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Permit D09-164 - KING COUNTY - BOW LAKE SCALE HOUSE
BOWLAKE SCALE HOUSE D09 -164 Citv 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.TukwflaWA.gov CERTIFICATE OF OCCUPANCY This certificate is issued pursuant to the requirements of Section 110.2 of the 2006 edition of the International Building Code. At the time of issuance, this structure or portion thereof has been inspected for compliance with the requirements of this code for the occupancy and division of occupancy and the use for which the proposed occupancy is classified. Building Permit No.: D09 -164 Occupant /Tenant: BOW LAKE - SCALE HOUSE Building Address: 18800 ORILLIA RD S, SUITE NO. Parcel No.: 3523049037 Property Owner: KING COUNTY 500 K C ADMIN BLDG, SEATTLE, WA 98104 Use: SCALE HOUSE Occupancy Group/Division: B Type of Construction: VB Automatic Sprinkler System: Provided: Y Required: Y Design Occupant Load: 3 -4 2013 BUILD G OFFICIAL DATE THIS CERTIFICATE TO BE CONSPICUOUSLY POSTED ON THE PREMISES City oOrukwila � Department of'CommunityDevelopment 6300 Southcenter Boulevard, Suite 11100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.lukwilawa its DEVELOPMENT PERMIT Parcel No.: 3523049037 Permit Number: D09 -164 Address: 18800 ORILLIA RD S TUI W Issue Date: 09/17/2010 Suite No: Permit Expires On: 03/16/2011 Tenant: Name: BOW LAKE - SCALE HOUSE 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 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 A NEW 758 SF SCALE HOUSE Value of Construction: $91,270.78 Fees Collected: $2,603.75 Type of Fire Protection: International Building Code Edition: 2006 Type of Construction: VB Occupancy per IBC: 8 * *continued on next page ** doc: IBC -7/07 D09 -164 Printed: 09 -17 -2010 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: hth )://rvrvrv.ci.itikivila.iva.zis Permit Number: D09 -164 Issue Date: 09/17/2010 Permit Expires On: 03/16/2011 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Flood Control Zone: Hauling: N Land Altering: Landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: N Number: 0 Size (Inches): 0 Start Time: End Time: Volumes: Cut 0 C.Y. Fill 0 c.y. Start Time: End Time: Private: Public: Profit: N Non - Profit: N Private: Public: Permit Center Authorized Signature: Date: — D 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 of rk. Ijarn authorized to sign and obtain this development ermi . Signature: �y Date: Print Name: "s ri lX h 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 D09 -164 Printed: 09 -17 -2010 Parcel No. Address: Suite No: Tenant: 0 0 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: htM ://11,tit,it,.ci.tukit,ila.wa.us 3523049037 18800 ORILLIA RD S TUKW BOW LAKE - SCALE HOUSE PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D09 -164 ISSUED 08/13/2009 09/17/2010 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 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: Installation of high- strength bolts shall be periodically inspected in accordance with RISC specifications. 8: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. 9: 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. 10: 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. 11: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 12: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. 13: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site and available to the building inspector for inspection purposes. 14: Insulating materials, where exposed as installed in buildings of any type of construction, shall have a flame spread index of not more than 25 and a smoke development index of not more than 450. Where facings are installed in concealed spaces in buildings of Type III, IV, or V construction, the flame spread and smoke - developed limitations do not apply to facings, that are installed behind and in substantial contact with the unexposed surface of the ceiling, wall or floor. finish. doc: Cond -10/06 D09 -164 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: htW: / /www.ci.tukwila.wa.us 15: 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. 16: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 17: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 18: Manufacturers installation instructions shall be available on the job site at the time of inspection. 19: A Certificate of Occupancy shall be issued for this building upon final inspection approval by Tukwila building inspector. 20: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 21: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum distance of 4- inches shall be maintained above the controls with the strapping. 22: 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). 23: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 24: 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. 25: ** *FIRE DEPARTMENT CONDITIONS * ** 26: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 27: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 28: 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) 29: 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) 30: 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) doc: Cond -10/06 D09 -164 Printed: 09 -17 -2010 0 0 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: htW: / /www.ci.tukwlla.wa.us 31: 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) 32: 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) 33: 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) 34: 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) 35: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 36: 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) 37: 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. 38: Maintain square foot coverage of detectors per manufacturer's specifications in all areas including: closets, elevator shafts, top of stairwells, etc. (NFPA 72-5.5.2. 1) (Including crawl spaces and mezzanine areas.) 39: 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. 40: 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) 41: 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) 42: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 43: The Tukwila Fire Department has changed keybox manufacturers, from Supra to Knox. Install a fire department Knox keybox. Contact the Tukwila Fire Prevention Office at 206 - 575 -4407 for ordering information. 44: Fire Department lock boxes shall be provided for access to all fire alarm panels and sprinkler risers. The appropriate key(s) for access shall be placed in the lockbox. Lockbox order forms must be obtained from the Tukwila Fire Department. The lockbox should be mounted so that it is readily visible and not over 60 inches high. (City Ordinance #2051) 45: Local U.L. central station supervision is required. (City Ordinance #2051) 46: 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. 47: For all commercial, multifamily and single family subdivisions, hydrants shall be placed so that a hydrant is within doc: Cond -10/06 D09 -164 Printed: 09 -17 -2010 0 0 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: hM: / /www.ci.tukwila.wa.us 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) 48: 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) 49: 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) 50: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 51: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 52: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 53: * * * * * * ** Public Works * * * * * * * ** Since at present -day in the absence of an available sanitary sewer main serving Bow Lake facility KC Health has no objections to the 30,000 gallon engineered precast concrete storage vault proposed to serve the expanded facility, with continuace of the existing arrangements for waste water disposal at Cedar Hills Regional Landfill. Refer to July 10, 2008 KC Public Health letter which is attached as part of this permit approval. However, if a nearby sewer main becomes available in the future Bow Lake facility shall establish connection to sanitary sewer. * *continued on next page ** doc: Cond -10/06 D09 -164 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 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: 1SV14" Print Name: �%jQ� "T' e /yot-N Date: q) o �D doc: Cond -10/06 D09 -164 Printed: 09 -17 -2010 N �J(2NILA w7s CITY OF TUKWILA i Community Development Department o Public Works Department Permit Center 1909 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 httn: / /www. ci. tukwila. wa. us •• Mechanical Permit No. Plumbing /Gas Permit No. _ Project No. ...................... Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. "Please Print" SITE LOCATION King Co Assessor's Tax No.: 3523049037 / 3523049124 Site Address: 18800 Orillia Road South, Tukwila, WA Suite Number: Floor: Tenant Name: Bow Lake Recycling and Transfer Station New Tenant: ❑ .....Yes ®..No Property Owners Name: King County Department of Natural Resources and Parks - Solid Waste Division P Y Mailing Address: 201 South Jackson St, Suite 701 Seattle WA 98104 City State Zip CONTACT PERSON — who do we contact when your permit is ready to be issued' Name: Tom Creegan Day Telephone: (206) 263 -6476 Mailing Address: 201 South Jackson St. Suite 701 Seattle WA 98104 City State Zip E -Mail Address: tom.creegan @kingcounty.gov Fax Number: (206) 263 -3001 GENERAL CONTRACTOR INFORMATION; - (Contractor.Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg'5)) Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: ARCHITECT OF RECORD — All plans must be wet stamped by Architect of Record I Company Name: KPG, Inc. Mailing Address: 753 9th Avenue North Seattle WA 98109 u City State Zip Contact Person. Charlie Conway Day Telephone: (206) 286 -1640 E -Mail Address: charlie@kpg.com Fax Number: (206) 286 -1639 ENGINEER DF "RECORD - All plans must be wet stamped by Engineer,of Record Company Name: R. W. Beck, Inc. Mailing Address: 1001 4th Avenue, Suite 2500 Contact Person: Karl Hufnagel E -Mail Address: khufnagel @rwbeck.com WApplications\Fon Applications On Une\2009 ApplicationsU -2009 - Pe nit Application.doc Revised: 1 -2009 bh Seattle WA 98154 City State Zip Day Telephone: (206) 695 -4509 Fax Number: (206) 695 -4701 Page 1 of 6 BUILDING PERMIT INFORMATION — 206 - 431 -3670 CZ7 Valuation of Project (contractor's bid price): $ 632,318 Existing Building Valuation: $ Scope of Work (please provide detailed information): Construct new Scale House at Bow Lake Recycling and Transfer Station Site. Will there be new rack storage? ❑ ..... Yes ❑.. No If yes, a separate permit and plan submittal will be required. Provide All Building-Areas in Square Footage Below Addition to Type of Type of Existing Construction per _ .Occupancy per, Existing:, Interior,Remodel Structure, New IBC IBC 1St;Floor �$ V6 F3 Floor=, 3rd Floor Floors thru" 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 fl): 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: [I ....... Sprinklers El ....... 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. H:Wpplications\Fonns- Applications On line\2009 Applicationsl -2009 - Permit Applianion.doc Revised: 1 -2009 Page 2 of 6 bh r* 'PUBLIC'WORKS PERMIT INFORMATION - 206 -433 -0179 Scope of Work (please provide detailed information): 00 Call before you Dig: 1- 800424 -5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑ ... Water District #125 ❑ .. Highline ❑ . Renton t❑ ...Water Availability Provided Sewer District ❑ ...Tukwila [I ... Valley View ❑ .. Renton ❑ .. Seattle ❑ ...Sewer Use Certificate ❑ ... Sewer Availability Provided 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. Submitted with Application (mark boxes which ao []...Civil Plans (Maximum Paper Size — 22" x 34" ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑ ...Traffic Impact Analysis ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑ ...Hold Harmless — (SAO) ... Hold Harmless —(ROW) Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ .. Right -of -way Use - Profit for less than 72 hours El ::Right -of -way Use - No Disturbance ❑ .. Right -of- -way Use — Potential Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way ❑ Non Right -of -way ❑ ❑ ...Total Cut cubic yards ❑ ...Total Fill cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection _ Irrigation Domestic Water ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...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 Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter RefundBilline: Name: Day Telephone: Mailing Address: City State Zip H:\Applic thons\Fonns- Applications On lim\2009 Applications \I -2009 - Pe mit Application.doc Revised: 1 -2009 Page 3 of 6 bh w • 00 MECHANICAL PERMIT INFORMATION'— 206431 -3670 l } MECIIANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: City state Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Mechanical work (contractor's bid price): $ Scope of Work (please provi� detailed information): Use: Residential: New .... ❑ Replacement .... ❑ Commercial: New .... El lacement .... ❑ Fuel Type: Electric ..... ❑ Gas .... ❑ �t Indicate type of mechanical work being installed and the below: Unit Type: Qty Unit Type: ty Unit Type: Oty Boiler/Compressor: Qty Furnace <100K BTU Air Handling Unit > ,000 Fire Damper 0 -3 HP /100,000 BTU CFM Furnace> 100K BTU Evaporator Cool Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation n Connected rmostat 15 -30 HP /1,000,000 BTU to Single ct Suspended/Wall/Floor Ventilal System Woo Gas Stove 30 -50 HP /1,750,000 BTU Mounted Heater Appliance Vent Ho o nd Duct Emerge 50+ HP /1,750,000 BTU Generator Repair or Addition to - Domestic Other Mech ical Heat/Refrig/Cooling terator, Equipment System Air Handling Unit Incinerator — Comm/Ind <I0,000 CFM H:\Apphcanons\Fonns- Applications On Lme\2009 AppltcationsU -2009 - Permit ApplicationAm Revised: 1 -2009 Page 4 of 6 bh 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 ermit 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: Print NE Mailing Date: .0 1/ / Day Telephone: `^o 6 2,63 G '*-/--,rl A City Date Application Accepted: �,nl I� I Date Application Expires: �I ��f + u Staff Initials: v H:\Applicanons\Fmms- Applications On Ijne\2009 Apphcatmns \1.2009 - Permit Application.doc Revised: 1 -2009 Page 6 of 6 bh PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company N Mailing Ad( Contact Person: E -Mail Address: Contractor Registration Number: Valuation of Project (contractoits bid price): Scope of Work (please provide ktailed infol Building Use (per Int'l Building Code): Occupancy (per Int'1 Building Code): Utility Purveyor: Water: City State Zip Day Telephone: Fax Number: Expiration Date: Indicate type of plumbing fixtures and/or gas pipinAoutlets being instaIX and the quantity below: Fixture Type: 0tv Fixture Type: Qty Fi re Type: Qty Type: Bathtub or combination Bidet ' othes washer, domestic Dental unit, cuspidor bath/shower Dishwasher, domestic, Drinking fountain or Food -waste grinder, Floor Drain with independent drain water cooler (per head commercial Shower, single head trap Lavatory Isk Wash fountain Receptor, indirect waste Sinks Urinals Vater Closet Building sewer and each trailer park sewer Rain water system — per Water heater and/or nt In waste treatment Each grease trap drain (inside building) inr, including trap (connected to not more \veexcept an for kitchen than 4 fixtures - <750 e interceptors gallon capacity) Grease interceptor for Repair i alt tion of Repair or teration of Medical gas piping commercial kitchen ( >750 water pipi and/or water drainage or nt piping system serving 1 -5 gallon capacity) treatment quipment inlets /outlets for a specific gas Each additional medical Back w protective Backflow protec e device Each lawn sprinkler gas inlets /outlets greater de vi other than other than atmosp ric -type system on any one meter than 5 at spheric -type vacuum vacuum breakers A 2 including backflow takers 2 inch (51 mm) inch (51 mm) diamet protection devices iameter or smaller Atmospheric -type vacuum Atmospheric -type Gas piping outlets breakers not included in vacuum breakers not lawn sprinkler backflow /'protections included in lawn protections ( l -5) sprinkler backflow over 5 II WApplicationsTo —s- Applications On- Line\2009 Applications \1 -2009 Permit Application.doc Revised: 1 -2009 bh Page 5 of 6 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: hrip: / /www.TukwilaWA.Pov RECEIPT Parcel No.: 3523049037 Permit Number: D09 -164 Address: 18800 ORILLIA RD S TUKW Status: ISSUED Suite No: Applied Date: 08/13/2009 Applicant: BOW LAKE - SCALE HOUSE Issue Date: 09/17/2010 Receipt No.: R13 -02198 Payment Amount: $60.00 Initials: WER Payment Date: 07/23/2013 02:13 PM User ID: 1655 Balance: $0.00 Payee: C K HUMPHREYS TRANSACTION LIST: Type Method Descriptio Amount ---- - - - - -- ---- -- - - - -- ---- - - - - -- ---- -- - - - - -- Payment Credit Crd MC 60.00 Authorization No. 619596 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------- ----------------- - - - --- --------- --------- - - - - -- --- -- - - - - - -- PLAN CHECK - NONRES 000.345.830 60.00 Total: $60.00 doc: Receipt -06 Printed: 07 -23 -2013 �, `,i 1G) a `o 1908 . ,� GIS of Tukwilar 6 Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington -98188 Phone: 206 - 431 -3670 Fax: 206-431-3665 Web site: haP:1Avww. ci. tukwila. wa. us SET RECEIPT RECEIPT NO: R10 -01829 Initials: JEM User ID: 1165 Payee: KING COUNTY SET ID: 0129 SET TRANSACTIONS: Set Member Amount D09 -161 120.00 D09 -162 60_.00 D09 -164 12A_.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 ---- - - - - -- -- - - - - -- Payment Check ACCOUNT ITEM LIST: Payment Date: 09/14/2010 Total Payment: 1,140.00 SET NAME: BOWLAKE PAYMENT RECEIVED Description Amount --------------------- - - - - -- ------ - - - - -- 620755 1,140.00 TOTAL: 1,140.00 Description ------------------------------ ELECTRICAL PERMIT - NONR MECHANICAL - NONRES PLAN CHECK - NONRES nT T"AM] r Tfl TT/I 773 L 0 Account Code 000.322.101.00.0 000.322.102.00.0 000.345.830 nnn � ,n T n'3 nn rN Current Pmts 240.00 180.00 420.00 "�nn nn C#k of Tukwila. Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206-431-3665 Website: htw: //www.ci.tukwda.wa.us SET RECEIPT Copy Reprinted on 06 -18 -2010 at 10:30:57 RECEIPT NO: R10 -01094 Initials: WER User ID: 1165 Payee: KING COUNTY SET ID: 0129 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 06/18/2010 Payment Date: 06/18/2010 Total Payment: 171,895.27 SET NAME: BOWLAKE .. PAYMENT REC.FIVE0 TRANSACTION LIST: Type Method Description Amount ---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - -- Payment Check 564651 171,895.27 TOTAL: 171, 895.27 ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES 000.322.100 51,262.46 ELECTRICAL PERMIT - NONR 000.322.101.00.0 12,716.48 FIRE IMPACT FEES 90830402.5000.53 12,872.72 �A= LTT ITT T TTnATD"C` /Inn ' nn inn An n C 7C'"/ nn filar T k Ci of u w Department of Community Development 6300 Southeenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: htw:1Avww. ci. tukwila. wa. us PLUMBING - NONRES PW LAND ALT PLAN REVIEW PW PERMIT /INSPECTION FEE STATE BUILDING SURCHARGE TREE MITIGATION 000.322.103.00.0 000.345.830 000:342.400 640.237.114 000.345.811.00.0 TOTAL: 1,206.00 336.00 48,641.00 27.00 12,920.00 171,895.27 TRANSACTION LIST: Type Method Descriptio Amount ---- - - - - -- ----- - - - - -- ---- - - - - -- ------ - - - - -- Payment Check 362754 860.21 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- PLAN CHECK - NONRES 000/345.830 860.21 Total: $860.21 PAYMENT RECEIVED doc: Receiot -06 Printed: 08 -13 -2009 0 0 City of Tukwila Department of Community Development ' 10 6300 Southcenter Boulevard, Suite #100 �= Tukwila, Washington 98188 Phone: 206-431-3670 1908 Fax: 206 - 431 -3665 Web site: http://Www.ci:tukwila.wa.us RECEIPT Parcel No.: 3523049037 Permit Number: D09 -164 Address: 18800 ORILLIA RD S TUKW Status: PENDING Suite No: Applied Date: 08/13/2009 Applicant: BOW LAKE - SCALE HOUSE Issue Date: Receipt No.: R09 -01270 Payment Amount: $860.21 Initials: JEM Payment Date: 08/13/2009 03:12 PM User ID: 1165 Balance: $1,327.90 Payee: KING COUNTY TRANSACTION LIST: Type Method Descriptio Amount ---- - - - - -- ----- - - - - -- ---- - - - - -- ------ - - - - -- Payment Check 362754 860.21 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- PLAN CHECK - NONRES 000/345.830 860.21 Total: $860.21 PAYMENT RECEIVED doc: Receiot -06 Printed: 08 -13 -2009 INSPECTION RECORD L! Retain a copy with permit[ INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: 6-!)o u) t,, A t« Type of Inspection: t`J ilk L/ Addres�: � Z / 6 Date Called: Special Instructions: n C' O ,o _ ? Date Wanted: am. Requester: Phone,No: RApproved per applicable codes 11 Corrections required prior to approval. 2 �+ C'o,,,,A tr {(- / -) nj A 1. l 00(11,1Pigv #9 - A- ,PreMFP\ � E 4SPECTION FEE REQUIRED. Prior to next inspection, fee must be hid at 6300 Southcenter Blvd., Suite 1 00. Call to schedule reinspection. �� INSPECTION RECORD �j Retain a copy with permit o t INSPECTION N0: PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit lnspection•.Request Line (206) 431 -2451 Project: Type of Inspection: �ll•� Address- S �Kj.L-LI ►A tk {� Date Called: Special Instructions: Date Wanted: P.M. _\ Requester: L'--) P O Phone No: Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: I'J t/ , �0 .K 7tD 1 -7 Aacf- -t' s.io i 6G-0t L>~ ;1. d� 5(fRPf tJ � i C C- C�r►•�P (,cr'. i REINSPECT alid at 6300 FEE qQUIRED. Priof to next inspection, fee must be thcen er Blvd., Suite 100. Call to schedule reinspection. .0- INSPECTION RECORD I Retain a copy with permit INSPECTION NO, PERMIT NO. CITY OF I TUKWILA BUILDING DIVISION 6300 Southcenier Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 M" - Pro ect: W L)\ Type of inspection: IS Ll (-=> PE &J �4 t> CEaLl bQ(— Address: I e5sc�o (or? Date Called: Special Instructions: Date W ted: M. -Z-7. Requester: Phone No: -5 S - 2- Approved per applicable codes. Corrections required prior to approval. COMMENTS: 11/5 PKAA�� 0� &,/A/6. App F (E IPECTION FEE RE UIRED. PriJto next inspection. fee must be iIS a!d at 6300 Southcente Blvd., Suite 100. Call to schedule reinspection. r INSPECTION RECORD q Retain a copy with permit ®- B INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 =3670 Permit Inspection Request Line (206) 431 -2451 Project. a W I n � Type �otf Inspection: v� Q'T AJ Address- 1 ��® o O IV, Date Called: Special Instructions: Date Wanted _ f� f p.m. Requester: Phone,yo: 2- Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: vOiiN% - r�ippirvnl - .: - 4ppw'-�, F I00E i N5z, 1 .1f10AJ - t r: Date: _ !INSPECTION FE9 REQUIRED. Prior to next inspection, fee must be id at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Ia Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 +�Z (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Proje t�: qq,,& )// A rr r Type of In�jsoection: Address: ( Date Called: Special Instructions: — Date Wanted :. a.m. Requester: Ph2X3 Approved per applicable codes. Corrections required prior to approval. COMMENTS: —va2 } -�✓ `/ ' � •ry Sz /,f 7 -av /. /sell /-- r REINSPECTION FEE EQUIR6. Prior to next inspection, °fee must be . paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit DC(71 " /to q INSPEC ION NO. PERMIT 140. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #.100, Tukwila. WA 98188 � (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Prorj3ect: o� ' Type ofInspection: GfIP i C3�� � Address: Date Called: I Special Instructions: Date Wanted:. a.m Requester: Phone No: 0-7 MApproved per applicable codes. 11 Corrections required prior to approval. �, INSPECTION RECORD � Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 5outhcenter Blvd:, #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: Type of Ins ection: EQ (A— AddrC�ss: Date Called: Special Instructions: Date Wanted: �m. p.m. Requester: Phone No: 2-S 3 2, SS -850 Approved per applicable codes. Corrections required prior to approval. ld"- y��w...y,;„ .^�, ti.�.�,,, ..,. ri„-..._ r- ��_.+.- ��^` I�l.. l�" �svw. i. �- .y..,�"'a.- �_��•"��y�- ? -�`s+A �+2, }�i.��'�'y'P 4D INSPECTION RECORD Retain a copy with permit D0 - INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: 8 WA 9818 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Pro'ect: now -- Type of Inspection: SPEC i A L -0 akP- c i f- Addr ss: 1 � 060 017 RT L.LI.N V) Date Called: _ Special Instructions: Date Wanted:. Vim. — p.m. Requester: Phone No: ❑ Approved per applicable codes. ❑ Corrections required prior to approval. -s' COMMENTS: t Date: (NS* SPECTION FEE REQ IRED. Prior to next inspection, fee must be d at 6300 Southcenter blvd., Suite 100. Call to schedule reinspection. Project: Type of Inspection: 6 INSPECTION RECORD Date Called: —= Retain a copy with permit Special Instructions: Date Wanted:. a.m. /-3m. INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 vr— (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: Type of Inspection: Address: Date Called: Special Instructions: Date Wanted:. a.m. /-3m. Requester: Phone No: 1:7 017f Approved per applicable codes. ❑ Corrections required prior to approval. _,.' ..�. ._'. y` r�'. y'- _'S"=.�,•-..._._.,,y,- .,,��,_- .ter; -. .�'r` n r,t+�: _. �iCS ... ... to .. �•r iS +L- _- �'�b��- .�.: '�.- :�—.�'�i INSPECTION RECORD 47 Retain a copy with permit 101 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 IZ Pro'e�t: {[ (( I �f!( /.{ ^� Type of Inspection* (/ Address: p (( Date C4Iled: Special Instructions: fI tc d vlj�/� Date Wanted:. a.m 2 iU p.m. Requester: Phone No: o. 2�3 Approved per applicable codes. Corrections required prior to approval. INSPECTION RECORD Retain a copy with permit C� INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd:, #100, Tukwila: WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 P" t: ( Type of Inspection, &6,A4 � -e.67 f i Address:` ®O A Date CAIled: Special Instructions: Date Wanted:. a.m Requester: Phone No: 1 :5 RApproved per applicable codes. F1 Corrections required prior to approval. U paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. p - INSPECTION RECORD ° - v Retain a copy with permit INSPECTION NO. PERMIT NO. CITY-OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Pro'ect: ?1O W 4..A.�� Type of Insp, ttion: , i Address: I � � 4C_� � Ci,1Z� u•4 Date Called: Special Instructions: Date wanted: p.m. Requester: Phone No: MApproved per applicable codes. COMMENTS:. E c': Corrections required prior to approval. ►gip Q ; %4' 14 C_ Inspecto Date /j 4104PECTION FEE REQUIRED. P�ivr to next inspection. fee must be L-- aid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit�� INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila. WA 98188 � (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Y Project: C60 UA K -_. Type of Inspection: � e, &-e- - U C c t Address: Wa d Date Call d: Special nstructions: Date Wanted :. P. Requester: Phone No: � /, 53 - Z65-� 01 ElApproved per applicable codes. 11 Corrections required prior to approval. r4_. .INSPECTION RECORD Retain a copy with permit o (b� INSPECTION NO. - PERMIT N0: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 rC (206) 431 - 3670 Permit Inspection Request Line (206) 431 -2451 Project: Type of Inspection: Address: Date Called: nSRoo n agiuT& R Special Instructions: Date Wanted:. p.m. Requester: Phone No: Approved per applicable codes. El Corrections required prior to appro val. J COMMENTS: Y Inspector: Date: EINSPECTION FEE REQ61RED. Prior to next inspection, fee must be. plaid at 6300 Southcenter Blvd.: Suite 100. Call to schedule reinspection.' ..� INSPECTION RECORD Retain a copy with permit boci- 1,6q INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION - 6300 Southcenter Blvd., #100, Tukwila: WA 98188 _ (206) 431-3670. Permit Inspection Request Line (206) 431 -2451 Project: GC)E �.(�1C� Type of Inspection: S Address: Date Called: 10 8(Do C)R"?ILifyi R Special Instructions: Date Wanted:. p.m. Requester: Phone No: M Approved per applicable codes. Corrections required prior to approval. = i COMMENTS: U I eiAL 5aJSp4-044 b1 I r � t Inspecto : Date: REI S6CTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. a� INSPECTION RECORD Type of Inspection: Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA.98188 Permit Inspection Request Line (206) 431 -2451 (206) 431 -3670 1z' Project: Type of Inspection: '30W ,�Fc►��� naAA4_ •LV, Address: Date Called: �g00 Special Instructions: Date Wanted:. �m1 - f 3 p.m. Requester: Phone No: o2S�- ASS -S�i0 0651Z661 ❑ Approved per applicable codes. ® Corrections required prior to approval. COMMENTS: Date: !- J—/ REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid a16300 Southcenter BlvdAuite 100. gall to schedule reinspection. INSPECTION RECORD 7 Retain a copy with permit "l q INSPECTION NO. r, PERMIT NO. CITY OF TUKWILA BUILDING - DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 tz_ (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: Type of Inspection: a Address: Date Called: 1 13 G on -` In.Wec r: Special Instructions: Date Wanted : i a'`" a.m p.m. Requester: ' Phone No: Approved per applicable codes. El Corrections required prior to approval. 3 C/O' MMENTS: C1 a -` In.Wec r: Date: / i 2 ❑ 1 El PECTION FEE REQUIRED. Prior to next inspection, fee must be e 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit Fpim- ,_ `I INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: TYPeof Inspection: G C>t,,J ?nY'^" -t Address: Date Called: 1 o� b� R, r.i�►� R Special Instructions: Date Want :. T 112— I V; p.m. Requester: LZ A L: Phone No: a.5 3 -265 Approved per applicable codes. Corrections required prior to approval. COMMENTS: �- !WGO1L-C NdVS A r d -�Oa - lo Ll REI!t40ECTION FEE REQUIRED. Prior to next inspection, fee must be pe'id at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permits INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Ir—_ (206) 431 - 3670. y Permit Inspection Request Line (206) 431 -2451 - . Project: lrJ l...A t,( lv - SO A LE �l (hkc4 Type of Inspection: E) I A L-- CC O&)t' f"I E_ Address: t �Q>cJ0 c�R2►LL�r� Rte Date Called: Special Instructions: Date Wanted:. a m Requester: . 0GLi7 - ) -C--) , Phone No: " �Ls 3 -2 s'' Approved per applicable codes. Corrections required prior to approval. COMMENTS:: j4e C ��1� ti y1�r2 r a. bl / Inspector: Date: ❑ REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be p�i at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO:. ,, PERMIT N0: CITY OF.- TUKWILA BUILDING DIVISION 6300 Southcenter Blvd -" #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Proje V Lk Type of In sp ction: /� i,� I�"10. l Address:: Date Called: /13 Special Instructions: :. Date Wanted: r� / a.m. ( m. V p Requester: Phone No: [ - `� Approved.per applicable codes. Corrections required prior to approval. Inspector: Date: Z� (3 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD O° Retain a copy with permit — -- `/ 0 I INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East. Tukwila. Wa. 98188 206 -S7S -4407 Project: Type of Inspection: Address: / Contact Person: Suite #: Iawz IF Special In'stru ions: Phone No.: nApproved per applicable codes. FICorrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: IF Permits: • r � r �� Ali , / � � . u�I► r i V Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: Date: Hrs.: % $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. 13ming Aaaress Attn: Company Name: Address: City: State: zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 1 lI . i k1a King County Road Services Division Materials Laboratory Department of Transportation RSD -TR -0100 155 Monroe Avenue Northeast, Building D Renton, WA 98056 -4199 www.metrokc.gov/roads August 16, 2013 Attention: KPFF Construction Management Team Subject: Summary of Special Inspections Building Permit D09 -164 Bow Lake Recycling and Transfer Station Construction of New Scale House The King County Materials Laboratory (KCML) respectfully submits this summary letter of special inspections and materials testing for the referenced building permit. KCML performed special inspections for reinforced concrete as required by Chapter 17 of the International Building Code, the City of Tukwila Building Permits and the Project Plans and Specifications. The results of our inspections were previously submitted in Daily Inspection Reports dated 12 -12 -2012 through 7 -1 -2013, and corresponding Concrete Field Test Reports and Concrete Compression Test Reports. In our opinion, reinforced concrete construction was performed in general conformance with the approved project plans, specifications and changes authorized by the Engineer. If you have any questions or require further clarification, please contact our office (206) 296 -7709. Respectfully submitted, Ve Timoth n WABO Special Inspector SI 01070 Attachment: Special Inspection Tracking Log Final Summary Permit 009 -164 A6)L'- Alan D. Corwin, P.E. 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M M M M M M M M M M M M M M M M 6 W O O O O ui 3 N 5 a � Z N ap p�pp ol N 0 N N 8 CD O C co �E 7 cn C 0 �O) (F� W C � C m U- r m 0 5 10 .y 0 O n Lj 3 g� II I MAYES TESTING ENGINEERS, INC. May 28, 2013 City of Tukwila Building Department 6200 South Center Blvd Tukwila, WA 98188 -8188 Attention: Building Official Re: King Co Bow Lake Transfer Station Final Letter Scale House 18800 Orillia Road South . Permit No. D09164 Tukwila, WA Project No. L10473, L13057 Gentlemen, Seadfeofice 20225 Cedar Val-r Rced Sate 110 LyrrMOOd, WA 98036 ph 425.7429360 tD(425.745.1737 TacomOf e 10029 S. Tworm Way SLite E -2 Taaxr>a WA98499 ph 253.584.3720 Twc 253.584.3707 Pu a d ofice 7911 NE 33rd Drive Sute 190 Patland, OR 97211 ph 503.281.7515 fax 503.281.7579 This is to inform you that registered special inspections have been completed for this project as per our reports, copies of which have been sent to you. Special inspection was provided for: • Structural Steel Erection/Welding To the best of our knowledge, all work inspected was either performed in accordance with, or corrected to conform to, the city approved drawings, or engineer approved changes. We trust this provides you with the information that you require. Should you have any questions please call us at 425/742 -9360. Sincerely, Mayes Testing Engineers, Inc. Michael J. Mayes, P.E. President RECEIVED CITY OF TUKWILA MAY 2 9 2013 PERMIT CENTER E: APATE Pr- AO 4 FINISHED ��EVIUIQt.O FOR: WEST EAST BACK PANEL REQUIRED GWB SOFFIT ,;w��n ( j1eCh$ Kw SOFFIT FINSHED NORTH END PANELS 1 A361 GWB WB 3 WINDOW VIDEO MONITORS EAST 1' HI K PAINTED BIRCH SOUTH TREAT MEN VENEER GOD, TER GWB ti NTERTOP WORKSPACE GWB 3 ST 1" THICK PAINTED CH GWB p3B1 VENEER PLYWOOD, 2!x3' cwe at R&Ctric o WEST tubing _ o - - - Gas Piping - M ,"1 0 Z N Q OPEN i.I - n -_ _ _ 18 of Tukwila FI SHED - - - FNSHED /. �N6 PANEL-/ AO 4 A023 AO 4 END PANEL Ru;i_P,iN1G DIVISION BAMBOO AO 4 BAMBOO 18 WAINSCOT BASE WAINSCOT BAMBOO BAMBOO 8 -1 -11 WAINSCOT WAINSCOT 4 -0" CLR AO 4 AO 4 4' -0" CUR BASE, BAMBOO TYP WAINSCOT ASE, TYP GWB I -^ BIRCH EDGE BIRCH , BAND, EASE VENEER EDGES PLYWOOD TYP EDGE DETAIL , SCALEHOUSE - INTERIOR ELEVATIONS SCALE: 3" = 1' -0" SIGN 503 -4 TIME C KIOSK CONTROL ROOM 501 I CONTROL ROOM 501 �1 WORK STATION SCALEHOUSE A301 INTERIOR ELEVATIONS /4\ .2' -2" 2' -2 ". SCALE: 1/4" = 1' -0" NORTH EAST � � K EAST SOUTH WEST ` GN E502 Pa GWB El GWB 5 GWB SIGN 52 ° 51 SIGN 503 -6 1 503 -3 #1 ;o IMI SIGN 503 1-- 8'-6" Y ACCESSIBLE BASE BASE FILE COPY LOUVER LOUVER LOCKER LOCKER 0 o, 1 SOUTH WEST Irmlizz. 0 _ HALL 503 �1 SCALEHOUSE A301 INTERIOR ELEVATIONS SCALE: 1/4" = V -0" 0 0 N z O � Q I 3 N c a I SOFFIT SIGI 502 SIGN 502 - w iD Y I � M � ASE, TYP J 4B SOFFIT :SIN PANEL ICKSPLASH VISHED END INEL __. ._.- _,.._..�. ... _.... TOILET 504 D M—; IM SCALEHOUSE A30, SCALEHOUSE A301 INTERIOR ELEVATIONS INTERIOR ELEVATIONS REVISIONS SCALE: 3/8" = 1' -0" SCALE: 1/4" REVIEWED FOR No changes shall be made to the scope RECEIVED NORTH EAST SOUTH oMpL1AN r of work without prior approval of NORTH EAST SOUTH WEST CITY OF TUKWILA GWB A ROVED '-,An ila Building Division. JUL 0 7 2013 GWB Orlr. will require a new plan submittal � GWB -� GWB GW JUL 10 2013 LZ additional plan review fees. , Q Y PERMIT CENTER 52 51 RFI 709 - REVISION TO PERMIT SET - EXIT SIGN NOT REQUIRED PER IBC & IFC SECTION 1011 ' f Tukwila 1 NOTES: snsE BASE LOIL NG DIVISI ' 1. REFER TO SPECIFICATION SECTION 10 0600 - FOR ACCESSORY AND APPLIANCE SCHEDULE KEY. SYMBOL: STORAGE ROOM 506 AF - SERVER ROOM 505 E E SCALEHOUSE A301 SCALEHOUSE A30t INTERIOR ELEVATIONS INTERIOR ELEVATIONS SCALE: 1/4' = 1' -0" SCALE: 1/4" = 1' -0" DESIGNED PROJECT NUMBER: BOW LAKE RECYCLING AND TRANSFER STATION QDTy R. ABE SITE FACILITIES CONTRACT 000405009 N4Efi18TBt King County KPG ARCHITHCT DRAWN 3 11/27/12 RA QI ASI RWB 039.1 - SCALE FACILITY REVISIONS SCALE FACILITY SHT' or: S. FISCHER y 09/t7/12 RA OJ ASI KPG 017. 7539NAvenueN 428 619 DOUGLAS L MIN Er Department of Natural Seatle,WA98109 SuIIe501 VERIFY SCALE 1 x/311/12 RA D3 ASI KPG 016 (206)286 -1640 11117RoaM4 Tacoma, WA 98402 INT IQ EL TI NS DRAWING NUMBER: BAR IS ONE INCH ON 0 01/08/10 CC D8 ISSUED FOR PROPOSAL Resources and Parks Wrw.kpp.rgm (2531627 -0720 �O A361 ANSI 'D" DRAWING ` 0�1' REV DATE CHK•D APP'D REVISION DESCRIPTION Solid Waste Division 2' -0" 2' -0" 2'-0" •v I'n �r 3" HIGH ARIAL LETTER, WHITE ACCENT BAR, 1/4 ", WHITE, SCREEN PRINTED ON FIELD 1 REVERSE SIDE OF CLEAR COVER PANEL TY£E IgMIryIi'I LED STRIP SIGN BACKLIGHT, MTL TRIM 4" ARIAL FONT, WHITE, EO EO BY SIGN MFGR 0 TOP SCREEN PRINTED ON 5 N _ REVERSE SIDE OF CLEAR o REVERSE SIDE OF CLEAR COVER PANEL COVER PANEL PANEL A021 - =,z MTL STANDOFF 0 0 GWB PER MOUNTING POST DIRECTION ARROWS, o FINISH SCHED BACK LAYER 1 -1/2" HIGH, WHITE, SCREEN PRINTED ON I I�((NIyIrTI- PURFICIS �tq�M Oi- r MIDDLE LAYER REVERSE SIDE OF CLEAR DESCRIPTIVE SIGN FRONT LAYER, COVER PANEL 1LIC RE STAIR SIGN FINISH EXTERIOR •I I I II I I'I'I i FLOOR LEVEL SIGN SIDE I i 0 SCREEN PRINTED I h I I IIIIIII ' I DIRECTOR Yt SIGN - ,LEVEL-2 TEXT k IMAGES 1" ARIAL FONT, WHITE, WAYFINDING SIGN DETAIL 5 SCREEN PRINTED ON ililllilil Ililililililllllill REVERSE SIDE OF INTERIOR SIGNAGE - CLEAR COVER PANEL I• I I I I I I III I TSO BUILDING SCALE: 3" = 1' -0" N r- •,:,:,% : }: c..