BULDNG - TRANSFER/ISO BUILDING - NPA L.OM I NG • DOCK RETAINING NPA• LOADING DOCK REF/MING .TIZATNSFR/IS BUI JA NG TRANSFER/I30 BUILDING -- 3 TRANSFER/ BUILDING - . TRANSFER/ISO BUILDING 'TRANSFER/T:3;C) BUILDING; . CO FACTOR CH ..ITES TRANSFER/T30 BUILDING - BAY. BACK . PLATE TRANSFER/TS0 BUILDING -- CHAIN • TRATSFER/ISO BUILDING - CHAIN - TRANSFER/ISO. BUILDING - MISCELLANEOUS DETAILS • .TRA\ISFER/ISO BUILDING - WALL • -- BUILDING BU L.DI NG - BUILDING - BUILDING BUILDING BUILDI \IG BUILDING BUILDING BUILDING BUILDING BUILDING BUILDING BUILDING • BU 1 LD.I N0 BUILDING B(JILD1NG BUILDING BUILDING BUILDING • BUILDING BUIL.DN0 BUILDING La^ TRANSFER/ISO -BUILDING - ISO FLOOR REINFORCEMENT IRAN-SEER/ISO BUILDING FLOOR PLAN DETAILS, TRANSFER/ISO BUILDING BUILDING RECEIVING LEVELS TIPPING AND RECEIVING LEVELS BAY SECTIONS - BAY SECTIONS •BA"( SECTIONS . BAY • - -TCTIONS BAY Sro BAY WALL . SECTIONS BAY. WALL SECTIONS BAY WALL SECTIONS BAY CO . WALL SE0 AND ELEVATIONS BEAM ELEVATIONS BEAM F LFVATI 0 N S BEAM ELEVATIONS REAM ELEVATIONS . BEAM ELEVATIONS BEAM ELEVATIONS BEAM .E LEVATI 0 N S • MISCELLANEOUS SECTIONS MISCELLANEOUS . SECTIONS MOMENT FRAME .FOOTINGS \AOM ENT - FRAME F. NOS MAIN FRAME FOOTINGS MOMENT FRAME FOoTINGS T30 COLUM A-LNE WALL, -LINE WALL, C 0 M PACTOR COMPACTOR COMPACTOR, COMPACTOR COMPACTOR COMPACTOR CO M PACTOR MPAGTOR COMPACTOR FON NGS . NE WALL 20-11NE WALL AND M - LI N E WALL SOUTH PUSH WALL TIPPING WALL MISCELLANEOUS - SECTIONS WALLS S WALLS SPA ‘q‘LLS TOP L_OAD JAY \IV EST WALL TOP LOAD BAY EAST \I'/ALL MISCELLAN r 11 METAL.. ARMOR PLATE 1\4 1 SU EOUs METAL - TOP LOAD MIKELLM EOU METAL • TOP LOAD NRSCELLAINEOUS METAL - POST AND WSCELLOODUS METAL - POST AND MISCELLANEOUS .METAL TRUC< WASH BULL RAIL, NPA DEBRIS 200 SERIES - TRANSFER AND ISO BUILDING • `320.1 - TRANSFER/ISO BUILDING . TIPPING & ECEIVING. LEVEL PLAN TRANSFER/ISO BU 113 NG • ISO LEVEL PLAN - 320::5 TRANSFER/ISO BIALNNG ROO F LEVEL PLAN 3204' - TRANSFER/ISO BUILUNIG ENLARGED FLOOR RL,41 MUIPMENI LOADING UNEIS • n'r ISO BUILTAC ENLARGED FLOOR PLAN ISO - LEVEL PLAN 3206 ISO BUILDING. ENLARGED FLOOR PLAN • ROOF LEVEL PLAN 3207 ISO BUII FANC PENTHOUSE' ROOF AND M ECHAN KA. PLAN S208 TRANSFER. BLIII TAG FAST & WEST WALL HWANG ELEVATIONS 3209 TRANSFER BLALDNL NORTH -& SOUTH WALL FRAMPLG ELEVATIONS S.21 0 TRANSFER FM LJ)IN G MO NE NT FRAME ELEVATIONS. 3211 TRANSFER. BULDIK MOMENT FRAME R,aATIONS 111 King County Department of Natural Resources and Parks Solid Waste Division S212 S213 5214 3215 3216 3217 S218 S219 S220 3221 3923 S224 3225 3226 3227 3228 S229 3230 S231 S232 S233 3234 32.35 5236 3237 3238 3239 3240 5241 5242 3243 S244 S245 S246 3247 3248 S249 3250 S251 5252 3253 5254 3255 3256 S257 S258 3259 3260 S261 5262 3271 5272 S273 5274 3275 3276 3:301 3302 S303 3.304 3305 3306 S307 3308 3309 S. 3311 3312 S313 S314 S315 3316 3317 331[°3 3319 - A TRANSFER BIJILDING rtmlOWENT FRAME TRANSFER BUILDING. MOI'VIENT FAME TRANSFER BUII:ANG MOMENT FRIO/ E TRANSFER BUILDING LAMENT FRAME TRANSFER BLIIIJANG WAIE \IT FRAME TRANSFER BUftIANC MOMDIT FRAME TRANSFER BUILTAG MOMIENT FRAME TRANSFER BUUTANG BRACED • FRAME TRANSFER. BUILDING BRACED FRAME ISO BUIDING • WAL.i FI TV/00W; • - ISO BU I I DING • .BRACED 1E- EVATIONS T30 BUILDING . RA,C ED FRAM E F L EVAT1 0 N T30 BUILDING BRACED FRAME D.EIAILS ISO BUILDING ,AM E. DETAILS :TS:0 BUILD! NG.; BRAG ED FRAN/IF D ETA! Lc.:-.1; T30 BUILDING F32ACE.T.1 FRAME DETAILS col UMN E LFVAT I (.,I) S LEVATIONS ELEVATIONS nFTAIIC FTN LS D LS OFIN LS ETA ELEVAIK)INS DLTAL3 13-0 BUILDING FAN TRANSFER BHILDII\IG HORIZONTAL BRACING TRANSFER BUII....DING HORIZONTAL BRAG IPC TRANSEE-- BUILDING HORIZONTAL BRACING TRANSFER 31./ILD4G HORIZONTAL BRACING TI-RANSFER BU I 1...2 ING; SKYLIGHT PL ANS AND TRANSFER BUILDING KYLI CHI • PLAN /\..ND DIIIJA1t...3 • TRANSFER/ISO BUILDING SKYLIGHT PLAN AN D DEN - TRANSFER 351 t11 FRAMING fl ft TRANSFEi BUILDI'IG FRAMING DETAILS - TRANSFER BUILDING FRAMING DET/:\ILS 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 DETAILS . TRANSFER/TS0 BUILDING FRAMING DETAILS TRANSFER/TS0 BUILDING FRAMING DETAILS • - TRANSFER/TS0 BUILDING ::RAN/ INC DETAILS - T BUILDING - ERA vIING DETAILS TRANSFER/ISO BUILDING ROOF MECHANICAL p(,)[-n • FLAN TRANSFER/ISO BUILDING ROOF MECHANICAL 3U -LET TAILS TRANSFER /ISO BUILDING; ROOF PLAN WIND . L0AD1NG • • TRANSFER/ISO . BUILDING ELEVATIONS 'NH{) L \AI LOADING NORTH & WEST TRANSFER/ISO BUILDING ELEVATIO EAST ISO BUILDING BREAK. ROOM PLAN & 130 BUILDING • STAIR FRAMING STAIR TRANSFER I TS0 BUILDING NSF - • TRANSFER/ISO TRANSFER/ISO TRANSFER/TSO BUILDING -- TRANSFER/ISO - BU1LDINO - IRA 300 SERIES - SCALE FACILITY SCALE SCALE SCALE SCALE SCALE SCALE SCALE SCALE SCALE SCALE SCALE SCALE SCALE SCALE SCALE SCALE SCALE SCALE SCALE FACILITY FACILITY FACILIT'( FACILITY FACILITY FACILITY FACI LIT)/ FACUTY FACILITY FACILITY EACILITh' FACILITY FACILITY FACILITY FACILITY FACILITY FACILITY FACILITY FACILFTI F3U1LDING BUILDING BUILDING \IS STAIR ERAM I I\ILG STAIR STAIR D ETAI I STAIR DEETAII..!..3 EXTERIOR STAIR ER.A M EXTERIOR STAIR [EXTERIOR STAIR NORTH PROCESSING ARFA, .BRACED FRAME NORTH PROCESSING AREA DETAILS . NORTH PROCESSING ,AR EA DETAILS AN P n'*fl {R An SAIC Company R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 DETAIL - TRANSFER ISO BUILDING MISCELLANEOUS DETAILS - • NORTH PROCESSING AREA FLOOR, PLAN NORTH PROCESSIK AREA ROOF - PLAN NORTE PROCESSING AREA- WALL ELEKTIONS 400 SERIES — RECYCLING BUILDING S401 — SOUTH PROCESSING AREA SLABS PLAN S402 — SOUTH PROCESSING AREA SLAB DETAILS S403 — RECYCLING BUILDING FOUNDATION Sc ROOF PLAN S404 — RECYCLING BUILDING DETAILS S405 — RECYCLING BUILDING DETAILS . REVIEWED- FOR - CODE COMPLIANCE Ao 2 .APPROVED A 022 D EIN LS Cir\WWWc GENERAL ARRANGEMENT PLAN WEST GENERN ARRANGEMENT - PLAN FAST GENERAL MRANGEMENT SECTKMTS GENERAL ARRANGEMENT 3 SEIM FOUNDATION PLAN - FOUNDATION PLAN - EAST FOUNDATION DETAILS FOUNDATION DETAILS UNDERSCALE SLAB PLAN FOUNDATION DETAILS - SCALE HOUSE PLANS SCALE HOUSE PLANS • SCALE HOUSE SECTIONS SCALE HOUSE DETAILS SCALE . HOUSE DETAILS SCALE HOUSE DETAILS SCALE HOUSE DETAILS SCALE HOUSE 'DETAILS SCALE HOUSE DETAILS 0 2010 A02$ jou 3502 S5 osJu 07 F>nn 3601 3602 - CFNM/TV:UFLING STATION FOUNPAIE Se60 - .SiGN BRU . • 3604 - SIGN BRILa FOUNDOON S60 RU GE N fir: ARCHITECTURAL CODE SUMMARY is° BULD11' - CODE SU MEIIARY ' 4' LEVEL.. TRANSFER/ISO BUILDING - F."..IVIN(3 LEVELS SO ELJI1 .{L-'!'; - CODE `SUM -••,•-. .AND 1...0ADIN(":; A012 — A013 — A014 — A015 — A016 — A017A — ARCFITECTURAL GENERAL — OPENINGS SCHEDULE I A019 fll BURAANG — CODE SUMMARY - CS 301 — SCALE FACILITY & RECYCLING BUILDING CODE SUMMARY FLOOR PLANS 10 SERIES — ARCHITECTURAL GENERAL A011 — ARCHITECTURAL GENERAL — ARCHITECTURAL GENERAL NOTES — CODE NOTES & LEGEND ARCHITECTURAL GENERAL — ARCHITECTURAL GENERAL — SCHEDULE ARCHITECTURAL GENERAL — ARCHITECTURAL GENERAL — ARCHITECTURAL GENERAL — 1\024 / Al 02 - SITE ‘,AIAL.LS • ETAI N IN (7..; WALL 0 ',RETAINING WALL H PET,AINING. \NALL. J -RETAI IN I IN G NALL . J E. - FAIN! 1 G 'WALL J RETAINING WALL K • • RETAIM N vIVALL L - iv] ISUALLANEOUS STRUCTURES 73 'lLER YARD TRUCK PADS 17 I CO DRAWING INDEX BUILDI UC 1 URI ARCHITECTURAL GENERAL RECESS SCHEDULES U RAI_ • GENERAL - ARC RAL GENERAL - ALITECTURAL . GENERAL A3(14FTECTURAL GENERAL - AR104TECTURAL GENERAL - AITECL URAL GENERAL • (4911thila ILDINGbIVISIONIY= AN D.±_a(231..Ii„.QINISZI. A101 - JSO BUILDING • FLOO=R PLAN C:OMPACJOR LEVEL BUILDING HORIZONTAL GLEARAWI PLAN COMPACTOR • TRANSFER/ISO BUILDING - FLOOR TIPPING 84. RECEIVING TS0 BUILDING - FLOOR PLAN -- EOLIII'M ENT /3/..,. 1....OADINC,3 LEVELS 7. 'BUILDING - FLOOR PLAN - I - PANSFER /ISO . BUILDING ROOF P[.....A1\1 TI BUIL DI NI G . ENLARGED E:1001: LAN s BU !EDI NG XI E. R (I) El...NATIO IN - "...; 0 TS LY BUILDING & PENTHOUSE". EN11.. CID EXTERIOR TRANSFER/1S0 BUILDING - E EXTERIOR ELEVATIONS LDING LDII BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT WALL TYPES SCHEDULE WALL, FLOOR 8c ROOF TYPES DOOR TYPES 8c SCHEDULE WINDOW 'TYPES & SCHEDULE OPENINGS SCHEDULE DU LE FIRE EXTINGUISHER 8c — FLOOR I T I TERIOT? S IG N A G E. 331 ,1LT)[ TERI P TYPE. NLTE R 10 'I..; I N E„ 'TYPES c`".:. IT) ETTA I C AS EWO CASEWORK CASEWO s L.! LP, \OR)/ I A ND t ri:";11:" LLVLL CO I -- EXTERIOR • E. I...IEVAT I 0 N 3 N 0 R T1-1 IRAN S TRANSIT .1.004\15[T ISO BUI L.1,.is • SO BUIL.DING LONGITUDINAL . COMPACJ OR SECTIONS ----- VER:TICAL •CLEARANCE PROT:111S - ISO BUILDING LATERAL BUILDING IE.1[2CTION ISO ELI LDING J\TERAL BI.J1LDING 350 BUILDING 7 LATERAL BUILDING Si:I'..CTION ISO • BOILDING -- BUILDING 33ECTIOT4S 130 E3UII 0310 - BUILDING • SECTIONS ISO BUILDING - PENTHOUSE SEC•fi ONS DETAft,S TRANSFER T-3UILDING WALL SECTIONTS TRANSFER •BUILDING - 7 WALL SECTIONS "TRANSFER/ISO BUILDING WALL SECT 01\8 TRANSFER/ISO ,BUILDINIG WALL SECTION'S TRANSFER /ISO BUILDING - • \NALL SELC110 NS TRANSFER BUILDING - WALL 1313 I ONS TRANSFER/ISO BUILDING --- WALL SEGDONS ISO BUILDING - FASCIA SECTIONS 4. DETAILS. \GED EXTLAOP LLEVAI IONS • BUILT:MG SDSTIONS NORTH & SOUTH UNG SE,CflONS • EAST e.)c, , VEST )IAL -BUILDING SECTIONS - .COMPACTOR RECEIVED JUN 1 4 2010 PERMIT CENTER PROJECT NUMBER: SHT. OF: 2 C00405C09 DRAWING NUMBER: 0012 ELEVATIONS 619 - GENERAL • 10 SERIES — GENERAL G011. — COVER SHEET, VICINITY AND LOCATION MAPS 0012 7. DRAWING INDEX G013 — . DRAWING INDEX • G014 — LEGEND G015 — ABBREVIATIONS G016 — GENERAL NOTES AND PROJECT AREA BOUNDARY . G017 — EXISTING CONDITIONS AND SURVEY CONTROL G018 — GENERAL ARRANGEMENT SITE PLAN AND BUILDING CONTROLS (301:9 I LE(2[TO N E ? AND 3 SETE FNTRANr F TRAFFIC: L,, ENT H AN co 2f.) miL TRAFFIc MANACEMENT KAN • CO21 ,i1H.J.-is 2 TRAFFIC MAWH.MENI [1 \ ;l --• M 1...ESIO1\lE 5 TRAFFIC MANAtITMENT PLAN TRAT 1 t MANAGLMUff • PLAN C 112_1 I FSICA\T. 5A IMAFFIC MAIN,qT mFNT •PLAN. 0025 — .4 1 LH 1 0 r\ :71 3B 'TRAFFIC MANAGEMENT PLAN - 1 026 --- AIL.E.S T(11[ JU MANA,GEM ENT P 1 02 1\41E1E5'100E 3D TRAE F C MANACEMITI PLAN --- MILESTONE WANAG FM EN c CO2 C - DE 1 IRCA. C011 (2;013 ( C016 C (31 7 0018 ---- (-; (.21 C. 0 21 (1.;022. -- C0 23 „..„; 0026 CO27 CO29 CO30 CO:.12 0034 3035 CO,II1 6 CO37 0039 0040 C()4 0042 0043 0044 0045 0046 •0063 C064 0 0(35 0066 M (I) I„ N PLAN 1.1 1) NOTES rEi. )[ PL.AN AND 9JIL 0141 SCALE 70 LFY DEMOHTION PLAN AND NOTES KU:JONI: 1 /1 ` qv BI ?AIN AND N MU...ESL:ONE 2 Sni GRADUC PLAN PPE': --LoAD PPE-LOAD DETAILS OVERALL', FINAL SITE GPAIDING• FI WI_ 1 ?,ADINI [IJ FINAL '3ITE GRADIN(,. PLAN FIN D I INC; Pit,N 1 \1 II I.'. L-IIII?„1:\ ,•‘: FINAL SI T. D P (1) 1 I LEIS C, P R (.7) [J 'IS FINAL SE.0 1 ':$'1 Li (. RADING SE.CTIONIS 5L1E PWADINC SECTIONS F. I NAL CONTE(I)L. P ()IN T IF '4 11 ITROSI(DI\I /AND IN/ENT P ID PI E RO S I 1 Al\ID D I MI EINT I NI 11 1 N 17531[3 RAIsN EIFi3OS I 0 N JANIE 131 IT IAL TEMPORARY L.:Pf.)SIGEN AIN D LnA0 CONTROL. PI.AN PR E----1.0A0 (IN -- P11: E CI' NIT (.") LAN TEI\IE ORAR\L'I F1 )SI(rs...$1 17 7 EITVAL. TEMPORARY [TR 0:1•11(:)N 1 T...170P/\RY AND S TETI L.,;01\-13 7 R(TIL I .IMIPC.:1FIX\ 1310i') ANIL) SITE IH FT' IT 'I.:ON Tr 50 - I/0 I S PAVING CO51 MftT':JONL 2 F.;ITE PAING PLAN 0052 OV RAL I' I NAL PAVINIC PLAN 0053 FINAL SITE PAVING PLAN CO54 F !NAL SITE PAVING ELAN CO55 I PAVING I 0056 RA),it N P LAN CO57 FINAL SI' F.-, I /\\1 NG PLAIN 0058 Ili „ LIA, 1 1L pAviNG p LAN CO59 -- ROAD A PROF ILE -- STA -A5+00 TO (.;TA Al 0060 ROAD A F. BO 1 I LE -- S TA 15 -I 00 TO S FA 321-00 C061 - ROAD B PROFILE -- STA 0 I 00 To STA 13 [ C062 FINAL 111 AVING CURB RE; ” 'API E I NIAL SI IT Pi/AVIN l4F 1 FL !RN r/I:\BLE:::: L'Avf ',0 SURFACE SECTIONS - NI LI U S PAV 1 NG [ ) /*LI [ S IfYIT" I CAL ROA D OVERLAY SEC 0 S • 807 1 00 SERIES - FA Fs , / ATER AND WP cI ITVWFP ) , _ CO8 1 S11 E. UT ILI LY SYSTEMS AND ,K FY • MAP 0082 - SITE WATER SYSTEM PLAN 0083 --- SITE WATER SYSTEM 11 Ai - SF V IF -.' cn.T ^ ARCHITECTURAL, CONTINUED • • 100 SERIES - TRANSFER AND ISO BUILDINGS BEIW - STAR PLANS Al 11 Al A144 --- A145 -• A146 --- Al •4`.;..,I• Al 49 •••-• A151 Al 52 --. BL LD I NI C.; BLI I N BUILI)ING • TR.ANI.c.')F BUILDING [13LI LE.;I N El..EVATOR F.L...EV/\7•10 NIS (..) E \I. HOISTWA); B HIM, F 1.._11:',/AT 0 R A R. G NF RA L AP C EM TS() BL)11„1..)11,\IO REA P LA N CI.DI',IPAC•TOR Al 58 ii A 'I S(.) .BI..I NC; . -.•-• AT-• T.•7,0 L. RE:ICE 56 ISC.) HI _ULF)! :1 [1 (s.,FILR TSCL) B G ,f.n\ • TS() 1--,31„...111... HNC --- ,A.R11,7\ I • L.-- Al / FRANIS LI;,),,/ •••;),I....)ILDI G 1-.••••(.,)1.1 f\71 & I P IP I N G LE: B L.111_1)1 N 1. P 11.31.1II,F); 1\1(1; •••••••• REFI 17.•;I F IF PI. I": UNELS ELL.) -- A16-4 • - ••••- 13 , INT1 A•167 Al --- ./1 T-3(11 EDI 1\1(..; Al . 72 --- I Al 73 N I.'" FR Al "7/1 -- E R /I (.) Al 75 -- TPANISF EF /IS() Al 76 -- -- 1 - F-ANISFEF F /TS(L) A177 • -- TRAN A300 A301 A302 •A303 A312 A32 1 A3.31 A36 1 A) - 7 1 A3"7 2 A38 1 A39 1 CALE FA.C1LITY F.:AC I L. 111 N 0 R 20„1.\1E EAC L lY SCALE F.ADI....1TY HA(...311... -- 2CA .2 SCALE 1 SCALE -- SCALE. TAGII__ITY -- SCALE EACILIT • 1 A iR Al\j = ! RiAINEFER/'ISO B(ilL.DI NC . .. DI I\ICI 1••[•/=\ISFF R /ISO N - ()El TRAINS / TS(..) BUILDING s EM ES Al 94 --- IT-ANISFIER _DI C BLIES Al 95 1"FANSFER/ISO 'OINK; - A196 - TRANSFER/TS0 BUILDING - A197 L NISFLR,/ E3UILDIN1) -- A198 - - BUILDING - GUTTER A199 TS() II DE F FCT p ii cij _ v --- 1' •I `// '' '. 1( • 'I 1-0 ( 1 . ) ( 4,0-4 - T2FF- •(.31-1.)1\7112-1-• F. 11.-11-117.)11-.11' Fr. -- r \ 11),!2q . N717W-C 1.11)F". LAJL-S BUIL:1) F (.1)\/Erd LIN.) 1K.:1 0 1 F F F 1LS )r-)..1(1; •••-• NI DO •-•••• RA L.. IHE• N N I•,-;,; I... I, [21\11 N :-\ I P.,(14 -- FI'..I(S) F F - ••I:=Y.•1 :,1I ;.VF jJU iFIIFfFilj • FFF R I / [31,111 DI I\ IL„T' DE:1 /TS() Bt.!! N ,Ap', I p,!:1" r-,•?./'-` FFI SO BUIL DING ".1 DIJA,11..S cA, ■ H ./\i1l LAN METHANE BARRIER DETAILS F. 200 'SERIES A2 0 1 .N 0 RT 0 P 0 C.', 2l (3 AREA - F 0 P 1....A N .A2192 NORTH P Ec.SSI (ls..1 A L -7 • ROC '4' PLAN A2 1 1 •- PER(..)(11:IESSINIC AREA FVFERI 0 R ELEVAT1 A221 N 0 R PROCESSING AREA EL.EVAII(DiN•IS PF I)E•TAI LIE; A231 NORTH. PROCESSING AREA WAI I F"C;TI(.)1\13 A2( 1 -- N ()FM-1 P R.(..)C r H G AREA 300 2l.IRiES -- SCALE EACH...11 A 1 CAN1 F;AC, - - r."1 P pCT1 FC.TH , , 7 11 I PLAN • 11X TEIR.IC) R , L 1 1 , j '4ES D J 1 LD 11\g SECTIONS • WALL. S E CT 1 0 IN S INITERIOR ELEVATIONS; DC)OR . ETAIL.S WI NI 11)0IN DETAILS D ETAI 1_2 PNEUMATIC TUBE SIOEM DETAILS . PLAN &.^., L.)1.1L METHANE, iseiM.;;PER PLAN EX TE R EL.EVA .e, • FL DESIGNED I KS DRAWN ABG VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" 1/8/10 A REV 6/10/10 1/8/10 7/31/09 DATE 400 SERIES - MISCELLANEOUS STRUCTURES A401 - RECYCLING BUILDING - FLOOR PLAN, REFLECTED CEILING PLAN 8c METHANE BARRIER PLAN A402 - RECYCLING BUILDING - ROOF PLAN & BUILDING SECTIONS A403 - RECYCLING BUILDING - EXTERIOR & INTERIOR ELEVATIONS A404 - RECYCLING BUILDING - WALL SECTIONS & DETAILS LANDSCAPE 100 SERIES - SITE LANDSCAPING L100 - OVERALL LANDSCAPE PLAN L102 - L103 - L104 - I ): - L106 - L107 ) • - 120 SERIES - SITE IRRIGATION r' . L YU 1 WI M011 N1101 1 M101 - P LP:\ N 14 ' TC,f) IKS IKS IKS IKS CHK'D 1_ANDSCAPE PLAN LANDSCAPE PLAN LANDSCAPE PLAN LANDSCAPE PLAN LANDSCAPE PLAN PLANT SCHEDULE AND DETAILS LANDSCAPE DETAILS 1.../V1D SCARE:I D [17\ I LS IRRIGATION PLAN IRRIGATION PLAN - F.d F\FF ! \ F1JF\i rLAN,i . IRRIGATION PLAN IRRIGATION DETAILS ; • 1P1- 1 ,1 ; 1 1 11 ; 1 1 - D 1 ,1 111. INHT 1:':',EPLACEMENT PLAN 2 N F 1- I KRH KRH KRH KRH APP' D SCHET/ULES • 211 ,flqT: 1 flHIrc• S, c;t H L ..d r1.7,1 imr N N I DI HI I - Fi A Tsn (L SHEET 1 H E ET 2 .".;I-1 VETT :I.') sHEF 4 E f• (2,0NA p F N / •'-\ F IF IAN IC., AL A 1-3 L-3 RF.1 AT IONS El AN I (IIFLFI. TA' I - A I .1 17 t A n • - ANu LmcLUr,b;_j1) • • 1\11 I1)1;LLI-?,„/"TII C.) • B LI I 1„...11.,)11\10 COMPACT•OR F. PLAN - WFST ( pAGI IR, LEA7FL/T11. M 1. T PA N c4:1- TIPPINc:./pFrEI \INC LEVEL . ---- MECHANICAL PL.AN . - IRAN S FER /ISO En...I1L..1.)IN -- 120 __EVE.1._/IIP PI NIG/ R EC FT C A. N I C 1." LAN . • - (NH- o rc ; \ IC: NA Fr i---16:Nr7V, P0(,) PLAN Ly, -- !•\„! , \,/ L., , - AC'T I - A- \ C P D Fx FL P. VATI 0 N,c,72; L;/-0 T ;:y., L...) --- 4 T1s,01 F 1. DIN. ILL:3 • ENI ',ARCED IELEVATION AND WALL_ SEC l)11 PROGESSIN(..;-; AREA MECHANIC: FLAN, 1 . "1" PA N 1: r..)0 \AIN P C,) UT DRAIN, HOSE PEEl.. AND M I TRANSFER. BLIILDING 2IP.E. DROP. Rr-•..3ER SLPPORT DETAIS LEVEL L EVE E L LEVEL • LLEVEL LEVEL LEVE vv, F. EOF7EIL ENLARGED WAI AND 1IE ENLARGED WAIF. 1:?, AN D ENLARGED HVA0 PI AN AREA DLUMBING PLAN AREA PLUMBING PLAIN AREA HVAC PLAN AN • BUILDING SECTION:FS VAULT DETAI LS • • BUILDING. SECTIONS iNrJLF\ 1- 1 c2 , 1 ,9 nurifimo T1PPING/RECEIVING LEVEL losTING DRAINAGE DRAINAGE. I ., F 1 1 • _. • Tc.,,,0 IF 1F DING TIpPING /REC EIV1 NG LEVEL. ENLARGED (3 PLA.N ..'2L.2 'TT,;(;) BUILDI, TIPPING/RECEIVING - LEVEL [ENLARGED HVACI, PLAN • ISO B LDIN G TIPPING / R EGENIN(3 LEVEL EN.LARGE[) PLUIVIBINC3 • . PLAN - T SO BUILDING.-1 PP1 NG / RECEIVING LEVEL_ .1-\R FA PLUMBING PL.ANEF AND R 00 m 1-3 AM I PUR_DiNn IP P11\1(3 / R FIVIN G LEVEL 1 /DUST COLLECTOR 7 FA PLI_LIMBING PLAN T'M LJI D1 NG TIPPING /RECEIVING 'LEVEL DICING AREA EN EARL FD PL IMPIlIC LP LANS . • B I 11) }F TIPPING/RECEIVING LEVEL HET /1 FLF Cou„..r(z:roi: H\h6i.c PLA1' 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 M "I 27 TRANSFER/P:30 BUILDING - LIPING/RE.:CEIVING LEVEL FRIST .M128 ()OI FC'TiON SIE(.1',TIONS TRANSFER/TS° BUILDING ISO ROOF LEVEL • SOUTH El EVATION• HVAC Ml 22; TRANSFER/ISO BUILDING COMPACTOR/LOADING AREA SECTIONS M131 JP' RI .III D I NG ISO LEVEL ENLARGED WATER AND DRAINAGE PLAN M1.32 ISO BLJILDING TS() LEVEL HVAC FLOOR • PLAN --- WEST M133 • 34- ISO BUILDING ISO LEI_VEL EIVA L C FLOOR PAN EP M1 ISO F3U ILD INC ISO LEVEL FLcH ROOM ENLARGED HVAC PLANS A,ND ELEVATIONS [ 1 35 . 1,..EVEL.. MECH ROOM ENLARGED PIPING r r ..) LN • 1V1. 1 36 ISO BUILDING ISO LEVEL PLUMBING FLOOR PLAN - WEST M II 37 - ISO [RA DING ISO LEVEL Pr UMBIr`,IG FLOOR . PLAN FAST M '1,38 'TRANSFER/ISO BUILDING ISO ROOF LEVEL • ENLARGED FVAC PLAN ISO BUILDING MECHANICAL SHAFT SECTIONS. AN.D DETAILS ISO 1.31 .JILDING ISO HVAC DIAGRAMS - HYDRONIC AND AIRSIDE IRANSEER/ISC..) BUILDING. RAINWATER/NIPW BOOSTER sYsTEm scH EMAT IC DIAGRAM - P 43 WASTEWATER R A N.A(3 E.: CONTROL ANL MONITORING SCHEMA • 1 'DIAGRAMS '1.44 MISCELI ANEOUS CONTROL AND KilONITORING SCHEMATIC DIAGRAMS TRANSFER/EMPLOYEE. BUII DING HYDROINIC SYSTEM 'DIAGRAM --- PART 1 . , v v i i 11 42 S Eivi BUILDING HYDRONIC SYSTEM DIAGRAM -- PART 2 1 4 'MECHANICAL SYSTEMS SEQUENCE OF ()PERO . NC .443 - MECHANICAL L SYST rms. SEQUENCE OF OPERATIONS 63 1 7 I Nil - 1 72_ Iv, 1 - 73 M192 1\/11 9 Nil 1 94 M 1 95 1300 SERIES - SC/FLE FACILITY M301 FAcILIF UMHNIG PLANS Vi )./ FACILI•D' EIV,AC PLANS M30-3 SCALE. FACILITY EIVAC SECTIONS 400_ SERIES_ ISCELLANE US STRUCTURES . M401 - 'RECYCLING BUILDING - HE/AC & PLUMBING LANS AND 3 11 --p iNG - DIAGRAM • M431 FUELING STATION PLAN. . M432 ---- FUELING STATION - SECTIONS ELECTRICAL . 0750 SERIES GENERAL E0 1 1 STANDARD ELECMCAL SYMBOLS AND ABBREVIATIONS • E012 - .IJANAIRE SCHEDULE • E013 - ENERGY COMPLIANCE FORMS - UGHUNG [014 - ELECTRICAL • ONE- LINE DMRAM - POWER [015 - GAS MONITORING SCHEMATICS - 01 ' ECOMI4 N OAT N r ISFR D AGPAMc • . • .E017 TRANSFER,/I SO & SCALE FACILITY INTRUSION, EIRE ALARM & DETECTION DIAGRAMS & DETAILS E0,40 PO 4 I lr F043 EC 45 I RA N f'.'.31-TR/IS 0 B U LoING WATER SYSTEM SCHEMATIC - PART .1 - IF:MN:ISE BUILDING WATER SYSTEM SD-IRATE -- PART '2 TRANSFER/ISO ?,UILDING VVAIER SYSTEM SCHEA/IAT IC PART .3 TRAINcL„:;FER/ISO B1.JILDINC WATER SYSTEM SCHEMATIC -- pART 4 •TRANSFER/ISO BUILDNG . DRAINAGE SYSTEM SCHEMA • TRANI.S:;FER/TS0 [KONG WASTE AND VENT RISER DIAGRAM TRANSFER /EPPLoYEE BUILDING DUST AND ODOR CONTROL MISTING • SYSIENE.; • PLAN 'TRANSFER/TS°. BUILDING DUST AND ODOR CONTROL MISTING F/1 WI; . srcTioN - IRAN S EER/1SO BUILDING DUST AND ODOR .CONTROL MISTING SYSTEMS SCHEMATIC •TRANS[TR /Is0 EFLIII DING RAINWATER VAUI...IS TRANSFER/ISO BUILDING - TIRE WASH/RAINWATER PLAN TRANSFER/ISO BUILDING TIRE WASH VAULI PLANS AND SECTIONS TRANSFER/ISO BUILDING EIRE SPRINKLER PLAN AND CRITERIA. • ISO BLIILD11‘43 CC.}.A FACTOR LEVEL EII'?,E SPRINKLER, PLAN IRA•INSEER./ISO BUILDING -TIPPING /RECEIVING FIRE SPRINKLER PLAN TRANSFER/ISO BUILDING ISO LEVEL/TIPPING/RECEIVING UPPER LEVEL. FIRE SPRINKLER PLI\I\I FIRE PROTECTION SPRINKLER SYSTEM SCHEMATIC DIAGRAMS • IA King County Department of Natural Resources and Parks Solid Waste Division •LLO - FA1NLI: „.„.1 _ J LEG ELECTRICAL SCHEDULES L SCHEDULES ELECTRICAL ( CHEDULFS - PANEL SCHEDULES ELECTRICAL SCHEDULES EQUIPMENT CONNECTION SCHEDULES F I [C [fliCL FIL DULES - CO.NDUIT SCHEDLIE.S ELECTRICAL SITE PLAN ELECTRICAL .SITE. PLAN - POWER & SIGNAL TRANSFER/ISO BUILDING - CROUNNNG FLOOR PLAN ELECTRICAL EL_E CI\ L. DFTA I LS SITE ELECTRICAL DETAILS SITE LEMUCAL HINLS - GROUNDING,/LIGHTNING PROTECTION SYSTEM ELECTETNAL SECTIONS .- UGHTINING PROTECTION ELECTRICAL DETAILS - GROUMDING/HGHTNING - )ROTECTION SYSTEM ELECM CAL DETAILS - LIGHTING . EN) 46 E047 E048 E049 E050 E051 L052 SERIES INSTRUMENTATION E060 INS U M FNIAII ON SY M B DL S & AB B EVIATI(DI',11:3 E061 INSTRUMENTATION! SITE PLAN E062 E063 1E064- E065 E066 E067 [068 E-1069 ENO E071 E072 [073 1:074 PO 75 El) L077 Ell 52 ELECTRICAL ['IF ELECTRIC:AL DETAILS - RANSFER/ISO BUILDING ELECTRICAL I R 2ECTiNS . TRANSFER/ISO BUILDING ELECTRICAL - ROOM ISO. [RAD NG --- ENLARGED ELECTRICAL PC)CM FLAN,' • • C RA,CTO R LE 1 FIN sr_ ; BUILDI -- ENLARGED ROOF & ELECTRICAL ELECTRICAL TELECOM - INSTRUMENTATION TRANSFER BUILDING FLE -. INSTRUMENTATION ENLARGED AREA PLANS f PROCESS & INSTRUMENTATION DIAGRAM 7 PROCESS (6:: INSTRUMENTATION DIAGRAM PROCESS (3.7:, INSTRUMENTATION DIAGRAM PROCESS &: INSTRUMENTATION DIAGR.4,1 PROCESS & INSTRUME \ITATION DIAGRAM PROCESS & INSTRUMENTATION DIAGRAM PROCESS c`k INSTRUMENTATION .DIAGRAM MAIN CONTROL - IMAIN CO hi TR L D IAGRAM • - TYPICAL' DISCRETE 1„. WIRING DIAGRAMS TYPICAL ANALOG I/0 . WIRING DIAGRAMS I NSTR. U IVIEN1 A i I O'N DETAILS CONTROL SYSTE LO M BCI•K DIAGRAM INSTRU V1ENTtFF1 ION CONDUIT AND WIRE Ill/F;.. MCP PANEL 'MCP' TIPPINV7P1MF ' \IE ,100 _S F._ I F/S - '[RFNSFER/TSO BUILDING El 01 - 'TRANSFER/ISO BUILDING POWER & LEVEL. El 02. TRANSFER/ISO 51 /1.0150 POWER &„; SIGN 300. SERIES - SCALE FACILITY E,300 - SCALE FACILITY. PLAZA PLAN • An SAIC Company R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 L or D D ETAI LT.'S El 03 IRANsEEP/ISO BUILDING POWER & SIG k1. El 04 • - TRAN's.