{ �� ?I�d•I`6�d�III�f�IIIII�I�I�I�I I.1 I 1 I I IIIIIII ' i ' TA - 10 EXTERIOR OF DOOR 0302 I. LAYERED RESIN PANEL -. ISO ' �! :IL 1� lI IT l i I I �IlrIIIIiII ELECTRICAL CLOSET T. �:.•;: •I,:: i ;T� ^ IU' Ililllilllilililil�lilllilililil • 1 •• '.. , �-~^4r • 16'METAL MOL16NG'POSTS D A141 1 i 30 NORTH PROCESSING AREA - TRANSFER u A1 ,10.12 KpG BUILDING _ N PROCESSING AREA I SIGN TYPE W IEXIT I INTERIOR SIGNAGE A020 I I TSO BUILDING • SCALE: 1 -1/2" = 1' -0" 2' -0" 2'-0" •v I'n �r 3" HIGH ARIAL LETTER, WHITE ACCENT BAR, 1/4 ", WHITE, SCREEN PRINTED ON FIELD 1 REVERSE SIDE OF CLEAR COVER PANEL 1�. 1}2" 3" HIGH ARIAL 4" ARIAL FONT, WHITE, EO EO EQ EO ACCENT BAR, 1/4 ", WHITE, LETTER, WHITE L. SCREEN PRINTED ON SCREEN PRINTED ON REVERSE SIDE OF CLEAR" REVERSE SIDE OF CLEAR FIELD 1 COVER PANEL (Al2 COVER PANEL 0 1 0 I TY£E IgMIryIi'I .n RESI�RIRt� 1 AO22 I�LIC VId I ?' 1 FIIII a i N _ WHITE, SCREEN PRINTED ON o REVERSE SIDE OF CLEAR COVER PANEL `v LAYERED RESIN PANEL IIIIIIIiII II'I I ep 6 - p iD I Oi- r 0 I DESCRIPTIVE SIGN i 9 A022 STAIR SIGN 10 10 A022 FLOOR LEVEL SIGN D 1 A021 0 D2 2 A021 DIRECTOR Yt SIGN - ,LEVEL-2 W 3 AO21 WAYFINDING SIGN:- 'LEVEL -9 W2 4 A021 WAYFINDING SIGN:;' LEVEL 2 o NOT REQUIRED PER IBC k IFC SECTION 1011 N D A113 TA - 10 EXTERIOR OF DOOR 0302 1�. 1}2" 3" HIGH ARIAL 4" ARIAL FONT, WHITE, EO EO EQ EO ACCENT BAR, 1/4 ", WHITE, LETTER, WHITE L. SCREEN PRINTED ON SCREEN PRINTED ON REVERSE SIDE OF CLEAR" REVERSE SIDE OF CLEAR FIELD 1 COVER PANEL (Al2 COVER PANEL 0 1 0 I 0 I 0 0 I I 0 RIlL ' ROOM I III I� I W IVISO �I Ifl�l�lil ill ��('EY I'�iR'I I I IIIIIiF� f4 l�l¢i�l'i!ri I IIIIIIIIII III'Illlllll II I�fIIIIIIIIIII II IIIIIII "II IIIIIIII'Il'Illlil I�I�I�I�I�I II�III�IIIII�I11�1 III'I'IIIIIIIII ' ll I�Iililllill IIlIIIllililllil�l v :I q TY£E IgMIryIi'I DESCRIPTION RESI�RIRt� 1 AO22 I�LIC VId I ?' 1 FIIII 2 i DIRECTION ARROWS, 1 -1/2" HIGH, - WHITE, SCREEN PRINTED ON �1 REVERSE SIDE OF CLEAR COVER PANEL Iii rl�i ��Ir I�AI IIIIIIiIIiI III LAYERED RESIN PANEL IIIIIIIiII II'I METAL MOUNTING POSTS Ii'IIiIIIIIII IiI I I I I I I I I I I I I I I I I I I I I I I 1 11111 6 IIIlilllilll I'i 0 I 0 0 I I 0 RIlL ' ROOM I III I� I W IVISO �I Ifl�l�lil ill ��('EY I'�iR'I I I IIIIIiF� f4 l�l¢i�l'i!ri I IIIIIIIIII III'Illlllll II I�fIIIIIIIIIII II IIIIIII "II IIIIIIII'Il'Illlil I�I�I�I�I�I II�III�IIIII�I11�1 III'I'IIIIIIIII ' ll I�Iililllill IIlIIIllililllil�l v :I q LEVEL 1---- MULTI- PURPOSE ROOM, PUBLIC RESTROOM LEVEL _ CONFERENCE ROO PUBLIC RESTROOM _ SUPERVISOR OFFICE BREAK ROOM MENS LOCKER ROOM- _ WOMENS LOCKER ROOM BAMBOO VENEER SIGN TYPE D INTERIOR SIGNAGE A020 TSO BUILDING SCALE: 3" = 1' -0" � a o 1 TY£E N DESCRIPTION 5. 1 AO22 — 3/16" BAR, 2 WHITE r U - A R{ BAMBOO VENEER• V1 ROOM NAMES ROOM IDENTIFICATION, 2 SYMBOL — 1" ARIAL FONT , 5 AO22 0 C' 6 MTL TRIM AUTHORIZED PERSONNEL ONLY SIGN 7 7 A022 Oi- r 0 8 A022 DESCRIPTIVE SIGN LEVEL 1---- MULTI- PURPOSE ROOM, PUBLIC RESTROOM LEVEL _ CONFERENCE ROO PUBLIC RESTROOM _ SUPERVISOR OFFICE BREAK ROOM MENS LOCKER ROOM- _ WOMENS LOCKER ROOM BAMBOO VENEER SIGN TYPE D INTERIOR SIGNAGE A020 TSO BUILDING SCALE: 3" = 1' -0" � a o 1 TY£E N DESCRIPTION WHITE 1 AO22 — 3/16" BAR, 2 WHITE r U m I 3 AO22 WHITE, TYP FOR V1 ROOM NAMES ROOM IDENTIFICATION, 2 SYMBOL — 1" ARIAL FONT , 5 AO22 0 C' 6 6 A022 AUTHORIZED PERSONNEL ONLY SIGN 7 7 A022 SUSTAINABLE CHARACTERISTICS SIGN 0 8 A022 DESCRIPTIVE SIGN i 5" 912" Ir BAMBOO VENEER yi• I r MTL TRIM _ MULTI - PURPOSE ROOM _ PUBLIC RESTROOM LEVEL 2--- CONFERENCE ROOM,,,,, SUPERVISOR OFFICE BREAK ROOM MENS LOCKER ROOM WOMENS LOCKER ROOM- — FIELD 2 TY£E — 1" ARIAL FONT, DESCRIPTION WHITE 1 AO22 — 3/16" BAR, 2 WHITE �) — 1/2" ARIAL FONT, 3 AO22 WHITE, TYP FOR 4 ROOM NAMES ROOM IDENTIFICATION, 2 SYMBOL — 1" ARIAL FONT , 5 AO22 —!WHITE, — 3/16" BAR, WHITE — 1/2 "•ARK FONT, WHITE, TYP FOR ROOM NAMES., --`'MTL TRIM 1 1 N FIELD 2 sr „i1" ARk''FONT, WHITE 3/16" BAR, WHITE 1/2" ARIAL FONT, WHITE, TYP FOR ROOM NAMES 1" ARIAL FONT, WHITE 3/16" BAR, WHITE 1/2" ARIAL FONT, WHITE, TYP FOR \ ROOM NAMPES r MTL TRIM s'SIGN ; LEGEND TY£E DETAIL DESCRIPTION 1 1 AO22 ROOM IDENTIFICATION 2 2 AO22 ROOM IDENTIFICATION, SIMPLE 3 3 AO22 ROOM IDENTIFICATION, 3 SYMBOL 4 4 AO22 ROOM IDENTIFICATION, 2 SYMBOL 5 5 AO22 SYMBOL SIGN 6 6 A022 AUTHORIZED PERSONNEL ONLY SIGN 7 7 A022 SUSTAINABLE CHARACTERISTICS SIGN 8 8 A022 DESCRIPTIVE SIGN 9 9 A022 STAIR SIGN 10 10 A022 FLOOR LEVEL SIGN D 1 A021 DIRECTORY. SIGN - LEVEL 1 D2 2 A021 DIRECTOR Yt SIGN - ,LEVEL-2 W 3 AO21 WAYFINDING SIGN:- 'LEVEL -9 W2 4 A021 WAYFINDING SIGN:;' LEVEL 2 INTERIOR SIGNAGE SCHEDULE LOCATION v�—i FIELD TEXT CO N CO INSTALL SURFAGF id j NO NAME 1 1 2 c3i'. o COVER PANEL m PENTHOUSE LEVEL - TSO BUILDING - CONTINUED FROM A020 STA -8 STAIR A 9 1 R ROOF ACCESS RESTRICTED TO PERSONNEL TRAINED IN USE OF FALL PROTECTION GEAR S • • a SIGN TYPE D2 2 D/A141 A /A143 STA -9 EXTERIOR OF DOOR D301 9 R STAIR ROOF ACCESS S • TSO BUILDING SCALE: 1-112' = 1' -0" T50 BUILDING SCALE: 3" = 1' -0' • NOT REQUIRED PER IBC k IFC SECTION 1011 D A141 D A113 TA - 10 EXTERIOR OF DOOR 0302 2 ELECTRICAL CLOSET • • PROJECT NUMBER: D A141 D A113 NORTH PROCESSING AREA - TRANSFER KpG BUILDING 401 -1 N PROCESSING AREA I I IEXIT I I I I • A A221 401 -2 EXTERIOR SIDE OF DOOR D401 2 1 NORTH PROCESSING AREA u - J. PALMER Department of Natural • ARCHITECTURAL GENERAL - A /A211 401 -3 N PROCESSING AREA 1 5 1 IFIRE EXTINGUISHER I F 1 • 1 1 • 1 A A221 SCALE FACILITY - SCALEHOUSE 502 -1 BREAK ROOM 5 FIRE EXTINGUISHER F • • ,I Resources Parks Izas)2estsro rarAmD,wA9sao2 C A301 C A361 502 -2 BREAK ROOM 1 502 BREAK ROOM • • ."-, •- • -• - and Solid Waste Division www.0g.cm (253) 627 -0720 C A301 C A361 503 -1 HALL 3 504 RESTROOM A,M,W • • REV DATE CHK'D APP'D - B A361 503 -2 HALL 1 505 SERVER CLOSET • • - B A361 503 -3 HALL 1 505 SERVER CLOSET • • - B A361 503 -4 HALL 1 506 STORAGE • • - B A361 503 -5 EXTERIOR SIDE OF DOOR D507 2 503 SCALEHOUSE • • - B/A311 3 -6 AL TI GUISHER F • • - 113/-A3&1 50 - U I 'T D&TALL fpg'j"T' • - 507 -1 EXTERIOR SIDE OF DOOR D508 I 517 ELECTRi1 • • - B/A311 RECYCLING BUILDING 601 -1 RECYCLING AREA 5 FIRE EXTINGUISHER F • • - C A402 601 -2 RECYCLING AREA 5 EYE WASH E • • - C A402 602 -1 EXTERIOR SIDE OF DOOR D601 2 602 ATTENDANT • • - A /A403 603 -1 EXTERIOR SIDE OF DOOR D602 2 603 STORAGE • • - B/A403 I , r It •�; 1" ARAL FONT, WHITE, SCREEN PRINTED ON I 7— -, REVERSE SIDE OF CLEAR j BAMBOO VENEER COVER PANEL I s SIGN TYPE W2 a SIGN TYPE D2 2 E c; , r, 1 r,: j,e. •.I' ! INTERIOR SIGNAGE A020 INTERIOR SIGNAGE A020 RFI 709 - REVISION TO PERMIT SET - EXIT SIGN TSO BUILDING SCALE: 1-112' = 1' -0" T50 BUILDING SCALE: 3" = 1' -0' NOT REQUIRED PER IBC k IFC SECTION 1011 H ,�, I, DESIGNED BOW LAKE RECYCLING AND TRANSFER STATION PROJECT NUMBER: �. - .a 1'�=, °-:i'• -" t E07Y it, \ REfitB: u- S. FISCHER King County KpG SITE FACILITIES CONTRACT COO405C09 DRAB s"'' °F` ARCNITECT u J. PALMER Department of Natural 75391hAv¢nueN SeaWe,WA98109 Suite ARCHITECTURAL GENERAL 329 619 1 ' ��iAawo 1111711roattway 501 INTERIOR SIGNAGE TYPES , . .'.� VERIFY SCALE ,I Resources Parks Izas)2estsro rarAmD,wA9sao2 D„,,„„G „,,,�R, BAR IS ONE INCH ON ANSI •D• DRAWING • 0 01/06/10 CC D6 ISSUED FOR PROPOSAL -' '• ' • - -', '-.+ -. 1 '- -' ."-, •- • -• - and Solid Waste Division www.0g.cm (253) 627 -0720 A02 ` -^ --• -- - -�' `- 0 � 1 REV DATE CHK'D APP'D REVISION DESCRIPTION King County Bow Lake Recycle & Transfer Station Site Facilities Contract Contract Number 00405C09 Landscape Agreement Monday, June 04, 2012 Minnie Dhaliwal, Planning Supervisor City of Tukwila, Planning Division 6300 Southcenter Blvd, #100 Tukwila, WA 98188 Re: Bow Lake Recycling and Transfer Station (building permit #D09 -161) It is understood by the parties to this letter that; The City of Tukwila has determined to facilitate the issuance of a TCO /CO by the City for the 3 -Story Transfer Building at the Bow Lake Transfer Center to move the landscape requirements from Milestone II under building permit D09 -161 (Construction of a new 100,596 SF, 3 -Story Transfer /TSO building) to Milestone III D09- t1!6;4](Sonstruction of a New 758 SF Scale House) the following drawings including Landscape Plan drawings 1-11 -1-13, 1-23 -1-27, L100- L108, L121— L125 and L201— 206. Answers to the comments received from the city (5/24/12) are following and added to the plans for clarity: Q1: It is still not clear what work has already been done for the project, and what landscaping elements are to be transferred to Milestone III work, other than the formal landscaping in the immediate vicinity of the new building (Sheets L100 — 1-125). Al: See the attached "Landscape and Tree Replacement Milestones" for a division of work areas completed and to be completed (refer to DWG G018). Q2: The submitted Sheet L202 does not reflect the approved change for relocating wildlife snags and logs (see attached drawing "Plan for Relocated Wildlife Snags and Logs "), which we assume have not yet been installed and will be part of Milestone III. A2: The wildlife snags and log were added by Change Order. "RWB 023 - Snags on East Slope" attached, was provided to the contractor for completion during the Milestone 3 work. Q3: The submitted sheets for wetland mitigation - L205 and L206 are not up to date — some of this planting will not be done, as the project did not impact all of the area originally identified 6/4/2012 12:29 PM 1/4 Author: Chris Prochazka (KPFF) ffmo King County Bow Lake Recycle & Transfer Station Site Facilities Contract Contract Number 00405C09 Landscape Agreement and as far as we know, some (possibly all) of the planting has already been done in the wetland mitigation areas (see attached "Bow Lake Revised Planting Plan "). A3: Correct, this work is complete. "Bow Lake Revised Planting Plan" represents the as -built restoration. Q4: We think that the planting has also been done near Stream E2 (see attached drawing — "Tree Revision ADDL Mitigation Area "). A4: Correct, this work is complete. "TREE REVISION ADDL MITIGATION AREA" represents the as -built restoration. Q5: Also, some of the tree replacement planting was already completed along the north side of the project site ( "Sheet 2" of the original tree replacement plan) and should be reflected in the letter and drawings, if they are part of permit D09 -161. A5: The tree replacement area along the north perimeter of the site was completed under Public Works Permit PW08 -135. This work was related to L23 through L27 of that permit package (attached). Work was approved as part of the closeout of that permit (see DWG G018 for overview of work). Q6: Finally, the WSDOT screening buffer has been planted and this needs to be shown as complete, if it is part of permit D09 -161. A6: The WSDOT screening buffer, west of Wall A (west portion of site) was also completed under Public Works Permit PW08 -135. This work was related to L11 through L13 of that permit package. Work was approved as part of the closeout of that permit. Refer to KPG's letter dated June 4, 2012 for all work completed during Milestone II with explanation of work to be transferred to Milestone III. KPG's letter and the following documents define the work that was completed during Milestone I and Milestone II and the work we are requesting to transfer to the new permit for Milestone III are attached. 6/4/2012 12:29 PM Author: Chris Prochazka (KPFF) 2/4 King County Bow Lake Recycle & Transfer Station Site Facilities Contract Contract Number 00405C09 Landscape Agreement 1. Landscape and Tree Replacement Milestones (DWG G018) 2. RWB 023 - Snags on East Slope (ASI - Architect's Supplemental Information) 3. RWB 023 - Snags on East Slope (WILDLIFE LOG detail) 4. RWB 023 - Snags on East Slope (As -built DWG L202) 5. Bow Lake Revised Planting Plan (DWG L205 zoomed -in showing work completed) 6. TREE REVISION ADDL MITIGATION AREA (ESA Adolfson) 7. LANDSCAPE PLAN (DWG L11) 8. LANDSCAPE PLAN (DWG L12) 9. LANDSCAPE PLAN (DWG L13) 10. TREE REPLACEMENT PLAN (DWG L23) 11. TREE REPLACEMENT PLAN (DWG L24) 12. TREE REPLACEMENT PLAN (DWG L25) 13. TREE REPLACEMENT PLAN (DWG L26) 14. TREE REPLACEMENT PLAN (DWG L27) 15. KPG's Letter 16. KPG's Landscape Letter Key 17. Milestone II Plants Received (spreadsheet) 18. Milestone II & Milestone III Temporary Landscape Irrigation System 19. Landscape work completed during Milestone II (DWG L100) 20. Landscape work to be completed during Milestone III (DWG L101) 21. Landscape work to be completed during Milestone III (DWG L102) 22. Landscape work to be completed during Milestone III (DWG L103) 23. Landscape completed during Milestone II (DWG L104) 24. Milestone II and Milestone III Work (DWG L105) 25. Milestone II and Milestone III PLANT SCHEDULE AND DETAILS (DWG L106) 26. Milestone II and Milestone III LANDSCAPE DETAILS (DWG L107) 27. Milestone II and Milestone III LANDSCAPE DETAILS (DWG L108) 28. Work to be completed during Milestone III (IRRIGATION PLAN L121 refer also to attachment 17) 29. Work to be completed during Milestone III (IRRIGATION PLAN L122 refer also to attachment 17) 30. Milestone II completed Irrigation (IRRIGATION PLAN L123 refer also to attachment 17) 31. Milestone II and Milestone III Irrigation (IRRIGATION PLAN L124 refer also to attachment 17) 32. Milestone II and Milestone III Irrigation Details (IRRIGATION DETAILS L125) 6/4/2012 12:29 PM Author: Chris Prochazka (KPFF) 3/4 k p f _f j' King County Bow Lake Recycle & Transfer Station Site Facilities Contract Contract Number 00405C09 Landscape Agreement 33. Milestone I and Milestone III (TREE REPLACEMENT PLAN L201 refer also to attachment one for overview) 34. Milestone I and Milestone III (TREE REPLACEMENT PLAN L202 refer also to attachment one for overview) 35. Milestone II and Milestone III (TREE REPLACEMENT DETAILS L203 refer also to attachment three for additional) 36. Milestone II and Milestone III (TREE REPLACEMENT PLAN L204) 37. Milestone II and Milestone III (WETLAND AND BUFFER MITIGATION PLAN 1-205refer also to attachment five) 38. Milestone II and Milestone III (WETLAND AND BUFFER MITIGATION PLAN L206) Please feel free to call me should you have any questions. Sincerely, Acknowledged, Chris Prochazka KPFF, Consulting Engineers'1r� "� 425 - 591 -7381 Planning epartm nt City of Tukwila 6/4/2012 12:29 PM Author: Chris Prochazka (KPFF) 4/4 KPG 753 91h Avenue North Seattle, WA 98109 P: 206.286.1640 F: 206.286.1639 www.kpg.com Monday, June 04, 2012 City of Tukwila, Planning Division 6300 Southcenter Blvd, #100 Tukwila, WA 98188 Re: Bow Lake Recycling and Transfer Station (building permit #D09 -161) We have reviewed the landscape installation progress at the Bow Lake Recycling and Transfer Station and as of our site visit on 5 -29 -2012, the following landscape items are complete (see the attached site plan for planting locations): 1. The A -line plantings are now complete; the following plants have been installed per the plans: a. Ribes sanguineum/ Red Flowering Currant b. Euonymus japonica 'Silver Queen' (approved substitution for Escallonia langleyensis/ Apple Blossom Escallonia due to concerns about hardiness) c. Philadelphus 'Dwarf Minnesota Snowflake'/ Dwarf Minnesota Snowflake Mock Orange d. Osmanthus delavayii/ Delavay Osmanthus e. Euonymus alata 'Compacta'/ Dwarf Burning Bush f. Euonymus fortunei'Coloratus'/ Wintercreeper Euonymus 2. The F -line plantings are now complete; the following plants have been installed per the plans: a. Prunus sargentii'Columnaris'/ Columnar Sargent Flowering Cherry b. Cists x hybridus/ White Rockrose c. Cistus purpureus/ Purple Rockrose d. Abelia 'Sherwoodii'/ Glossy Abelia (approved substitution for Abelia 'Rose Creek'/ Rose Creek Abelia) e. Fragaria 'Lipstick'/ Lipstick Strawberry f. Euonymus fortunei'Coloratus'/ Wintercreeper Euonymus g. Prunus laurocerasus'Mount Vernon'/ Dwarf English Laurel 3. The D -line plantings (along the east side of Road A) are now complete; the following plants have been installed per the plans: a. Prunus sargentii'Columnaris'/ Columnar Sargent Flowering Cherry b. Betula jacquemontii /Jacquemontii Birch c. Iberis sempervirens/ Evergreen Candytuft d. Euonymus fortunei'Coloratus'/ Wintercreeper Euonymus e. Helianthemum nummularium/ Sunrose f. Arctostaphylos uva -ursi/ Kinnikinnick 4. The plantings along the east slope of the transfer building are approximately 99% complete; the following plants have been installed per the plans: a. Prunus sargentii'Columnaris'/ Columnar Sargent Flowering Cherry KPG b. Zelkova serrata ' Musashino'/ Musashino Zelkova c. Cistus x hybridus/ White Rockrose d. Cistus purpureus/ Purple Rockrose e. Euonymus alata ' Compacta'/ Dwarf Burning Bush f. Euonymus alata / Burning Bush g. Osmanthus delavayii/ Delavay Osmanthus h. Philadelphus'Dwarf Minnesota Snowflake'/ Dwarf Minnesota Snowflake Mock Orange L Abelia 'Sherwoodii'/ Glossy Abelia (approved substitution for Abelia 'Rose Creek'/ Rose Creek Abelia) j. Viburnum opulus'Nanum'/ Dwarf European Cranberry Bush (27 of 38 installed) k. Euonymus fortunei'Coloratus'/ Wintercreeper Euonymus I. Arctostaphylos uva -ursi/ Kinnikinnick m. Fragaria 'Lipstick'/ Lipstick Strawberry n. Helianthemum nummularium/ Sunrose Outstanding items include: a. Complete a single row of shrubs at the bottom of the slope; shrub to be installed: Viburnum opulus'Nanum' (remaining 11 plants expected to be delivered within the next month) It has been agreed that this outstanding item shall be transferred to Milestone III, building permit #D09 -164. 5. The plantings against the northwest corner and west.wall of the transfer building are now complete; the following plants have been installed: a. Prunus sargentii'Columnaris'/ Columnar Sargent Flowering Cherry b. Cistus x hybridus/ White Rockrose c. Cistus purpureus/ Purple Rockrose d. Abelia 'Sherwoodii'/ Glossy Abelia (approved substitution for Abelia 'Rose Creek'/ Rose Creek-Abelia) e. Osmanthus delavayii/ Delavay Osmanthus f. Ribes sanguineum/ Red Flowering Currant g. Euonymus alata 'Compacts'/ Dwarf Burning Bush h. Euonymus japonica 'Silver Queen' (approved substitution for Escallonia langleyensis/ Apple Blossom Escallonia due to concerns about hardiness) i. Rosa 'Pink Flower Carpet'/ Carpet Rose j. Helianthemum nummularium/ Sunrose k. Iberis sempervirens/ Evergreen Candytuft Please feel free to contact our office if you have any questions or if we can provide any further information, Sincerely, C Senior Lan'd§cne'Afchitect Cal rvwm Aram- KPG's Landscape Letter Key - Dz-tm (Z) F—LIKE Milestone II Plants Received ADDENDUM 4 PLAN QUANTITIES INVOICE 67186 INVOICE 67187 INVOICE 67360 INVOICE 67416 INVOICE 15184 S 67422 Rejected from INVOICE 67422 INVOICE 67511 B 15188 INVOICE 67576 INVOICE 67705 TOTAL TOTAL NOTES Name LATIN COMMON Plan quantity Quentky Quantity QuaMRy Qwmity QpaMfty 4ranUty Qranti[y Quamky DELIVERED REMAINING / APPROVED SUBSTITUTION �._,�. Unit _ Delivery Date .ter._ -_� -it., Date �. Deli-, Date Delivery Data .1hary Date Date Rejected tir>r..�a Delivery Date n.r>r.�H DeliwryDate t1elh+w..d Oelhery Date I I T1 IACERCIRCCINATUMMNEMAPLE I I 6 I EA I I I I I I I I I I I I I I 1 I 1 I 1 0 I -6 1 wo o t ese t�rae�Ies On the 0' ma were noted as 12 -53 stressed on / 7 12 hes .trees a e under 2 T2 BETULA IACQUEMONTII /JACQUEMONTII BIRCH 65 EA 12 3/29/12 bse—r— and ma be ).moved tithe o of �urvlyel .� � 3 T3 CERCIS OCCIDENTAUS /WESTERN REDBUD7 APP ROVED SUBSTITUTION CERCIS CANADENESS FOR CERCIS OCCIDENTALIS 7 EA O -7 4 T4 FRAXINUS OXYCARPA/RAYWOOD ASH 5 EA 0 -5 5 TS MAGNOLIA "GALAXY" /GALAXY MAGNOLIA 2 EA 0 -2 6 T6 PRUNUS SARGENTII "COLUMNARIS" /COLUMNAR SARGENT FLOWERING CHEERY 27 EA 2 3/29/12 12 4/25/12 14 -13 7 T7 PRUNUS SERRULATA "SHIROTATAE' /MT. FUJI CHEERY 1 EA 2 4/19/12 2 1 8 TS ZELKOVA SERRATA "MUSASHINI" /MUSASHINO ZELKOVA 14 EA 5 4/19/12 6 4/25/12 11 -3 T9 PSEUDOTSUGA MENZIESII /DOUGLAS FIR 7 EA 0 -7 10 TIO THWA PLICATA/WESTERN RED CEDAR 5 EA 0 -5 11 T31 CALOCEDRUS DECURRENS /INCENSE CEDAR 9 EA 0 -9 12 T12 C UPRESSUSSEMPERVIRENS /ITALIANCYPRESS 34 EA 0 -14 Edgy 13 SS EUONYMUS ALATAt URNING BUSH 31 EA 11 11 0 We have received all plants of this vanety. 14 S2 EUONYMUS ALTA "COMPACTA' /DWARF BURNING BUSH 122 EA 30 03/29/12 33 4/26/12 7 5/17/12 70 -52 The 4'1 E",il ale gleyds s,th twe,edelivered on 3%29/12 `0 1 voice 67360 were7electeddueto poor puaI.W (prior my +in9pei:tion`dutiea). 1 S3 ESCALLONIA LANGLEYENSIS /APPLE BLOSSOM APPROVED SUBSTITUTION EUONYMOUS IAPONI 98 EA 45 Rejected 03/29/12 4 4/19/12 3 5/17/12 4 -94 Invoice 67187 Iso howed 45 tth variety bold ESCALLONIA? "SILVER QUEEN" FOR ESCALLONIA LANGLEYENSIS appears Tom ReeU (PrNlousl pector) hid Tossed their oft. ,\Previously a subst+tutlon -was made to use Euts"mous ]aponiw Today 5/8/12 19 new plants were brought to the s+te, the rejected plants have not been removed KPG rejected the 19 plants from imoice 67411 16 54 OSMANTHUS DELAVAYII /DELAVAY OSMANTHUS 109 EA 27 3/29/12 19 4/26/12 -19 4/27/12 19 5/8/12 6 5/17/12 52 -57 that were delivered on 4/26/12 during their site vis+t on 4/27/12 (see KPG's Field report dated 4/27/11 received In an emaJ on 5/1/12. PHILADElPHUS'DWARF MINNESOTA 17 S5 SNOWFLAKE" /DWARF MINNESOTA SNOWFLAKE MOCK 83 EA 30 3/29/12 19 4/26112 49 -34 ORANGE 11 S6 RIBESSANGUINEUM /RED FLOWERING CURRANT 60 EA 22 3/29/12 10 4/19/12 32 -28 mtahment'an i/22/12.1winiedane ailati 5 /22 %12atat gtheinvoim orrectly . 1 57 ABELIA 'ROSE CREEK" /ROSE CREEK ABELIA APPROVED SUBSTfTUT10N SHERWOOD ABELIA "SHERW00011" FOR "ROSE CREEK" 284 EA 18 4/19/12 63 4/26/12 16 5/17/12 97 -187 labeled and Abele Sherwood the glints we letually received: 5/18/12 . All invoices received ewer show Abefia Rose Creek received histead-of _ the approveti subsntutiooAbe1W'Sherwood'u': 20 S8 CISTUSKHYBRIDUS/WHITEROCKROSE 151 EA 8 4/19/12 39 4/26/12 5 5/17/12 52 -99 22 S9 CISTUS PURPUREUS /PURPLE ROCK ROSE 167 EA 13 4/19/12 33 4/26/12 3 5/17/12 49 -118 22 SID ROSA "PINK FLOWER CARPE -' /CARPET ROSE 51 EA 16 4/19/12 16 -35 23 S11 SYRINGA MEYERI "PAUBIN'/PALIBIN MEYER LILAC 125 EA 0 -125 51'2 -"Yis call °M out on ((Phaxwp°iRl 29 to A28e00 a d L300 ail H to A2O 00), this ar cry 2 S32 VIBURNUM OPULUS "NANUM" /DWARF EUROPEAN SS EA LL 21 6/1/12 27 I- -28 w81 no a ava lab a fo two months nd the CRANBERRY BUSH landscape plan on mstallingthisvanety Me east slope tt at time 25 GI ARC TOSTAPHYLOS 'UVA- URSI "/KINNIKINNICK 3360 IGALLON 50 4/19/12 225 4/26/22 585 5/8/12 200 5/17/12 1060 -2300 26 G2 EUONYMUS FORTUNEI "COLORATUS'/WINTERCREEPER EU ONYMUS 3103 1 GALLON 430 03/29/12 400 4/26/12 830 -2273 Themare e21'G3lgioun covers thit +ar�yirc noti�} avaitab eb t suppler for pWnnng.fonatdeast 27 G3 FRAGARIA "UPSTICK- /UBSTICK STRAWBERRY 3320 1GALLON 500 4/26/12 230 S/8/12 730 -2590 two ks. he G3's re ceded toR ish the -+ Wndsope ma ant e east sbDe of the SO as , discussed on /16 32. - 2 G4 HEUANTHEMUM NUMMULARIUM /SUNROSE 1315 1 GALLON 70 4/19/12 130 4/26/12 200 -1115 2 GS IBERISSEMPERVIRENS /EVERGREENCANDYTUFT 1 1370 1 -GALLON SO 4/19/12 100 5/8/12 165 6/1/12 315 -1055 G6 PRUNUS LAUROCERASUS "MOUNT VERNON' /DWARF ENGLISH LAUREL 195 1 GALLON 100 4/26/12 100 -95 G7 DROUGHT TOLERANT GRASS SEED TYPE I 840 SF 0 -840 G8 DROUGHT TOLERANT GRASS SEED TYPE 2 5985 SF 0 -5985 E (D � U) § P m 0- co cn 'D § � cz o 0- E @ F- @ E R % � 06 ¢ � R � � � & ;O t !!!!!. .!!!!!! !!t! | ||| )| || „ 1 ------ .., : =_: !!!l : ; ; ■| ' .. .... . ,�� |,....... � i|ii °!!!� ;|! ! |i`i§! §l• ; § §k` ;) |; | ;t' | "� " , =i mmam.mm - •mmmmmmmma.� » / /[/ � , §|/ \! , � ■ all |! : � (N T 2 $ \/ D1-1-,-... ) / \ ; § k �!_ 7 §§ w F- | ��» ! §§{ . 22 ; §m§§ - - - � ■ all |! : � (N T 2 $ \/ D1-1-,-... ) / \ ; § k �!_ 7 §§ w F- | ��» ! §§{ . 22 ; §m§§ ME u. o. Landscape work outlined in red on this sheet was completed during Milestone II. WSDOT SCREENING BUFFER (BY OTHERS) 4 �1 UJ19�L.- wti -.. SEE ISLAND CONCRETE PAD LAYOUT, SHEET L107. . .y ; ' e err: c!2Fr .. � : ��,� ;,o,. +.. � �^•- -. 1r loiai. 3Y77.�77ks `' b •I � Od}JObOg. O��q.�. Q��'� � �� 'j'.- �'�1'��)�py`:���t:�'irw�., C• �� t'�iO4ti J'��VI "a��y_,•� ^� �.:OO .000:J f. 'If • +, r y-sz -� •r. d ova i i ��f'C tttiito o - •a ` tii�' OMB.: _.,•,_. Fj�y''i• �3 •:•. . r a ps� Oi. f` -° ROM .27 FAOUIY 7• ♦:1•'T PLAN 1• =so' -D' 50 OVERALL LANDSCAPE PLAN Stole SCALE: 1 • = 50' oeswHED "'EM King County KpG DI STATE OF 7639E1AwneN 1111BlarhlaT WSTATE TDN EM Department of Natural WA�,I� �6m REGISTERED %Sca cRCNirECr VERIFY SCALE 1 06/24/10 CC EG ADDENDUM 140. 4 (!Ofi)26fi -1610 Ta=WA98402 �� 8AR IS ONE INCH ON 0 01/Oe/10 Or EG ISSUED FOR PROPOSAL Resources and Parks rwJmq.arn (263)627-0720 ANSI 'O• DRAWING CERTIF E N0. SSB 0S1• REV DATE CHK'D APP•D REVISION DESCRIPTION Solid Waste Division I Al SEE SEATING AREA LAYOUT. SHEET 1107. LANDSCAPED AREAS WITHIN BOUNDARY I TO RECEIVE TEMPORARY IRRIGATION, SEE SHEETS L121 -L125. i' CALL 2 DAYS BEFORE YOU DIG 1- 800 - 424-5555 0 50 100 SEE SHEET L106 FOR PLANTING Feel SCHEDULE AND DETAILS B0W LAKE RECYCLING AND TRANSFER STATION 0ROACf Numem SITE FACILITIES CONTRACT C00405CO9 OVERALL LANDSCAPE PLAN SW. OF: 437 619 DI. -ffil f: NUMt£R: L 100 Z _O W O O U- F— O J U) O I- O O LU M U) III 1r loiai. 3Y77.�77ks `' tiY•.. � Od}JObOg. O��q.�. Q��'� �� 'j'.- �'�1'��)�py`:���t:�'irw�., C• •Yy d tttiito ` tii�' OMB.: _.,•,_. Fj�y''i• �3 . r f` -° ROM .27 FAOUIY 7• ♦:1•'T PLAN 1• =so' -D' 50 OVERALL LANDSCAPE PLAN Stole SCALE: 1 • = 50' oeswHED "'EM King County KpG DI STATE OF 7639E1AwneN 1111BlarhlaT WSTATE TDN EM Department of Natural WA�,I� �6m REGISTERED %Sca cRCNirECr VERIFY SCALE 1 06/24/10 CC EG ADDENDUM 140. 4 (!Ofi)26fi -1610 Ta=WA98402 �� 8AR IS ONE INCH ON 0 01/Oe/10 Or EG ISSUED FOR PROPOSAL Resources and Parks rwJmq.arn (263)627-0720 ANSI 'O• DRAWING CERTIF E N0. SSB 0S1• REV DATE CHK'D APP•D REVISION DESCRIPTION Solid Waste Division I Al SEE SEATING AREA LAYOUT. SHEET 1107. LANDSCAPED AREAS WITHIN BOUNDARY I TO RECEIVE TEMPORARY IRRIGATION, SEE SHEETS L121 -L125. i' CALL 2 DAYS BEFORE YOU DIG 1- 800 - 424-5555 0 50 100 SEE SHEET L106 FOR PLANTING Feel SCHEDULE AND DETAILS B0W LAKE RECYCLING AND TRANSFER STATION 0ROACf Numem SITE FACILITIES CONTRACT C00405CO9 OVERALL LANDSCAPE PLAN SW. OF: 437 619 DI. -ffil f: NUMt£R: L 100 Z _O W O O U- F— O J U) O I- O O LU M U) III N, HdP,, S-ED LO/EM AWN EM VERIFY SCALE R 6 ONE INCH M kNS1 "D* DRAWING L 6 -a r' , ii II This sheet to be completed during Milestone III I ISSUED FOR PROPOSAL REVISION DESCRIPTION PLAN ak,� LANDSCAPE PLAN V19y L9 Ming County Department of Natural Resources and Parks I Solid Waste Division 20 0 20 40 Scale Feet NVEDC"Wal Mbhmm 111179 02bq sed1i:.0009 W501 (2116)160 T=raWAWS mJMcwn M6274M KEY MAP C " LL 2 DAYS BEFORE YOU D IG I _ 800-424-5555 SEE SHEET L106 FOR PLANTING SCHEDULE AND DETAILS BOW LAKE RECYCLING AND TRANSFER STATION PFt=U NUMBER: SITE FACILITIES CONTRACT C00405CO9 LANDSCAPE PLAN SW. OP 436 619 ORAWWB NUMBER: L101 0 O UJI C0 W 7 WSDOT SCREENING BUFFER (BY OTHERS) EXISTING ACCESS ROAD N, HdP,, S-ED LO/EM AWN EM VERIFY SCALE R 6 ONE INCH M kNS1 "D* DRAWING L 6 -a r' , ii II This sheet to be completed during Milestone III I ISSUED FOR PROPOSAL REVISION DESCRIPTION PLAN ak,� LANDSCAPE PLAN V19y L9 Ming County Department of Natural Resources and Parks I Solid Waste Division 20 0 20 40 Scale Feet NVEDC"Wal Mbhmm 111179 02bq sed1i:.0009 W501 (2116)160 T=raWAWS mJMcwn M6274M KEY MAP C " LL 2 DAYS BEFORE YOU D IG I _ 800-424-5555 SEE SHEET L106 FOR PLANTING SCHEDULE AND DETAILS BOW LAKE RECYCLING AND TRANSFER STATION PFt=U NUMBER: SITE FACILITIES CONTRACT C00405CO9 LANDSCAPE PLAN SW. OP 436 619 ORAWWB NUMBER: L101 0 O UJI C0 W CALL 2 DAYS BEFORE YOU DIG 1-80U- 4245555 WSDOT SCREENING BUFFER (BY OTHERS). 7• / 0 / / / /` E] 13 ' / 13 / f JI Ii v �fr 7 jrI fr {• i� ,I J r Mi4TCHUN This sheet. to 46:0mpleted curing 'Mllestone III' a� �Q DE9p® LG /EM DIUw11 STATE OF WASHINGTON EM REGISTERED TEtT VERIFY SCALE BAR IS ONE OICH < ELI AN51 b' DRAMANG CERTIFI ENO. Sb OBI CONSTRUCTION NOTES Oi INSTALL ISLAND CONCRETE PAD. SEE ISLAND CONCRETE PAD LAYOUT, SHEET L107. _ INSTALL CONCRETE SIDEWALK, SEE DETAILS ON CIVIL �_- �� : •c► •`���` PLANS. . \_ � �•�_ .� T � �`" ;r %J��"�. ..ems r. YARD WASTE PROCESSING AREA 1 i 0 1 G2 40 RECYCLING BUILDING / PLAN 4 LANDSCAPE PLAN 1/24/10 ICC EG ADDENDUM NO. 4 1/08/10 CC EG ISSUED FOR PROPOSAL DATE CHK'D APP'D REVISION DESCRIPTION 20 0 20 40 Scale Feet King County Department of Natural Resources and Parks Solid Waste Division KPCI MI A=N 1111eIdi0� SIgLWA98101 941501 (70617JN M TYOYq MA 981@ Vw#Q -m (753jd] -= KEY NEAP CALL 2 DAYS BEFORE YOU DIG 1- 800 - 4245555 L106 FOR PLANTING ILE AND DETAILS BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT LANDSCAPE PLAN PRO= MASOM 440 518 ORMVw ND ®t L103 MOT SCREENING BUFFER "� ❑ (BY OTHERS) ❑ i ! ❑ i ❑ i 0 S4 ❑ 9 • 1 f sz I . lr+j t ' / f S3 J - A j /.+ t I f (-S-2') 5 s: E "M 01 I PLAN LANDSCAPE PLAN LC /EM EM Landscape Completed During Milestone II x 15 ONE INCH ON Q 1/8/10 CC EG ISSUED FOR PROPOSAL WSI 'D' DRAWING 0�1' 1 REV I DATE ICHK'DIAPP-DI REVISION DESCRIPHON 13 FRAGARIA _IPSTICK " /LIBSTICK ;TRAWBERRY Are Done GRAVEL SURFACE, SEE CIVIL PLANS 20 0 20 40 Scale Feet kg King County Department of Natural Resources and Parks Solid Waste Division v � m 1. OF. 441 619 '�^ J,,aJi ♦ m BEFORE YOU DIG U) c,go - o -;� oo..::�,,���: c ;.,� ►... v 'NUT .00``i3/J Q SEE SHEET L106 FOR PLANTING . �O,GaCFS:v SCHEDULE AND DETAILS 1 ®i► ����lv � Q S ►,e 1,•t , ,e , , E ,,,.gas;. l `'�AC �C.= A0, �•.•• VI\ I MIR (310, r41V1 LW Rom 91' _ ea\ •••`O��ii►�1:�� IF •..�, .► .E ��.� iii ' ♦r a �m v OPULUS "NANUM"/ DWARF EUROPEAN - • •- completed. lmlplci Sea9t,WAgA l u' 6wJypmn I � 6'1757211 1 1 CONSTRUCTION NOTES 4O INSTALL BIKE RACKS, SEE BIKE RACK INSTALLATION LAYOUT ON SHEET L107. OS INSTALL TREE GRATE. SEE TYPICAL DECIDUOUS TREE PLANTING IN TREE GRATE DETAIL, SHEET L106, AND TREE GRATE INSTALLATION DETAIL, SHEET L108. © INSTALL RIVER ROCK ACCESS TO DRAIN SCREEN BOXES OF TRANSFER BUILDING, SEE RIVER ROCK ACCESS DETAIL, SHEET L108. KEY MAP BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT LANDSCAPE PLAN PROJECT M IASM I w CU04U5(= O U- 1. OF. 441 619 CALL 2 DAYS DRAWING MUBM BEFORE YOU DIG U) M 1- 800 - 424 -5555 J Q SEE SHEET L106 FOR PLANTING SCHEDULE AND DETAILS O d BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT LANDSCAPE PLAN PROJECT M IASM I w CU04U5(= O U- 1. OF. 441 619 DRAWING MUBM L104 U) M WSOOT SCREENING BUFFER (BY OTHERS) G3 T6 75 3 S8 ®mot / i ( S9 llv 3 �� v 2 t d S5 / `�;° G3 3 35 Jr�J51 22 _ i ' f ��• fi, �,`` i + jj 4 .% T1 T5 �; , ' � � • � r �„^ %; '�'�'��,'�`w'�,`511 -: � G3 X51 i U 6 s E MATCH LINE - SEE SHEET L1 4 LG/EM STATE OF% IASHINGTON EM VERIFY SCALE 4R IS ONE INCH ON 0 1/8/1 ANSI "D" DRAWING 0 �1' REV DATE PLAN LANDSCAPE PLAN ISSUED FOR PROPOSAL REVISION DESCRIPTION Milestone II and MN1eston6111' Mork 1 20 0 20 40 Scale Feet LIM King County Department of Natural Resources and Parks Solid Waste Division KPG 7539NAvMN �111117BWM Se kWA98109 S*501 (2M286-164D TaC MWA98402 wer4Tpcom (253) 627 -0720 CONSTRUCTION NOTES < INSTALL TREE GRATE. SEE TYPICAL DECIDUOUS TREE PLANTING IN TREE GRATE DETAIL, SHEET L106, AND TREE GRATE INSTALLATION DETAIL, SHEET L108. 0 INSTALL SEATING AREA AND BENCHES, SEE SEATING AREA LAYOUT, SHEET L107. nF— T rvJru- CALL 2 DAYS BEFORE YOU DIG 1- 800 -424 -5555 SEE SHEET L106 FOR PLANTING SCHEDULE AND DETAILS BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT LANDSCAPE PLAN PROJECT NUMBER: C00405CO9 SHT. OF: 442 619 DRAMNG NUMBER: L105 J U) 00- 0 O Ul- 0 r s m Milestone II and Milestone III Plant PLANT SCHEDULE AND LANDSCAPE LEGEND SYMBOL BOTANICAL NAME/ COMMON NAME SIZE QTY FREMARKS DECIDUOUS TREES OT1 • ACER ORCINATUM/ VINE MAPLE 1-8' HT. 6 B88 3 -5 CANES MN. 12 BETULA JAOOUEMONTII/ JACQUEMONTD BIRCH 2" L 10' -1Y HT 65 B&8 3-5 CANES MN. 0 T3 COW OCCIDENTALIS/ WESTERN REDBUD T -8' HT. 7 B&B WELL- BRANCHED OT4 FRAXNUS OXYCARPA/ RAYW000 ASH 10'-12' HT 5 BAB WELL- BRANCHED 0 T5 MAGNOLIA 'GALAXY / GALAXY MAGNOLIA, 2' CAL 10' -12' HT 2 BAB WELL- BRANCHED ® T6 PRUNUS SARGENTO 'COLUMNARIS'/ COLUMNAR SARGENT FLOWERING CHERRY 2' CAL 10' -12' HT 27 BIB WELL- BRANCHED © 1 17 SERRULATA 'SHROTAE / MT. FUJ CHERRY 2' CAL 10' -17 HT 1 B88 WELL- BRAN(7tED TB ZEUKOVA SERRATA iIUSASHINO'/ MUSASHNO ZELKOVA 2' CAL 10' -12' HT 14 888 WELL- BRANCHED EVERGREEN TREES T9 PSEUDOTSUGA MENZIESR/ DOUGLAS FIR 6' -7 HL 7 BAB WELL- BRANCHED T10 TH11JA PUCATA/ WESTERN RED CEDAR 6-7' HL 5 BM WELL - BRANCHED TO CALOCEDRUS DECURRENS/ INCENSE CEDAR 6' -7' HL 9 BIB WELL- BRANCHIEO 0 T12 CUPRESSIS SEMPERVIRENS/ ITALIAN CYPRESS 6' -7 HT. 14 M WELL- BRANCHED SHRUBS S1 BURNING S AL TA/ 18' -24' HL 11 CONT. FULL AND BUSHY O S2 ELIONYMUS ALATA 'COMPACTA'/ DWARF BURNING BUSH 18 " -24' HT. 122 CONT. FULL AND BUSHY ® 53 ESCALLONIA LANGLEYENSS APPLE BLOSSOM ESCALLONIA 18' -24' HL 98 CONT. FULL AND BUSHY O S4 OSMANTHUS DELAVAYII/ OELAVAY OSMANTHLIS 18' -24" HT. 109 CONT. FULL AND BUSHY SS PHBADEIPHUS *DWARF MINNESOTA SNOWFLAKE'/ DWARF MINNESOTA SNOWFLAKE MOCK ORANGE 18 " -24' HT. 83 CONT. FULL AND BUSHY ® S6 RIBES SANGUINEUM/ RED FLOWERING CURRANT 18' -24' HL 60 CONT. FULL AND BUSHY ® Q Q O S7 ABELIA'ROSE CREEK'/ ROSE CREEK ABEUA 15' -18" HT. 284 CONT. FUU AND BUSHY S8 CISTUS X HYBRIDUS/ WHITE ROCKROSE 15' -18" HT. 151 OONT. FULL AND BUSHY S9 CISTUS PURPUREUS/ PURPLE ROCK ROSE 15' -18' HT. 167 CONT. FULL AND BUSHY 510 ROSA YNK FLOWER CARPEr/ CARPET ROSE 15 " -18' NT. 51 CONT. FULL AND BUSHY O S11 SYRINGA MEYER! 'PAU&N'/ PAU81N MEYER LILAC 15' -18' NT. 125 CONT. FULL AND BUSHY S12 VIBURNUM OPULUS 'NANUM / DWARF EUROPEAN CRANBERRY BUSH 15' -18' HT. 55 CONT. FULL AND BUSHY GROUNDCOVERS ® G1 ARTOSKN APHYLOS UVA -URS'/ 1 GALLON CONT 3.360 18' OC TRL SP TYP. ® ® G2 EUONYMUS FORTUNEI 'COLORATUS/ WINTiRCREEPER EUONYMUS 1 GALLON CONT 3,103 30' OC TRL SP TYP. G3 FRAGARIA 'LIPSTICK'/ LIPSTICK STRAWBERRY 1. GALLON CONT 3,320 18' OC 1R1. SP TYP. C4 ME NTTHEMUM NUMMULARIUM/ 1 GALLON CONT 1,315 30" OC TTB. SP TYP. Q GS MIS SEMPERVIRENS/ EVERGREEN CANDYRIFT 1 GALLON OONT 1,370 18' OC TRI. SP TYP. G6 PRUNUS LAUROCERASUS 'MOUNT VERNON' (DWARF ENGLISH LAUREL 1 GALLON CONT 195 30' OC TRL SP TYR SEEDING ® G7 DROUGHT TOLERANT GRASS SEED TYPE 1 840 SF ® 0 DROUGHT TOLERANT GRASS SEED TYPE 2 5,985 SF RIVER ROCK ACCESS a� �a STATE OF WASHINGTON EM JTECT VFmFY scA t.E BAR IS ON_E INCH C ANSI 'U DRAWING 0 �1' LG/EM ►�1 v r DATE I "A A e e e ADDENDUM N0. 4 ISSUED FOR PROPOSAL REVISION DESCRIPTION CONCRETE SIDEWALK 3 SUBGRADE FINISH GRADE hedule (Refer to Milestone II Plants Received E X 10' X 3 WOOD PANEL kA O EYEBOLTS (TYP.) 10 GA GALVANIZED WIRE WITH 1/2'0 RUBBER HOSE, TURNBUCKLE do EYEBOLTS SEE TREE GRATE INSTALLATION DETAIL ON SHEET L10B CENTER TREE IN PIT 2' PEA GRAVEL LAYER REMOVE BURLAP & TWINE OFF TOP 1/3 OF ROOT BALL CONCRETE CURB STRUCTURAL SOIL TO 36' IN DEPTH. SEE TYPICAL STRUCTURAL SOIL INSTALLATION AREA ON SHEET 008 SHOVEL CUT AND SCARIFY ALL SIDES OF PIT 10 GA GALVANIZED WIRE WITH 1/2' 362 RUBBER HOSE, TURNBUCKLE A EYEBOLTS, TIGHTEN TO HOLD TREE UPRIGHT. SEE PLAN NEW ABOVE. 2' X 10" X 3' WITH EYEBOLTS AS SHOWN ON PLAN VIEW ABOVE. 2X NW 0 ROOT BALL 5' NOTE- 1. TREE PIT SHALL NOT BE LESS THAN TWO (2) TIMES ROOT BALL DIAMETER. 2. PLANT TREES 1' HIGHER THAN DEPTH GROWN IN NURSERY. . 3. WATER THOROUGHLY AFTER PLANTING. TYPICAL DECIDUOUS TREE PLANTING IN TREE GRATE DETAIL NTS TREE STAKE PREVAILING ROOT BALL WIND TRUNK TREE STAKE PLAN PLASTIC TREE TIES 2 "0 WOOD STAKE, STAKES SHOULD BE LOCATED OUTSIDE OF ROOT BALL ROOT FLARE SHALL BE LOCATED ABOVE GROUND LINE COMPOSTED MULCH LAYER, KEEP AWAY FROM TREE TRUNK IMPORTED TOPSOIL 3' WATER BASIN SCARIFY WE & BOTTOM OF PLANTING PIT TO ALLOW FOR ROOT PENETRATION CONCRETE SIDEWALK OR PLANTING z BED N 3z MINOAIM ROOT BALL DIAMETER \-RECOMPACT SUBGRADE TO PREVENT SETTLING NOTE: 1. TREE PIT SHALL NOT BE LESS THAN THREE (3) TIMES ROOT BALL DIAMETER. 2. CUT ALL TIES AND REMOVE BURLAP, PLASTIC AND TWINE FROM ROOT BALL 3. TREE STAKES PERPENDICULAR TO THE PREVAILING WIND. 4. PLANT TREES 2" HIGHER THAN DEPTH GROWN IN NURSERY. 5. WATER THOROUGHLY AFTER PLANTING. TYPICAL DECIDUOUS TREE PLANTING DETAIL NTS K ng.County Department of Natural Resources and Parks Solid Waste Division GENERAL LANDSCAPE NOTES 1. ALL NEW PLANTINGS MALL RECEIVE 6' DEPTH OF i IMPORTED TOPSOIL AND 3' COMPOSTED MULCH. d FINISH GRADE REMOVE BURLAP & TWINE d COMPOSTED MULCH d I IMPORTED TOPSOIL _ BREAK SIDES & BOTTOMS OF PLANTING PIT TO ALLOW FOR C> o � � / Y\ �� ROOT PENETRATION RECOMPACT SUBGRADE BELOW ROOT BALL TO ENSURE THAT ROOT FLARE WILL NOT SETTLE BELOW GROUND LINE TYPICAL SHRUB/GROUNDCOVER PLANTING DETAIL NTS i i t- --TREE STAKE QY PREVAOJNG �T BALL i WIND (�TRUNK TREE STAKE PLAN �P PLASTIC TREE TIE l�, 2" DIX WOOD TREE STAKE 6' -O" MW. t 5' -0' COMPOSTED MULCH LAYER, KEEP AWAY FROM TREE TRUNK �) ;— 3" WATER BASIN / /v/ 11 �rl IL FINISH GRADE BALL DFpm I I / SCARIFY SIDES AND BOTTOM II- OF PLANTING PIT TO ALLOW ROOT PENETRATION IMPORTED TOPSOIL 12" MW = — — RECOMPACTED NATIVE SOIL �--- 3X MIN DUL ROOTBALL NOTE: 1. TREE PIT SHALL NOT BE LESS THAN THREE (3) TIMES ROOT BALL DIAMETER. 2. CUT ALL TIES AND REMOVE BURLAP, PLASTIC AND TWINE FROM ROOT BALL. 3. TREE STAKES PERPENDICULAR TO THE PREVAILING WIND. 4. PLANT TREES 1' HIGHER THAN DEPTH GROWN IN NURSERY. 5. WATER THOROUGHLY AFTER PLANTING. TYPICAL EVERGREEN TREE PLANTING DETAIL NTS BOW. LAKE RECYCLING AND TRANSFER STATION PRO= NUNBM KP� SITE FACILITIES CONTRACT COO405cO9 PLANT SCHEDULE AND DETAILS y"' OP 7539WAredeN 11176aj 443 618 SaWIgWA9810T Sul9R QIQZB�1610 Tsam1a19I102 oRArMt Nu11r3e n.�ymo 1=10-9211 L106 Z O CO Z 0 O LL_ I- 0 Z J C/) M 0 C1 J U) t 1 Milestone II and Milestone III Landscape Details FACE OF CURB, BIKE RACK AREA PAVING, CURB RAMP SEE CIVIL PLANS SEE CIVIL PLANS SEE CIVIL PLANS 6 a 3 ( TYPE 1 BIKE RACK (TYP.) r n a i FOUR (4) TOTAL 4N i1:• ..