- BUILDING ROOF PLAN .- F E105 ISO Dill DING ENLARGED FLOOR COM DACIOR LEVEL E106 •TS0 BUILDING ENLARGED FLOOR COMPACTOR LEVEL. . El 07 -- ISO BUILDING - -ENLARGED FlOOR COMPACTOR LEVEL. El0 8. ICE) BUILDING ---- L.AR G; ED FLOC P EQUIPMENT LOADING LEVELS Fril 09 ISO BUILDING - ENT.ARCED FLOOR EQUIPMENT & LOADING LEVELS E110 - • ISO BUILDING - ENLARGED FLOOR EQUIPMENT V LOADING LEVELS E.111 - ISO BUILDING, ENL ED ARG • FLOOR EQUIPMENT . LOADING LEVELS •E 1 1 2 'TRANS ER BIJILDING ENLARGED. SIGNAL - EQUIPMENT &: LOADING - TRANSFER BUILDING .. ENLARGED SIGNAL .- EQUIPMENT & LOADING El 1 it TRANSFER BUILDINICI - ENLARGED SIGNAL • - EQUIPMENT •LOADING E115 ISO LEVEL E 1 16 ISO B ENLARGED FLOOR .PLAN NE151 -- ISO BUILDING ENILARGED FLOOR PLAN POWER ANL) ISO LEVEL • ISO BUILDING FLOOP, .PLAN LIGHTING 1 \1 i%.1 -"“ POWFR AND SIGNIAL. AN - PnWR. AND qGN r n Er.) A ,jr _ iT 11.)41-14%11.7744 FFF Ft POI:A/11', L13!1 At - "- ID! A ! 'IA 1: ,F F - nro, L..- 11 :1 - 41' N 41, 1 .1 1 4,4 [ 1 . 1 ISO & TRANSFER BUILDING FLOOR LIGHTING EQUIPMENT & LOADING LEVELS El 53 ISO BUILDING FLOOR PLAN - LIGHTING -- ISO LEI\ E155 ISO BUILDING ENL, FLOOR PLAN • COMPACTOR LEVEL • • E156 - 1"50 BUILDIN C - P LARGE() FLOOR PLAN uG N G . CON ACTOR LEVEL_ - El 57 - I SF I BLEDING EN LA ,R FD FLOOR PLAN4 -7- I n- COMPACTOR LEVEL 1E158 - ISO & TRANSFER BU I DING - ENI APG ED FLOOR - EQUIPMENT & LOADING LEVELS E159 ISO BUILDING - ENLARGED FLOOR PL,10\I -- LIGHTING EQUIPMENT & LOADING LEVELS • E160 - frso. BUILDING - ENLARGED 'FLOOR EQUIPMENT . LOADING LEVELS . El 61 ISO TRANSFER BLit! DING - ENLARGED F F F -- G.H ( ---- EQUIPMENT A LOADING LEVELS El _6 - ISO BUTDING EIII ARCH) FLOOR PLAN - L .CHTING ISO L 1 BUILD[NG ENLARGED FLOOR - LIGHT1NIG LEVEL 1 EAU) - - • 400 SERIES - MISCELLANEOUS STRUCTURES E401 - RECYCLING BUILDING FLOOR PLANS - ELECTRICAL ErLIL3 . [31FF INC STATION . ELECTRIC/ PLAN 7 F. FFF 71 TWO R K p Two R K AW092I ---APPNORK APTWOR,K PTWO R BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT DRAWING INDEX SCA-.I.E.1 FACILITY FLOOR & k:(1)0F ELF11:1 S CI Lrry ANTIC AND F („•)1..I N I\1F F1 P -- '.:'SL„::,ALE_ FACILITY ELECTRICAL )[. lFFFl1 ...S SUPPORT SITE .P LAN • SUPPORT FOUNDATION PLAN . SU PPO :a FRAMING el...AN SUPPORT FOUNDATION I s SUPPORT DETAILS 1 REVIEWED6' CODE COMPLIANCE APPROVED AUG 2 0 2010 City of Tukwila BUILDING DIVISIOM PROJECT NUMBER: SHT. OF: 3 DRAWING NUMBER: RECEIVED JUN 1 4 2010 PERMIT CENTER C00405C09 G013 61 9 Ci ••••• Co CV 0 0. Lc, 6 fl SYMBOLS 0 C N D4 0 0 2.5% n SURVEY CONTROL CIVIL CONTROL POINT DESIGNED IKS DRAWN ABG VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" 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 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 DATE IKS IKS IKS IKS CHK'D 6/10/10 KRH 1/8/10 1/8/10 7/31/09 KRH KRH KRH APP'D LINETYPES T E - PW - ss UD TSD A P1N PV1F— PW— SS SS Ss - SD SD SD SD— E- - >C< >C < >c< >P >P— >P— > 44444 -/-/-- -/- -/ -/ -/ - - -- / MAJOR 250- R 248 ... EN NMENi.Nrrrrrrrr Ell ..mil - x x x T T T P P E E E D D D UD UD TSD TSD 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 A 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 L King County Department of Natural Resources and Parks Solid Waste Division 1 THESE LINETYPES ARE USED IN COMBINATION TO SHOW COMBINED TRAFFIC LANES MATERIALS // Na■ /.\ / /.K/ /.\ /. • .• . , -,or ;=L >o oo(5 oo), W7(7. o 0 / / / / / / / / / / / / / / o u l ECK An SAIC Company R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154 -1004 (206) 695 -4700 TYPICAL SECTION AND DETAIL REFERENCE SYSTEM 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 SECTION LETTER DWG ON WHICH SECTION APPEARS SECTION LETTER REVIEWED FOR CODE COMPLIANCE APPROVED AUG 2 0 2010 City of Tukwila B UILDING DIVISION 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 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT LEGEND LETTERS RECEIVED JUN 14 2010 PERMIT CENTER PROJECT NUMBER: SHT. OF: 4 C00405C09 DRAWING NUMBER: G014 619 C J 0 C9 L' 0 -o C 0 0 0 0 a) 0 0 C 0 . v E 0. oo cN 0 0 N 0 c S ATE URAL SOCIETY FOR TESTING AND MATERIALS TREATED BASE C TRANSFER SWITCH PREVENTER ON PREVENTOR ASSEMBLY RTICAL CURVE RTICAL CURVE ELEVATION RTICAL CURVE STATION H CE BASIN RITICAL WELD ETECTOR CHECK BACKFLOW PREVENTION DESIGNED IKS DRAWN ABG VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 ■11 " 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 C B A REV 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 FINAL ISSUED FOR CITY OF TUKWILA PERMITS MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION IKS IKS KRH KRH 1/8/10 7/31/09 DATE IKS IKS CHK'D 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 NA N NAT NE NGPA NIC NO NOM NPA NPW NS NTS NW OC OCC OD JANITOR JOINT 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 NTERSTATE 5 NSIDE DIAMETER NVERT ELEVATION NCHES NCLUDING NFORMATION NSULATION NTERIOR NVERT NTRINSICALLY SAFE RELAY RRIGATION WATER NDUSTRIAL WASTEWATER TREATMENT FACILITY 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 RTTRM RT S SA SAFB SC SCH SCV SD SDCO SDMH SE SEC SED SF SH SHR SHT SIM SJ SK SL SLDG SMH La 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 W 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 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 TSO TTB 1VSS 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 WI W/0 WA WC WC(E) WCO WD WH WHS WNDW WNP WP WQ WR An SAIC Company. 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 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 CONTROL ABBREVIATIONS WS WSDOT WTS WW WWF B DING DIVISION X STRONG XFMR YD REVIEWED FOR CODE COMPLIANCE APPROVED AU6 2 0 2010 Cit of TakIa 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 RECEIVED JUN 14 2010 PERMIT CENTER PROJECT NUMBER: SHT. OF: C00405C09 5 619 DRAWING NUMBER: G015 E c%1 0 N C w ABBREVIATION © AT 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 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 APPROXIM ARCHITECT ASSEMBLY AMERICAN ASPHALT AUTOMATI AVENUE BACKFLOW BLACK IR BUILDING BEST MANAGEMENT PRACTICE BOTTOM OF, BY OTHERS BOTTOM OF STEEL BOTTOM BACKFLOW BRACKET BEGIN VE BEGIN VE BEGIN VE BOOT WAS 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 CONFEREN 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 DOUBLE DEMAND C DOUBLE D ASSEMBLY DETAIL CONSTRUCTION LIMIT POINTS ,& POINT NORTHING EASTING DESCRIPTION 1 1605 65.38 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 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 0 0 CD 0 L 0 w CO w 1,h11 VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" REV DATE CHK'D APP'D REVISION DESCRIPTION SECTION 35, TOWNSHIP 23N, RANGE 4E King County Department of Natural Resources and Parks Solid Waste Division LW 2445 +33.3 (215' RT) N 161925.88 E 1285046.93 PLAN CONSTRUCTION LIMITS SCALE: 1"=100' IIW ECK An SAIC Company 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. R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154 -1004 (206) 695 -4700 LW 2455 +00.0 9. (215' RT) CONSTRUCTION 280 LIMITS =�-- - REVIEWED T01±3 R DE PROVED o 2010 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. 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. REPLACE OR RELOCATE ALL SIGNS DAMAGED OR REMOVED DUE TO CONSTRUCTION. 10. RETAIN, REPLACE OR RESTORE EXISTING VEGETATION IN RIGHTS -OF -WAY, EASEMENTS, AND ACCESS TRACTS. 11. WORK IN ROADWAYS A. ALL WORK IN ROADWAYS SHALL MEET TMC 11. BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT GENERAL NOTES AND PROJECT AREA BOUNDARY 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. off - i (25 RECEIVED JUN 142010 PERMIT CENTER 100 0 100 200 = 100' -o" Scale PROJECT NUMBER: SHT. OF: DRAWING NUMBER: Feet C00405C09 6 619 G016 0 0 >- w ce 0 LL w m rt O co J J 0 U 0 LL CD w C C.0 VJ J z LL CONTROL POINT TABLE ID # NORTHING EASTING HC 17 -7 (WSDOT)* 165,203.5902 1,285,446.2510 HC 17 -8 (WSDOT) 161,774.6040 1,285,016.9050 * NOT SHOWN ON PLANS RESPONSE TO CITY OF TUKWILA CORRECTION ISSUED FOR CITY OF TUKWILA PERMITS FINAL ISSUED FOR CITY OF TUKWILA PERMITS MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION King County Department of Natural Resources and Parks Solid Waste Division (WSDOT) \ EXISTING CONDITIONS AND - / \' SURVEY CONTROL / SCALE: 1 = 80' EXISTING -- WALL A R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154 -1004 (206) 695 -4700 0 N 0 C 0/91/1) VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" 7/31/09 DATE APP'D SECTION 35, TOWNSHIP 23N, RANGE 4E GENERAL NOTES 1. SEE SPEC SECTION 01140 -WORK RESTRICTIONS FOR PROTECTION OF EXISTING FEATURES. 2. SEE UTILITES DWGS FOR APPROXIMATE EXISTING UTILITIES LOCATIONS. REVIEWED FOR CODE COMPLIANCE APPROVED 0 2010 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. EXISTING WALL D ,- - 1"=80' -0" 80 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT EXISTING CONDITIONS AND SURVEY CONTROL -- - HC 17 -7 . (WSDOT) APPROX 1/2 MILE NORTH Scale 280 - 80 RECEIVED JUN 14 2010 PERMIT CENTER Feet PROJECT NUMBER: SHT. OF: 7 C00405C09 DRAWING NUMBER: 160 G017 619 VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" PROPERTY BOUNDARY SITE GRADING SCALE: 1" = 80' - \ V x , 5 ?6 255 * N261 N 261 \45 250 260 �` X259 \ Q ``2 \, X 2 35 . ,�,, q \210 MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS ISSUED FOR CITY OF TUKWILA PERMITS REVISION DESCRIPTION ENTRANCE TRANSFER /TS0 BUILDING FUELING FACILITY AND ENGINE GENERATOR SET RetTrag King County Department of Natural Resources and Parks Solid Waste Division - LIISTIN S(1 1CC 'vwr� C NTION 1/AU T _t- 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/`fSO 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 AND BUILDING CONTROLS REVIEWED FOR CODE COMPLIAN APPROVED AU 2010 ING DIVI ION BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT PROJECT NUMBER: v •0 0 E v co 0 0 w It 0 L.L W m 0 co J J 0 ( ) INNEMENIII 1..1� W 0 J 3� O 0 Cit 0 u_ 0 w C!) J z u_ OAR SIZE DINELOPMENT LEN= (Lly UN= of LW VOCE (CUSS e) OMER OARS TOP WAS OTHER ORS 1P was P 14' 1" 18' 24' l'I 19" 24" • 25' , 32" 'S 24" 31" 31" 40" 28" 37" 37" 46" 7 41" 54" $4" 70" or 69 (10 5fl" 77' 77' 100 i11 65" 85" '85' _ 110` STRUCTURAL NOTES: DESIGN BASIS, 2006 IBC DESIGN LOADS FOR PROJECT FEATURES: GENERAL . ROOF SNOW LOAD 25 PSF SNOW • LOAD IMPORTANCE FACTOR, I 1.2 TRANSFER BUILDING COLLATERAL. LAD . .. . 5 PSF COMMERCIAL ENTRANCE AND LOADING AREA.., PASHTO HS -20 TSO EQUIPMENT LEVEL FLOOR _ . 250 PSF TSO LEVEL FLOOR . 80 PSF STAIRS AND LANDINGS 100 PSF HANDRAILS ., 200 LB AT TOP OF RAIL TRANSFER STATION TIPPING AND RECEMNG FLOORS . . PASHTO HS -20 RETAINING WALLS LITERAL LOADS SEE SEPARATE NOTES WIND LOAD BASIC WIND SPEED EXPOSURE CATAGORY IMPORTANCE FACTOR . Kzt ,... CLADDING WIND LOAD SEE S251 FOR ROOF CALDDING WIND LOADS SEE $252 AND S253 FOR WALL CLADDING WIND LOADS EARTHQUAKE LOAD SITE CLASSIFICATION D Ss 1.38 Si 4.47 I MPORTANCE FACTOR 1.50 SEISMIC DESIGN R VALUES TRANSFER BUILDING EAST -WEST STEEL ORDINARY MOMENT FRAMES 3.5 NORTH -SOUTH STEEL SPECIAL CONCENTRICALLY BRACED FRAMES 6.0 ISO BUILDING STEEL SPECIAL CONCENTRICALLY BRACED FRAMES 6.0 SOUTH SCALE FACILITY BUILDING LIGHT FRAMED SHEATHED SHEARWALLS 6.5 RECYCLING BUILDING EAST -WEST STEEL ORDINARY MOMENT RESISTING FRAMES 3.5 NORTH -SOUTH LIGHT FRAMED SHEATHED SHEARWALLS 6.5 3. GEOTECHNICAL REPORT: PREPARED BY: .HWA GEOSCIENCES INC TITLE: FINAL GEOTECHNICAL REPORT BOW LAKE RECYCLING & TRANSFER STATION KING COUNTY SOUD WASTE DIVISION HWA JOB NO, 2003-008-21 DATED AUGUST 28, 2008 SUPPLEMENTAL HWA REPORTS FINAL SLOPE STABILITY REPORT AUGUST 28, 2008 ANAL GEOTECHNICAL . REPORT SLOPE PIPELINES AUGUST 28, 2008 STRUCTURAL CONCRETE AND REINFORCEMENT: A. CONCRETE MIX DESIGN - STRUCTURAL CONCRETE (LINO) 28 DAY STRENGTH 4000 PSI RECEIVING AND NPA FLOORS .. 6000 PSI W/C RATIO 0.38 MAX NOMINAL MAX SIZE AGGREGRATE . 1/2" I upig$ VERIFY SCALE BAR IS ONE INCH ON ANSI "D' DRAWING O Imimmum 1" 85 MPH B 1.15 1.2 B 1/8/10 1/8/10 B. REINFORCING STEEL ASTM A615 GRADE 60 DEFORMED BARS, C. LAP SPLICES • NOT SHOWN MAY BE REQUIRED BECAUSE OF BAR LENGTH OR CONSTRUCTABILITY. D. REINFORCING BAR HOOKS AND BENDS SHALL CONFORM TO THE REQUIREMENTS OF THE ACI BUILDING CODE (ACI 318 -05). E. UNLESS OTHERWISE NOTED ON THE DRAWINGS, THE MINIMUM DEVELOPMENT LENGTI•I AND MINIMUM LENGTH OF LAP FOR SPLICING PARALLEL BARS SHALL BE AS SHOWN IN THE TABLE BELOW. WHEN BARS ARE DIFFERENT SIZES, THE LAP LENGTH SHALL BE GOVERNED BY THE SMALLER DIAMEIF.R BAR. F. MINIMUM CONCRETE COVER, UNLESS NOTED OTHERWISE ON THE DRAWINGS: G. CHAMFER EXPOSED CORNERS 3/4" UNLESS NOTED OTHERWISE. H. THE FIRST AND LAST . BARS IN WALLS AND SLABS, STIRRUPS IN BEAMS AND TIES IN COLUMNS ME TO START AND END AT A MAXIMUM OF ONE -HALF OF THE ADJACENT BAR SPACING, UNO. I. REINFORCEMENT INDICATED AS A DOWEL (OWL) SHALL BE HOOKED INTO THE WALL OR SLAB SHOWN. HOOK SHALL BE LOCATED AT SAME DEPTH AS BOTTOM REINF (SLAB) OR FAR WALL REINF UNLESS NOTED OTHERWISE. A. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING, UNLESS NOTED OTHERWISE IKS IKS �t IK CHK`D R.e.eewnfia (MEMBERS OVER 12" IN SIZE) NOMINAL MAX SIZE AGGREGRATE . . (MEMBERS LESS THAN 12* IN SIZE)). SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS TOP BARS ARE HORIZONTAL BARS SO PLACED THAT MORE THAN 12" OF CONCRETE IS CAST IN THE MEMBER BELOW THE BAR. (HORZ WALL BARS ARE NOT CONSIDERED TOP BARS) TRANSFER STATION TIPPING FLOOR: 4" CONCRETE CAST AGAINST ROCK OR EARTH: 3 INCHES CONCRETE EXPOSED TO EARTH, WEATHER OR WATER: #6 AND LARGER: 2 INCHES j5 AND SMALLER: 1 1/2 INCHES CONCRETE NOT EXPOSED TO WEATHER OR SOIL SLABS, WALLS, JOISTS: 3/4 INCHES BEAMS, COLUMNS: • 1 1/2 INCHES PUSH WALLS: 3* (PUSH SIDE) STRUCTURAL AND MISCELLANEOUS STEEL PLATE AND BAR 411111111011111. ASTM A36 WIDE FLANGE SHAPES ASTM A992 ARMOR PLATE . ASTM A514 GRADE S HSS TUBES, SQUARE AND RECTANGULAR ASTM A500, GR B STEEL PIPE ASTM A53, TOPE E OR S, GR B CHANNELS, ANGLES . ASTM A36 STAINLESS STEEL ASTM A 276, TYPE 304 OR 316 BOLTS ASTM A325 OR A307, AS REQUIRED KRH KRH APP'D MODIFICATIONS SUBSEQUENT TO PERMIT APPUCATION RESPONSE - TO CITY OF TUKWILA CORRECTION LETTER /i ISSUED FOR FINAL INTER - DISCIPLINARY REVIEW REVISION DESCRIPTION B. HEADED STUD WELDS ARE NOT CALLED OUT ON DRAWINGS. HEADED STUDS SHALL BE BUll WELDED USING HEADED STUD MANUFACTURER'S STUD WELDING EQUIPMENT, 6. WOOD PLYWOOD SHEATHING SHALL, BE GRADE C -D, EXTERIOR GLUE OR STRUCTURAL II, EXTERIOR GLUE IN CONFORMANCE WITH DOC PS 1 OR DOC PS2. PROTECT SHEATHING FROM WATER DAMAGE WHILE STORED AT JOB SITE, UNLESS NOTED OTHERWISE ON THE DRAWING, TYPICAL PLYWOOD SHEATHING SHALL BE AS FOLLOWS: WALL SHEATHING SHALL BE 15/32` WITH PANEL INDEX 32/16. CONNECTORS REFERRED TO BY LETTERS OR NUMBERS REFER TO 'STRONG -TIE' PRODUCTS MANUFACTURED BY SIMPSON COMPANY, OR EQUIVALENT. 7. SPECIAL INSPECTION SPECIAL INSPECTION IS REQUD IN ACCORDANCE WITH IBC SECTION 1704, DRAWING S012, AND THE PROJECT SPECIFICATIONS. THESE INSPECTIONS WILL BE PERFORMED BY KING COUNTY PERSONNEL., QUALIFIED TO PERFORM THE TYPES OF INSPECTIONS SPECIFIED. THE al PROJECT REPRESENTATIVE WILL INSPECTION REPORTS AND SIGNED REPORT FOR THE INSP COLD - FORMED METAL FRAMI WELDING WELDER CERTIFICATION METAL DECK WELDING 16 GAUGE (43 MILS) AND STRUCTURAL QUALITY (SO), WELDER CERTIFICATION 10. OPEN WEB STEEL JOIST King County Department of Natural Resources. and Parks Solid Waste Division RESULTS, AS WELL AS A FINAL TED ITEMS. AMERICAN WELDING SOCIETY (AWS) D1.3 STRUCTURAL WELDING CODE -SHEET STEEL • WASHINGTON ASSOCIATION OF BUILDING OFFICIALS (WABO) MATERIALS: 16 GAUGE (54 MILS) AND HEAVIER ASTM A1003, STUCTURAL QUALITY (SO), GRADE 50. TYPE H ASSOCIATION OF BUILDING OFFICIALS (WABO) MATERIALS: METAL DECKING WITH G60 GAIV: ASTM A653, STRUCTURAL STEEL (SS), GRADE 33, MIN YIELD STRENGTH 39 KSI METAL DECKING WNIH G90 GALV: ASTM A653, STRUCTURAL STEEL (SS), GRADE 80 POUR STOPS /ACCESORIES: MIN YIELD STRENGTH 33 KSI UNTOPPED DECK SHALL BE GALVINIZED TO ASTM A924 G90 WHERE DECK IS LEFT PERMANENTLY. EXPOSED. IN OTHER AREAS, GALVANIZED COATING SHALL. BE GALVANIZED TO ASTM A924 G60. CONCRETE TOPPED DECKS SHALL BE GALVANIZED TO ASTM A653 660. OPEN WEB STEEL JOIST STALL CONFORM TO THE REQUIREMENTS OF THE STEEL JOIST INSTITUTE. JOIST SHALL BE SUPPLIED WITH THE PROPER CEILING EXTENSIONS, BRACING AND BRIDGING TO PROVIDE LATERAL. STABILITY OF ALL JOIST TO COMPLY WITH THE REQUIREMENTS OF THE STEEL JOIST INSTITUTE AND OSHA. E 33, TYPE H AMERICAN WELDING SOCIETY (AWS) D1.3 STRUCTURAL WELDING CODE -SHEET STEEL AMERICAN. WELDING SOCIETY • E CK An SAIC Company SOIL SEISMIC F.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 9815 -1004 (206) 695 -000 SITE RETAINING WALL NOTES: RETAINING WALL DESIGN CRITERIA: IBC SITE CLASSIFICATION D. SOIL SEISMIC LOAD BASED ON 1/2 OF PEAK GROUND ACCELERATION (PGA) OF 0.320, 10% EXCEEDANCE IN 50 YEARS. RETAINING WALL LOADS: SEE LOAD DIAGRAMS THIS SHEET FOR SOIL AND LIVE LOADS ON RETAINING WALLS. STABILITY CRITERIA: LOAD CASE NORMAL UNUSUAL SEISMIC NORMAL LOAD CASE: UNUSUAL LOAD CASE: SEISMIC LOAD CASE: SURCHARGE 6.5H PSF RESULTANT !CATION MID 1/3 MID 1/2 WITHIN BASE SOIL ACTIVE --) VEHICLE IMPACT _ 1000 LB FT OVER ; 70 PSF DEAD LOADS (SOIL. + CONCRETE), SOIL STATIC LATERAL LOAD (ACTIVE), LATERAL SURCHARGE LOADS SNOW WADS, WIND LOADS, LIVE (VEHICLE IMPACT) LOADS DEAD LOADS (SOIL + CONCRETE), SOIL STATIC LATERAL LOAD (ACTIVE), SOIL SEISMIC, LATERAL LOAD ACCELERATION OF STRUCTURE MASS (0.41G) 35 PCF FS SLIDING 1.50 1.33 1.10 SOIL WT 130 PCF LOAD DIAGRAM • RETAINING WALLS G,H,,J,Igo SCALE: NTS T 7CP)-- i k)5 REVIEWED CWA Consultant PS By: Date: 111\ w BOW LADE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT STRUCTURAL NOTES \\`.\-\\'.\\\ C RE F R ODE CO MPLIANCE A AUU C� of Tukwila BU ILDING DIVISION CONC MASS SEISMIC 0.416 -* ""' SLIDING COEF FRICTION 0.45 MAX ALLOWABLE BEARING 3000 PSF. WALLS G, K, L 5000 PSF, WALLS H, J PROJECT .UMBER: SIC 150 C00405C09 DRAWING NUMB SOLI 619 VERIFICATION AND INSPECTION CONTINUOUS PERIODIC REFERENCED STANDARD ° IBC REFERENCE 1. MATERIAL VERIFICATION OF HIGH STRENGTH BOLTS, NUTS AND WASHERS: . ACI 318: CH. 4, 5.2 -5.4 1904.2.2, 1913.2, 1913.3 a. IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS. -- X APPLICABLE ASTM MATERIAL SPECIFICATIONS; AISC 360, SECTION A3.3 - b. MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQD - X - - 2. INSPECTION OF HIGH- STRENGTH BOLTING; ` 4. AT THE TIME FRESH CONCRETE IS SAMPLED TO FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS, AND DETERMINE THE TEMPERATURE OF THE CONCRETE. X 5. PRIOR TO PLACEMENT OF CONTROLLED FILL, OBSERVE SUBGRADE AND VERIFY THAT SITE HAS BEEN PREPARED PROPERLY. a. SNUG -TIGHT CONNECTIONS. X RISC 360, SECTION M2.5 / \ 1704.3.3 b. PRETENSIONED CONNECTIONS X X c. SUP- CRITICAL CONNECTIONS. X X 3. MATERIAL VERIFICATION OF STRUCTURAL STEEL ACI 318: 5.11 -5.13 1913.9 7. INSPECT FORMWORK FOR SHAPE, LOCATIONS AND DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED a. IDENTIFICATION MARKINGS . TO CONFORM TO ASTM STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION - DOCUMENTS. - ASTM A 6 OR ASTM A 568 1708.4 b. MANUFACTURERS' CERTIFIED MILL TEST REPORTS. - - ASTM A 6 OR ASTM A 568 4. MATERIAL VERIFICATION OF WELD FILLER MATERIALS: a. IDENTIFICATION MARKINGS TO CONFORM TO AWS SPECIFICATION IN THE APPROVED CONSTRUCTION DOCUMENTS. - MSC 360, SECTION A3.5 - b. MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQD - - - _ 5. INSPECTION. OF WELDING: a. STRUCTURAL STEEL: - - . - 1) COMPLETE AND PARTIAL PENETRATION GROOVE WELDS. X AWS D1.1 /�\ 1704.3.1 2) MULTIPASS FILLET WELDS. X - 3) SINGLE -PASS FILLET WELDS > 5/16' X - 4 SINGLE PASS FILLET WELDS S 5 16" X 5) COMPLETE JOINT PENETRATION WELDS OF BASE X MATERIAL 1.5" AND THICKER AWS D1.1 1708.4 6) WELDING STUDS - X AWS 01.3 - 7) WELDED SHEET STEEL FOR COLD- FORMED STEEL FRAMING MEMBERS SUCH AS STUDS AND JOISTS X 8) FLOOR AND ROOF DECK WELDS X b. REINFORCING STEEL - - - AWS D1.4 ACI318:3.5.2 - 1) VERIFICATION OF WELDABILITY OF REINFORCING - STEEL OTHER THAN ASTM A 706. X 2) REINFORCING STEEL- RESISTING FLEXURAL AND AXIAL FORCES IN INTERMEDIATE AND SPECIAL MOMENT FRAMES, AND BOUNDARY ELEMENTS OF X SPECIAL REINFORCED CONCRETE SHEAR WALLS AND SHEAR REINFORCEMENT. - 3) SHEAR REINFORCEMENT. X - 4) OTHER REINFORCING STEEL. X 6. INSPECTION OF STEEL FRAME JOINT DETAILS FOR COMPLIANCE WITH APPROVED CONSTRUCTION DOCUMENTS: o. DETAILS SUCH AS BRACING AND STIFFENING. - b. MEMBER LOCATIONS. - c. APPLICATION OF JOINT DETAILS AT EACH CONNECTION. - X - - _ 1704.3.2 VERIFICATION AND INSPECTION CONTINUOUS PERIODIC REFERENCED STANDARD ° IBC REFERENCE 1. VERIFYING USE OF REQUIRED DESIGN MIX. X ACI 318: CH. 4, 5.2 -5.4 1904.2.2, 1913.2, 1913.3 2. INSPECTION OF REINFORCING STEEL, INCLUDING PRESTRESSING TENDONS, AND PLACEMENT. -- X ACI 318: 3.5, 7.1 -7.7 1913.4 3. INSPECTION OF REINFORCING STEEL WELDING IN ACCORDANCE WITH IBC TABLE 1704.3, ITEM 5b. - - AWS D1.4, AC1 318: 3.5.2 - 4. AT THE TIME FRESH CONCRETE IS SAMPLED TO FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS, AND DETERMINE THE TEMPERATURE OF THE CONCRETE. X 5. PRIOR TO PLACEMENT OF CONTROLLED FILL, OBSERVE SUBGRADE AND VERIFY THAT SITE HAS BEEN PREPARED PROPERLY. ASTM C 172 ASTM C 31 ACI 318: 5.6, 5.8 1913.10 5. INSPECTION OF CONCRETE AND SHOTCRETE PLACEMENT FOR PROPER APPLICATION TECHNIQUES. - ACI 318: 5.9, 5.10 1913.6, 1913.7, 1913.8 6. INSPECTION FOR MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES. X ACI 318: 5.11 -5.13 1913.9 7. INSPECT FORMWORK FOR SHAPE, LOCATIONS AND DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED _ X ACI 318: 6.1.1 - VERIFICATION AND INSPECTION CONTINUOUS PERIODIC 1. VERIFY PILE MATERIALS, SIZES AND LENGTHS COMPLY WITH THE REQUIREMENTS. IBC REFERENCE 1. VERIFY MATERIALS BELOW FOOTINGS ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY. X - IBC 1704.7 2. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED PROPER MATERIAL. - X - 3. PERFORM CLASSIFICATION AND TESTING OF CONTROLLED FILL MATERIALS. - X - 4. VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESSES DURING PLACEMENT AND COMPACTION OF CONTROLLED FILL. X - 6. FOR AUGERED UNCASED PILES AND CAISSON PILES, PERFORM INSPECTIONS IN ACCORDANCE WITH SECTION 1704.9. 5. PRIOR TO PLACEMENT OF CONTROLLED FILL, OBSERVE SUBGRADE AND VERIFY THAT SITE HAS BEEN PREPARED PROPERLY. - X VERIFICATION AND INSPECTION CONTINUOUS DURING TASK LISTED PERIODICALLY DURING TASK LISTED 1. VERIFY PILE MATERIALS, SIZES AND LENGTHS COMPLY WITH THE REQUIREMENTS. X - 2. DETERMINE CAPACITIES OF TEST PILES AND CONDUCT ADDITIONAL LOAD TESTS, AS REQUIRED. X - - 3. OBSERVE DRIVING OPERATIONS AND MAINTAIN COMPLETE AND ACCURATE RECORDS FOR EACH PILE. . X - PLYWOOD ROOF DIAPHRAGM FASTENING - X 4. VERIFY PLACEMENT LOCATIONS AND PLUMBNESS, RECORD TIP AND BUTT ELEVATIONS. X - 5. FOR CONCRETE PILES AND CONCRETE -FILLED PILES, PERFORM ADDITIONAL INSPECTIONS IN ACCORDANCE WITH SECTION 1704.4. - _ 6. FOR AUGERED UNCASED PILES AND CAISSON PILES, PERFORM INSPECTIONS IN ACCORDANCE WITH SECTION 1704.9. _ - STRUCTURAL SYSTEM VERIFICATION AND INSPECTION CONTINUOUS PERIODIC COMMENTS REFERENCES COLD - FORMED METAL FRAMING SHEARWALL FRAMING AND FASTENING - X - IBC 1704.4 PLYWOOD ROOF DIAPHRAGM FASTENING - X - IBC 1704.4 FASTENING OF STRUTS, HOLDOWNS, STRAPS AND BLOCKING THAT ARE PART OF THE SEISMIC RESISTING SYSTEM - X - IBC 1704.4 MATERIALS VERIFICATION AND INSPECTION CONTINUOUS PERIODIC COMMENTS REFERENCES OTHER ADHESIVE ANCHORS X - HILTI HY 150 ADHESIVE, OR EQUIVALENT IBC 1704.13.3; ICC ER 5193 OR EQUIVALENT X - HILTI RE 500 ADHESIVE, OR EQUIVALENT IBC 1704.13.3; ICC ER 1682 OR EQUIVALENT EXPANSION ANCHORS X - HILTI KWIK BOLT TZ IBC 1704.13.3 ICC ESR -1917 STRUCTURAL OBSERVATION BY ENGINEER-OF-RECORD PERIODIC IBC 1709 CONTRACTOR'S STATEMENT OF RESPONSIBILITY - IBC 1706 to IBC TABLE 1704.3 REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION a. WHERE APPLICABLE, SEE ALSO SECTION 1707.1, SPECIAL INSPECTION FOR SEISMIC RESISTANCE. DESPMED M. LEONARD DRAWN S. HESS VERIFY SCALE BAR IS ONE INCH ON ANSI ' b" DRAWING 0 l C B A REV 1/08/10 1 2/23/09 7/31/09 DATE CHK'D APP'D MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTER #1 ISSUED FOR CITY OF TUKWILA PERMITS REVISION DESCRIPTION IBC TABLE 1704.4 REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION a. WHERE APPUCABLE, SEE ALSO SECTION 1707.1, SPECIAL INSPECTION FOR SEISMIC RESISTANCE. REQUIRED VERIFICATION AND INSPECTION OF MANUFACTURED MATERIALS AND SYSTEMS REQUIRED VERIFICATION AND INSPECTION OF FRAMING IBC TABLE 1704.7 REQUIRED VERIFICATION AND INSPECTION OF SOILS a. SOIL SPECIAL INSPECTION IS NOT REQUIRED DURING PLACEMENT OF CONTROLLED FILL HAVING A TOTAL DEPTH OF 12 INCHES OR LESS. King County Department of Natural Resources and Parks Solid Waste Division M LA Engineering, pllc 1424 Fourth Ave, Suite 815 Seattle, Washington 98101 206.264.2727 206.264.4835 IBC TABLE 1704.8 REQUIRED VERIFICATION AND INSPECTION OF PILE FOUNDATIONS REVIEWED FOR CODE COMPLIANCE APPROVED AU ;0 2010 City of Tukwila BUILDING DIVISION OTHER QUALITY ASSURANCE By: Date: Bow LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT STRUCTURAL QUALITY ASSURANCE REVIEWED CWA Consultants, PS PROJECT NUMBER 000405009 OR 151 619 DRAWING NUMBER: S012 00 0 y w ce F- 0 CL F- a) z 0 Ca LL z I U) w 0 LL . 0 LL 0 111 cn I.APPED SPLICE + b NO SCALE Ld Id ftfrirlo OFFSET 3" TO 8* DRAWN RML 2 CLEAR OFFSET GREATER THAN BM -- UNRESTRICTED MEMBER Ld THICKNESS OFFSET GREATER THAN 8" - RESTRICTED MEMBER THICKNESS RESTRICTED MEMBER THICKNESS RIM urimmimm VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0111111=1111111•1111111" 90` HOOK REINFORCEMENT ARRANGEMENT AT OFFSETS NO SCALE REINFORCEMENT AT CORNERS - DOUBLE CURTAIN KRH KRH APP'D TWO CORNER BARS, TYP PLACE INSIDE OF FACE REINFORCEMENT BOLT SIZE 1/2 5/8" 718" 1" 1 1/4" 3" TYP OPENING EXTRA BARS SEE NOTE 3 1.3 Id PROVIDE STD HOOK WHERE STRAIGHT EXTENSION CANNOT BE OBTAINED EXTRA BAR BOLT PROJECTION SEE METAL BLDG PLANS EMBEDMENT MATERIAL DEPTH GRADE 6 8 1 * -O" 1'--6" 2 ,_ 0 " 2' MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION ISSUED FOR FINAL INTER— DISCIPLINARY REVIEW REVISION DESCRIPTION 36 36 36 36 36 55 ROUND OPENING . RESPONSE TO CITY OF TUKWILA CORRECTION LETTER 11 OPENING EXTRA REINFORCEMENT REQUIRED FOR OPENINGS 8 "n OR LARGER M 1.3 Id CONCRETE COVER DISTANCE 4" TY'P L ORIENTATION OF MAIN WALL REINFORCEMENT 4 -15 DIAGONALS FOR EACH CURTAIN OF REINFORCEMENT SAME SIZE AS EXTRA BARS EXTRA REINFORCEMENT REQ'D FOR EITHER SIDE GREATER THAN 8" RECTANGULAR OPENING . REINFORCEMENT ARRANGEMENT AROUND OPENINGS NOTES: 1. THIS DETAIL USED FOR OPENINGS NOT OTHERWISE DETAILED. 2. OMIT CORNER BARS AT SIDES OF OPENINGS ADJACENT TO FLOORS, WALLS OR BEAMS. Ld IS DEVELOPMENT LENGTH. 3. AREA OF EXTRA BARS ON EACH SIDE, T & B, OF OPENING SHALL EQUAL AT LEAST 50% OF THE AREA OF THE BARS INTERRUPTED BY THE OPENING BUT NOT LESS THAN 2 -45. REINFORCEMENT ARRANGEMENT AROUND OPENINGS NO SCALE CORNER BARS TO MATCH HORIZ. RUNE. NO SCALE d ADDITIONAL VERT. BARS CROSS WALL /FI'G. SINGLE CURT, D �c N CORNER BARS TO MATCH CROSS WAILFTG HORIZ. RfINF. (ALT. HOOKS trP. i;oONat BAR REINFORCEMENT AT CORNERS SINGLE CURTAIN F 0 4 4 ° g WT 1 IP 4 *ONAL �wrt ORIPr 11111i 1/8/10 A REV 1/8/10 11/17/09 DATE IKS IKS CHK'D �-- PL 1/4 • EMBEDMENT DEPTHS ARE MINIMUM. UNLESS NOTED OTHERWISE ON DRAWINGS. . • ANCHOR BOLTS SHALL. BE ASTM F1554 GRADE NOTED GALVANIZED UNLESS NOTED OTHERWISE ON DRAWINGS. TYPICAL TRANSFERITSO BUILDING FRAME ANCHOR BOLTS NO SCALE King County Department. of Natural Resources and Parks Solid Waste Division BOLT SIZE 3/8 1/2" 5/8" 3/4" 7/8" 1" 1 1/8" 1 1/4* .1 1/2" GEOTEXTILE TYPE B - DETAIL FOOTING DRAIN SCALE: 1 " =1' --O" 4" 5 " 7 " 8" 9" GRAVEN BACKFILL FOR DRAINS No SCALE GEOTEXI1LE DRAINAGE MAT GEOTEXT'ILE -\\\ LAP -: 1'--0" I ' t�► An SAIL Company 4 TYPICAL BEAM LAYERED REINFORCEMENT NO SCALE 4" PVC • SCH 44p PERF PIPE LOCATE TOP BARS DIRECTLY OVER BOT BARS EMBEDMENT DEPTHS ARE MINIMUM UNLESS NOTED OTHERWISE ON DRAWINGS. • ANCHOR BOLTS SNAIL. BE A307 GALVANIZED UNLESS NOTED OTHERWISE ON DRAWINGS. ANCHOR BOLTS SHALL BE EXPANSION AB OR" ADHESIVE AB AS CALLED OUT ON DRAWINGS, IF NOT 10" . CALLED OUT MAY BE . EITHER. 12" • WHEN EMBEDMENT DEPTH EXCEEDS THE THICKNESS 13" OF SOUD CONCRETE OVER METAL DECKING FLUTES, 15" USE THRU BOLT DETAIL TYPICAL DRILLED IN ANCHOR BOLTS IW. Beck Inc. . 1001 Fourth Avenue, Suite Seattle, WA 98154 -1004 (206) 6954700 DETAIL P FOOTING DRAIN WALL PENETRATION SCALE: 1"=1'-0" By: Date: STEM WALL (FOR HORIZONTAL PENETRATION) OR WALL FOOTING (FOR VERTICAL PENETRATION) 4" DIA SCH 80 PVC FOOTING DRAIN CONNECTION TO STORM DRAIN, ADJUST REBAR LOCATIONS AS NECESSARY FOR PLACEMENT NOTE: 1. FOR VERTICAL PENETRATIONS, USE SCH 80 PVC BELOW FOOTING AND MAINTAIN 6" MINIMUM VERTICAL. CLEARANCE BETWEEN PIPE AND FOOTING BOTTOM. te R EVI EW1,_0" ° 1 2 CWA Consultants, PS S F 1-2 9" f" • 0 1 'BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILCRES CONTRACT STAND D STRUCTURAL DETAILS CC REVIEWE . FOR DE COMPLIANCE APPROVED AUG 2 o 2010 City of Tukwila BUILDING DIVISION PROJECT 152 C00405C09 DROVNINO NUMBER: S013 619 BATE - . CHK APP'D �r g Cc: nty Department of Natural Resources and Parks S olid Waste Division R:W. ° : Beck, inc. . 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695 -4700 ED - :NOTCH SEALANT '. 8 I /8 "x2 » 'FORMED; OR SAW CUT .,NOTCH.. W /.SQUARE• EDGES, ALL W /EPDXY ' JOINT FIE1•ER TOOLED 1/8" . RAD • .4. . 4 1. 4 e4 1/2* THICKxFULL CONC DEPTH JOINT FILLER • 4 . a • . .4 :» ISOLATION JOINT SCALE: NTS ' ONOLt[ 4C POUR 4 - MQNOLtTHIC . POuR 1/2"x2" JOINT FILLER 4 4 4. GALV DOWEL SCALE: la.WitiMMEESISMUDEM CASE 1 TRANSFER BUILDING TIPPING AND RECEIVING FLOOR CONTROL JOINTS (CTJSIL SCALE: NTS CONTROL JOINT - SLAB ON GRADE JOINTS (CTJS2) SCALE: NTS ; NOTE: 1 USE .. SIM . DETAIL 'O WIDENED CURBS AND 0:_ COLUMNS TYPICAL CURB DETAIL . 4 a $EP}R'ATE 'POURS sErAIraE votes CURB DIMENSIONS i 1/2%2 JOINT FILLER FLUSH W /SURFACE z . , a• 4 . ' •1 .e,:cc<As(:s a . 4 . 4' DIM CALLED OUT ON 'PLAN ' 4.012 :EW: T &B DOWEL .� CTR :ti^Y b TYPICAL. EQUIPMENT PAD SCALE: NTS . .4 . .d A 4 • • 4 .. • 4; ,4 A • • 4. •4 sue: NTS 7-PREPARED SURFACE, SEE NOTE 3 REINFORCEMENT CONTINUOUS ' THROUGH JOINT !INFORMED CONSTRUCTION JOINT (CJ) SCALE: NTS . WALL CONTROL JOINT TYPE 3'(CTJ 3/8"x 1 1/2 FORMED - .OR ''SAW : CUT NOTCH W /SQUARE.: EDGES, FILL W /EPO)(Y' JOINT' ALLER :•t 4 .4 4 q a• : CTJ .TOPPINN CASE '2 2" :DEEP. SAWCUT 1N •, INITIAL: CONC' POUR GALV...DOWEL -O CTR •4 RESAT? CONTINUOUS THROUGH JOINT FORMED CONSTRUCTION JOINT (CJ) SCALE: NTS .a• 4 . . 4 TYPICAL RAISED PAD SCALE: NTS . / VIE WED FO O D; CODE COMPLINCE APPROVED VED . Auu r City of r u kHnl BUILDING DIVISION #4 .DWL W/ :STD HK, 5" MIN EMB c .w DEPTH. AS SHOWN oN PLAN e 4 tIWC POUR WALL CONTROL JOINT TYPE 4 (CTJW4) SCALE: NTS GENERAL NOTES L DOWELS SHALL BE SMOOTH .GALVANIZED A36 'STEEL, 1" DIA x 18" 0 12 ". SPACING LONG CENTERED IN JOINT: APPLY BOND BREAKER TO ONE SIDE. DOWELS. SHALL BE ' CAREFULLY ' PLACED PERPENDICULAR TO FACE OF JOINT. 2. KEY SHALL BE 1 1/2' DEEP x 3 1/2" LONG CONTINUOUS. PLACE 2 'KEYS IN CONCRETE THICKNESS 18" OR GREATER. 3. CONSTRUCTION JOINTS SHALL BE °CLEANED AND ROUGHENED IN ACCORDANCE 1hIIT!-I THE SPECIFICATIONS. THIS INCLUDES REMOVING WEAK CONCRETE AND LAITANCE ' BY BLASTING OR CHIPPING.. IF BLASTING IS USED, THIS SHALL OCCUR WITHIN 48 HOURS OF CONCRETE PLACEMENT. REVIEWED CWA Consultants,. PS By: - �' ✓ Date: SHr. OF: NUMBER: C00405C09 152 615 NUMOM S014 LA Li C C C E U 'a C u Li a co 3 C Oc I— C, 2 I C C S a LL a SHEAR CONNECTION SCHEDULE BEAM 512E SHEAR PLATES BOLTS LRFD CAPACITY (SINGLE SHEAR) THICK WELD (W) W8, C8 1 / 1 /4" ( 2) 7/8 "0 26.1k W10, C10 1/4" 1/4* (2) 7/8 *0 0 4" GA 26.1k W12, C12 1 / 4 " 1 / 4 " (3) 7 /8 " • 39.1k W14 1/4" 1/4': (3) 7 /8"o . 39.1k W16 5/16" 1/4w (4) 7/8"o 52.2k W18 5/16" 1/4* _ (5) 7/8 "0 65.3k , W21 5/16* 1/4* (6) 7/8 *0 78.3k W24 3/8" 5/16* (7) 7/8 15 137k W27, W30 3 /8" 5/1 (7) 7/8 "0 137k W40 3/8 5/16* (8) 7/8*0 157k SHEAR AND STIFFENER PLATE SCHEDULE DOUBLE SHEAR CONNECTION SCHEDULE BEAM SIZE ANGLE EACH SIDE BOLTS IN BEAM LRFD CAPACITY ,12E LENGTH WELD (W) W8, W10 L4x4x1/4 6" 3/16" (2) 7/8 "0 21.9k W12, W14 L4x4x1/4 ' " 1/4" , (3) 7/8 *0 48.1k W16 L4x4x1/4 12" 1/4" (4) 7 /8"0 79.9k W18 L4x4x1/4 15' 1/4 (5) 7/8 "0 115.0k W21 1/4" 18" 1/4" (6) 7/8 "0 188.0k W24 L4x4x3/8 21" 5/16" (7) 7/8 *0 234.0k W27, W I L4x4x3/8 5/16" ,..0..,7,,,r" 234.0k W40 L4x4x3/8 24 5/1( (8) 7/8*0 234.0k SHEAR AND STIFFENER PLATE SCHEDULE BEAM SIZE SHEAR PLATE THICKNESS SHEAR PLATE TO COL WEB WELD SHEAR PLATE TO STIFF WELD STIFF TO COL FLANGE WELD LRFD CAPACITY W8, W10 5/16" 3/16» 3/16" 3/16* 7.6k W12_ 5/16" 3/16" 3/16 3/16" 13k W14 3/8" 3/16" 3/16" 3/16" 15k W16 . 3/8" • 3/16* 3/16" 3/16" 30k W21 _ 1/2" 5/16" 1/4" 3/16" 71k W30 1/2" • 5/16" 1/4" 5/16" 93k 7 0 a I mg g 1" CHAMFER WELD PER SCHEDULE BM TO BM (WF OR CHANNEL TYP BOLTED BM CONN BEAM CONNECTION DETAIL TSO BUILDING SCALE: 1-1/2" = 1' -0" STIFF It 1/2 TYP T&B PLAN VIEW WELD PER SCHEDULE FIELD WELD ONE It AT CONTRACTOR'S OPTION 11�r' IWIT w■w.• .. �..� ...rte v. _ ..w4..........r. _ w._._ r ._........ *.a. DBL SHEAR TAB BEAM TO COLUMN WEB CONN BEAM CONNECTION DETAIL TS0 BUILDING SCALE: 1-1/2* = 1 BEAM TO COL WEB CONN BEAM CONNECTION DETAIL TSO BUILDING SCALE: 1-1/2 = 1' -0" bf O c -•- --1' 14_ --_..1 174 13/4" 1 3 DESIGNED M. LEONARD SHEAR RATE AND BOLTS PER SCHEDULE * SEE 4/S244 FOR NOTES AND SCHEDULE FOR CALLOUTS IN COMMON REFER TO 9/S244 BOLTS, PLATES. AND WELDS PER 3/S244 UNLESS NOTED HERE SHEAR PLATE (� SHEAR PLATE TO COLUMN <WEB WELD PER SCHEDULE ELEVATION VERY SCALE_ BAR , IS ONE INCH ON ANSI "D" DRAWING ti NNI■rl r " 1/08/10 12/23/09 -- CNI DATE CHICO APP'D TYP> CAP 1 /4AT TOP OF COLUMN TYP, MATCH SLOPE OF BEAM TS OR PIPE COLUMN WELD PER N, SCHEDULE/ TS I PIPE COLUMN TYP BOLTED BM CONN. BEAM CONNECTION DETAIL TSO BUILDING SCALE: 1--1 /2" = 1'--0" CAP I. 1/4 AT TOP OF COLUMN TYP, MATCH SLOPE OF BEAM - TS OR PIPE COLUMN WELD PER SCHEDULE RETURN woo w 1" RETURN T&B OPTIONAL BEAM FLANGE COPE HSS COL DRAG STRUT DBL ANGLE BEAM CONN BEAM CONNECTION DETAIL TSO BUILDING SCALE: 1-1/2* = i' -0" PLAN VIEW REVISION DESCRIPTION 0 0 1 74 " 4 2 4= MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION 8 tel STIFF TO COL FL WELD PER SCHEDULE RESPONSE TO CITY OF TUKWILA CORRECTION LETTER ,#1 SHEAR R TO STIFF WELD PER SCHEDULE ISSUED FOR CITY OF TUKWILA PERMITS SHEAR PLATE AND BOLTS PER SCHEDULE *SEE 4/5244 FOR NOTES AND SCHEDULE ANGLES AND BOLTS PER SCHEDULE * SEES 5244 FOR NOTES AND SCHEDULE co 0 King County Department of Natural Resources and Parks Solid Waste Division CAP It 1/4 AT TOP OF COLUMN TYP, MATCH SLOPE OF BEAM Typ:\ s V WELD PER>, SCHEDULE W COLUMN FLANGE WF COLUMN FLANGE TYP BOLTED BM CONN BEAM CONNECTION DETAIL TSO BUILDING SCALE: 1 -1/2" = 1 -0" CAP it 1/4 AT TOP OF COLUMN TYP, MATCH SLOPE OF BEAM - COLUMN FLANGE WELD PER SCHEDULE Itc> RETURN NIfLD w t' RETURN T&B WF COL DRAG STRUT DBL ANGLE BEAM CONN BEAM CONNECTION DETAIL TSO BUILDING SCALE: 1--1 /2" = 1 -0" TYPICAL BEAM PENETRATION DETAIL BEAM • CONNECTION DETAIL TSO BUILDING SCALE: NTS // OPTIONAL BEAM FLANGE COPE i 4' -MIN 2.5x LONGEST DIM OF LARGER OPENING (12" MIN) SHEAR PLATE AND +' BOLTS PER SCHEDULE 1 0/3 0 HOLES (MAX) 1 2/3 D MAX r " RADIUS CORNERS M moimmi==== Engineering, plI 1424� Washington Fourth Ave. �Suite p 815 Seattle, Washington 98101 206.264.2727 206.264.4835 • SEE 4/S244 FOR NOTES AND SCHEDULE ANGLES AND BOLTS PER SCHEDULE * SEE 6/5244 FOR NOTES AND SCHEDULE a P 061 0 CONNECTION NOTES: 1. TIGHTEN DOLTS TO AISC "SNUG TIGHT" CONDITION, UNO. 2. CONNECTION PLATES TO HAVE RISC STANDARD ROUND HOLES EXCEPT AS NOTED OTHERWISE. 3. ALL CONNECTION PLATE MATERIAL. TO BE A36 UNLESS NOTED OTHERWISE. 4. BEAM CONNECTIONS SHALL BE PER THE TYPICAL BOLTED BEAM CONNECTION DETAILS ON THIS SHEET, UNO. 5. ALTERNATE CONNECTIONS MAY BE USED IF APPROVED BY THE ENGINEER AND SHALL HAVE A MINIMUM CAPACITY PER SCHEDULES ON THIS SHEET OR AS REQUIRED BY CONNECTION DESIGNATION SHOWN ON PLAN. TYP SHEAR CONNECTION NOTES AND SCHEDULE BEAM CONNECTION DETAIL TS0 BUILDING SCALE: NTS CONNECTION NOTES: 1. NOTE: SEE 4/S244 FOR ADDITIONAL NOTES. 2. SHOP WELD BOTH ANGLES • TO SUPPORT OR FIELD WELD ONE ANGLE AT CONTRACTOR'S OPTION. DOUBLE SHEAR CONN NOTES AND SCHEDULE BEAM CONNECTION DETAIL TSO BUILDING SCALE: NTS 1 (9 By: Date: TRANSFER/TSO BUILDING FRAMING DETAILS REVIEWED CWA Consultants, PS BOW LAKE RECYCUNG AND TRANSFER STATION SITE FACILITIES CONTRACT REVIEWED FOR to ODE COMPLIAN CE APPROVED AUG 2 0 2010 City of Tukwila BUILDING DIVISION 1. CONTRACTOR SHALL COORDINATE SIZES AND LOCATIONS OF ALL BEAM PENETRATIONS WITH MECHANICAL DRAWINGS. ALL PENETRATIONS SHALL BE SHOWN ON SHOP DRAWINGS OR SKETCHES AND SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL. FIELD CUTTING NOT PERMITTED WITHOUT APPROVAL. 2. OPENINGS MAY OCCUR IN MIDDLE HALF OF BEAM LENGTH ONLY. 3. NO CUTTING MAY OCCUR IN TOP OR BOTTOM QUARTER OF BEAM DEPTH. 4. ADJACENT OPENINGS MUST BE SPACED AT THE LESSER OF, 12" OR 2.5 x LARGER OPENING SIZE, EDGE TO EDGE. 5, MAXIMUM SIZES OF OPENINGS SHALL BE 0/3 Ib OR D/3 x 20/3 AS SHOWN. 6. NO OPENINGS SHALL. OCCUR WITHIN 12" OF AN ADJACENT BEAM CONNECTION. 7. THIS DETAIL DOES NOT APPLY TO TRANSFER BUILDING MOMENT FRAME GIRDERS OR COLUMNS. PROJECT NUMBER: C00405C09 on 254 619 DRAWING NUM9E S244 0 0 z 0 C 0 LL 0 z I U) Ce W CL -J U C HSS OR TS COWMN 3/16 BEAM TO COLUMN CONNECTION SCALE: 3/4" = 1'--0" 1/4" STIFFENER PLATE EACH SIDE 3/4 NON SHRINK GROUT BEARING It. 1/2 3/16 V HSS COLUMN // NOTE BEARING PLATE THICKNESS SHALL BE 3/4" WHERE DEPTH OF SUPPORTED MEMBER EXCEEDS 24" • COLUMN i• • • NOTE: BEARING PLATE THICKNESS SHALL BE 3/4* WHERE TS COLUMN SIZE IS GREATER THAN 6x6 BEAM TO COLUMN CONNECTION SCALE: 3/4" = 1'--O" I N PLAN VIEW TYPICAL BASE DETAIL SCALE: 3/4'" - 1' -0" 1 " TYP I fellow BEARING It 1 /2 3/16 � SECTION BASE t 7/8 WITH (4) 3/4' 0 F1554, GIB 36 • ANCHOR BOLTS WF COLUMN 1 r i TH PER TRUCTURAL NOTES M. LEONARD S. HESS _ V RtFY SALE BAR IS ONE INCH ON ANSI W O W DRAWING 0 I1B 1' 1. BEAM AND COLUMN SECTION I BEAM AND COLUMN BEARING It 1/2 (4) 7/8W. BOLTS { B EAM GAGE It WASHER 3/16x3x3 DOUBLE NUT IN I LIEU OF HEADED BOLT AT t CONTRACTOR'S,' ■ OPTION , ' G 8 12/23/09 A REV 1/08/10 7/31 /09 DATE 3/16 (4) 7/8"0 BOLTS 0 BEAM GAGE CHK`D APP'0 WF COLU 3/16 BEARING It 1/2 ) 3/16V WF COLUMN NOTE: BEARING PLATE THICKNESS SHALL BE 3/4" WHERE DEPTH OF SUPPORTED MEMBER EXCEEDS 24" BEAM TO COLUMN CONNECTION SCALE: 3/4" = 1' -0" COLUMN e f BEAM TO COLUMN CONNECTION SCALE: 3/4" = 1'-0" I y SCALE: 3/4" = 1' -0" STIFF ft 1/4 EACH SIDE NOTE: BEARING PLATE THICKNESS SHALL BE 3/4" WHERE COLUMN IS Wi 4 EDGE OF SLAB DEPRESSION DETAIL AT SLAB DEPRESSION = €� w• REVISION DESCRIPTION - BEARING I 1/2 BEAM AND COLUMN r{ SECTION SLAB REINFORCEMENT TOC ELfY ISSUED FOR CITY OF TUKWILA PERMITS FOR COLUMN SIZES W8 & LARGER, USE (4) 7/8" 0 BOLTS 0 BEAM GAGE METAL DECKING, ORIENTATION VARIES WHS WF BEAM MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTER #1 BEARING It 1/2 BEAM AND COLUMN i SECTION 3/16 (4)' 7/0 BOLTS 0 BEAM GAGE C8 x 11.5 UNO to C8 x 115, UNO MAIN BEAM PARTIAL PLAN U, Co c.) JL #4 TRIM BAR (4 SIDES) EXTEND 2 BEYOND OPENING SECTION AT DECK WITH CONC FILL King County Department of Natural Resources and Parks Solid Waste Division BENT It PER SCHED ry Cs 0 4 CONT 14 CONT BENT PER SCHE TYPICAL. BEAM TO BEAM CONN de METAL DECK SPANS IN THIS DIRECTION 2. FOR HOLES GREATER THAN 4* UP TO 8 OR 8* SQUARE: MIN HOLE SPACING IS 3'--O" OC OR METAL DECK WELDS ALL AROUND HOLE M ngiE nearing, pllc 1424 Fourth Ave Suite 815 Seattle, Washington 98101 206264.2727 206.264.4835 2 -8 / WELD SIZE ` PER SCHED SHEAR CONNECTORS AS INDICATED 2' -O" MIN 14 0 18" OC 1. FOR HOLES 4" 0 OR LESS. QR 4" SQUARE OR LESS: NO STRENGTHENING IS REQUIRED PROVIDED THAT HOLES ARE NOT CLOSER THAN 12" • OC SECTION A 14 0 18" OC R,, 6" MIN TERMINATE PLATE ON RIDGE TO WELD SCALE: 3/4" = 1 -O" SCALE: 3/4" 1/2 LONG FILLET WELDS EA RIDGE TOC ELEV TOC ELEV SECTION A t NO CONC 12 GA STEEL STRENGTHENING PLATE 1/2 WELDS 0 4 OC MAX LOCATE C8 AT FIRST SECTION A LOW FLUTE NEAREST FOR HOLES GREATER THAN 18 "0 EDGE OF OPENING OR 18 SO - UNO ON PLAN REVIEWED FOR il CODE COMPLINCE APPROVED Aug a 2010 � Tula* of Tuk� BUILDING DIVISION -0" 14 EA SIDE OF OPENING EXTEND 24" BEYOND EDGE OF OPENING MISC DECK OPENINGS GREATER THAN 18" SHEAR R 1f4x3 WITH 25I8'4 BOLTS CENTERED �k� MEMBER SQUARE OR ROUND HOLES IN DECK WITHOUT CONC FILL MSC DECK OPENINGS LESS THAN 18" 2 CELLS FOR C=8* TO 14" OR 3 CELLS FOR C =14" TO 18' (TYP) C #4 TRIM BAR (4 SIDES) EXTEND 2 ° _0" BEYOND OPENING WHERE CONCRETE OCCURS HOLES IN DECK AWAY FROM SUPPORT DETAIL SCALE: 3/4* = 1' -0" BENT it 1/4 AT NO CO Wt0 COLUMN 3 /16V < ALL AROUND INSIDE 7/4 V (Typ�W14 BEAM 3f162 / By: Date: CONN PER 5/S244 1 C BOW LAKE RECYCUNC AND TRANSFER NATION SITE FACILITIES CONTRACT TRANSFER /TSO BUILDING FRAMING DETAILS 0 0 °I (,q 3. FOR HOLES GREATER THAN 8" UP TO 1811 OR 18" SQUARE: USE ANGLE 2x2x3/16 AS SHOWN BELOW WIMP 4111.• f 1Y2 � MIN �`N CONCRETE FILL WHERE OCCURS C HOLE MAX HOL MAX SECTION B R EVI EWE DNS HOLES IN CWA Consultants, PS CHANNEL OR OTHER SHAPE PER PLAN PROJECT NASA '7 C00405C09 255 DRAWING NUMBER:. S245 C') D w ce O w m Ca O co ` J 1 1 I f z O F- 0 E Cl) 0 0 O LL F- 0 II C/] F LU 0 L1. C C.3 CSC O LL. 619 1 0 w C1) cry 4 PLUG LD TIIP It THICKNESS WELD 24" MAX 3/ 1/4 16' 1/4 3/16 12' 3/16" 1/8" HSS OR TS COWMN 3/16 BEAM TO COLUMN CONNECTION SCALE: 3/4" = 1'--0" 1/4" STIFFENER PLATE EACH SIDE 3/4 NON SHRINK GROUT BEARING It. 1/2 3/16 V HSS COLUMN // NOTE BEARING PLATE THICKNESS SHALL BE 3/4" WHERE DEPTH OF SUPPORTED MEMBER EXCEEDS 24" • COLUMN i• • • NOTE: BEARING PLATE THICKNESS SHALL BE 3/4* WHERE TS COLUMN SIZE IS GREATER THAN 6x6 BEAM TO COLUMN CONNECTION SCALE: 3/4" = 1'--O" I N PLAN VIEW TYPICAL BASE DETAIL SCALE: 3/4'" - 1' -0" 1 " TYP I fellow BEARING It 1 /2 3/16 � SECTION BASE t 7/8 WITH (4) 3/4' 0 F1554, GIB 36 • ANCHOR BOLTS WF COLUMN 1 r i TH PER TRUCTURAL NOTES M. LEONARD S. HESS _ V RtFY SALE BAR IS ONE INCH ON ANSI W O W DRAWING 0 I1B 1' 1. BEAM AND COLUMN SECTION I BEAM AND COLUMN BEARING It 1/2 (4) 7/8W. BOLTS { B EAM GAGE It WASHER 3/16x3x3 DOUBLE NUT IN I LIEU OF HEADED BOLT AT t CONTRACTOR'S,' ■ OPTION , ' G 8 12/23/09 A REV 1/08/10 7/31 /09 DATE 3/16 (4) 7/8"0 BOLTS 0 BEAM GAGE CHK`D APP'0 WF COLU 3/16 BEARING It 1/2 ) 3/16V WF COLUMN NOTE: BEARING PLATE THICKNESS SHALL BE 3/4" WHERE DEPTH OF SUPPORTED MEMBER EXCEEDS 24" BEAM TO COLUMN CONNECTION SCALE: 3/4" = 1' -0" COLUMN e f BEAM TO COLUMN CONNECTION SCALE: 3/4" = 1'-0" I y SCALE: 3/4" = 1' -0" STIFF ft 1/4 EACH SIDE NOTE: BEARING PLATE THICKNESS SHALL BE 3/4" WHERE COLUMN IS Wi 4 EDGE OF SLAB DEPRESSION DETAIL AT SLAB DEPRESSION = €� w• REVISION DESCRIPTION - BEARING I 1/2 BEAM AND COLUMN r{ SECTION SLAB REINFORCEMENT TOC ELfY ISSUED FOR CITY OF TUKWILA PERMITS FOR COLUMN SIZES W8 & LARGER, USE (4) 7/8" 0 BOLTS 0 BEAM GAGE METAL DECKING, ORIENTATION VARIES WHS WF BEAM MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTER #1 BEARING It 1/2 BEAM AND COLUMN i SECTION 3/16 (4)' 7/0 BOLTS 0 BEAM GAGE C8 x 11.5 UNO to C8 x 115, UNO MAIN BEAM PARTIAL PLAN U, Co c.) JL #4 TRIM BAR (4 SIDES) EXTEND 2 BEYOND OPENING SECTION AT DECK WITH CONC FILL King County Department of Natural Resources and Parks Solid Waste Division BENT It PER SCHED ry Cs 0 4 CONT 14 CONT BENT PER SCHE TYPICAL. BEAM TO BEAM CONN de METAL DECK SPANS IN THIS DIRECTION 2. FOR HOLES GREATER THAN 4* UP TO 8 OR 8* SQUARE: MIN HOLE SPACING IS 3'--O" OC OR METAL DECK WELDS ALL AROUND HOLE M ngiE nearing, pllc 1424 Fourth Ave Suite 815 Seattle, Washington 98101 206264.2727 206.264.4835 2 -8 / WELD SIZE ` PER SCHED SHEAR CONNECTORS AS INDICATED 2' -O" MIN 14 0 18" OC 1. FOR HOLES 4" 0 OR LESS. QR 4" SQUARE OR LESS: NO STRENGTHENING IS REQUIRED PROVIDED THAT HOLES ARE NOT CLOSER THAN 12" • OC SECTION A 14 0 18" OC R,, 6" MIN TERMINATE PLATE ON RIDGE TO WELD SCALE: 3/4" = 1 -O" SCALE: 3/4" 1/2 LONG FILLET WELDS EA RIDGE TOC ELEV TOC ELEV SECTION A t NO CONC 12 GA STEEL STRENGTHENING PLATE 1/2 WELDS 0 4 OC MAX LOCATE C8 AT FIRST SECTION A LOW FLUTE NEAREST FOR HOLES GREATER THAN 18 "0 EDGE OF OPENING OR 18 SO - UNO ON PLAN REVIEWED FOR il CODE COMPLINCE APPROVED Aug a 2010 � Tula* of Tuk� BUILDING DIVISION -0" 14 EA SIDE OF OPENING EXTEND 24" BEYOND EDGE OF OPENING MISC DECK OPENINGS GREATER THAN 18" SHEAR R 1f4x3 WITH 25I8'4 BOLTS CENTERED �k� MEMBER SQUARE OR ROUND HOLES IN DECK WITHOUT CONC FILL MSC DECK OPENINGS LESS THAN 18" 2 CELLS FOR C=8* TO 14" OR 3 CELLS FOR C =14" TO 18' (TYP) C #4 TRIM BAR (4 SIDES) EXTEND 2 ° _0" BEYOND OPENING WHERE CONCRETE OCCURS HOLES IN DECK AWAY FROM SUPPORT DETAIL SCALE: 3/4* = 1' -0" BENT it 1/4 AT NO CO Wt0 COLUMN 3 /16V < ALL AROUND INSIDE 7/4 V (Typ�W14 BEAM 3f162 / By: Date: CONN PER 5/S244 1 C BOW LAKE RECYCUNC AND TRANSFER NATION SITE FACILITIES CONTRACT TRANSFER /TSO BUILDING FRAMING DETAILS 0 0 °I (,q 3. FOR HOLES GREATER THAN 8" UP TO 1811 OR 18" SQUARE: USE ANGLE 2x2x3/16 AS SHOWN BELOW WIMP 4111.