° 4' n + SCORE JOINT (TYP.) SEE DETAIL 1, SHEET L108 m ° EDGE OF SIDEWALK 3' ° Blxf RACk TYPE 1 FACE GF CURB, BIKE RACK AREA PAVING, SEE CIVIL PLANS SEE CIVIL PLANS Or W ° CV ° I n A s a ° ° EDGE OF SIDEWALK ° E Rq 4f ° ° TYPE 2 BIKE RACK INSTALLATION LAYOUT N NOTE: THE PROJECT REPRESENTATIVE SHALL DETERMINE Wr11C1 TYPE OF BIKE RACK TO BE INSTALLED, TYPE 1 OR TYPE 2 BIKE RACKS TO BE SURFACE MOUNTED PER MANUFACTURER'S INSTALLATION DETAILS. DFSVIED LG/DA DRW I OF WASHINGTT N EM REGISTERED iECT VERIFY SCALE 1 06/21/10 CC EG ADDENDUM NO. 4 BAR IS ONE INCH ON 0 01/08/10 OC ED ISSUED FOR PROPOSAL ANSI "0' DRAWING CERTIF� TE NO. 538 01 t' REV DATE ICWOIN"l REVISION DESCRIPTION CURB RAMP SEE CIVIL PLANS SCORE JOINT (TYP.) SEE DETAIL 1, SHEET L108 TYPE 2 BIKE RACK EDGE OF CONCRETE SIDEWALK. SEE CIVIL PLANS. King County Department of Natural Resources and Parks Solid Waste Division 0 1111U CONCRE PAD, SE DETAIL SHEET L SEATING AREA LAYOUT N PLANTING BED ISLAND CONCRETE PAD LAYOUT NTS ♦ - -• 757911iMmeN 1 SdkWA98103 S*sm (1O617B6.1640 TecMWA9 M 11w JM— Q53 GU413 0 CONCRETE WALKWAY, SEE CIVIL PLANS SORE JOINT (TYP.) SEE DETAIL 1, SIM L10B SEATING AREA CONCRETE PAVING, SEE CIVIL PLANS. BENCH (TYP.) 3 TOTAL SURFACE MOUNT PER MANUFACTURER'S INSTALLATION DETAILS ALIGN EXPANSION JOINT WITH SCORING GRID (TYP.). SEE CIVIL PLANS FOR PAVING DETAILS. ALIGN EXPANSION JOINT WITH CONCRETE SIDEWALK EDGE BOW LAKE RECYCUNG AND TRANSFER STATION SITE FACILITIES CONTRACT, LANDSCAPE DETAILS Z O F— LL 'F- '^ U) Z O U O F- 0 Z J C/) O D- O PRaw "Umem. 000405009 O 444 619 w L107 to C/) i E I MEDIUM BROOM FINISH (TYP.) —CONCRETE PAD } c NOTE: CLEAN SCORE JOINT BY TOOL OR SAWCUT. SCORE JOINT DETAIL 2190 I f' 3' j �- .� RIVER ROCK ACCESS DETAIL �J NTS LANDSCAPE RIVER ROCKS LANDSCAPE EDGING MATERIAL INSTALL PER MANUFACTURER'S RECOMMENDATIONS PLANTING BED COMPACTED SUBGRADE STRUCTURAL SOIL, SEE TYPICAL INSTALLATION AREA DETAIL 6 TI SHEET � LG /EM _ DRAWN EM ITECT VERIFY SCALE BAR IS ONE INCH ON 0 1/8/10 CC EG ISSUED FOR PROPOSAL ANSI "D" DRAWING S8 0 1 " REV DATE CHK'D APP'D REVISION DESCRIPTION MEDIUM BRUSH FINISH (TYP.) 3/8" EXPANSION JOINT WITH JOINT FILLER (TYP.) �— CONCRETE PAD s. e 6 t' L CONCRETE EXPANSION JOINT DETAIL NTS s TREE GRATE INSTALLATION DETAIL NTS NOTE: INSTALL TREE GRATE, FRAME AND ANCHOR PER MANUFACTURER'S SPECIFICATIONS LIM King County Department of Natural Resources and Parks Solid Waste Division CEMENT CONCRETE SIDEWALK, SEE CIVIL PLANS INSTALL TREE GRATE FLUSH WITH FINISH GRADE OF SIDEWALK AND TOP OF CURB INSTALL TREE GRATE FRAME AND ANCHOR PER MANUFACTURER'S RECOMMENDATIONS CONCRETE CURB AND PAVING, SEE CIVIL PLANS IKPGr 758 9N AW121 1117 61cBCaa7 Sw1a,WA98,09 W5;1 (2D612WI640 Tacama.WA98402 nw.ln.= I (253) 627 -0720 3 6" CONCRETE PAD DETAIL NTS MEDIUM BRUSH FINISH (TYP.) CONCRETE PAD 10X10X6X6 W.W.M. COMPACTED CSTC COMPACTED SUBGRADE FACE OF CURB, SEE CIVIL PLANS INSTALL 36' DEPTH STRUCTURAL SOIL IN TREE GRATE AREA AND EXTEND UNDER CONCRETE SIDEWALK AS SHOWN (TYP.). COORDINATE INSTALLATION WITH CONCRETE PAVING INSTALLATION. TYPICAL STRUCTURAL SOIL INSTALLATION AREA DETAIL. 6 NTS BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT LANDSCAPE DETAILS J ClJ O PROJECT NUMBER: cl/ C00405CO9 O SHT. OR 445 619 0 LU DRAWING NUMBER: L108 u) MATCH UNC. SEE SNEETLI 22 tf JF] 4G 1I wr - 7"M L t 4 F SCALE FACILITY s if / ��. ff f _i §l / AN '3. 4L H jj "y 14 JL AX 7 --Aid At� I> Q A L I r / I 't. q A/ z 20 0 20 40 PLAN 1w IRRIGATION PLAN -- std- )%o 4i Scale Feet OESO" DRUM LG/EM LQ King County STATE OF WA941"GTON EM REGISTIFFMO Department of Natural CT I VW24110 CC 0 ADDENDUM NO. 4 Resources and Parks 7zln7i W IS ONE IW;H ON 0 01/08/10 CC EG ISSUED FOR PROPOSAL ANSI '0' DRAWING I EL SN ' rREV I DATE IC.K'D APP*01 REVISION DESCRIPTION V 9TEIN00ft �I' CERYWY I Solid Waste Division CONSTRUCTION NOTES Ol Por, SEE SCHEDULE SHUT L125. CONNECT TO AND EXTEND 2* SERVICE LINE FOR IRRIGATION FROM 4* 01. WATER MAIN, SEE CIVIL SITE WATER SYSTEM PLAN. ALL QUICK COUPLERS TO BE LOCATED IN PLANTER AREAS. LOCATION SHOWN IS DIAGRAMMATIC -q> INSTALL 4- DIAMETER PVC SI-EEVING WITH PULL WIRE FOR TEMPORARY IRRIGATION SYSTEM. CAP ENDS OF SLEEVES. I> STUB OUT AND CAP END OF MAIN LINE FOR TEMPORARY IRRIGATION SYSTEM. LOCATE STUB OUT IN 6" DIAMETER SLEEVE/VALVE BOX WITH COVER. I> DO NOT LOCATE SPRINKLER HEADS WITHIN HOT LOAD RAMP. LOCATE ALONG EDGE OF SEEDED AREAS. © DROUGHT TOLERANT GRASS SEED TYPE I AND TYPE 2 SHALL BE ZONED SEPARATELY, SEE LANDSCAPE SHEET L102. 311UP411"OL 75392=11 111178mobw Sdk M S0105011 MM160: Tw=WA9W VW#Q.cn .1=627-073 KEY MAP CALL 2 DAYS YOU G JEE Y: DIG 24-5555 SEE SHEET L125 FOR IRRIGATION SCHEDULE, DETAILS AND GENERAL IRRIGATION NOTES BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT IRRIGATION PLAN SM. OF. 4" 619 DPAVIM MAMM 1 L 91 j MATCH LINE SEE SHE n ET L 123 U 1 20 0 20 40 Scale J1 if I I.A YPH f RE f iltll `47 1 r MATCH LINE 'SEESHE L121 OCSO" op.Qw LC/EM 4 i t t AREA © 0 O f0N EM FWD TEC VERIFY SCALE ub/z4/ 1 BAR IS ONE INCH ON 0': Er —T ANSI 70' DRAWING No. 538 0�1' REV DATE YARD WASTE V I % j,, > RECYCLING BUILDING 114 <3> 4> 100" PLAN IRRIGATION PLAN ADDENDUM MO. 4 ISSUED FOR PROPOSAL REVI" DESCRIPTION TRAILER YARD CONSTRUCTION NOTES ALL Q= WRLERS TO BE LOCATED IN PLANTER AREAS. LOCATION SHOYN IS DIAGRAMMATIC. OINSTALL 4' DIAMETER PVC SLEEVING VATH PULL HARE FOR TEMPORARY RRIGATION SYSTEM. CAP ENDS OF SLEEVES. STUB OUT AND CAP END OF MAIN LINE FOR TEMPORARY IRRIGATION SYSTEM. LOCATE STUB OUT IN 6* DIAMETER. SLEEVE/VALVE BOX WTH COVER. ell / / / /// // % 41 Ile ell k9 icing County Department of Natural Resources and Parks Solid Waste Division KEY MAP ]EKIP4118, maw=N I1111&wfeT soft 7198109 50501 . MM160 TXMWAM w4cm = W-M BOW LAKE RECYCLING AND TRANSFER STATION SITE FACIU TIES CONTRACT IRRIGATION PLAN Pf4w IMOMM C00405M SKI., OF. 447 619 ma" Kamm L122 20 0 20 40 Scale Feet k9 icing County Department of Natural Resources and Parks Solid Waste Division KEY MAP ]EKIP4118, maw=N I1111&wfeT soft 7198109 50501 . MM160 TXMWAM w4cm = W-M BOW LAKE RECYCLING AND TRANSFER STATION SITE FACIU TIES CONTRACT IRRIGATION PLAN Pf4w IMOMM C00405M SKI., OF. 447 619 ma" Kamm L122 MATCH LINE -SEE SHEET L124 i'�: •' I 1 i' i i I :i II I ;`•' 'I. 7 111 I I 'I ir, I 1 ' Ir v t I `I I it 1 TCH LINE - SEE SHEET ` .. �!' r L122 DESIGNED LG /EM This shed c66 during Milestone If, PLAN 4 IRRIGATION PLAN ITT EM VECT / VERIFY SCALE V BAR IS ONE INCH ON O 1/8/10 CC EG ISSUED FOR PROPOSAL ANSI 'b' DRAWING 538 0�1' I REV I DATE ICHK'DIAPP'DI REVISION DESCRIPTION 20 0 20 40 ScDle Feet L9 King County Department of Natural Resources and Parks Solid Waste Division KPGr 753914kymN 1111713rMN4 Sea01e, WA 98109 911IB 501 (2%1 286.1640 Tatar WA 98402 www#g.com (218) 627 -0720 CONSTRUCTION NOTES 02 ALL QUICK COUPLERS TO BE LOCATED IN PLANTER AREAS. LOCATION SHOWN IS DIAGRAMMATIC. O3 INSTALL 4' DIAMETER PVC SLEEVING WITH PULL WIRE FOR TEMPORARY IRRIGATION SYSTEM. CAP ENDS OF SLEEVES. O4 STUB OUT AND CAP END OF MAIN LINE FOR TEMPORARY IRRIGATION SYSTEM, LOCATE STUB OUT IN 6' DIAMETER SLEEVE /VALVE BOX WITH COVER. KEY MAP CALL 2 DAYS BEFORE YOU DIG 1- 800 -424 -5555 SEE SHEET L125 FOR IRRIGATION SCHEDULE, DETAILS AND GENERAL IRRIGATION NOTES BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT IRRIGATION PLAN PROJECT NUMBER: COD405CO9 SHT. OR 448 619 DRAWING NUMBER: L123 • • • 0 U- 0 LU U) v 0 1 E N 1 <3> t MATCH LINE -7 SEE SHEET L123 DESIGNED LG /EM DRAWN EM VERIFY BAR IS ONE INCH ON 0 1/8/10 ANSI "D" DRAWING 0 �1" REV DATE ___ _ - ..Y...._ y Milestone II and Milestone III Irrigation CONSTRUCTION NOTES O ALL QUICK COUPLERS TO BE LOCATED IN PLANTER AREAS. LOCATION SHOWN IS DIAGRAMMATIC. 03 INSTALL 4" DIAMETER PVC SLEEVING WITH PULL WIRE FOR TEMPORARY IRRIGATION SYSTEM. CAP ENDS OF SLEEVES. 04 STUB OUT AND CAP END OF MAIN LINE FOR / TEMPORARY IRRIGATION SYSTEM. LOCATE STUB OUT C/ IN 6" DIAMETER SLEEVE/VALVE BOX WITH COVER. J rt 3 f' PLAN 4 IRRIGATION PLAN 20 0 20 40 Scale Feet L9 King County Department of Natural ISSUED FOR PROPOSAL Resources and Parks REVISION DESCRIPTION Solid Waste Division It 7539W=ON 1117SoaCuay SeatlIeWA98109 SId1e501 (10 0 18 616 40 Taw a WA 98402 Wsw.k 0MM (?531617 -0710 i KEY MAP �.� CALL 2 DAYS BEFORE YOU DIG 1- 800 -424 -5555 SEE SHEET L125 FOR IRRIGATION SCHEDULE, DETAILS AND GENERAL IRRIGATION NOTES BOW LAKE RECYCLING AND TRANSFER STATION PROJECT NUMBER SITE FACILITIES CONTRACT C00405CO9 IRRIGATION PLAN SIM OR 449 619 DRAWING NUMBER: L124 J U) O Cl- 0 I..L. I� O U— W V/ U) Milestone II and Milestone III Irrigation Details IRRIGATION LEGEND SYMBOL MANUFACTURER MODEL N0. DESCRIPTION FRO-C-1 POINT OF CONNECTION EQUIPMENT, SEE DETAILS THIS SHEET. M FEBCO 850 1 1/2" DOUBLE CHECK VALVE. V❑ LEGEND T -401 1 1/2" BRASS SHUTOFF VALVE <-Q) BUCKNER OB44- LRC -10 1" BRASS QUICK COUPLER VALVE WITH LOCKING VINYL COVER. INSTALL ONE AT DOUBLE CHECK VALVE ASSEMBLY. INSTALL PER DETAILS AND AS NOTED ON PLANS. - - - -- 2" PVC SCH 40, IRRIGATION MAIN LINE - 24" MIN. COVER - SIZE AS NOTED. MAIN LINE END CAP SLEEVING, PVC SCHEDULE 40, SIZE TWICE INSERT PIPE DIA. GENERAL IRRIGATION NOTES 1. COORDINATE INSTALLATION OF IRRIGATION SYSTEM WITH INSTALLATION OF OTHER UTILITIES. LOCATE AND PROTECT ALL UNDERGROUND UTILITIES DURING INSTALLATION OF IRRIGATION SYSTEM. 2. NO GALVANIZED FITTINGS. ONLY BRASS OR SCH 40 PVC MALL BE USED. 3. LOCATIONS OF IRRIGATION MAINLINE, SLEEVING AND QUICK COUPLERS INDICATED ON DRAWINGS ARE SCHEMATIC ONLY. ADJUST LOCATIONS AS NECESSARY. 4. IRRIGATION MAINLINE LOCATION IS DIAGRAMMATIC. LINE SHALL BE PLACED IN PLANTING AREAS WHERE EVER POSSIBLE. IRRIGATION MAIN LINE POC VALVE BOX 5. MAIN LINE SHALL BE BURIED TO A DEPTH OF 24" BELOW FINISH GRADE. 6. SLEEVE UNDER ALL PAVED SURFACES AND CONCRETE SIDEWALK. SEE IRRIGATION PLANS FOR LOCATION OF PVC SLEEVING, 7. ALL EQUIPMENT SHALL BE AS SPECIFIED OR APPROVED EQUAL BY THE HIGHLINE WATER DISTRICT. 8. IRRIGATION TRENCHING NEAR ANY TREES TO REMAIN SHALL BE DONE WITH THE MINIMUM AMOUNT OF DISTURBANCE POSSIBLE. TRIM AND CUT CLEAN ANY EXPOSED OR DAMAGED ROOTS. DOUBLE CHECK VALVE PRESSURE REDUCING VALVE (IF REQUIRED) z SHUT OFF VALVE, INSTALL IN SEPARATE VALVE BOX, PER DETAIL THIS SHEET < N TO DOMESTIC WATER SUPPLY MAIN 1" QUICK COUPLER VALVE NOTE: CONNECTION TO DOMESTIC WATER SUPPLY MAIN SHALL NOT BE MADE UNTIL IRRIGATION MAIN LINE IS PRESSURE TESTED. TYPICAL POINT OF CONNECTION ASSEMBLY NTS FINISH GRADE COMPACT BACKFILL TELESCOPING VALVE BOX WITH LOCKING COVER - FLUSH WITH FINISH GRADE BRASS SHUT OFF VALVE BRASS NIPPLE, DIAMETER OF VALVE, MINIMUM 4" LONG - BOTH SIDES PRESSURE MAIN BRASS UNION - BOTH SIDES PEA GRAVEL SUMP NOTE: ONLY ONE VALVE PER VALVE BOX, SEAL ALL THREADED JOINTS WITH TEFLON TAPE ON MALE THREADS ONLY MANUAL SHUT OFF VALVE NT o: 0 z QUK s N FINISH GRADE VALVE BOX (10" ROUND) QUICK COUPLER (2) STAINLESS STEEL CLAMPS TO STAKE SCHED. 80 PVC NIPPLE 3' #4 REBAR STAKE 360' PVC TRIPLE SWING JOINT —� PVC PRESSURE MAIN SCHED. 40 PVC TEE OR ELBOW WITH THREADED OUTLET SIDE ELEVATION QUICK COUPLER 360' PVC TRIPLE SWING JOINT PVC THREADED TEE AT MAINLINE 6ANOTE: ALL THE FITTINGS AND PIPE SECTION THROUGH MAIN LINE TO BE SAME DIA. AS IPS FEMALE CONNECTION OF QUICK COUPLER. QUICK COUPLER DETAIL NTS PVC COPPER BACK TO 4' DI. DOMESTIC WATER SUPPLY LINE QUICK COUPLER ON BRASS NIPPLE AND TEE FINISH GRADE 'M ALL FITTINGS PVC VALVE BOX PER THE HIGHLINE WATER DISTRICT'S STANDARDS. SIZE TO FIT EQUIPMENT. COMPACT BACKFILL APPROVED DOUBLE CHECK VALVE, INSTALL PER THE HIGHLINE WATER DISTRICT'S STANDARDS, COPPER UNION AND PIPE PRESSURE REDUCING VALVE, IF REQUIRED PVC IRRIGATION MAIN to ° �� �jl ��- PRESSURE MAIN CONNECT TO SHUT I ° :8 <° ° : °o•' o ° OFF VALVE. Olt a �— •• • ° o , ?° a �° INSTALL ASSEMBLY IN ACCORDANCE WITH THE HIGHLINE WATER DISTRICT'S STANDARDS. SEE TYPICAL POINT OF III —Ili CONNECTION ASSEMBLY ON THIS SHEET. DETAIL DOUBLE CHECK VALVE ASSEMBLY NTS ,\ UG5IGNED LG /EM ' DRAWN King County ' Department of Natural r VERIFY SCALE Resources and Parks ' BAR IS ONE INCH ON 0 1/8/10 CC EG ISSUED FOR PROPOSAL ANSI "D" DRAWING REV I DATE CHK'D APP'Di REVISION DESCRIPTION Solid Waste Division BOW LAKE RECYCLING AND TRANSFER STATION PROJECT NUMBER KpG SITE FACILRIES CONTRACT C00405C09 rs3smarerneN 1117610 7 IRRIGATION DETAILS SHT aso 0P 619 S1911 WA98109 'ill, (206)286 -IN T=MWA98102 ORAMNG NUMBER: W1YMAyQ.00111 I (253) 627 -0720 L125 • • • O U— U1 U) U) PLANTING SCHEDULE SCIENTIFIC NAME COMMON NAME QTY SIZE SPACING ®ON —SITE OPEN AREA —SEE DWGS L201 AND L202 ACER MACROPHYLLl1M BIG LEAF MAPLE 33 1 GAL 12' O.C. ARBUTUS MENZIESU PACIFIC MADRONE 33 1 GAL 12' O.C. PSEUDOTSUGA MENZIESII DOUGLAS FIR 97 1 GAL. 12' O.C. ON —SITE FORESTED AREA — SEE DWGS L201 AND L202 4 4 4 4 4 ACER MACROPHYLLUM BIG LEAF MAPLE 62 1 GAL 4 4 4 4 4 PSEUDOTSUGA MENZIESII DOUGLAS FIR 124 1 GAL THUM PUCATA WESTERN RED CEDAR 124 1 GAL Refer to DWG G018 for overview of work completed and proposed. MBE ABG IBAR IS ONE INCH ON 0 1/6/1 ANSI D° DRAWING 0 � REV DATE 12' O.C. 12' O.C. 12' O.C. SECTION 35, TOWNSHIP 23N, RANGE 4E EXISTING CELL GENERAL NOTES 1. SEE DWG L203 FOR TREE MITIGATION DETAILS. 2. NO TREES SHALL BE PLANTED WITHIN 15' OF EITHER SIDE OF UTILITY LINES. 3. SEED MIX: FOR ALL AREAS OF DISTURBED SOIL, APPLY EROSION CONTROL SEED MIX AT 45/ P.LS. /ACRE. MATCHUNE - SEE DWG LM2 PUN TREE REPLACEMENT SCALE: 1' =30' L9 King County Department of Natural Resources and Parks ISSUED FOR PROPOSAL REVISION DESCRIPTION Solid Waste Division r ESAAdolfson J 5309 ShIlahole Ave. NW Seattle, WA 98107 P:(206)789 F: (206) 789 -9684 1001 Fourth Avenue, SuND 2500 Seattle, WA 98154.1004 An SAIC Company (2D6)e95•4700 KEY MAP SCALE: NTS 30 0 . 30 60 Scale Feet BOW LAKE RECYCLING AND TRANSFER STATION I MC00405CO9 PM` "AMBER: SITE PREPARATION CONTRACT SW. OF: 451 619 TREE REPLACEMENT PLAN DRAWING NUMBER: L201 J U) CL W CL O LL M LU W r - k,v U ■ "I Milestone II and Milestone III Tree Replacement Details SECTION 35, TOWNSHIP 23N, RANGE 4E SCCRIFY ROOTBALL 3" LAYER OF MULCH IN 30" 3' LAYER OF MULCHIN 30" CIRCLE AND SPREAD ROOTS CIRCLE AROUND TREES AND AROUND TREES AND SCHRUBS— SHRUBS. KEEP MULCH AWAY FROM SACRIFY ROOTBALL KEEP MULCH AWAY FROM STEMS EROSION CONTROL STEMS. AND SPREAD ROOTS, BLANKET, SLIT FOR CONSTRUCT 3" WATERING BASIN PLANT INSTALLATION CONSTRUCT. 3" �\ FINISH GRADE WATERING 'BASIN N� /w y \ \ /�\ FINISH GRADE DETAIL TREE PROTECTION SCALE: NTS \\ MBE � DRAWN ABC / VERIFY SCALE 7lyi BAR ONE INCH p I/8/1 ANSI "D" DRAWING >or REV DATE ISSUED FOR PROPOSAL RENSION DESCRIPTION TREE PROTECTION NOTES 1. 6' HIGH TEMPORARY CHAIN LINK FENCE SHALL BE PLACED AT DRIPLINE OF TREE TO BE SAVED. FENCE SHALL COMPLETELY ENCIRCLE TREE(S).. INSTALL FENCE POSTS USING. PIER BLOCKS ONLY. AVOID DRIVING POSTS OR STAKES INTO MAIOR ROOTS. 2. TREATMENT OF ROOTS EXPOSED DURING CONSTRUCTION: FOR RODTS OVER 1" IN DIAMETER DAMAGED DURING CONSTRUCTION, MAKE A CLEAN STRAIGHT CUT TO REMOVE DAMAGED PORTION OF ROOT. ALL EXPOSED ROOTS SHALL BE TEMPORARILY COVERED WITH DAMP BURLAP TO PREVENT DRYING, AND COVERED WITH SOIL AS SOON AS POSSIBLE. 3. WORK WITH PROTECTION FENCE SHALL BE DONE MANUALLY. NO STOCKPILING OF MATERIALS, VEHICULAR TRAFFIC, OR STORAGE OF EQUIPMENT OR MACHINERY SHALL BE ALLOWED WITHIN THE LIMIT OF FENCING. Refer also to RWB 023 - Snags on East Slope (WILDLIFE LOG detail) King county Department of Natural Resources and Parks Solid Waste Division F' ESAAdolfson 6309 Shilshole Ave. NW Seattle, WA 98107 P: (206) 78941658 F:(206)789 -9684 1001 Fourth AverRJe, SWDe250D Seattle, WA 981541004 An SAIC Company po8)695d7Do BOW LAKE RECYCLING AND TRANSFER STATION SITE PREPARATION CONTRACT TREE REPLACEMENT DETAILS PROJECT NUMBER: C60405CD9 SKL OF: 453 619 L203 it ::: # `/ J Q 0 O O.. w 0 0 W Cn BACK WITH NATIVE TOPSOIL �� % �' BACKFlLL WITH NATIVE TOPSOIL , /`/ ' 7 — NEAT LINE v? E �; \ /\ - NEAT LINE ... i / . <• �� � \'� •/ %!� SCARIFY EDGES OF PAINTING HOLE \ \� •�/ ': `'� •:�:' �'' \ / \. SCARIFY EDGES OF PLANTING HOLE TO ALLOW FOR ROOT PENETRATION TO ALLOW FOR ROOT PENETRATION � LL 2X `NOTE: SLOPES, CONSTRUCT COMPACT SOIL UNDER ROOTBALL DIAMETER DIAMETER COMPACT SOIL UNDER ROOTBALL ROOTBALL WATERING G BASIN ON DOWNHILL SIDE OF PLANTING HOLE ONLY. DEPTH DETAIL DETAIL X21 TREE / SHRUB PLANTING � TREE / SHRUB SLOPE PLANTING — SCALE: NTS SCALE NTS DETAIL TREE PROTECTION SCALE: NTS \\ MBE � DRAWN ABC / VERIFY SCALE 7lyi BAR ONE INCH p I/8/1 ANSI "D" DRAWING >or REV DATE ISSUED FOR PROPOSAL RENSION DESCRIPTION TREE PROTECTION NOTES 1. 6' HIGH TEMPORARY CHAIN LINK FENCE SHALL BE PLACED AT DRIPLINE OF TREE TO BE SAVED. FENCE SHALL COMPLETELY ENCIRCLE TREE(S).. INSTALL FENCE POSTS USING. PIER BLOCKS ONLY. AVOID DRIVING POSTS OR STAKES INTO MAIOR ROOTS. 2. TREATMENT OF ROOTS EXPOSED DURING CONSTRUCTION: FOR RODTS OVER 1" IN DIAMETER DAMAGED DURING CONSTRUCTION, MAKE A CLEAN STRAIGHT CUT TO REMOVE DAMAGED PORTION OF ROOT. ALL EXPOSED ROOTS SHALL BE TEMPORARILY COVERED WITH DAMP BURLAP TO PREVENT DRYING, AND COVERED WITH SOIL AS SOON AS POSSIBLE. 3. WORK WITH PROTECTION FENCE SHALL BE DONE MANUALLY. NO STOCKPILING OF MATERIALS, VEHICULAR TRAFFIC, OR STORAGE OF EQUIPMENT OR MACHINERY SHALL BE ALLOWED WITHIN THE LIMIT OF FENCING. Refer also to RWB 023 - Snags on East Slope (WILDLIFE LOG detail) King county Department of Natural Resources and Parks Solid Waste Division F' ESAAdolfson 6309 Shilshole Ave. NW Seattle, WA 98107 P: (206) 78941658 F:(206)789 -9684 1001 Fourth AverRJe, SWDe250D Seattle, WA 981541004 An SAIC Company po8)695d7Do BOW LAKE RECYCLING AND TRANSFER STATION SITE PREPARATION CONTRACT TREE REPLACEMENT DETAILS PROJECT NUMBER: C60405CD9 SKL OF: 453 619 L203 it ::: # `/ J Q 0 O O.. w 0 0 W Cn NATCHUNE - SEE DWG L202 ..�� ,i� 14C wo"rf<. �a:pd and =pro posed: - : : : ; : ST,M,,11,L, B LUFF ETA _ 1io 5 10' WETLAND .B CONSTRUCTION LlMTS TYP / A \ •. WETLAND A STREAM E MSE O 0�1' I REV I DATE ADDENDUM NO. 3 RENSIM DESCRIPTION PLANTING SCHEDULE SCIENTIFIC NAME COMMON NAME OTY SUE SPACING OFF -SITE TRIP SM ACEMENT AREA - SEE DINGS AND 1204 ACER MACROPHYLLUM BIG LEAF MAPLE 10 1 GAL 12' O.C. PSEUDOTSUGA ME N21FS11 DOUGLAS FIR 40 1 GAL 12' A.C. King county Departrnent of Natural Resources and Parks Solid Waste Division r EMAdolfson J SMSh0aLmbAvaNW Swale, WA BB107 P: (205) 7894169 F: (20S) 789-OM 1001 FoWh AMPA Saba 2500 Seates WASe1541004 An SAIC Company (20e)eg5. m GENERAL NOTES 1. SEE DWG L203 FOR TREE MITIGATION DETAILS. 2. NO TREES SHALL BE PLANTED WITHIN 15' OF ETHER SIDE OF UTD TY LINES. 3. SEED MD(: FOR ALL AREAS OF DISTURBED SOIL• APPLY EROSION CONTROL SEED MIX AT 451 P.LS. /ACRE. 4. SOILS IN THE TREE PLANTING AREAS SHALL BE DECOMPACTED TO A MINIMUM DEPTH OF 12'. STEEP SLOPES SHALL BE DECOMPACTED WITH CARE, AND IN ACCORDANCE WITH GEOTECHNICAL ENGINEER RECOMMENDATIONS, TO AVOID SLUMPING. SOILS SHALL BE TESTED FOR PERCENTAGE OF ORGANIC MATERIAL IN THE SOIL SOD_ SHALL BE AMENDED WITH COMPOSTS) ORGANIC MATERIAL TO ACHIEVE AT LEAST 10% ORGANIC MATERIAL BY COMPOSITION. THE ORGANIC AMENDMENT COMPONENT SHALL CONSIST OF COMPOSTED YARD DEBRIS OR ORGANIC WASTE MATERIAL, AND SHALL CONSIST OF 1009E RECYCLED MATERIALS. L204 4 1 - •--o� 30 0 30 60 1'- 30' -0' Scale Feet BOW LAKE RECYCLING AND TRANSFER STATION SITE FACIUTIES CONTRACT TREE REPLACEMENT PLAN nor N mom 000405009 Sw. a: L204 II Refer to Bow Lake Revised Planting Plan (DWG L205 zoomed -in showing work completed) � • . �•j , � I i , ,: i A � i ;C011sTRU LIMITS. �tYP , \ f. ; l NJ . 1 IY , MSE VERIFY SCALE AR IS ONE INCH C ANSI 'D" DRAWING I PLAN Milestone II and Milestone III Wetland and Buffer Mitigation wrn ANn `` STREAM E I tl L, a.. t \ • RC MATCHUNE - SEE DWG L206 COST ALTERNATIVE 1 \(21Y SITE PLAN SCALE: 1' - 20' DATE ADDENDUM NO. 3 IIEVWN OF.S 1 PTION PLANT SCHEDULE SCIENTIFIC NAME COMMON NAME SIZE QTY SPACING /NOTES d�- WEI'LAND RESTORATION PLANTS CORNUS STOLONIFERA REDYWIG DOGWOOD 1 GAL. 10 5' O.C. �- — MABUS FUSCA I 1 GAL. 2 .1, vO- PHYSOCARPUS CAPMATUS PACIFIC NINEBARK 1 GAL. 4 4' O.C. WETLAND 8 ' SWAMP ROSE 1 GAL. 4 `. mss% i ; I PLAN Milestone II and Milestone III Wetland and Buffer Mitigation wrn ANn `` STREAM E I tl L, a.. t \ • RC MATCHUNE - SEE DWG L206 COST ALTERNATIVE 1 \(21Y SITE PLAN SCALE: 1' - 20' DATE ADDENDUM NO. 3 IIEVWN OF.S 1 PTION WILDLIFE LOG - QTY 1 p f WILDLIFE SNAG - QTY 3 15' MIN HT. 1/3 ABOVE GROUND HEIGHT OF SNAG 1 WILDLIFE SNAG NOT TO SCALE NATIVE TREE LOG NON. 45' ANGLE CUT, TYP. BURY LOG 1/3 DIA GRADE King County Department of Natural Resources and Parks Solid Waste Division NEAT LINE WILDLIFE LOG NOT TO SCALE SNAG W/ AT LEAST 4 LIDS ATTACHED OR RFATTACHED ' MULCH EXISTING SIBGRADE NEAT LINE r ESAAdolfson J 5309 Shhhole Ave. NW Seattle. WA 98107 P: (296) 7898658 F: (206) 7894M ID01 Fourth Averse, StAbb 2500 8ealtle. WAOSIW004 An SAIL comp.0y (soe)6954700 1r L208 L206 1.1 �� r� 20 0 20 40 1' -20' -0' Scale Fast BOW LAKE RECYCLING AND TRANSFER STATION PRO= KUMWt` SITE FACILITIES CONTRACT COO405CO9 SHT. OR WETLAND AND BUFFER MMGATION PLAN L205 PLANT SCHEDULE SCIENTIFIC NAME COMMON NAME SIZE QTY SPACING /NOTES d�- WEI'LAND RESTORATION PLANTS CORNUS STOLONIFERA REDYWIG DOGWOOD 1 GAL. 10 5' O.C. �- — MABUS FUSCA OREGON CRABAPPLE 1 GAL. 2 5' O.C. vO- PHYSOCARPUS CAPMATUS PACIFIC NINEBARK 1 GAL. 4 4' O.C. Qom- ROSA PISOCARPA SWAMP ROSE 1 GAL. 4 4' O.C. mss% RUBUS SPECTABILIS SALMONBERRY 1 GAL. 3 3' O.C. SAUX SITCHENSIS SITKA "WILLOW LIVE STK. 0.75 -1.25' 9 3 stakes 18' D.0 `S \.S DIAM. X 18' LONG II SAUX LASIANDRA PACIFIC WILLOW LIVE STK. 0.75 -1.25' 18 3 stokes 18' O.0 . DIAM. X 18' LONG >a --- SALIX SCOULERIANA SCOULER'S WILLOW LIVE STK. 0.75 -1.25' 15 3 stakes 18' D.0 DIAM. X 18' LONG Q SYMPHORICARPOS ALBUS SNOWBERRY 1 GAL. 22 4' O.C. RC THUJA PLICATA WESTERN REDCEDAR 2 GAL. 18 9' O.C. BUFFER RESTORATION PLANTS ACER CIRCINATUM VINE MAPLE 1 GAL.. 31 5' O.C. MACROPHYLLUM BIGLEAF MAPLE 2 GAL 8 9' O.C. \OACER -- (� j--- CORYLUS CORNUTA POPULUS BALSAMIFERA HAZELNUT BLACK COTTONWOOD 2 GAL. 2 GAL. 11 1 9' O.C. 9' O.C. PSEUDOTSUGA MENZIESO DOUGLAS FIR 2 GAL. 13 9' O.C. RIBES SANGUINEUM RED - FLOWERING CURRANT 1 GAL 81 4' O.C. l l� SAMBUCUS RACEMOSA RED ELDERBERRY 1 GAL. 57 4' O.C. WILDLIFE LOG - QTY 1 p f WILDLIFE SNAG - QTY 3 15' MIN HT. 1/3 ABOVE GROUND HEIGHT OF SNAG 1 WILDLIFE SNAG NOT TO SCALE NATIVE TREE LOG NON. 45' ANGLE CUT, TYP. BURY LOG 1/3 DIA GRADE King County Department of Natural Resources and Parks Solid Waste Division NEAT LINE WILDLIFE LOG NOT TO SCALE SNAG W/ AT LEAST 4 LIDS ATTACHED OR RFATTACHED ' MULCH EXISTING SIBGRADE NEAT LINE r ESAAdolfson J 5309 Shhhole Ave. NW Seattle. WA 98107 P: (296) 7898658 F: (206) 7894M ID01 Fourth Averse, StAbb 2500 8ealtle. WAOSIW004 An SAIL comp.0y (soe)6954700 1r L208 L206 1.1 �� r� 20 0 20 40 1' -20' -0' Scale Fast BOW LAKE RECYCLING AND TRANSFER STATION PRO= KUMWt` SITE FACILITIES CONTRACT COO405CO9 SHT. OR WETLAND AND BUFFER MMGATION PLAN L205 • RC PLANT SCHEME - BUFFER RESTORATION MATCHUNE - SEE DWG L205 COMMON NAME V I V 17- -77 CIRCWTUM VINE MAPLE CK:0—ACER ACER MACROWfLLUM BIGLEAF MAPLE CORYLUS CORNILITA HAZELNUT POPULUS 84MFVA B!" COTTOWOOD axPSEUDOTSUGA MENZIESH DOUGLAS FIR RW SANGLUEUM OF SAMBLICUS RACEMIDSA THLWA PUCKTA RC RED ELDERBERRY WESTERN REDCEDAR 92 4' D.C. I GAL SID 4' O.C., or 16 9' O.C. e 0 kR IS ONE INCH ON ANSI "D" DRAWING OaaagaIIIIIIIIIIIII' r, 7/67/' V V ADDENDUM NO. 3 REV DATE .&F V REVISION DESCRPTIDN —1 Vi V V r OF e" C Pr A V OF RC STREAM E 7 CI A 1 e Ab • CONSTRUCTION LIMITS, TYP.. RP a N DF 0 V e a OF V i Dr Rd or V V H' RC- OF V'. 6 • RC PLANT SCHEME - BUFFER RESTORATION SCIENTIFIC NAME COMMON NAME BUFFER RESTORATION PLANTS 36 CIRCWTUM VINE MAPLE CK:0—ACER ACER MACROWfLLUM BIGLEAF MAPLE CORYLUS CORNILITA HAZELNUT POPULUS 84MFVA B!" COTTOWOOD axPSEUDOTSUGA MENZIESH DOUGLAS FIR RW SANGLUEUM RED410WERING CURRANT SAMBLICUS RACEMIDSA THLWA PUCKTA RC RED ELDERBERRY WESTERN REDCEDAR SIZE QTY SPACING/NOTES I GAL 36 S' D.C. 2 GAL 12 9, D.C. 2 GAL 10 9' D.C. 2 GAL. 3 9, O.C. 2 GAL 32 9' O.C. I GAL 92 4' D.C. I GAL SID 4' O.C., 2 GAL 16 9' O.C. Refer to DWG G018 for overview of work completed and proposed:. L200 L?05 KEY MAP SCALE: NTS PLAN 20 0 20 40 COST ALTERNATIVE I V11W SITE PLAN Stale Feet SCALE I 20' MCHIM MBE • Kin' gCoufty L9, Department of Natural Resources and Parks Solid Wastd Division F' INAAdolfson &VIIShIlshole Awe. NVV -A Seattle, WA 98107 P- (206) 7889869 F., (206) 789-WN 11cal FauM AvenM &ft SUM WA98154 -IOD4 An SAIC Company (m) igs.47w BOW LAKE . RECYCUNG AND TRANSFER STATION SnE FACILITIES CONTRACT WETLAND AND. BUFFER MITIGATION PLAN PROJECT OAMM C.00405M t4" WRE Wt. OF' OMAN= WAISM L-206 VERIFY SCALE —w kR IS ONE INCH ON ANSI "D" DRAWING OaaagaIIIIIIIIIIIII' r, 7/67/' KW ADDENDUM NO. 3 REV DATE COLD AWO REVISION DESCRPTIDN —1 0 I- 0 Li CO 0 C-) Ix 0 U_ H 0 Cl) 0 CL 0 Ix CL W 0 U_ 0 LL{ C/) U) E ISTING IRE Landscape and Tree Replacement Milestones GENERAL NOTES \ CYCLING RE AREA OR(� /! \ `� 78p CBS Milestone 3 1. BUILDING LOCATIONS ARE AS FOLLOWS. Via. ,, _•� r �,�:_- —: Landscape, to be < -v o -- _ ..._ r' .. S �` ` , r EXISTING CELL \ \ ^C\_ O -N -"RAM- p-'o� , Completed TOWER ACCESS ROAD �.� WSDOT Screen \ '7S Buffer, completed 7ArE under PW08 -135 • 7. ..:. _ zz �•.. ..,:- _ 270--- 0 f `.LJU 1 .� �: „\ `',\•a�` 1, '6) .270. 2 ���� �-.. -_ �-� i` 27 5 G - 't \ - I BUILDMG SURVEY COMROLS TRANSFEVM 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 RECYCUNG BUILDING: SOUTHWEST CORNER N 161754.555, E 1285241.611 NORTHWEST CORNER N 161794.764, E 1285286.144 �• �1-- 55 1 `o J , , 22 6 S \ - o' - ,•l =� ) s •'� y �' • ,• .-. T ree Replacement, I ace men t 2<s completed under II �:� .,,� ,, _ �\ . ;..�� •�..,' o; ' �:a:.� � , -� PW08 135 .1.; �. �(•.. �- � \.\ ✓�. � 2m.° ,`���```��� '„\%f h�,� -- 2S2 SOUTH %I< ` 'f !. 11'f�.•Y;�a-. OT LOAD PROCESSI_NG AREJ ARE ° � �(�;F ' '�' TRANSFER TRANSFERnSO ;6Q , Milestone 2 kT15 \ BUILDING 0� Il i TRAlLE5 YARD Landscape, 1205'1 I�IIiiI 1 �? RECYLCLING BUILDING., E �< 1 . completed FUELING FACILITY AND L c ; - • ENGINE GENERATOR SET V"�� v �, \ cn'Q °,Illi� III{ �``� 'S1 . \ ` ®' � \. r, " / •O � \ ,.c Ji " \ �\e., " {.I 1,11, (`11, �`- -�_� ?5 -.� :•bEXISTING � �28p ` S �� 1 . i„ ,\ � o 'J.'.•i, — 245750. 0� HOLD TANK —2 \� 2n9 c�:1, ti ,, \ \ I,\ T 180:.\ \���, a•: 35 \ cn . �, 1,� •. rn: (. ; RETAINING WALL PROPERTY BOUNDARY 3 <\ ` ` , �,;� \�� . �— 230 \�_ i/ �'•. % I I I/ _ ry \ ; } ,1 y, `225 @ ,\:)• _ —_�_`2 _ 1 I O1: It is still not clear what work has already een done � a �,: - —�2,5� ; \� �:% w, •.,.,,,_ ;. y C (f f, ��-� . -- IXISTING SURFACE WATER `�\ \ t,1 .r17010` ��_`�;2 _ -ap for the project, and what landscaping elements are to be 1 , 2os� - ��� _° L -DETENTION - - \_ \ I i i' �. ✓yam,` �� 200```` -t 0 _\_-, o \. _:' .. TIRE WASH/ i no _ \ .20 � _� -RAINWATER VAULT /•, ,: _ . ; transferred to Milestone Ill work, other. than the formal _ it I .. ✓ - - -��790 `� ...z ��- — <.EXISIING SURFACE B \ ,b ,�i '• /— ��� x`70 <t0 . WATER QUALITY nY —, 80 � ATMENT VAULT --t� 9 o landscaping i n the immediate v' in' ty o f the new building Wc, e�.t1. .1a, , `y nc,d ; Mit;I t ig a' t�ioT n ", 7(Sheets L100 — L125). 2-,", . J , —_– l ` \ \ • \ : \5 r 1tso 70 i , completed "CONSTRUCTION oo Iry e d ivi so o f work areas completed A1.This s h eet is th and to be completed. f \. � . \s 6 °: • � .EAST SLOPE .� � : o� _ .�., J:: ' lei � :� r ' �� r' ^ c � �� , � Z��- --•<;� \ , '�. 1 it FlLL AREA -_145- u5 _ a0' �.. \:.! \/ / l::, - - - - g ..P -:. • � .'��`�� 130 o Tree `Replacement, X. � "".�,�' J 1 . \ ���� ._Ill) ✓i \ ',\ l J' °o completed under s Milestone 3 Tree, _ _90-x" - j PW08 -135 -\ / -' _ ' \ Replacement y`� ',�,. (, ;� , + J ) including Snags, to _`EXISTING SURFACE be completed �! 4� - i WATER ourFALL 1r r �� .. L ° - --�- •' ors- r` ,.. ' _ _ . \~.�+��� - ^�. 40 3 PLAN \ \ �j ' > DRIVING RANGE �� _7 -'✓ ` \�� +; r, I , SITE GRADING SCALE. ,- 60' Wetland Mitigation, > ?% '',. <<cc', ; Feet r` completed 13MCNED BOW LAKE RECYCUNG AND TRANSFER STATION PROJM Nom: �~c ` KA�"N�90 IKS ' W. Bede King Count R., Inc. SITE FACIUTIES CONTRACT COO405CO9 y r + wN 1001 Fourth Avenue, Suite 2500 AM Department of Natural Seattle, WA 98154 -1004 8 619 (206) 695 -4700 GENERAL ARRANGEMENT SITE PLAN DRAWING NUMSM §onaL BARV�ISRIONESINCH ON O 1/8/t0 IKS KITH ISSUED FOR PROPOSAL Resources and Parks An SAIC Company AND BUILDING CONTROLS G018 ANSI "D" DRAWING t 07 10 0�1" REV DATE CHK'D APP'D REVISION DESCRIPTION Solid Waste Division RWB 023 -Snags on East Slope King County ASI - Architect's Supplemental Information Bow Lake Recycle & Transfer Station Site Facilities Contract Contract Number C00405C09 ASI Number: RW Beck 23.00 RECIPIENT INFORMATION To: ❑ K Hufnagel, RW Beck Date: From: Subject: References: r Signed: AUTHOR INFORMATION 11/16/11 1 Sutton, RW Beck Snags on East Slope L202 q CONTENT) Add three wildlife snags and one wildlife log to the tree replacement plan shown on Drawings L202 in accordance with the attched. Locations are approximate. Snags should be a 25' minimum plan distance from the Wall E face. Q2: The submitted Sheet L202 does not reflect the approved change for relocating wildlife snags and logs (see attached drawing "Plan for Relocated Wildlife Snags and Logs "), which we assume have not yet been installed and will be part of Milestone III. A2: The wildlife snags and log were added by Change Order. This sheet "RWB 023 - Snags on East Slope ", and the next two following sheets (1-202 and the Wildlife Log Detail) will be completed during Milestone 3 work. C:\Documents and Settings\creegant\Local SettingsWemporary Internet Files \Content.Outlook\X4YOKJA2\RWB 023 - Snags on East Slope (2).docx 1 1/22/2011 1:40 PM RWB 023 - Snags on East Slope WILDLIFE LOG - OTY 1 WILDLIFE SNAG - OTY 3 15' MIN HT. -j 1/3 ABOVE GROUND HEIGHT OF $NAG WILDLIFE SNAG NOT TO SCALE NATIVE TREE LOG 5' MIN. 45' ANGLE CUT, TYP. BURY LOG 1/3 OIA. SNAG W/ AT LEAST 4 LIMBS ATTACHED OR REATTACHED 4' MULCH SUBSOIL BACKFILL EXISTING SUBGRADE NEAT LINE 4444 \X NEAT LINE SECTION WILDLIFE LOG NOT TO SCALE Emmm mmmm ommm 0�0 �mm� 111.3 Z 111 n W lll� w W C) aC z U 1 Fes- LAJ Q U W LLJ O F_ fi r- r- r /•- •�' r r � , it � 7 .r / r• .r•~ r r •'/ W o G� --aS'. F- SS S •- ---=�S -flS -� r � .:.4-r. 06 •f k - I Q3: The submitted sheets for wetland mitigation - L205 and L206 are not up to date — some of this planting will not be done, f. as the project did not impact all of the area i originally identified and as far as we know, some (possibly all) of the planting has r already been done in the wetland mitigation f areas (see attached "Bow Lake Revised Planting Plan "). �-I -Gi 11 ,.•c � >, S A3: Correct, this work is complete. This sheet "Bow Lake Revised Planting Plan" represents the as- built'restoration. Bow Lake Revised Planting Plan T (Zoomed -In L205) z 0 Q M W °O o N °z_II r. W a. S C/) w • IU . G kn 3 Q a Q I,'.ii M M Q ®® 00 TREE REVISION ADDL MITIGATION AREA I� Iii I'�! / �'' �\ / i /, / "� •� / // / / / i � ; -1 � ;� , �" �- � � -�" III � i I � � I ` ` ; I '�; i� /l!I, l`' � � � • �,� T /; ; ' % �,��� , � / �; - -- -�, ��; - - -- IZ � I 100',STREAM�BUEFER II f I III' �Ilil - ',/ ; / % %''j / Zli m ( \\ f' l ! ' / l l i j l l // / Ir l I �' 11 i1�1 /' i�' ii r% CONIFER PLANTIN&AREA / ''/ \`\76 CIO // / i � / . / / II �� � •��.: / � ( `. J76 see -' `\ °4, / _ —0:Xa J 6 • 5 39 _- -._3 i '6 J76.SJ rREES I • 376I5t : STREAM E2-,' N) (FLAGGED BY ESA-ADOLFSO av ENSEI3RUSH , `10 ,� \ \ N l� �r 5„ Cell. ..,. �. .\ \ \ � �\� � \7M .._ �/' '�._ _ ___� \• � I I . I \ \ \\ l£�=,, ,7-' �'��: � ._ �- . -�� � _ . - � \ \\ � 11 EDGE OF TRANSFER 9diLITY ROAD ,y�5 %�1 1! /� �` �r`• PLANT SCHEDULE SCIENTIFIC NAME COMMON NAME SIZE CITY SPACING Pseudotsuga menziesii Douglas fir Seedling 30 5'-6'0.C. Thuja plicata Western red cedar Seedling 10 5'-6'0.C. Tsuga heterophylla Western hemlock Seedling 10 5'-6'0.C. DESIGNED P2/03/111 1 1 CHANGE QUANTITY, SIZE, AND SPECIES VERIFY SCALE F:)/VL/Vt$j LOCATE ADDTIONAL MITIGATION AREA PER CITY COMMENTS BAR IS ONE INCH ON 0 AUG 08 IKS KRH ISSUED FOR BID AN 51 D" DRAWING 0 � 1' REV I DATE CHK'D APP'D REVISION DESCRIPTION q 10 20 40 N Feet King Csounty Department of Natural Resources and Parks Solid Waste Division GENERAL NOTES 1. THE PLANTING SHOWN ON THIS SHEET IS INTENDED TO FULFILL 330 SQUARE FEET OF WETLAND MITIGATION THAT COULD NOT BE FULFILLED IN WETLAND A AND WETLAND B. 2. TREE PLANTING AREA WAS FLAGGED IN THE FIELD ON FEBRUARY 2, 2011 BY ESA ADOLFSON STAFF. 3. TREES WILL BE INSTALLED WITHIN THE AREA SHOWN ON THIS PLAN. Q4: We think that the planting has also been done near Stream E2 (see attached drawing — "Tree Revision Addl Mitigation Area "). A4: Correct, this work is complete. This sheet "TREE REVISION ADDL MITIGATION AREA" represents the as -built restoration. F' ESAAdolfson J 5309 Shilshole Ave. NW Seattle, WA 98107 P:(206)789 -9658 F:(206)789 -9684 R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154 -1004 (206) 695 -4700 BOW LAKE RECYCLING AND TRANSFER STATION (PROJECT NUMBER: SITE PREPARATION CONTRACT 11-00839-20001 SENSITIVE AREA STUDY ADDITIONAL MITIGATI ❑N AREA SHT. OF: 105 O NO TOPSOIL REQUIRED THIS AREA. INSTALL 3' COMPOSTED BARK MULCH, SEE SECTION THROUGH PROPERTY DELINEATION FENCE, SHEET L13, PLANT DOUGLAS FIR AND WESTERN RED CEDAR AT LEAST 5' FROM WALL A FENCE AND PROPERTY DELINEATION FENCE, PLANT VINE MAPLES AT LEAST FROM WALL A FENCE AND PROPERTY DELINEATION FENCE. E � n■ n■ Ir- Work Completed During Milestone I (Permit PW08 -135 (Refer to DWG G018)) INTERSTATE 5 RAMP i & *,i ON-. if al MINA CONSTRUCTION LIMITS SA ♦ ♦, . ♦•i ♦i ♦ •0♦ .......... ••i ;•�•i♦ • • ♦••• ♦� ♦ • ♦♦•0-1.0. I S%20 Ww LQ King County Department of Natural Resources and Parks Solid Waste Division IECpG RW. B 266-160 11117&MdW �w u TuaMWASO 1001 Fourth Avenue,Sufte2500 IM� � Sen91e. WA 98154 -1004 t2o6le95.47oo MM E" ����� . ,� %�i.,f �� I w ��r��..�r► w i �1_r�il�Tr,� !`FtWEBER �� � � l � it -a►. `� �1 `I �� `` ����_ ,��sw�`'�1 �il��`_�VT�tr/ �` ► -.,� ,!, � c'4•�� f e:_�G .��a��V�rl S • >♦��5•. ►• eit►�:�1� �.��: +:� ��� ►_.-� .�� ���� � •►�'��Ii �,�•�� �ilr.4�;j �'�'��, w�I'J�%��c������y!`j' • \1.���� ;����„A`,S`' -� •• '>LF!'_ KRH ASI 028 D 9/18/08 IKS KRN - - - - -- DATE CNK'D APP'D REWSION DESCWPTION L TOYS ACCESS ROAD 9- �Iwp"Q D j [► m m O D IZ'1 I m D m m ill lI LDS [7l' m 0 D O v D ©© D D v v© MW 0© © O v D D - 6: Finally, fF6— W.SD0T*screening buffer has been nted and eeds to be show comp) , art of permit D09 -161. RETAINING WALL B 6: The WSDOT screening buffer, west of Wall A (west portion of site) was also completed under Public Works Permit PW08 -135. This ork was related to L11 through L13 of that permit package. Work was approved as part of the closeout of that permit. TP AC SA TP M— L AC SR AC SA TP AC M (SR 5 AC GC TP SA M TP PL AC CC 3 35 fi 17 5 33 2 41 3 5 50 2 2 3 3 46 49 9 4 2 75 2 4 20 6 37 INTERSTATE CC TP CONSTRUCTION LIMITS — SR 30 7 - v PLANT QUANTITY PLAN LANDSCAPE PLAN SCALE 1' = 20' 20 0 20 40 Scale Feet 1 1 1 1 1 i EG/EM LQ King County Department of Natural Resources and Parks Solid Waste Division IECpG RW. B 266-160 11117&MdW �w u TuaMWASO 1001 Fourth Avenue,Sufte2500 IM� � Sen91e. WA 98154 -1004 t2o6le95.47oo MM E" VEMFY SCAM E + 0 -� °R 1' 0�1" E 2/02/10 IKS KRH ASI 028 D 9/18/08 IKS KRN ISSUED FOR BID REV DATE CNK'D APP'D REWSION DESCWPTION J ` W S 1 U) o 4. 4. CV fa.. UA Z J i KEY MAP BOW LAKE RECYCLING AND TRANSFER STATION SITE PREPARATION CONTRACT LANDSCAPE PLAN pr"CT NuMem: C00272COS 95 110 emw= 1-11 u U u u s C C C li • O U- w cn cn J F- W W rn O Y'f N CV r Q 1-- W Z Z L 1- a 2 Work Completed During Milestone I (Permit PW 08 -135 (Refer to DWG G018)) INTERSTATE 5 JE PLANT SYMBOL rpp "Z PLAN PLANT QUANTITY LANDSCAPE PLAN SCALE 1' = 20' �v�Q LG/YF p. DRAWN sTnTF ar �\ iF WATNIWTM iEGiSTEiED VERIFY SCALE ECT BAR IS ONE INCH ON 0 9/18/08 IKS ANSI *D' DRAWING awn mT e , sse 0 1 REV DATE CHK'D KRH ISSUED FOR BID APP-DI REVISION DESCRIPTION 20 0 20 40 Scale Feet King County Department of Natural Resources and Parks Solid Waste Division SEE SHEET L13 FOR PLANT SCHEDULE AND DETAILS R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154 -1004 (206) 695 -4700 Q � i o � �• j KEY MAP Refer to DWG L11 0 M BOW LAKE RECYCLING AND TRANSFER STATION PR0.1WT NUMBER w SITE PREPARATION CONTRACT 000272CO8 O SHT. OF. LL- 97 110 0 LANDSCAPE PLAN DRAW= NUNISM LLI L12 U) cn REMOVE BURLAP & TWINE, LOC AND STRAIGHTEN ROOTS, FRIO1 PLANTING. Y 5 , Work Completed During Milestone I (Permit PW08 -135 (Refer to DWG G018) TYPICAL TREEISHRUB PLANTING DETAIL NTS PLANT SCHEDULE 3' BARK MULCH FINISH GRADE IMPORTED TOPSOIL ROTOTILLED TO DEPTH OF 12'. NEAT LINE BREAK SIDES & BOTTOMS OF PLANTING PIT TO ALLOW FOR ROOT PENETRATION RECOMPACT SUBGRADE BELOW ROOT BALL TO ENSURE THAT ROOT FLARE WILL NOT SETTLE BELOW GROUND LINE A SECTION THROUGH PROPERTY DELINEATION FENCE NTS SYMBOL BOTANICAL NAME/ COMMON NAME QTY SIZE SPACING I REMARKS TREES PROACI 1"MR: C00272COR PM PSEUDOTSUGA MENZIESII/ DOUGLAS FIR 149 2 -3' HT. 8' -10' O.C. B&B OR CONT. =160 TP THUJA PUCATA/ WESTERN RED CEDAR 112 2 -S HT. 8' -10' O.G B&S OR CONT. SHRUBS OAC _ ACER CIRCINATUM/ VINE MAPLE 116 2 -3' HT.. 8' O.C. 3-5 CANES MIN. ® CC CORYLUS CORNUTA/ WESTERN HAZELNUT 238 18-24' HT. 5' O.C. FULL AND BUSHY ® PL PHILADELPHUS LEWISII/ MOCK ORANGE 206 18 -24' HT. 5' O.C. FULL AND BUSHY v v v GC POLYSTICHUM MUNITUM/ SWORD FERN 1,118 1 GAL CONT. 36' O.C. - TRI. SP. TYP. ® RS RIBES SANGUINEUM/ RED FLOWERING CURRANT 271 18 -24' HT 5' O.C. FULL AND BUSHY Q SR SAMBUCUS RACEMOSA/ RED ELDERBERRY 180 18 -24' HT. 5' O.C. FULL AND BUSHY ® SA SYMPHORICARPOS ALBUS/ COMMON SNOWBERRY 290 18 -24' HT. 5' O.C. FULL AND BUSHY S*MD EG/EM am EM VERIFY Sry c E 2/02/1 R 6 ONE INCH ONJ D 9/18/( w9 'O' DRAWING 0tI�t' REV DATE ASI 028 ISSUED FOR BID REVISION DESCRIPTION AE King County Department of Natural Resources and Parks Solid Waste Division A FINISH GRADE 3' COMPOSTED MULCH IMPORTED TOPSOIL COMPACTED SUBGRADE R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154.1004 (206) 6954700 GENERAL LANDSCAPE NOTES 1. ALL PLANT MATERIALS MALL MEET THE AMERICAN STANDARDS FOR NURSERY STOCK, ANSI Z60.1 OR MOST CURRENT VERSION. 