• f 1Y2 � MIN �`N CONCRETE FILL WHERE OCCURS C HOLE MAX HOL MAX SECTION B R EVI EWE DNS HOLES IN CWA Consultants, PS CHANNEL OR OTHER SHAPE PER PLAN PROJECT NASA '7 C00405C09 255 DRAWING NUMBER:. S245 C') D w ce O w m Ca O co ` J 1 1 I f z O F- 0 E Cl) 0 0 O LL F- 0 II C/] F LU 0 L1. C C.3 CSC O LL. 619 1 0 w C1) cry 4 PLUG LD TIIP TYPE W3 WITH FOLLOWING MIN PROPERTIES: PREVIEWED FOR TYPE S#i4LLOW VERCOR WITH FOLLOWING MIN PROPERTIES: CO DE COMPLIANCE APPROVED Y" WELD LOCATIONS ` 0 20 GA , AUG 2 0 2010 fn City of Tukwila AUILDING DIVISION 22 GA �,.1■�.,�.�:.��..�,i 1 MIN 2 -+D 20 GA I = 0.216 in4 3 I = 0.175 in 3 S = 0.235/0.248 in S = 0.187/0.198 in Fy =38KS Fy =38KS1 I = 1.223 in S = 04731/0.776 in Fy =33KS! . LOCATION DECK TYPE GAGE METAL DECK DEPTH CONN 0 SUPPORT T 1 TO FLUTES PER SHEET CONN 0 SIDELAP CONN 0 SUPPORTS PARALLEL TO FLUTES 1 SHEAR CAPACITY MAX SPAN (ft) NOTES DOUBLE TRIPLE 4y" MIN � TYPE PE B 22 1 "' BUTTON PUNCH OR #10 SDS 0 8 OC #12 SDS 0 8 OC 250 PLF , N/A 6' -0" 6' -0" G90 FINISH TRANSFER BUILDING ROOF SELF -HAUL ENTRY. ROOF BREAK ROOM ROOF I = 0.896 in S = 0.534 in 3 Fy = 38 KS1 20 1 " I = 0 . 0 23 ;n BUTTON PUNCH OR # 10 SDS 6" FASTENER 1150 PLF S = 0.074/0074 in 3 Fy = 50 KS LOCATIONS LOCATION DECK TYPE (NOTE 4) t d GAGE METAL DECK DEPTH CONCRETE REINFORCING CONN 0 SUPPORTS 1 TO FLUTES PER SHEET CONN 0 SIDELAP CONN 0 SUPPORTS PARAf LEL TO FLUTES ASD SHEAR CAPACITY MAX SPAN (ft) NOTES SINGLE DOUBLE TRIPLE HPU PLATFORM TYPE W3 COMPOSITE 2 " 5 " 20 3" 4x4-- W2.9xW2.9 (3) 5/8" PUDDLE WELD • 110 0 36 OC 5/8" PUDDLE WELD 0 7 OC . 1815 PLF N/A 10' --6" 11 *_6" G90 FINISH, 44 STUD FIT 1 ROOF TYPE W3 COMPOSITE 33" 6r 20 3" 4x4-- W3.6xW3.6 (3) 5/8" PUDDLE WELD 00 0 36 OC 5/8" PUDDLE WELD 0 7 OC 2315 PLF N/A 9' -6" 1p' - , G90 FINISH, 5j STUD HT TSO LEVEL FLOOR TYPE W3 COMPOSITE 43' 77" 20 3" 4x4-- W4.3xW42 (3) 5/8" PUDDLE WELD 110 0 36" OC 5/8" PUDDLE WELD 0 7" OC 2805 PLF N/A 9'-0" 10' -0" G90 FINISH, 6" STUD HT TSO LEVEL FLOOR TYPE W3CD COMPOSITE 4 " VARIES 20/16 3" 4x4- W4.3xW4.3 GALV. . (3) 5/8* PUDDLE WELD /10 0 36 OC 5/8" PUDDLE WELD 0 7 OC 2805 PLF N/A 9'-0' 10' --0" G90 FINISH. 6 STUD HT BREAK ROOM SHALLOW VERCOR VARIES • VARIES - .22 " -5" 9/16" 4x4- W3.6xW3.6 (4) #12 SDS #10 SDS 012" OC #12 SDS 012" OC 471 PLF N/A 21_O" 2 G90 FINISH SCALE HOUSE FLOORS SHAD -OW VERCOR - 1" 23" . 22 •9/16' 6x6- W1.4xW1.4 (4) #12 SOS 110 " SDS 012 OC #12 _SDS 012 OC 471 PLF N/A 2' -0" 2' -0" G90 FINISH STAIRS TYPE B COMPOSITE 23" 4" 22 13" 4x4- W2.9xW2.9 (4) 5/8* PUDDLE WELD 110 0 36" 0C 5/8" PUDDLE WELD 0 7" 0C 2065 PLF 6' -0" - -- 690 FINISH TYPE B WITH FOLLOWING MIN PROPERTIES: FASTENER LOCATIONS _ TYPE N WTIH FOLLOWING MIN PROPERTIES: FASTENER LOCATIONS 18 GA 20 GA 1 "MIN 1 MIN 2 -+D 22 GA I = 0.216 in4 3 I = 0.175 in 3 S = 0.235/0.248 in S = 0.187/0.198 in Fy =38KS Fy =38KS1 I = 1.223 in S = 04731/0.776 in Fy =33KS! . LOCATION DECK TYPE GAGE METAL DECK DEPTH CONN 0 SUPPORT T 1 TO FLUTES PER SHEET CONN 0 SIDELAP CONN 0 SUPPORTS PARALLEL TO FLUTES 1 SHEAR CAPACITY MAX SPAN (ft) NOTES DOUBLE TRIPLE SCALE HOUSE ROOF RECYCUNG BUILDING ROOF R " PENTHOUSE ROOF TYPE PE B 22 1 (4) #12 SOS 0 12 OC O BUTTON PUNCH OR #10 SDS 0 8 OC #12 SDS 0 8 OC 250 PLF , N/A 6' -0" 6' -0" G90 FINISH TRANSFER BUILDING ROOF SELF -HAUL ENTRY. ROOF BREAK ROOM ROOF TYPE B 20 1 " (7) 5/8 PUDDLE WELD BUTTON PUNCH OR # 10 SDS 6" ,. 5/8 PUDDLE WELD 0 7 OC 1150 PLF N/A 6 * -6" 6'-6" G90 FINISH , SPA ROOF • TYPE N 18 3" (4) 3/4" PUDDLE WELD BUTTON PUNCH OR I10 SOS O12 "OC 3/4" PUDDLE WELD 0 7* OC 1404 PLF N/A 8` -0" 8' -0" G90 FINISH VERIFY SCALE 12/23/09 7/31/09 DATE CHK'D RESPONSE TO CITY OF TUKWILA CORRECTION LETTER # 1 REVISION DESCRIPTION TRANSFER/TSO BUILDING, EVI EWE D FRAMING DETAILS CWA Consultants, By : Date: 1/08/10 MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION King County Department of Natural Resources and Parks Solid Waste Division A miniuma Engineering, plkk 1424 Fourth Ave, Suite 815 Seattle, Washington 98101 208.264.2727 206.264.4835 rt CO 2 w of PERPENDICULAR COMPOSITE BEAM TO DECK CONN SCALE: 3/4 - NOTES: STUD DISTRIBUTION AT COMP BEAMS SCALE: 3/4* = 1'-O" CONNECTORS PER COMP DECK COMP BEAMS 2 5238 LAY OUT DECK TO PROVIDE 3" 14114 CONTACT BETWEEN LOW FLUTE AND FLANGE LAY OUT DECK TO PROVIDE 3_ MIN CONTACT BETWEEN LOW FLUTE AND FLANGE (N) STUDS EQUALLY SPACED 3/4 "4 STUDS. TYP. SEE 4 /5246 TYPICAL BEAM UNIFORMLY LOADED PARALLEL - FLAT PARALLEL -SLOPED 1. NUMBER OF SHEAR CONNECTORS (STUDS) REQUIRED FOR COMPOSITE BEAMS ARE DESIGNATED (N) ON PLANS. 2. CENTER CONNECTORS OVER BEAMS AND GIRDERS TYPICAL. 3. WHERE DECK FLUTES ARE PERPENDICULAR TO BEAMS USE (2) STUDS PER FLUTE 0 3" OC WHERE NUMBER OF STUDS EXCEEDS NUMBER OF FLUTES. 4. CAMBER IS INDICATED AS ' c =.__ ON PLANS. EDGE FORM PER 3/S245 L3x3xI /4 WF COLUMN #4 HOOK DECK CLOSURE BY DECK SUPPUER TYP BAR PER 3/5245 EDGE OF SLAB L3x3x1/4 TYP AT COLUMN FACE WITHOUT SUPPORT BEAM DECK CLOSURE BY DECK SUPPUER TYP BAR PER 3/S245 PLAN VIEW ADDITIONAL #4 3/16 ADDITIONAL #4 PLAN VIEW TY'I AL DECKING SUPPORT SCALE: NTS TYP BAR PER 3/S245 SP END, ADDITIONAL #5x 4'-O" LONG, TYP EDGE OF SLAB 0 N/A = NOT ALLOWED UNTOPPED METAL DECK SCALE: NTS S203 5207, 5254. 5272, 5312, 5403 METAL DECK WITH CONC TOPPING SCALE NTS S206, S254, S255, S256, 5259, 5311, 5312 N/A = NOT ALLOWED Notes: 1. CONNECTION SPACING IS APPLICABLE TO FRAMING BEAMS, STRUTS, CHANGES IN DECK ORIENTATION AND ALL OTHER SUPPORTS PARALLEL TO DECK FLUTES. 2. DECK TYPE MUST MEET CRITERIA USTED ABOVE. SUBMIT DECK INFORMATION, INCLUDING ICC RESEARCH REPORT. TO ENGINEER PRIOR TO BEGINNING SHOP DRAWINGS. ,C 3. REINFORCE MISCELLANEOUS DECK OPENINGS PER 7/5245. 4. TYPE, SIZE AND SPACING OF ROOF DECK AND FASTENERS SHALL COMPLY WITH THE FM GLOBAL 1 -90 ROOF DECK ASSEMBLY. NOTES: 1. CONNECTION SPACING IS APPLICABLE TO FRAMING BEAMS, STRUTS, CHANGES IN DECK ORIENTATION AND AL OTHER SUPPORTS PARALLEL TO DECK FLUTES. 2. DECK TYPE MUST MEET CRITERIA USTED ABOVE. SUBMIT DECK INFORMATION, INCLUDING ICC RESEARCH REPORT. TO ENGINEER PRIOR TO BEGINNING SHOP DRAWINGS. 3. REINFORCE MISCELLANEOUS DECK OPENINGS PER 7 AND 11/8245. 4. DECK INDICATED AS "COMPOSITE" SHALE. HAVE INDENTATIONS AND DEFORMATIONS TO PROVIDE A MECHANICAL BOND WITH THE CONCRETE. 5. DECK IS DESIGNED FOR A 2 -SPAN MINIMUM, UNSHORED CONDITION. IF CONSTRUCTION LOADING EXCEEDS 40 PSF. PROVIDE SHORING AS REQUIRED. 0 C 0 0 U- w m C/ 0 03 J +C. z 0 U C!) z 0 C 0 LL F- 0 z U w J 0 0 CI w SCALE: 1"=1'—O" • FLAG POLE FOUNDATION SCALE: 1.1/2 " =1' -0 2'-6 "0 I FACE OF PEDESTAL 1/2 "x FULL CONCRETE DEPTH JOINT FILLER SLAB —ON- -GRADE SCALE PIT SLAB -ON -GRADE ISOLATION JOINT 0 Q 8" 7' S304 DESIGNED M. LEONARD S. HESS VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING (2 molumwo 1" FLAG POLE ANAL GRADE DRY SAND FILL 8 16 GA. CORRUGATED STEEL TUBE, GALV CONCRETE FOUNDATION PLACED AGAINST UNDISTURBED SOIL (4) STEEL WEDGES WELDED TO 8 "0 TUBE STEEL REST PLATE WELDED TO GROUND ROD GROUND ROD ...11..14.... PVC WATERSTOP B A REV 1 /08/1 0 12/23/09 7/31/09 _ - , DATE CHK'D APP'D 2,t BUILDING WALL / FOOTING (REINF NOT SHOWN) SCALE PIT WALL AND FOOTING HORIZ REINF, TYP • 'a SCALE PIT WALL/FOOTING SCALE PIT SLAB -ON -GRADE EDGE AT WALLS SCALE: 1 -1/2" =1' —O" S310 4: 4 PARALLEL WALLS I FOOTINGS NEE 2 5 1 1. Ld = STANDARD DEVELOPMENT LENGTH MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTER #1 ISSUED FOR CITY OF TUKWILA PERMITS REVISION DESCRIPTION SCALE PIT WALL AND FOOTING HORIZ REINF, TYP SCALE PIT WALL /FOOTING PVC WATERSTOP BUILDING WALL / FOOTING (REINF NOT SHOWN) STANDARD HOOK (ALT DIRECTION) PERP WALLS i FOOTINGS o_ o cn Lei Z r C..) = ca ca 0 a BOTTOM OF FOOTING TYPICAL FOOTING REINF PER PLAN AND DETAILS King County Department of Natural Resources and Parks Solid Waste Division " r7 CD d 2' —O" MIN SCALE: NTS 1.5x"D" (' -6 " MI ELEVATION STEPPED FOOTING -1 . 4 STEP FOOTING LOCATION 24" MATCH TYP f -- FOOTING REINF 1 24" • d 1.5 MLA Engineering, pile 1424 Fourth Ave, Suite 815 Seattle, Washington 98101 206.264.2727 206.264.4835 PIPE SLEEVES AND COMPRESSIBLE FILLER AS REQUIRED TO ACCOMMODATE 1/2" SETTLEMENT UNO IN GEOTECH REPORT PIPE AND TRENCH LOCATIONS SCALE: 3/4 " =1' -0" TYPICAL FOOTING REINF PER PLAN AND DETAILS SECTION 5306, S311 EXCAVATION NOT ALLOWED BELOW THIS LINE REVIEWED FOR CODE COMPLIANCE APPROVED AIJb 0 2010 City of Tukwila BUILDING DIVISION 1" 5306. 5311 By: Date: WED CWA Con Ita, PS BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT SCALE FACILITY FOUNDATION DETAILS PROJECT NUMBER: C00405C09 on 285 619 DRAWING NUMBER: S307 LIGHT GAUGE STEEL FRAMING SHEARWALL SCHEDULE (ALL VALUES BASED ON 2006 IBC, ASD METHODS) WALL SYMBOL SHEATHING (NOTE 4) SHEATHING FASTENERS (NOTE 3) TOP AND BOTTOM TRACK CONNECTION TO STRUCTURE CAPACITY (PLF) PANEL EDGES AND AT STUDS w/ HOLDOWNS INTERMEDIATE TYPEJ TO STRUCTURAL STEEL TYPE © TYPE 3 TO LIGHT GAUGE FRAMING TO CONCRETE (4000 PSI MIN) SW6 15/32" STRUCTURAL 1 SHEATHING — 1 SIDE 8 6" OC # SDS SDS @ 1 # SD 2 OC # 12 SDS 0 8" OC HILTI X —U 0 18" OC (7/16 MIN PENETRATION) HILTI �X —U @ 11" OC ,(1 MIN EMBED) 330 SW3 15/32" STRUCTURAL 1 SHEATHING — 1 SIDE SDS 3" OC #8 SDS 1 OC #12 SD 4" OC HILTI X —U 0 10" OC (7/16" MIN PENETRATION) (7/16" HILTI X--U 0 6" OC or MIN EMBED) 618 SW33 15/32" STRUCTURAL 1 SHEATHING — 2 SIDES " # SDS t 3 OC 12" #8 SDS 0 12 OC #12 SDS 0 2" OC HILTI X —U 5" OC (7/16" MIN PENETRATION) -IIt HILTI X--U 0 6" OC (14 MIN EMBED) 1236 C4 4— w D a g ° .. g M rg-: C I 1 ' TYPICAL MULTIPLE STUD /JOIST DETAIL SCALE: NTS SHEARWALL. SCHEDULE t = GAGE OF MATERIAL CONNECTED t P 1 -1 /2 -36 SCALE: NTS e_to —1/2-36 STUDS OR JOISTS 5319 NOTES: 1. REF TYPICAL SHEARWALL DETAILS, SHEET 5315, FOR ADDITIONAL. /COMPLEMENTARY ' INFORMATION. 2. METAL FRAMING SHALL BE AS NOTED ON THE PLANS BUT NOT LESS THAN THE FOLLOWING MINIMUMS — STUDS AND BLOCKING: 1 "x 33 WITH 3/8" RETURN LIP, TRACKS: 11 "x33 ". FRAMING THICKNESS : 43 MILS MIN. 3. SHEATHING FASTENERS SHALL BE NO 8 (.161 DIA) X 14" LONG (MIN) FLAT—HEAD SELF— DRILLING TAPPING SCREWS (SDS) WITH A MINIMUM HEAD DIAMETER. OF 0.285 INCH. 4. SHEATHING MAY BE APPLIED VERTICALLY OR HORIZONTALLY. 5. INSTALL BLOCKING AT PANEL EDGES NOT OCCURRING AT STUDS OR TRACKS. S312, 5315 SCALE SHEARWALL EDGE FASTENERS TYPICAL STEEL COLUMN IN METAL STUD WALL // SHEATHING 1-1/2" = 1' -0" —NI wow - •..MIS Imo ow • // // BLOCKING 048" OC PLAN VIEW 6' -0" MIN BLOCKING PA1 8 STRAP 0 48 OC #10 SDS 0 3" TO MSTA18 STRAP BLOCKING, TYP ACROSS JOISTS, TYP BACK —TO —BACK BLOCKING. • 1st SPACE • 5317 FOR CALLOUTS IN COMMON REFER TO 0314 - HSS OR WF COLUMN (2) ROWS #12 SDS 0 18" OC CONCRETE /METAL DECK JOISTS --- BLOCKING END CONN. PER 6/S315, UNO NOTES: 1. SEE TYP JOIST FRAMING F/S314 FOR ADDITIONAL REQUIREMENTS. LIGHT GAUGE JOISTS TO HSS BEAM DETAIL SCALE: 1 -1/2" = 1 BLOCKING END CONN PER 6/S315, UNO SHEATHING EDGE FASTENERS FABRICATE BENT CONT TOP TRACK TO MATCH ROOF SLOPE SCALE: 1 -1/2" = 1' -0" #8 SDS, T &B TO EACH JOIST RIM TRACK STRUCTURAL WALL TOP TRACK TYP JOIST FRAMING SCALE: NTS FLOOR JOISTS #10 SDS @4 » OC, TYP 0 BLOCKING // S312, 5313 60 05137 -33 WEB STIFFENER, FULL JOIST DEPTH ALIGN STUDS WITH JOISTS S317 7-- CONCRETE / METAL DECK (ONLY METAL DECK AT ROOF) FASTEN METAL DECK TO BEAM WITH #10 SDS 0 8" OC S /JCT TOP FLANGE HANGER, TYP EACH JOIST CONT RIM TRACK PER A/5314 (PER B/S314 0 SIM) METAL DECKING EDGE FASTENERS METAL DECKING (NOTE 1) BLOCKING 0 48" OC, NS & FS FRAME BLOCKING THIS SIDE TO WALL PER F/S314 NOTES: 1. ROOF FRAMING SHOWN. SIM CONDITION OCCURS AT CONCRETE/ METAL DECKING FLOOR (NO SLOPE). SECTION REVIEWED FOR CODE COMPLIANCE APPROVED AUU � i12 ILDIN #8 SDS RIM TRACK 3/4" TYP ( #8 SDS TO JOIST „---•--- F LOO R /ROOF JOIST Tukwila r ION NOTES: 1 ONLY GRAVITY FRAMING CONNECTIONS ARE SHOWN. SEE SHEARWALL /FLOOR FRAMING DETAILS FOR ADDITIONAL REQUIRED CONNECTIONS. 800T150 --43 CONT RIM SECTION TRACK (NOTE 1) i; // SHEARWALL SCHEDULE CONN TYPE [j] SHEATHING EDGE FASTENERS SHEARWALL SLOPED TOP TRACK (VARY STUD HEIGHT TO MATCH) SCALE: 1-1/2" = 1' —Q" SHEARWALL SHEARWALL SCHEDULE CONN TYPE II SHEATHING EDGE • FASTENERS CONT 54 MILx8" PLATE, FASTEN TO TOP `FLANGE OF EACH JOIST WITH (3) #12 SDS (NOT SHOWN) 1000T150 -54 CONT RIM TRACK (NOTE 1) SHEATHING EDGE FASTENERS SCALE: 1-1/2" = 1' -O" SHEARWALL---- SHEARWALL - -•,,�� SHEARWALL - SCHEDULE CONN TYPE SHEATHING EDGE FASTENERS CONCRETE WALL CONT 1000T150 -54 RIM TRACK (2) ROWS HILTI " X —U (1 18" OC " MIN EMBED) (2) ROWS (4) #10 SDS 0 STRAP // // // /9 a 5313 DESIGNED M. LEONARD S. HESS C 1/08/10 B 12/23/09 A 7/31/09 MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTER #1 REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division MLA .ISI Engineering, pllc 1424 Fourth Ave, Suite 815 Seattle, Washington 98101 208.264.2727 206.284.4835 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT SCALE FACILITY SCALE HOUSE DETAILS METAL DECKING EDGE METAL DECKING (SLOPED) FASTENING Aric 6 ^ � o J' e y C ate: NN N:—. JOIST JOIST WEB STIFFENER, (NOTE 1) S /H2.5 EACH JOIST NOTES: 1. SEE TYP JOIST FRAMING F/S314 FOR ADDITIONAL REQUIREMENTS. METAL DECKING EDGE FASTENING E /METAL f J- wnucu DECKING f JOIST JOIST WEB STIFF (NOTE 1) NOTES: 1. SEE TYP JOIST FRAMING F/S314 FOR ADDITIONAL REQUIREMENTS. METAL DECKING EDGE FASTENERS CONCRETE /METAL DECKING PA18 STRAP 0 48" CC DOUBLE JOIST x STRAP LENGTH t= MATCH JOIST t THICKNESS JOIST, BEAR ON CONCRETE LEDGE REVD � �Qi,17 -33 WEB STIFF, 'F1�FL$ TO JOIST P CWA Consul an i S PROJECT NUMBER: SM', OF: CO0405C09 292 619 DRAWING NUMBER: S314 0 ce F-- 0 0 re 0 L1... H- O z I co ct W 0 SHEARWALL HOLDOWN SCHEDULE PLAN TYPE FASTENERS TO FRAMING MINIMUM FRAMING THICKNESS BASE ANCHORAGE BACK—TO—BACK METAL STUDS HEADED ANCHOR BOLT, UNO 1 S /HDU4 (6) #14 SDS 43 MIL 5/8"0, MATCH DEPTH ON 3/S308 2 S /HDU9 (18) #14 SDS 43 MIL 7/8"o, MATCH DEPTH 3 S /HDL14 (6) #14 SDS 43 MIL 5/8'f, THREADED ROD, SEE 2/S319 MAX SPAN HEADER SIZE 4' —O" 6005162 -54 UNO ON 8' -0" 8005162 -54 PLAN U) La- HORIZONTAL BLOCKING, FASTEN ENDS PER 6/S315 STEEL STUD FRAMING TYPICAL WALL HORIZONTAL STRAPPING SCALE: NTS 1. INSTALL 2. FASTEN DOUBLE 3. CENTER DETAIL SCALE: NTS PER MANUFACTURER'S SPECIFICATIONS. HOLDOWNS THRU WEBS OF BACK —TO —BACK STUDS. HOLDOWN ON FRAMING, UNO. CUT TRACK FLANGES AND BEND TRACK WEB TO ALLOW CONNECTION. FASTEN TO JOIST WITH (2) #12 SDS (TRIM BLOCKING WEB DEPTH 1/2" MAX T&B) s TYP LT GA BLK'G >> END CONNECTION g N tie co ri SCALE: NTS JOIST OR STUD S315 S31 S315 S314, S315, S317 DESIGNED M. LEONARD S. HESS HORIZONTAL STRAP (4) j12 SELF — DRILLING SCREWS BLOCKING STUD OR TRACK BLOCKING, (MATCH STUD /JOIST DEPTH AND GAUGE, UNO) VERIFY SCALE BAR IS ONE INCH ON A 7/31/09 ANSI "D" DRAWING ommemmirr REV DATE CHK'D APP'[ PROVIDE STUD WEB STIFFENER WITH (4) SCREWS EACH FACE UNDER BEAM /JOIST AND OTHER BEARING LOADS HEADER SIZE PER SCHEDULE BEARING STUD CRIPPLE STUD TYPICAL LOAD- BEARING HEADER DETAIL SCALE: NTS r=1 DOUBLE HEAD TRACK (SINGLE HEAD TRACK FOR OPENING C4' -0" WIDE) WINDOW, (DOOR SIM) r DOUBLE SILL TRACK, 9' —O" MAX OPENING WIDTH (SINGLE TRACK FOR OPENING <4' -0" WIDE) BACK —TO —BACK DOUBLE STUDS TYP AT HOLDOWNS, REF HOLDOWN SCHEDULE FOR MIN STUD GAUGE, FASTEN SHEATHING TO HOLDOWN STUDS WITH PANEL EDGE FASTENERS BOTTOM TRACK, () FASTEN TO EACH SIDE, � ENSmURE�"T�T SCREW BEARS BOTTOM TRACK PRIOR TO INSTALLING SCREWS TYPICAL STRUCTURAL WALL FRAMING DETAIL SCAL : NTS TOP TRACK HEAD TRACK CONNECTION TO STRUCTURE ABOVE PER SHEARWALL SCHEDULE HEADER, PER 2/5315 REVISION DESCRIPTION 2 5312 5314, S315 5316 B 1/08/10 12/23,/09 -. MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTER #1 ISSUED FOR CITY OF TUKWILA PERMITS COPE FLANGES TO ALLOW EXTENSION OF THE WEB FOR CONNECTION TO SUPPORT MEMBER (EACH SIDE), FASTEN WEB WITH (6) #10 SCREWS, TYP TRIM FLANGES AND BEND WEB, FASTEN WITH (2) #12 SDS • i ii BEARING STUD SCALE: NTS CONNECT TO STRUCTURE BELOW PER SHEARWALL SCHEDULE HOLDOWN PER PLANS/ HOLDOWN SCHEDULE (NOTE #4) (2) ROWS OF (10) #12 SCREWS 0 3/4" OC EACH SIDE OF SPLICE, TYP TYPICAL TOP TRACK SPLICE DETAIL SPLICE AS REQUIRED PER 3/5315 • --- NUMBER OF FULL HEIGHT JAMB STUDS AT OPENINGS AS INDICATED ON FLOOR PLAN, USE (2) MIN IF NOT INDICATED OTHERWIS • PROVIDE SOLID BLOCKING (PER 1/s315) BETWEEN STUDS AT WALL ENDS, © 10' -0" OC BETWEEN, AND ADJACENT TO OPENINGS. • King County Department of Natural Resources and Parks Solid Waste Division irk • + + + + + + + + ++ + + + + + + + + ++ -1 +4— —f PLAN TOP TRACK SECTION •I • • • • • 5315 + + + + + + + + ++ + + + + + + + + + TYP STUD PER PLAN 2" x 43 MIL CONT STRAP REQUIRED BOTH WALL FACES AT PANEL EDGES AND IN ROWS NOT EXCEEDING 4' -0" OC. FASTEN TO EACH STUD WITH # SCREW TOP TRACK INSERT SAME SIZE AS STUDS TO MATCH TRACK GAUGE IT • M amimu== Engineering, pllc 1424 Fourth Ave, Suite 815 Seattle, Washington 98101 206.264.2727 206.264.4835 DISTRIBUTE EQUALLY AT BACK —TO —BACK STUDS # SDS 0 12" OC OR WELD PER 1/S314 TYP CORNER FRAMING SCALE: NTS 1 (0 5 SHEATHING, TYP CONT TOP TRACK, FASTEN TO EACH STUD WITH 1) 8 SCREW EACH SIDE, ENSURE THAT BEARS ON STUD PRIOR TO INSTALLING SCREWS FASTENERS AT PANEL EDGES INSTALL 3/8" MIN FROM PANEL EDGES, TYP SHEATHING MAY BE ORIENTED HORIZ OR VERT DISTRIBUTE FASTENERS EQUALLY OVER DOUBLE STUDS, TYP FASTENERS AT INTERMEDIATE FRAMING DETAIL 4/5315 @ CORNERS HOLDOWN PER PLANS / HOLDOWN SCHEDULE (NOTE #4) By: Date: // S315 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT SCALE FACILITY SCALE HOUSE DETAILS — BACK —TO —BACK STUDS, TYP AT HOLDOWNS NOTE: 1. SHEATHING FASTENERS SHOWN THIS DETAIL SHALL MATCH SHEARWALL EDGE FASTENER SPACING COD FOR FOR ECOMPLIANCE APPROVED AUG 20 2010 CifYof rukwila BUILDING DIVISION HOLDOWN WHERE REQUIRED ON PLAN NOTES: 1. THIS DIAGRAM IS TO BE USED IN CONJUNCTION WITH DETAILS ON THIS SHEET AND SHEARWALL SCHEDULE 3/S314. 2. SHEATHING AND FRAMING CALLOUTS THIS DETAIL APPLY TO WALLS WITH WOOD STRUCTURAL PANEL SHEATHING OR SHEET STEEL SHEATHING AS REQUIRED BY SHEARWALL SCHEDULE. GYP BOARD OR OTHER RIGID SHEATHING IS REQUIRED ON OPPOSITE FACE OF WALLS HAVING SHEARWALL SHEATHING ONE SIDE ONLY. 3. MIN ALLOWABLE SHEATHING PANEL WIDTH IS 12 ". 4. LOCATE HOLDOWNS AS CLOSE TO THE END OF THE SHEARWALL AS POSSIBLE. 5. LIGHT GAUGE TRACK AND BLOCKING TO MATCH STUD GAUGE, TYP UNO. 6. MULTIPLE STUDS TO BE WELDED TOGETHER PER 1/S314. BACK —TO -BACK STUDS MAY ALTERNATIVELY BE FASTENED TOGETHER WITH (2) ROWS #8 SDS 0 12" OC. REVIEWED CWA Consultants, PS PROJECT NUMBER: SHIT, OF C00405C09 293 619 DRAWING NUMBER: S315 0 0 0 0 0 LL I 0 U W CL J UJ EL 267.92 RECYCLE BUILDING N 161798.58 E 1285285.25 N 161809.61 E 1285251.23 A 7/31/09 RETAINING WALL L EL 267.65 t✓ ... REVISION DESCRIPTION ISSUED FOR CITY OF TUKWILA PERMITS CTJS1 TYP - THICKENED . EDGE N 1 61873.97 E 1285260.26 THICKENED EDGE ding County Department of Natural Resources and Parks Solid Waste Division RETAINING WALL K N 161 959.37 E 1285212.71' R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695 -4700 COLORED CONCRETE TOPPING WHEEL STOP BOW LAKE RECYCLING AND TRANSFER .STATION SITE FACILITIES CONTRACT SOUTH PROCESSING AREA SLABS PLAN REVIEWED CWA Consultants, PS Date: D ate: CS 10 20 Feet C00405C09 293 615 of .3 • I- I r rac.vr,�w ROLLED CURB DRAINAGE SWALE 4411141 _-_ofriaireakireliaireiraMaIMMOZ ! f_°F �! : « " �! � ''i t�Z�r► i- � THICKENED -EDGE -- - SEE 'S139 • DRAWN DESIGNED RML RLM VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 _m 1 RETAINING •' . WALL. , K . OR L OR 'SPA " NORTH WALL (RETAINING WALL .k SHOWN) SECTION 1/2" = 1 °-O~ #5O12EW SECTION 1/2* = 1'-D" A REV DATE 7/31 /09 1 2=1C= 4* CSBC_ IKS CHK'D CTJS1 KRH APP'D THICKENED EDGE 1111114111111111010101,110a 10103.11 irrie rsrerrir wa►arrnr r•41P:iArffyr.rirar 72,2 werAormarizardzer i �r"`1Sr► p.""� � *��o_ `.1 ti i�� � +1�1�'`�; �IiM �i �Liw ti`Y� .iPTZArrFY.M:Ci., Tits a" ':Aiirlsae '!AitrYin r i 4" CSBC j5012EW COLORED (RED) .CONCRETE TOPPING -0 " e ISSUED FOR CITY OF TUKWILA PERMITS REVISION DESCRIPTION 6* 'HK 15 'CONT PAVEMENT SECTION a a 4 4 de CTJS1 .? 4 ' 4 COMPACTOR . BAY WALL King County Department of Natural Resources and Parks Solid Waste .Division REVIEWED FOR CODE COMPLIANCE APPROVED AUli City of Tukwila BUILDING DIVISION R.W. Beck., Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695 -4700 0 9 Le By: Date: BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT REVIEWED CWA Consultants, PS 1/2 " =1 -Q 1 0 . 1 2 3 4- 5 Scale Feet SOUTH PROCESSING AREA SLAB DETAILS PROJECT 'NUMBER: SKr. DF: 294 C00405C09 DRAWING NUMBER: S4O2 z c F- a) z 0 re 0 LL z ■ a. (7'3 u. 6t5 Ci E1.t El 3 ct 5 e t / c Q. et E Q ao E w t c4 w t 0 .r o J 0 4N FACE OF CONC WALL W10 NOTE 3 TOC +0' -1/4" OPP HAND SI c. w 1 0 COLS \ - zct DESIGNED ROOF FRAMING PLAN RECYCLING BUILDING SOUTH PROCESSING AREA SCALE: 1 /4" = 1' -0" 1k TOC +0'_6" -W1 2x22 FOUNDATION PLAN RECYCLING BUILDING SOUTH PROCESSING AREA SCALE: 1 /4" = 1' -0" VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 111111r 1 1/08/10 12/23/09 7/31/09 DATE CHK'D CS18 x 14' -0" STRAP APP'D 10111111111011.111 11111•10••••• womm■ TOF - 1' -0" W12x22 MODIFICATIONS SUBSEQUENT TO PERMIT • APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTER #1 ISSUED FOR CITY OF TUKWILA PERMITS REVISION DESCRIPTION 60' -0" SW6 (NOTE 1) 60 -O L CS18 x 12' -0" STRAP WITH FULL DEPTH e BLOCKING, 1W LINO ^� _ .IN1 x2 TOF -1' -0" ROOF DECKING PER NOTE 4 B A REV King County Department of Natural Resources and Parks Solid Waste Division CS18 x 6' -0" STRAP NOTE 3 NOTE 5 TOF -1' -0" 5404 FACE OF CONC WALL TOC -1' -0" TOC +4' -0" MLA Engineering, pile 1424 Fourth Ave, Suite 815 Seattle, Washington 98101 206.264.2727 206.264.4835 REVIEWED FOR CODE COMPLIANCE APPROVED Iwo 4 02010 City of Tukwila BUILDING DIVISION PLAN NOTES 1, 6005162 14 STUDS 2 24" 06 WITH 15/32 SHEATHING. SEE 3/5314 Sf1EARWALL SCHEDULE. 2. SEE S307, S314 AND 5315 FOR TYPICAL CONCRETE AND COLD-FORMED STEEL DETAILS. 3. 6" SLAB -ON -GRADE WITH 14 0 18" OC EACH WAY, MID -DEPTH OVER 4" COMPACTED GRANULAR FILL OVER VAPOR RETARDER. DATUM ELEVATION IS (267.79'). ALL ELEVATIONS ON THIS SHEET ARE REFERENCED AS + OR - FROM THIS ELEVATION. LEGEND 11" TYPE B METAL DECKING PER 3/5246. 4' -0" x 4' -O" x 1' -0" FOOTING WITH (5) #5 EACH WAY, BOTTOM, CENTER EOOTINC ON COLUMN. 5' -6" x 5' -6" x 1'--6" FOOTING WITH (8) #5 EACH WAY, BOTTOM, CENTER FOOTING ON COLUMN. (1) #5 x 4' -O" LONG DIAGONAL AT INSIDE CORNER. MOMENT CONNECTION DBL DOUBLE JOIST (BACK -TO -BACK) SPAN DIRECTION MOMENT FRAME STRAP AND BLOCKING SHEARWALL SLAB CONTROL JOINT MF CJ REVIEWED CWA Consultants, PS By. Date: BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT RECYCLING BUILDING FOUNDATION AND ROOF PLAN 2 0 2 4 6 8 10 1/4 " =1'-0" Scale Feet PROJECT NUMBER: C00405C09 SKI% OF: 300 DRAWING NUMBER: 619 S403 D O w O w m co ce 0 CO 1 U z 0 F- C Ce 0 L �-- 0 I ct Liu a. (7. 5 0 U- a Ui BASE PLATE SCHEDULE COLUMN T L W HSS4x4x 1 /4 r 3/4" 10.5 5" HSS5x5x1 /4 3/4" 11.5 6" 0 CO DETAIL SCALE: 3" = 1 ` -0" DETAIL SCALE: 3" o c, DETAIL A SCALE: 3/4" = (2) J/5 CONT 1 /4" WALL SHEATHING LT GA STUD WALL - -•., ONCRETE WALL FINISH GRADE OR EXTERIOR PAVEMENT #4 DOWEL 0 12" OC VERT #4 0 12" HORIZ 0 // 5/16 • DCW CJP REMOVE BACKING _BACK GOUGE W12 BEAM \\\ ,... :WELD ACCESS HOLE PER 5/S215 W10 COLUMN // FOR CALLOUTS IN COMMON REFER TO 1/S404 9 -Cr S403 DESIGNED M. LEONARD SHEARWALL CONN PER 3/S314 " cti S. HESS VERIFY SCALE BAR IS ONE INCH ON ANSI "D DRAWING 0 � _ 1" SLAB ON GRADE TO SLAB INSULATION PER A/404 TOF, C A REV 1/08/10 8 12/23/09 7/31/09 DATE TOC� CHK'D MOW A 121 CONN SIM TO 9/5244 WITH SHEAR TAB FULL HEIGHT BETWEEN CONT R AND CAP 3/16 BEAM NOT SHOWN FOR CLARITY DETAIL ,TOS 3/16 CONT R 1/4 CONCRETE WALL REINF PLAN VIEW COLUMN 11" 10-7 11 FOR CALLOUTS IN COMMON REFER TO 9/S404 SCALE: 3/4 = 1 ` -0 MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTER #1 ISSUED FOR CITY OF TUKWILA PERMITS REVISION DESCRIPTION CAP It 3/8x6 I. 1/4x3x9" WITH (2) 1/2" 0 ERECTION BOLTS LT GA JOIST W12 BEAM PER ELEVATION --110 COLUMN PER ELEVATION (6) #4 VERT, HOOK INTO FOOTING #3 TIED 6" OC METAL ROOF DECKING TOC_$)_ TOF, METAL ROOF DECKING LT GA JOIST DETAIL SCALE: 3/4" = 1 `--0" EXTERIOR PAVEMENT King County Department of Natural Resources and Parks Solid Waste Division DETAIL SCALE: 3/4" = 1'--0" COLUMN BASE PLATE ABOVE PLAN VIEW FOR CALLOUTS IN COMMON REFER TO 6/S404 FOR CALLOUTS IN COMMON REFER TO 9/S404 CS STRAP, SEE PLAN d. SLAB REINFORCING c i M LA 3/16V W12 BEAM PER ELEVATION STIFF t 1/4 W10 COLUMN PER ELEVATION STEM WALL AT SIM TO SLAB TOF h Z� Engineering, pllc 1424 Fourth Ave, Suite 815 Seattle, Washington 98101 206.264.2727 206.264.4835 W12 BEAM ritVItWED FOR CODE COMPLIANCE A 000AVED I -' 2010 City of Tukwila BUILDING DIVISION TO SLAB ( +0' -O") TOC VARIES ( +4'_'O" OR +0'- -6 TOS ( +14' --3 ") SECTION SCALE: 1/4" 3/4" 11��n /.�,� 3" TYP TYP NON-SHRINK GROUT (3) ADDITONAL TIES 03"OC@TOP PLATE WASHER AND NUTS PER 8/S245 DETAIL SCALE: 3/4" = 1' -0" a PLAN VIEW SECTION ■ 1 (6 DETAIL SCALE: 3/4 = 1'_0" 2/S402 11' -3r 12 T 2 " TYP 0 2 PLAN VIEW SECTION CONCRETE FOOTING BOW LAKE RECYCUNG AND TRANSFER STATION SITE FACILITIES CONTRACT RECYCLING BUILD DETAILA 1/4 BASE it 3/4x 111"x6" WITH ANCHOR BOLTS PER 8/S245 W10 COLUMN PER ELEV I 1 HSS COLUMN ..r ELEVATION EVIEWED Consultants, PS �k COLUMN AND PLATE 4. PROJECT NUMBER: DRAWING NUMBER: TOS +12' -0 ") NOTE: SEE ARCH FOR AES REQUIREMENTS. TOF .^ (- 1' -O") ( +0' -6") 0 SOUTH FRAME 1" NON- SHRINK GROUT 3/4 "0 ANCHOR BOLTS PER 8/S245 C00405C09 301 619 S404 (.9 cD ›- C. CO 0 00 0 z 0 F- 0 F— U) 0 0 ce C U- 0 or) II w I co cf) ■ INSULATION PER ARCH T . SLAB SLAB -ON -GRADE T . SLAB DETAIL SCALE: 1 --1/2" = 1' -0" #4 T &B EACH SIDE TRENCH DRAIN, SEE MECHANICAL 18" 18" #4 .-•© 18" OC IT GA STUD wait ,roc 5` Wfilr DETAIL ' TRENCH DRAIN SCALE: 1-1/2" = 1' -0" // SLAB REINF DESIGNED M. LEONARD RAwN S. HESS VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1 " ar! 74 A. ,VA OPP XiYA► AAA' ATAVAYAVAYAVATATAYANYAVOAWi.TA C B A . REV 1/08/10 12/23/09 7/31 /09 DATE CHK APP`D CONCRETE WALL BEYOND • 70 SLAB • TOF METAL ROOF DECKING LT GA JOIST r .; • • REVISION DESCRIPTION FOR CALLOUTS IN COMMON REFER TO 11 /5404 SLAB REINF PER PLAN f ADD1i1ONAL LAYER OF REINF - MATCH SIZE AND SPACING OF TYP SLAB REINF, SEE PLAN MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTER #1 ISSUED FOR CITY OF TUKWILA PERMITS CONT BENT R 3/16 WITH (2) #12 SDS 0 12" OC, STAGGERED, TO W12 BEAM W12 BEAM 68 MIL BENT PLATE WITH (6) #10 SCREWS EACH LEG •••i • • a$ • • •ice • , . • . • •4 _ . ' I .• • • • 4 5 ° CONCRETE 4 7 WALL •i • 4 s - : . 1 1 TOC9 12" THICKENED SLAB DETAIL King County Department of Natural Resources and Parks Solid Waste Division METAL. ROOF DECKING LT GA JOIST W12 BEAM LT GA STUD WALL SHEARWALL SHEATHING SCALE: 1 -1/2" = 1' -0" MLA suismaii== Engineering, plic 1424 Fourth Ave, Suite 815 Seattle, Washington 98101 206.2642727 206264.4835 TOS VARIES METAL ROOF DECKING LT GA STUD WALL SHEARWALL SHEATHING BOW LAKE RECYCLING AND TRANSFER STATION SITE FACIUTIES CONTRACT RECYCLING BUILDINCfEVI CWA Con sultants, PS DETAIL Date: r ifiewEDECOMPLIAN PPROVED GE G 2 0 2010 y0 f Tukw<<a ... ", DIVISION ON PROJECT NUMBER: SFIT. OR 302 C00405C09 NUMBER: 5405 619 SCALEHOUSE ROOV OCCUPA \CY SUvvARY RM NO RM NAME AREA (SF) OCC TYPE OLF OCC LOAD ( 501 ) CONTROL ROOM 197 B 100 2 502 BREAK AREA 56 B 100 1 ( 503 ) HALL 173 B 100 2 ( 504 ) UNISEX TOILET 47 B 100 1 ( 505 ) SERVER CLOSET 21 B 300 1 ( 506 ) STORAGE 14 B 300 1 ( 507 ) ELECTRICAL 13 B 300 1 RECYCLI \G BUILDI \G ROOv OCCUPA \CY SUV v1ARY RM NO RM NAME AREA (SF) OCC TYPE OLF OCC LOAD ( 601 ) RECYCLING AREA 584 F1 100 6 ( 602 ) WARMING ROOM 82 B 100 1 ( 603 ) STORAGE 21 F1 100 1 FU \CTIO\ OF SPACE (PER IBC TABLE 1004.1.1) OCCUPANCY TYPE AI" looN x% BUSINESS AREAS ACCESSORY STORE /MECH FU \CTIO\ OF SPACE (PER IBC TABLE 1004.1.1) OCCUPANCY TYPE BUSINESS AREAS INDUSTRIAL AREAS v N U ¢ w Q U N = 0 w Q ai U W m N N E O 0 CP DOUGLAS L. BRINLEY STATE OF WASHINGTON DESIGNED R. ABE DRAWN S. FISCHER 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 PH CC CC CC CC CHK'D PANIC HARDWARE PER IBC 1008.1.9 DB DB DB DB APP'D (") 1HR ASSEMBLY 2HR ASSEMBLY 1 III .MINN 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 111111111111IIIIIIIIIIIIIIIIIIIIII11111111111111II111111111111 TOIS I L 7. ( II11111111111111111111IiI11111111111111111111i ea — — FF L — — — - - N i L — - - WARMING ROO:M:.. (.602 ). r 111111111111 ❑ - - BUILDING GROSS AREA OUTLINE (CITY OF TUKWILA) GROSS FLOOR AREA OUTLINE (IBC -1002) EGRESS PATHWAY - - - - - - 62 BUILDING DIAGONAL - La King County Department of Natural Resources and Parks Solid Waste Division - IN FLOOR PLAN SCALEHOUSE SCALE FACILITY SCALE: 1 /4" = 1 ' -0" - - FLOOR PLAN RECYCLE BUILDING CODE SUMMARY SCALE: 1/4" = 1' -0" RECYCLING AREA ( 601 KPG 753 9th Avenue N Seattle, WA 98109 (206) 286 -1640 www.kpg.com 1117 Broadway Suite 501 Tacoma, WA 98402 (253) 627 -0720 ` - - - - - - - IN I - - - - CODE +EwED FOR COMPLIANCE APPROVED A ub 2 0 2010 �! of Tu kwila City BUILDING DIVISION Pol I (e - - - - -- 'I I I 1 I I .I r -- �I 1 'STORAGE i( 603 ; I - - 1 /4 " =1' -0" Scale BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT SCALE FACILITY & RECYCLE BUILDING CODE SUMMARY FLOOR PLANS RECEIVED JUN 14 2010 PERMIT CENTER 2 0 2 4 6 8 10 Ell Ell PROJECT NUMBER: C00405C09 Feet SHT. 5 OF: DRAWING NUMBER: CS301 5 0 N C, c/) w 0 J I— LL 0 J Z U- BUILDING AREA AND EGRESS SUMMARY v BUILDING GROSS AREA ( TUKWILA) Fl OCCUPANCY GROSS FLOOR AREA (IBC) B OCCUPANCY GROSS FLOOR AREA (IBC) TOTAL GROSS FLOOR AREA (IBC) OCCUPANCY LOAD NOTE 1 NUMBER OF EXITS SECTION 1018 EGRESS WIDTH (SECTION 1005) STAIRS OTHER EGRESS REQUIRED PROPOSED REQUIRED PROPOSED REQUIRED PROPOSED LEVEL C TOTAL 12,429 SF 11,353 SF 0 SF 11,353 SF 108 2 4 N/A 96" 64" 65' (FT) TIPPING LEVEL 19,099 SF 0 SF 19,099 SF 181 2 3 N/A — 64" 96" RECEIVING LEVEL 44,848 SF 0 SF 44,848 SF 449 2 3 N/A — 64" 96" EQUIPMENT LEVEL 4,702 SF 1,604 SF 6,306 SF 97 2 4 N/A — 64" 128" SPA 7,606 SF 0 SF 7,606 SF 77 2 NOTE 3 NOTE 3 NOTE 3 NOTE 3 NOTE 3 LEVEL 1 TOTAL 82,089 SF 76,255 SF 1,604 SF 77,859 SF 739 REFER TO INDIVIDUAL AREAS ABOVE LEVEL 2 TOTAL 6,078 SF 0 SF 5,659 SF 5,659 SF 109 2 2 96" 96" 64" 64" TOTAL 100,596 SF 89,268 SF 8,103 SF 97,371 SF BUILDING AREA AND EGRESS SUMMARY BUILDING GROSS AREA ( TUKWILA) Fl OCCUPANCY GROSS FLOOR AREA (IBC) B OCCUPANCY GROSS FLOOR AREA (IBC) TOTAL GROSS FLOOR AREA (IBC) OCCUPANCY LOAD NOTE 2 NUMBER OF EXITS EGRESS WIDTH (IBC 1005) REQUIRED PROPOSED STAIRS OTHER EGRESS REQUIRED PROPOSED REQUIRED PROPOSED — 881 SF 737 SF 82 SF 819 SF 9 2 2 N/A N/A 64" 54' (FT) BUILDING AREA AND EGRESS SUMMARY BUILDING GROSS AREA ( TUKWILA) Fl OCCUPANCY GROSS FLOOR AREA (IBC) B OCCUPANCY GROSS FLOOR AREA (IBC) TOTAL GROSS FLOOR AREA (IBC) OCCUPANCY LOAD NOTE 2 NUMBER OF EXITS EGRESS WIDTH (IBC 1005) REQUIRED PROPOSED STAIRS OTHER EGRESS REQUIRED PROPOSED REQUIRED PROPOSED — ink._ _ - 758 SF _ - _ _ 0 SF 659 SF 659 SF 6 2 3 N/A N/A 64" 96" w CD Q i w Q a 0 U U1 N S w Q w 0 U w N N O F 0 ARC 1. DRAWINGS ARE IN PART DIAGRAMMATIC AND DO NOT NECESSARILY SHOW COMPLETE DETAILS OF CONSTRUCTION, WORK, OR MATERIALS, PERFORMANCE OR INSTALLATION. DRAWINGS DO NOT NECESSARILY SHOW HOW CONSTRUCTION DETAILS, OTHER ITEMS OR WORK, AND EQUIPMENT MAY AFFECT A PARTICULAR INSTALLATION. 2. FEATURES NOT FULLY SHOWN ON PLANS OR DETAILS ARE TO BE PROVIDED AS INDICATED FOR SIMILAR CONDITIONS. 1 THE OWNER SHALL BE NOTIFIED OF ANY VARIATION FROM THE DIMENSIONS AND /OR CONDITIONS SHOWN ON THESE DOCUMENTS. ANY SUCH VARIATIONS SHALL BE APPROVED BY THE OWNER PRIOR TO PROCEEDING WITH THE WORK, OR THE CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY FOR COST TO RECTIFY THE SAME. 4. NOT USED. 5. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS ON THE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. 6. VERIFY DIMENSIONS, ROUGH OPENING SIZES SHOWN FOR DOORS, WINDOWS AND OTHER PENETRATIONS AGAINST REQUIREMENTS OF SPECIFIED PRODUCTS, CONDITIONS, ELEVATIONS, ETC. PERTAINING TO WORK BEFORE PROCEEDING. 7 PROVIDE ALL SUB — FRAMING AS REQUIRED TO RECEIVE WORK BY OTHERS. 8. PROVIDE GALVANIC ISOLATION BETWEEN DISSIMILAR METALS. WAS T =CT GT v 3\ PAL GE S TAT E = RAL OT IS ERGY COD REFER TO 'ENV —CHK, 'ENV —SUM' AND 'ENV —UA' CHECKLISTS FOR REQUIREMENTS. ALL INSULATION MATERIALS SHALL BE INSTALLED ACCORDING TO THE MANUFACTURER'S INSTRUCTIONS TO ACHIEVE PROPER DENSITIES, MAINTAIN CLEARANCES AND MAINTAIN UNIFORM R— VALUES TO THE MAXIMUM EXTENT POSSIBLE, INSULATION SHALL EXTEND OVER THE FULL COMPONENT AREA TO THE INTENDED R— VALUE. EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES, OPENINGS BETWEEN WALLS AND FOUNDATION, BETWEEN WALLS AND ROOF AND WALL PANELS; OPENINGS AT PENETRATIONS OF UTILITY SERVICES THROUGH WALLS, FLOORS AND ROOFS; AND ALL OTHER OPENINGS IN THE BUILDING ENVELOPE SHALL BE SEALED, CAULKED, GASKETED OR WEATHERSTRIPPED TO LIMIT AIR LEAKAGE. 'BUILDING ENVELOPE' MEANS ALL BUILDING ELEMENTS SEPARATING CONDITIONED FROM UNCONDITIONED SPACES. DOORS AND OPERABLE GLAZING SEPARATING CONDITIONED FROM UNCONDITIONED SPACE SHALL BE WEATHERSTRIPPED. FIXED WINDOWS SHALL BE TIGHT FITTING WITH GLASS RETAINED BY STOPS WITH SEALANT OR CAULKING ALL AROUND. U— FACTORS FOR GLAZING AND DOORS SHALL BE DETERMINED, CERTIFIED AND LABELED IN ACCORDANCE WITH STANDARD RS -31 BY A CERTIFIED INDEPENDENT AGENCY LICENSED BY THE NATIONAL FENESTRATION RATING COUNCIL (NFRC). SOLAR HEAT GAIN COEFFICIENT (SHGC), SHALL BE DETERMINED, CERTIFIED AND LABELED IN ACCORDANCE WITH THE NATIONAL FENESTRATION RATING COUNCIL (NFRC) STANDARD BY A CERTIFIED, INDEPENDENT AGENCY, LICENSED BY THE NFRC. TYPE OF SPACE HEATING ASSUMED FOR ENERGY CODE COMPLIANCE: 1. TSO BUILDING ELECTRIC RESISTANCE HEATING 2. SCALE HOUSE ELECTRIC RESISTANCE HEATING 3. RECYCLE BUILDING ELECTRIC RESISTANCE HEATING FLAVE SPREAD A\ S v 3 EVELOP C RATINGS FLAME SPREAD RATING FOR THERMAL AND ACOUSTICAL BATT INSULATION TO BE NOT MORE THAN 25 WHEN TESTED IN ACCORDANCE WITH ASTM E84. FLAME SPREAD RATING FOR FOAM PLASTIC INSULATION TO BE NOT MORE THAN 75 WHEN TESTED IN ACCORDANCE WITH ASTM E84. FLAME SPREAD RATING FOR PLASTIC ROOF AND WALL PANELS TO BE NOT MORE THAN 25 WHEN TESTED IN ACCORDANCE WITH ASTM E84. SMOKE DEVELOPED RATING FOR FOAM PLASTIC INSULATION TO BE NOT MORE THAN 450 WHEN TESTED IN ACCORDANCE WITH ASTM E84. SMOKE DEVELOPED RATING FOR PLASTIC ROOF AND WALL PANELS TO BE NOT MORE THAN 450 WHEN TESTED IN ACCORDANCE WITH ASTM E84. ARCH XX TE , T DOOR NUMBER FLOOR RECESS NUMBER ,RAL SY GLAZING SYSTEM/ WINDOW NUMBER OPENING NUMBER (SEE NOTES ON A016) 6079 REGISTERED ARCHITECT DOUGLAS L. BRINLEY STATE OF WASHINGTON vBOL LEGE \D ELEVATION DIRECTION SHEET NUMBER WHERE SHOWN PLAN /DETAIL SHEET NUMBER WHERE SHOWN DESIGNED C. CONWAY DRAWN J. PALMER VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" �--- DIRECTION BUILDING /PARTIAL SECTION DETAIL /WALL SECTION SHEET NUMBER WHERE SHOWN D C B A REV 6/10/10 1/8/10 1/8/10 7/31/09 DATE CC CC CC CC CHK'D X ROOM NAME XXX } ROOM NUMBER DB DB DB DB APP'D WALL TYPE INDICATOR CASEWORK DETAIL NUMBER SHEET NUMBER WHERE SHOWN ACCESSORY ITEM SCALE PLAZA ITEM FURNITURE ITEM FIRE EXTINGUISHER, FEXXX� PLAN CALLOUT FIRE EXTINGUISHER, WALL MOUNTED, FEXXX ELEVATION FEXXX FIRE EXTINGUISHER, SEMI RECESSED, ELEVATION BIRD DETERRENT STANCHIONS SEISMIC JOINT LOCATIONS 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 COD1 \OYES JURISDICTION APPLICABLE CODE CODE EDITION CODE AMENDMENTS TRA \SEER /TSO BUILDI \G BUILDING TYPE II —B FIRE SPRINKLERS PROVIDED BUILDING HEIGHT A. ALLOWABLE: B. PROPOSED: BUILDING AREA A. ALLOWABLE: B. PROPOSED: NOTE: B OCCUPANCIES ARE ACCESSORY TO THE F -1 TRANSFER STATION USE PER IBC 508.3.1. NO OCCUPANCY SEPARATION REQUIRED PER IBC TABLE 508.3.3. SCALE HOUSE BUILDING TYPE FIRE SPRINKLERS FIRE ALARM BUILDING HEIGHT A. ALLOWABLE: B. PROPOSED: BUILDING AREA A. ALLOWABLE: B. PROPOSED: RECYCLI \G BUILDI \G BU DI ► G PE IRE SPRINKLERS FIRE ALARM BUILDING HEIGHT A. ALLOWABLE: B. PROPOSED: BUILDING AREA A. ALLOWABLE: B. PROPOSED: CITY OF TUKWILA, KING COUNTY, WASHINGTON INTERNATIONAL BUILDING CODE (IBC) 2006 WASHINGTON STATE, INCLUDING NONRESIDENTIAL ENERGY CODE 2 STORIES / 55 FT PER IBC TABLE 503; 3 STORIES /75 FT PER IBC 504.2 2 STORIES PER IBC 505.4, EXCEPTION 2/55.5 FT UNLIMITED PER IBC 507.4 77,915 SF V —B NONE PROVIDED 2 STORIES / 40 FT PER IBC TABLE 503 1 STORY / 20 FT 9,000 SF PER IBC TABLE 503 659 SF V NONE NONE 2 STORIES / 40 FT PER IBC TABLE 503 1 STORY / 15 FT 9,000 SF PER IBC TABLE 503 819 SF \OYES: 1. REFER TO CS101— CS104, FOR OCCUPANT LOAD CALCULATIONS. 2. REFER TO CS301 FOR OCCUPANT LOAD CALCULATIONS. 3. OPEN STRUCTURE. KPG 753 9th Avenue N Seattle, WA 98109 (206) 286 -1640 www.kpg.com 1117 Broadway Suite 501 Tacoma, WA 98402 (253) 627 -0720 REVIEWED F ®R E COMPLIANCE APPROVED A06 ; o 1U1U City of Tukwila BUILDING DIV1.Ri()iv BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT ARCHITECTURAL GENERAL ARCHITECTURAL GENERAL NOTES CODE NOTES & LEGEND RECEIVED JUN 14 2010 PERMIT CENTER PROJECT NUMBER: C00405C09 SHT. 318 OF: DRAWING NUMBER: A011 619 N cri 0 J Z U- 6079 REGISTERED ARCHITECT DOUGLAS L. BRINLEY STATE OF WASHINGTON DESIGNED DRAWN C. CONWAY S. FISCHER 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 CC CC CC CC DB DB DB DB 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 P G 753 9th 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 WALL TYPES SCHEDULE PROJECT NUMBER: SHT. 319 C00405009 OF: DRAWING NUMBER: A012 619 tn N O w CI- I N _ w U) W 0 m U W CO N N) N O E v N C w 0 LL 0 U 0 LL a w � C ) v J z LL ] d,A 31 PLA\ SYvBOL [FINISHED THICKNESS] ........ /Mk ����4■•■ DESCRIPTIO\ (REFER ALSO TO SPECIFICATION SECTION 07 055 41•11■ ∎/111111■ ∎� AIM. ���■ Am. ■••■ AM. Aill■ /Ilk AM. AIN. ∎/1111■ Al libi. : IdJ�1� : ]JIA �1S(� PLA\ SY [FINISHED THICKNESS] Ill■ ...N. ∎ ∎` 1BOL ∎���AIM. DESCRIPTIO\ (REFER ALSO TO SPECIFICATION SECTION 07 055 ..m. AIM. - -- _..... Am......... 4101 ............∎ ] d Jul ]CIA 31S PLA\ SYv1BOL [FINISHED THICKNESS] DESCRIPTIO\ (REFER ALSO TO SPECIFICATION SECTION 07 0550) IA ►A I I TVDCO l I 2HR 61 INDICATES VAPOR VB �BARRIER SIDE 2 LAYERS 5/8" GWB, TYPE PER I V V f11L L I I r --Ng/ r0A 2HR _ EXTERIOR � � /\ V LL I If C —� _ CONDITIONED FINISH SCHEDULE METAL SIDING PANELS, TYPE 1 _ _ °.° ° • a °. ° . ° a a °. ° a ° ° CAST —IN —PLACE CONCRETE NOTE: REFER TO STRUCTURAL DRAWINGS FOR WALL THICKNESS AND REINFORCEMENT. INTERIOR 5/8" 5/8 GWB, TYPE 4 [VARIES] "' ¢ J 1 -1/2" 25 GAUGE HAT lNELS 24" INSTALLED HORIZONTALLY 24 OC VAPOR TYPE 1 'LIED TO Q 4 20 GAUGE Z —GIRTS I LLED HORIZONTALLY @ 48" 0( 4" RIGID INSULATION, TYPE 5/8" 2 LAYERS 5/8 GWB, TYPE f �'�� ∎� ■ ■l ■�C ■ !IC ■ ■__ ■ ■IC ■!IC ■ ■IC ■._ BARRIER, EXTERIOR FACE OF GWB . '°`11`� " " " " """" _ — UNCONDITIONED INTERIOR — — CONCRETE CAST IN PLACE C . . .. . . . . . . . . . . . . . . . . . : . . M M [14 -5/8 ] ANSI /UL DESIGN NUMBER 0419 ,,,..,, . OR EXTERIOR ',�'�` 600S (SEE SHE S022, " - —' r'�T� Ii.... it rag - r � 5/8 GWB, TYPE 2B WALL TYPE 1 BATT INSULATION, TYF 'LIED [10-5/8”] UL DESIGN ANSI/UL / NUMBER U419 (STAGGERED STUDS SUBST. FOR RESILIENT CHANNEL) „"� . , .... 1 pftri 400S125 -18 STUDS @ )C EA FACE Q° VAPOR BARRIER, TYPE 2 TO EXTERIOR FACE OF GWB > ° • � ° • a a ° • ° 4" 25 GAUGE Z URRIN —F G INSTALLED VERTICALLY AT 48" OC 6" BATT INSULATION, TYPE 3 5/8" 2 LAYERS 5 8 GWB, TYPE ER IC'� 11 11 11 11 1 1 11 11 ie__ie_.ie__ie__me__ie__ie__i CONDITIONED 2 LAYERS 5 8 GWB, TYPE ER 5/8" FINISH SCHEDULE UNCONDITIONED FINISH SCHEDULE INTERIOR [CONC + 6-5/81 4" RIGID INSULATION, TYPE 1 .___ giEN::C::::::::7:C::::ES OB 2HR — EXTERIOR - TYPE VAPOR BARRIER, TYPE 3 1 2" INTERIOR METAL SIDING PANELS, 1 Q CONDITIONED INTERIOR / GWB, TYPE 2B 5/8" GWB, TYPE 4 RESERVED 1 -1 /2" 25 GAUGE HAT CHANNELS INSTALLED HORIZONTALLY @ 24" OC 5/8 GWB, 4" 20 GAUGE Z —GIRTS I LLED HORIZONTALLY @ 48" O( Aism !!■!IC■•1I•!II■!IC■■II■A■• TYPE PER FINISH SCHEDULE [14 -5/8"] ANSI /UL DESIGN NUMBER U419 — — UNCONDITIONED INTERIOR '- OR EXTERIOR CAST —IN —PLACE CONCRETE WALL TYPE 2 LAYERS 5/8" GWB, TYPE _.. _..__._...... ..._..._...__._....._.......... ___..� O 4" Z— FURRING @ 16" OC 600S (SEE SHEET S022) ° a . a. ° ° EXTERIOR 2 LAYERS 5/8" GWB, TYPE ° .. 4" BAIT INSULATION, TYPE 1B [CONC + 4-1/21 r y,T I T A T FA; , j , j T �► T - - VAPOR BARRIER, TYPE 3 24C 7— IN VAPOR v BA RRIER SIDE ® 5/8" GWB, TYPE PER FINISH SCHEDULE 20C — — B EXTERIOR • I CONDITIONED INTERIOR ow � u : 11 G ■ L ■ 1 HAT CHANNELS LLED 1/2" GWB, TYPE 2B 5 8" GWB TYPE 4 / 4 — — -1/2" HORIZONTALLY AT 24" O( TYPE 'LIED TO 4" 20 GAUGE Z —GIRTS INSTALLED HORIZONTALLY @ 48 OC CAST —IN —PLACE CONCRETE WALL TYPE ° °° a Q °° ° .. ..• a ° ° 4" RIGID INSULATION TYPE CO NDITIONED VAPOR BARRIER, 1 EXTERIOR FACE 0 F GWB •11 •!11 ■•1_1_ ■ •11 ••11 ■•1_1■!1_I■! - :I ��� ,� iiI5ii1Eiiiiii15ii15ii15ii11i �� ■� ■..`:� ■■■■ ■■■� 2 LAYERS 5/8" GWB, TYPE [13 -3/8 "] A INTERIOR �.� [CONC + 4 "] ... I O 600S (SEE SHEET S022) ...... ........ ■.................'h' 5/8" GWB, TYPE 2B 4" RIGID INSULATION, TYPE 6 —� — — CONDITIONED 1" BATT INSULATION TYF E 1A ' 'LIED t t�t�tj�w�!�t�t�•.i.�. 10A — — STEEL GIRTS AS INDICATED ON [6 -3/4 "] j�r�t�f �t�t�t�� `r�' WALL CAVITY 400S 125 -18 STUDS @ )C VAPOR BARRIER, TYPE 2 TO EXTERIOR FACE OF GWB INTERIOR EXTERIOR STRUCTURAL DRAWINGS TRANSLUCENT GLAZING PANELS :.•' ING 4" BATT INSULATION, TYPE 3 I! ■ iii i ori ■ IL , 2HR 61 UNCONDITIONED METAL SIDING PANELS, TYPE AS u U U [N /A] 5/8" GWB, TYPE 2B EXTERIOR INDICATED ON ELEVATIONS. AIR BARRIER APPLIED TO EXTERIOR OF INTERIOR INTERIOR ' v-) " 400S 4" GATT INSULATION, TYPE 3 ALUMINUM BATTEN PLYWOOD SHEATHING PLYWOOD SHEATHING, TYPE (SEE SHEET S022) 10B — — EXTERIOR TRANSLUCENT GLAZING PANELS ............. ............................... 1`t���t� �����;/�A� - A � � 5/8 GWB, TYPE 2B tr , �'��, t,t,' t ;�:�;T. 600S (SEE SHEET S022) . _. ~ V ANSI /UL NUMBER SYSTEM 13 [ ] DESIGN U415 B [10 -1/4 "] _�� 2" R IGID INSULATION, TYPE » II 'I II 6 BATT INSULATION, TYPE 3 VAPOR BARRIER, TYPE 3 ALUMINUM BATTEN STEEL GIRTS AS INDICATED ON 1 GWB, TYPE 5 [N/A [ / ] CONDITIONED INTERIOR INTERIOR STRUCTURAL DRAWINGS 5/8" GWB, TYPE 2B 400CH (SEE SHEET S02. 2 LAYERS 5/8" GWB, TYPE PER 1" RIGID INSULATION, TYPE — — _ _ UNCONDITIONED INTERIOR METAL SIDING PANELS, TYPE AS 5/8" GWB, PER FINISH SCHEDULE CONDITIONED FINISH SCHEDULE OR EXTERIOR REVIEWED ODE APPROVED FOR 26A 26C — — EXTERIOR METAL SIDING PANELS, T AS Ayiror■■■••■■■ INDICATED ON ELEVATIONS. INDICATED ON ELEVATIONS AIR BARRIER APPLIED TO EXTERIOR OF INTERIOR VAPOR BARRIER, TYPE 1 APPLIED TO INTERIOR FACE OF GWB [VARIES] 2HR 61 AUIi 0 City CI of BUILDING _ — 2010 DIVISION — EXTERIOR ■ ■ ■ �. ■_ ■ PLYWOOD SHEATHING PLYWOOD SHEATHING, TYPE METAL SIDING PANEL, TYPE UNCONDITIONED INTERIOR STEEL GIRTS AS INDICATED ON STRUCTURAL DRAWINGS 5/8" GWB, TYPE 4 . �� T . . .. . - ��' . L A ' ♦�♦��' � j„, � y .��.:` 3/4" PLYWOOD, TYPE 2 AA. „ :fi 6 005162 -43 @ 24" OC 26A [8 -3/4 "] 26C [g_3/4 "] 12A 12B — — �� 5 — METAL SIDING PANELS, TYPE AS _ ..............._...... 