2. PLANT, MAINTAIN AND WARRANTY AS PER SPECIAL PROVISIONS. 3. DO NOT SUBSTITUTE SPECIES WITHOUT THE APPROVAL OF THE PROJECT REPRESENTATIVE. 4. ALL NEW PLANTINGS SHALL RECEIVE 6' DEPTH OF IMPORTED TOPSOIL AND 3' COMPOSTED MULCH. 5. IMPORTED TOPSOIL SHALL BE A 2 WAY MIX OF 60% SANDY LOAM AND 40% COMPOST. 6. IMPORTED TOPSOIL SHALL BE INSTALLED IN 2 LIFTS. 3' DEPTH EACH. ROTOTILL FIRST 3' OF TOPSOIL TO A DEPTH OF 12' INTO SUBGRADE. INSTALL REMAINING 3' OF TOPSOIL, AND FINISH GRADE ALL TOPSOIL AREAS. REMOVE ALL ROCKS, STICKS AND OTHER DEBRIS ONE HALF INCH (1/2) OR LARGER FROM TOPSOIL SURFACE LO U') LO N 0 O CO r 0 M 0 W w O LL- LLI M C/) tb d' J J Q U Refer to DWG L11 o m KPG BOW LAKE RECYCLING AND TRANSFER STATION SITE PREPARATION CONTRACT PROACI 1"MR: C00272COR O LL- 9(f. OF: lST9tlAlermA 111T61WdrdT 98 110 0 =160 LANDSCAPE SCHEDULE AND DETAILS LLI DRAWW NUMBM' "W400 L13 U) IN = a 11 Work Completed DurJqq Milestone I (Permit PW08 -135 (Refer to DWG G018)) PLANTING SCHEDULE SCIENTIFIC NAME COMMON NAME OTY SIZE SPACING EXSRING TIRE ON -SITE OPEN AREA - SEE DWGS L24 AND L25 ®ACER MACROPHYLLUM BIG LEAF MAPLE 33 1 GAL 12' O.C. - ARBUTUS MENZIESII PACIFIC MADRONE 33 1 GAL 12' O.C. - PSEUDOTSUGA MENZIESII DOUGLAS FIR 97 1 GAL 12' O.C. - -- -- - ON -SITE FORESTED AREA - SEE DWGS L24 AND L25 d d G d d ACER MACROPHYLLUM BIG LEAF MAPLE 62 1 GAL 12' O.C. G d G d G PSEUDOTSUGA MENZIESII DOUGLAS FIR 124 1 GAL 12' O.C. THUJA PLICATA WESTERN RED CEDAR 124 1 GAL 12' O.C. OFF -SITE TREE REPLACEMENT AREA -SEE DWGS L25 AND L26 ACER MACROPHYLLUM BIG LEAF MAPLE 10 1 GAL 12' O.C. PSEUDOTSUGA MENZIESII DOUGLAS FIR 40 1 GAL 12' O.C. 05: Also, some of the tree replacement planting was already completed along the north side of the project site ( "Sheet 2" of the original tree replacement plan) and should be reflected in the letter and drawings, if they are part of permit D09 -161. A5: The tree replacement area along the north perimeter of the site was completed under Public Works Permit PW08 -135. This work was related to L23 through L27 of that permit package (attached). Work was approved as part of the closeout of that permit (see DWG G018 for overview of work). 1vzv�e¢n o�saec DESIGNED MBE DRAWN MBE VERIFY SCALE BAR IS ONE INCH ON ANSI 'D* DRAWING 0 �1' D 9/18/1 REV DATE :!.._, C - -1 MNCMI If1nnKI 1 wire ISSUED FOR BID REVISION DESCRIPTION _ -h 0 I3: 1JJ W N W z J a I� I GENERAL NOTES 1. SEE DWG L27 FOR TREE MITIGATION DETAILS. 2. NO TREE MITIGATION ON THIS STREET 3. NO TREES SHALL BE PLANTED WITHIN 15' OF EITHER SIDE OF UTILITY LINES. 4. SEED MIX: FOR ALL AREAS OF DISTURBED SIL, APPLY EROSION CONTROL SEED MIX AT 45# P.LS. /ACRE KEY MAP SCALE: NTS MATCHLINE - SEE DWG L25 PLAN 30 0 30 60 1'= 30' -0' SITE PLAN SCALE: 1' = 30' Scale Feet BOW LAKE RECYCLING AND TRANSFER STATION PRQIECT NUMBM. L9 King County /" ESA Ad o lfso n SITE PREPARATION CONTRACT c00272co6 J 5309 Shilshole Ave. NW Department of Natural Seattle, WA 98107 101 11° R. W, Bad(. Inc. P: (206) 789'9858 TREE REPLACEMENT PLAN DRAWING NUMBER: Resources and Parks 1001 Fourth Avenue, Suite 2500 F: (206) 7MI?684 Seattle, WA 98154 -1004 L23 Solid Waste Division (206)695.4700 n n AD n 1 y b L 00 d' J J Q U T O LL LLJ U) U) NM J W W do W Z x v Q us Cl L7 O W W N W Z s v a GENERAL NOTES 1. SEE DWG L27 FOR TREE MITIGATION DETAILS. 2. NO TREES SHALL BE PLANTED WITHIN 15' OF EITHER SIDE OF UTILITY LINES. 3. SEED MIX: FOR ALL AREAS OF DISTURBED SIL, APPLY EROSION CONTROL SEED MIX AT 45$ P.L.S. /ACRE. TREE REPLACEMENT LEGEND PLAN SITE PLAN SCALE: 1, = 30' aR MBE Ki ° ' n coumy r ESAAdolfson 5309 Sn9snole Are. NW MBE seems, WA 9s,o7 Department of Natural R.W. Beck, Inc P:(206),89.96558 ' VERIFY SCALE Resources and Parks 1001 Fourth Avenue, Since 2500 F: (206) 789 -9684 BAR IS ONE INCH ON D 9/18/08 IKS KRH ISSUED FOR BID Seattle, WA 981541004 ANSI 1 DRAM Off,. REV DATE CHK'D APP'° REVISION DESCRIPTION Solid Waste Division (206) 695-4700 x26 I-1 KEY MAP SCALE: NTS Refer to DWG 23 30 0 30 60 1'= 30' —O' Scale Feet BOW LAKE RECYCLING AND TRANSFER STATION SITE PREPARATION CONTRACT C00272CO8 SHT. OF. 102 110 TREE REPLACEMENT PLAN DPAWeM MUBM L24 TREE REPLACEMENT AREA —OPEN ® DOUGLAS FIR — 60% PACIFIC MADRONE — 20% BIG —LEAF MAPLE — 20% TREE REPLACEMENT AREA — a a c a a FORESTED UNDERPLANTING a a a a a DOUGLAS FIR — 40% W. RED CEDAR — 40% BIG —LEAF MAPLE — 20% PLAN SITE PLAN SCALE: 1, = 30' aR MBE Ki ° ' n coumy r ESAAdolfson 5309 Sn9snole Are. NW MBE seems, WA 9s,o7 Department of Natural R.W. Beck, Inc P:(206),89.96558 ' VERIFY SCALE Resources and Parks 1001 Fourth Avenue, Since 2500 F: (206) 789 -9684 BAR IS ONE INCH ON D 9/18/08 IKS KRH ISSUED FOR BID Seattle, WA 981541004 ANSI 1 DRAM Off,. REV DATE CHK'D APP'° REVISION DESCRIPTION Solid Waste Division (206) 695-4700 x26 I-1 KEY MAP SCALE: NTS Refer to DWG 23 30 0 30 60 1'= 30' —O' Scale Feet BOW LAKE RECYCLING AND TRANSFER STATION SITE PREPARATION CONTRACT C00272CO8 SHT. OF. 102 110 TREE REPLACEMENT PLAN DPAWeM MUBM L24 F L ,I UM oIIIIIIII Work Completed During Milestone I (Permit PW08 -135 (Refer to DWG G018)) 10' :z0 ^0 CONSTRUCTION LIMITS / ,J, SEE WETLAND MITIGATION PLAN DWGS L21 AND PLAN ALTERNATE BID ITEM NO. 1 SITE PLAN SCALE: 1' = 30' I GENERAL NOTES I I 1. SEE DWG L27 FOR TREE MITIGATION DETAILS. 2. NO TREES SHALL BE PLANTED WITHIN 15' OF EITHER SIDE OF UTILITY LINES. 3. SEED MIX: FOR ALL AREAS OF DISTURBED SIL, APPLY EROSION CONTROL SEED MIX AT 45# P.LS. /ACRE STREAM/WETLAND B BUFFER TREE REPLACEMENT LEGEND TREE REPLACEMENT AREA — OFF—SITE DOUGLAS FIR — 60% PACIFIC MADRONE — 20% BIG —LEAF MAPLE — 20% WETLAND B WETLAND A STREAM E DESIGNED MBE L9King County Department of Natural Resources and Parks Solid Waste Division ' r ESAAdolfson J sso9sattle, Ave. 98107 Seattle, WA s81o7 R.W. Beds, Inc. P: (206) 789.9658 1001 Fourth Avenue, Suite 2500 F:(206)7&49684 Seatlle,WA98154 -1004 (208)695-4700 DRAWN vSWE or MBE ' W VERIFY SCALE BAR IS ONE INCH C ANSI D' DRAWING m 0�1� Work Completed During Milestone I (Permit PW08 -135 (Refer to DWG G018)) 10' :z0 ^0 CONSTRUCTION LIMITS / ,J, SEE WETLAND MITIGATION PLAN DWGS L21 AND PLAN ALTERNATE BID ITEM NO. 1 SITE PLAN SCALE: 1' = 30' I GENERAL NOTES I I 1. SEE DWG L27 FOR TREE MITIGATION DETAILS. 2. NO TREES SHALL BE PLANTED WITHIN 15' OF EITHER SIDE OF UTILITY LINES. 3. SEED MIX: FOR ALL AREAS OF DISTURBED SIL, APPLY EROSION CONTROL SEED MIX AT 45# P.LS. /ACRE STREAM/WETLAND B BUFFER TREE REPLACEMENT LEGEND TREE REPLACEMENT AREA — OFF—SITE DOUGLAS FIR — 60% PACIFIC MADRONE — 20% BIG —LEAF MAPLE — 20% WETLAND B WETLAND A STREAM E KEY MAP SCALE: NTS i Refer to DWG 23 30 0 30 60 Scale Feet BOW LAKE RECYCLING AND TRANSFER STATION PRQIECT NUMBER: SITE PREPARATION CONTRACT C00272CO8 Sx1, OF: 104 110 TREE REPLACEMENT PLAN DRAW= NU L26 L9King County Department of Natural Resources and Parks Solid Waste Division ' r ESAAdolfson J sso9sattle, Ave. 98107 Seattle, WA s81o7 R.W. Beds, Inc. P: (206) 789.9658 1001 Fourth Avenue, Suite 2500 F:(206)7&49684 Seatlle,WA98154 -1004 (208)695-4700 X18 /OB IKS KRH ISSUED FOR BID DATE CHK'D APP'D REVISION DESCRIPTION KEY MAP SCALE: NTS i Refer to DWG 23 30 0 30 60 Scale Feet BOW LAKE RECYCLING AND TRANSFER STATION PRQIECT NUMBER: SITE PREPARATION CONTRACT C00272CO8 Sx1, OF: 104 110 TREE REPLACEMENT PLAN DRAW= NU L26 SCARIFY ROOTBI SPREAD ROOTS 1.5 X ROOTBALL DEPTH — Work Completed During Milestone I (Permit PW08 -135 (Refer to DWG G018)) 3' LAYER OF MULCH IN 30' CIRCLE AROUND TREES & SHRUBS- KEEP MULCH AWAY FROM STEMS CONSTRUCT 3' WATERING BASIN FINISH GRADE BACKFILL WITH NATIVE TOPSOIL NEAT LINE SCARIFY EDGES OF PLANTING HOLE TO ALLOW FOR ROOT PENETRATION DIAMETER COMPACT S011 IINOFR RnnTRAII SECTION TREE/SHRUB PLANTING DETAIL NOT TO SCALE o��Q MBE Kin County DRAWN 9 :. �. MBE Department of Natural VERIFY SCALE _ Resources and Parks ANSI "D' DRAWING" D 9/18/08 IKS KRH ISSUED FOR 810 n, 0�1' REV DATE CHK'D APP'D REVISION DESCRIPTION Solid Waste Division NOTES 1. 8' HIGH TEMPORARY CHAINLINK FENCE SHALL 3. WORK WITHIN PROTECTION FENCE SHALL BE BE PLACED AT DRIPLINE OF TREE TO BE DONE MANUALLY. NO STOCKPILING OF SAVED. FENCE SHALL COMPLETELY ENCIRCLE MATERIALS. VE}OCUTAR TRAFFIC. OR STORAGE TREE(S1. INSTALL FENCE POSTS USING PIER OF EOUIPMENT OR MACHINERY SHALL BE [ILO IS ONLY. AVOID DRIVING POSTS OR ALLOWED WITHN THE LIMIT OF THE FENCING. STAKES INTO MAJOR ROOTS. 2. TREATMENT OF ROOTS E7EOSED DURING CONSTRUCTION: FOR ROOTS OVER 1' IN DIAMETER DAMAGED DURING CONSTRUCTION. MACE A CLEAN STRAIGHT CUT TO REMOVE DAMAGED PORTION OF ROOT. ALL EXPOSED ROOTS SHALL BE TEMPORARILY COVERED WITH DAMP BURLAP TO PREVENT DRYING. AND COVERED WITH SOIL AS SOON AS POSSIBLE. TREE PROTECTION DETAIL NOT TO SCALE Refer to DWG 23 BOW LAKE RECYCUNG AND TRANSFER STATION PRwEcr "LIMBER: R.W. Beck, Inc. SITE PREPARATION CONTRACT C00272CO8 1001 Fourth Avenue, Suite 2500 SHT' OF: Seattle, WA 98154 105 110 1004 (206) 695 -4700 TREE REPLACEMENT DETAILS DRAWING NI1MBtJC L27 LO LO 4 N IT O O 00 r 0 LU 0 LL LU M U) 0 00 J �J Q U 9 C13 Of 0 LL `LU V/ U) 3" LAYER OF MULCH IN 30' SCARIFY ROOTBALL CIRCLE AROUND TREES & AND SPREAD ROOTS SHRUBS. KEEP MULCH AWAY FROM STEMS. EROSION CONTROL BLANKET, SLIT FOR PLANT INSTALLATION , CONSTRUCT 3" WATERING BASIN* / \ \/\ FINISH GRADE / 1.5 X DEPTH ROOTBALL / \ : / \� BACKFILL WITH NATIVE TOPSOIL NEAT LINE SCARIFY EDGES OF PLANTING HOLE TO ALLOW FOR ROOT *NOTE: ON SLOPES, PENETRATION CONSTRUCT I I��_� COMPACT SOIL UNDER WATERING BASIN ON .I ROOTBALL DOWNHILL SIDE OF ROOTBALL PLANTING HOLE SECTION DIAMETER ONLY' TREE /SHRUB SLOPE PLANTING DETAIL NOT TO SCALE o��Q MBE Kin County DRAWN 9 :. �. MBE Department of Natural VERIFY SCALE _ Resources and Parks ANSI "D' DRAWING" D 9/18/08 IKS KRH ISSUED FOR 810 n, 0�1' REV DATE CHK'D APP'D REVISION DESCRIPTION Solid Waste Division NOTES 1. 8' HIGH TEMPORARY CHAINLINK FENCE SHALL 3. WORK WITHIN PROTECTION FENCE SHALL BE BE PLACED AT DRIPLINE OF TREE TO BE DONE MANUALLY. NO STOCKPILING OF SAVED. FENCE SHALL COMPLETELY ENCIRCLE MATERIALS. VE}OCUTAR TRAFFIC. OR STORAGE TREE(S1. INSTALL FENCE POSTS USING PIER OF EOUIPMENT OR MACHINERY SHALL BE [ILO IS ONLY. AVOID DRIVING POSTS OR ALLOWED WITHN THE LIMIT OF THE FENCING. STAKES INTO MAJOR ROOTS. 2. TREATMENT OF ROOTS E7EOSED DURING CONSTRUCTION: FOR ROOTS OVER 1' IN DIAMETER DAMAGED DURING CONSTRUCTION. MACE A CLEAN STRAIGHT CUT TO REMOVE DAMAGED PORTION OF ROOT. ALL EXPOSED ROOTS SHALL BE TEMPORARILY COVERED WITH DAMP BURLAP TO PREVENT DRYING. AND COVERED WITH SOIL AS SOON AS POSSIBLE. TREE PROTECTION DETAIL NOT TO SCALE Refer to DWG 23 BOW LAKE RECYCUNG AND TRANSFER STATION PRwEcr "LIMBER: R.W. Beck, Inc. SITE PREPARATION CONTRACT C00272CO8 1001 Fourth Avenue, Suite 2500 SHT' OF: Seattle, WA 98154 105 110 1004 (206) 695 -4700 TREE REPLACEMENT DETAILS DRAWING NI1MBtJC L27 LO LO 4 N IT O O 00 r 0 LU 0 LL LU M U) 0 00 J �J Q U 9 C13 Of 0 LL `LU V/ U) 2006 Washington State Nonresidential Energy Code Compliance Form • •' Summary Climate Zone 2006 Washington State Nonresidential Energy Coda Compliance Forms Revised July 2007 Project Info Project Address Bow Lake Recycling 4 Transfer Station Scale Facil'plate 1/21/2010 energy Code Compliance - Fine 7/24/2009 For Building Department Use FILE PewM ■• �O� 20 + 25 batt Applicant Name: Tom Creagan ApplicantAddress: 201 S. Jackson St., Suite 701, Seattle, NA 98104 Applicant Phone: 1206) 263 -6476 COPY Project Description Q New Building ❑ Addition ❑ Alteration ❑ Change of Use ❑ Prescriptive 0 Component Performance ❑ Seattle EnvStd Impliance Option (See Decision Flowchart (over) for qualifications) ❑ Systems Analysis Space Heat Type Electric resistance Q All other (see over for definitions) Roofs Over Attic Total Glazing Area Electronic version: these values are automatically taken from ENV -UA -1. 20 + 25 batt Glazing Area Calculation (rough opening) Gross Exterior Below Grade Walls See ENV -UA -1 (vertical 8 overhd) divided by Wall Area times 100 equals % Glazing na Note: Below grade walls may be included in the 10.0 2 07 .6 2506.5 X 100 = 8.3% Gross Exterior Wall Area if they are insulated to the level required for opaque walls. Maximum U- factors Opaque Doors O yes Check here if using this option and if project meets all requirements for the Concrete/Masonry Vertical Glazing Concrete/Masonry Option Option. See Decision Flowchart (over) for qualifications. Enter requirements for each qualifying na Maximum SHGC (or SC) O no assembly below. 0.380, O yes Check here if using semi - heated path and if project meets all requirements for semi- heated spaces Semi — Heated Path - as defined in section 1310. Requires other fuel heating and qualifying thermostat. Only wall O no insulation requirement is reduced (2006 change). Only available in prescriptive path. Envelope Requirements (enter values as applicable) Minimum Insulation R- values Roofs Over Attic All Other Roofs 20 + 25 batt Opaque Walls' See ENV -UA -1 Below Grade Walls See ENV -UA -1 Floors Over Unconditioned Space na Slabs -on -Grade 10.0 Radiant Floors na Maximum U- factors Opaque Doors 0.370 Vertical Glazing 0.290 Overhead Glazing na Maximum SHGC (or SC) Vertical /Overhead Glazing 0.380, 1. Assemblies with metal framing mus! comply with overall U- factors Notes: Opaque Concrete /Masonry Wall Requirements Wall 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 ? 9.0 Btu /ft2• °F below (other walls must meet Opaque Wall requirements). Use descriptions and values from Table 10 -9 in the Code. Wall Description I U- factor CITY OF TUI(UNLA JAN 2 8 2010 PERMIT CENTER CORRECTION LTR# � Df)l 2006 Washington State Nonresidential Enerav Code Compliance Form 2006 Washington State Nonresidential Enerily Code Compliance Forms Revised July 2007 Project Address Bow Lake Recycling 4 Transfer Station Scale Facility Date 1/21/2010 Space Heat Type (9 Electric resistance O All other For Building Department Use Glazing Area as % gross exterior wall area 8.3% Prop. 30.0% Max.Target Concrete/Masonry Option OYes O No Notes: If glazing area exceeds maximum allowed in Table, then calculate adjusted areas on back (over). Building Component Proposed UA Target UA List components by assembly ID & page # U- factor x Area (A) = UA (U x A) U- factor x Area (A) = UA (U x A) U= Plan ID Fixed window 0.290 146.0 42.3 0.400 207.6 83.0 4162ing 9i .Electrid Resist Other Heating. U= Plan ID Slider window 0.290 40.0 11.6 U= Plan ID Door glazing 0.290 21.6 6.3 03096 040 :'i p 55 c all Scheduled on U= Plan ID A015 > 0 G5 °� seenotaatove 045 O U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: 0.600 C,laingc6 i lectnc assist Other Heabng M a U= Plan ID: U= Plan ID- O O U= Plan ID: ?30 45 °b .:SCe nQtB d[pva 0 6 to U= Plan ID: f Plan ID: OU= E U= Plan ID: O U= Plan ID: 0.600 w U= Plan ID Insulated Metal 0.370 121.4 44.9 0.600 121.4 72.8 Cr E 8 U= Plan ID NRSC Default Electric Resist Other Heating CIO O U= Plan ID: 060::; O6Q R= Plan ID: 0.031 $ > R= Plan ID: Electnc Resist ©then Haabng �O R= Plan ID: 0031: D036 R =20.0 Plan ID upper Roof 0.027 539.0 14.6 0.034 539.0 18.3 t g R= Rigid Plan ID w/ R25 Batt. EleOtdc Resist Other Heating O R= Plan ID calculated 0Q34;; Q046 R =20.0 Plan ID wall Type A 0.045 262.0 11.8 0.062 2177.5 135.0 R= None Plan ID wall Type B 0.816 65.0 53.0 "* V) R =22.2 Plan ID wall Type 26A 0.082 1056.0 86.6 *• EleotricResist. Oth2rHeatijg: 3: R =22.2 Plan ID Wall Type 26C 0.063 794.5 50.1 D R= Plan ID w/ 11 rigid R =4.2 Rome VUd 0062 ?' Q062 CT M R= Plan ID all calculates Flame Mtl 0062!` ?D 109 O R= Plan ID: Mass Wall p 15 0. 15 "Note: sum of Target Areas here should equal Target Opaque Wall Area (see back) ++ see mast wall Cntena R =20.0 Plan ID wall Type A 0.045 262.0 11.8 0.062 262.0 16.2 0 v R= Plan ID NRSC Defaultlectnc Rests! Other Heatuig m R= Plan ID' lilt Ins 0062: ;0062 Note: if insulated to levels required for opaque walls, list above with opaque walls Ext Ins 0.07 D 07 y R =21.0 Plan ID R -21 Batts in metal 0.110 16.5 1.8 0.029 16.5 07 > O o R= Plan ID frame - :Electric' Resist Other Healing; o C R= Plan ID NRSC Default 0.029" Q056 o D u- R= Plan ID: R =10.0 Plan ID Fully Insulated Sla 0.360 131.0 47.2 0.540 131.0 70.7 o R= Plan ID with thermal break Electric Resist Other Heating m rn R= Plan ID NRec Default R= Plan ID: (see Tablti 13.. for rediant'floorvatues For CMU walls, Indicate core insulation material. Totals 3455.0 381.9 Totals 3455.0 396.7 To comply: 1) Proposed Total UA shall not exceed Target Total UA. 2) Proposed Total Area shall equal Target Total Area. ATTACHMENT E U -Value Calculations An SAIC Company E3 LNSENGINEERS, INC. CONSIKTING ENGINEERS 771.3 PIONEER WAY • SUITE C • GIC HARBOR, \VA 98335 253.851.3175 FAX:2S3.851.7366 LNS@lJNSENG'INEFRS,COM PROJECT: LN -77,e 5, 0 PREPARED: I DATE a)Wl- �_ 4 - .5e 44-'6_ I IJI _ - I C AST —IN--PLACE CONCRETE WALL TYPE [CONC f 4'] 4" RIGID INSULATION, TYPE 6 4• ,5*.1'4? 4>4e_ M 0,/7 /.' / 2 ' 4:po &CECT- 7';'Fe44 F5 VC Ile Fb NAL EN I le LNS ENGINEERS, INC. PROJECT: PN: LNS CONSULTING ENGINEERS ?:Toco %5p- ,) -77,9 5 e-9 El 7,XAl 77HPIONEEKWAY • SUITEC • GIG HARBOR, %V.A 98335 2S3.85I.;I75 FAX:253.851.7M LNS C(�TNSLNGINEI'RS,C0M PREPARED: DATE 7 CAST-IN--PLACE CONCRETE qO _ _ si WALL TYPE [GONG -f 4"] 4" RIGID INSULATION, TYPE 6 At3oVK <104L)4f. N. S T NA_ , le IV,Ue, 7)1 -&A le -/ 2 edge 0 e) 6'c"94r--e' /z/1 'p'y-51!5 W/ 4/50 VC- CV-7 QRf,0 0,/7 At3oVK <104L)4f. N. S T NA_ , le IV,Ue, 7)1 -&A le -/ 2 edge 0 e) 6'c"94r--e' /z/1 'p'y-51!5 W/ 4/50 VC- CV-7 QRf,0 PROJECT: LNS ENGINEERS, INC, FOw 4.14 k4-r LNS CONSUL "PING ENGINEERS T,�aA/5> r/Z 7713 PIONEER WAY SUITE C •GIG FIARROR, �V,q 9833.5 / l�� 253.851.5175 FAX:253.851.7366 LNS @I.NSENGINEERS.COM PN: 017A KO PREPARED: ► DATE �' C� Ty,�'� f'� ��a r � � y?► ,1 8 �Coi4 TZ o, 082 "of �GCIE A/1 -iAl - METAL SIDING PANELS, TYPE AS EXTERIOR INDICATED ON ELEVATIONS -- AIR BARRIER APPLIED TO EXTERIOR OF 6A 269 -TTTT- PLYWOOD SHEATHING PLYWOOD SHEATHING, TYPE 1 - - I- TTTTTT--T- TI -- 600S162 -43 ® 24" OC 6C ,-Zl6r•P 6" BATT INSULATION, TYPE 18 6A [8 -3/4 "] VAPOR BARRIER, TYPE 3 (26A) OR 6 (9 -3/41 i" RIGID INSULATION, TYPE 3 (26C) CONDITIONED INTERIOR 5/8" GWB, TYPE 4 �' C� Ty,�'� f'� ��a r � � y?► ,1 8 �Coi4 TZ o, 082 "of �GCIE A/1 -iAl 269 ,-Zl6r•P PROJECT: PN: LNS ENGINEERS, INC. LNS CONSUL'FING ENGINEERS 7713 PIONEER WAY • SUITE C • GIG HARBOR, WA 98335 233.851.5175 F1X:253.851.7366 LNISCad.NSFINGINEERS.COM PREPARED: DATE ;/, A115 "oe, STANDING SEAM METAL ROOFING SEE DRAWINGS SLOPE —0" OC ROOFING CLIP 0 2' 6"x6" 14 GAUGE METAL PLATE 0 CLIPS 4" RIGID INSULATION, TYPE 4 METAL DECKING R-25 BATT INSULATION, TYPE 16 (SCALEHOUSE ONLY) ROOF JOISTS --ftpkftl� I lell 0 11*7�F r44 2. T -'y'04 2r1, CIO 4� /A/ 7 I o Z -7 4" RIGID INSULATION, TYPE 4 METAL DECKING R-25 BATT INSULATION, TYPE 16 (SCALEHOUSE ONLY) ROOF JOISTS --ftpkftl� I lell 0 � � N 71 i g� q <.1 Ow Mr— HEMm< ® _ a bile _ � 1 n p Z� e� vile o . N ® Z J FT �.2 Z lo O o c ca 4 C y y C m o m 0 a: N J ! q 1 PAI L, 66 DDD K a� " h h A �_ qY bl -Dior ii ur row SECTION 07 2100 THERMAL INSULATION 6079 REGISTERED PART 1 — GENERAL �> ARCHITECT 1.01 SUMMARY DOUGLAS L. BRINLEY A. Section includes the following: STATE OF WASHINGTON 1. Rigid Insulation Type 1 - XPS Foam. 2. Rigid Insulation Type 2 - High- Compressive Strength XPS Foam. 3. Type 3 - i id Insulation T e Compressed Fiber ass Bo gl ard .- ,�- ..,r_ .. _ 4. Rigid Insulation Type 6 - Glass- Fiber - Reinforced Polyisocyanu rate Foam ` att nsulation Type 1A - High - Density 1171ineral REVIEWED FO CODE COMPUpKL;att Insulation Type 1 B - Low - Density Mineral Wool. ���� ��� APPROVED7. Insulation Accessories. rvliil% y MAR 12 209 Related Sections: Nan y 1. Section 07 4100 - Standin g Seam Metal Roo ligg. 0C?' sA�1 " ►�. I Ott �.e . o error^ any! ^L&.CgTUkWI& a. Rigid Insulation Type 4 - Polyisocyanu rate Foam is specified.,in.,. orr Section 07 4100 as part of the standing -seam metal roofing system. Jl BUILDING QIVI -9� nection 07 5000 - Membrane Roofing. a. Rigid Insulation Type 5 - Fiber -Faced Polyisocyan u rate Foam is specified in Section 07 5000 as part of the membrane roofing system. 1.02 REFERENCES A. Comply with the requirements of Section 01095- Reference Standards and as listed herein. The following is a list of standards referenced in this Section: B. ASTM International - www.astm.org: 1. ASTM C 209 - Standard Test Methods for Cellulosic Fiber Insulating Board 2. ASTM C 518 - Standard Test Method for Steady -State Thermal Transmission Properties by Means of the Heat Flow Meter Apparatus. 3. ASTM C 578 - Standard Specification for Rigid, Cellular Polystyrene Thermal Insulation. 4. ASTM C 612 - Standard Specification for Mineral Fiber Block and Board R�EIVED Thermal Insulation. QKWLA 5. ASTM C 665 Standard Specification for Mineral -Fiber Blanket Thermal d 2 $ ZO�� Insulation for Light Frame Construction and Manufactured Housing. AN 6. ASTM C 1136 Standard Specification for Flexible, Low Permeance VMITCENTER Retarders for Thermal Insulation. 7. ASTM D 1621 - Standard Test Method for Compressive Properties of Rigid Cellular Plastics. CORRECTION i.TR# I ZI C %7f G !'C:.� \,F 1 C` C.tT Y C; j- i-1.� 1 I l f� C00405C09 C� 1 �L` �-t- (�� ( §07 2100 -1/10 BLRTS - rev. 12/07/2009 THERMAL INSULATION ID M a.- I Uq G 8. ASTM E 84 — Standard Test Method for Surface Burning Characteristics of Building Materials. 9. ASTM E 136 — Standard Test Method for Behavior of Materials in a •' '� '' • ` 'Wrtical Tube Furnace at 750° C. 1.03 DEFINITIONS A. FSK: 'Foil- Scrim - Kraft' flame- retardant facing vapor barrier made from lightweight aluminum foil, fiberglass yarn reinforcement and natural kraft paper laminated together with a flame retardant adhesive B. RCPS: Rigid, Cellular Polystyrene Thermal Insulation as defined and classified in ASTM C 578. C. XPS: Extruded Polystyrene — Rigid insulation material produced by a continuous blowing and extrusion process resulting in a consistent quality foam product with a closed -cell structure of uniform compressive�strength.;;; a1. Note: EPS Expanded Polystyrene Board ( "beadboard ") or derivatives are t table substitutes for XPS rigid insulation material. a r` SUBMITTALS O °� �n0 c p g ta3T ,... A. General: Submit the following in accordance with Section 00700 - General Terms and Conditions, Article 4.4 - Submittals, and Section 01330"., Submittal Procedures. B. Leadership in Energy and Environmental Design (LEED) Documentafion: Submit the following in accordance with Section 01813 - Sustainable Design Requirements: 1. Completed LEED Materials Submittal Form. 2. Completed LEED VOC Submittal Form. C. Approval Submittals: 1. Product Data: a. Submit Manufacturer's product data for products specified in this Section including product characteristics, performance, certified test results, product limitations and other information necessary to establish conformance with the requirements of this Section. 2. Manufacturer's Instructions: a. Include information on environmental conditions required for installation, and installation techniques. 3. Samples: a. Submit samples of each product specified in this Section, including accessory items and fasteners. D. Quality Assurance Submittals: 1. None. C00405C09 BLRTS - rev. 12/07/2009 twill .n. §07 2100 - 2/10 THERMAL INSULATION E. Closeout Submittals: 1. Extended Warranty: Provide two executed copies of the Extended Warranty required by this Section in accordance with the provisions of Section 01780 — Closeout Procedures. 1.05 DELIVERY, STORAGE AND HANDLING A. Deliver, store and handle products specified in this Section in accordance with the Manufacturer's Instructions and the requirements of this Section: B. Delivery: Deliver materials to site in Manufacturer's original, unopened protective packaging. C. Storage: 1. Store in original protective packaging until time of installation. 2. Store materials inside and undercover; keep them dry and protected from weather, high humidity, direct sunlight, surface contamination, aging, damaging temperatures and construction traffic. 3. Stack insulation board flat and off the ground. 4. Protect plastic insulation against ignition at all times. 5. Store batt and compressed fiberglass board insulation so it is not subject to excessive compression, crimping, distortion or other damage that will affect the installed insulation value. D. Handling: Handle materials in accordance with the Manufacturer's Instructions. 1.06 PROJECT CONDITIONS A. Environmental Conditions: Comply with Manufacturer's Instructions, and the requirements of this Section: Do not apply insulation adhesives when temperature or weather conditions are detrimental to successful installation. 2. Do not install batt or compressed fiberglass board insulation in areas that are not weather - tight, or are subject to moisture. 1.07 SEQUENCING A. Do not install insulation products until the Work of other trades has been completed and inspected. 1. Remove and replace insulation as directed by the Project Representative as necessary to complete inspections or demonstrations related to the Work of other Sections as required by the Contract Documents. B. Plan installation of foam insulation so that it can be covered and protected from deterioration or exposure to ignition sources as soon as possible after installation. 1.08 EXTENDED WARRANTY A. In accordance with the provisions of Section 01780— Closeout Procedures, provide an Extended Warranty for the Work of this Section: C00405C09 §07 2100 - 3/10 BLRTS - rev. 12/07/2009 THERMAL INSULATION 1. Warranty period for Work of this Section is one (1) years commencing on the date of Substantial Completion, except: a. Provide a limited thermal warranty on foam products for a period of fifteen (15) years commencing on the date of Substantial Completion. PART 2 — PRODUCTS 2.01 MANUFACTURERS A. Subject to compliance with requirements of the Contract Documents, products of the following manufacturers may be incorporated in the Work of this Section: 1. Rigid Foam Insulation: a. Dow — www.dowbuildingsolutions.com. b. Owens Corning — www.owenscorning.com. c. Or Approved Equal. 2. Fiberglass Board Insulation: a. Johns Manville — www.specjm.com. b. Knauf Insulation — www.knaufinsulation.com. c, Owens Corning — www.owenscorning.com. d. Or Approved Equal. 3. Mineral Wool Batt Insulation: a. Thermafiber — www.thermafiber.com. b. Or Approved Equal. 4. Accessories: a. Industrial Insulation Group — www.intelligentinsulation.com. b. Midwest Fasteners — midwestfasteners.com c. S.F. Products — sfproducts.com d. Or Approved Equal. 2.02 RIGID INSULATION TYPE 1 — XPS FOAM A. Characteristics: 1. Description: Unfaced, extruded polystyrene (XPS) insulation board. 2. Board Edges: Square. 3. Thickness: As indicated on the Drawings. 4. Classification: Product shall meet or exceed the physical property requirements of ASTM C 578 Type IV RCPS insulation. 5. Flame Spread Index: Seventy -five (75) or less, when tested in accordance with ASTM E 84. C00405C09 §07 2100 - 4/10 BLRTS - rev. 12/07/2009 THERMAL INSULATION 6. Smoke Developed Index: Four - hundred fifty (450) or less, when tested in accordance with ASTM E 84. B. Acceptable Products: 1. Dow -Styrofoam Brand Square Edge Insulation'. 2. Owens Corning - `Foamular 250'. 3. Or Approved Equal. 2.03 RIGID INSULATION TYPE 2 - HIGH - COMPRESSIVE STRENGTH XPS FOAM A. Characteristics: 1. Description: Unfaced, extruded polystyrene (XPS) insulation board. 2. Board Edges: Square. 3. Thickness: As indicated on the Drawings. 4. Classification: Product shall meet or exceed the physical property., requirements of ASTM C 578 Type IV RCPS insulation. 5. Flame Spread Index: Seventy -five (75) or less, when tested in accordance with ASTM E 84. 6. Smoke Developed Index: Four - hundred fifty (450) or less, when tested in accordance with ASTM E 84. B. Acceptable Products: 1. Dow -'Styrofoam Brand Square Edge Insulation'. 2. Owens Corning - `Foamular 250'. 3. Or Approved Equal.Rigid insulation type 2 - high- compressive- strength xps foam C. Characteristics: 1. Description: Unfaced, extruded polystyrene (XPS) insulation board. 2. Board Edges: Square. 3. Thickness: As indicated on the Drawings. 4. Classification: Product shall meet or exceed the physical property requirements of ASTM C 578 Type VI RCPS insulation. D. Acceptable Products: 1. Dow - `Styrofoam `Highload 40'. 2. Owens Corning - `Formular 400'. 3. Or Approved Equal. 2.04 RIGID INSULATION TYPE 3 - COMPRESSED FIBERGLASS BOARD A. Characteristics: 1. Description: Rigid insulation board composed of inorganic glass fibers bonded by a thermosetting resin and finished with a factory - applied, flame- retardant facing. C00405C09 §07 2100 - 5/10 BLRTS - rev. 12/07/2009 THERMAL INSULATION 2. Board Edges: Square. 3. Thickness: As indicated on the Drawings. 4. Classification: Product shall meet or exceed the physical property requirements of ASTM C 612 Types IA and IB Mineral Fiber Block and Board Thermal Insulation. 5. Fiberglass Core: a. R- Value: Minimum R -value of R -4.2 per inch thickness in accordance with ASTM C 518. b. Density: Three (3) pcf. 6. Facing: Type FSK. 6079 REGISTERED a. Classification: Facing shall meet or exceed the physical property ARCHITECT requirements of ASTM C 1136 Type II Flexible, Low Permeance I Vapor Retarders for Thermal Insulation. 1 b. Flame Spread Index: Twenty -five (25) or less, when tested in DOUGLAS L. BRINLEY accordance with ASTM E 84. STATE OF WASHINGTON c. Smoke Developed Index: Fifty (50) or less, when tested in accordance with ASTM E 84. B. Acceptable Products: 1. Johns Manville - 'Insul- Shield' Type I/S 300 with FSK facing. 2. Knauf Insulation - 'Knauff Insulation Board', 3.0 pcf, with FSK facing. 3. Owens Coating - `703 Board Insulation Fiber Glass' with FSK facing. ,.- 4.Or Approve _ dual_,,,,_ /-`' `�- `� --``✓- 2.05 RIGID INSULATION TYPE 6 - GLASS - FIBER - REINFORCED POLYISOCYANU RATE FOAM A. Characteristics: 1. Description: Rigid insulation board composed of glass- fiber - reinforced polyisocyanu rate foam core with factory- applied, flame- retardant facings. 2. Board Edges: Square. 3. Thickness: As indicated on the Drawings. 4. Classification: Product shall meet or exceed the physical property requirements of ASTM C1289 - Standard Specification for Faced Rigid Cellular Polyisocyanu rate Thermal Insulation Board, Type I, Class 2. 5. Polyisocyanu rate Foam Core: a. R- Value: Minimum R -value of R -6.5 per inch in accordance with ASTM C 518. b. Minimum Compressive Strength: Twenty -five (25) psi in accordance with ASTM D 1621. c. Maximum Water Absorption: 0.05 percent in accordance with ASTM 1' C 209. -- C00405CO9 §07 2100 - 6/10 BLRTS - rev. 12107/2009 THERMAL INSULATION Sr"J 6. Facings: 4 mil embossed white acrylic- coated aluminum on one side and 1.25 mil embossed aluminum on the other. B. Acceptable Products: 1. Dow- 'Thermax Heavy Duty Insulation'. Or Approved Equal .__._��,._= ..,_..- ......_.,.= 2.06 BATT INSULATION TYPE 1A- HIGH - DENSITY MINERAL WOOL A. Characteristics: 6079 ;VAWRCHITECT 1. Material: Mineral wool. 2. Type: Pre - formed friction -fit ban. 3. Facings: None. STATE OF WASHINGTON 4. Density: Four (4.0) pounds per cubic foot. 5. Thickness: As indicated on the Drawings. 6. Classification: Blankets shall meet or exceed the requirements of ASTM C 665 Type I Mineral -Fiber Blanket Thermal Insulation for Light Frame Construction and Manufactured Housing. 7. Flame Spread Index: Zero (0) when tested in accordance with ASTM E 84. 8. Smoke Developed Index: Zero (0) when tested in accordance with ASTM E 84. 9. Combustibility: Non - combustible, when tested in accordance with ASTM E 136. 10. Melting point: Two thousand (2000) degrees F minimum. 11. Formaldehyde Content: Zero (0). B. Acceptable Products: 1. Thermafiber - 'Thermafiber SAFB', 4.0 pcf. 2. Or Approved Equal. 2.07 BATT INSULATION TYPE 1113- LOW - DENSITY MINERAL WOOL A. Characteristics: 1. Material: Mineral wool. 2. Type: Pre - formed friction -fit batt . 3. Facings: None. 4. Density: Four (2.5) pounds per cubic foot. 5. Thickness: As indicated on the Drawings. 6. Classification: Blankets shall meet or exceed the requirements of ASTM C 665 Type I Mineral -Fiber Blanket Thermal Insulation for Light Frame Construction and Manufactured Housing. C00405C09 §07 2100 - 7/10 BLRTS - rev. 12/07/2009 THERMAL INSULATION 7. Flame Spread Index: Zero (5) or less when tested in accordance with ASTM E 84. 8. Smoke Developed Index: Zero (0) when tested in accordance with ASTM E 84. 9. Combustibility: Non - combustible, when tested in accordance with ASTM E 136. 10. Melting point: Two thousand (2000) degrees F minimum. 11. Formaldehyde Content: Zero (0). �:` •.;r ":Acceptable Products: 1. Industrial Insulation Group — 'MinWool Sound Attenuation Fire Batts'. 2. Thermafiber — 'Thermafiber SAFB', 2.5 pcf. 3. Or Approved Equal. 2.08 INSULATION ACCESSORIES A. Accessories for Rigid Insulation Types 1 and 2: 1. Adhesive: a. Gun - grade, mastic type. b. Compatible with rigid insulation board and the substrate in accordance with the Manufacturer's Instructions. 1) Provide surface conditioner on concrete substrates where required by the adhesive Manufacturer. B. Accessories for Rigid Insulation Type 3: 1. Spindle (Impale) Insulation Anchors: a. Characteristics: 1) Galvanized low carbon steel spindle with a minimum 2 inch by 2 inch perforated, 12 gauge base for adhesive application. 2) Dome cap safety washer: 7/8" in diameter, 12 gauge, galvanized, mild steel washers which completely cover the tip of the spindle after installation. 3) Adhesive: Gun -grade thermoplastic rubber adhesive specifically formulated for adhering spindle anchors to metal, concrete and masonry surfaces. b. Acceptable Products: 1) S.F. Products —'AW Insulation Anchors'. 2) S.F. Products —'AW Dome or Safety Washers'. 3) Midwest Fasteners —'IHA -177 Anchor Adhesive'. 4) Or Approved Equal. 2. Joint Sealing Tape: a. Type: Pressure - sensitive, to match facing. C00405C09 §07 2100 - 8/10 BLRTS - rev. 12/07/2009 THERMAL INSULATION b. Width: Five (5) inches. c. Location: Insulation Joints. C. Accessories for Batt Insulation Types 1A and 1 B: 1. Wire Mesh: a. Galvanized steel, hexagonal wire mesh, three - quarter (3/4) inch openings. PART 3 — EXECUTION 3.01 EXAMINATION A. Verify conditions are satisfactory to receive work of this Section. B. Do not commence work until unsatisfactory conditions have been corrected. C. Beginning work constitutes acceptance of conditions. 3.02 PREPARATION A. Protect Work of other Sections in accordance with the Manufacturer's Instructions. B. Field Measurements: Verify on job before fabricating panels. C. Before installation of rigid foam in wall assemblies, ensure that fire blocking has been installed in accordance with applicable codes and the provisions of Section 07 0550 — Wall Assemblies. 3.03 INSTALLATION A. Rigid Insulation Type 1: 1. Install in wall Assemblies as indicated on the Drawings. B. Under -Slab Installation of Rigid Insulation'Type 2: 1. Coordinate installation of rigid board insulation with the placement fill indicated on the Drawings. 2. Cut and fit rigid insulation board tightly to protrusions, interruptions in plane, and perimeter edges. 3. Install in running bond pattern. 4. Butt edges and ends tightly to adjacent boards and to protrusions. C. Rigid Insulation Type 3: 1. Cut and fit insulation to fit tightly to penetrations, corners, and perimeter edges. 2. Secure insulation anchors to substrate at a rate of not less than twelve (12) inches on center and not less than two (2) fasteners per item. 3. Locate insulation anchors not less than three (3) inches from rigid insulation corner or edge. 4. Seal insulation joints with joint sealing tape to match insulation facing. D. Batt Insulation: C00405C09 §07 2100 - 9/10 BLRTS - rev. 12/07/2009 THERMAL INSULATION 1. Install in locations indicated on Drawings. 2. Install in wall spaces without gaps or voids. Do not compress insulation. 3. Where insulation batts are left exposed to a cavity in the completed wall Assembly, retain the batts in place with wire mesh secured to framing members. 3.04 DEMONSTRATION A. Before covering, demonstrate to the Project Representative that the thermal insulation products specified in this Section have been installed in accordance with the Manufacturer's Instructions and the requirements of this Section: 1. Demonstrate that the insulation has been tightly fitted to the surrounding framing, without gaps or other deficiencies that affect the thermal performance of the insulation. 2. Demonstrate that batt insulation has been installed without compression that would affect the thermal performance of the insulation. 3. Provide not less than five (5) working days notice to the Project Representative that insulation is ready for inspection. 3.05 PROTECTION A. Protect Work of this Section from damage and deterioration until completion and acceptance by Owner: 1. Protect thermal insulation from the damaging effects of weather, moisture or damage from construction activities or traffic. a. Remove and replace batt or fiberglass board insulation that has been exposed to moisture. 2. Cover and protect foam insulation from deterioration or exposure to ignition sources as soon as possible after installation. END OF SECTION 07 2100 C00405C09 §07 2100— 1 0/1 0 BLRTS - rev. 12/07/2009 THERMAL INSULATION THERMAXTM HEAVY DUTY INSULATION 1. PRODUCT NAME THERMAXTm Heavy Duty Insulation 2. MANUFACTURER The Dow Chemical Company Dow Building Solutions 200 Larkin Midland, MI 48674 1- 866 - 583 -BLUE (2583) Fax 1- 989 - 832 -1465 www.dowbuildingsolutions.com 3. PRODUCT DESCRIPTION THERMAXTm Heavy Duty insulation consists of a glass- fiber - reinforced polyisocyanurate foam core faced with nominal 4 mil embossed white acrylic- coated aluminum on one side and 1.25 mil embossed aluminum on the other. It can be installed exposed to the interior without a thermal barrier. THERMAXTm Heavy Duty offers high, long -term R- value`. The facers help prevent water and water vapor intrusion into the insulation foam, and allow the foam to stabilize at a higher R- value. Used in conjunction with the appropriate joint closure system for the application, THERMAXTm Heavy Duty with its low perm rating helps to reduce moisture condensation within and behind the insulation. BASIC USE THERMAXT11 Heavy Duty is designed as an insulation and interior finish system for walls and ceilings in metal, wood post frame, and concrete or masonry buildings, as governed by building codes. The tough 4 mil white embossed aluminum surface of THERMAX -0 Heavy Duty makes it a durable insulation /finish choice for use in moderate - impact areas, and it can be pressure - washed up to 2,000 psi with a 15- degree or greater spray tip (at 3' minimum distance). 4. TECHNICAL DATA APPLICABLE STANDARDS THERMAXTm Heavy Duty meets ASTM C1289 — Standard Specification for Faced Rigid Cellular Polyisocyanurate Thermal Insulation Board, Type I, Class 2. Applicable standards include: • C203 — Standard Test Methods for Breaking Load and Flexural Properties of Block -Type Thermal Insulation • C209 — Standard Test Methods for Cellulosic Fiber Insulating Board • C518 — Standard Test Method for Steady -State Thermal Transmission Properties by Means of the Heat Flow Meter Apparatus • D1621 — Standard Test Method for Compressive Properties of Rigid Cellular Plastics • D2126 — Standard Test Method for Response of Rigid Cellular Plastics to Thermal and Humid Aging • E96 — Standard Test Method for Water Vapor Transmission of Materials • D1623 — Standard Test Method for Tensile and Tensile Adhesion Properties of Rigid Cellular Plastics PHYSICAL/CHEMICAL PROPERTIES THERMAXTm Heavy Duty exhibits the properties and characteristics indicated in Table 2 when tested as represented. ENVIRONMENTAL DATA THERMAXTm Heavy Duty is manufactured with hydrocarbon blowing agents, which have no ozone depletion potential. FIRE PROTECTION THERMAXTM products should be used only in strict accordance with product application instructions. THERMAXTM products, when used in a building containing combustible materials, may contribute to the spread of fire. For more information, consult MSDS and /or call Dow at 1- 866 - 583 -BLUE (2583). In an emergency, call 1- 989 - 636 -4400. CODE COMPLIANCES THERMAXTm Heavy Duty complies with the following codes: • International Residential Code 2003 (IRC) Section 314 • International Building Code (IBC) Section 2603 • National Evaluation Services (NES) NER -681 • FM 4880 — Wall - Ceiling Construction Metal -Faced — Class 1 Fire Rated to Max. 30' High, 4.25" Thick, 4' Wide, When TABLE 1: SIZES, R- VALUES AND EDGE TREATMENTS FOR THERMAXTm HEAVY DUTY INSULATION NOMINAL BOARD THICKNESS, IN. 13- VALUEf1P BOARD SIZE, FT EDGE TREATMENT .5 3.3 4 x 8, 4 x 10 Square Edge, Shi la .75 5.0 4 x 8, 4 x 10 Square Edge, Shi la 1.0 6.5 4 x 8, 4 x 10 Square Edge, Shi la 1.25 8.1 4 x 8, 4 x 10 Square Edge, Shi la 1.55 10.1 4 x 8, 4 x 10 Square Edge, Shi la 1.75 11.4 4 x 8, 4 x 10 Square Edge, Shi la 2.0 13.0 4 x 8, 4 x 10 Square Edge, Shi la 2.5 115.8 4 x 8,4 x 10 Square Edge, Shi la 3.0 119.0 4 x 8,4 x 10 Square Edge, Shi la (1) Stabilized R- values @ 75 °F mean temperature determined in accordance with ASTM C518. (2) R- values expressed in ft2•h• °F /Btu. @— Trademark of The Dow Chemical Compary ('Dow') or an affiliated company of lbw •R means resistance to heat flow. The higher the R- vakie, the greater the insulating power. R -value determined by ASTM C51 e. Installed as Described in the Current Edition of FMRC Approval Guide • THERMAXTM products are covered under Underwriters Laboratories Inc. (UL) files R5622, R8181 and R2637 • UL 1256 — Fire Test of Roof Deck Constructions, Roof Deck Construction No. 120 and No. 123 • UL 723 (ASTM E84) Surface Burning Characteristics of Building Materials • The following designs are 1, 2, 3 or 4 hour wall rated assemblies as listed in the UL Fire Resistance Directory: U026, U324, U325, U326, U330, U354, U355, U460, U902, U904, U905, U906, U907, V454 • Fire Performance Evaluation of an Exterior Masonry Wall System Incorporating THERMAXTM Insulation Tested in Accordance With NFPA 285, 1998 Edition (UBC 26.9, intermediate scale — multistory testing) • FMVSS No. 302 — Flammability of Interior Materials — Passenger Cars, Multipurpose Passenger Vehicles, Trucks and Buses (Docket No. 3 -3; Notice 4) Contact your Dow sales representative or local authorities for state and local building code requirements and related acceptances. 5. INSTALLATION Boards of THERMAXTM Heavy Duty are lightweight and can be sawed or cut with a knife. They install quickly to walls and ceilings — inside and outside of purlins, trusses or bar joints. Butt joints must be installed over structural members. The surface of the insulation at all joints must be continuously sealed with tape or with one of Dow's joint closure systems. Contact a local Dow representa- tive or access the literature library at www.dowbuildingsolutions.com for more specific instructions. 6. AVAILABILITY THERMAXTM Heavy Duty insulation is manufactured in several locations and is distributed through an extensive network. For more information, call 1- 800 - 232 -2436. TABLE 2: PHYSICAL PROPERTIES OF THERMAXT" HEAVY DUTY INSULATION PROPERTY AND TEST METHOD I VALUE Compressive Strength('), ASTM D1621, psi, min. 25 Flexural Strength, ASTM C203, psi, min. 55 Water Absorption, ASTM C209, % by volume, max. 0.05 Water Vapor Permeance, ASTM E96, perm, max. <0.03 Maximum Use Temperature, of 250 Light Reflectance, Visual Light S ectro hotometer, % 65 (1) Vertical compressive strength is measured at 10 percent deformation or at yield, whichever occurs first. 7. WARRANTY Fifteen -year limited thermal warranty. 8. MAINTENANCE Not applicable. 9. TECHNICAL SERVICES Dow can provide technical information to help address questions when using THERMAXTM Heavy Duty. Technical personnel are available to assist with any insulation project. Call 1- 866 - 583 -BLUE (2583). 10. FILING SYSTEMS • www.dowbuildingsolutions.com • www.sweets.com www.dowbuildingsolutions.com Technical Information IN THE U.S. 1- 866 - 583 -BLUE (2583) THE DOW CHEMICAL COMPANY Sales Information 200 Larkin 1- 800 - 232 -2436 Midland, MI 48674 NOTICE: No freedom from any patent owned by Dow or others Is to be Inferred. Because use conditions and applicable laws may differ from one location to another and may change with dma, Customer is responsible for determining whether products and the Information in this document are appropriate for Customer's use and for ensuring that Customer's workplace and disposal practices are In compliance with applicable laws and other government enactments. Dow assumes no obligation or liability for the Information N this document. NO WARRANTIES ARE GIVEN; ALL IMPLIED WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE ARE EXPRESSLY EXCLUDED. COMBUSTIBLE: THERMAXTM products should be used only In strict accordance with product application instructions. THERMAXTM products, when used In a building containing combustible materials, may contribute to the spread of Ore. For more Information, consult MSDS and/or call Dow at 1- 866 -583 -BLUE (2583). In an emergency, call 1- 989 -636 -4400. WARNING: Rigid foam Insulation does not constitute a working walkable surface or quality as a fall protection product. Building and/or construction practices unrelated to building materials could greatly affect moisture and the potential for mold formation. No material supplier Including Dow can give assurance that mold will not develop In any specific system. Form No. 179-0401 8X- 0309MCK Printed In U.SA 0— Trademark of The Dow Chemical Company or an affiliated company of Dow MCKAY199155 Permit 3 Building Permit —Scale House 4P.. U - City of Tukwila Public Works Permit Package Building Permit — Scale House REEMO�K® FOR QppG°���D MAR 12 1010 MY dTuft NJILDING D�MI.qUnN Section 9 Washington State Non - Residential Energy Code Compliance Forms RECEIVED CITY OF TUKWILA AUG 13 2009 PERMIT CENTER my 'a I --- I L 2006 2006 Washington State Nonresidential Energy Code Compliance Forms State Nonresidential Energy Code Compliance Form Revised July Project Info ProlAddresBow Lake Transfer Station - Tso Building Date 8/4/2009 2 - Fill out this line on PRJ -SUM For BUildi De��tgr�f�l�lcg� ����� MA 3 - Fill out this line on PRJ -SUN Name: 4 - Fill out this line on PRJ -SUN Appl. Name 5 -Fill out this line on PRJ -SUN Appl.Phon(6 - Fill out this line on PRJ -SUM Project Description Canopies and Overhangs ® New Q Addition Q Alteration ®plaJquir Included Indicate controls (Sections 1513) including commissioning r e C ompliance Option 5500.0 • Lighti ng Power Allowance O Sys e f Building Grounds (luminaires > 100 Watts) TYPE 'D' - (1) 32W COMPACT FLUORESCENT ®Efficacy> 60 IumensM/ Q Controlled by motion Sensor Q Exemption (list) Alteration Exceptions (check appropriate box -sec. 1132.3) Q No changes are being made to the lighting Mass than 60% of the fixtures new, installed wattage not increased & space use not Tradable Maximum Allowed Lishtine Wattage Tradable Locations Description Allowed Watts per fe or per If Area (f?), perimeter (If) or # of items %Mowed Watts x fly (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 Scale Facility TYPE 'D' - (1) 32W COMPACT FLUORESCENT 1 35.0 35.0 Total Allowed Waft 74564. 9] Use mfgr listed maximum input wattage. For fixtures with hard -wired ballasts only, Tradable Proposed Lighting Wattage the default table in the NREC Technical Reference Manual may also be used. Location Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Yard Waste Tipping /Recycle TYPE 'A' - (6) F54T5HO 25 351.0 8775.0 Recycling Building TYPE 'B' - (2) F54T5HO 2 121.0 242.0 Scale Facility TYPE 'D' - (1) 32W COMPACT FLUORESCENT 1 35.0 35.0 TSO Builiding TYPE 'SA' - (1) 40OW METAL HALIDE 42 456.0 19152.0 Scale Facility TYPE 'SB' - (1) 40OW METAL HALIDE 12 456.0 5472.0 TSO Builiding TYPE 'SD' - (1) 25OW METAL HALIDE 12 288.0 3456.0 TSO Builiding TYPE 'SE' - (1) 10OW 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 'SHl' - (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 i otai F'roposea vans may not excee0 i Oral AIIOWe0 Watts tor txtenor Non - Tradable Maximum Allowed Lighting Wattage Iota[ Proposed Watts 40911.01 Non - Tradable Locations Description Allowed Watt,' per fe or per If Area ( ), perimeter (If) or # of items Allowed Watts x f1? (or x If) OR ftE D I ION ' 2006 Washington State' Nonresidential Energy Code Compliance Form Non - Tradable Proposed Lighting Wattage Location Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Proposed Watts may not exceed Allowed Watts for Category 2006 Washington State Nonresidential Ener qy Code Compliance Form Lighting, Motor, and Transformer Permit Plans Checklist LTG-CHK 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2017 Project Address Bow Lake Transfer Station - Scale House 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 Requires Location on Plans Building Department Notes LIGHTING CONTROLS Section 1513) Yes 1513.1 Local controVaccess Schedule with type, indicate locations E301 yes 1513.2 Area controls Maximum limit per switch E301 yes 1513.3 Daylight zone control Schedule with type and features, indicate locations E301 yes vertical glazing Indicate vertical glazing on plans E301 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 E301 yes (b) photocell. Indicate location E301 1513.6 Inter. auto shut -off Indicate location yes 1513.6.1 (a) occup. sensors Schedule with type and locations E301 • 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 1 Max. watts Indicate watts for each exit sign 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 • 1511 1 Elec motor efficiency MECH -MOT or Equipment Schedule with hp, rpm, efficiency TRANSFORMERS Section 1540 yes 1540 Transformers Indicate size and efficiency E014 2006 Nonresidential Energy Code Compliance Forms State Nonresidential Energy Code Compliance Form Julv 2007 Project Info Project Address Bow Lake Transfer Station - Scale House 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 ® New Building Q Addition Q Alteration ® Plans Included Indicate controls (Sections 1513) including commissioning requirements on plans. Compliance Option 0 Prescriptive 0 Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Alteration Exceptions (check appropriate box - sec. 1132.3) [3N changes are being made to the lighting 0 Less than 60% of the fixtures new, installed wattage not increased, & space use not changed. Maximum Allowed Lighting Wattage Location (floor /room no.) Occupancy Description Allowed Watts per f? " Area in fe Allowed x Area SCALE HOUSE OFFICE 1.00 1335.0 1335.0 SCMXHOUSE TYPE 'R2' - (2) F17T8 5 34.0 170.0 SCALEHOUSE TYPE 'M' - (2) F32T8 1 59.0 59.0 " From Table 15 -1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts 1335.0 I Proposed Lighting Wattage Location (floor /room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed SCALEHOUSE TYPE 'Rl' - (2) F17TS 4 34.0 136.0 SCMXHOUSE TYPE 'R2' - (2) F17T8 5 34.0 170.0 SCALEHOUSE TYPE 'M' - (2) F32T8 1 59.0 59.0 SCALEHOUSE TYPE 'V' - (1) F32T8 6 31.0 186.0 SCALEHOUSE TYPE 'Y' - (1) F32T8 3 31.0 93.0 I otal Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watt s 644.0 I 2006 Washington State Nonresidential State Nonresidential Energy Code Compliance Code Compliance Form Revised July 2007 protect Info Project Address Bow Lake Recycling 4 Transfer Station Scale Iacil' tote 8/11/2009- snergy code Compliance - Fine 7/24/2009 For Building Department Use 20.01 Applicant Name: Tom Creagan Applicant Address: 201 S. Jackson St., Suite 701, Seattle, WA 98104 Applicant Phone: (206) 263 -6476 Project Description New Building ❑ Addition ❑ Alteration ❑ Change of Use ❑ Prescriptive 0 Component Performance ❑ Seattle EnvStd Compliance Option (See Decision Flowchart (over) for qualifications) ❑ systems Analysis Space Heat Type O Electric resistance OO All other (see over for definitions) Roofs Over Attic Glazing Area Calculation Total Glazing Area Electrons version: these values are automatically taken from ENV -UA -1. (rough wing) Gross Exterior 20.01 Note: Below grade walls may be included in the (vertical 8 overhd) divided by Wall Area times 100 equals % Glazing Below Grade Walls Gross Exterior Wall Area if they are insulated to the level required for opaque walls. 183.6 — 2744.5 X 100 = 6.7% na ConcreteNasonry Option Check here if using this option and if project meets all requirements for the ConcreleMt isonry O y Option. See Decision Flowchart (over) for qualifications. Enter requirements for each qualifying Q no assembly below. Radiant Floors O Check here if using semi - heated path and if project meets all requirements for semi- heated spaces Sean- Heated Path as defined in section 1310. Requires other fuel heating and qualifying thermostat. Only wall Ono insulation requirement is reduced (2006 change). Only available in prescriptive path. Envelope Requirements (enter values as applicable) Minimum Insulation R- values Roofs Over Attic All Other Roofs 20.01 Opaque Walls' See ENV -UA -1 Below Grade Walls See ENV -UA -1 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) VerticallOverhead Glazing 0.380 1. Assemblies with metal framing must comply with overall U- factors Notes: Opaque Concrete/Masonry Wall Requirements Wall 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 BtuM2 -'F below (other walls must meet Opaque Wall requirements). Use descriptions and values from Table 10-9 in the Code. Wall Description 11.11-factor (including insulation R -value & position) 2006 Washington State Nonresidential Energy Code Compliance Form MW Washington Decision Flowchart Use this flowchart to determine if project qualifies for the optional Prescriptive Option. for Prescriptive Option If not, either the Component Performance or Systems Analysis Options must be used. 1302 Space Heat Type: For the purpose of determining building envelope Electric Resistance: Space heating systems which use electric resistance regWrements. the fallowing two categories comprise all space heating types: START elements as the primary heating system including baseboard. radiant and Other NI other space heating systems including gas, solid fuel, oil, and forced air units where the total electric resistance heat capacity exceeds 1.0 propane space heating systems and those systems listed in the exception to WAN of the gross conditioned floor area. Exceptlon: Heat pumps and terminal electric resistance. (continued at right) electric resistance heating in variable air volume distribution systems. Electric Resistance Y es Heat? All Insulation Installed? All Insulation Installed? Below Grd Wall (ext) R -10 Wood Metal Below Grd W'al (oth) R -19 Below Grd Wall (ext) R -10 R -10 Roof Over Attic R -30 Below Grd Wall (o(h) R -19 U-0.062 AN Other Roof R -21 Roof Over Atlic R -38 U-0.031 Raised Floor R -19 AN Other Roof R -30 U -0.034 Slab -On -Grade R -10 Raised Floor R-W U-0.029 Radiant Floor R -10 Slab-On -Grade R -10 R -10 Opaque Door U -0.60 Radiant Floor R -10 R -10 Opaque Door U -0.60 U-0 60 Y Ye No ass Wag Above Grade G Wall R1 Mass Wall Criteria OK? N Wall R19 wood, or Criteria OK? No () 0.062 met (below) Yes Yes Yes Yes AG Mass Wag Insulation Req. AG Mass Wag Insulation Req. Mass mil U0.15/R5.7ci Mass Wag U0.15A25.7ci CMU Block Ins. Cores Yes CMU Block Ins. Cores Wood Frame R19 Wood Frame R19 Metal Framed R19 a F Metal Framed 00.062 No Glazing Criteria Met? Glazing Criteria Mel? No Glazing Vert OH Glazing Vert OH Area % UVal Wal SHGC Area % UVal UVal SHGC 0-00% 0.55 0.70 0.45 0-30% 0.40 0.60 0.40 30-45% 0.45 0.60 0.40 >30 Not Alkrived >45% Not Allowed No Yom► Prescriptive ♦e s No Path Allowed Component Performance, Systems Analysis, or EnvStd Required '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 (ranted walls, assume HC =1.0 unless calculations are provided; for all other walls, use Section 1009. ' LNS ENGINEERS INC. LNS CONSULTING ENGINEERS 7713 PIONEER WAY • SUITE C • I;IG IIARR(OR,. WA 98335 253.851.5175 FAX:253.851.7366 LNSCLNSENCINEERS.COM �� 1y •�� i rra �i �i •�i w v� CW . • coNCvm ON MTL OECK WWI O. ... M r• � PROJECT: PN: V� LAotfe 0715r.- DATE 1 g'- -Ilp WA FLO' 51 FOOTING WALL SECTION ' SECAM 0USE A301 SCALE: 3/4" PROJECT: PN: V� LAotfe 0715r.- DATE 1 g'- -Ilp 2006 Washington State Nonresidential Energy Code Compliance Form 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Address Bow Lake Recycling E Transfer Station Scale Facility Date 8/11/2009 Space Heat Type O Electric resistance Q All other For Building Department Use Glazing Area as % gross exterior wall area 6.7% Prop. 45.0% Max.Target ConcretOMasonq Option O Yes @ No Notes: If glazing area exceeds maximum allowed in Table, then calculate adjusted areas on back (over). Building Component Proposed UA Target UA List components by assembly ID & page # U- factor x Area A = UA U x A U- factor x Area A = UA U x A U= Plan ID Fixed window 1 0.290 122.0 35.4 0.550 183.6 101.0 11=10.0 Plan ID Wall Type 1 0.082 524.0 43.0 0.109 2439.5 265.9 U= Plan ID slider window 0.750 40.0 30.0. Resist; "lD cr U= Plan ID Door Glazing 0.750 21.6 16.2 (�: " , 040 t#,� m 3 U= Plan ID: 0.095 794.5 75.5 s30:4596 aft $101ex9t)oi+gt 4L e. Heatin/ > c9 U= Plan ID: Fraik*- Wd...: fttl :110th" o U= Plan ID: !=i>�riri# -Mtl QAM: 0 9t3S U= Plan ID: S$ waN ::.. "Note: sum of Target Areas here should equal U= Plan ID: 0.700 Plan ID: rn a U= Plan ID: R= Plan ID: Gkl�ft 46 E1e060 .Resist. OuNwRiliMin Cilibel iiEBt m c7 U= Plan ID: In( ins °: t3- O.A. 47 . "• > ": 0 O U= Plan ID: ••• k 8ft note abpve " 0� v m 0.056 U= Plan ID: O R= Plan ID frame o o U= Plan ID: R= Plan ID: c U= Plan ID: Plan ID: "7 O U= Plan ID: 0.640 131.0 83.8 0.700 131.0 70. R= Plan ID Insulated Metal 0.600 121.4 72.8 0.600 121.4 72.8 Sr 8 JU= U= Plan ID: FE3 Full O O U= Plan ID: R= Plan ID: 0.036 'For CMU walls, indicate core insulation material. Totals HI:.518.8 o > R= Plan ID: To comply: 1) Proposed Total UA shall not exceed Target Total UA. O 2) Proposed Total Area shall equal Target Total Area. R= Plan ID: Mt.. R =20.0 Plan IDupper Roof 0.048 539.0 25.9 0.046 539.0 24.8 - 0 0 R= Rigid Plan ID: R= Plan ID: 0,034 > 1!Q!i� : % :<•€ 11=10.0 Plan ID Wall Type 1 0.082 524.0 43.0 0.109 2439.5 265.9 R =10.0 PIan ID Wall Type D 0.610 65.0 39.7 •• H R =21.0 Plan ID wall Type 261 -1 0.090 1056.0 95.0 •• m 3 R =21.0 PIan ID wall Type 261 -2 0.095 794.5 75.5 : 4L e. Heatin/ R= Plan ID: Fraik*- Wd...: fttl :110th" o R= Plan ID: !=i>�riri# -Mtl QAM: 0 9t3S R= Plan ID: S$ waN "Note: sum of Target Areas here should equal Target Opaque Wall Area (see back) + See 6 cdem R= Plan ID: o v R= Plan ID: ERe3ist. Cilibel iiEBt m c7 R= Plan ID: In( ins °: t3- t3tffil Note: if insulated to levels required for opaque walls, list above with opaque walls 07. ••• R- -21.0 Plan ID R -21 Batts in metal 0.110 14.0 1.5 0.056 14.0 0.8 O R= Plan ID frame filet g R= Plan ID: LL R= Plan ID: "7 R =10.0 Plan ID Fully Insulated Sla 0.640 131.0 83.8 0.540 131.0 70. R= Plan ID w/o thermal break fltrc if. s i 6. ado R= Plan ID: FE3 Full R= Plan ID: lgeeT 134* raft# fli 'For CMU walls, indicate core insulation material. Totals HI:.518.8 Totals 3428.5 536.0 To comply: 1) Proposed Total UA shall not exceed Target Total UA. 2) Proposed Total Area shall equal Target Total Area. 2006 Washington State Nonresidential Energy Code Compliance Form 2008 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Glazing Proposed SHGC Target SHGC List components by ID 8 page # SHGC* x Area A = SHGC x A SHGC x Area A = SHGC x A ID:Pixed Window 0.380 143.6 54.6 0.450 183.6 82.6. ID:Slider Window 0.380 40.0 15.2 i3 ID: :Q -3tl96 04' ` 0 ID: ID: ID: 'Note: Manufacturer's SC may be used in lieu of Total 183.6 69.8 Total 183.6 82.6 For compliance: Proposed total SHGC x A shall not exceed Target total SHGC x A ty NOTE: Since 1997 SHGC compliance for vertical and overhead glazing is allowed to be calculated together. :Target • Calculations 1 Vien Ws calcubMim must be wbmided Use M rewlUnp areas in the Target UA vW SMX wkVatlms above. l Nde: Proposed Areas: Numbered values are used in calculations below. oG - overhead gaming VG - vertical glazing Rails over Attics Other Roofs Wags Glazing Area OG= 0C-- VG= 183.6 Opaque Area 539.0 2439-5 G Wal Max Glaring Area Maimiurn Targ Area (Table 13-1) Glaring Area ForTagW 00's. the 2744.5 . _ y = used both hen and 4509 X QQ 1235.0 bete,,,. Target OG Area in Roofs over Attics Target OG Area in Other Rods Max OG Rernainina Tamet VG Area 1235.0 — lesser = 1235.0 _ lesser 1235.0 1235.0 Pr Opaque Area Proposed OG Area Target OG Area Rods Doer Attics + _ �qm Target vakm in shaded bares are used n the applicable Target uA eakweems on the fern. Target VG Ana and ToIM Target OG Ara are also used in the applicable Target SNGc cakWadms above. Proposed Opaque Area Proposed VG Area Target VG Area Target O ue Area Warps 2439.5 + 183.6 _ 183.6 = ;t4U;$ : Target Ares q(, Nate: If there is more than one type of tail, the Target VG Area may be distributed antorig Diem. and separate Target Opaque Areas found. If the Target Areas for Opaque Wallis rood on the frord must equal the total cdcukded here. 2006 Washinaton State Nonresidential Enerav Code Cornaliance Form 'Building Permit 2006 Washington SFats Nonresidential Energy Code Compliance Forms Revised July 2007 Project Address Bow Lake Recycling a Transfer station scale Facility Date 8/11/2009 The follovving information is necessary to check a building permit application for compliance with the building envelope requirements in the Washington State Nonresidential Energy Code. Applicability Code Location Building Department (yes, no, n.a.) Section Component Information Required on Plans Notes GENERAL REQUIREMENTS (Sections 1301 -1314) 1301 Scope Unconditioned spaces identified on plans if allowed Yee 1302 Space beat type: 1011 Other If -Otter, Indicate on plans that electric resistance heat is not allowed n • a • 1310.2 Semi heated spaces Semi - heated spaces identified on plans if allowed 1311 Insulation Yee 1311.1 Insul. installation Indicate densities and clearances Yee 1311.2 Roof /ceiling instil. Indicate R -value on roof sections for attics and other roofs; 1013 Indicate clearances for attic insulation; N/1 Indicate baffles if save vents installed; N/1 Indicate face stapling of faced batts N/1 Yea 1311.3 Wag insulation Indicate R -value on wall sections; 1012 1013 Indicate face stapling of faced balls; N/A Indicate above grade exterior insulation is protected; N/1 Indicate loose -fill core insulation for masonry walls as necess; N/1 Indicate heat rapacity of masonry walls N/1 if masonry option is used F73* 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 Ye■ 1311.5 Slab- o"rade floor Indicate R -value on wall section or foundation detail; Note i Indicate slab insulation extends down vertically 24" from top; Indicate above grade exterior insulation is protected 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 reg7d. by Official Yea 1312 Glazing and doors Provide calculation of glazing area (including both vertical Note 2 vertical and overhead ) as percent of gross wall area Yea 1312.1 1.1-factors Indicate glazing and door U -factors on glazing and door A014 schedule (provide area - weighted calculations as necessary); 1015 Indicate if values are NFRC or default, if values are default 1011 then specify frame type, glazing layers, gapwidth, low-e coatings, gas filli Yee 1312.2 SHGC b SC Indicate glazing solar heat gain coefficient or shading 1011 coefficient on glazing schedule (provide area - weighted calculations as necessary) 1313 Moisture control yes 1313.1 Vapor retarders Indicate vapor retarders on warm side 1012 A013 Yea 1313.2 Roof /ceiling vap.ret. Indicate vapor retarder on roof section; 1013 Indicate va . retard. with sealed seams for non -wood struc. Yet 1313.3 Wall vapor retarder Indicate vapor retarder on wall section 1012 1013 n • a. 1313.4 Floor vapor retarder Indicate vapor retarder on floor section n • a. 1313.5 Crawl space vap. ret. Indicate six mil black polyethylene overlapped 12' on ground 1314 Air leakage Yea 1314.1 Bldg. envel. sealing Indicate sealing, caulking, gasketing, and weatherstripping 1011 Yee 1314.2 Glazing/door sealing Indicate weatherstripping sol l n•a. 1314.3 Assemb. as ducts Indicate sealing, caulking and gasketing n • a • 1314.4 Recessed Lighting Fbdur Indicate IC rating, ASTM E283 certification, and gasketing or caulking to ceiling PRESCRIPTIVEXOMPONENT PERFORMANCE (Sections 1320 -23 or 1330 -34) Y1s Envelope Sum. Form Completed and attached. Attached Provide component performance worksheet if necessary IIt -no- is shown for any question, provide explanation: 16'x8' - 128 sf DOUBLE DOOR - 45 of NET - 83 si 7'2•x6'� - 57 of 1 t— 3'x6.5' 19.5 of 41'5'x6.25' - 259 of 7' j— 3'x6.5' - 19.5 sf ' 38'7x6.25' - 241 sf - 57 sf GROSS ATTIC LEVEL WALLS - 839.5 SF ATTIC DOOR - 45 SF NET ATTIC LEVEL WALLS TYPE 26A - 794.5 SF GROSS ROOF AREA - 539 SF HVAC SYSTEM ATTIC PLAN SCAL.EHOUSE SOUTH SCALE FACILITY SCALE 1/4' = 1' -0' E'm TOTAL GLAZING CALCULATION GROSS WALL AREA - , 2.744.5 SF GROSS (LAZING AREA 183.6 SF % GLAZING - 2.8�� x 1007E - 6.7% N • 3}y,, INS Nw VERIFY SCALE OIUL BAR 1S ONE NCH ON A 7/31/0 L1s1RES 1 -7_10 0 . 1 REV DATE 65Um FOR CITY OF TU WLA PERMS RENSION OFSCRIPnON 5'x4.5' - 22.5 sf - - -- 3'x4.5' - 13.5 sf 10'x4.5' - 45 of DOOR 21 SF ;GL - 7.2 SF) v 1 udt 1, humuiiiinlii= �uuunnulnuimili�iiunuuunnnnnu MEL DOOR GROSS FLOOR LEVEL WALLS - 1 SF 21 SF GROSS DOORS 98 SF FD(ED WINDOWS 146 SF FD(ED DOOR GLAZING - 21.6 SF NET DOORS - 76.4 SF OPERABLE WINDOWS = 40 SF NET FLOOR LEVEL WALL TYPE 26A - 1056 SF HVAC SYSTEM FLOOR PLAN XZ7N SOUTH SCALE FACILITY SCALE: 1/4' = 1'-0' �7 0 ASSEMBLY 16.5 SF DOOR 35 SF King County Department of Natural Resources and Parks Solid Waste Division CRAWL SPACE PERIMETER - 131' BELOW GRADE NET WALL TYPE A - 524 SF BELOW GRADE NET WALL TYPE B - 65 SF HVAC SYSTEM FOUNDATION PLAN SCuENDUSE SOUTH SCALE FACILITY SCALE: 1/4' = 1' -0' LNS L.N8 ENOINEERB, INC. 7713 PIONEER WAY •QUITE C OIO HARBOR, WABHINOTON 98935 PHONE: 758.851 .51 75 Z 0 I'— Z O U LL- I-- O Z LLI a CRAWL SPACE & WALL TYPE A - 2' RIGID ON CONCRETE. H ILL. 0 2 0 2 4 6 8 10 Scale Feet i U IN. LAKE RECYCLING AND TRANSFER STATION °"DJ' NUM00b WE FAC UiIES CONTRACT ODD405COD Q SOUTH SCALE FACILITY ""• 015 w in 1 WAC PLANS soma Kamm ENV302 c rr .•1/4 REVIEWED FOR CODE CWPLIANGE APPROVED MAR 12 2010 City of Tukwila r BUILDING DIVISION ATTACHMENT C Revised Calculations RECEIVED CITY OF TUKVNLA JAN 2 8 COtU PERMIT CENTER An SAIC Company MLA Engineering, pllc Consulting Structural Engineers December 4, 2009 Mr. Karl R. Hufnagel, P.E. R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154 Re: Permit Application No. D09 -164 Bow Lake: Scale Facility — 18800 Orillia Rd S Correction Letter #1 Dear Mr. Hufnagel: We have reviewed the City of Tukwila's Correction Letter #1 written by Permit Technician Jennifer Marshall. Our responses, which are numbered to match the reviewer's structural comments, are as follows: 1. The results of the submitted calculations conform to the 2006 IBC. Attached are calculation pages 2.06, 3.26, 4.02, 4.03 and 5.02 thru 5.20 updated to remove out - of -date code references. 8. Drawing cross - references have been updated. See attached updated drawing S311. Please let us know if you have questions or need additional information. Sincerely, Michael S. te d, P. E., S. E. Principal Enclosure ML: dp 1411 Fourth Ave, Suite 760 Seattle, Washington 98101 CYfY OFT�t1KVIAU+ JAN 2 8 2010 PERMIT CENTER 'Ot; 20751 AL �� ~¢ CORRECTION LTR T :206.264.2727 Fax: 206.264.4835 mleonard@mlaengineering 2.ofp Title : Job # Dsgnr: Date: 12:22PM, 27 JUL 09 Description r7 W_ I�16/10 Scope Rev: 580007 U ser: KW- 0503+92, Ver5.8.0, 15-Jun -2007 Steel Beam Design Page 1 (c)1983 -2007 ENERCALC Enginwinp Software a sscaletadry.9m:BUILDING DESIGN Description main floor interior beams General Information Beam OK Steel Section: HSS10X4X1 14 Fy - - 6.00ksi Static Load Case Governs Stress Using: HSS10X4X1 /4 section, Span = 7.00ft, Fy = 46.0ksl 'Pinned- Pinned Load Duration Factor 1.00 Center Span 7.00 It Bm Wt. Added to Loads Elastic Modulus 29,000.0 ksi Left Cant. 0.00 ft LL & ST Act Together 4.036 k -ft Right Cant 0.00 It fb : Bending Stress 3.251 ksi Lu : Unbraced Length 7.00 ft fb I Fb 0.118 :1 Distributed Loads Length /(DL +LL Defl) 5,111.8 :1 Shear Note! Short Term Loads Are WIND Loads. #1 #2 #3 #4 #5 #6 #7 DL 0.263 tv / Fv k/ft LL 0.375 k/ft ST k/ft Start Location It End Location «- These columns are Dead + Live Load placed as noted ->> It summary I Beam OK Static Load Case Governs Stress Using: HSS10X4X1 /4 section, Span = 7.00ft, Fy = 46.0ksl End Fixity = Pinned - Pinned, Lu = 7.00ft, LDF = 1.000 Actual Allowable Moment 4.036 k -ft 34.270 k -ft Max. Deflection -0.016 in fb : Bending Stress 3.251 ksi 27.600 ksi Length/DL Deft 11,862.6 :1 fb I Fb 0.118 :1 Length /(DL +LL Defl) 5,111.8 :1 Shear 2.306 k 85.744 k fv : Shear Stress 0.495 ksi 18.400 ksi tv / Fv 0.027 :1 Force & Stress Summary «- These columns are Dead + Live Load placed as noted ->> DL LL LL+ST LL LL +ST Maximum Only A Center 0 Center 0- Cents M Cants Max. M + 4.04 k -ft 1.74 4.04 k-ft Max. M - k -ft Max. M @ Left k -ft Max. M @ Right k -ft Shear @ Left 2.31 k 0.99 2.31 k Shear @ Right 2.31 k 0.99 2.31 k Center Defl. -0.016 in -0.007 -0.016 -0.016 0.000 0.000 in Left Cant Defl 0.000 in 0.000 0.000 0.000 0.000 0.000 in Right Cant Defl 0.000 in 0.000 0.000 0.000 0.000 0.000 in ...Query Defl @ O.Oaa ft 0.000 0.000 0.000 0.000 0.000 in Reaction @ Left 2.31 0.99 2.31 2.31 It Reaction @ Rt 2.31 0.99 2.31 2.31 k Fa calc'd per Eq. E2 -1, K`Ur < Cc Section Properties HSS10X4X1 14 Depth 10.000 in Weight 20.96 #/ft Web Thick 0.233 in Ixx 74.700 in4 Width 4.000 in lyy 17.700 in4 Flange Thick 0.233 in Sxx 14.900 in3 Area 6.17 in2 Syy 8.870 in3 Rt 2.000 in R -xx 3.480 In Values for LRFD Design.... R -yy 1.700 in J 47.400 in4 Zx 19.000 in3 Cw 17.10In6 ZY 9.9601n3 , Om Title : Job # Dsgnr: Date: 12:21 PM, 27 JUL 09 Description Scope : UserKW4=492,Ver6.8.0,1SJun -2007 Steel Beam Design Page 1 l (c)1983 -2007 ENERCALC Engineering Software ssc9WfaGry.ecw5UILOING DESIGN Description front window sill /header - lateral; wW= 20 psf General Information Steel Section : HSS6X2X1 /4 4 6. UUKSl Pinned- Pinned Load Duration Factor 1.00 Center Span 14.00 it Elastic Modulus 29,000.0 ksi Left Cant. 0.00 it LL & ST Act Together Right Cant 0.00 ft Lu : Unbraced Length 0.00 ft Distributed Loads Note! Short Tenn Loads Are WIND Loads. #1 #2 #3 #4 #5 #6 #7 DL k/ft LL kJR ST 0.080 ktft Start Location it End Location it Summary I Beam OK Short Term Load Case Governs Stress Using: HSS6X2X1 14 section, Span = 14.00ft, Fy = 46.Oksi End Fixity = Pinned - Pinned, Lu = O.ODft, LDF = 1.000 Actual Allowable Moment 1.960 k -ft 11.056 k -ft Max. Deflection -0.182 In f i : Bending Stress 5.382 ksi 30.360 ksi Length/DL Defl 0.0 :1 fb / Fb 0.177 :1 Length/(DL +LL Dail) 923.0 :1 Shear 0.560 k 51.446 k fv : Shear Stress 0.200 ksi 18.400 ksi tv I Fv 0.011 :1 Force & Stress Summary «_ These columns are Dead + Live Load placed as noted ->> DL LL LL +ST LL LL +ST Maximum Only Center A Center 0 Cents 0 Cents Max. M + 1.96 k -ft 1.96 k -ft Max. M - k -ft Max. M @ Left k -ft Max. M @ Right k -ft Shear @ Left 0.56 k 0.56 k Shear @ Right 0.56 k 0.56 k Center Defl. -0.182 in 0.000 0.000 -0.182 0.000 0.000 in Left Cant Defl 0.000 in 0.000 0.000 0.000 0.000 0.000 in Right Cant Defl 0.000 in 0.000 0.000 0.000 0.000 0.000 in ...Query Defl @ 0.000-ft 0.000 0.000 0.000 0.000 0.000 in Reaction @ Left 0.56 0.56 k Reaction @ Rt 0.56 0.56 k Fa caldd per Eq. E2 -1, K'Ur < Cc Section Properties HSS6X2X1 14 Depth 6.000 in Weight 11.45 #/ft Web Thick 0.233 in Ixx 13.100 in4 Width 2.000 in lyy 2.210 in4 Flange Thick 0.233 in Sxx 4.370 in3 Area 3.37 in2 Syy 2.210 in3 Rt 1.000 in R -xx 1.970 in Values for LRFD Design.... R-YY 0.810 in J 6.550 in4 2:x 5.840 in3 Cw 4.70 in6 ZY 2.610 in3 Title : Job # +.O 3 Dsgnr: Date: 12:21 PM, 27 JUL 09 Description 121'` �� i ► f 'ko Scope: User: KW- =3492, Ver5.8.0. 15- Jun -2007 Steel Beam Design Page 1 (c)1983 -2007 ENERCALC Engineering Software asralefaclty.ecweUILDING DESIGN Description front window sill /header - gravity; D =60 plf + self -wt General information """" " °'r C, I Steel Section: HSS6X3X114 00 Using: HSS6X3X1 /4 section, Span = 14.00ft, Fy = 46.Oksi Pinned - Pinned Load Duration Factor 1.00 Center Span 14.00 ft Bm Wt. Added to Loads Elastic Modulus 29,000.0 ksi Left Cant. 0.00 ft LL & ST Act Together Right Cant 0.00 ft 1.790 k -ft 9.614 k -ft Lu : Unbraced Length 0.00 ft Minor Axis Bending I 5.651 ksi Distributed Loads Length /DL Defl 439.9 :1 Note! Short Term Loads Are WIND Loads. #1 #2 #3 #4 #5 #6 #7 DL 0.060 k/ft LL Shear 0.511 k kfft ST fv : Shear Stress k/ft Start Location ft End Location ft """" " °'r Beam OK Static Load Case Governs Stress Using: HSS6X3X1 /4 section, Span = 14.00ft, Fy = 46.Oksi End Fixity = Pinned- Pinned, Lu = 0.00ft, LDF = 1.000 - Actual Allowable Moment 1.790 k -ft 9.614 k -ft Max. Deflection -0.382 in fb : Bending Stress 5.651 ksi 30.360 ksi Length /DL Defl 439.9 :1 fb / Fb 0.186 :1 Length/(DL +LL Defl) 439.9 :1 Shear 0.511 k 12.862 k fv : Shear Stress 0.366 ksi 18.400 ksi fv / Fv 0.020 : 1 Force & Stress Summary <- These columns are Dead + Live Load placed as noted -->> DL LL LL +ST LL LL +ST Maximum Only 0 Center 0 Center to Cants 0 Cents Max. M + 1.79 k -ft 1.79 k -ft Max. M - k -ft Max. M (d1 Left k -ft Max. M @ Right k -ft Shear @ Left 0.51 k 0.51 k Shear @ Right 0.51 k 0.51 k Center Defl. -0.382 in -0.382 0.000 -0.382 0.000 0.000 in Left Cant Defl 0.0001n 0.000 0.000 0.000 0.000 0.000 in Right Cant Defl 0.000 in 0.000 0.000 0.000 0.000 0.000 in ...Query Defl @ 0.000 It 0.000 0.000 0.000 0.000 0.000 in Reaction @ Left 0.51 0.51 0.51 k Reaction @ Rt 0.51 0.51 0.51 k Fa caldd per Eq. E2 -1, K'Ur < Cc Section Properties HSS6X3X1 14 Depth 6.000 in Weight 13.04 #/ft Web Thick 0.233 in Ixx 17.000 in4 Width 3.000 In lyy 5,700 in4 Flange Thick 0.233 in Sxx 5.660 in3 Area 3.84 in2 Syy 3.800 Ina Rt 1.500 in R -xx 2.100 in Values for LRFD Design.... R-YY 1.220 in J 14.200 in4 2JC 7.190 in3 Cw 7.39 in6 ZY 4.410 in3 Title : Job # p Dsgnr: Date: 3:45PM, 31 JUL 09 Description : i2AV I 1 1 ul vers.a.o.15- Jun.zo07 Restrained Retaining Wall esi n age 1 CALC Engineering Software sscalefacttv.emw:SITE DESIGN Description typ 8" pit wall - static load Criteria P = 0 psf OK Soil Data = 4,000 psf rFooting Strengths & Dimensions Retained Height = 6.17 it Allow Soil Bearing = 4,000.0 psf fc = 4,000 psi Fy = 60,000 psi Wall height above soil = - 0.60 it Equivalent Fluid Pressure Method Min. As % = 0.0014 Total Wall Height = 6.77 It Heel Active Pressure = 35.0 Toe Width = 0.29 ft Sliding Stability Ratio = 6.47 OK Toe Active Pressure = 0.0 Heel Width = 0.96 Top Support Height = 3.75 ft Passive Pressure = 350.0 Total Footing Width = 1.25 Slope Behind Wall ° 0.00:1 FootingllSoil Friction = 0.420 Footing Thickness = 10.00 in Height of Soil over Toe = 45.00 in Soil height to ignore Key Width = 0.00 in Soil Density tY 110.00 of P for passive pressure 0.00 in Key Depth = 0.00 in Key Distance from Toe = 0.00 it Wind on Stem = 0.0 psf Cover @ Top = 2.00 in @ Btm.