6” BAIT INSULATION, TYPE 3 INDICATED . AIR BARRIER ON APPLIED ELEVATIONS TO Q J ' ' i.' ' '-' ° '_° ° ° 6" BATT INSULATION, TYF 3 VAPOR BARRIER, TYPE 3 \) OR 1 " RIGID INSULATION, TYPE (26C) CONDITIONED INTERIOR 600S (SEE SHEET S022) — EXTERIOR EXTERIOR OF SHEATHING PLYWOOD SHEATHING, TYPE 1 ' 716 ��� �,� 5 8 " / GWB, TYPE 2B 5/8" GWB, TYPE 4 " VARIES 17 -3 8 MIN [ / ] ANSI /UL DESIGN NUMBER U415 SYSTEM B ■ ,■ �_ (12A) OR / „ ( ) 5 8 GWB, TYPE 4 12B 26B — — EXTERIOR METAL SIDING PANELS T AS .7 St/SYMMS 2" RIGID INSULATION, TYPE INDICATED ON ELEVATION: 5/8" GWB, TYPE 4 1 11111 600S SEE SHEET S022 1 GWB, TYPE 5 [VARIES] EXTERIOR /COVERED )RECEIVED ( )I�EC JUN 14 2010 RERMITCENTER 400CH (SEE SHEET S02� 2 LAYERS 5/8" GWB, TYPE ER [VARIES] 600S137 -33 @ 24" OC FINISH SCHEDULE CONDITIONED INTERIOR 5/8" GWB, TYPE 4 (12 ) METAL SIDING PANELS, TYPE AS 5/8" GWB, TYPE 4 CONDITIONED INTERIOR VAPOR BARRIER, TYPE 1, APPLIED TO INTERIOR FACE OF GWB INDICATED ON ELEVATIONS. 6079 REGISTERED ARCHITECT DOUGLAS L. BRINLEY STATE OF WASHINGTON DESIGNED DRAWN C. CONWAY S. FISCHER 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 CC CC CC CC DB DB DB DB 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 P G 753 9th 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 WALL TYPES SCHEDULE PROJECT NUMBER: SHT. 319 C00405009 OF: DRAWING NUMBER: A012 619 tn N O w CI- I N _ w U) W 0 m U W CO N N) N O E v N C w 0 LL 0 U 0 LL a w � C ) v J z LL U- O O U- 0 N I 0 w Q CL 0 U N 0 w Cr) w 0 U w m c N 0) V) N O E a O 0 6079 I DOUGLAS L. BRINLEY STATE OF WASHINGTON REGISTERED l ARCHITECT T DESIGNED C. CONWAY DRAWN J. PALMER 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 CC CC CC CC CHK'D DB DB DB DB 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 'MPG. 753 9th Avenue N Seattle, WA 98109 (206) 286 -1640 www.kpg.com 1117 Broadway Suite 501 Tacoma, WA 98402 (253) 627 -0720 SITE FACILITIES CONTRACT ARCHITECTURAL GENERAL WALL, FLOOR & ROOF TYPES SCHEDULE SHT. OR 320 C00405C09 DRAWING NUMBER: A013 619 O 0 N —J Z U- ]du I; 31S SECT. SYvBOL [FINISHED THICKNESS] DESCRIPTIO\ ] d Ju 31S SECT. SYv1BOL [FINISHED THICKNESS] DESCRIPTIO\ � d Jul Ie=1I_d 31S PLA\ [FINISHED SYMBOL THICKNESS] DESCRIPTIO\ (REFER ALSO TO SPECIFICATION SECTION 07 0550) I onnc TWDI O 80 - 55 ROOFING I FLVVR I I FLO I • 50 I VLILIIVV I I rL� 7- r VVt1LL I I rLo _ I 40A - - CONDITIONED FLOORING (AS SCHEDULE 5/8" GWB, TYPE PER FINISH SCHEDULE ADHESIVE /TOPPING (AS SCHEDULED) CONCRETE SLAB Q o • .. a �' .4 • �i 400S125 -18 STUDS @ 24" OC [5 -1/4 "] STANDING SEAM METAL SEE DRAWINGS I SLOPE ROOFING CLIP @ 2' -0" 5/8" GWB, TYPE PER FINISH SCHEDULE FLUID - APPLIED METHANE BARRIER NM • ..... ............................�. 2" RIGID INSULATION, TYPE ::::: C: I :I::C::::::::i::::::::C:::k:'-' 40C - - OCCUPIED SPACE 6x6 14 GAUGE METAL = @CLIPS 6"x6" w — `i 5/8" GWB, TYPE PER FINISH SCHEDULE COMPACTED FILL 3" RIGID INSULATION, TYPE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . [J I WALL CAVITY . . . . . . . . . . . . . . . . . . . . . . . . . . • 400S125 -18 STUDS @ 24" OC UNCONDITIONED METAL ROOF DECKING CONCRETE SLAB 41A - 5/8" GWB, TYPE PER FINISH SCHEDULE 400S125 -18 STUDS @ 24" OC UNLESS n a. °° a FLUID- APPLIED METHANE BARRIER 81 - - NOTED OTHERWISE ,,, ,�,�;;, r; y y ; SEE DRAWINGS ROOFING MEMBRANE ,T�TT �T�T�T' f� BATT INSULATION, TYPE 1B [2-1/2" STUDS: 3-3/41 [4" STUDS: 5-1/4'1 [6" STUDS: 7 -1/4 ] I SLOPE � COMPACTED FILL ROOF BOARD (FILL CAVITY) ••••••••••••••••••••••u•••••••••••• 60 - - - •••••••••••••••••••••••••••••••••••• 5/8" GWB, TYPE PER FINISH SCHEDULE UNCONDITIONED ELEVATED CONCRETE SLAB 41C — — I I I I I I I I I I I I I I I WALL CAVITY " 5" RIGID INSULATION, TYPE ELEVATED CONCRETE ROOF DECK d Q. a . 4 ° d . 4 ° 4 4 411!1 t�t�t�tjt�t A 400S125 -18 STUDS @ 24 OC r ROOF DECKING 4" BATT INSULATION, TYPE 1B [4 -5/8 "] UNCONDITIONED METAL OCCUPIED SPACE 5/8" GWB, TYPE PER FINISH SCHEDULE 42 2HR 61 INDICATES RC �RESILIENT CHANNEL SIDE 82 - - 61 — \ — FLOORING CONDITIONED 5/8" GWB, TYPE PER FINISH SCHEDULE SEE DRAWINGS ROOFING MEMBRANE BOARD ADHESIVE TOPPING / RESILIENT CHANNEL @ 24" OC 4005125 -18 STUDS @ 24" OC ELEVATED • T '; PT1J TTTF fl1 J] a. .. a. `/ I SLOPE ROOF 'PE 1 [6 -3/8"] ANSI /UL DESIGN NUMBER U 419 a a.. ° . . ° . ° . G ° a ° ��. CONCRETE SLA „ 1•••••••••••••••••••••••••••••••••••i •••••• ••••••••••••••••••••••••••••••. W W ` 4 BATT INSULATION, TYPE 1B 2 LAYERS 5/8" GWB, TYPE PER FINISH SCHEDULE I . . . 0 . ...... .. ..... . .... . i u ..u• umi "••••••••••••••••••••• •••••••' 5" RIGID INSULATION, TYf Imo UNCONDITIONED 2 -1/2" RIGID INSULATION, 5 DECKING 43A 2HR - 2 LAYERS 5/8" GWB, TYPE PER FINISH IMPALING PIN SCHEDULE f- FF i i TTTP�I METAL ROOF 70 - - UNCONDITIONED ELEVATED, [7 -3/4 "] ANSI /UL DESIGN NUMBER U415 SYSTEM F RESILIENT CHANNEL @ 24" OC POURED CONCRETE FLOOR ................................ ............................... ........... 90 - - METAL ROOFING �• . 1 �r� �— iifi � 600ES (SEE SHEET SO22) < .,, .g �° . -� STANDING SEAM BATT INSULATION, TYPE 1B (FILL CAVITY) " a UNCONDITIONED SEE DRAWINGS ROOFING CLIP @ 2' -0" OC 1 GWB, TYPE 5 I SLOPE "x6" 43B 2HR - 2 LAYERS 1/2" GWB, TYPE PER FINISH 6 14 GAUGE METAL = @ CLIPS METAL DECKING __ � _ _ SCHEDULE -••••••••••••••••••••••••••••••••••6= - 'IGID INSULATION, TYf - - .��w��o����w� [7,1 ANSI /UL DESIGN NUMBE 0438 F 7 7 7 = �_� �_ -- - ---._ REVIEWED FOR CODECOMPLIANCE ANCE APPROVED AUb 0 2010 City of Tukwila BUILDING DIVISION CONDITIONED FLOORING . . . . . . . A . METAL DECKING 1B ADHESIVE /TOPPING �iriv 600ES (SEE SHEET S022) R -25 BAIT INSULATION, (SCALEHOUSE ONLY) 01 S BATT INSULATION, TYPE 1 B ELEVATED CONCRETE SLA (FILL CAVITY) � ��i� ■ ■- ■ ■ ■ ■ ■- ■ ■;� ■ ■; R I t . ... �� .................... • min ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ •ru•••■ METAL DECKING 1" GWB, TYPE 5 PANELS, T 2 6" RIGID INSULATION, TYPE UNCONDITIONED 44A 44B - - - ' • - -► IMPALING PIN _ — _ ; :";, o • PLYWOOD SHEATHING, TYPE 1 - - _-- ____.-___�___ 400S125 -18 STUDS @ 24" OC 41& � BATT INSULATION, TYPE 1 B [4" STUDS: VARIES] UNCONDITIONED ELEVATED, POURED CONC FLOOR SEE DRAWINGS METAL SIDING FILL CAVITY ( ) -....................—........................--... ....- ...— .............-- ....... a . ° I 1 /2" PLYWOOD, TYPE 1 (44B) ���. . ., . • SLOPE 3/4" 25 GAUGE HAT CHANNELS @ 48" OC - - - -� P j � B ; lip 1 S i) i . 49 2HR - RECEIVED JUN 14 2010 METAL DECKING ��� SUSPENSION WIRE ROOF JOISTS IIILI E LI WA NI IM•� IP• N DRYWALL SUSPENSION SYSTEM [3 -1 /2 "] NER -258 1" GWB, TYPE 5 PERMIT CENTER 6" BATT INSULATION, TYPE 3 UNCONDITIONED - :::. -:::.- :::.::::::.- ::: :::.::::::..- .- :.- ::::::::. -::. , .............. r'r 24" � 212CH -18 STUDS @ 24 OC I 2 LAYERS 1/2" GWB, TYPE PER FINISH 5/8" GWB, TYPE PER FINISH SCHEDU E SCHEDULE U- O O U- 0 N I 0 w Q CL 0 U N 0 w Cr) w 0 U w m c N 0) V) N O E a O 0 6079 I DOUGLAS L. BRINLEY STATE OF WASHINGTON REGISTERED l ARCHITECT T DESIGNED C. CONWAY DRAWN J. PALMER 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 CC CC CC CC CHK'D DB DB DB DB 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 'MPG. 753 9th Avenue N Seattle, WA 98109 (206) 286 -1640 www.kpg.com 1117 Broadway Suite 501 Tacoma, WA 98402 (253) 627 -0720 SITE FACILITIES CONTRACT ARCHITECTURAL GENERAL WALL, FLOOR & ROOF TYPES SCHEDULE SHT. OR 320 C00405C09 DRAWING NUMBER: A013 619 O 0 N —J Z U- DOOR SCHEDULE NO. I TYPE TYPE W L SIZE I LOCATION i DOOR FRAME FIRE RATING (90 MIN.)( FIRE RATING (90 MIN.)I SECTION MATERIAL MATERIAL MATERIAL FINISH IHM TYPE HM TYPE SC WOOD wnNiwmv RUBBER 1NIVd (TRANSPARENT FACTORY GLAZING ELECTRIC HDW HM TYPE (STEEL ALUMINUM r 1NIVd FACTORY HARDWARE GROL add H BWdf 11IS SEE NOTES COMPACTOR LEVEL — ISO BUILDING D001 2 3070 STAIR C P • • P P • • 13 1 • 1/A171 2/A171 10/A172 1 D002 3 3070 PAIR STORAGE C10 P • • P • • 25 9 10/A171 1/A171 2/A171 10/A172 D203 D003 2 3070 ELECTRICAL CO5 P • P P • • 25 3 10/A171 1/A171 2/A171 10/A172 D204 D004 3 3070 PAIR ELECTRICAL CO5 P • P P • • 25 4 10/A17111/A17111/A172 1/A171 2/A171 10/A172 D205 D005 2 3670 ELEV MACHINE CO4 P • P P • • 25 5 • 3/A171 4/A171 10/A172 1 D006 2 3070 VESTIBULE CO3 P • • P • • 26 8 • 3/A171 4/A171 11/A172 1 D007 2 3070 STAIR A P • • • P • 13 • 3/A171 4/A171 11/A172 1 D008 2 3070 VESTIBULE CO3 P P • • P P • • 3 • 3/A171 4/A171 11/A172 1 D009 3 3070 PAIR MECHANICAL C06 P MECHANICAL 202 • • • P P • 2 1/A171 2/A171 10/A172 6/A172 D010 2 3070 UNISEX TOILET C07 P 3070 CUSTODIAL 208 • • P • 20 • 3/A171 4/A171 11/A172 10/A17111/A17111/A172 D011 2 3070 UNISEX TOILET CO8 E 6 3070 SUPERVISOR 209 • • E • P 12 3/A171 4/A171 11/A172 • DI - ►T r- ■ r I ■ O v .' g T " T -.--"--.- - ._ • • r I - v BREAK AREA 210 .---( - 7 T _ T 1 - T ; • EQUIPMENT LEVEL — TSO BUILDING D101 2 3070 UNISEX TOILET 110 E • • • 7/A172 8/A172 11/A172 E D213 2 • UNISEX TOILET 207 6 • 5/A171 6/A171 11/A172 2 D102 2 3070 RISER 105 E • • 10/A171 11/A17111/A172 E D214 2 • SERVER 206 7 • 5/A171 6/A171 10/A172 2 D103 4 3070 EXIT PASS 103 E • • 10/A17111/A17111/A172 • • E D215 6 • CONFERENCE 203 12 • 8/A171 9/A171 10/A172 • D104 2 3070 EXIT PASS 103 P • • 10/A171 11/A17112/A172 P D216 6 • CONFERENCE 203 13 • 5/A171 6/A171 10/A172 4 D105 4 3070 MULTI — PURPOSE 10. P • • 10/A17111/A17112/A172 P D217 6 • OFFICE 205 1 • 5/A171 6/A171 11/A172 • D106 2 3070 STAIR B P • • 10/A17111/A17112/A172 P D218 6 • OFFICE 204 1 • — — 11/A172 • D107 2 3070 UNISEX TOILET 104 P • • 10/A17111/A17112/A172 P D219 7 • HALL 219 6 • 10/A17111/A17111/A172 • D108 _ NOT USED P 28 — — — PENTHOUSE LEVEL — TSO BUILDING D301 2 3070 STAIR A E — — — D109 3 3070 PAIR MULTI 102 • • 1/A372 • 4/Al29 D302 P STAIR A E • 21 • 1/A172 2/A172 9/A172 D110 4 3070 PAIR MULTI 102 P 1101 2 1 /A372 • 4/Al29 • D401 P PROCESSING 401 • 22 • 10/A17111/A171 • 9/A172 D111 3 3070 PAIR HPU 107 P 19 3/A172 • 6/A173 D402 5 8090 P • • 16 • 5/A171 6/A171 9/A172 1 D112 1 3070 PAIR VESTIBULE 101 19 to 4/A172 6/A173 • • • E • • 18 — — 11/A172 9 D113 2 3070 STAIR A P _3/A172 4/A172 10/A172 • SCALE FACILITY — SCALEHOUSE D501 4 3070 P E • 1 • 5/A171 6/A171 10/A172 1 D114 2 3070 VESTIBULE 101 P 1/A371 4/A371 • D502 4 3070 P E • 7 • 5/A171 6/A171 10/A172 1 D115 3 3070 PAIR HPU 107 P 1/A371 4/A371 • D503 2 3070 P • • 16 • 5/A171 6/A171 10/A172 1 D116 2 3070 EPSS P 2/A371 5/A371 • D504 2 3070 P • • 5 • 5/A171 6/A171 10/A172 1 D117 2 3070 UNISEX TOILET 116 E 2/A371 5/A371 • D505 2 2670 PAIR E • • 20 • 8/A171 9/A171 11/A172 P D118 4 3070 EXIT PASS 119 E 2/A371 5/A371 • D506 2 • E • • 31 • 8/A171 9/A171 10/A172 P D119 5 19' -6 "x13' -0" LOADING 109 15 2/A371 • 9/A172 • 4 3070 HALL 503 • • 19 2/A173 5/A173 6/A173 E D120 3 3070 PAIR DUST COLLECT 108 P 1/A371 4/A371 • D508 2 • P E • 32 12/A171 13/A17110/A172 E D121 2 3070 LOADING 109 E 1/A371 4/A371 • • D'S - " - TA - '0' 1 'AI■ v A CA 'A E • • 7 5/A171 6/A171 10/A172 1 D122 2 3070 MECHANICAL 118 P - A 1 h I' • D510 2 2620 SOUTH EXTERIOR E P • 5 5/A171 6/A171 10/A172 1 D123 2 3070 LOADING 109 P 4/A371 15/A371 • 2620 SOUTH EXTERIOR E P • • 7 5/A171 6/A171 10/A172 1 •• ■ . ■ ■ ■ 14/A371 4/A371 D151 4 3070 SELF —HAUL 118 E 4 3070 WARMING 602 E • • E • • 1 • 3/A172 4/A172 10/A172 2 A402 D152 5 14' -0 "x15' -0" SELF —HAUL 118 2 3070 STORAGE 603 E • • E • 19 1/A173 3/A173 6/A173 3 D153 5 14' -0 "x15' -0" SELF —HAUL 118 • • • • 19 1/A173 3/A173 6/A173 3 D154 NOT USED D155 2 3070 STAIR C E • E • 1 1/A172 2/A172 10/A172 7 D156 4 3070 SELF —HAUL 118 E • • E • 1 3/A172 4/A172 10/A172 D157 3 3070 PAIR STORAGE 113 E • E • 2 1/A172 2/A172 10/A172 7 D158 2 3070 N RISER ROOM 114 E • E • 5 1/A172 2/A172 10/A172 7 D159 2 3070 ELEC CLOSET 115 E • E • 5 1/A172 2/A172 10/A172 7 D160 4 3070 TIPPING 112 E • • E • 24 3/A172 4/A172 10/A172 D161 5 30' -0 "x15' -0" TIPPING 112 • • • • 19 1/A173 3/A173 6/A173 3 D162 4 3070 RECEIVING 111 E • • E • 24 3/A172 4/A172 10/A172 D163 5 30' -0 "x16' —O" RECEIVING 111 • • • • 19 1/A173 3/A173 6/A173 D164 5 18' -0 "x16' -0" RECEIVING 111 • • • • 19 1/A173 3/A173 6/A173 3 D165 4 _ 3070 RECEIVING 111 E • • _ E • 7 _3/A172 4/A172 10/A172 DOOR SCHEDULE NO. TYPE NOMINAL SIZE W x H LOCATION DOOR FRAME FIRE RATING (90 MIN.)( DETAIL /SECTION MATERIAL FINISH MATERIAL FINISH IHM TYPE ISC WOOD Wf1NIWf1lV RUBBER INIVd TRANSPARENT FACTORY GLAZING ELECTRIC HDW HM TYPE (STEEL wnNiwmv 1NIVd FACTORY HARDWARE GROL GV H 11IS SEE NOTES TSO LEVEL — TSO BUILDING D201 2 3070 STAIR B P • P • 13 • 5/A171 6/A171 11/A172 1 D202 2 3070 M TOILET 213 • • P • 25 10/A171 11/A17111/A172 D203 2 3070 M LOCKER 216 • • P • 25 10/A171 11/A171 9/A172 D204 2 3070 W TOILET 212 • • P • 25 10/A17111/A17111/A172 D205 2 3070 W LOCKER 214 • • P • 25 10/A17111/A171 9/A172 D206 3 3070 PAIR HALL 219 • • P • 26 1/A172 2/A172 9/A172 D207 4 3070 COPY /VENDING 211 • • P • 15 10/A17111/A171 9/A172 D208 2 3070 STAIR A P • P • 13 • 5/A171 6/A171 11/A172 1 D209 2 3070 MECHANICAL 202 • • P • 10 5/A172 6/A172 11/A172 D210 2 3070 CUSTODIAL 208 • • P • 10 10/A17111/A17111/A172 D211 6 3070 SUPERVISOR 209 • • P • 11 10/A17111/A17112/A172 D212 4 3070 BREAK AREA 210 • • P • 13 • 7/A172 8/A172 11/A172 8 D213 2 3070 UNISEX TOILET 207 • • P • 27 10/A171 11/A17111/A172 D214 2 3070 SERVER 206 • • P • 10 10/A17111/A17111/A172 D215 6 3070 PAIR CONFERENCE 203 • • P • 17 10/A171 11/A17112/A172 D216 6 3070 CONFERENCE 203 • • P • 14 10/A17111/A17112/A172 D217 6 3070 OFFICE 205 • • P • 11 10/A17111/A17112/A172 D218 6 3070 OFFICE 204 • • P • 11 10/A17111/A17112/A172 D219 7 5090 HALL 219 • • _ P 28 — — — PENTHOUSE LEVEL — TSO BUILDING D301 2 3070 STAIR A E • E • 1/A372 4/A372 4/Al29 D302 3 4070 PAIR STAIR A E • E • 1101 2 1 /A372 4/A372 4/Al29 NORTH PROCESSING AREA — TRANSFER BUILDING D401 5 8090 PROCESSING 401 • • • • 19 3/A172 4/A172 6/A173 D402 5 8090 PROCESSING 401 • • • • 19 3/A172 4/A172 6/A173 D403 4 3070 PROCESSING 401 E • • E • 7 _3/A172 4/A172 10/A172 SCALE FACILITY — SCALEHOUSE D501 4 3070 CONTROL 501 E • • E • 29 1/A371 4/A371 6/A371 D502 4 3070 CONTROL 501 E • • E • 29 1/A371 4/A371 6/A371 D503 2 3070 TOILET 504 • • P • 27 2/A371 5/A371 9/A172 D504 2 3070 SERVER CLOSET 505 • • P • 10 2/A371 5/A371 9/A172 D505 2 2670 PAIR SERVER CLOSET 505 • • P • 30 2/A371 5/A371 9/A172 D506 2 3070 STORAGE 506 • • P • 15 2/A371 5/A371 9/A172 D507 4 3070 HALL 503 E • • E • 29 1/A371 4/A371 7/A371 D508 2 2670 PAIR ELECTRICAL 507 E • E • 2 1/A371 4/A371 7/A371 • D'S - " - TA - '0' 1 'AI■ v A CA 'A • • - A 1 h I' D510 2 2620 SOUTH EXTERIOR E • E • 33 14/A371 4/A371 15/A371 D511 2 2620 SOUTH EXTERIOR E • E • 33 14/A371 4/A371 15/A371 R _CY— D601 LI �G B LD — — — — — — — — — — — — — — — — — — - - — — — — — — ■ — Al, — 4 3070 WARMING 602 E • • E • 29 2 A402 3 A402 1 A402 D602 2 3070 STORAGE 603 E • E • 5 4/A402 5/A402 1/A402 GLAZING UNITS W TYPE 1 STOREFRONT FRAME DOUGLAS L. BRINLEY STATE OF WASHINGTON TYPE 2 DESIGNED C. CONWAY DRAWN J. PALMER 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 CC CC CC CC CHK'D W DB DB DB DB APP'D TYPE 3 W HM FRAME REMOVABLE STYLE WHERE OCCURS W TYPE 3A 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 HM FRAME W TYPE 4 ` GLAZING UNIT HM FRAME La King County Department of Natural Resources and Parks Solid Waste Division W TYPE 5 \OTES: FULLY ENCLOSED OPERATOR & COIL OH RUBBER DOOR W/ FULL WEATHER— SEALS KPG 753 9th Avenue N Seattle, WA 98109 (206) 286 -1640 www.kpg.com 1117 Broadway Suite 501 Tacoma, WA 98402 (253) 627 -0720 1. GROUT DOOR FRAME SOLID. 2. FOR DETAIL OF LOWER PART OF JAMB, SEE 7/A171. 3. FOR DETAIL OF LOWER PART OF JAMB, SEE 4/A173. 4. PAIR DOORS ARE MADE UP OF A 3070 DOOR AND A 2070 DOOR WITH A REMOVABLE STYLE. 5. NOT USED 6. NO EXTERIOR HANDLE OR PULL HARDWARE ON THESE DOORS. 7. FOR DETAIL OF LOWER PART OF JAMB, SEE 2/A171. 8. FIRE — RESISTANT GLAZED ASSEMBLY PER SECTION 08 8800. 9. ALUMINUM STILE — AND —RAIL DOOR ASSEMBLY AS SPECIFIED IN SECTION 08 1116. Dul 8" 8' RESIN INFILL PANEL REVIEWED FOR CODE COMPLIANCE APPROVED A(L 2 02010 City of Tukwila BUILDING DIVISION 3 -0" 3' -0" TYPE 6 PAIR, SEE DOOR SCHEDULE 8" BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT ARCHITECTURAL GENERAL DOOR TYPES & SCHEDULE 5 -0" • • TYPE 7 RECEIVED JUN 14 2010 ERMIT CENTER METAL DOOR MULLION PROJECT NUMBER: RESIN PANEL INFILL PULL HANDLE C00405009 SHT. 321 OF: DRAWING NUMBER: A014 619 ai a) a) C,) w 0 LL U 0 U- 0 w Cn C!) J Z L- WINDOW/SKYLIGHT SCHEDULE PLAN NOMINAL SIZE W x H LOCATION SILL HT AFF TYPE AND SPECIFICATION REFERENCE GLAZING DETAIL/SECTION U -VALUE NOTES NO. CURTAIN WALL 08 4413 (FIXED ALUMINUM 08 5113 FIRE - RESISTANT 08 8800 (MOTORIZED SERVICE 09 5659 (TRANS SKYLIGHT 08 4500 TUBULAR SKYLIGHT 08 6253 INSULATED NON- INSULATED HEAD (OR SKYLIGHT RIDGE) BWVf SILL (OR SKYLIGHT END -WALL) COMPACTOR LEVEL — ISO BUILDING 001 A151 5'-8" x 5'-4" BREAK C09 3'-8" • • 5/A174 3/A174 1/A174 0.29 JAMB CONDITION TO DOOR PER STOREFRONT MANUFACTURER 002 A151 8'-4 1/2" x 5'-4" BREAK CO9 3'-8" • • 6/A174 3/A174 1/A174 0.29 FOR CORNER JAMB DETAIL, SEE 2/A174 003 A151 11'-9" x 5'-4" BREAK CO9 3'-8" • • 6/A174 2/A174 1/A174 0.29 : e ; 7) • e 4- 4 1 2 ' e A • I • t li., . It. A A . 4. EQUIPMENT LEVEL — TSO BUILDING 101 I A/A1031 9' l'' x 9'-4" ' VESTIBULE 101 • I 12/A174 7/A174 8/A175 0.29 FOR SECONDARY JAMB DETAIL, SEE 8/A174 102 A/A103 29'—O" x 9'-4" 11 ' MULTI 102 — 0. • I 12/A174 8/A174 8/A175 0.29 FOR SECONDARY JAMB DETAIL, SEE 9/A174 . . " ■. : . 201 A/A104 11'-6" x 8'-10" OFFICE 204 — • • 12/A174 9/A174 2/A175 0.29 202 A/A104 26'-1" 8'-10" CONFERENCE 203 — • • 12/A174 9/A174 2/A175 0.29 FOR CORNER JAMB DETAIL, SEE 3/A175 ' 20' A10 ' 3 x 8"-1i" 0 EI'N .. . 03 ' • ' ' ' '2'Al '4 - '7 " 2 Al 5 0. 9 'OR CO' "R A g 10 T L, S A 204 A/A104 9'-1" x 8'-10" LOBBY 201 — • 2/A174 8/A174 2/A175 0.29 FOR SECONDARY JAMB DETAIL, SEE 9/A174 205 A/A104 29'-0" x 8'-10" HALL 219 — • 2/A174 8/A174 2/A175 0.29 FOR SECONDARY JAMB DETAIL, SEE 9/A174 0. 207 1 A 0 I'-11 4'— 1 PR A K 10 , 2' —1.' , „ „ . „ „ , ... . A7 4 A1,5 O. A/A104 17'-5" x 4'-5" SUPERVISOR 209 2'-10" • • 7/A175 5/A175 4/A175 0.3 SCALE FACILITY — SCALEHOUSE 501 A/A301 13'-8"x3'-6" CONTROL 501 3'-8" s . 3/A372 5/A372 6/A372 0.29 502 A/A301 4'-4"x4'-10" CONTROL 501 2'-10" • • 1/A372 4/A372 2/A372 0.29 503 A/A301 1'-4"x3'-6" CONTROL 501 3'-8" • • 3/A372 5/A372 6/A372 0.29 504 A/A301 1'-4"x3'-6" CONTROL 501 3'-8" • • 3/A372 5/A372 6/A372 0.29 505 A/A301 4'-4"x4'-10" CONTROL 501 2'-10" • • 1/A372 4/A372 2/A372 0.29 506 A/A301 2'-0"x3'-8" BREAK AREA 502 3'-6" • • 3/A372 5/A372 6/A372 0.29 507 A/A301 3'-0"x3'-0" HALL 503 4'-2" • • 3/A372 5/A372 6/A372 0.29 508 A/A301 3'-0"x3'-0" HALL 503 4'-2" • • 3/A372 5/A372 6/A372 0.29 509 A/A301 3'-0"x3'-0" HALL 503 4'-2" • • 3/A372 5/A372 6/A372 0.29 510 A/A301 3'-0"x3'-0" HALL 503 4'-2" • • 3/A372 5/A372 6/A372 0.29 RECYCLING BUILDING 601 I A/A4011 3'-0"x5 WARMING 602 I 3'— 4" I • I • 111/A17510/A175 9/A175 029 602 1 A/A4011 3'-0"x5'-0" WARMING 602 I 3'-4" I • 1 • 111/A17510/A175 9/A17510.291 SKYLIGHTS SK1 A105 10'-0"x114'-10" TRANSFER ROOF • • 8/A191 1/A191 1/A192 — SK2 A105 1C-0"x 1 41'-8" TRANSFER ROOF • • 8/A191 1/A191 1/A192 — SK3 A105 1C-0"x 1 68'-0" TRANSFER ROOF • • 8/A191 1/A191 1/A192 — SK4 A105 10'-0"x168'-0" TRANSFER ROOF • • 8/A191 1/A191 1/A192 — SK5 A105 1C-0"x 1 68'-0" TRANSFER ROOF • • 8/A191 1/A191 1/A192 — SK6 A105 10'-0"x168'-0" TRANSFER ROOF • • 8/A191 1/A191 1/A192 — SK7 A105 10'-0"x168'-0" TRANSFER ROOF • • 8/A191 1/A191 1/A192 — SK8 A106 8'-0"x35'-5" TSO ROOF • • 8/A191 2/A191 2/A192 — SK9 A106 8'-0"x35'-5" TSO ROOF • • 8/A191 2/A191 2/A192 — SK10 A106 6'-6"x31'-2" SELF—HAUL ROOF • • 9/A191 3/A191 1/A192 — SK11 A106 6'-6"x3 1' —2" SELF—HAUL ROOF • • 9/A191 3/A191 1/A192 _ SK12 A202 6'-6"x36'-4" PROCESSING ROOF — • • 9/A191 4/A191 1/A192 _ SK13 A202 6'-6"x36'-4" PROCESSING ROOF — • • 9/A191 4/A191 1/A192 _ SK14 A202 6'-6"x36'-4" PROCESSING ROOF — • • 9/A191 4/A191 1/A192 _ SK20 A106 21" DIA ISO ROOF • 6/A192 _ SK21 A106 21" DIA TSO ROOF • 6/A192 _ SK22 A106 21" DIA TSO ROOF • 6/A192 _ SK23 A106 21" DIA TSO ROOF • 6/A192 _ SK24 A106 21" DIA TSO ROOF • 6/A192 _ SK25 A106 21" DIA TSO ROOF • b/A192 _ SK26 A106 21" DIA TSO ROOF • 5/A192 _ SK27 A106 21" DIA TSO ROOF • 6/A192 _ SK28 A106 21" DIA TSO ROOF • //A192 _ SK29 A106 21" DIA ISO ROOF • 7/A192 _ SK30 A106 21" DIA TSO ROOF • 7/A192 _ SK31 A106 21" DIA TSO ROOF • 7/A192 _ SK32 A106 21" DIA TSO ROOF • 7/A192 _ C Cr REGISTERED ARCH TECT 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 C B A REV 6/10/10 1/8/10 1/8/10 7/31/09 DATE CC CC CC CC CHK'D DB DB DB DB 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 REVIEWED FOR CODE COMPLIANCE APPROVED AUb 2 0 2010 City ot Tukwila BUILDING DIVISION 753 9th 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 WINDOW TYPES & SCHEDULE RECEIVED JUN 1 4 2010 PERMIT CENTER PROJECT NUMBER: C00405C09 SHT. 322 OF: DRAWING NUMBER: A015 619 cD bJ U 0_ uJ F- uJ U LU cD t E ai = 1) C C C/) a U- 0 0 0 u_ a UJ cf) C') z OPENING SCHEDULE FROM — TO N0. NOMINAL SIZE LOCATION DETAIL /SECTION DESCRIPTION NOTES PENET TYPE Li a_ w w Cl_ w _ o w Li J -I ----,--r. < 0- Q F- o o < = 00 < a J �n REVIEW CODECOMPLIANCE APPROVED AUG 2 C F O R 2010 COMPACTOR LEVEL — TSO BUILDING CONTINUED GI/Of IUKWIIa C01 —006 40 4" DIA WALL M114A RAINWATER SUCTION LINE SIZE INDICATED IS NOMINAL PIPE DIAMETER 1-1/4" TEPID WATER BUIWiNG MOO PIPE 41 8" DIA WALL M114 SOIL WASTE LINE SIZE INDICATED IS NOMINAL PIPE DIAMETER 4" NPW INSULATED PIPE 42 8" DIA WALL M114 SOIL WASTE CLEANOUT SIZE INDICATED IS NOMINAL PIPE DIAMETER 4" NPW INSULATED PIPE 48 24" DIA WALL M115 BACKWATER VALVE CLEANOUT SIZE INDICATED IS NOMINAL PIPE DIAMETER 24" ROUND EXHAUST DUCT C06 SPACE ABOVE RESTROOMS /BREAK ROOM 49 13 "x13" WALL E/M117 M115 BASKET DRAIN BD -1 9 "x9" — 2" LINED SUPPLY DUCT SIZE INDICATED IS NOMINAL DUCT SIZE 54 24" DIA WALL M115 LEACHATE WASTE CLEANOUT SIZE INDICATED IS NOMINAL PIPE DIAMETER 24" ROUND EXHAUST DUCT C06 SPACE ABOVE RESTROOMS /BREAK ROOM C01 —007 30 24" DIA WALL M115 BOOT WASH 41 12 "x24" FLOOR 60 5" DIA CEILING E106 BASKET DRAIN BD -1 42 HPU FEEDER — 3 ", P008 61 5" DIA CEILING E106 COMPACTOR BAY VAULT NO. 1 43 HPU FEEDER — 3 ", P009 62 5" DIA CEILING E106 LEACHATE WASTE CLEANOUT 44 HPU FEEDER — 3 ", P010 63 5" DIA CEILING E106 COMPACTOR BAY VAULT NO. 2 45 HPU FEEDER — 3 ", P011 C01 —008 31 24" DIA WALL M115 BASKET DRAIN BD -1 46 4" DIA FLOOR C01 -108 60 4" DIA CEILING E106 SIZE INDICATED IS NOMINAL PIPE DIAMETER 47 4" DIA FLOOR 2" FEEDER TO DUST COLLECTOR DISC. SW — P015 C01 -109 60 4" DIA CEILING BACKWATER VALVE CLEANOUT E106 48 6" DIA FLOOR M111 FEEDER TO 2T1 — 2 -1/2 ", P028 C01 -111 01 6'x10' CEILING SIZE INDICATED IS NOMINAL PIPE DIAMETER 49 6" DIA FLOOR