= 3.00 in Surcharge Loads Uniform Lateral Load Applied to Stem i Adjacent Footing Load Surcharge Over Heel = 250.0 psf Lateral Load = 0.0 #/ft Adjacent Footing Load = 0.0 Ibis >>>Used To Resist Sliding & Overturning ,,,Height to Top 0.00 ft Footing Width = 0.00 ft Surcharge Over Toe = 150.0 psi NOT Used for Sliding & Overturning ...Height to Bottom = 0.00 ft Eccentricity = 0.00 in Wall to Ftg CL Dist = 0.00 ft Axial Load Applied to Stem Footing Type Line Axial Dead Load = 0.0 Ibs Base Above/Below Soil at Back of Wall = 0.0 it Axial Live Load = 0.0 Ibs Axial Load Eccentricity = 0.0 in Design Summary Concrete Stem Construction Total Bearing Load = 1,196 Ibs Thickness = 8.00 in Fy = 60,000psi ...resultant ecc. = 3.58 in Wall Weight = 96.7 pcf fc = 4,000 psi Soil Pressure @ Toe = 2 443 of OK Stem is FREE to rotate at top of footing Soil Pressure @ Heel P = 0 psf OK Allowable = 4,000 psf Soil Pressure Less Than Allowable ACI Factored @ Toe = 3,420 psf ACI Factored @ Heel = 0 psf Footing Shear @ Toe = 0.0 psi OK Footing Shear @ Heel = 5.0 psi OK Allowable = 107.5 psi Reaction at Top - 767.9 Ibs Reaction at Bottom = 646.2 Ibs Sliding Stability Ratio = 6.47 OK Sliding Calcs Force = 646.2 Ibs Lateral Sliding _ less 100% Passive Force-- - 3;676.2 Ibs less 100% Friction Force= - 502.4 Ibs Added Force Req'd = 0.0 Ibs OK ....for 1.5: 1 Stability = 0.0 Ibs OK Footing Design Results oe Heel Factored Pressure - 3,420 0 psf Mu': Upward = 131 0 ft-# Mu': Downward 41 63 ft-# Mu: Design = 90 63 ft-# Actual 1 -Way Shear = 0.00 5.02 psi Allow 1 -Way Shear = 107.52 107.52 psi @ Top Support Mmax Between Top & Base Stem OK 1.43 ft # 4 18.00 in Center 4.00 in @ Base of Wall Stem OK 0.00 ft # 4 16.00 in Center 4.00 in 0.196 Stem OK Design height = 3.75 ft Rebar Size = # -4 Reber Spacing = 18.00 In Rebar Placed at = Center Rebar Depth 'd' = 4.00 in Design Data fb /FB + fa/Fa = 0.228 Mu .... Actual = 534.5 ft-# Mn' Phi..... Allowable = 2,341.011-# Shear Force @ this height = 805.1 Ibs Shear .... Actual = 16.77 psi Shear.... Allowable = 107.52 psi Rebar Lap Required = 14.80 In Rebar embedment into footing = Other Acceptable Sizes & Spacings: Toe: None Spec'd -or- Heel: None Spec'd -or- Key: -or- Mmax Between Top & Base Stem OK 1.43 ft # 4 18.00 in Center 4.00 in @ Base of Wall Stem OK 0.00 ft # 4 16.00 in Center 4.00 in 0.196 0.000 458.6 ft-# 0.0 fta# 2,341.011 -# 2,625.3 ft-# 659.5lbs 13.74 psi 107.52 psi 14.80 in 6.00 in } Title : Job # ? Dsgnr: Date: 3:45PM, 31 JUL 09 Description : ' 1�• � 11 bkuq ver5.a.o,15- Jun -2007 Restrained n Retaininn Wall Desig aseatelaaty.ecrSVageSI2 CALC Engineering Software g g Description typ 8" pit wall - static load rSummary of Forces on Footing: Slab is NOT resisting sliding, stem is PINNED at footing Forces acting on footing for overturning, sliding, & soil pressure Lateral Distance Moment Vertical Lateral Distance Moment Overturning Moments... Ibs ft ft-# Resisting Moments... Ibs Ib_ s ft ft-# Stem Shear @ Top of Footing = -387.9 0.83 323.3 _ Heel Active Pressure __ -258.3 0.41 -105.9 Surcharge Over Heel 72.9 1.10 80.5 Sliding Force 646.2 Axial Dead Load on Stem = Overturning Moment = -429.2 Soil Over Toe = 120.3 0.15 17.5 Footing Stability Ratio 1.91 Surcharge Over Toe = Stem Weight - 654.0 0.63 408.8 Net Moment Used For Soil Pressure Calculations 357.1 ft-# Soil Over Heel = 197.8 1.10 218.4 Footing Weight = 151.0 0.63 94.4 Total Vertical Force = 1,196.1 Ibs Resisting Moment = 819.7 Title : Dsgnr: Description Restrained Retaining V�1 all Job# �p4 Date: 3:45PM, 31 JUL 09 - R,6 d I I j(of j --� "-`- �- age 1 ssaletaclty.mv.SITE DESIGN Description typ 8" p pit wall - incl. seismic load Criteria ^� S Soil Data � �Footing Strengths & Dimensions Retained Height = 6 6.17 ft A Allow Soil Bearing = = 5,333.0 psf r rc = 4,000 psi F Fy = 60,000 psi Wall height above soil = 0 0.60 it E Equivalent Fluid Pressure Method M Min. As % = = 0.0014 Total Wall Height = 6 6.77 ft H Heel Active Pressure 3 35.0 T Toe Width = = 0.29 ft Toe Active Pressure = = 0.0 H Heel Width = = 0.96 Top Support Height = 3 3.75 ft P Passive Pressure = = 315.0 T Total Footing Width Slope Behind Wall 0 0.00:1 F FootingllSoil Friction = = 0.420 F Footing Thickness 1 = Height of Soil over Toe = 4 45.00 In S Soil height to ignore K Key Width = = 0,00 in Soil Density = 1 110.00 pcf f for passive pressure = = 0.00 in K Key Depth = = 0,00 in Key Distance from Toe = 0.00 ft op = 2.00 in @ Bum.- 3.00 In Surcharge Loads Uniform Lateral Load Applied to Stem Adjacent Footing Load Surcharge Over Heel = 0.0 psf Lateral Load = 319.0 #/ft Adjacent Footing Load = 0.0 Ibs >>>Used To Resist Sliding & Overturning ...Height to Top 2.67 It Footing Width = 0.00 ft Surcharge Over Toe = 0.0 psf ...Height to Bottom = 2.67 ft Eccentricity = 0.00 in NOT Used for Sliding & Overturning Wall to Ftg CL Dist = 0.00 ft Axial Load Applied to Stem Footing Type Line Axial Dead Load = 0.0 Ibs Base Above/Below Soil = 0.0 ft Axial Live Load = 0.0 Ibs at Balk of Wall Axial Load Eccentricity = 0.0 in Design Summary Concrete Stem Construction Total Bearing Load = 1,123 Ibs Thickness = 8.00 in Fy = 60,000 psi ...resultant ecc. = 3.12 in Wall Weight = 96.7 pcf rc = 4,000 psi Soil Pressure @ Toe = 2,050 psf OK Stem is FREE to rotate at top of footing Soil Pressure @ Heel = 0 psf OK Allowable = 5,333 psf Mmax Between Soil Pressure Less Than Allowable @ Top Support Top & Base @ Base of Wall ACI Factored @ Toe = 2,870 psf Stem OK Stem OK Stem OK ACI Factored @ Heel = 0 psf Design height = 3.75 it 1.60 It 0.00 ft Footing Shear @ Toe = 6.5 psi OK Reber Size = # 4 # 4 # 4 Footing Shear @ Heel = 3.6 psi OK Rebar Spacing = 18.00 in 18.00 in 16.00 in Allowable = 107.5 psi Rebar Placed at = Center Center Center Reaction at Top = 364.7 Ibs Rebar Depth 'd' = 4.00 in 4.00 in 4.00 in Reaction at Bottom = 492,7 Ibs Design Data Sliding Stability Ratio = 7.67 OK fb /FB + fa /Fa = 0.060 0.166 0.000 Sliding Calks Mu ... Actual = 139.8 ft-# 388.9 ft-# 0.0ft -# Lateral Sliding Force = 492.7 Ibs Mn • Phi.... Allowable = 2,341.0 ft-# 2,341.0 ft-# 2,625.3 ft-# less 100% Passive Force= - 3'308.6 lbs less 100% Friction Force= - 471.8 Ibs Shear Force @ this height = 446.3 Ibs 511.1 Ibs Added Force Req'd 0.0 Ibs OK Shear..... Actual = 9.30 psi 10.65 psi ....for 1.5 : 1 Stability = 0.0 Ibs OK Shear..... Allowable = 107.52 psi 107.52 psi [-sigFootin n Results Rebar Lap Required = 14.80 in 14.80 in 1100 eel Rebar embedment into footing - 6.00 in Factored Pressure = 2,870 0 psf Other Acceptable Sizes & Spacings: Mu': Upward = 111 0 ft-# Toe: None Speed -or- Mu': Downward 32 48 ft-# Heel: None Speed -or- Mu: Design = 79 48 ft-# Key: -or- Actual 1 -Way Shear = 6.49 3.64 psi Allow 1 -Way Shear = 107.52 107.52 psi Title : Job # '5105 Dsgnr: Date: 3:45PM, 31 JUL 09 Description Restrained Retaining Wall Description typ 8" pit wall - incl. seismic load Summary of Forces on Footing : Slab is NOT resisting sliding, stem Is PINNED at footing Forces acting on footing for overturning, sliding, & soil pressure Lateral Distance Moment Vertical Lateral Distance Moment Overturning Moments... Ibs ft ft-# Resisting Moments... Ibs Ibs ft ft-# Stem Shear @ Top of Footing = -300.7 0.83 -250.6 Heel Active Pressure = -192.0 0.41 -78.3 Surcharge Over Heel = Sliding Force = 492.7 Axial Dead Load on Stem = Overturning Moment = -328.9 Soil Over Toe = 120.3 0.15 17.5 Footing Stability Ratio 2.25 Surcharge Over Toe = Stem Weight - 654.0 0.63 408.8 Net Moment Used For Soil Pressure Calculations 291.7 ft-0 Soil Over Heel = 197.8 1.10 218.4 Footing Weight = 151.0 0.63 94.4 Total Vertical Force = 1,123.2lbs Resisting Moment = 739.2 ., .. , �W_. 580021 - - - - -- mr. KW-0603492, Ver 5.8.0, 15-Jun -2007 119832007 ENERCALC Engineering Software Title : Dsgnr: Description Cantilevered Retaining Job # Date: 3:45PM, 31 JUL 09 v_�rL►� l) iI /b /old n Page sscalefadW.ecwSITE DESIGN Description typ 8" wall - static load prior to slab -on -grade install (50 psf surcharge behind wall since geotech requires hand - operated compaction within 3 ft) F& terla -- -- ...._- ___..___.j Retained Height = 6.17 ft Wall height above soil = 0.60 ft Slope Behind Wall = 0.00: 1 Height of Soil over Toe = 45.00 in Soil Density = 120.00 pcf Wind on Stem = 0.0 psf Soil Data -� Allow Soil Bearing = 4,000.0 psf Equivalent Fluid Pressure Method Heel Active Pressure = 35.0 Toe Active Pressure = 0.0 Passive Pressure = 350.0 Water height over heel = 0.0 ft FootingliSoil Friction = 0.420 Soil height to ignore Stem OK 0.00 for passive pressure = 0.00 in Footing Strengths 8, Dimensions - fc = 4,000 psi Fy = 60,000 psi Min. As % = 0.0014 Toe Width = 0.50 ft Heel Width = 1.75 Total Footing WKtth psi = Footing Thickness = 10.00 In Key Width = 0.00 in Key Depth - 0.00 in Key Distance from Toe = 0.50 ft Cover @ Top = 3.00 in @ Btm.= 3.00 In Surcharge Loads In= Surcharge Over Heel = 50.0 pst Surcharge Over Toe = 0.0 psf I'm psi = Used To Resist Sliding & Overturning NOT Used for Sliding & Overturning Design Summary = Stem Construction Top Stem Modular Ratio'n' Total Bearing Load = 2,580 Ibs Design height ft= Stem OK 0.00 ...resultant ecc. = 7.52 in Wall Material Above "Ht" = Concrete Soil Pressure @ Toe = 3,450 psf OK Thickness Rebar Size 8.00 # 5 Soil Pressure @ Heel = 0 psf OK - Rebar Spacing - 18.00 Allowable = 4,000 psf Rebar Placed at = Center Soil Pressure Less Than Allowable Design Data - - - ACI Factored @ Toe = 3,777 psf fb /FB + fa/Fa = 0.783 ACI Factored @ Heel = 0 psf Total Force @ Section Ibs = 1,285.5 Footing Shear @ Toe = 0.0 psi OK Moment.... Actual ft -# = 2,801.2 Footing Shear @ Heel = 30.3 psi OK Moment..... Allowable = 3,578.3 Allowable = 107.5 psi Shear..... Actual psi = 26.8 Wall Stability Ratios Overtumin = Shear.....Allowable psi = 107.5 9 1.54 OK Sliding = 4.96 (Vertical Co Sliding Catcs (Vertical Component Used) Lateral Sliding Force = 960.4 Ibs less 100% Passive Force= - 3,676.2 Ibs less 100% Friction Force= - 1,083.5 Ibs Added Force Req'd = 0.0 Ibs OK ....for 1.5: 1 Stability = 0.0 Ibs OK Footing Design Results Toe Heel Factored Pressure = 3,777 0 psf Mu': Upward = 419 0 ftd# Mu': Downward = 101- 1,789 fta# Mu: Design = 319 1,789 fta# Actual 1 -Way Shear = 0.00 30.28 psi Allow 1 -Way Shear = 107.52 107.52 psi Toe Reinforcing = None Speed Heel Reinforcing = # 4 @ 18.00 in Key Reinforcing = None Spec'd Bar Develop ABOVE Ht. in = Bar Lap /Hook BELOW Ht. in = Wall Weight = Rebar Depth A' In= Masonry Data I'm psi = Fs psi = Solid Grouting = Special Inspection = Modular Ratio'n' _ Short Term Factor = Equiv. Solid Thick. _ Masonry Block Type = Concrete Data fc psi = Fy psi = Other Acceptable Sizes & Spacings Toe: Heel: Key: 18.50 6.44 96.7 4.00 4,000.0 60,000.0 Title : Job # 5o7 Dsgnr: Date: 3:45PM, 31 JUL 09 Description iser KW-06W492, Ver5.8.0, 15Jun -2007 Cantilevered Retaining ing Wall Design (c)1983 -2007 ENERCALC Erginminp Softwe sscalefadW.ecwSrrE DESIGN Description typ 8" wall - static load prior to slab -on -grade install (50 psf surcharge behind wall since geotech requires hand - operated compaction within 3 ft) Summary of Overturning & Resisting Forces & Moments -� .....OVERTURNING..... .....RESISTING..... Force Distance Moment Force Distance Moment Item Ibs ft ft-# Ibs ft ft-# Heel Active Pressure = 960.4 2.46 2,361.3 Soil Over Heel = 802.1 1.71 1,370.3 Toe Active Pressure - Sloped Soil Over Heel = Surcharge Over Toe = Surcharge Over Heel = 54.2 1.71 92.5 Adjacent Footing Load = Adjacent Footing Load = Added Lateral Load = "Axial Dead Load on Stem= 0.00 Load @ Stem Above Soil = Soil Over Toe = 225.0 0.25 56.3 SeismicLoad = Surcharge Over Toe = Stem Weight(s) = 654.4 0.83 545.4 Total = 960.4 O.T.M. = 2,361.3 Earth @ Stem Transitions= Resisting/Overturning Ratio = 1.54 Footing Weight = 281.2 1.13 316.4 Vertical Loads used for Soil Pressure = 2,579.8 Ibs Key Weight = 0.50 Vert. Component = 562.9 2.25 1,266.5 Vertical component of active pressure used for soil pressure Total = 2,579.8 Ibs R.M.- 3,647.3 Title : Job # SA 23 Dsgnr: Date: 3:45PM, 31 JUL 09 Description Rev: 580027 ^- User. KW-0603692, Ver 5.8.0, 15,iun -2007 Restrained Retaining Wall Design Page 1 (c)1983 -2007 ENERCALC Engineering Software ascelefadty.ecw.SITE DESIGN Description typ 12" pit wall - static load rCri tie rla -� If Data Footing Strengths & Dimensions Retained Height = 6.17 It Allow Soil Bearing = 4,000.0 psf rc = 4,000 psi Fy = 60,000 psi Wall height above soil = 0.60ft Equivalent Fluid Pressure Method Min. As % = 0.0014 Total Wall Height = 6.77 It Heel Active Pressure = 35.0 Toe Width = 0.13 ft Toe Active Pressure = 0.0 Heel Width = 1.13 Top Support Height = 3.75 ft Passive Pressure = 350.0 Total Footing Width 1. 5 Slope Behind Wall = 0.00:1 FootingllSoil Friction = 0.420 Footing Thickness = 10.00 in Height of Soil over Toe = 45.00 in Soil height to ignore Key Width = 0.00 in Soil Density = 110.00 pd for passive pressure = 0.00 in Key Depth = 0.00 in Key Distance from Toe = 0.00 ft Wind on Stem = 0.0 psf Cover @ Top = 2.00 in Btm.= 3.00 in Surcharge Loads Uniform Lateral Load Applied to Stem Adjacent Footing Load Surcharge Over Heel = 250.0 psf Lateral Load = 0.0 #/ft Adjacent Footing Load = 0.0 Ibs >>>Used To Resist Sliding & Overturning .,.Height to Top = 0.00 ft Footing Width = 0.00 ft Surcharge Over Toe = 150.0 psf = ••Height to Bottom 0.00 ft Eccentricity = Y 0.00 in NOT Used for Sliding & Overturning Wall Dist 0. ft Axial Load Applied to Stem Footing Ty g Type e Line Base Above/Below Soil = 0.0 ft Axial Dead Load = 0.0 Ibs at Back of Wall Axial Live Load = 0.0 Ibs Axial Load Eccentricity 0.0 in Design Summary Concrete Stem Construction Total Bearing Load = 1,300 Ibs Thickness = 12.00 in Fy = 60,000psi ...resultant ecc. = 3.63 in Wall Weight = 145.0 pd rc = 4,000 psi Soil Pressure @ Toe = 2,685 psf OK Stem is FREE to rotate at top of footing Soil Pressure @ Heel = 0 psf OK Allowable = 4,000 psf Mmax Between Soil Pressure Less Than Allowable _ @ Top Support Top & Base @ Base of Wall ACI Factored @ Toe = 3,759 psf Stem OK Stem OK Stem OK ACI Factored @ Heel = 0 psf Design height = 3.75 It 1.43 ft 0.00 It Footing Shear @ Toe = 4.1 psi OK Reber Size = # 4 # 4 # 4 Footing Shear @ Heel = 2.2 psi OK Reber Spacing = 18.00 In 18.00 In 16.00 In Allowable - 107.5 psi Rebar Placed at = Edge Edge Center Reaction at Top = 767.9 Ibs Reber Depth 'd' = 10.00 In 10.00 In 6.00 In Reaction at Bottom = 646.2 Ibs Design Data - Sliding Stability Ratio = 6.53 OK fb /FB + fa/Fa = 0.090 0.077 0.000 Sliding Calcs Mu .... Actual = 534.5 ft-# 458.6 ft-# 0.0 ft-# Lateral Sliding Force = 646.2 Ibs less 100% Passive Force= - 3 *676.2 Ibs Mn • Phi..... Allowable = 5,941:0 ft-# 5,941.0 ft-# 3,975.3 ft-# less 100% Friction Force= - 545.9 Ibs Shear Force @ this height = 805.1 Ibs 659.5lbs Added Force Req'd = 0.0 Ibs OK Shear..... Actual = 6.71 psi 9.16 psi ....for 1.5: 1 Stability = 0.0 Ibs OK Shear..... Allowable = 107.52 psi 107.52 psi Footing Design Results Rebar Lap Required = 14.80 in 14.80 in oe eel Reber embedment into footing = 6.00 in Factored Pressure = 3,759 0. psf Other Acceptable Sizes & Spacings: Mu': Upward = 28 0 ft-# Toe: None Spec'd -or- Mu': Downward = 8 12 ft-# Heel: None Spec'd -or- Mu: Design = 21 12 &# Key: -or- Actual 1 -Way Shear = 4.09 2.15 psi Allow 1 -Way Shear = 107.52 107.52 psi Description Title : Dsgnr: Description Q- Ver 5.8.0,15-Jun-2007 Restrained Retaining Wall CALC Engineering Software typ 12" pit wall - static load Job# �•oC) Date: 3:45PM, 31 JUL 09 Summary of Forces on Footing: Slab is NOT resisting sliding, stem is PINNED at footing Forces acting on footing for overturning, sliding, & soil pressure Lateral Distance Moment Vertical Lateral Distance Moment Overturning Moments... Ibs ft ft-# Resisting Moments... Ibs Ibs ft ft-# Stem Shear @ Top of Footing = -387.9 0.83 -323.3 Heel Active Pressure = -258.3 0.41 -105.9 Surcharge Over Heel = 31.3 1.19 37.1 Sliding Force 646.2 Axial Dead Load on Stem = Overturning Moment = 429.2 Soil Over Toe = 51.6 0.06 3.2 Footing Stability Ratio 1.98 Surcharge Over Toe = Stem Weight - 981.1 0.63 613.2 Net Moment Used For Soil Pressure Calculations 392.9 ft-# Soil Over Heel = 84.8 1.19 100.7 Footing Weight = 151.0 0.63 94.4 Total Vertical Force = 1,299.7lbs Resisting Moment = 848.6 • Title : Dsgnr: Description Rev: 580021 .. User: KW-06W492, Ver6.8.0, 15- Jun -2007 Restrained Retaining Wall Design (01SM -2007 ENERCALC Engineering Software Description typ 12" pit wall - incl. seismic load Criteria -� Retained Height = 6.17 ft Wall height above soil = 0.60ft Total Wall Height = `6.77 ft Top Support Height = 3.75 ft Slope Behind Wall = 0.00: 1 Height of Soil over Toe = 45.00 in Soil Density = 110.00 poi - 00 f Soil Data Allow Soil Bearing = 5,333.0 psf Equivalent Fluid Pressure Method Heel Active Pressure = 35.0 Toe Active Pressure = 0.0 Passive Pressure = 315.0 FootingllSoil Friction = 0.420 Soil height to ignore for passive pressure = 0.00 in Job 0 �, La Date: 3:4517M, 31 JUL 09 ✓zey I Via /d� re 1 DESIGN Footing Strengths & Dimensions ^� fc = 4,000 psi Fy = 60,000 psi Min. As % = 0.0014 Toe Width = 0.13 ft Heel Width = 1.13 Total Footing Width - - 1.25 Footing Thickness = 10.00 in Key Width = 0.00 in Key Depth 0.00 in Key Distance from Toe = 0.00 ft Cover @ Top = 2.00 in @ Btm.= 3.00 in Wind on Stem - ps Surcharge, Loads -� Uniform Lateral Load Applied to Stem Adjacent Footing Load Surcharge Over Heel = 0.0 psf Lateral Load = 319.0 #/ft Adjacent Footing Load = 0.0 Ibs -Used To Resist Sliding & Overturning ,..Height to Top = 2.67 ft Footing Width = 0.00 it Surcharge Over Toe = 0.0 psf ,,.Height to Bottom = 2.67 ft Eccentricity . = 0.00 in NOT Used for Sliding & Overturning Wall to Fig CL Dist = 0.00 ft Axial Load Applied to Stem Footing Type Line Base Above/Below Soil = 0.0 ft Axial Dead Load = 0.0 Ibs at Back of Wall Axial Live Load 0.0 Ibs Axial Load Eccentricity = 0.0 in [Design Summary - Concrete Stem Construction Total Bearing Load = 1,268 Ibs Thickness = 12.00 In Fy = 60,000 psi ...resultant ecc. = 2.93 in Wall Weight = 145.0 pd fc = 4,000 psi Soil Pressure @ Toe = 2,223 psf OK Stem is FREE to rotate at top of footing Soil Pressure @ Heel = 0 psf OK Allowable = 5,333 psi Mmax Between Soil Pressure Less Than Allowable @ Top Support Top & Base @ Base of Wall ACI Factored @ Toe = 3,112 psf Stem OK Stem OK Stem OK ACI Factored @ Heel = 0 psf Design height 3.75 it 1.60 ft 0.00 it Footing Shear @ Toe = _ 3.5 psi OK Rebar Size = # 4 # 4 # 4 Footing Shear @ Heel = 1.6 psi OK Reber Spacing = 18.00 in 18.00 in 16.00 In Allowable = 107.5 psi Rebar Placed at = Edge Edge Center Reaction at Top = 364.7 Ibs Reber Depth 'd' = 10.00 in 10.00 in 6.00 in Reaction at Bottom = 492.7 Ibs Design Data Sliding Stability Ratio = 7.80 OK fb /FB + fa /Fe - 0.024 0.065 0.000 Sliding Calks Mu ... Actual = 139.8 ft-# 388.9 ft-# 0.0ft -# Lateral Sliding Force = less 100% Passive Force= - 492.7 Ibs 3308.6 Ibs Mn ' Phi..... Allowable = 5,941.0 ft# 5,941.0 ft-# 3,975.3 ft-i# less 100% Friction Force= - 532.8 Ibs Shear Force @ this height = 446.3 Ibs 511.1 Ibs Added Force Req'd = 0.0 Ibs OK Shear..... Actual = 3.72 psi 7.10psi ....for 1.5: 1 Stability = 0.0 Ibs OK Shear..... Allowable = 107.52 psi 107.52 psi Footing Design Results Rebar Lap Required = 14.80 in 14.80 in oe eel Rebar embedment into footing = 6.00 in Factored Pressure = 372 0 psf Other Acceptable Sizes & Spacings: Mu': Upward = 23 0 ft4 Toe: None Spedd -or- Mu': Downward = 6 9 ft-# Heel: None Spedd -or- Mu: Design = 18 9 ft4 Key: -or- Actual 1 -Way Shear = 3.51 1.56 psi Allow 1 -Way Shear = 107.52 107.52 psi • . Title : Job #5j, i Dsgnr: Date: 3:45PM, 31 JUL 09 Description is Q l ll b d Scope : �r Rev: 580021 User.KW- M492,Ver5.8.0,15 -Jun -2007 Restrained Retaining Wall Desi n Engineering g -- Ego�si� (c)1883 -2007 ENERCALC Software i7 „�i �,ti� Description typ 12" pit wall - incl. seismic load summary of Forces on Footing : Slab Is NOT resisting sliding, stem is PINNED at footing Forces acting on footing for overturning, sliding, & soil pressure Lateral Distance Moment Vertical Lateral Distance Moment Overturning Moments... Ibs ft ft-# Resisting Moments... _ Ibs Ibs it ft-#_ Stem Shear @ Top of Footing = -300.7 0.83 -250.6 Heel Active Pressure = -192.0 0.41 -78.3 Surcharge Over Heel = Sliding Force = 492.7 Axial Dead Load on Stem = Overturning Moment = -328.9 Soil Over Toe = 51.6 0.06 3.2 Footing Stability Ratio 2.47 Surcharge Over Toe = Stem Weight - 981.1 0.63 613.2 Net Moment Used For Soil Pressure Calculations 310.2 ft-# Soil Over Heel = 84.8 1.19 100.7 Footing Weight = 151.0 0.63 94.4 Total Vertical Force = 1,268.5lbs Resisting Moment = 811.5 , Title : Job # '5.17- Dsgnr: Date: 3:45PM, 31 JUL 09 Description : yt@ J 1, Scope.: � � -.•..* Ver 5.8.0, 15-Jun-2007 Cantilevered Retainitl Wa�� e$t n -t 64plefgdtye.SITEDESIGN CALC Engineering Software 9 Description 12" wall - static load prior to slab -on -grade install (50 psf surcharge behind wall since geotech requires hand - operated compaction within 3 ft) Criteria - - -- - - -- -� Retained Height 6.17 It Wall height above soil = 0.60 It Slope Behind Wall = 0.00:1 Height of Soil over Toe = 45.00 In Soil Density = 120.00 pct Wind on Stem = 0.0 psf [-Surcharge Loads -� Des[ gn Summary Total Bearing Load = 2,644 Ibs ...resultant ecc. = 7.28 in Soil Data T Allow Soil Bearing = 4,000.0 psf Equivalent Fluid Pressure Method Heel Active Pressure = 35.0 Toe Active Pressure = 0.0 Passive Pressure = 350.0 Water height over heel = 0.0 ft FootingllSoil Friction = 0.420 Soil height to ignore -- for passive pressure = 0.00 in Surcharge Over Heel = 50.0 psi Used To Resist Sliding & Overturning Stem Construction T Design height ft = Wall Material Above "Ht" _ Thickness = Rebar Size = Rebar Spacing = Reber Placed at = Design Data Allowable -- fb/FB + fa/Fa = Total Force @ Section lbs = Moment.... Actual ft-# Moment..... Allowable = Shear..... Actual psi = Soil Pressure @ Toe = 3,398 psf OK Soil Pressure @ Heel = 0 psf OK Allowable = 4.000 psf Soil Pressure Less Than Allowable ACI Factored @ Toe = 3,745 psf ACI Factored @ Heel = 0 psf Footing Shear @ Toe = 0.0 psi OK Footing Shear @ Heel = 24.7 psi OK Allowable = 107.5 psi Wall Stability Ratios Overturning = 1.58 OK Sliding = 4.98 (Vertical Sliding Calcs (Vertical Component Used) Lateral Sliding Force = 960.4 Ibs less 100% Passive Force= - 3,676.2 Ibs less 100% Friction Force= - 1,110.3 Ibs Added Force Req'd = 0.0 Ibs OK ....for 1.5: 1 Stability = 0.0 Ibs OK Footing Design Results Toe eel Factored Pressure - 3,745 0 psf Mu': Upward = 418 0 ft�t Mu': Downward = '104- 1,078 ft-# Mu: Design = 317 1,078 ft-# Actual 1 -Way Shear = 0:00 24.73 psi Allow 1 -Way Shear = 107.52 107.52 psi Toe Reinforcing = None Spec'd Heel Reinforcing = # 4 @ 18.00 in Key Reinforcing = None Spec'd Shear..... Allowable psi = Co Bar Develop ABOVE Ht. in = Bar Lap/Hook BELOW Ht. in = Wall Weight = Rebar Depth 'd' in= Masonry Data I'm psi = Fs psi = Solid Grouting = Special Inspection = Modular Ratio 'n' _ Short Term Factor = Equiv. Solid Thick. _ Masonry Block Type = Concrete Data fc psi = Fy psi = Other Acceptable Sizes b Spacings Toe: Heel: Key: T4 Stem Stem OK 0.00 Concrete 12.00 # 4 18.00 Edge 0.460 1,285.5 2,801.2 6,091.0 10.5 107.5 14.80 6.00 145.0 10.25 4,000.0 60,000.0 Footing Strengths & Dimensions rc = 4,000 psi Fy = 60,000 psi Min. As % = 0.0014 Toe Width = 0.50 ft Heel Width = 1.75 Total Footing Width = -2:25- Footing Thickness = 10.00 in Key Width = 0.00 in Key Depth = 0.00 in Key Distance from Toe = 0.50 ft Cover @ Top = 3.00 in @ Btm.= 3.00 in Surcharge Over Toe = 0.0 psi NOT Used for Sliding & Overturning Other Acceptable Sizes b Spacings Toe: Heel: Key: T4 Stem Stem OK 0.00 Concrete 12.00 # 4 18.00 Edge 0.460 1,285.5 2,801.2 6,091.0 10.5 107.5 14.80 6.00 145.0 10.25 4,000.0 60,000.0 Footing Strengths & Dimensions rc = 4,000 psi Fy = 60,000 psi Min. As % = 0.0014 Toe Width = 0.50 ft Heel Width = 1.75 Total Footing Width = -2:25- Footing Thickness = 10.00 in Key Width = 0.00 in Key Depth = 0.00 in Key Distance from Toe = 0.50 ft Cover @ Top = 3.00 in @ Btm.= 3.00 in Surcharge Over Toe = 0.0 psi NOT Used for Sliding & Overturning Key Width = 0.00 in Key Depth = 0.00 in Key Distance from Toe = 0.50 ft Cover @ Top = 3.00 in @ Btm.= 3.00 in Surcharge Over Toe = 0.0 psi NOT Used for Sliding & Overturning Description Title : Job #rj, ( 3 Dsgnr: Date: 3:45PM, 31 JUL 09 Description Scope;__, GeV ij1 bl �jh 15-Ja, -2007 Cantilevered Retaining Wall Design inwrft Softwe a,rA�a/arJn 12" wall - static load prior to slab -on -grade install (50 psf surcharge behind wall since geotech requires hand - operated compaction within 3 ft) DESIGN Summary of Overturning & Resisting Forces & Moments .....OVERTURNING..... .....RESISTING..... Force Distance Moment Force Distance Moment Item _ Ibs _ ft_ ft-# Ibs ft _ ft-# Heel Active Pressure = 960.4 2.46 2,361.3 Soil Over Heel = 555.3 1.88 1,041.2 Toe Active Pressure = Sloped Soil Over Heel = Surcharge Over Toe = Surcharge Over Heel = 37.5 1.88 70.3 Adjacent Footing Load = Adjacent Footing Load = Added Lateral Load = Axial Dead Load on Stem = 0.00 Load @ Stem Above Soil = Soil Over Toe = 225.0 0.25 56.3 SeismicLoad = Surcharge Over Toe = Stem Weight(s) = 981.7 1.00 981.7 Total = 960.4 O.T.M. _ 2,361.3 Earth @ Stem Transitions= Resisting /Overturning Ratio = 1.58 Footing Weight = 281.2 1.13 316.4 Vertical Loads used for Soil Pressure = 2,643.6 Ibs Key Weight = 0.50 Vert. Component = 562.9 2.25 1,266.5 Vertical component of active pressure used for soil pressure Total = 2,643.6 Ibs R.M.= 3,732.3 � Rev: 560021 User: KW- 0603492, Ver 5.6.0, 15- Jun -2007 (c)1963 -2007 ENERCALC Engineering Software Title: Job # (�- Dsgnr: Date: 3:45PM, 31 JUL 09 Description : 2 e o 1 t/ V/D-4 .,,Scope: Restrained Retaining Wa Design Description 12" pit wall - guardrail post impact load; stem design only: distribute force over 4' wall length Criteria Soil Data Footing Strengths & Dimensions Retained Height = 6.17 ft Wall height above soil = 0.00 It Total Wall Height = 6.17ft Top Support Height = 4.00 ft Slope Behind Wall = 0.00:1 Height of Soil over Toe = 50.00 in Soil Density = 120.00 pcf Allow Soil Bearing = 4,000.0 psf Equivalent Fluid Pressure Method Heel Active Pressure = 35.0 Toe Active Pressure = 0.0 Passive Pressure = 350.0 FootingllSoil Friction = 0.420 Soil height to ignore for passive pressure = 0.00 in to '-1 DESIGN rc = 4,000 psi Fy = 60,000 psi Min As % = 0 0014 Toe Width = 0.50 ft Heel Width = 1.75 Total Footing Width = 2.25 Footing Thickness = 10.00 in Key Width = 0.00 in Key Depth = 0.00 in Key Distance from Toe = 0.00 ft Wind on Stem = 0.0 psf Cover @Top = 2.00 in @ Btm.= 3.00 In Surcharge Loads Uniform Lateral Load Applied to Stem Adjacent Footing Load -� Surcharge Over Heel = 250.0 psf Lateral Load = 2,500.0 #/ft Adjacent Footing Load = >>>Used To Resist Sliding & Overturning 0.0 Ibs ...Height Surcharge Over Toe = 0.0 psf ..,Height to Top = 6.67 ft to Bottom = 5.67 ft Footing Width = Eccentricity - 0.00 ft 0.00 in NOT Used for Sliding & Overturning Wall _ Dist - ft Axial Load Applied to Stem APP n Tye Footing Type Line Line Axial Dead Load = 0.0 Ibs Base Above /Below Soil = at Back of Wail 0.0 ft Axial Live Load = 0.0 Ibs Axial Load Eccentricity = 0.0 in Design Summary J Concrete Stem Construction Total Bearing Load = 2,158 Ibs Thickness = 12.00 in Fy. = 60,000 psi ...resultant ecc. = 11.98 in Wall Weight = 145.0 pd fc = 4,000 psi Soil Pressure @ Toe = 11,350 psf NG Stem is FIXED to top of footing Soil Pressure @ Heel = 0 psf OK Allowable = 4,000 psf Mmax Between Soil Pressure Exceeds Allowablel @ Top Support Top & Base @ Base of Wall ACI Factored @ Toe = 15,890 psf Stem OK Stem OK Stem OK ACI Factored @ Heel = 0 psf Design height = 4.00 ft 0.00 ft 0.00 ft Footing Shear @ Toe = 33.1 psi OK Rebar Size = # 5 # 5 # 5 Footing Shear @ Heel = 13.6 psi OK Rebar Spacing = 16.00 in 16.00 In 16.00 in Allowable = 107.5 psi Rebar Placed at = Edge Edge Edge Reaction at Top = 5,139.9 Ibs Reber Depth 'd' = 10.00 in 10.00 in 10.00 in Reaction at Bottom = 1,777.7 Ibs Design Data - Sliding Stability Ratio = 2.97 OK fb/FB +fa/Fa 0.935 0.394 0.394 Sliding Calks Lateral Sliding Force = ., 1,777.7 Ibs Mu .... Actual = 9,614.1 ft-# 4,047.5 ft-# 4,047.5 ft-# less 100% Passive Force= - 4*375.0lbs Mn' Phi..... Allowable = 10,283.1 ft-# 10,283.1 ft-# 10,283.1 ft-# less 100° Friction Force= - 906.5 Ibs Shear Force @ this height = 4,079.7 Ibs 2,592.4lbs Added Force Req'd = 0.0 Ibs OK Shear..... Actual = 34.00 psi 21.60 psi ....for 1.5: 1 Stability = 0.0 Ibs OK Shear..... Allowable = 107.52 psi 107.52 psi Footing Design Results Rebar Lap Required = 18.50 in 18.50 in oe eel Rebar embedment into footing = 6.00 in Factored Pressure = 15,890 0 psf Other Acceptable Sizes & Spacings: Mu': Upward = 1,128 0 ft-# Toe: None Spec'd -or- Mu': Downward = 109 439 ft-# Heel: None Spec'd -or- Mu: Design = 1,018 439 ft-# Key: -or- Actual 1 -Way Shear = 33.13 13.63 psi Allow 1 -Way Shear = 107.52 107.52 psi Title: Job # rj. 7r Dsgnr: Date: 3:45PM, 31 JUL 09 Description Rev: KW-06 -----/ � iJ)tMM7E 92,Var5.Engin Mn -2S. Restrained Retaining Wall Design (c)1983 -2007 ENERCALC Engineering Software ascaie(edty. Description 12" pit wall - guardrail post impact load; stem design only: distribute force over 4' wall length Summary of Forces on Footing : Slab is NOT providing sliding, stem is FIXED at footing Forces acting on footing for sliding a soil pressure.... Sliding Forces Load & Moment Summary For Footing: For Soil Pressure Caics Stem Shear @ Top of Footing = - 1,524.9 Ibs Moment aD Top of Footing Applied from Stem = - 2,380.9 ft Heel Active Pressure = -252.8 Sliding Force = 1,777.7 lbs Surcharge Over Heel = 187.5 lbs 1.88ft 351.6ft -# Axial Dead Load on Stem = lbs ft ft-# Net Moment Used For Soil Pressure Calculations Soil Over Toe = 250.0 lbs 0.2511 62.5ft -# 2,154.5 ft-0 Surcharge Over Toe = lbs ft ft-# Stem Weight = 894.1 lbs 1.00ft 894.1114 Soil Over Heel = 554.9 lbs 1.88 It 1,040.5ft -# Footing Weight = 271.9 lbs 1.13ft 305.9ft -# Total Vertical Force = 2,158.4 lbs Base Moment = 273.6ft -# 5.8.0, 15- Jun -2007 C Engineering Software Title : Job # C, Dsgnr: Date: 3:45PM, 31 JUL 09 Description Scope : � rY Restrained Retaining Wall Design Description 12" pit wall - guardrail post impact load; footing design only: distribute force over 12' wall length Criteria Soil Data Retained Height = 6.17 ft Wall height above soil = 0.00 ft Total Wall Height = 6.171t Top Support Height = 4.00 It Slope Behind Wall 0.00:1 Height of Soil over Toe = 50.00 in Soil Density = 120.00 pcf Wind on Stem = 0.0 psf Allow Soil Bearing = 4,000.0 psf Equivalent Fluid Pressure Method Heel Active Pressure = 35.0 Toe Active Pressure = 0.0 Passive Pressure = 350.0 FootingllSoil Friction = 0.420 Soil height to ignore for passive pressure = 0.00 in Footing Strengths & Dimensions fc = 4,000 psi Fy = 60,000 psi Min. As % = 0.0014 Toe Width = 0.50 It Heel Width = 1.75 Total Footing Width = 2.25 Footing Thickness = 10.00 in Key Width = 0.00 in Key Depth = 0.00 in Key Distance from Toe = 0.00 ft Cover @ Top = 2.00 in @ Btm.= 3.00 in Surcharge Loads Uniform Lateral Load Applied to Stem Adjacent Footing Load Surcharge Over Heel = 250.0 psf >>>Used To Resist Sliding & Overturning Lateral Load = 833.0 #/ft Adjacent Footing Load = 0.0 Ibs ,,,Height to Top = 6.67 ft Footing Width = 0.00 ft Surcharge Over Toe = 0.0 psf NOT Used for Sliding & Overturning ,,,Height to Bottom = 5.67 ft Eccentricity = 0.00 in Wall _ Dist - ft Axial Load A Applied to Stem pp n Tye Footing Type Line Line Base Above/Below Soil Axial Dead Load = 0.0 Ibs = at Back of Wall 0.0 ft Axial Live Load = 0.0 Ibs Axial Load Eccentricity = 0.0 in Design Summary --k -concrete Stem Construction Total Bearing Load = 2,158 Ibs Thickness = 12.00 in Fy = 60,000 psi ...resultant ecc. = 1.92 in Wall Weight = 145.0 pcf fc = 4,000 psi Soil Pressure @ Toe - 1,369 psf OK Stem is FIXED to top of footing Soil Pressure @ Heel = 549 psf OK Allowable = 4,000 psf Mmax Between Soil Pressure Less Than Allowable @ Top Support Top & Base @ Base of Wall ACI Factored @ Toe = ACI Factored @ Heel = 1,917 psf 769 psf Stem OK Stem OK Stem OK Design height = 4.00 ft 0.00 it 0.00 ft Footing Shear @ Toe = 5.9 psi OK Rebar Size = # 5 # 5 # 5 Footing Shear @ Heel = 13.6 psi OK Rebar Spacing = 16.00 in 16.00 in 16.00 in Allowable = 107.5 psi Rebar Placed at = Edge Edge Edge Reaction at Top = 2,116.4 Ibs Rebar Depth 'd' = 10.00 in 10.00 in 10.00 in Reaction at Bottom = _ 421.2 Ibs Design Data Sliding Stability Ratio = 12.54 OK fb /FB + fa/Fa = 0.337 0.095 0.095 Sliding Calcs Lateral Sliding Force = 421.2 Ibs Mu .... Actual = 3,464.5 ft-# 972.7 ft-# 972.7 ft-# less 100% Passive Force= - 4,375.0 Ibs Mn' Phi..... Allowable = 10,283.1 ft-# 10,283.1 ft-# 10,283.1 ft-# less 100% Friction Force= - 906.5 Ibs Shear Force @ this height = 1,773.6 Ibs 286.3 Ibs Added Force Req'd = 0.0 lbs OK Shear..... Actual = 14.78 psi 2.39 psi ....for 1.5: 1 Stability = 0.0 Ibs OK Shear..... Allowable = 107.52 psi 107.52 psi Footing Design Results Rebar Lap Required = 18.50 in 18.50 in oe eel Rebar embedment into footing = 6.00 in Factored Pressure = 1,917 769 psf Other Acceptable Sizes & Spacings: Mu': Upward = 229 0 ft-# Toe: None Spec'd -or- Mu': Downward = 109 439 ft-# Heel: None Spec'd -or- Mu: Design = 120 439 ft-# Key: -or- Actual 1 -Way Shear = 5.86 13.63 psi Allow 1 -Way Shear = 107.52 107.52 psi Title : Job # Dsgnr: Date: 3:45PM, 31 JUL 09 Description User: KW- M3492, Ver 5.8.0.15,1un -2007 Restrained Retaining Wail Design Page 2 (c)1983.2007 ENERCALC Engineering Software sscalefaclly.ecw:SITE DESIGN Description 12" pit wall - guardrail post impact load; footing design only: distribute force over 12' wall length Summary of Forces on Footing : Slab is NOT providing sliding, stem is FIXED at footing Forces acting on footing for sliding 8 soil pressure.... Sliding Forces _ _— - -_ _ Load & Moment Summary For Footing : For Soil Pressure Calcs Stem Shear @ Top of Footing m -168.4 ibs Moment @ Top of Footing Applied from Stem = -572.2 ft-# Heel Active Pressure = -252.8 Sliding Force 421.2 Ibs Surcharge Over Heel = 187.5 Ibs 1.88ft 351.6ft -# Net Moment Used For Soil Pressure Calculations 345.9 ft-0 Axial Dead Load on Stem = Ibs ft ft-# Soil Over Toe 250.0 Ibs 0.25 ft 62.5ft-# Surcharge Over Toe = Ibs ft ft-# Stem Weight = 894.1 lbs 1.00 ft 894.1 ft-# Soil Over Heel = 554.9lbs 1.88 ft 1,040.5ft -# Footing Weight = 271.9lbs 1.13ft 305.9ft-# Total Vertical Force = 2,158.4lbs Base Moment = 2,082,3ft -# Description Ver 5.8.0.15-Jun-2007 MC Engineering Soff"re typ guardrail post Title : Dsgnr: Description Scope: Steel Beam Design Job # 5-18 Date: 3:45PM, 31 JUL 09 Rev tlJb oO Page 1 General Information Steel Section : W6X16 r s� " Pinned- Pinned Load Duration Factor 1.00 Center Span 1.50 ft Elastic Modulus 29,000.0 ksi Left Cant. 0.00 ft LL & ST Act Together Right Cant 2.33 ft Lu : Unbraced Length 2.33 ft [Point Loads Section Properties Notel Short Tenn Loads Are WIND Loads. #1 #2 #3 #4 #5 #6 #7 Dead Load Weight 16.10 #/ft k Live Load Ixx 32.100 in4 k Short Term 10.000 lyy 4.430 in4 k Location 3.830 Sxx 10.200 in3 ft Summary Syy 2.200 in3 Rt 1.080 In R -xx 2.600 in Values for LRFD Design.... Beam OK R-yY 0.967 in J 0.220 in4 Zx 11.700 in3 Short Term Load Case Governs Stress 38.20 in6 ZY Using: W6X16 section, Span = 1.50ft, Fy = 50.Oksi, Left Cant. = 0.00ft, Right Cant. = 2.33ft K End Fixity = Pinned - Pinned, Lu = 2.33ft, LDF = 1.000 Actual Allowable Moment 23.300 k -ft 28.050 k -ft Max. Deflection 0.128 in fb : Bending Stress 27.412 ksi 33.000 ksi Length/DL Defl 0.0 : 1 fb / Fb 0.831 :1 Length /(DL +LL Defl) 437.4 :1 Shear 15.533 k 32.656 k fv : Shear Stress 9.513 ksi 20.000 ksi fv / Fv 0.476 :1 Force & Stress Summary <<- These columns are Dead + Live Load placed as noted ->> DL LL LL +ST LL LL +ST Maximum ON Center Center Cants n Cants Max. M + 23.30 k -ft k -ft Max. M - -23.30 k -ft Max. M @ Left k -ft Max. M @ Right -23.30 k -ft Shear @ Left 15.53 k 15.53 k Shear @ Right 15.53 k 15.53 k Center Defl. 0.006 in 0.000 0.000 0.000 0.000 0.006 in Left Cant Defl 0.000 in 0.000 0.000 0.000 0.000 0.000 in Right Cant Defl 0.128 in 0.000 0.000 0.000 0.000 -0.128 in ...Query Defl @ 0.000 ft 0.000 0.000 0.000 0.000 0.000 in Reaction @ Left ' -1 5.53 -15.53 k Reaction @ Rt 25.53 25.53 k Fa caldd per Eq. E24, K'L/r < Cc I Beam Passes Table B5.1, Fb per Eq. F1 -1, Fb = 0.6_6_ Fy Section Properties WSX16 Depth 6.2801n Weight 16.10 #/ft Web Thick 0.260 in Ixx 32.100 in4 Width 4.030 in lyy 4.430 in4 Flange Thick 0.405 in Sxx 10.200 in3 Area 4.74 in2 Syy 2.200 in3 Rt 1.080 In R -xx 2.600 in Values for LRFD Design.... R-yY 0.967 in J 0.220 in4 Zx 11.700 in3 Cw 38.20 in6 ZY 3.390 in3 K 0.655 In Mammary -0.008 Title : Job # S of 0.000 Static Load Case Governs Stress Dsgnr: Date: 3:45PM, 31 JUL 09 0.000 End Fixity = Fixed -Free, Lu = 5.00ft, LDF = 1.000 Description 0.000 in Actual Allowable Scope: IZC v (I!�b (a 4i 14.652 k -ft Max. Deflection -0.051 in fb : Bending Stress 6.568 ksi 21.600 ksi rRav: 580007 User KW-0503492, Ver5.8.0. 15,Nn -2007 f o / Fb 0.304 :1 Steel Beam Design Page 1 (c)1983 -2007 ENERCALC Engineering Software 0.28 Length /(DL +LL Defl) 2,350.4 : 1 sscalefacity.ecv:SITE DESIGN Description cant grating supports k fv : Shear Stress 1.013 ksi General Information - fv / Fv 0.070 :1 k Fa calc'd per Eq. E2 -2, K'Ur > Cc Steel Section: C8X11.5 I Beam, Major Axis, Fb per Eq. F1-8, Fb = 12.000 Cb Af / (I' d) Fy '^ ° o i --^�.