M111 02 6'x10' CEILING SIZE INDICATED IS NOMINAL PIPE DIAMETER 50 SEE DETAIL FLOOR M111 F/M117 CO1A —SUF 30 4" DIA FLOOR 51 M111 M111 D/M117 METHANE VENT SIZE INDICATED IS NOMINAL PIPE DIAMETER 31 4" DIA FLOOR 52 M111 M111 3/M109 LEACHATE WASTE SIZE INDICATED IS NOMINAL PIPE DIAMETER 32 12 "x24" FLOOR 53 M111 M111 BASKET DRAIN BD -1 33 4" DIA FLOOR 54 M111 M111 LEACHATE WASTE CLEANOUT SIZE INDICATED IS NOMINAL PIPE DIAMETER CO1A —SUW 42 14" DIA WALL 55 M112A M112 10" FIRE SPRINKLER VERIFY SIZE WITH SPRINKLER CONTRACTOR 43 4" DIA WALL C01 —ELEV M112A 6 "x6" WALL M113 4" DOMESTIC WATER SERVICE SIZE INDICATED IS NOMINAL PIPE DIAMETER 44 6" DIA WALL SIZE INDICATED IS NOMINAL DUCT SIZE M112A 32 6 "x6" WALL M113 6" RAINWATER SUCTION LINE SIZE INDICATED IS NOMINAL PIPE DIAMETER 60 4" DIA WALL 16' -0" E101 C01 —004 31 6 "x6" WALL FEEDER TO 4N1 — 2 ", P032 61 4" DIA WALL 16' -0" E101 56 4" DIA CEILING TELECOMM TO E115 — 2 ", T331 62 4" DIA WALL 16' -0" E101 UNISEX TOILET 104 PLUMBING CHASE C01 —0O5 > > > 30 6 "x6" WALL TELECOMM TO E115 — 2 ", T331 CO1A —STC 36 8" DIA WALL M121 SIZE INDICATED IS NOMINAL DUCT SIZE 57 4" DIA CEILING 4" NPW INSULATED PIPE 37 42 "x24" WALL M113 SIZE INDICATED IS NOMINAL PIPE DIAMETER 58 4" DIA CEILING DUCT SIZE INDICATED IS NOMINAL DUCT SIZE CO1A -105 36 6" DIA CEILING 4" FLOOR DRAIN M112A 60 5" DIA WALL 22' -0" E050 6" HUB DRAIN SIZE INDICATED IS DRAIN PIPE SIZE 37 8" DIA CEILING M112A 61 5" DIA WALL 22' -0" E050 4" DOMESTIC WATER SERVICE INSULATED PIPE 38 6" DIA CEILING M112A 62 5" DIA WALL 22' -0" E050 3" NPW INSULATED PIPE 39 4" DIA CEILING M112A 63 5" DIA WALL 22' -0" E050 FLOOR DRAIN SIZE INDICATED IS DRAIN PIPE SIZE 40 14" DIA CEILING M112A 64 16 "x4" WALL 18' -0" E050 10" FIRE SPRINKLER RISER VERIFY SIZE WITH SPRINKLER CONTRACTOR 41 8" DIA CEILING M112A 65 16 "x4" WALL 14' -0" E105 4" NPW INSULATED PIPE CO1A -120 01 18" DIA CEILING BRANCH CIRCUIT AND TELECOMM CONDUIT BLOCK —OUT 66 4" DIA WALL 16' -0" E050 MANHOLE SIZE INDICATED IS MANHOLE SIZE 34 4" DIA CEILING FEEDER TO 4N1 — 2 ", P032 M103 4" DIA WALL 16' -0" E050 FLOOR DRAIN SIZE INDICATED IS DRAIN PIPE SIZE 35 4" DIA CEILING TELECOMM TO E115 — 2 ", T331 M103 4" DIA WALL 16' -0" E050 METHANE VENT SIZE INDICATED IS NOMINAL PIPE DIAMETER CO2 —SUF 30 12 "x24" FLOOR _ 69 M111 E/M117 „ , BASKET DRAIN BD -1 31 SEE DETAIL FLOOR 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' -0" E050 E049 ELECTRICAL SERVICE ENTRANCE CONDUIT, 4 ", P001 63 6" DIA WALL 13' -0" E050 E049 ELECTRICAL SERVICE ENTRANCE CONDUIT, 4 ", P001 64 6" DIA WALL 13' -0" E050 E049 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 EO49 ELECTRICAL SERVICE ENTRANCE CONDUIT, 4 ", P001 67 6" DIA WALL 12' —O" EO50 EO49 TELECOMM SERVICE ENTRANCE CONDUIT, 4" 68 6" DIA WALL 12' -0" E050 E049 TELECOMM SERVICE ENTRANCE CONDUIT, 4" 69 6" DIA WALL 12' -0" E050 E049 * 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" E050 E049 TELECOMM CONDUIT, 4" — FUTURE MAINTENCE, T328 74 6" DIA WALL 12' -0" E050 E049 J 14 20 ' 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 A NOMINAL SIZE LOCATION DETAIL /SECTION DESCRIPTION NOTES PENET TYPE HEIGHT AFF PLAN /ELEVATION DETAIL GVJH 8WVf 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 M 111 E/M117 BASKET DRAIN BD -1 39 4" DIA FLOOR M111 LEACHATE WASTE CLEANOUT SIZE INDICATED IS NOMINAL PIPE DIAMETER 40 SEE DETAIL FLOOR M 111 3/M109 BOOT WASH 41 12 "x24" FLOOR M 111 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 —0O3 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 > > > 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 ,WALL _16., EO„50 „ „ , FEEDER TO 2T1 — 2-1/2", P028 N <EY TO OPE\ \G SC 1. OPENING SCHEDULE IS PROVIDED AS A CONVENIENCE TO ASSIST IN COORDINATION OF THE WORK OF TRADES. CONTRACTOR IS RESPONSIBLE FOR VERIFYING HL I HER LISTED ON THE OPENING SCHEDULE OR NOT. 2. LOCATION OF PENETRATION SHALL BE REVIEWED IN THE FIELD 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 NUMBER AS DESCRIBED BELOW: A. ON THE OPENING SCHEDULE, THE LOWER NUMBERED ROOM OR SPACE IS LISTED FIRST. FOR VERTICAL PENETRATIONS, ROL..- OR - ... - -- 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 ED U LE: REGISTERED ARCHITECT /lam n DOUGLAS L. BRINLEY STATE OF WASHINGTON DESIGNED DRAWN C. CONWAY J. PALMER 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 CC CC CC CC CHK'D DB DB DB DB 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 vv 1 v v King County Department of Natural Resources and Parks Solid Waste Division KPG 753 9th 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. 323 C00405C09 OF: DRAWING NUMBER: A016 619 0 v, cn LL OPENING SCHEDULE NOMINAL SIZE LOCATION W 0 F- W W a_ DETAIL /SECTION J w W J Cn DESCRIPTION FROM — TO CO5 -102 C06 -116 COMPACTOR LEVEL — TSO BUILDING CONTINUED FROM A016 " RAINWATER SUCTION PIPE SUPPLY DIFFUSER TO C07 EXHAUST GRILLE FROM C07 SUPPLY DIFFUSER TO C08 EXHAUST GRILLE FROM CO8 RETURN GRILLE FROM C09 SUPPLY DIFFUSER TO C09 CO5 -105 C06 —SUF C06 —007 C06 —008 C06 —CO9 111 —EXW 111 —EXR 111 -112 62 63 60 30 31 32 33 34 35 36 37 38 31 32 31 32 30 31 46 43 44 46 32 35 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 01 02 03 04 05 06 6" DIA " 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 X06 -118 ,C07 —SUF C07 /C08 —SUF C08 —SUF STC -120 ELEV —SUW —SUF LEVEL 1 111 —SUF 111 —SUW 50 12" DIA 51 36" DIA 30 2" DIA 30 4" DIA 31 4" DIA 30 2" DIA 38 42 "x24" 39 8" DIA 31 2" DIA — TRANSFER, NORTH & 30 SEE DWG 31 4" DIA 32 4" DIA 33 4" DIA 34 SEE DETAIL 30 8" DIA 31 16" DIA CEILING M115 CEILING M115 FLOOR M114 FLOOR Mill FLOOR M111 FLOOR M114 CEILING M103 CEILING M121 WALL M112 SOUTH PROCESSING FLOOR FLOOR FLOOR FLOOR FLOOR WALL WALL M102 M102 M102 M102 M111 M172 M172 M172 M103 M105 M105 M105 M105 M105 M105 M105 M105 M105 M105 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 4" DIA 4" DIA 3'x1' 3'x1' 3'x1' 3'x1' 3'x1' 3'x1' CEILING CEILING CEILING FLOOR FLOOR FLOOR FLOOR FLOOR FLOOR FLOOR FLOOR FLOOR CEILING CEILING CEILING CEILING CEILING CEILING CEILING CEILING CEILING CEILING WALL WALL CEILING CEILING CEILING CEILING CEILING CEILING CEILING CEILING CEILING CEILING CEILING CEILING CEILING CEILING CEILING CEILING CEILING CEILING CEILING WALL WALL WALL WALL WALL WALL DESIGNED DRAWN E050 E049 E050 E049 E050 E049 M114A '3/M114A M114A M114A M114A M114A D /M114A M114A M114A M114A M114A M115 M115 M115 M115 M115 M115 M114 M114 M115 M114 M105 M105 M105 M105 M105 M105 M105 M105 M105 S138 S138 S138 S138 S138 S138 S. FISCHER J. PALMER 3/M109 M138 M138 1/S145 1 1/S145 1/S145 1/S145 1/S145 6079 REGISTERED ARCS E/ DOUGLAS L. BRINLEY STATE OF WASHINGTON 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 CC CC CC CC CHK'D HEATING WATER /CONDUT CARRIER FLOOR DRAIN FLOOR SINK FLOOR SINK COMPREESED AIR /CONDUT CARRIER 4" VENT PIPE 4" VENT PIPE " RAINWATER SUCTION PIPE FLOOR DRAIN CO6 (ABOVE CO9) 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 TRENCH DRAIN METHANE VENT METHANE VENT METHANE VENT BOOT WASH TIRE WASH WATER SUPPLY TIRE WASH DRAIN DB DB DB DB APP'D 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 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 DUCT SIZE SIZE INDICATED IS DRAIN PIPE SIZE PLUMBING CHASE BETWEEN C07 (Sc C08 PLUMBING CHASE BETWEEN CO7 & C09 SIZE INDICATED IS DRAIN PIPE SIZE SIZE INDICATED IS NOMINAL DUCT SIZE INSULATED PIPE SUB —GRADE WALL UP THROUGH FLOOR — BLOAT SEE DETAILS A /M102 & B /M102 SIZE INDICATED IS NOMINAL PIPE DIAMETER SIZE INDICATED IS NOMINAL PIPE DIAMETER SIZE INDICATED IS NOMINAL PIPE DIAMETER SIZE INDICATED IS PIPE DIAMETER SIZE INDICATED IS DRAIN PIPE 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 REVIEWED FO CODE COMPLIANC A ppPnvED Aut 2 0 2010 120 —EXW Cky of Tukwila 120 —EXR BUILDING DIVISO -01 -SUF 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 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 EXHAUST INLET EXHAUST INLET EXHAUST INLET EXHAUST INLET 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 DUST COLLECTION INTAKE SIZE INDICATED IS NOMINAL DUCT SIZE SIZE INDICATED IS NOMINAL DUCT SIZE 4" METHANE VENT THRU ROOF 4" METHANE VENT THRU ROOF 4" METHANE VENT THRU ROOF SCUPPER SCUPPER SCUPPER SCUPPER SCUPPER SCUPPER SIZE INDICATED IS NOMINAL PIPE DIAMETER SIZE INDICATED IS NOMINAL PIPE DIAMETER SIZE INDICATED IS NOMINAL PIPE DIAMETER OPENING SCHEDULE King County Department of Natural Resources and Parks Solid Waste Division FROM — TO NOMINAL SIZE LOCATION DETAIL /SECTION DESCRIPTION NOTES W 0 I— W z W 0 U- U- F- CD w J I— LL! W 1 (e LEVEL 1 — TRANSFER, NORTH & SOUTH PROCESSING CONTINUED 111 -112 07 3'x1' WALL S138 1/S145 30 31 32 30 30 34 30 31 32 33 34 32 30 31 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 FLOOR FLOOR FLOOR WALL WALL CEILING FLOOR FLOOR FLOOR FLOOR FLOOR WALL CEILING CEILING M101 M101 M101 M108 M104 M105 M101 M101 M1 M102 M102 M108 M105 M105 6/A176 8/A176 7/A176 CLEANOUT HUB DRAIN FLOOR DRAIN INTAKE LOUVER INTAKE LOUVER 4" METHANE VENT THRU ROOF BACKWATER VALVE CLEANOUT CLEANOUT METHANE VENT FLOOR DRAIN METHANE VENT EF—T1 1 EXHAUST LOUVER 4" METHANE VENT THRU ROOF 4" METHANE VENT THRU ROOF E15 —SUF 115 —EXW 33 10" DIA FLOOR M193 112 -115 30 12 "x6" WALL M108 08 3'x1' WALL S138 1/S145 09 3'x1' WALL S138 1/S145 10 3'x1' WALL S138 1/S145 11 3'x1' WALL S138 1/S145 12 3'x1' WALL S138 1/S145 112 —SUF 30 4" DIA FLOOR M101 31 4" DIA FLOOR M101 32 4" DIA FLOOR M101 33 4" DIA FLOOR M101 112 —EXW 34 4" DIA FLOOR M103 112 —EXR 30 4" DIA CEILING M105 31 4" DIA CEILING M105 32 4" DIA CEILING M105 33 4" DIA CEILING M105 112 -114 30 8" DIA CEILING M194 31 8" DIA CEILING M194 32 8" DIA CEILING M194 114 —SUF 30 6" DIA FLOOR M101 31 3" DIA FLOOR M101 32 3" DIA FLOOR M101 401 —EXW 401 —EXR EQUIPMENT LEVEL — TSO BUILDING 101 101 -102 101 -109 102 -103 102 -106 102 -212 102 -213 102 -215 103 103 -104 103 -105 103 -217 SUPPLY DUCT SEVEN (7) RACKED PIPES SIZE INDICATED IS NOMINAL DUCT SIZE SUPPORTED ON COMMON TRAPEZE SUPPORT 30 34 35 36 30 31 SEVEN (7) RACKED PIPES 4" SOIL WASTE SUPPORTED ON COMMON TRAPEZE SUPPORT 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 "x 1 6" 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 WALL WALL WALL WALL WALL WALL WALL WALL WALL WALL WALL WALL CEILING CEILING CEILING CEILING CEILING WALL WALL WALL WALL WALL WALL CEILING CEILING El 08 El 08 El 08 El 08 M123 M122 M122 M124 7539th Avenue N Seattle, WA 98109 www.kpg.com E049 ICIP 1117 Broadway Suite 501 Tacoma, WA 98402 CEILING CEILING CONTINUED ON A017A — SCUPPER EF—T10 EXHAUST WALL CAP SIZE INDICATED IS NOMINAL WALL CAP SIZE — SCUPPER — SCUPPER — SCUPPER — SCUPPER — SCUPPER METHANE VENT SIZE INDICATED IS NOMINAL PIPE DIAMETER METHANE VENT SIZE INDICATED IS NOMINAL PIPE DIAMETER METHANE VENT SIZE INDICATED IS NOMINAL PIPE DIAMETER 4" METHANE VENT THRU ROOF SIZE INDICATED IS NOMINAL PIPE DIAMETER 4" METHANE VENT THRU ROOF SIZE INDICATED IS NOMINAL PIPE DIAMETER 4" METHANE VENT THRU ROOF SIZE INDICATED IS NOMINAL PIPE DIAMETER 4 FIRE SPRINKLER SUBJECT TO FIRE SPRINKLER DESIGN FIRE SPRINKLER SUBJECT TO FIRE SPRINKLER DESIGN FIRE SPRINKLER SUBJECT TO FIRE SPRINKLER DESIGN 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 SIZE INDICATED IS NOMINAL PIPE DIAMETER SIZE INDICATED IS NOMINAL PIPE DIAMETER SIZE INDICATED IS DRAIN PIPE SIZE SIZE INDICATED IS NOMINAL LOUVER SIZE SIZE INDICATED IS NOMINAL LOUVER SIZE SIZE INDICATED IS NOMINAL PIPE DIAMETER SIZE INDICATED IS NOMINAL PIPE DIAMETER SIZE INDICATED IS NOMINAL PIPE DIAMETER SIZE INDICATED IS NOMINAL PIPE DIAMETER SIZE INDICATED IS DRAIN PIPE SIZE SIZE INDICATED IS NOMINAL PIPE DIAMETER SIZE INDICATED IS NOMINAL LOUVER SIZE SIZE INDICATED IS NOMINAL PIPE DIAMETER SIZE INDICATED IS NOMINAL PIPE DIAMETER ) METHANE VENT 2" NPW 4" METHANE VENT THRU ROOF SIZE INDICATED IS NOMINAL PIPE DIAMETER INSULATED PIPE SIZE INDICATED IS NOMINAL PIPE DIAMETER SUPPLY DIFFUSER SIZE INDICATED IS NOMINAL DUCT SIZE 4" SOIL WASTE VENTILATION AIR SUPPLY DUCT SUPPLY DUCT 4" SOIL WASTE SIZE INDICATED IS NOMINAL DUCT SIZE SIZE INDICATED IS NOMINAL DUCT SIZE FIVE (5) RACKED PIPES SUPPORTED ON COMMON TRAPEZE SUPPORT LINED SUPPLY DUCT SIZE INDICATED IS NOMINAL DUCT SIZE VENTILATION AIR SUPPLY DUCT SIZE INDICATED IS NOMINAL DUCT SIZE RETURN GRILLE OPENING 4" SOIL WASTE FLOOR DRAIN SUPPLY DIFFUSER TO 103 EXHAUST DUCT 4" SOIL WASTE SIZE INDICATED IS NOMINAL DUCT SIZE TELECOMM CONDUIT, 4" CONDUIT ALIGNS TELECOMM CONDUIT, 4" CONDUIT ALIGNS TELECOMM CONDUIT, 4" CONDUIT ALIGNS TELECOMM CONDUIT, 4" CONDUIT ALIGNS SIZE INDICATED IS DRAIN PIPE SIZE SIZE INDICATED IS DRAIN PIPE SIZE SIZE INDICATED IS NOMINAL DUCT SIZE SIZE INDICATED IS NOMINAL DUCT SIZE INTO ROOM 104 PLUMBING CHASE INSIDE WALL, T332 INSIDE WALL, T332 INSIDE WALL, T332 INSIDE WALL, T332 EXHAUST DUCT SIZE INDICATED IS NOMINAL DUCT SIZE RECEIVED INSULATED 1-1/2" TEPID WATER 2" DOMESTIC COLD WATER INSULATED 1" DOMESTIC HOT WATER INSULATED PERMIT CENTER SHOWER DRAIN SIZE INDICATED IS DRAIN PIPE SIZE FLOOR DRAIN SIZE INDICATED IS DRAIN PIPE SIZE SITE FACILITIES CONTRACT ARCHITECTURAL GENERAL OPENINGS SCHEDULE C00405C09 SHL 324 OF: DRAWING NUMBER: A017 619 CD CD lb c.) 0 cf) -J 0" w 0 U N > OPENING SCHEDULE NOMINAL SIZE LOCATION w 0 w 0 U- U- CD w DETAIL /SECTION w w 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€ 3/A176 1/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 SIZE INDICATED IS NOMINAL DUCT SIZ INSULATED PIPE INSULATED PIPE copE REVIEWED FOR DE COMPLIANCE APPROVED AUG 2 0 Lulu 103 -218 104 105 -110 105 -112 106 -215 107 -109 108 —EXW 108 —EXR 108 -109 108 -111 108 -205 109 —EXW 109 -116 109 -119 109 -202 109 -207 110 —SUF 110 110 -111 110 -120 116 —UP 201 -202 202 —CH1 202 -203 202 -220 203 —CH1 203 -220 204 -205 204 -220 205 -220 206 -220 207 207 -208 EQUIPMENT LEVEL — TSO BUILDING CONTINUED FROM A017 LEVEL 2 — TSO BUILDING 30 31 37 38 32 33 34 35 36 60 30 31 30 31 32 33 33 34 60 61 62 63 64 30 31 18" DIA 24 "x24" 16" DIA 16" DIA 14" DIA 16" DIA 14" DIA 12" DIA 26 "x18" 4" DIA 16" DIA 26 "x18" 10 "" DIA 10" DIA 12 "" DIA 10° DIA 16" DIA 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 WALL WALL WALL WALL WALL CEILING WALL REGISTERED ARCHITECT DOUGLAS L. BRINLEY STATE OF WASHINGTON 10' — „ 9 , -6 " 9 ' -6 " 9 ' -6 " 9' -6" 10' -6" DESIGNED DRAWN M133 M134 M133 M133 M133 M133 M133 M133 M133 E116 M133 M133 M133 M133 M133 M133 M133 M133 E116 E116 E116 E116 E116 M133 M133 S. FISCHER J. PALMER 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 CC CC CC CC CHK'D SUPPLY DUCT RETURN AIR OPENING VENTILATION AIR SUPPLY DUCT SUPPLY DUCT SUPPLY DUCT RETURN DUCT SUPPLY DUCT SUPPLY DUCT RETURN AIR DUCT VENTILATION AIR SUPPLY DUCT TRANSFER AIR OPENING RETURN DUCT SUPPLY DUCT RETURN DUCT SUPPLY DUCT RETURN DUCT SUPPLY DUCT EXHAUST GRILLE OPENING EXHAUST DUCT DB DB DB DB APP'D NOTES FINAL ISSUED FOR CITY OF TUKWILA PERMITS ISSUED FOR CITY OF TUKWILA PERMITS REVISION DESCRIPTION ALLOCATED SPACE FOR SPRINKLER RISER ALLOCATED SPACE FOR SPRINKLER RISER ALLOCATED SPACE FOR SPRINKLER RISER SIZE INDICATED IS DRAIN PIPE SIZE SIZE INDICATED IS NOMINAL FAN SIZE SIZE INDICATED IS NOMINAL DUCT SIZE INSULATED INSULATED 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 SIZE INDICATED IS NOMINAL DUCT SIZE SIZE INDICATED IS NOMINAL DUCT SIZE INSULATED PIPE INSULATED PIPE ityof kw iI8 SUBJECT TO FIRE SPRINKLER DESIGN BUILCDING ru DIVISION 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 INSULATED PIPE 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 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 SIZE INDICATED IS NOMINAL GRILLE SIZE SIZE INDICATED IS NOMINAL DUCT SIZE MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS OPENING SCHEDULE 208 FROM — TO 208 -209 208 -210 208 -220 209 -210 210 —EXR 210 -211 211 211 —EXR 212 212 —EXR 212 -213 212 -219 213 213 -219 214 -215 215 216 -217 217 218 LEVEL 2 — TSO BUILDING CONTINUED SCALE FACILITY — SCALEHOUSE SUF —CRAWL CRAWL —SUW CRAWL CRAWL —CHASE CRAWL -501 CRAWL -503 501 —EXR 501 —ATTIC 503 —ATTIC 503 -505 504 —ATTIC 505 —ATTIC 506 —ATTIC 507 —ATTIC ATTIC —EXW ATTIC —EXR 601 —SUF 601 —EXR N 32 33 34 35 36 36 31 30 30 31 30 31 32 33 34 35 36 60 61 62 63 30 31 32 33 30 31 30 31 31 30 31 32 30 31 32 33 34 35 36 01 37 38 39 40 33 41 42 01 51 52 47 48 49 50 45 46 44 RECYCLING BUILDING King County Department of Natural Resources and Parks Solid Waste Division 31 32 33 34 35 36 NOMINAL SIZE 6 "x6" 10 "" DIA 12 "" DIA 6" DIA 14 "" DIA 12 "x8" 6" DIA 6" DIA 8 "x8" 14 "" DIA 8 "x8" 6 "" DIA 4" DIA 12 "" DIA 14 "' DIA 16"" DIA 8 "x6" 6" DIA 6" DIA 6" DIA 6 "" DIA 8 "x8" 6" DIA 8 "x6" 14 "" DIA 8" DIA 8 "x8" 12 "" DIA 8'"x8 8 "x8 I CEILING 2" DIA 2" DIA 4" DIA 6" DIA 12 "x12 20 10" 9" DIA 9" DIA 9" DIA " DIA 2'x2' 9" DIA 16 "x8" 16 "x8" 16 "x8" 4" DIA 20 "x20 6 " "x6 6 "x6" 6 "x6" „ 10"" DIA 10" DIA 2'- 6 "x4' -6" 20 "x20" 16 "x16" 24 "x24" 24"x12" 14 "" DIA SEE DWG 2" DIA 4" DIA 4" DIA 4" DIA 4" DIA LOCATION w m w w m CEILING WALL WALL WALL WALL WALL CEILING WALL CEILING CEILING CEILING CEILING CEILING WALL WALL WALL WALL WALL WALL WALL WALL CEILING CEILING WALL WALL WALL CEILING WALL CEILING FLOOR FLOOR FLOOR SLEEVE WALL FLOOR FLOOR FLOOR FLOOR FLOOR FLOOR FLOOR FLOOR FLOOR FLOOR CEILING CEILING CEILING CEILING DOOR DOOR CEILING CEILING CEILING CEILING WALL WALL ROOF FLOOR FLOOR FLOOR FLOOR CEILING CEILING LLJ M132 M133 M133 M133 E116 E116 E116 M132 M132 M132 M132 M132 M132 M302 M302 M302 M302 7539th Avenue N Seattle, WA 98109 www.kpg.com M132 IC.PC4 DETAIL/SECTION 1117 Broadway Suite 501 Tacoma, WA 98402 DESCRIPTION EXHAUST GRILLE OPENING SUPPLY DUCT SUPPLY DUCT EXHAUST DUCT SUPPLY DUCT TRANSFER OPENING EXHAUST DUCT UP TO ROOF CAP RC—T1 SUPPLY DUCT EXHAUST GRILLE OPENING DUCT RISER TO EF—T4 EXHAUST GRILLE OPENING SUPPLY DIFFUSER 4" PLUMBING VENT THRU ROOF EXHAUST DUCT SUPPLY DUCT SUPPLY DUCT WALL SUPPLY REGISTER EXHAUST GRILLE OPENING 4" PLUMBING VENT THRU ROOF WALL SUPPLY REGISTER SUPPLY DUCT SUPPLY DUCT EXHAUST GRILLE OPENING SUPPLY DUCT EXHAUST GRILLE OPENING EXHAUST GRILLE OPENING FLOOR DRAIN FLOOR DRAIN METHANE VENT REFRIGERATION SLEEVE DUCT OPENING SUPPLY DUCT FLOOR REGISTER FLOOR REGISTER FLOOR REGISTER FLOOR REGISTER FLOOR REGISTER FLOOR REGISTER FLOOR REGISTER FLOOR REGISTER 4" METHANE VENT THRU ROOF DUCT RISER DUCT RISER DOOR GRILLE DOOR GRILLE EXHAUST GRILLE OPENING RETURN GRILLE OPENING EXHAUST GRILLE OPENING EXHAUST GRILLE OPENING LOUVER LOUVER FRESH AIR INTAKE DUCT TRENCH DRAIN FLOOR DRAIN METHANE VENT METHANE VENT 09 4" METHANE VENT THRU ROOF 4" METHANE VENT THRU ROOF NOTES 1(0 SIZE INDICATED IS NOMINAL GRILLE 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 GRILLE SIZE SIZE INDICATED IS NOMINAL DUCT SIZE SIZE INDICATED IS NOMINAL DUCT SIZE SIZE INDICATED IS NOMINAL GRILLE SIZE SIZE INDICATED IS NOMINAL DUCT SIZE SIZE INDICATED IS NOMINAL GRILLE SIZE SIZE INDICATED IS NOMINAL DUCT SIZE SIZE INDICATED IS VENT PIPE SIZE SIZE INDICATED IS NOMINAL DUCT SIZE SIZE INDICATED IS NOMINAL DUCT SIZE SIZE INDICATED IS NOMINAL DUCT SIZE SIZE INDICATED IS NOMINAL REGISTER SIZE TELECOMM CONDUIT, 4", T332 TELECOMM CONDUIT, 4", T332 TELECOMM CONDUIT, 4", T332 TELECOMM CONDUIT, 4", T332 SIZE INDICATED IS NOMINAL GRILLE SIZE SIZE INDICATED IS VENT PIPE SIZE SIZE INDICATED IS NOMINAL REGISTER SIZE SIZE INDICATED IS NOMINAL DUCT SIZE SIZE INDICATED IS NOMINAL DUCT SIZE SIZE INDICATED IS NOMINAL GRILLE SIZE SIZE INDICATED IS NOMINAL DUCT SIZE SIZE INDICATED IS NOMINAL GRILLE SIZE ISIZE INDICATED IS NOMINAL GRILLE SIZE SIZE INDICATED IS DRAIN PIPE SIZE SIZE INDICATED IS DRAIN PIPE SIZE SIZE INDICATED IS NOMINAL PIPE DIAMETER SIZE INDICATED IS NOMINAL DUCT SIZE SIZE INDICATED IS NOMINAL DUCT 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 FLOOR REGISTER SIZE SIZE INDICATED IS NOMINAL FLOOR REGISTER SIZE SIZE INDICATED IS NOMINAL FLOOR REGISTER SIZE SIZE INDICATED IS NOMINAL PIPE DIAMETER SIZE INDICATED IS NOMINAL DUCT SIZE SIZE INDICATED IS NOMINAL DUCT SIZE SIZE INDICATED IS NOMINAL GRILLE SIZE SIZE INDICATED IS NOMINAL GRILLE SIZE SIZE INDICATED IS NOMINAL GRILLE SIZE SIZE INDICATED IS NOMINAL GRILLE SIZE SIZE INDICATED IS NOMINAL LOUVER SIZE SIZE INDICATED IS NOMINAL LOUVER SIZE ISIZE 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 NOMINAL PIPE DIAMETER SIZE INDICATED IS NOMINAL PIPE DIAMETER BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT ARCHITECTURAL GENERAL OPENINGS SCHEDULE RUTIVED JUN 1 4 2010 PERMIT CENTER PROJECT NUMBER: SHT. OF: C00405C09 325 619 DRAWING NUMBER: AO 1 7A INTERIOR FINISH SCHEDULE NO. ROOM / AREA NAME FLOOR BASE WALL WALL CEILING NOTES NORTH EAST SOUTH WEST WAINSCOT WAINSCOT 313bONO3l (SEALED CONCRETE (POLISHED CONCRETE (RESILIENT TILE (RECESSED ENTRANCE MAT (CARPET TILE I4" RESILIENT COVE (@ GWB WALL) I4" RESILIENT COVE (@ GWB WALL) IGWB TYPE 31321ONO0I METAL SIDING PANELS IGWB TYPE (CONCRETE METAL SIDING PANELS IGWB TYPE 1 ONODI METAL SIDING PANELS IGWB TYPE 1 DNOO1 METAL SIDING PANELS RESILIENT WAINSCOT 'B AMBOO WAINSCOT (B/A199) 0 [)GWB TYPE ACOUSTICAL TILE SUSPENDED ACOUSTICAL TILE (EXPOSED STRUCTURE/ UNFINISHED i 11JJas SOFFIT I COMPACTOR LEVEL - ISO BUILDING NORTH PROCESSING AREA - TRANSFER BUILDING 401 !PROCESSING FLOOR I I I I I I i I I I I I I I i I i I I I i i i I I I I FEEINTERIORELEVATIONSA221 SCALE FACILITY - SCALEHOUSE ■.-w.P■r 4 - CONTROL ROOM V -../ CO1 COMPACTOR BAYS • • 1 1 1 1 • • • S: INTERIOR ELEVATIONS Al23 CO1A COMPACTOR BAY EXT. • • 2A ■ 2A 2A 2A 2A • • S E INTERIOR ELEVATIONS Al23 CO3 VESTIBULE 503 HALL • • 2B • 2B 2B 2B 1 2B • S' E NOTE 1 C04 ELEVATOR MACHINE ROOM • SEE NOTE 1 504 TOILET • 2B • 2A 2A • 2A 2A • 1 CO5 ELECTRICAL • 505 SERVER CLOSET • • 1 1 1 • A C06 MECHANICAL 506 STORAGE • • 1 1 1 CO7 UNISEX TOILET 1 1 2A 2A 2A ELECTRICAL 2A ■—..o. • 2A • 2A _ C08 UNISEX TOILET • 2A • 2A 2A 1 II 2A 2A II • 601 2A CO9 BREAK ROOM 2B 2B 2B 2B i, 2B SEE INTERIOR ELEVATIONS A403 602 WARMING ROOM C 4 TOe' • Ai.. .....- - ...is..P - ail■ ..m. Aws■ IIII■ AMEN. ■ Ma. II I. ■•■ . Ilill■ . /Nib ■IIII■ Ink AIM.. ■Alab. MM. ..■ . Min ■ M. ■• M■ AMI ■ AIM AIM . /lab ■■•■ ANIII■ ■■•■■ AINI■ . Mb. va.. .a ... .■ • ■ . • • • . ■ ..