• Fixed -Free Load Duration Factor 1.00 Center Span 5.00 ft Bm Wt. Added to Loads Elastic Modulus 29,000.0 ksi Left Cant. 0.00 ft LL & ST Act Together Right Cant 0.00 ft Lu : Unbraced Length 5.00 ft [Distributed Loads - Notel Short Term Loads Are WIND Loads. #1 #2 #3 #4 #5 #6 #7 DL 0.045 k/ft LL 0.300 k/ft ST k/ft Start Location ft End Location ft Mammary -0.008 Beam OK -0.051 0.000 Static Load Case Governs Stress Using: C8X11.5 section, Span = 5.00ft, Fy = 36.Oksi 0.000 0.000 End Fixity = Fixed -Free, Lu = 5.00ft, LDF = 1.000 0.000 0.000 in Actual Allowable 0.000 Moment 4.456 k -ft 14.652 k -ft Max. Deflection -0.051 in fb : Bending Stress 6.568 ksi 21.600 ksi Length/DL Dell 14,841.9 :1 f o / Fb 0.304 :1 0.000 0.000 in Reaction @ Left 1.78 0.28 Length /(DL +LL Defl) 2,350.4 : 1 Shear 1.782 k 25.344 k k fv : Shear Stress 1.013 ksi 14.400 ksi fv / Fv 0.070 :1 k Force & Stress Summary ~ «_ These columns are Dead + Live Load placed as noted 7 DL LL LL +ST LL LL +ST Maximum Only A Center CZD Center 0 Canis jai Cants Max. M + 4.46 k -ft k -ft Max. M - -0.71 -4.46 k -ft Max. M @ Left k -ft Max. M @ Right k -ft Shear @ Left 1.78 k 0.28 1.78 k Shear @ Right k k Center Defl. -0.051 in -0.008 -0.051 -0.051 0.000 0.000 in Left Cant Defl 0.000in 0.000 0.000 0.000 0.000 0.000 in Right Cant Defl 0.000 in 0.000 0.000 0.000 0.000 0.000 in ...Query Defl @ 0.000 ft 0.000 0.000 0.000 0.000 0.000 in Reaction @ Left 1.78 0.28 1.78 1.78 k Reaction @ Rt k Fa calc'd per Eq. E2 -2, K'Ur > Cc I Beam, Major Axis, Fb per Eq. F1-8, Fb = 12.000 Cb Af / (I' d) Title : Job # Dsgnr: Date: 3:45PM, 31 JUL 09 Description Scope: i Rev: 580007 -- -- -- -- -- - __ - - -- - -- --- -- User: KW-0603492,Ver5.8.0,15 -Jun -2007 Steel Beam Design Page 1 1983.2007 ENERMC Enpineering Software (c ) sacalefadty.emSITE DESIGN Description grating cross - support '- General Information Steel Section : C8X11.5 �...,....o,r Pinned - Pinned Load Duration Factor 1.00 Center Span 6.25 ft Sm Wt. Added to Loads Elastic Modulus 29,000.0 ksi Left Cant. 0.00 ft LL & ST Act Together Using: C8X11.5 section, Span = 6.25ft, Fy = 36.Oksi Right Cant 0.00 ft End Fixity = Pinned- Pinned, Lu = 6.25ft, LDF = 1.000 Lu : Unbraced Length 6.25 ft Distributed Loads Allowable Notel Short Term Loads Are WIND Loads. #1 #2 #3 #4 #5 #6 #7 DL 0.030 fb : Bending Stress 1.738 ksi k/ft LL 0.200 tb / Fb k/ft ST k/ft Start Location Length /(DL +LL Defl) 8,527.7 :1 ft End Location 0.755 k 25.344 k ft �...,....o,r Beam OK Static Load Case Governs Stress Using: C8X11.5 section, Span = 6.25ft, Fy = 36.Oksi End Fixity = Pinned- Pinned, Lu = 6.25ft, LDF = 1.000 Actual Allowable Moment 1.179 k -ft 11.958 k -ft Max. Deflection -0.009 in fb : Bending Stress 1.738 ksi 17.628 ksi Length/DL Defl 49,677.5 :1 tb / Fb 0.099 :1 Length /(DL +LL Defl) 8,527.7 :1 Shear 0.755 k 25.344 k tv : Shear Stress 0.429 ksi 14.400 ksi tv / Fv 0.030 :1 ^ - Force & Stress Summary �- «_ These columns are Dead + Live Load placed as noted ->> DL LL LL +ST LL LL +ST Maximum Only 0 Center A Center 0 Cans A Cents Max. M + 1.18 k -ft 0.20 1.18 k -ft Max. M - k -ft Max. M @ Left k -ft Max. M @ Right k -ft Shear @ Left 0.75 k 0.13 0.75 k Shear @ Right 0.75 k 0.13 0.75 k Center Defl. -0.009 in -0.002 -0.009 -0.009 0.000 0.000 in Left Cant Defl 0.0001n 0.000 0.000 0.000 0.000 0.000 in Right Cant Defl 0.000 in 0.000 0.000 0.000 0.000 0.000 in ...Query Defl @ 0.000 ft 0.000 0.000 0.000 0.000 0.000 in Reaction @ Left 0.75 0.13 0.75 0.75 k Reaction @ Rt 0.75 0.13 0.75 0.75 k Fa called per Eq. E2 -2, K'Ur > Cc I Beam, Major Axis, Fb per Eq. F1 -8, Fb = 12.000 Cb Af / (I ' d) Permit 3 Building Permit —Scale House QR Structural Calculations Bow Lake Recycling and Transfer Station Scale Facility 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 Seattle, WA 98154 July 31, 2009 MLA Engineering, pllc 1411 Fourth Ave, Suite 760 Seattle, Washington 98101 206.264.2727 206.264.4835 Fax Refer 4o 2 evkre Ca 464/��.��,. RECEIVED CITY OF TUKIMLA AUG 13 2009 PERMIT CENTER Structural Calculations Bow Lake Recycling and Transfer S_ tation Scale Facility 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 D�IRES July 31, 2009 MLA Engineering, pllc 1411 Fourth Ave, Suite 760 Seattle, Washington 98101 206.264.2727 206.264.4835 Fax MLA EMM •a. ~ aax iariii� Engineering, pllc 1411 Fourth Avenue, Suite 760 Seattle, WA 98101 206 - 264 -2727 JOB Bow Lake Scale Facility JOB NO. 2007.104 SHEET NO. (-') "t> I OF CALC BY DP DATE 7/29/09 CHECKED BY DATE Calculation Index Section 1 Building Design Criteria and Loads Section 2 Building Gravity Load Design Section 3 Building Lateral Load Design Section 4 Building Component Design Section 5 Site Retaining Walls/ Site Components Design Engineering, pllc 1411 Fourth Avenue, Suite 760 Seattle, WA 98101 206 -264 -2727 JOB Bow Lake Scale Facility JOB NO. 2007.104 SHEET NO. I. a I OF CALC BY DP DATE 7/29/09 CHECKED BY DATE Section 1 Building Design Criteria and Loads MLA 'Engineering, Ilc gP i 1411 Fourth Avenue, Suite 760 Seattle, WA 98101 206 - 264 -2727 � Project Description JOB BLTS Scale House JOB NO. 2007 -104 SHEET NO. j, O Z- OF CALC BY DP DATE 7 -27 -09 CHECKED BY DATE 2 -story building constructed of light gauge framing with some structural steel framing. Roof is light -gauge metal deck; floors are concrete topping over light -gauge metal decks. Foundation is concrete walls bearing on concrete spread footings. A steel maintenance - access platform extends from the south wall at the upper (mezzanine) level. Lateral load- resisting system is light -gauge stud shearwalls with wood panel sheathing, except for south wall which is a special steel moment frame. Roof decking is required to meet FM Global 190 wind forces per Owner requirements. Design Loads (per 2006 IBC) The design loads for the building are as follows: Live Loads 25 psf 40 psf 100 psf or half of interior mech unit wt. 50 psf Occupancy Category Wind Load 85 mph wind speed Exposure B Kzt = 1.22 IW =1.15 Enclosed Seismic Design Criteria Site Class D Ss = 1.38, S, = 0.47 Seismic Design Category D R = 6.5 IE = 1.5 Geotechnical Criteria Allowable bearing Active lateral pressure Passive lateral pressure roof snow load mezzanine level live load upper floor exterior platform live load main floor live load IV, Essential Facility 4000 psf 35 psf + 6.5H (seismic) 350 psf i E Design Loads MLA Engineering, pllc Project Bow Lake - Scale Facility Project No. 2007 -104 Design Dead Loads: Roof stand seam mtl 1.0 psf 22 ga 9/16" mtl deck 2.0 psf mtl joists @ 24" o.c. 2.0 psf batt insulation 1.0 psf mech /misc 2.0. psf Total 8.0 psf Attic Floor not at mech equipment or 2 1/2" cons 27:0 psf 22 ga 9/16" mtl deck 20: mtl joists @ 24" o.c. 2.0 psf batt insulation 1.0 psf acoust tile ceiling 1.0 psf mech /misc 2.0 psf Total 35.0 psf Attic Floor at 3000# (20 ft. long) mech -equipment 2 1/2" conc 27.0 psf 22 ga 9/16" mtl deck 2.0 mtl joists @ 24" o.c. 2:0 psf batt insulation 1.0 psf acoust tile ceiling 1.0 psf mech /misc 14.0, psf Total 47.0 psf Attic Floor at grating platform grating 20.0 psf structural steel 10.0: Total 30.0 psf Design Live Loads: .1.0 psf Roof snow .25:0: psf Attic maintenance 40.0 psf Attic 112 wt• mech unit on 1,250.0 LBS platform front edge or or uniform 40.0 psf Main floor operations 50.0 psf Main Floor 1.03 resilient sheet .1.0 psf 2 1/2" conc 27.0 psf 22 ga 9/16" mtl deck 2.0 psf mtl joists @ 24" o.c. 2.0 psf mech/ misc 3.0. psf Total 35.0 psf Exterior Walls mtl siding 2.0. psf 1/2" plywood 1,:5 psf mtl studs @ 24" o.c. 1:0. psf batt insulation 1.0 psf 5/8" gyp board 28 psf misc 1.0 psf Interior Walls Design Loads.xls Total 9.0 psf 5/8" gyp board 2.5 psf mtl studs @ 24" o.c. 1 ..0 psf batt insulation 1.0 psf 5/8" gyp board 2:5 psf misc 10: psf Total 8.0 psf ?'"Mm nr�a mm M tar iota �� Engineering, pllc 1411 Fourth Avenue, Suite 760 Seattle, WA 98101 206 - 264 -2727 X06 Bow Lake Scale Facility JOB NO. 2007.104 SHEET NO. 2 .a I OF CALC BY DP DATE 7/29/09 CHECKED BY DATE Section 2 Building Gravity Load Design L> 2 0 2001 NASPEC w /2004 Supplement Project: Bow Lake South Scale Facility Date: 7/27/2009 Model: typ roof joist 6 .© LL lb/ft 2l).0 DL lb/ft R2 R1 ' . 11.50 ft Section : 8005162 -43 Single C Stud (X -X Axis) Fy = 50.0 ksi Maxo = 2160.7 Ft -Lb Moment of Inertia, 1 = 4.428 in ^4 Va = 1051.2 lb Joist Spacing= 24 in Deflection Limits: Total Load - U180 Live Load - L/240 Load Cases: 1. DL + LL All spans ' 2. DL + LL Even spans 3. DL + LL Odd spans 4. LL All spans 5. LL Even spans ' 6. LL Odd spans ' Joist Flexural and Deflection Summary Mmax Mmax/ Load Total Ld Load LL Load Span Ft -Lb Maxo Case Defl Case Defl Case Center Span 1322 0.612 1 1 U573 1 U764 4 Joist Bending and Web Crippling Summary ' Load Load Brng Pa Pn Max Load Stiffeners Rxn lb Case in lb lb Intr Case Req'd ' R1 460.0 1 3.50 R2 460.0 1 3.50 561.1 561.1 981.9 981.9 0.43 0.43 1 1 No No Joist Bending and Shear Summary ' Vmax Load Va Intr. Load Intr. Load Rxn lb Case Factor V/Va M /Ma Unstiffen Case Stiffen Case R1 460.0 1 1.000 0.44 0.00 0.19 1 NA NA ' R2 460.0 1 1.000 0.44 0.00 0.19 1 NA NA 2.03 2001 NASPEC w/2004 Supplement R1 Load Case 11.50 ft Section: 10005162 -54 Single C Stud (X -X Axis) R1 5.50 ft Section : (2) 1000S162 -54 Back -to -Back C Stud (X -X Axis) Maxo = 7844.4 Ft -Lb Moment of Inertia, I = 18.781 in ^4 Loads have not been modified for strength checks ' Loads have not been modified for deflection calculations Flexural and Deflection Check ' Mmax Mmax/ Mpos Bracing Span Ft -Lb Maxo Ft -Lb (in) Center Span 2025.0 0.258 1253.6 Full Right Cantilever 2025.0 0.258 1292.8 48 ' Combined Bending and Web Crippling Reaction or Load Brng Pa Pn ' Pt Load P(lb) (in) (lb) (lb) R1 44.3 3.50 4114.9 8229.9 R2 2130.7 3.50 4162.9 6868.8 Ma(Brc) Ft -Lb 7844.4 7844.4 Combined Bending ' 2001 NASPEC Supplement Req'd ? w/2004 No i Project: Bow Lake South Scale Facility Date: 7/27/2009 Vmax Model: cant mezz joist ( @northeast corner) Va ' -;5U?0 50TD Unif Ld Ib /ft (lb) (Ft -Lb) 7 I R1 5.50 ft Section : (2) 1000S162 -54 Back -to -Back C Stud (X -X Axis) Maxo = 7844.4 Ft -Lb Moment of Inertia, I = 18.781 in ^4 Loads have not been modified for strength checks ' Loads have not been modified for deflection calculations Flexural and Deflection Check ' Mmax Mmax/ Mpos Bracing Span Ft -Lb Maxo Ft -Lb (in) Center Span 2025.0 0.258 1253.6 Full Right Cantilever 2025.0 0.258 1292.8 48 ' Combined Bending and Web Crippling Reaction or Load Brng Pa Pn ' Pt Load P(lb) (in) (lb) (lb) R1 44.3 3.50 4114.9 8229.9 R2 2130.7 3.50 4162.9 6868.8 Ma(Brc) Ft -Lb 7844.4 7844.4 Mmax (Ft -Lb) 0.0 2025.0 Fy = 50.0 ksi Va = 3321.7 lb Mpos/ Ma(Brc) 0.160 0.165 M /Ma 0.00 0.26 3.00 ft Deflection (in) Ratio 0.007 U9462 0.039 U1836 Intr. Combined Bending and Shear Req'd ? 0.00 No 0.43 Reaction or Vmax Mmax Va Pt Load (lb) (Ft -Lb) Factor V/Va R1 44.3 0.0 1.00 0.01 R2 1350.0 2025.0 1.00 0.41 1 Mmax (Ft -Lb) 0.0 2025.0 Fy = 50.0 ksi Va = 3321.7 lb Mpos/ Ma(Brc) 0.160 0.165 M /Ma 0.00 0.26 3.00 ft Deflection (in) Ratio 0.007 U9462 0.039 U1836 Intr. Stiffen Value Req'd ? 0.00 No 0.43 No Intr. Intr. Unstiffen Stiffen 0.00 NA 0.23 NA C� Project: Bow Lake South Scale Facility Model: typ main floor joists R1 2001 NASPEC w/2004 Supplement 11.50 ft Section: 1000S162 -54 Single C Stud (X -X Axis) Intr. Maxo = 3922.2 Ft -Lb Moment of Inertia, I = 9.391 in ^4 Loads have not been modified for strength checks 0.0 Loads have not been modified for deflection calculations Flexural and Deflection Check 0.94 Mmax Mmax/ Mpos Bracing Span Ft -Lb Maxo Ft -Lb (in) Center Span 2810.3 0.717 2810.3 Full Combined Bending and Web Crippling 0.35 Reaction or Load Brng Pa Pn Pt Load P(lb) (in) (lb) (lb) R1 977.5 1.00 538.0 941.5 R2 977.5 1.00 538.0 941.5 i Combined Bending and Shear Title : Job # Dsgnr: Date: 12:22PM, 27 JUL 09 ' Description Scope Rev: 580007 User: KW- 0603492, Ver5.8.0, 15- Jun -2007 1983 Steel Beam Design Page 1 (c) -2007 ENERCALC Engineering Software sscalefaclty.ecw. BUILDING DESIGN Description main floor interior beams ' General Information Code Ref: AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Steel Section : HSS10X4X1 14 FY 46.00ksi Pinned - Pinned Load Duration Factor 1.00 Center Span 7.00 ft Bm Wt. Added to Loads Elastic Modulus 29,000.0 ksi Left Cant. 0.00 ft LL & ST Act Together Right Cant 0.00 ft Lu : Unbraced Length 7.00 ft ' Distributed Loads Note! Short Term Loads Are WIND Loads. #1 #2 #3 #4 #5 #6 #7 DL 0.263 k/ft LL 0.375 k/ft ' ST k/ft Start Location ft End Location ft '=Summary Beam OK Static Load Case Governs Stress Using: HSS10X4X1 /4 section, Span = 7.00ft, Fy = 46.Oksi ' End Fixity = Pinned - Pinned, Lu = 7.00ft, LDF = 1.000 Actual Allowable Moment 4.036 k -ft 34.270 k -ft Max. Deflection -0.016 in fb : Bending Stress 3.251 ksi 27.600 ksi Length /DL Dell 11,862.6 :1. fb / Fb 0.118 :1 Length /(DL +LL Defl) 5,111.8 :1 Shear 2.306 k 85.744 k tv : Shear Stress 0.495 ksi 18.400 ksi fv / Fv 0.027 :1 ' Force & Stress Summary -These columns are Dead + Live Load placed as noted -» DL LL LL +ST LL LL +ST Maximum Only Center a Center Cants Cants Max. M + 4.04 k -ft 1.74 4.04 k -ft Max. M - k -ft Max. M @ Left k -ft ' Max. M @ Right Shear @ Left 2.31 k 0.99 2.31 k -ft k Shear @ Right 2.31 k 0.99 2.31 k Center Defl. -0.016 in -0.007 -0.016 -0.016 0.000 ' 0.000 in Left Cant Defl 0.000 in 0.000 0.000 0.000 0.000 0.000 in Right Cant Defl 0.000 in 0.000 0.000 0.000 0.000 0.000 in ...Query Defl @ 0.000 ft 0.000 0.000 0.000 0.000 0.000 in Reaction @ Left 2.31 0.99 2.31 2.31 k ' Reaction @ Rt 2.31 0.99 2.31 2.31 k Fa calc'd per Eq. E2-1, K'Ur < Cc Section Properties HSS10X4X1 /4 ' Depth 10.000 in Weight 20.96 #/ft Web Thick 0.233 in Ixx 74.700 in4 Width 4.000 in lyy 17.700 in4 Flange Thick 0.233 in Sxx 14.900 in3 Area 6.17 in2 Syy 8.870 in3 Rt 2.000 in R -xx 3.480 in Values for LRFD Design.... R-YY 1.700 in ' J 47.400 in4 Zx 19.000 in3 Cw 17.10 in6 ZY 9.960 in3 MLA Engineering, pllc 1411 Fourth Avenue, Suite 760 Seattle, WA 98101 206 - 264 -2727 JOB Bow Lake Scale Facility JOB NO. 2007.104 SHEET NO. 3--1 OF CALC BY DP DATE 7/29/09 CHECKED BY DATE Section 3 Building Lateral Load Design IBC2006 (1613), ASCE 7-05 CHAPTER 11, 12,13 SEISMIC DESIGN CRITERIA Soil Site Class ° Table 20 = Response Spectral Acc. (0.2 sec) S. = 138.00 %g -3-1, Default D = 1.380g Figure 22 -1 through 22 -14 ' Response Spectral Acc.( 1.0 sec) S, = 47.00 %g = 0.470g Figure 22 -1 through 22 -14 Site Coefficient F. = 1.000 Table 11.4.1 Site Coefficient F.= 1.531 Table 11.4 -2 Max Considered Earthquake Acc. SMS = F..S. = 1.380 (11.4 -1) ' Max Considered Earthquake Act. S., = F..S, = 0.719 (11.4 -2) 5% Damped Design SDS = 213(SMS) = 0.920 (11.4 -3) SDI = 2/3(SMI) = 0.480 (11.4 -4) Building Occupancy Categories N. Esseritial V Table 1-1 ' Design Category Consideration: Rigid Diaphragm I v or flexible with dist. between seismic resisting system <40tt Seismic Design Category for 0.1 sec D Table 11.6 -1 Seismic Design Category for 1.0sec D Table 11.6.2 ' sl <.75g NA Since Ta < .BTs (see below), SDC = D Section 11.6 SDC is permitted to be determined from T- 11.6 -1 alone. Comply with Seismic Design Category ry D IRC, Seismic Design Category ry T- 8301.2.2.1.1 12.8 Equivalent lateral force procedure A. BEARING WALL SYSTEMS T- 12.2 -1 ' Seismic Force Resisting Systems 13. Light4ramed waft sheathed with wood structural panels rated for shear resistance or steel sheets Ct = 0.02 x = 0.75 T- 12.8 -2 Building ht. H„ = 22 ft Limited Building Height (ft) = 65 C.= 1.400 for So, of 0.4808 Table 12.8 -1 ' Approx Fundamental period, T. = C#W' = 0.203 12.8 -7 TL = 6 Sec Calculated T shall not exceed _< Cu.Ta = 0.284 Use T = 0.203 sue, O.BTs = 0.8(So,/Sos) = 0.417 SDC is permitted to be determined from T- 11.6.1 alone. Is structure Regular & S 5 stories 7 Fy;-Tvl 12.8.1.3 ' Response Spectral Acc.( 0.2 sec) S. = 1.380g Max Ss :s 0.15g F. = 1.00 @ 5% Damped Design Sos = %(F..S.) = 0.920g (11.4 -3) Response Modification Coef. R = 6.5 Table- 12.2 -1 Over Strength Factor fl. = 3 Importance factor I = 1.5 Table 11.5 -1 Seismic Base Shear V = C. W C.= SOS =0.212 (12.8 -2) ' RA or need not to exceed, C. = SDI = 0.545 For T5 TL (12.8 -3) (R/I).T or C. = TTi WA For T > Tc (12.8 -4) ' C. shall not be less than = 0.01 (12.8 -5) Min C. = 0.5S,VR N/A For S, 2:0.6g (12.8 -6) 212 Design base sh212 W �.h..=r Control T- 12.141 12.14 Simplified Seismic bas. Light- framed w alls sheathed with wood sbwWral panels rated for shear resistance or steel sheets 5% Damped Design Sos = 0.920 SDC = D Limitations: P F = 1.1 For two -story building R = 6.5 V = FSDS(W) = 0.156 W ' R 13.3 Seismic Demands on Nonstructural Components Fp= 0.4apSosWp(l +2z1h) (13.3 -1) Sos= 0.920 (RPAp) ' Dip= 1 Rp= 3 T43.5 -1 or 13.6-1 Ip= 1.0 13.1.3 z= 10fl h= loft Fp= 0.368 Wp Max F.= 1.6SoSIpWp - 1.472Wp (13.3 -2) Min Fp= 0.3SDSI^ = 0.276Wp (13.3 -3) Fp= 0.368 Wp 12.11.1 Structural Walls and Their Anchorage Fp= 0.40SoSIW. 12.11.1 = 0.552(W) 12.11.2 Anchorage of Concrete or Masonry structural Walls (flexible diaphragm) or Fp = 400Sosl = 552 shall be 2 280 #/ft Fp= 0.8Sosl(W.) (12.11.1) = 1.104 Wp Max Seismic Load E.= n%O t 0.2SosD (12.4.4), (12.4.5), (12.4,6), (12.4.7) ' Where fl, = 3 0.2SoSD = 0.184(D) Deflection Amplification factor Ca = 4 Nonbuilding structures, Section 15 - Response Modification Coef. R = 3 T- 15.4 -1 or T- 15.4 -2 Importance factor I = 1 15.4.1.1 For flexible nonbuilding, C. = SoSUR = 0.307 Min C. = 0.03 (15.4 -1) or C; 0.8 S,I/R = 0.125 (15.4 -2) ' V = 0.307 W For rigid nonbuilding, C. = 0.3 Sos I (15.4 -5) = 0.276 W 6.5 METHOD 2- ANALYTICAL PROCEDURE Normal to Ride -L to 17.33 6.5.12. Design Wind Loads on Enclosed and Partially Enclosed Buildings. (all Heights) MWFRS Velocity pressure %= .00256 KZ K, Kd V2 Iw (6 -15) Exposure B Roof Height h = 18 feet Exposure coefficient Kz = Section 6.5.6.6, is obtained from Table 6 -3, Case 2 for MWFRS Topography factor Ko = 1.22 6.5.7.2, Figure 6 -2 Directionality factor Kd = 0.85 Table 64 Wind Speed V = 85 mph Importance factor 1. = 1.15 Table 6 -1 q,= 22.06 K� psf -0.50 Internal Pressure Coefficient (GCp) = t 0.18 Figure 6 -5 for Enclosed Building IV I Gust effect factor G = 0.85 6.5.8.1 Pressures for MWFRS p = gGCp - ql (GCp) (6 -17) Wall and Roof External pressure Coefficients Cp from Fig. 6-6 or 6-8 Wind Normal to Ridge (-L to 17.33) UB = 2.89 h/L = 18150 = 0.36 6= 4.8 Windward wall Cp = 0.8 Windward roof CP = Leeward wall Cp = -0.256 for UB = 2.89 Leeward roof Cp = Side wall Cp = -0.7 or Roof Cp = -0.90 -0.90 -0.50 -0.30 Wind Parallel to Ridge (-L to 50) UB = 0.35 Windward wall Cp = 0.8 h/L = 18/17.33 -1.04 Leeward wall CP = -0.500 for UB = 0.35 Roof CP = -1.3 -0.7 Side wall Cp = -0.7 for dist 9.0 18.0 -10.2, -10.2 = 4.8 chi 2.40 GCO =t 0.18 q;(GC,) = t 13.35(0.18) = t 2.40 All forces shown in psi All forces shown in psf 11.52 O 1015 14.2 O l0 15 % = 50 1� = 17.33 p = gGCp - q; (GCp) Eq. 6 -15 For Exp B where q = qz for windward zv = 1200 x = 7.0 q = qh for leeward wall, side wall and roof @18 ft K� = 2.01(z/zo)' q; = qh for enclosed building @18 ft Kz (min) = 2.01(15/zy)21` Roof Ht, h = 18 it Normal to Ride -L to 17.33 Para %el to ride -L to 50 Height I Kh qh CP I ghGC Cp ghGC Leeward wall 13.35 -0.25574 -2.90 -0.50 -5.67 Side wall 13.35 -0.7 .94 -0.70 4 Roof T10.605 Or -0.80 -0.90 -0.50 -0.30 -10.2 fr o - 9.0 -10.2 fr >9.0 -5.67 fr 18.0- -3.40 fr -1.30 -0.70 r o - 9.0 r-7'.94 r >9.0 r 18.0- fr Wind Normal to idge Wind Parallel to Rid e Z. Ht. (f1) Kr % C p =gzGC WW +LW C p =grGC WW +Lw Windward wall 0 to 15 20.0 0.575 0.624 12.68 13.76 0.8 0.8 8.62 9.36 11.52 12.26 0.80 0.80 8.62 9.36 14.29 15.03 MLA Engineering, pllc (206) 264 -2727 3.ot a 1 ( k JOB [ lr f f. SHEET NO. OF p 'I CALCULATED BY 1 DATE CHECKED BY DATE SCALE l r`C1 l.7 Gl -t s�eM G i P �S•` � L1;.�. r � .7 Q E ' �- '. �OG�� IC..Ve -�l \.. � 4 �1. (Z 1(7d( 1 C: r .�� � � �r•.� J �%C l • J) � (�' �� y Sri S MiG C�n� �o �5 z '13 ' 5 .5 ' S 5 -15 r,&% c. a .ra.�5 , 5 3 • 1 � -0 -0 -2 -2 0 CD CD O O • c- ti 00 0 r N IT T-- � ti 11 II II II 11 11 II II 11 II If 11 3 MO It 1t- `V �t 00 O. O to to O o « « « « « « « « CN -- w � � N w %- %- 4- 00 to (D (D O O � aaaaa two 000 00 N � N IT T-- � ti 11 II II II 11 11 II II 11 II If 11 3 MO It 1t- `V �t 00 O. 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W +- O U Z 0) x x x x x x x x x x CalCQ O N,, [T '00 :'N M ca � 3 3 3 3 w 0 0 0) C N C U C6 Mim � CO U) U) N N II I >I �I > 01 o 30 0 N �o cl O 0 O x cn CL 6 M x C CO N "00 O M N c c>s N O O 4- d N cn .n O) N 00 O tO 11 H 2 W U_ U W U J F- 0 F- (9 Z J_ m 3.o (2 X t IT U E cn I) .O m O O rn cu 3 3 3 aa) (>3 N N ,C C 0 O` o C o C M 7j -D d O a O N,, [T '00 :'N M ca � 3 3 3 3 w 0 0 0) C N C U C6 Mim � CO U) U) N N II I >I �I > 01 o 30 0 N �o cl O 0 O x cn CL 6 M x C CO N "00 O M N c c>s N O O 4- d N cn .n O) N 00 O tO 11 H 2 W U_ U W U J F- 0 F- (9 Z J_ m 3.o (2 X t IT U E cn I) .O m jog _� Lat l•-� , SHEET NO. OF MLA Engineering, plic CALCULATED BY 3/1 DATE (206) 264 -2727 CHECKED BY DATE SCALE lAi Z �5 x .;�.t2. i , MLA Engineering, pllc (206) 264 -2727 JOB 17u2 `. J Ot t'r SHEET NO. OF { CALCULATED BY A DATE _ 7— L 7— (-7!) CHECKED BY DATE SCALE i �� 2.SC L �, e_... �� e��� � �,;•. GIB a r�4 �� r _. btu �9 +Z+sf w; wz G b VE 77- e �. C l '1lotak c�a 't �enr\5Av-\ he, / G -T-= � � (s �� -� 910-W (_A5-R— `N1STA 3D5 �a � w Ck 2 z 0 1 I� MLA Engineering, pllc (206) 264 -2727 3.09 Mtn �%= .25nSZ wYx= .2�,9z) �1,5�t�,p,� ' .Z�3 c.��, ��`.�. ✓ f MLA Engineering, pllc (206) 264 -2727 JOB SHEET NO OF CALCULATED BY_b f DATE - 7-11 -'C�9 CHECKED BY SCALE DATE i MLA Engineering, pllc (206) 264 -2727 JOB T� T; wall � l ��- 4•+ - � b' � {``� � k - ,II S 3. s Rv� (In, vo .L^ S 35 E 3�S fz . — - ,II Rv� (In, vo l r\ E MLA Engineering, pllc Project: Bow Lake Transfer Station - Scale Facility Proj No.: 2007 -104 Deflection of light gauge framed shearwall with wood sheathing Wall ID: 1 INPUT Gross wall properties Wall length, b = 8 ft Wall height, h = 10 ft Total shear on wall, V = 1 kips Sheathing properties Panels applied to 1 face(s) Shear stiffness, Gv *tv = 35000 Ibs /in Material factors: Light gauge stud properties Stud metal thickness, t = 0.043 in Chord gross cross - sectional area, Ac = 0.9 in ^2 Steel modulus of elasticity, E = 29000 ksi Holdown properties Total vertical elongation of holdown system, da = 0.1 in Beta = 81;0 (use 810 for plywood, 660 for OSB) rho = 1.85 (use 1.85 for plywood, 1.05 for OSB) Maximum edge fastener spacing, s = 3 in OUTPUT wall shear, v = 125 plf wall aspect ratio = 1.25 w1 = 0.500 w2 = 0.767 w3= 0.791 w4= 1.000 Deflection due to: Linear elastic cantilever bending = 0.005 in Linear elastic sheathing shear = 0.007 in Overall nonlinear effects = 0.006 in Holdown system deformation = 0.125 in TOTAL SHEARWALL DEFLECTION = 0.143 in RIGIDITY = 6.98 1 /in 3l�z. MLA Engineering, pllc Project: Bow Lake Transfer Station - Scale Facility Proj No.: 2007 -104 Deflection of light gauge framed shearwall with wood sheathing Wall ID: 2 - INPUT Gross wall properties Wall length, b = 5.5 ft Wall height, h = loft Total shear on wall, V = 1 kips Sheathing properties i Panels applied to 2 face(s) Shear stiffness, Gv" tv = 35000 Ibs /in Light gauge stud properties Stud metal thickness, t = .0.043. in Chord gross cross - sectional area,.Ac = 0.9 in ^2 Steel modulus of elasticity, E = 29000 ksi Holdown properties Total vertical elongation of holdown system, da = 0.1 in Material factors: Beta = 810 (use 810 for plywood, 660 for OSB) rho = 1,85 (use 1.85 for plywood, 1.05 for OSB) Maximum edge fastener spacing, s = ` 3 in OUTPUT 1. _- wall shear, v = 181.8 plf wall aspect ratio = 1.818 w1 = 0.500 w2 = 0.767 w3= 0.953 w4= 1.000 Deflection due to: Linear elastic cantilever bending = Linear elastic sheathing shear = Overall nonlinear effects = Holdown system deformation = TOTAL SHEARWALL DEFLECTION = RIGIDITY = 0.01 in 0.005 in 0.016 in 0.182 in 0.213 in 4.70 1 /in J+ MLA Engineering, pllc Project: Bow Lake Transfer Station - Scale Facility PXoj No.: 2007 -104 Deflection of light gauge framed shearwall with wood sheathing Wall ID: 3 INPUT Gross wall properties Wall length, b = 29.83 ft Wall height, h = 10 ft Total shear on wall, V = 1 kips Sheathing properties Panels applied to 1 face(s) Shear stiffness, Gv *tv = 35000 Ibs /in Material factors: Light gauge stud properties Stud metal thickness, t = 0.043 in Chord gross cross - sectional area, Ac = 0.9 in ^2 Steel modulus of elasticity, E = 29000 ksi Holdown properties Total vertical elongation of holdown system, da = 0.1 in Beta = 810 (use 810 for plywood, 660 for OSB) rho = 1.85 (use 1.85 for plywood, 1.05 for OSB) Maximum edge fastener spacing, s = 6 in OUTPUT wall shear, v = 33:52 plf Deflection due to: Linear elastic cantilever bending = 3E -04 in wall aspect ratio = 0.335 Linear elastic sheathing shear = 0.004 in Overall nonlinear effects = 5E -04 in w1 = 1.000 Holdown system deformation = 0.034 in w2 = 0.767 w3= 0.409 w4= 1.000 TOTAL SHEARWALL DEFLECTION = 0.038 in RIGIDITY = 26.06 1 /in MLA Engineering, pllc Project: Bow Lake Transfer Station - Scale Facility Proj No.: 2007 -104 Deflection of light gauge framed shearwall with wood sheathing Wall ID: 4, 5, 6, 7 INPUT Gross wall properties Wall length, b = 5 ft Wall height, h = 1.0 ft Total shear on wall, V = 1 kips Sheathing properties Panels applied to 1 face(s) Shear stiffness, Gv*ty = 35000 Ibs /in Material factors: ..................... 3•�s ' Light gauge stud properties Stud metal thickness, t = 0.043 in Chord gross cross - sectional area, Ac = 0.9 in ^2 Steel modulus of elasticity, E = 29000 ksi Holdown properties Total vertical elongation of holdown system, da = 0.1 in Beta = 810 (use 810 for plywood 660 for OSB) rho = Maximum edge fastener spacing, s = OUTPUT 1 1.85 (use 1.85 for plywood, 1.05 for OSB) 6 in wall shear, v = 200 plf Deflection due to: Linear elastic cantilever bending = 0.012 in wall aspect ratio = 2 Linear elastic sheathing shear = 0.024 in Overall nonlinear effects = 0.047 in w1 = 1.000 Holdown system deformation = 0.2 in w2 = 0.767 w3= 1.000 w4= 1.000 TOTAL SHEARWALL DEFLECTION = 0.283 in RIGIDITY = 3.54 1 /in MLA Engineering, pllc Project: Bow Lake Transfer Station - Scale Facility Proj No.: 2007 -104 Deflection of light gauge framed shearwall with wood sheathing Wall ID: 9 INPUT Gross wall properties Wall length, b = 3 ft Wall height, h = 10 ft Total shear on wall, V = 1 kips Sheathing properties Panels applied to 1 face(s) Shear stiffness, Gv*ty = 35000 Ibs /in Material factors: Light gauge stud properties Stud metal thickness, t = 0.043 in Chord gross cross - sectional area,,Ac = 0.9 in ^2 Steel modulus of elasticity, E = 29000 ksi Holdown properties Total vertical elongation of holdown system, da = 0.1 in Beta = 810 (use 810 for plywood, 660 for OSB) rho = 1.85. (use 1.85 for plywood, 1.05 for OSB) Maximum edge fastener spacing, s = 6 in OUTPUT wall shear, v = 333.3 plf wall aspect ratio = 3.333 w1 = 1.000 w2 = 0.767 w3= 1.291 w4= 1.000 Deflection due to: Linear elastic cantilever bending = 0.034 in Linear elastic sheathing shear = 0.04 in Overall nonlinear effects = 0.168 in Holdown system deformation = 0.333 in TOTAL SHEARWALL DEFLECTION = 0.575 in RIGIDITY = 1.74 1 /in 3.1� MLA Engineering, pllc Project: Bow Lake Transfer Station - Scale Facility Proj No.: 2007 -104 Deflection of light gauge framed shearwall with wood sheathing Wall ID: 10 INPUT Gross wall properties Wall length, b = 4.83 ft Wall height, h = -10 ft Total shear on wall, V = 1 kips Sheathing properties Panels applied to 1 face(s) Shear stiffness, Gv *tv = 35000 Ibs /in Material factors: Light gauge stud properties Stud metal thickness, t = 0.043 in Chord gross cross - sectional area,.Ac = 0.9 in ^2 Steel modulus of elasticity, E = 29000 ksi Holdown properties Total vertical elongation of holdown system, da = 0.1 in Beta= 810 (use,810 for plywood, 660 for OSB) rho = 1.85 (use 1.85 for plywood, 1.05 for OSB) Maximum edge fastener spacing, s = 6 in OUTPUT wall shear, v = 207 plf Deflection due to: Linear elastic cantilever bending = 0.013 in wall aspect ratio = . 2.07 Linear elastic sheathing shear = 0.025 in Overall nonlinear effects = 0.051 in w1 = 1.000 Holdown system deformation = 0.207 in w2 = 0.767 w3= 1.017 w4= 1.000 TOTAL SHEARWALL DEFLECTION = 0.296 in RIGIDITY = 3.38 1 /in ,1 3.2d Title : Job # Dsgnr: Date: 1:30PM, 12 MAR 09 Description Scope: Rey: 580003 user. KW-0603492, Ver5.8.0, 15- Jun -2007 Rigid Diaphragm Torsional Analysis Page 1 (c)1983 -2007 ENERCALC Engineering Software sscalefaclty.ecwCalculations Description * *E -W seismic + 30% N -S seismic - attic floor diaphragm; relative wall rigidites calc'd separately, therefore identical properties entered except E General Information Y -Y Axis Shear 10.30 k Min. X Axis Ecc 0.00 % X Axis Center of Mass 20.70 ft X -X Axis Shear 2.60 k Min. Y Axis Ecc 5.00 % Y Axis Center of Mass 0.00 it ...both Shears are applied at once Max X Dimension 50.00 it Max Y Dimension 12.00 ft Wall Data Wall Angle deg CCW Wall End Fixity E 1.750 90.0 Fix -Pin Label Thickness Length Height Wall Xcg 5.750 0.0 in 26.0 It it ft 1 0.010 0.0 4.000 999.000 15.500 2 0.010 3.5 4.000 999.000 47.000 3 0.010 0.0 4.000 999.000 35.000 4 0.010 10.0 4.000 999.000 14.500 5 0.010 4.000 999.000 22.500 6 0.010 4.000 999.000 30.500 7 0.010 4.000 999.000 38.500 10 0.010 4.000 999.000 15.500 11 0.010 4.000 999.000 0.000 Calculated Wall Forces Label Load Location for Maximum Forces Direct Shears k X It Y Length Thick 1 8.020 -2.040 3.323 -0.000 2 8.020 -2.040 2.231 -0.000 3 3.020 -2.040 -1.558 0.000 4 8.020 -2.040 -0.210 0.000 5 8.020 -2.040 -0.210 0.000 6 8.020 -2.040 -0.210 0.000 7 8.020 -2.040 -0.210 0.000 10 3.020 -2.040 -0.204 0.000 11 3.020 -2.040 4.747 -0.000 Summary Wall Ycg ft Wall Angle deg CCW Wall End Fixity E 1.750 90.0 Fix -Pin 7.0 2.750 90.0 Fix -Pin 4.7 5.750 0.0 Fix -Pin 26.0 -5.750 0.0 Fix -Pin 3.5 -5.750 0.0 Fix -Pin 3.5 -5.750 0.0 Fix -Pin 3.5 -5.750 0.0 Fix -Pin 3.5 5.750 0.0 Fix -Pin 3.4 0.000 90.0 Fix -Pin 10.0 Torsional Shears k Length Thick Final Max. Wall Shear k 0.024 -0.000 3.346 1.581 0.000 82.61 k -ft 0.422 0.000 -1.558 -0.288 -0.000 -0.498 -0.288 0.000 -0.498 -0.288 0.000 -0.498 -0.288 0.000 -0.498 0.055 0.000 -0.204 -0.665 -0.000 .747 X Distance to Center of Rigidity 15.180 ft Controlling Eccentricities & Forces from Applied Y -Y Shear Y Distance to Center of Rigidity 2.040 it Xcm + (Min % *MaxX) - X -cr = 8.020 ft Torsion = 82.61 k -ft Xcm - (Min % *MaxX) - X -cr = 3.020 it Torsion = 31.11 k -ft X Accidental Eccentricity 2.500 ft Controlling Eccentricities & Forces from Applied X -X Shear Y Accidental Eccentricity 0.000 It Ycm + (Min% *MaxY) - Y -cr = -2.040 it Torsion = -5.30 k -ft Ycm - (Min% *MaxY) - Y -cr = -2.040 ft Torsion = -5.30 k -ft Title : Dsgnr: Description Scope : 3.z1' Job # Date: 1:30PM, 12 MAR 09 (c)l98( -2007E E VeLCEn,ineJungSoft Rigid Diaphragm Torsional Analysis (c)1983 -2007 ENERCALC Engineering Software sscalefa Description * *E -W seismic - 30% N -S seismic - attic floor diaphragm; relative wall rigidites calc' separately, therefore identical properties entered except E General Information Y -Y Axis Shear 10.30 k Min. X Axis Ecc 0.00 % X Axis Center of Mass X -X Axis Shear 2.60 k Min. Y Axis Ecc 5.00 % Y Axis Center of Mass ...both Shears are applied at once Max X Dimension Max Y Dimension Wall Data Wall Angle deg CCW Wall End Fixity 1.750 90.0 Fix -Pin 2.750 Label Thickness Length Height Wall Xcg -5.750 0.0. in -5.750 ft ft ft 1 0.010 -5.750 4.000 999.000 15.500 2 0.010 0.000 4.000 999.000 47.000 3 0.010 4.000 999.000 35.000 4 0.010 4.000 999.000 14.500 5 0.010 4.000 999.000 22.500 6 0.010 4.000 999.000 30.500 7 0.010 4.000 999.000 38.500 10 0.010 4.000 999.000 15.500 11 0.010 4.000 999.000 0.000 Calculated Wall Forces Label Load Location for Maximum Forces Direct Shears k X ft Y Length Thick 1 8.020 -2.040 3.323 0.000 2 8.020 -2.040 2.231 0.000 3 8.020 -2.040 1.558 0.000 4 3.020 -2.040 0.210 0.000 5 3.020 -2.040 0.210 0.000 6 3.020 -2.040 0.210 0.000 7 3.020 -2.040 0.210 0.000 10 8.020 -2.040 0.204 0.000 11 3.020 -2.040 4.747 0.000 Summary Wall Ycg ft Wall Angle deg CCW Wall End Fixity 1.750 90.0 Fix -Pin 2.750 90.0 Fix -Pin 5.750 0.0 Fix -Pin -5.750 0.0. Fix -Pin -5.750 0.0 Fix -Pin -5.750 0.0 Fix -Pin -5.750 0.0 Fix -Pin 5.750 0.0 Fix -Pin 0.000 90.0 Fix -Pin Torsional Shears k X Distance to Center of Rigidity Length Thick 0.021 -0.000 1.390 0.000 0.896 0.000 -0.085 -0.000 -0.085 0.000 -0.085 0.000 -0.085 0.000 0.117 0.000 -0.471 -0.000 clty.ecw:Calculations d " 20.70 ft 0.00 ft 50.00 ft 12.00 ft 7.0 '4.7 26.0 3.5 3.5 3.5 3.5 '3.4 10.0 Final Max. , Wall Shear k 5.30 3.343 3.621 2.454 0.210 0.210 0.210 0.210 0.321 4.747 82.61 k -ft 31.11 , k -ft k -ft 5.30 k -ft X Distance to Center of Rigidity 15.180 ft Controlling Eccentricities & Forces from Applied Y -Y Shear Y Distance to Center of Rigidity 2.040 ft m Xc + (Min % *MaxX) - X -cr = 8.020 ft Torsion = Xcm - (Min % *MaxX) - X -cr = 3.020 ft Torsion = X Accidental Eccentricity 2.500 ft Controlling Eccentricities & Forces from Applied X -X Shear Y Accidental Eccentricity 0.000 ft m Yc + (Min% *MaxY) - Y-cr = -2.040 ft Torsion = Ycm - (Min% *MaxY) - Y -cr = -2.040 ft Torsion = clty.ecw:Calculations d " 20.70 ft 0.00 ft 50.00 ft 12.00 ft 7.0 '4.7 26.0 3.5 3.5 3.5 3.5 '3.4 10.0 Final Max. , Wall Shear k 5.30 3.343 3.621 2.454 0.210 0.210 0.210 0.210 0.321 4.747 82.61 k -ft 31.11 , k -ft k -ft 5.30 k -ft 7.0 '4.7 26.0 3.5 3.5 3.5 3.5 '3.4 10.0 Final Max. , Wall Shear k 5.30 3.343 3.621 2.454 0.210 0.210 0.210 0.210 0.321 4.747 82.61 k -ft 31.11 , k -ft k -ft 5.30 k -ft 5.30 3.343 3.621 2.454 0.210 0.210 0.210 0.210 0.321 4.747 82.61 k -ft 31.11 , k -ft k -ft 5.30 k -ft MLA Engineering, plic (206) 264 -2727 � .Z2 a GTf JOB SHEET NO. OF (J CALCULATED BY 1 DATE Z CHECKED BY DATE SCALE v { 15 6 ,2 2q.g3 l45 14 S - U `.3 P Zvi w� s ?k s, ZS I s X33 J� JOB 0 L-�' ■ SHEET NO. j� OF MLA Engineering, plic CALCULATED BY �P DATE Z (206) 264 -2727 9--A CHECKED BY DATE SCALE (? 14c) Z X MLA DP 2007 -104 Scale facility south wall moment frame � . Z9- Ya July 24, 2009 at 1:45 PM south wall moment frame.r3d z x i Loads: LC 6, (1.2 +,2Sds)D +.5L +rhoE Results for LC 11, E (drift) MLA DP 2007 -104 Scale facility south wall moment frame -5,1- -5 July 24, 2009 at 1:55 PM south wall moment frame.r3d m' Na �U gad MOF 6 -kit n0E z 00_`c �m N Na 6 N G 5j Mac, nab la v ai E `c m E 0 E a 3 L_ 0 m LL Wm U N l f7 O d c� 0 d a O O a 3,Zb 8 is Na 0 mag m a .cE ofZ oa0i a oar gym{ — '�1tNi,U 5Og C "zE z sm U0-0 o m a 0 0 Lnm O Q N m a c� ci co 0 0 3.z7 Nail 0 E E 0 E id 2.04 nooZ o� co 00 C. m 0 O cl cr �3c> E ill- ROME El RE. 19, CE. I E. C9. MCC E- ER ININCRIBIN tk I NINO ERROR IN ON.-INEENall 111.1 co 00 C. m 0 O cl cr �3c> ININCRIBIN NINO co 00 C. m 0 O cl cr �3c> CA °O a N Nat :5'° 5024 ooa § a 50-t- 20 9 C-4 0 I i I i 1� IA �� i iA ul < KEE fill eD 0 0 fix k 14 is a LL. 09 co 0 S. ;t A CI to U) Uj 0 a M U) < t 0 id) 4) v 'z 8' C, cil ;;z z v < vlo CL (L C.) Q!l 0 00 1� %F 14 0 E E 0 E 0 LL co 0 0 m IN N 0 M O 0 O IA iA ul < eD 0 0 fix k 14 is a LL. 09 co 0 S. ;t A CI to U) Uj 0 a M U) < t 0 id) 4) v 'z 8' C, cil ;;z z v < vlo CL (L C.) Q!l %F 14 0 E E 0 E 0 LL co 0 0 m IN N 0 M O 0 O ul < eD 0 0 fix k 14 is a LL. 09 co 0 S. ;t A CI to U) Uj 0 a M U) < t 0 id) 4) v 'z 8' C, cil ;;z z v < vlo CL (L C.) Q!l 0 00 0 0.6 ml � LT (n U 0 cm i of w 0 2! Ln d). E 0 H m I r D = (n ;W = 'n .211 0 lo'n O. 00 0 -ME '00 E 0 > -6 m Of No 0 -j i 1 0 LL b t - 0 LL 11 a,-.00 E E. 2 9 71 0-0 cc i E v 0 8 Mll �a cu 8 E 2 > x L) 0' 7 'X i. LL ":,L LL R _m %F 14 0 E E 0 E 0 LL co 0 0 m IN N 0 M O 0 O N 0 c Nai a g q2og 0 a ca o. mZ 0010 Ua-0i N mT fm pad N d E c m E 0 E m 3 L p7 N UIN a g0,° 2. N o d r� 10 ncE �Z 0010 �0 a F 1p ai E c d E 0 E a 3 L 5 0 :13 m LL J J C. M O co 0 Lnd O Q w N O a v m E c m 0 E m 3 L 0 0 0 LL mm U J J J J G. Ci d CD Ic 0 v O co Q ��3 Z o aa` Na Y gar- 20N GI a man a rnZ owm Ua- �m N m a ci 0 0 m 7 3 � MLA Engineering, pllc Project Bow Lake Transfe Station Proj No. 2608 -112 Location Scale house - mezz level Date: 7/2/2009 Design a single -sided Reduced Beam Section Connection in a SMRF Input Loads factored shear toad at hinge vg,.Aty = 12:70 kips factored axial bad on column P_ _ - 15.20 kips Input Geomet distance between column centers Beam Size = WIWX : `c L' _ two-sided connection? - no 3 beam depth db = 10.10 in beam flange width bd = 8.020 in beam flange thickness tbf = 0.620 in beam web thickness tbw = 0.35 in tz zx = 54.90 inA3 Fu = Column Size = W1 6X45. 4.86 in column above? ' ' yes''s column depth do = 10.10 in column flange width bd = 8.020 in column flange thickness td = 0.620 in column web thickness tom,. = 0.35 in Mp, _ zx = 54.90 inA3 1.15 Ag = 13.30 inA2 Continuity "plates req'd kd. = 1.12 in ratio = k, = 0.81 in distance between column centers L = distance between hinge points L' _ cope depth c - cope length b = end distance a = tmm Radius = 8.50 in I, t Wpb = 6:00 in St, _ tz Fy = 5.516 in Fu = OR, Cpr = 4.86 in Ze = Ry = Moment at plastic hinge Mix _ plates VRBI _ 10.25 in \rRBS = probably max + moment at cot face Mr c probably max - moment at col face Mt = unreduced beam exp. moment siren Mp, _ check Column -Beam moment ratio = 1.34 in RISC 358 2.4.4 -2 1.15 EM Pith = Continuity "plates req'd FM a = Size continuity plates if req'd ratio = Exception: 1.1 AISC 341 -05 Table Ib -1 Pro = Fy Pc = RBS IL 3.34 b bt Check column panel zone strength R„ = 248.8 kips 0.75Pc = 498.75 kips ORn = 134 kips Specification .110-11 Web doubler required Size web doubler plate if req'd doubler plate yield strength Fy = 36 ksi 16.50 ft do = 8.86 in 13.95 ft w: = 8.86 in 2.00 in .. ... doubler pi min thickness if fillet welc tmm = 0.197 in 8.50 in Web doubler plate thickness used t = 0.625 in 6:00 in tz = 0.975 in 5.516 in recheck panel zone strength OR, = 265 kips Specification J10-11 4.86 in 2.95 in Determine need for continuity plates 10.25 in to = 0.620 in 50 ksi exception check 1 = 1.20 in AISC 358 2.4.4 -1 65 ksi exception check 2 = 1.34 in RISC 358 2.4.4 -2 1.15 Continuity "plates req'd 31.39 inA3 Size continuity plates if req'd 1.1 AISC 341 -05 Table Ib -1 continuity plate yield strength Fy = 36 ksi 1,985 k -in RISC 358 2.4.3 -1 min continuity plate thickness tcont Pi ngn = 0.310 in AISC 358 2.4.4a (a) 36.4 kips required oont pi contact area Apt, in = 5.12 inA2 -11.0 kips Wpb = 5.90 in 2359 k -in required thickness "Pi = 0.868 in -2098 k -in use: tc,,,, Pi = 0.875 in 3019.5 k-in cost pi to col web force (a) = 167 kips AISC 358 2.4.4b OK " contact area btwn col web and pi Apw = 4.3 inA2 (b) = 80 kips AISC 358 2.4.4b 557 k -in (c) = 134 kips AISC 358 2.4.4b 2,543 k -in (d) = 287 kips AdSC3582.4.4b 5,365 k -in 2.11 %1 l) OK weld continuity plate to col web Dn„in = 5.94 /16ths use: D 15.20 kips Or use complete joint penetration weld 665 kips Check beam web strength OK - Prc <03Pc See 9.6(a) remaining beam web depth to weld d-n = 3.47 in to column flange dusea = 6.87 in RBS mezz.xls MLA Engineering, plic Project Bow Lake Transfe Station Proj No. 2008 -112 Location Scale house - roof level Date: 7/2/2009 Design a single -sided Reduced Beam Section Connection in a SMRF Input Loads factored shear load at hinge Vo,.wty = 130: kips factored axial load on column P = 15.70 kips Input Geomet distance between column centers Beam Size = W1OX26 `a L' two -sided connection? no beam depth db = 10.30 in beam flange width ba = 5.770 in beam flange thickness tbf = 0.440 in beam web thickness tt., = 0.26 in FY Zx = 31.30 in ^3 recheck panel zone strength Column Size = W1OX45 Ze column above? :,.' . column depth do = 10.10 in column flange width bd = 8.020 in column flange thickness td = 0.620 in column web thickness tcw = 0.35 in = 0.620 in Zx = 54.90 in ^3 check 1 Ag = 13.30 in 12 kd. = 1.12 in = 0.96 in AISC 358 2.4.4 -2 kt = 0.81 in distance between column centers L distance between hinge points L' cope depth c cope length b end distance a train Radius t 1 (1ncCtlJ' \ be a/�� Ib Wpb c.