■ ■ ■ /1•■■ AIM. /1•11■ /M. 411■. AIM. ■ EQUIPMENT LEVEL - TSO BUILDING 101 VESTIBULE • STORAGE • • 1 1 2A 1 2A 1 2A • 1 SEE NOTE 1 102 MULTI-PURPOSE • • 1 1 1 1 • • • 103 EXIT PASSAGEWAY • • • , 1 1 1 1 • 1 SEE NOTE 1 S T • 1 05 RISER ROOM 2A 22 2A 2A R 106 MISTING ROOM 2A 2A 107 HPU ROOM 3 3 3 3 108 DUST COLLECTOR ROOM 11111111 11 II II 6. 1111111111 109 LOADING AREA 2A 23 2A A 110 UNISEX TOILET 2A 2 2 116 UNISEX TOILET A 117 EPSS 3 3 3 3 11: MECH ICAL ROO • • 1 1 • • 119 EXIT PASSAGEWAY • • • 1 1 1 1 r ■ ■ •' ' :6 111 RECEIVING FLOOR SEE INTERIOR ELEVATIONS A161 112 TIPPING FLOOR SEE INTERIOR ELEVATIONS A161 113 STORAGE • • • 3 3 • 3 • • SEE NOTE 2 114 NORTH RISER ROOM • • • 2A 2A • 2A 2A SEE NOTE 2 115 ELECTRICAL CLOSET • • • 3 • 3 • 3 • SEE NOTE 2 120 SELF-HAUL ENTRANCE • 2A • • 2A • _ • TSO LEVEL - TSO BUILDING 201 LOBBY • • 1 1 1 1 • • 202 MECHANICAL • • 1 1 1 1 • 203 CONFERENCE • • 1 1 1 1 • • • 204 OFFICE 1 • • 1 1 1 1 • • • 205 OFFICE 2 • • 1 1 1 1 • • • 206 COMM/SERVER ROOM • • 1 1 1 1 • 207 UNISEX TOILET • • 2A 2A 2A 2A 2A 208 CUSTODIAL & STORAGE • • 2A 2A 2A 2A • 209 SUPERVISOR OFFICE • • 1 1 1 1 • • • 210 BREAK ROOM • • 2A 2A 2A 2A • • • • 211 COPY & VENDING • • 3 3 3 3 3 212 WOMEN'S RESTROOM • • 2A 2A 2A 2A • 2A 213 MEN'S RESTROOM • • 2A 2A 2A 2A • 2A 214 WOMEN'S LOCKER • • 2A 2A 2A 2A • 215 WOMEN'S SHOWER • • 2A 2A 2A 2A • 2A 3' x 3' SHOWER COMPARTMENT 216 MEN'S LOCKER • • 2A 2A 2A 2A • 217 MEN'S SHOWER • • 2A 2A 2A 2A • 2A 3' x 3' SHOWER COMPARTMENT 218 MEN'S LAUNDRY • • 2A 2A 2A 2A • 2A 219 HALL 1 • • 1 1 1 1 • • 220 HALL 2 • • 1 1 1 1 • • INTERIOR FINISH SCHEDULE NO. ROOM / AREA NAME FLOOR BASE WALL CEILING NOTES NORTH EAST SOUTH WEST WAINSCOT (CONCRETE (SEALED CONCRETE (POLISHED CONCRETE (RESILIENT TILE (RECESSED ENTRANCE MAT (CARPET TILE I4" RESILIENT COVE (@ GWB WALL) (GWB TYPE 313IDNOD (METAL SIDING PANELS IGWB TYPE 31aIONOD METAL SIDING PANELS GWB TYPE 313?JONOD METAL SIDING PANELS GWB TYPE CONCRETE METAL SIDING PANELS RESILIENT WAINSCOT BAMBOO WAINSCOT (B/A199) GWB TYPE ACOUSTICAL TILE I SUSPENDED ACOUSTICAL TILE I EXPOSED STRUCTURE/ UNFINISHED I SOFFIT I NORTH PROCESSING AREA - TRANSFER BUILDING 401 !PROCESSING FLOOR I I I I I I i I I I I I I I i I i I I I i i i I I I I FEEINTERIORELEVATIONSA221 SCALE FACILITY - SCALEHOUSE 501 CONTROL ROOM • • 1 1 1 1 • • • 502 BREAK AREA • • 2A 2A 2A 2A • • 503 HALL • • • 1 1 1 1 • SEE NOTE 1 504 TOILET • • 2A 2A 2A 2A • 1 505 SERVER CLOSET • • 1 1 1 1 506 STORAGE • • 1 1 1 1 1 507 ELECTRICAL • • 2A _ 2A 2A 2A _ 2A RECYCLING BUILDING 601 RECYCLING AREA SEE INTERIOR ELEVATIONS A403 602 WARMING ROOM • • 3 3 3 3 • 603 STORAGE • 2A 2A 2A 2A • U) uJ cL 0_ uJ Cf) -4t 0_ (/) H- CO LLI CO 0 (NJ cf5 Dl ( ( ro 6079 DOUGLAS L. BRINLEY STATE OF WASHINGTON REGISTERED ARCHITEC DESIGNED S. FISCHER DRAWN J. PALMER 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 CC CC CC CC CHK'D DB DB DB DB 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 \OTES: 1. REFER TO RECESSED SCHEDULE, A019, FOR RECESSED ENTRY MAT DETAILS. 2. REFER TO STRUCTURAL DRAWINGS FOR TOP OF CONC HEIGHT. La King County Department of Natural Resources and Parks Solid Waste Division 753 9th Avenue N Seattle, WA 98109 (206) 286-1640 www.kpg.com 1117 Broadway Suite 501 Tacoma, WA 98402 (253) 627-0720 POiT (i(e C O le a f ki 1 r ' APPRoi AUG 2 0 2010 . / BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT ARCHITECTURAL GENERAL INTERIOR FINISH SCHEDULE RECEIVED JUN 1 4 2010 PERMIT CENTER PROJECT NUMBER: SHT. 326 C00405C09 OF: DRAWING NUMBER: A018 619 C) a) 0 LL a LU ci) ci) .J OR RECESS SCHEDULE NO LOCATION ). LOCATION DESCRIPTION NOMINAL SIZE W x L x H TYPE GRATE FRAME PLAN DETAIL NOTES COMPACTOR LEVEL - TSO BUILDING MATERIAL FINISH MATERIAL FINISH • FE002 COMPACTOR BAY CO1 (GRATE N3d0 (STEEL RUBBER 1NIVdl GALVANIZED FACTORY (STEEL J wnNiwmv 1NIV� GALVANIZED FACTORY • • COMPACTOR LEVEL - TSO BUILDING FE005 R001 COMPACTOR BAYS CO1 BOOT WASH • 3'- 0 "x2' -0" • • FE006 TOP LOAD BAY CO2 • • • • FE007 COMPACTOR BAY CO1 • 1/A188 R002 COMPACTOR BAYS CO1 BOOT WASH BREAK ROOM C09 3'- 0'x2' -0" • • FE009 COMPACTOR BAY CO1 • • EQUIPMENT LEVEL - TSO BUILDING • RISER ROOM 105 1/A188 • R003 TOP LOAD BAY CO2 BOOT WASH 3'- 0'x2' -0" • • • • FIRE -RATED • HPU ROOM 107 • • • FE104 1/A188 • R004 VESTIBULE CO3 ENTRANCE MAT 9'- 6 "x9' -5" FE105 • • • • • LOADING AREA 109 • • • 5/A188 LOADING AREA 109 • R005 UNISEX TOILET CO7 • SEE PLAN • UILDING FE112 TIPPING FLOOR 112 • • FIRE -RATED FE113 TIPPING FLOOR 112 • - SLOPE TO FLOOR DRAIN .006 UNISEX TOILET C08 TIPPING FLOOR 112 SEE PLAN _ • FE115 _ • • A ■' TIPPING FLOOR 112 _ - SLOPE TO FLOOR DRAIN E(UIP"MEN "T LEVfl v - "TSI) ElUILDIIJ"G " " " ` " " " " `" J '' N' .. " " N.' X.' J • ' R101 OUTSIDE TOILET 116 BOOT WASH 3'- 0'x2' -0" • • • • • RECEIVING FLOOR 111 • • • FE120 1/A188 • R102 UNISEX TOILET 116 SEE PLAN RECEIVING FLOOR 111 • • FE122 RECEIVING FLOOR 111 • • TSO LEVEL - TSO BUILDING - SLOPE TO FLOOR DRAIN • R103 HPU ROOM 107 • SEE PLAN FE202 • • • FE203 WOMEN'S RESTROOM 212 • • - SLOPE TO FLOOR DRAIN • R104 VESTIBULE 101 ENTRANCE MAT • 8' -9 "x18' -6" FE205 • • • • FIRE -RATED • BREAK ROOM 210 • • • 5/A188 HALL 220 • R105 102 - EXTERIOR BOOT WASH • 3'- 0'x2' -0" • CONFERENCE 203 • • • FE209 • • _ • FIRE -RATED 1/A188 FE401 PROCESSING FLOOR 401 I • I I • SCALE FACILITY - SCALEHOUSE R106 EXIT PASSAGEWAY 103 ENTRANCE MAT • 4' -8 "x13' -0" • • EQUIP ROOM 505 • • • • RECYCLING BUILDING FE601IRECYCLING AREA 601 I • 1 I I • • 5/A188 R107 RISER ROOM 105 SEE PLAN • - SLOPE TO FLOOR DRAIN R108 UNISEX TOILET 110 SEE PLAN • - SLOPE TO FLOOR DRAIN R109 TOILET 110 - EXTERIOR BOOT WASH 3'- 0'x2' -0" • • • • 1/A188 R110 EXIT PASSAGEWAY 119 ENTRANCE MAT 4'- 8 "x6' -0" • • • • • _5/A188 R120 SELF -HAUL 120 SEE PLAN • - SLOPE TO FLOOR DRAIN R121 RECEIVING FLOOR 111 TRENCH DRAIN O' -10 "x29' -10" • • • • • R122 RECEIVING FLOOR 111 TRENCH DRAIN Q' -10 "x35' -5" • • • • • R123 RECEIVING FLOOR 111 BASKET DRAIN 2'- 0 "x2' -0" • • • • • TSO LEVEL - TSO BUILDING R201 MEN'S SHOWER 217 SEE PLAN • - SLOPE TO FLOOR DRAIN R202 MEN'S LAUNDRY 218 SEE PLAN • - SLOPE TO FLOOR DRAIN R203 MEN'S RESTROOM • 213 SEE PLAN • - SLOPE TO FLOOR DRAIN R204 WOMEN'S RESTROOM 212 SEE PLAN • - SLOPE TO FLOOR DRAIN R205 WOMEN'S SHOWER 215 SEE PLAN • - SLOPE TO FLOOR DRAIN SCALE FACILITY - SCALEHOUSE R501 SHALL 503 !ENTRANCE MAT 16'- 0 "x4' -4" I I • I I • I 1 I 1'1 1 I I 1•15/A1881 RECYCLING BUILDING R601 RECYCLING AREA 601 TRENCH DRAIN 1' -3 "x20' -0" • • • • • - SLOPE TO TRENCH DRAIN R602 RECYCLING AREA 601 SEE PLAN • - SLOPE TO FLOOR DRAIN FIRE EXTINGUISHER NO LOCATION TYPE MOUNT TYPE NOTES IMULTI—PURPOSE DRY CHEMICAL HALOGENATED GAS BRACKETS CABINET — SEMI—RECESSED 1. MOUNTING HE TO CENTER OF LATCH ON BRACKETS AND HANDLE ON CABINETS. COMPACTOR LEVEL - TSO BUILDING FE001 COMPACTOR BAY EXT CO1 A • • FE002 COMPACTOR BAY CO1 • • FE003 ELECTRICAL CO5 • • FE004 COMPACTOR BAY CO1 • • FE005 STAIR A • • FE006 TOP LOAD BAY CO2 • • FE007 COMPACTOR BAY CO1 • • FE008 BREAK ROOM C09 • • FE009 COMPACTOR BAY CO1 • • EQUIPMENT LEVEL - TSO BUILDING FE101 RISER ROOM 105 • • FE102 MULTI - PURPOSE 102 • • FIRE -RATED FE103 HPU ROOM 107 • • FE104 HPU ROOM 107 • • FE105 LOADING AREA 109 • • FE106 LOADING AREA 109 • • FE107 LOADING AREA 109 • • TIPPING & RECEIVING LEVEL - TRANSFER UILDING FE112 TIPPING FLOOR 112 • • FIRE -RATED FE113 TIPPING FLOOR 112 • • FE114 TIPPING FLOOR 112 • • FE115 TIPPING FLOOR 112 • • FE116 TIPPING FLOOR 112 • • FE117 TIPPING FLOOR 112 • • FE118 RECEIVING FLOOR 111 • • FE119 RECEIVING FLOOR 111 • • FE120 RECEIVING FLOOR 111 • • FE121 RECEIVING FLOOR 111 • • FE122 RECEIVING FLOOR 111 • • TSO LEVEL - TSO BUILDING FE201 STAIR B • • FIRE -RATED FE202 MEN'S LOCKER 216 • • FE203 WOMEN'S RESTROOM 212 • • FE204 HALL 219 • • FE205 STAIR A • • FIRE -RATED FE206 BREAK ROOM 210 • • FE207 HALL 220 • • FE208 CONFERENCE 203 • • FE209 SERVER 206 • _ • FIRE -RATED NORTH PROCESSING AREA FE401 PROCESSING FLOOR 401 I • I I • SCALE FACILITY - SCALEHOUSE FE501 BREAK AREA 502 • • FE502 EQUIP ROOM 505 • • RECYCLING BUILDING FE601IRECYCLING AREA 601 I • 1 I I • 6079 REGISTERED ARCHIT CT 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 C B A REV 6/10/10 1/8/10 1/8/10 7/31/09 DATE CC CC CC CC CHK'D DB DB DB DB 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 I REVIEWED F O R ECOMPLIAN AP PROVED AU620 2010 City of DING DIVISION MPG. 753 9th Avenue N Seattle, WA 98109 (206) 286 -1640 www.kpg.com 1117 Broadway Suite 501 Tacoma, WA 98402 (253) 627 -0720 1 (g BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT ARCHITECTURAL GENERAL FIRE EXTINGUISHER & FLOOR RECESS SCHEDULES RECEIVED JUN 14 2010 PERMIT CENTER PROJECT NUMBER: C00405C09 SHT. 327 OF: DRAWING NUMBER: A019 619 0 0 N C') F- 2 w 0 F- LL 0 0 0 LL CD W C ) C/) J Z 4 1=1 1 1=11 1=111tI 1 1=11 11E1 I 11 -7 - 1 1 1E-11 1E-1 11_=1 E-HIEHE 111—=_ =111:=2 I I 11= WATERSTOP 11 4 4 4 4 ' 6079 REGISTERED ARCHITECT DOUGLAS L. BRINLEY STATE OF WASHINGTON RECEIVING FLOOR ( 1 1 1 ) 4 4' z 4 6" 4 4. AT TIPPING WALL TRANSFER BUILDING SCALE: 1" = DESIGNED C. CONWAY DRAWN J. PALMER VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" 4 CONCRETE SLAB AND WALLS A REV 4 MEMBRANE DETAIL 4 " 4 6" 6" I III III III III-111-11 —111— I 111:-Elr= --- '7 7 : 1 - fylififf- 1 - 1 1 =1 1E111:_=_111 _111:_=_111,7_-111 FLOOR RECESS DETAIL ED SCALE: 1" = A195 6/10/10 1/8/10 1/8/10 7/31/09 DATE TIPPING FLOOR 4 _ -thEi t - fi .H41 . 1111 Itt LI mi _1 1 IffirriLiffifm-,--' 1 1 1 1 CC CC CC CC CHK'D • I fflffiffl 4 4 DB DB DB DB APP'D 1 4 1=11 4 II I GAS COLLECTION COLLECTION DUCT METHANE MITIGATION MEMBRANE WATERSTOP 4 4 WATERSTOP METHANE MITIGATION MEMBRANE CONCRETE FOOTING WATERSTOP CONCRETE FOOTING WATERSTOP 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 zJ 4 MEMBRANE TERMINATION EXTERIOR FOOTING SCALE: 1 - 1/2" = CONCRETE SLAB METHANE MITIGATION SYSTEM zi 4 a MEMBRANE TERMINATION EXTERIOR FOOTING SCALE: 1-1/2" = ••■ RETE METHANE MITIGATION SYSTEM La King County Department of Natural Resources and Parks Solid Waste Division FIRE STOPPING 6 PIPE SLEEVE TO ROOF METHANE MITIGATION MEMBRANE 4 SCALE: 1 - 1/2" = 1 SCALE: 1" = 1 -0" METHANE MITIGATION MEMBRANE 1 1 1=1 1 1=1 I 1=1 4 a GAS COLLECTION DUCT VENT TO DUCT DETAIL PIPE CLAMP DETAIL SCALE: 1 - 1/2" = CONC SLAB 4 GEOTEXTILE DUCT 4"0 ABS PIPE TO ROOF PIPE COUPLER GAS COLLECTION DUCT METHANE M EM BRAN ADAPTER MEMBRANE ADHESIVE PIPE CLOSURE METHANE MITIGATION MEMBRANE 753 9th Avenue N Seattle, WA 98109 (206) 286-1640 www.kpg.com 1117 Broadway Suite 501 Tacoma, WA 98402 (253) 627-0720 Fl R ESTOP SEALANT W/ MINERAL WOOL 6"0 SLEEVE 4"0 ABS PIPE TO ROOF FOUNDATION WALL FIRESTOP SEALANT Vii/ MINERAL WOOL 6"O SLEEVE WATERSTOP iVIEWED C OMPLIANuE APPROVED AU6 o 2010 Cit y of Tukwila BUILDING DIVISION RIGID INSULATION 4 COMPACTOR BAY ( C01 ) VENT RISER RECEIVING FLOOR 1= ADAPTER GAS COLLECTION DUCT FOUNDATION WALL SCALE: 1/2" = DUCT ROUTING THRU INTERIOR FOOTING SCALE: 1 - 1/2" = 1 -0" 4 MEMBRANE DETAIL INSULATED SLAB SCALE: 1 - 1/2" = 1 '-0" 6" 1 - BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT TRANSFER/TS0 BUILDING METHANE BARRIER DETAILS METHANE MITIGATION MEMBRANE CONDENSATE TRAP, DRAIN TO FOOTING DRAIN • 4 2 A303 CONCRETE SLAB METHANE MITIGATION MEMBRANE A A40" 4 CONCRETE SLAB 3"0 ABS PIPE GAS COLLECTION DUCT ADAPTER 3 I I PERMIT CENTER JUN 14 2010 IGID INSULATION PROJECT NUMBER: C00405C09 SHT. 410 OF: DRAWING NUMBER: A196 619 U U- w Q CL U N 2 CL W a 0 Cr) w CO U W CO N N) N O E a 0 N v 3AS v ITIGAT 0\ SYSTE v1 PERFORV ALL GEOTEXTILE DUCTS RUNNING HORIZONTALLY HAVE A MINIMUM SLOPE OF 1/8 INCH PER 12 INCHES. A\ ALL VENTS RUNNING VERTICALLY TERMINATE 12 INCHES ABOVE ROOF AND A MINIMUM OF 10 FEET FROM ANY OPERABLE OPENINGS OR AIR INTAKES. ALL EXPOSED VENTS SHALL BE PERMANENTLY IDENTIFIED AS "SOIL -GAS VENT" BY MEANS OF STENCILING. PLA KEY SYMB • DESCRIPTION 4" DIA VENT TO ROOF GAS COLLECTION DUCT EXTENT OF METHANE MITIGATION SYSTEM METHANE MITIGATION SYSTEM UNDERSLAB INSULATION 6079 REGISTERED ARCHITECT DOUGLAS L. BRINLEY STATE OF WASHINGTON DESIGNED R. ABE DRAWN S. FISCHER VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" D C A REV 6/10/10 1/8/10 1/ 7/31/09 DATE CC CC CC CC CHK'D DB DB DB DB APP'D CD Co 0 F.O. CONC F.O. CONC 2X4 CEILIN RADIANT H I F 8' -6" 3' -4" R.O. 0 CO 11111111111 HW HEATER, ' IN CABINET WARMING ROOM 602 IIIIIIIIIIIII 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 4' -1" 1 ,404 VIII IIIIIIIIo IIIIIIIII A196 FE601 VENT TO ROOF 5' -0" - EMERGENCY EYE WASH VENT TO ROOF UNDERSLAB INSULATION, SEE GUTTER MTL SOFFIT 25' -6" EXTENT OF METHANE MITIGATION SYSTEM RECESSED FLOOR DRAIN La King County Department of Natural Resources and Parks Solid Waste Division 60' -0" DS FOOTING BELOW I RECYCLING AREA (601) r — EDGE OF CONC BUILDING SLAB 26' -0" FLOOR PLAN 1 ROOF OVERHANG ABOVE RECYCLING BUILDING FEE RECYCLING YARD SCALE: 1/4" = 1' -0" LIGHT, SEE ELEC REFLECTED CEILING RECYCLING BUILDING FEE RECYCLING YARD SCALE: 1/4" = 1' -0" METAL DECK CEILING METHANE BARRIER PLAN RECYCLING BUILDING FEE RECYCLING YARD SCALE: 1/4" = 1' -0" KPG 753 9th Avenue N Seattle, WA 98109 (206) 286 -1640 www.kpg.com 1117 Broadway Suite 501 Tacoma, WA 98402 (253) 627 -0720 DS 5' -0" I STORAGE 1 603 ) D602 DS G GRID =ATER I 0 VENT TO ROOF 0 1 i I I VENT TO ROOF BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT NOTES: 1. SEE SHEET A403 FOR INTERIOR ELEVATION. I bEo P LI CO MPLIANCE NCL � 0 2010 f T • kw�la DIVISION 1)01—tte 1 /4 " =1' -0" 2 0 Scale RECYCLING BUILDING FLOOR PLAN, REFLECTED CEILING PLAN & METHANE BARRIER PLAN RECEIVED JUN 14 2010 PERMIT CENTER 2 4 6 8 10 PROJECT NUMBER: C00405C09 Feet SHT. 433 OF: DRAWING NUMBER: A401 619 a) E 0' 6079 REGISTERED ARCHITECT Ogfri DOUGLAS L. BRINLEY STATE OF WASHINGTON DESIGNED R. ABE DRAWN S. FISCHER VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" TOP OF STEE 282.10 d FINISH FLOOR 267.81' D C B A REV BIRD DETERRENT SIGN 601 -1 FINISH FLOOR 267.79 6/10/10 1/8/10 1/8/10 7/31/09 DATE 0 STL BEAM SEE STRUCT CEILING, v1ETAL DECK d TO CONC WALL 271.79' C) J w U 0 0 BIRD DETERRENT CC CC CC CC CHK'D DB DB DB DB APP'D BUILDING SECTION RECYCLING BUILDING SOUTH PROCESSING AREA SCALE: 1 /4" = 1 ' -0" BUILDING SECTION RECYCLING BUILDING SOUTH PROCESSING AREA SCALE: 1/4" = 1' -0" 12 SLOPEI 12 SLOPE 2 /ION MONO Wii■ BIRD DETERRENT GUTTER DS, 2x4 TYP CONCRETE SLAB ON RIGID INSULATION ON GRAVEL SLOPE BIRD DETERRENT GUTTER 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 MTL STUD SIDING TYPE 2 STANDING SEAM METAL ROOFING B A402 6" JAMB DETAIL RECYCLING BUILDING SOUTH PROCESSING AREA SCALE: 3" = 1' -0" King County Department of Natural Resources and Parks Solid Waste Division MTL TRIM HM FRAME DOOR PER SCHED VENT REVIEWED FOR CODE COM E APPROVE D AUG 2 0 2010 City of Tukwila BUILDING DIVISION 0 GUTTER N N ,2 SIDING TYPE 2 MTL TRACK 6" JAMB DETAIL RECYCLING BUILDING SOUTH PROCESSING AREA SCALE: 3" = 1' -0" \/\ 6" HEAD DETAIL RECYCLING BUILDING SOUTH PROCESSING AREA SCALE: 3" = 1' -0" w 0_ 0 J U) N 60' -0" DS CORNER MTL STUD 1111111111 BEAD BEAD SIDING III, TYPE 2 DOOR PER SCHED HM FRAME MTL STUD MTL TRIM C A404 NEOPRENE PROFILE CLOSURE CONT MTL TRIM W/ DRIP EDGE HM FRAME DOOR PER SCHED XPQ 753 9th Avenue N Seattle, WA 98109 (206) 286 -1640 www.kpg.com 1117 Broadway Suite 501 Tacoma, WA 98402 (253) 627 -0720 RIGID INSULATION SIDING TYPE 2 MTL HEADER CORNER BEAD N RECEIVED JUN 14 2010 PERMIT CENTER ROOF PLAN RECYCLING BUILDING FEE RECLCYING YARD SCALE: 1 /4" = 1' -0" o v EXTERIOR SLOPE CONSTRUCTION JOINT THRESHOLD DETAIL RECYCLING BUILDING SOUTH PROCESSING AREA SCALE: 3" = 1' -0" 6" HEAD DETAIL RECYCLING BUILDING SOUTH PROCESSING AREA SCALE: 3" = 1' -0" 1/4 " =1'— 2 0 2 Scale BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT RECYCLING BUILDING ROOF PLAN & BUILDING SECTIONS DOOR VENT SWEEP 4 6 DS rtHRSHOLD FIN FLOOR /__ PER SCHED CONCRETE THRESHOLD SET IN BED OF SEALANT PROJECT NUMBER: NEOPRENE PROFILE CLOSURE CONT MTL TRIM W/ DRIP EDGE HM FRAME DOOR PER SCHED - - — C00405C09 8 10 Feet SHT. 434 OF: DRAWING NUMBER: A402 619 0 0 N 0, a) a) d TOP OF CANOPY 000' -00" FINISH FLOOR 000 -00 d TOP OF CANOPY 000' -00" d FINISH FLOOR 000' -00" SOUTH r CURB NORTH ELEVATION RECYCLING BUILDING SOUTH PROCESSING AREA SCALE: 1/4" = 1' -0" GUTTER RAI N LEADER SOUTH ELEVATION RECYCLING BUILDING SOUTH PROCESSING AREA SCALE: 1/4" = 1' -0" FE601 SHOWER/ EYE WASH 6 "X6" ACCESS PANEL FIELD LOCATE TO SUIT 6079 REGISTERED ARCHITECT DOUGLAS L. BRINLEY STATE OF WASHINGTON 12 SLOPE SIGN 603 -1 12 2 SLOPE DESIGNED R. ABE DRAWN S. FISCHER 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 CC CC CC CC CHK'D GUTTER RAIN LEADER DB DB DB DB APP'D CURB PLANTER CURB RA N LEADER FLASHING 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 N` H Illy I I' • f. VENT PIPE METAL SIDING PANELS VENT PIPE CONCRETE WALL i 1 RAIN LEADER WEST ELEVATION RECYCLING BUILDING SOUTH PROCESSING AREA SCALE: 1/4" = 1' -0" EAST ELEVATION RECYCLING BUILDING SOUTH PROCESSING AREA SCALE: 1 /4" = 1' -0" RECYCLING AREA INTERIOR ELEVATIONS SOUTH PROCESSING AREA SCALE: 1/4" = 1' -0" L 10 King County Department of Natural Resources and Parks Solid Waste Division • NORTH CONCRETE CURB ili �ii�f{ li ,!lll 1,111 _Pr ! !i I E OPEl STORAGE ROOM CEILING BEYOND SOUTH STANDING SEAM MTL ROOF SIGN 602 -1 KPG 753 9th Avenue N Seattle, WA 98109 (206) 286 -1640 www.kpg.com 1117 Broadway Suite 501 Tacoma, WA 98402 (253) 627 -0720 T RAIN LEADER GUTTER CONCRETE WALL FLASHING Pei -i ces GWB WARMING ROOM 602 WINDOW TREATMENT GWB N WEST FINISHED PANEL REVIEWED FOR CODECOMPLIANCE APPROVED AUG 2 0 2010 City of Tukwila BUILDING DIVISION INDOW TREATMENT NORTH LEGE \D WARMING ROOM INTERIOR ELEVATIONS SOUTH PROCESSING AREA SCALE: 1 /4" = 1' -0" BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT RECYCLING BUILDING EXTERIOR & INTERIOR ELEVATIONS SIDING TYPE 1 SIDING TYPE 2 CONCRETE RECEIVED JUN 14 2010 PERMIT CENTER 4" BASE, TYP ALL WALLS PROJECT NUMBER: SHT. 435 C00405C09 OF: DRAWING NUMBER: A403 619 0 N 00 F— IE uJ 0_ J F- LL 0 U 0 LL a W co J Z u_ J U cn < I W Q U W Q W O U W m N O E 0 SIDING TYPE BOTH SIDES CONT MTL RUNNER CLOSURE CONT FLASHING W /DRIP EDGE CONT MTL RUNNER CLOSURE CONT FLASHING W /DRIP EDGE NEOPRENE PROFI CLOSURE TOC CONT FLASHING W /DRIP EDGE WALL DETAIL RECYCLING BUILDING FEE RECLCYING YARD SCALE: 1-1/2" = 1' -0" WALL DETAIL RECYCLING BUILDING FEE RECLCYING YARD SCALE: 1-1/2"= 1 ' -0" WALL DETAIL RECYCLING BUILDING FEE RECLCYING YARD SCALE: 1-1/2"= 1' -0" 6079 REGISTERED ARCHITECT DOUGLAS L. BRINLEY STATE OF WASHINGTON SIDING TYPE 2 \i CONCRETE FLOOR CONCRETE FLOOR DESIGNED R. ABE DRAWN S. FISCHER VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" D C B A REV CONT METAL RUNNER 4" METAL STUDS @ 24" OC PANEL CLOSURE SUSPENDED ACOUSTICAL CEILING TILES CEILING, METAL SIDING TYPE 2 METAL TRIM NEOPRENE PROFILE CLOSURE METAL SIDING, TYPE 1 4" LT GA METAL STUDS @ 24" OC CONT METAL ANGLE /RUNNER 2" METAL TRIM 6/10/10 1/8/10 1/8/10 7/31/09 DATE CC CC CC CC CHK'D SIDING TYPE • METAL TRIM DB DB DB DB APP'D SOFFIT DETAIL RECYCLING BUILDING FEE RECLCYING YARD SCALE: 1-1/2" = 1' —O" SOFFIT DETAIL 1 ' -8 " RECYCLING BUILDING FEE RECLCYING YARD SCALE: 1-1/2" = 1 ' -O" MTL SOFFIT PANELS, TYPE 1 SIDING 2 ' -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 3 3 CONT 16 GA CLOSURE ANGLE TO SUIT NEOPRENE PROFILE CLOSURE GUTTER STL BEAM FLASHING W /CONT SEE STRUCTURAL DRIP EDGE CONT MTL RUNNER METAL SIDING TYPE 1 CONT METAL ANGLE /RUNNER NEOPRENE PROFILE CLOSURE CONT TRIM FLASHING CONT BENT PLATE co GUTTER PANEL CLOSURE STL BEAM SEE STRUCTURAL 4" MTL RUNNER, CONT @ BOTTOM OF BEAM METAL SIDING TYPE 1 NEOPRENE PROFILE CLOSURE CONT METAL ANGLE /RUNNER CONT MTL TRIM /DRIP CONT MTL RUNNER SIDING TYPE 1 SIDING TYPE 2 INT SIDING TYPE 2 WALL SECTION RECYCLING BUILDING FEE RECYCLING YARD SCALE: 3/4" = 1' -0" King County Department of Natural Resources and Parks Solid Waste Division CONT FLASHING W/ DRIP EDGE RECYCLING AREA 601 CEILING, TYPE 2 MTL SIDING SECURED TO ROOF JOISTS BEAM, SEE STRUCT CONCRETE FIN FLOOR CONT MTL RUNNER off -1(i FLASHING W /CONT DRIP EDGE SIDING TYPE 1 SIDING TYPE 2 CONT FLASHING W/ DRIP EDGE • o • a WALL SECTION RECYCLING BUILDING FEE RECLCYING YARD SCALE: 3/4" = 1' -0" KPG 753 9th Avenue N Seattle, WA 98109 (206) 286 -1640 www.kpg.com 1117 Broadway Suite 501 Tacoma, WA 98402 (253) 627 -0720 WARMING ROOM ( 602 BEAM, SEE STRUCT SUSPENDED ACOUSTICAL CEILING TILES 9' -0" AFF CONCRETE FIN FLOOR B A401 FLASHING W /CONT DRIP EDGE � mmmmmmm SIDING TYPE 1 SIDING TYPE 2 CONT FLASHING W/ DRIP EDGE C REVIEWED FOR APPROVED COMPLIANCE PROVED AU ti 2 0 2010 City of T ukwila Ct BUILDING DIVISION SIDING TYPE MTL RUNNER BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT RECYCLING BUILDING WALL SECTIONS & DETAILS WALL SECTION RECYCLING BUILDING FEE RECLCYING YARD SCALE: 3/4" = 1' -0" WARMING ROOM ( 602 BEAM, SEE STRUCT SUSPENDED ACOUSTICAL CEILING TILES 9' -0" AFF CONCRETE FIN FLOOR RECEIVED JUN 14 2010 PERMIT CENTER PROJECT NUMBER: C00405C09 SHT. 436 OF: DRAWING NUMBER: A404 619 O 0 N C!) G Uf W 0_ J u_ 0 Ckf 0 0 W C/) C!) O CO I 0 N 2 L_ a U U 0 c DESIGNED DRAWN JD MH VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" C B A REV REFER TO SITE PLAN E031 FOR CONTINUATION NWP TRANSFORMER 'XS' PANEL '2S1' 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 FII F F401_DWG — E401 I EDIT: 6/9/2010 9:06 AM BY GREENBERGAB I PLOT: 6/9/2010 9:32 AM BY GREENBERG, ALLISONA 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 t REFLECTED CEILING - LIGHTING RECYCLING BUILDING FLOOR PLAN - POWER & SIGNAL RECYCLING BUILDING 1/4 " =1' -0" 1/4 " =1'- King County Department of Natural Resources and Parks Solid Waste Division 2 Scale 2 Scale 0 0 6 8 Feet 10 +4 3. � 0 Feet 10 ep I N TERFACE ENG INEERIN Consulting Engineers 1417 4th Ave. Contact Suite 600 Nick Rich Seattle, WA 98101 Project 206.382.0200 OFFICE 2007 -0185 206.382.0202 FAX SHEET BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT KEY\ OTES MOUNT PHOTOCELL ON ROOF FACING NORTH CLEAR OF ARTIFICIAL LIGHT AND OBSTACLES. PHOTOCELL TO CONTROL ALL TYPE 'SH' LUMINAIRES. RECYCLING BUILDING e APp AND FLOOR PLANS - ELECTRICREQu��AL riED RECEIVED JUN 14 2010 PERMIT CENTER PROJECT NUMBER: SHT. 613 C00405C09 OF: ING NUMBER: E401 619 0 0 0 W 0 U- W W v J 0 Co J -J U J z U-