-i,n �^ScQd = 0:_25 ' in S FY 0.6 in F„ recheck panel zone strength Cpr = 184 kips Specification J10-11 Ze Ry Moment at plastic hinge Mp, Determine need for continuity VRes VRRS probably max . moment at col face M, probably max - moment at col face M, unreduced beam exp. moment stren Mpe check Column -Beam moment ratio K FM P, FM a ratio Exception: P. P, RBS Ct ................ b bt Check column panel zone strength R. = 144.8 kips 0.75P� = 498.75 kips 4)Rn = 133 kips SpecificationJlo -11 Web doubler;required Size web doubler plate if reg'd doubler plate yield strength Fy = 36 ksi = 16:50 ft d, = 9.42 in = 14.33 ft w: = 8.86 in _ .1' 25' in ' " doubler pl min thickness if fillet wak train = 0.203 in web doubler plate thickness used t = 0:_25 ' in try . 0.6 in = 7.025 in recheck panel zone strength mRn = 184 kips Specification J10-11 = 4.86 in (f = 2.95 in -(.IT5 Determine need for continuity plates x? = 8 in 4, = 0.620 in = 50 ksi 3 ' exception check 1 = 0.86 in AISC 358 2.4.4 -1 = 65 ksi exception check 2 = 0.96 in AISC 358 2.4.4 -2 = 1.15 Continuity.piotes req'd = 20.45 in^3 Size continuity plates if reg'd = 1.1 AISC 341-05 Table Ib-1 continuity plate yield strength Fy = 36 ksi = 1,294 k -in AISC 358 2. 3 1 min continuity plate thickness too , p n = 0.220 in AISC 358 2.4.4a (a) = 16.8 kips required coot pl contact area App rain = 2.98 in ^2 77 = 13.4 kips Wpb = ,5,90 in �j•��l = 1428 k -in required thickness "p, 5 i . Lni2rl 0 = to _ -1401 k -in use: "p, = :0 :875: in ,... ..iii ... = 1721.5 k-in cunt pl to col web force (a) = 167 kips AISC 358 2.4.4b contact area btwn col web and pi Apw = 4.3 in ^2 (b) = 80 kips AISC 358 2.4.4b = 219 k -in (c) = 133 kips AISC 358 2.4.4b = 1,512 k -in (d) = 157 kips AISC 3%2.4.4b = 2,680 k -in = 1.77 ;> I yl)nOK ,.,., weld continuity plate to col web D = 5.94 /16ths use: D = 6:/16ths = 15.70 kips ' Or use complete joint enetration weld _. 665 kips Check beam web strength OK - Pro <03Pc See 9.6(a) remaining beam web depth to weld d, do = 2.15 in to column flange ducted = 7.79 in RBS roof.xls JOB & Lam% t4tkg— SHEET NO. OF MLA Engineering, plic D /n (206) 264 -2727 CALCULATED BY �+ DATE • _ I� I CHECKED BY DATE SCALE f� �,? k► LF� l► 6 z7 � k p ct skX, Al I MLA Engineering, pllc (206) 264 -2727 r PAA /ko a s 9 j c ' SHEET NO. OF CALCULATED BY �P -7-1-7— p DATE 1 U/ ' CHECKED BY DATE SCALE r PAA /ko a s 9 j SHEET NO. OF MLA Engineering, plIc — -Q ) (206) 264-2727 DATE OC CALCULATED BY CHECKED BY DATE SCALE Ie-,v � . � - cl�i 0 tA r Z-9 _ 339_ ' JOB 8 LIS SHEET NO. OF MLA Engineering, plic te (206) 264-2727 CALCULATED BY DATE CHECKED BY DATE SCALE l, . V Zs D LIP- ri ri 3.'40 MLA Engineering, pllc Project: Bow Lake Transfer Station -Scale Facility Proj No.: 2007 -104 Deflection of light gauge framed shearwall with wood sheathing Wall ID: roof R2 wall INPUT Gross wall properties Wall length, b = 4 ft Wall height, h = 5 ft Total shear on wall, V = 0.73 kips Sheathing properties Panels applied to 1 face(s) Shear stiffness, Gv*ty = 35000 Ibs /in Material factors: Light gauge stud properties Stud metal thickness, t = 0.043 in Chord gross cross - sectional area,-Ac = -0.9 in ^2 Steel modulus of elasticity, E = 29000 ksi Holdown properties Total vertical elongation of holdown system, da = 0.1 in Beta = 810 (use 810 for plywood, 660 for OSB) rho = 1:85 (use 1.85 for plywood, 1.05 for OSB) Maximum edge fastener spacing, s = 6 in OUTPUT wall shear, v = 182.5 plf Deflection due to: Linear elastic cantilever bending = 0.002 in wall aspect ratio = 1.25 Linear elastic sheathing shear = 0.011 in Overall nonlinear effects = 0.031 in w1 = 1.000 Holdown system deformation = 0.125 in w2 = 0.767 w3= 0.791 w4= 1.000 TOTAL SHEARWALL DEFLECTION = 0.168 in RIGIDITY = 5.94 1 /in MLA Engineering, pllc Project: Bow Lake Transfer Station - Scale Facility Proj No.: 2007 -104 Deflection of light gauge framed shearwall with wood sheathing Wall ID: 2 INPUT Gross wall properties Wall length, b = 5.5 ft Wall height, h 10' ft Total shear on wall, V = 4.38 kips Sheathing properties Panels applied to 2 face(s) Shear stiffness, Gv *tv = 35000' Ibs /in Material factors: Light gauge stud properties Stud metal thickness, t = 0.043 in Chord gross cross - sectional area, Ac = 0:9 in ^2 Steel modulus of elasticity, E = 29000 ksi Holdown properties Total vertical elongation of holdown system, da = 0.1 in Beta = 810 (use 810 for plywood, 660 for OSB) rho = 1.85 (use 1.85 for plywood, 1.05 for OSB) Maximum edge fastener spacing, s = . 3 in OUTPUT wall shear, v = 796.4 plf wall aspect ratio = 1.818 w1 = 0.500 w2 = 0.767 w3= 0.953 w4= 1.000 Deflection due to: Linear elastic cantilever bending = 0.044 in Linear elastic sheathing shear = 0.024 in Overall nonlinear effects = 0.297 in Holdown system deformation = 0.182 in TOTAL SHEARWALL DEFLECTION =1 0.547 in RIGIDITY = 1.83 1 /in 72 .41 IBC LRFD Method Bolt Groups '3.+2- MLA Engineering, pllc Pullout Strength of Anchor in Tension Npn ' Concrete Blowout Strength in Tension Nsb Project: Bow Lake Transfer Station Concrete Blowout Strength in Tension Nsbg = no grout pad per D.6.1.3. Steel Strength in Shear Proj No.: 2007 -104 ' D.6.1.2(0-23) Avc D.6.2.1 (D-22) 125,706 lb Descript: south wall moment frame base plate Concrete Breakout Strength in Shear Vcbg = ' Concrete Pryout Strength in Shear Date: 16 -Mar -09 1.000 Ot Npn = 60,669 lb 1.000 Ot Nsbg = Design an Anchor Bolt in Concrete following ACI 318 -05 Appendix D Strength Design Procedures (IBC approved) ms = APPLIED LOADS 1.2 Os Vcbg = 4,882 lb This spreadsheet is for cast -in anchor bolt groups. Factored Tensile Force Nu = .1,020 lb 4,882 lb This spreadsheet assumes F1554 rod material. Factored Shear Force VU = 3,160 lb MATERIAL PROPERTIES F1554 Anchor Rod BOLT PROPERTIES Concrete Strength Pc = 4,000 psi Bolt Diameter db = 0:750 inch yield strength of anchor fy = 36 ksi Number of Anchors n = 4 tensile strength of anchor fut = 65 ksi Anchor Area Ab = 0.4418 in ^2 reinforcment condition = A D.4.4 effective anchor area Ase = 0.3345 in ^2 Cracked concrete? = Cracked bolt head bearing area Abrg = 0.6771 in 12 rows = 2 colums = 2 INSTALLATION GEOMETRY row spacing sl = 4:000 inch Embedment Length L = 30,000' Inch column spacing s2 = 4:000 inch thickness H = 36100 inch Decrease ., s min = 4.000 inch cal = 4:000 inch ca2 = 100.000 inch V See Figure RD.5.2.I (a) in Act 318, page 391. Input "0" if there is no edge in the ca3 = 4:000 inch considered direction. ca4 = A 00.000; inch c max = 100.000 inch c min = 4.000 inch c4 effective anchor depth hef = 30.000 inch O O conk breakout strength in tension Nb = 249,415 lb D.5.2.2 (D-7, D-8) S, pull out strength of anchor in tension Np = 21,668 lb D.5.3.4 (D•15) N conk breakout strength in shear Vb = 4,649 lb D.5.6.2 (D-22) O O Steel Strength in Tension Ns = 86,960 lb D. 5.1.2 (D-3) 3 Anc = 2,809.0 in ^2 0.5.1.2 (D -5) ci ci Anoo = 8,100.0 in ^2 D.5.1.2 (D-6) Concrete Breakout Strength in Tension Ncbg = 62,853 lb D.5.2.1 (D-5) 86,670 lb Pullout Strength of Anchor in Tension Npn ' Concrete Blowout Strength in Tension Nsb 52,176 lb Concrete Blowout Strength in Tension Nsbg = no grout pad per D.6.1.3. Steel Strength in Shear Vsa ' D.6.1.2(0-23) Avc D.6.2.1 (D-22) 125,706 lb Avco = Tension Concrete Breakout Strength in Shear Vcbg = ' Concrete Pryout Strength in Shear VCpg = 86,670 lb 0.5.3.1(0.14) 33,307 lb 0.5.4.1 (D-17) 38,859 lb D.5.4.2 (D-18) 52,176 lb D.6.1.2 (D-20) 65,220 lb no grout pad per D.6.1.3. 84.0 in ^2 0.65 D.4.4 72.0 In ^2 D.6.1.2(0-23) . 6,509 lb D.6.2.1 (D-22) 125,706 lb D.6-3.1 (D-30) Steel Element Allowables 0.000-in Wec,N = Tension Ot = 0.75 0.4.4 0.727 Ot Ns = 65,220 lb Shear ms = 0.65 D.4.4 ms Vs - 33,914 lb Concrete Element Allowables D.5.27 for cast-in anchors Wc,P = Tension Ot = 0.75 D.4.4 0:000 Ot Ncbg = 47,140 lb 1.000 Ot Npn = 60,669 lb 1.000 Ot Nsbg = 29,144 lb Shear ms = 0.75 D.4.4 1.2 Os Vcbg = 4,882 lb = Os Vcpg = 87,994 lb e'N = 0.000-in Wec,N = 1.000 D.5.2.4(D -9) Wed, N = 0.727 D. 5.2.5 (D-10 6 11) Wc,N = 1.00 D.5.2.6 assumes tracking for cast -in anchors Wcp,N = 1.00 D.5.27 for cast-in anchors Wc,P = 1.0 D.5.3.6 assumes cracking e'v = 0:000 in Wec,V = 1.000 D.6.2.5 Wed,V = 1.000 D.6.2.6 Wc, V = -1,12. -.; D.6.2.7 suppl. Rein1 Wc,V used = 1.2 Tensile Capacity m Nn = 29,144 lb Shear Capacity Wn = 4,882 lb INTERACTION CHECKS Is Vu <= 0.2mVn? Use Combined Interaction Is Nu — 0.24)Nn? m Nn = n(a lb m Nn Tension Check I = #VALUEI I ACI 318 D.71 Combined Forces Check I = 0.68 < 1.2 OK ACI 318 D. 7.1 (D-31) Imoment frame anchors ACE 318- 05.xls Shear Controls Condition 4,882 lb = 0.65 ACI 318 0.7.2 MLA OMMEMM Engineering, pllc ' 1411 Fourth Avenue, Suite 760 Seattle, WA 98101 206 - 264 -2727 . I Title : Job # Dsgnr: Date: 12:21 PM, 27 JUL 09 Description Scope Rev: 580007 user KW 0603492, Ver 5.8.0, 15- Jun -2007 Steel Beam Design Page 1 (c)1983 -2007 ENERCALC Engineering Software sscalefaclty.ecw:BUILDING DESIGN Description front window sill /header - lateral; wW= 20 psf General Information Code Ref: AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Steel Section : HSS6X2X1 /4 Fy 46.00ksi Pinned - Pinned Load Duration Factor 1.00 Center Span 14.00 ft Elastic Modulus 29,000.0 ksi Left Cant. 0.00 ft LL & ST Act Together Right Cant 0.00 ft Lu : Unbraced Length 0.00 ft Distributed Loads Note! Short Term Loads Are WIND Loads. #1 #2 #3 #4 #5 #6 #7 DL k/ft LL k/ft ST 0.080 k/ft Start Location ft End Location ft i7J111111C1 r I Force & Stress Summary 0.000 Beam OK -0.182 «- These columns are Dead + Live Load placed as noted -» 0.000 in Short Term Load Case Governs Stress 0.000 in Using: HSS6X2X1 /4 section, Span = 14.00ft, Fy = 46.Oksi Only Center (ED Center Cants Cants 0.000 Max. M + 1.96 k -ft 1.96 k -ft End Fixity = Pinned - Pinned, Lu = 0.00ft, LDF = 1.000 Max. M - k -ft 0.000 Max. M @ Left Actual Allowable Max. M @ Right k -ft ...Query Del @ Moment 1.960 k -ft 11.056 k -ft Max. Deflection -0.182 in 0.56 k fb : Bending Stress 5.382 ksi 30.360 ksi Reaction @ Left 0.56 fb / Fb 0.177 : 1 0.56 Length/DL Del 0.0 :1 Reaction @ Rt 0.56 Length/(DL +LL Del) 923.0 :1 0.56 Shear 0.560 k 51.446 k Fa calc'd per Eq. E2 -1, ! fv :Shear Stress 0.200 ksi 18.400 ksi fv / Fv 0.011 :1 Section Properties HSS6X2X1 /4 Center Del, Force & Stress Summary 0.000 0.000 -0.182 «- These columns are Dead + Live Load placed as noted -» 0.000 in DL LL LL +ST LL LL +ST 0.000 in Maximum Only Center (ED Center Cants Cants 0.000 Max. M + 1.96 k -ft 1.96 k -ft Max. M - k -ft 0.000 Max. M @ Left k -ft 0.000 Max. M @ Right k -ft ...Query Del @ Shear @ Left 0.56 k 0.56 k 0.000 Shear @ Right 0.56 k 0.56 k Center Del, -0.182 in 0.000 0.000 -0.182 0.000 0.000 in Left Cant Defl 0.000 in 0.000 0.000 0.000 0.000 0.000 in Right Cant Del 0.000 in 0.000 0.000 0.000 0.000 0.000 in ...Query Del @ 0.000 ft 0.000 0.000 0.000 0.000 0.000 in Reaction @ Left 0.56 0.56 k Reaction @ Rt 0.56 0.56 k Fa calc'd per Eq. E2 -1, K'Ur < Cc Section Properties HSS6X2X1 /4 Depth 6.000 in Weight 11.45 #/ft Web Thick 0.233 in Ixx 13.100 in4 Width 2.000 in lyy 2.210 in4 Flange Thick 0.233 in Sxx 4.370 in3 Area 3.37 in2 Syy 2.210 in3 Rt 1.000 in R -xx 1.970 in Values for LRFD Design.... R -yy 0.810 in J 6.550 in4 Zx 5.840 in3 Cw 4.70 in6 Zy 2.610 in3 Title : Dsgnr: Description Scope : User: KW- 0603492, Ver5.8.0, 15- Jun -2007 Steel Beam Design (01983 -2007 ENERCALC Engineering Software Description front window sill /header - gravity; D =60 plf + self -wt Job # Date: 12:21 PM, 27 JUL 09 Page 1 BUILDING DESIGN General Information Actual Code Ref: AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Steel Section : HSS6X3X1 /4 1.790 k -ft Fy 46.00ksi fb : Bending Stress 5.651 ksi Pinned - Pinned Load Duration Factor 1.00 Center Span 14.00 ft Bm Wt. Added to Loads Elastic Modulus 29,000.0 ksi Left Cant. 0.00 ft LL & ST Act Together 18.400 ksi Right Cant 0.00 ft Max. M - 0.000 Lu : Unbraced Length 0.00 ft Minor Axis Bending 0.000 ft Distributed Loads 0.000 Max. M @ Right Note! Short Term Loads Are WIND Loads. #1 #2 #3 #4 #5 #6 #7 DL 0.060 ?� Shear @ Right 0.51 k Wff LL ST Start Location End Location Using: HSS6X3X1 /4 section, Span = 14.00ft, Fy = 46.Oksi End Fixity = Pinned - Pinned, Lu = O.00ft, LDF = 1.000 k/ft k/ft ft ft MLA Engineering, pllc (206) 264 -2727 `f o'+ SOB -1� 1A SHEET NO. -- . OF- _ CALCULATED BYA) P DATE CHECKED BY DATE SCALt Wind Design 1-28 FM Global Property Loss Prevention Data Sheets Page 13 2.2.7 Minimum Wind Rating for FM Approved Roof System Based on the field of roof area design pressure previously obtained, use Table 8 to determine the minimum FM Approved wind classification rating needed for the entire roof assembly (deck and above -deck system). Table 8. Recommended Rating of Field, Perimeter, and Comer areas for Enclosed Buildinvz Zones 1. 2. and 31 Roof Field Area Design Pressure, p, (ps02 Minimum Wind Rating for FM Approved DecklAbove- DecivEntireI Assembly Roof Field Area Roof Perimeter Area Roof Comer Area 15 < p:5 20 60 75 105 20 < p:5 25 60 90 120 25 < p:5 30 60 105 150 < 37.5 120 180 37.5 < p'5-45 90 150 225 180 270 52.5 < p:5 60 120 195 300 60 < p 5 67.5. 135 225 330 67.5 < p:5 75 150 255 360 75 < p:5 82.5 165 270 405 82.5 < p:5 90 180 300 435 90 < p:5 97.5 195 315 480 97.5 < p 5105 210 345 510 105 < p 5112.5 225 360 540 112.5 < p:5 120 240 390 585 120 < p 5127.5 255 420 615 127.5 < p:5 135 270 435 660 ' If a minimum 3 It (0.9 m) high parapet is provided, which Is adequately designed for horizontal wind load, treat the corner as a perimeter area. Z For roofs with higher field area design pressures, or to interpolate needed perimeter and comer ratings when the field requirements are between levels, multiply the needed field area design pressure from Table 3, 4 or 5 (of D.S. 1-28) by a safety factor of 2.0 and the respective �ressure coefficient for perimeter and comer areas (see Table 6), and round up to the next highest 15 psf rating Interval. Ratings above apply to enclosed buildings, with rod slopes s T and roof heights 5 60 ft (18 m). For other situations, see the respective tables in this document 2.3 Wall, Door, and Window Design Design wall panels, doors, windows and their securement to guidelines in this section. Where the effective Wind area of a door or window considerably exceeds 10 ft2 (1 m2), or 20 ft2 (2 m2), for walls over 60 ft or 18 m high, pressures may be reduced in accordance with ASCE 7 to reflect the larger area only. Use impact- resistant glazing or glazing protection, and impact- resistant dock doors rated for small or large missile exposure (as applicable) when located within a windbome debris region (see Appendix A). Ensure they are satisfactorily tested per Florida Building Code Testing Application Standards (TAS) 201, 202, and 203, or ASTM Standards E1886 and E1996. Some manufacturers of window films are FM Approved (see the Approval Guide Building Materials Volume, Windstorm Resistant Fenestration) for small missile resistance for application on the interior-surface of existing windows. Regardless of what design level from Table 1 Is chosen, use the basic wind speed map and Appendix A to determine the need for fenestration protection. Determine basic wind speed and Surface Roughness Exposure in accordance with Sections 2.21 and 2.2.2 of this data sheet. When significant hills, ridges, or escarpments are present, refer to Section 2.2.4. For wind tunnel testing, refer to Section 2.2.5. The following provides an overview of the methodology to determine inward and outward wall design pressures. 2.3.1 Outward Wall Pressure for Enclosed Building • Determine outward pressure for wall Zone 4 and 6 5 10' using Tables 9, 10, or 11. • Determine outward pressure for wall Zones 4 and 5 various 6 by applying multipliers in Table 12. 02007 Factory Mutual Insurance Company. All rights reserved. -�--C>5 4•a�G 1-28 Wind Design Page 10 FM Global Property Loss Prevention Data Sheets Table 6. Roof Design Outward Pressure Multipliers for Roof Zones 1, 2, and 3 Zone Note 3 ?....e u..6e � LA'5 r Roof Design Negative Pressure Multipliers Zones 1, Z 3 for Flat an ab Roofs Apply multipliers to pressure values in Tables 3, 4, and 5 a pp ate. Mean Roof Height, h Roof SJn Enclosed Bullrlirg Partialty Enclosed t3uildng° Zone 1 Zone 2 Zone 3 h 5 60 It (18 m); and when h/w 51 for 60 < h < 90 it (18 < h < 27.4 m) A 5 1 1.68 5 1.31 1.99 2.85 7' < 0:5 123 1.91 2.67 27' < A .. 1. 1 1.1 1.31 1.48 1.48 when h/w > 1 for 60 (t < h < 90 It (18 < h < 27.4 m) See Note 6 below A 5 1 1.34 2.10 2.86 1.65. 2.42 3.18 10' < 0:5 27° 0.92 1.59 2.36 1.23 1.91 2.67 27' < 0:5 45° 1.0 1.17 1 1.17 1.31 1.48 1.48 h 2 90 It (27.4 m) See, Note 6 below es 10° 1.0 1.57 2.14 1.23 1.80 2.37 10° < 0:9 27' 0.68 1.19 1 1.76 1 0.92 1.42 1.99 27' < 0:9 45' 0.75 0.87 0.87 0.98 1.11 1.11' [ate Notes: 1. Zone 1 except Zone 2 it 0 > 7•. 2. Zone 2 except Zane 3 U 0 5 7' and h > 60 It (18 m). 3. Zone 2 except Zane 3 9 E) > 7' and h 5 60 ft (18 m). 4. It a parapet height 2 3 it (1 m) Is provided around the perimeter of the roof with 0 5 7', treat Zane 3 as Zane 2. 5. 7' =1 % IrUl2 in. (125 mm/m); 10' - 2 InJ12 in. (167 mm/m); 27' - 6 InJ12 in. (500 mm/m); 45° = 12 WI In. (1 m/m). 6. Partially enclosed building multipliers for roofs are based only on openings affecting the top story. 7. Value of "a ": a) For h:5 60 ft (18 m), 'a" is Qne smaller of 0.1 times the building lesser plan dimension or 0.4 times h, and never less than 4% of the least horizontal dimension, or 3 ft (0.9 m). Zone 3 is a square with dimensions "a ". b) For h > 60 ft (18 m), "a" Is 0.1 times the building lesser plan dimension, but not less than 3 it (0.9 m). Zone 3 Is an ell with dimensions '2a". 8. Value of "h ": a) For slopes 5 7°, h = eave height b) For slopes > 7°, h = mean roof height 9. Value of '1v" Is based on the lesser plan dimension. 02007 Factory Mutual Insurance Company. All rights reserved: MLA Engineering, pllc 1411 Fourth Avenue, Suite 760 Seattle, WA 98101 206 - 264 -2727 JOB Bow Lake Scale Facility JOB NO. 2007.104 SHEET NO. .o OF CALC BY DI' DATE 7/29/09 CHECKED BY DATE Section 5 Site Retaining Walls/ Site Components Design Title : Job # a -� Dsgnr: Date: 3:45PM, 31 JUL 09 Description Scope : Code Ref: ACI 318-02,1997 UBC, 2003 IBC, 2003 NFPA 5000 Rev: 580021 User. KW-0603492, Ver5.8.0, 15- Jun -2007 Restrained Retaining Wall Design Page 1 (c)1983 -2007 ENERCALC Engineering Software sscalefacIty.ecwSITE DESIGN 6.17 ft Allow Soil Bearing = 4,000.0 psf 0.60 ft Equivalent Fluid Pressure Method 6.77 ft Heel Active Pressure = 35.0 0.96 Toe Active Pressure = 0.0 3.75 ft Passive Pressure = 350.0 0.00: 1 FootingllSoil Friction = 0.420 45.00 in Soil height to ignore 110.00 pcf for passive pressure = 0.00 in Wind on Stem = 0.0 psf Footing Strengths & Dimensions Pc = 4,000 psi Fy = 60,000 psi Min. As % = 0.0014 Toe Width = 0.29 ft Heel Width = 0.96 Total Footing Width = 1.25 Footing Thickness = 10.00 in Key Width = 0.00 in Key Depth = 0.00 in Key Distance from Toe = 0.00 ft Cover @ Top = 2.00 in @ Btm.= 3.00 in Surcharge Loads Uniform Lateral Load Applied to Stem Adjacent Footing Load Surcharge Over Heel = 250.0 psf Lateral Load = 0.0 #/ft Adjacent Footing Load = 0.0 Ibs -Used To Resist Sliding & Overturning ...Height to Top = 0.00 ft Footing Width = 0.00 ft Surcharge Over Toe = 150.0 psf NOT Used for Sliding & Overturning ...Height to Bottom = 0.00 ft Eccentricity = 0.00 in Wall to Ftg CL Dist = 0.00 ft Axial Load Applied to Stem Footing Type Line Base Above/Below Soil Axial Dead Load = 0.0 Ibs at Back of Wall = 0.0 ft Axial Live Load = 0.0 Ibs Axial Load Eccentricity = 0.0 in Design Summary Concrete Stem Construction Total Bearing Load = 1,196 Ibs Thickness = 8.00 in = 64,000 psi ... resultant ecc.. = 3.58 in Wall Weight = 96.7 pcf fc fc = 4,000 psi Soil Pressure @ Toe = 2,443 psf OK Stem is FREE to rotate at top of footing Soil Pressure @ Heel = 0 psf OK Allowable = 4,000 psf Mmax Between Soil Pressure Less Than Allowable @ Top Support Top & Base @ Base of Wall ACI Factored @ Toe = ACI Factored @ Heel = 3,420 psf 0 psf Stem OK Stem OK Stem OK Design height = 3.75 ft 1.43 ft 0.00 ft Footing Shear @ Toe = 0.0 psi OK Rebar Size = # 4 # 4 # 4 Footing Shear @ Heel = 5.0 psi OK Rebar Spacing = 18.00 in 18.00 in 16.00 in Allowable = 107.5 psi Rebar Placed at = Center Center Center Reaction at Top = 767.9 Ibs Rebar Depth 'd' = 4.00 in 4.00 in 4.00 in Reaction at Bottom = 646.2 Ibs Design Data Sliding Stability Ratio = 6.47 OK fb /FB + fa/Fa = 0.228 0.196 0.000 Sliding Calcs Lateral Sliding Force = 646.2 Ibs Mu .... Actual = 534.5 ft-# 458.6 ft-# 0.0 ft-# less 100% Passive Force= - 3,676.2 Ibs Mn ' Phi..... Allowable = 2,341.0 ft-# 2,341.0 ft-# 2,625.3 ft-# less 100% Friction Force= - 502.4 Ibs Shear Force @ this height = 805.1 Ibs 659.5lbs Added Force Req'd = 0.0 lbs OK Shear..... Actual = 16.77 psi 13.74 psi ....for 1.5: 1 Stability = 0.0 Ibs OK Shear..... Allowable = 107.52 psi 107.52 psi Footing Design Results Rebar Lap Required = 14.80 in 14.80 in Toe eel Rebar embedment into footing = 6.00 in Factored Pressure = 3,42 psf Other Acceptable Sizes & Spacings: Mu': Upward = 131 0 ft-# Toe: None Spec'd -or- Mu': Downward = 41 63 ft-# Heel: None Spec'd -or- Mu: Design = 90 63 ft-# Key: -or- Actual 1 -Way Shear = 0.00 5.02 psi Allow 1 -Way Shear = 107.52 107.52 psi Title : Job # ' Title : Job # '5'-C> rj Dsgnr: Date: 3:45PM, 31 JUL 09 Description Scope : Code Ref: ACI 318-02,1997 UBC, 2003 IBC, 2003 NFPA 5000 Rev, 580021 Usar.KW-0603492,Ver5.8.0,15 -Jun -2007 Restrained Retaining Wall Design Page 2 (c)1983 -2007 ENERCALC Engineering Software sscalefadty.ecw. SITE DESIGN Description typ 8" pit wall - incl. seismic load LSummary of Forces on Footing : Slab is NOT resisting sliding, stem is PINNED at footing Forces acting on footing for overturning, sliding, & soil pressure Lateral Distance Moment Vertical Lateral Distance Moment Overturning Moments... Ibs ft ft-# Resisting Moments... Ibs Ibs ft ft-# Stem Shear @ Top of Footing = -300.7 0.83 -250.6 Heel Active Pressure = -192.0 0.41 -78.3 Surcharge Over Heel = Sliding Force = 492.7 Axial Dead Load on Stem = Overturning Moment = -328.9 Soil Over Toe = 120.3 0.15 17.5 Footing Stability Ratio 2.25 Surcharge Over Toe = Stem Weight = 654.0 0.63 408.8 Net Moment Used For Soil Pressure Calculations 291.7 ft-# Soil Over Heel = 197.8 1.10 218.4 Footing Weight = 151.0 0.63 94.4 Total Vertical Force = 1, 123.2lbs Resisting Moment = 739.2 i Title: Job # Dsgnr: Date: 3:45PM, 31 JUL 09 Description Scope : Code Ref: ACI 318-02,1997 UBC, 2003 IBC, 2003 NFPA 5000 User.kW4:& 3492,Ver5.8.0,15 -Jun -2007 Cantilevered Retaining Wall Design Page 1 (c)1983 -2007 ENERCALC Engineering Software sscalefadty.ecwSITE DESIGN Description typ 8" wall - static load prior to slab -on -grade install (50 psf surcharge behind wall since geotech requires hand - operated compaction within 3 ft) Criteria ' T Retained Height = 6.17 ft Wall height above soil = 0.60 ft Slope Behind Wall = 0.00: 1 Height of Soil over Toe = 45.00 in Soil Density = 120.00 pd Wind on Stem = 0.0 psf Surcharge Loads Design Summa Total Bearing Load = 2,580 Ibs ...resultant ecc. = 7.52 in Soil Data ' T Allow Soil Bearing = 4,000.0 psf Equivalent Fluid Pressure Method Heel Active Pressure = 35.0 Toe Active Pressure = 0.0. Passive Pressure = 350.0 Water height over heel = 0.0 ft FootingllSoil Friction = 0.420 Soil height to ignore for passive pressure = 0.00 in Soil Pressure @ Toe = 3,450 psf OK Soil Pressure @ Heel = 0 psf OK Allowable = 4,000 psf Soil Pressure Less Than Allowable ACI Factored @ Toe = 3,777 psf ACI Factored @ Heel = 0 psf Footing Shear @ Toe = 0.0 psi OK Footing Shear @ Heel = 30.3 psi OK Allowable = 107.5 psi Wall Stability Ratios Overturning = 1.54 OK Sliding = 4.96 (Vertical Sliding Calcs (Vertical Component Used) Lateral Sliding Force = 960.4 lbs less 100% Passive Force= - 3,676.2 Ibs less 100% Friction Force= - 1,083.5 Ibs Added Force Req'd = 0.0 Ibs OK ....for 1.5 : 1 Stability = 0.0 Ibs OK Footing Design Results Toe Heel Factored Pressure = 3,777 0 psf Mu': Upward = 419 0 ft-# Mu': Downward = 101 1,789 ft-# Mu: Design = 319 1,789 ft-# Actual 1 -Way Shear = 0.00 30.28 psi Allow 1 -Way Shear = 107.52 107.52 psi Toe Reinforcing = None Spec'd Heel Reinforcing = # 4 @ 18.00 in Key Reinforcing = None Spec'd Surcharge Over Heel = 50.0 psi Used To Resist Sliding & Overturning Stem Construction ' ' T Design height f ft= Wall Material Above "Ht" _ _ Thickness = = Rebar Size = = Rebar Spacing = = Rebar Placed at = = Design Data fb /FB + fa/Fa = = Total Force @ Section I Ibs = Moment.... Actual f ft-# = Moment..... Allowable = = Shear..... Actual p psi = Shear..... Allowable p psi = Surcharge Over Heel = 50.0 psi Used To Resist Sliding & Overturning Stem Construction ' ' T Design height f ft= Wall Material Above "Ht" _ _ Thickness = = Rebar Size = = Rebar Spacing = = Rebar Placed at = = Design Data fb /FB + fa/Fa = = Total Force @ Section I Ibs = Moment.... Actual f ft-# = Moment..... Allowable = = Shear..... Actual p psi = Shear..... Allowable p psi = Other Acceptable Sizes & Spacings Toe: Heel: Key: op Stem Footing Strengths & Dimensions fc = 4,000 psi Fy = 60,000 psi Min. As % = 0.0014 Toe Width = 0.50 ft Heel Width = 1.75 Total Footing Width = -2� Footing Thickness = 10.00 in Key Width = 0.00 in Key Depth = 0.00 in Key Distance from Toe = 0.50 It Cover @ Top = 3.00 in @ Btm.= 3.00 in Surcharge Over Toe = 0.0 psf NOT Used for Sliding & Overturning Stem OK 0.00 Concrete 8.00 # 5 18.00 Center 0.783 1,285.5 2,801.2 3,578.3 26.8 107.5 18.50 6.44 96.7 4.00 4,000.0 60,000.0 Stem OK 0.00 Concrete 8.00 # 5 18.00 Center 0.783 1,285.5 2,801.2 3,578.3 26.8 107.5 18.50 6.44 96.7 4.00 4,000.0 60,000.0 Title : Job # 7' Dsgnr: Date: 3:45PM, 31 JUL 09 Description Scope Code Ref: ACI 318 -02, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Rev: 580021 User. KW-0603492, Ver5.8.0, 15- Jun -2007 Cantilevered Retaining Wall Design Page 2 (c)1983 -2007 ENERCALC Engineering Software sswlefaclty.ecwSITE DESIGN Description typ 8" wall - static load prior to slab -on -grade install (50 psf surcharge behind wall since geotech requires hand - operated compaction within 3 ft) Summary of Overturning & Resisting Forces & Moments ..OVERTURNING..... .....RESISTING..... Force Distance Moment Force Distance Moment Item Ibs ft ft-# Ibs ft ft-# Heel Active Pressure = 960.4 2.46 2,361.3 Soil Over Heel = Toe Active Pressure = Sloped Soil Over Heel = Surcharge Over Toe = Surcharge Over Heel = Adjacent Footing Load = Adjacent Footing Load = Added Lateral Load = Axial Dead Load on Stem= Load @ Stem Above Soil = Soil Over Toe = SeismicLoad Surcharge Over Toe = Stem Weight(s) _ Total = 960.4 O.T.M. = 2,361.3 Earth @ Stem Transitions= Resisting/Overturning Ratio = 1.54 Footing Weight = Vertical Loads used for Soil Pressure = 2,579.8 Ibs Key Weight = Vert. Component = Vertical component of active pressure used for soil pressure Total = 802.1 1.71 1,370.3 54.2 1.71 2,579.8 Ibs R.M.= 92.5 56.3 545.4 ' 316.4 1,266.5 ' I Title : Job # Dsgnr: Date: 3:45PM, 31 JUL 09 Description Scope : Code Ref: ACI 318 -02, 1997 UBC, 2003 IBC, 2003 NFPA 5000 User. K -2007E 92,CALC .0,ine Jun -2So7 Restrained Retaining Wall Design (c)1903 -2007 ENERCALC Engineering Software Description typ 12" pit wall - static load Criteria Retained Height = 6.17 ft Wall height above soil = 0.60 It Total Wall Height = 6.77 It Top Support Height = 3.75 ft Slope Behind Wall = 0.00: 1 Height of Soil over Toe = 45.00 in Soil Density = 110.00 pcf Wind on Stem = 0 0 psf Soil Data Allow Soil Bearing = 4,000.0 psf Equivalent Fluid Pressure Method Heel Active Pressure = 35.0 Toe Active Pressure = 0.0 Passive Pressure = 350.0 FootingllSoil Friction = 0.420 Soil height to ignore for passive pressure = 0.00 in Page 1 sscalefadty.ecw.SITE DESIGN Footing Strengths & Dimensions fc = 4,000 psi Fy = 60,000 psi Min. As % = 0.0014 Toe Width = 0.13 ft Heel Width = 1.13 Total Footing Width = 1.25 Footing Thickness = 10.00 in Key Width = 0.00 in Key Depth = 0.00 in Key Distance from Toe = 0.00 ft Cover @ Top = 2.00 in @ Btm.= 3.00 in Surcharge Loads Uniform Lateral Load Applied to Stem Adjacent Footing Load Surcharge Over Heel = 250.0 psf Lateral Load = 0.0 #/ft Adjacent Footing Load = 0.0 Ibs -Used To Resist Sliding & Overturning .._Height to Top = 0.00 ft Footing Width = 0.00 ft Surcharge Over Toe = 150.0 psf ,..Height to Bottom = 0.00 ft Eccentricity = 0.00 in NOT Used for Sliding & Overturning Wall to Ftg CL Dist = 0.00 ft Axial Load Applied to Stem Footing Type Line Base Above /Below Soil Axial Dead Load = 0.0 Ibs at Back of Wall = 0.0 ft Axial Live Load = 0.0 Ibs Axial Load Eccentricity = 0.0 in Design Summary Concrete Stem Construction Total Bearing Load = 1,300 Ibs Thickness = 12.00 in Fy = 60,000 psi ...resultant ecc. = 3.63 in Wall Weight = 145.0 pcf fc = 4,000 psi Soil Pressure @ Toe = 2,685 psf OK Stem is FREE to rotate at top of footing Soil Pressure @ Heel = 0 psf OK Allowable = 4,000 psf Mmax Between Soil Pressure Less Than Allowable @ Top Support Top & Base @ Base of Wall ACI Factored @ Toe = ACI Factored @ Heel = 3,759 psf 0 psf Stem OK Stem OK Stem OK Design height = 3.75 ft 1.43 ft 0.00 ft Footing Shear @ Toe = 4.1 psi OK Rebar Size = # 4 # 4 # 4 Footing Shear @ Heel = 2.2 psi OK Rebar Spacing = 18.00 in 18.00 in 16.00 in Allowable = 107.5 psi Rebar Placed at = Edge Edge Center Reaction at Top = 767.9 Ibs Rebar Depth 'd' = 10.00 in 10.00 in 6.00 in Reaction at Bottom = 646.2 Ibs Design Data Sliding Stability Ratio = 6.53 OK fb /FB + fa /Fa = 0.090 0.077 0.000 Sliding Calcs Lateral Sliding Force = 646.2 Ibs Mu .... Actual = 534.5 ft-# 458.6 ft-# 0.0 ft-# less 100% Passive Force= - 3,676.2 Ibs Mn ' Phi..... Allowable = 5,941.0 ft-# 5,941.0 ft-# 3,975.3 ft-# less 100% Friction Force= - 545.9 lbs Shear Force @ this height = 805.1 Ibs 659.5lbs Added Force Req'd = 0.0 Ibs OK Shear..... Actual = 6.71 psi 9.16 psi ....for 1.5 : 1 Stability = 0.0 Ibs OK Shear..... Allowable = 107.52 psi 107.52 psi Footing Design Results Rebar Lap Required = 14.80 in 14.80 in Toe eel Rebar embedment into footing = 6.00 in Factored Pressure = 3,759 O. psf Other Acceptable Sizes & Spacings: Mu': Upward = 28 0 ft-# Toe: None Spec'd -or- Mu': Downward = 8 12 ft-# Heel: None Spec'd -or- Mu: Design = 21 12 ft-# Key: -or- Actual 1 -Way Shear = 4.09 2.15 psi Allow 1 -Way Shear = 107.52 107.52 psi Title : Job # o J' Dsgnr: Date: 3:45PM, 31 JUL 09 Description Scope : Code Ref: ACI 318-02,1997 UBC, 2003 IBC, 2003 NFPA 5000 Rev: 580021 User K1N-06034s2•Ver5.8.a,15 -Jun -2007 Restrained Retaining Wall Design Page 2 . (c) 1983 -2007 ENERCALC Engineering Software ssCalefacltV.ecw SITE DESIGN Description typ 12" pit wall - static load Summary of Forces on Footing: Slab is NOT resisting sliding, stem is PINNED at footing Top Support Height = 3.75 ft Slope Behind Wall = 0.00: 1 Height of Soil over Toe = 45.00 in Soil Density = 110.00 pcf Allow Soil Bearing = 5,333.0 psf Equivalent Fluid Pressure Method Heel Active Pressure = 35.0 Toe Active Pressure = 0.0 Passive Pressure = 315.0 FootingllSoil Friction = 0.420 Soil height to ignore for passive pressure = 0.00 in Footing Strengths & Dimensions fc = 4,000 psi Fy = 60,000 psi Min. As % = 0.0014 Toe Width = 0.13 ft Heel Width = 1.13 Total Footing Width = 1.25 Footing Thickness = 10.00 in Key Width = 0.00 in Key Depth = 0.00 in Key Distance from Toe = 0.00 ft Wind on Stem = 0.0 psf Cover @Top = 2.00 to @ Btm.= 3.00 in Surcharge Loads Uniform Lateral Load Applied to Stem Adjacent Footing Load Surcharge Over Heel = 0.0 psf -Used To Resist Sliding & Overturning Lateral Load = 319.0 #/ft Adjacent Footing Load = 0.0 Ibs Surcharge Over Toe = 0 psf Height to Top = 2.67 ft ... Height to Bottom = 2.67 ft Footing Width = Eccentricity = 0.00 ft 0.00 in NOT Used for Sliding &Overturnin g Wall to Ftg CL Dist = 0.00 ft Axial Load Applied to Stem Footing Type Line Base Above /Below Soil Axial Dead Load = 0.0 Ibs at Back of Wall = 0.0 ft Axial Live Load = 0.0 Ibs Axial Load Eccentricity = 0.0 in Design Summary Concrete Stem Construction Total Bearing Load = 1,268 Ibs Thickness = 12.00 in Fy = 60,000 psi ...resultant ecc. = 2.93 in Wall Weight = 145.0 pcf fc = 4,000 psi Soil Pressure @ Toe = 2,223 psf OK Stem is FREE to rotate at top of footing Soil Pressure @ Heel = 0 psf OK Allowable = 5,333 psf Mmax Between Soil Pressure Less Than Allowable @ Top Support Top & Base @ Base of Wall ACI Factored @ Toe = ACI Factored @ Heel = 3,112 psf 0 psf Stem OK Stem OK Stem OK Footing Shear @ Toe = 3.5 psi OK Design height = Rebar Size = 3.75 ft 1.60 ft # 4 # 0.00 ft Footing Shear @ Heel = 1.6 psi OK Rebar Spacing = 4 18.00 in 18.00 in # 4 16.00 in Allowable = 107.5 psi Rebar Placed at = Edge Edge Center Reaction at Top = 364.7 Ibs Rebar Depth 'd' = 10.00 in 10.00 in 6.00 in Reaction at Bottom = 492.7 Ibs Design Data Sliding Stability Ratio = 7.80 OK fb/FB + fa/Fa = 0.024 0.065 0.000 Sliding Calcs Lateral Sliding Force = 492.7 Ibs Mu .... Actual = 139.8 ft-# 388.9 ft-# 0.0 ft-# less 100% Passive Force= - 3,308.6 Ibs Mn' Phi..... Allowable = 5,941.0 ft-# 5,941.0 ft-# 3,975.3 ft-# less 100% Friction Force= - 532.8 Ibs Shear Force @ this height = 446.3 Ibs 511.1 Ibs Added Force Req'd = 0.0 lbs OK Shear..... Actual = 3.72 psi 7.10 psi , ....for 1.5 : 1 Stability = 0.0 Ibs OK Shear..... Allowable = 107.52 psi 107.52 psi Footing Design Results Rebar Lap Required = 14.80 in 14.80 in Toe eel Rebar embedment into footing = 6.00 in Factored Pressure = 3,112 0 psf Other Acceptable Sizes & Spacings: Mu': Upward = 23 0 ft-# Toe: None Spec'd -or- Mu': Downward = 6 9 ft-# Heel: None Spec'd -or- Mu: Design = 18 9 ft-# Key: -or- Actual 1 -Way Shear = 3.51 1.56 psi Allow 1 -Way Shear = 107.52 107.52 psi Title : Job # Dsgnr: Date: 3:4513M, 31 JUL 09 Description Scope : ' Code Ref: ACI 318-02,1997 UBC, 2003 IBC, 2003 NFPA 5000 1 Rev. 580021 34 Page 2 User. KW-06092, Ver5.8.0, 15-Jun -2007 Restrained Retaining Wall Design g (cj1983 -2007 ENERCALC Engineering Software sscalefaclty.ecwSITE DESIGN 1 Description typ 12" pit wall - incl. seismic load Summary of Forces on Footing : Slab is NOT resisting sliding, stem_ is PINNED at footing Title : Job # '5-117- Dsgnr: Date: 3:45PM, 31 JUL 09 Description 'Scope: Code Ref: ACI 318-02,1997 UBC, 2003 IBC, 2003 NFPA 5000 ' Rev: 580021 (R Berl (W-0603492,Ver5.8.0,15Jun2007 Cantilevered Retaining Wall Design Page 1 (c)1983 -2007 ENERCALC Engineering Software sscalefacity.ecw. SITE DESIGN Description 12" wall - static load prior to slab -on -grade install (50 psf surcharge behind wall since geotech requires hand - operated compaction within 3 ft) Criteria LLJ Retained Height = 6.17 ft Wall height above soil = 0.60 ft Slope Behind Wall = 0.00: 1 Height of Soil over Toe = 45.00 in Soil Density = 120.00 pcf Wind on Stem = 0.0 psf Surcharge Loads Design Summary Total Bearing Load = 2,644 Ibs ...resultant ecc. = 7.28 in Soil Data ' T Allow Soil Bearing = 4,000.0 psf Equivalent Fluid Pressure Method Heel Active Pressure = 35.0 Toe Active Pressure = 0.0 Passive Pressure = 350.0 Water height over heel = 0.0 It FootingllSoil Friction = 0.420 Soil height to ignore for passive pressure = 0.00 in Soil Pressure @ Toe = 3,398 psf OK Soil Pressure @ Heel = 0 psf OK Allowable = 4,000 psf Soil Pressure Less Than Allowable ACI Factored @ Toe = 3,745 psf ACI Factored @ Heel = 0 psf Footing Shear @ Toe = 0.0 psi OK Footing Shear @ Heel = 24.7 psi OK Allowable = 107.5 psi Wall Stability Ratios Overturning = 1.58 OK Sliding = 4.98 (Vertical Sliding Calcs (Vertical Component Used) Lateral Sliding Force = 960.4 Ibs less 100% Passive Force= - 3,676.2 Ibs less 100% Friction Force= - 1,110.3 Ibs Added Force Req'd = 0.0 Ibs OK ....for 1.5: 1 Stability = 0.0 Ibs OK Footing Design Results Toe Heel Factored Pressure = 3,745 0 psf Mu': Upward = 418 0 ft-# Mu': Downward = 101 1,078 ft-# Mu: Design = 317 1,078 ft-# Actual 1 -Way Shear = 0.00 24.73 psi Allow 1 -Way Shear = 107.52 107.52 psi Toe Reinforcing = None Spec'd Heel Reinforcing = # 4 @ 18.00 in Key Reinforcing = None Spec'd Surcharge Over Heel = 50.0 psi Used To Resist Sliding & Overturning I Stem Construction ' ' T Design height f ft= Wall Material Above "Ht" _ _ Thickness = = Rebar Size = = Rebar Spacing = = Rebar Placed at = = Design Data fb /FB + fa /Fa = = Total Force @ Section I Ibs = Moment.... Actual f ft-# _ Moment..... Allowable = = Shear..... Actual p psi = Shear..... Allowable p psi = Surcharge Over Heel = 50.0 psi Used To Resist Sliding & Overturning I Stem Construction ' ' T Design height f ft= Wall Material Above "Ht" _ _ Thickness = = Rebar Size = = Rebar Spacing = = Rebar Placed at = = Design Data fb /FB + fa /Fa = = Total Force @ Section I Ibs = Moment.... Actual f ft-# _ Moment..... Allowable = = Shear..... Actual p psi = Shear..... Allowable p psi = Other Acceptable Sizes & Spacings Toe: Heel: Key: op Stem Footing Strengths & Dimensions rc = 4,000 psi Fy = 60,000 psi Min. As % = 0.0014 Toe Width = 0.50 It Heel Width = 1.75 Total Footing Width = Footing Thickness Thickness = 10.00 in Key Width = 0.00 in Key Depth = 0.00 in Key Distance from Toe = 0.50 ft Stem OK 0.00 Concrete 12.00 # 4 18.00 Edge 0.460 1,285.5 2,801.2 6,091.0 10.5 107.5 14.80 6.00 145.0 10.25 4,000.0 60,000.0 Cover @ Top = 3.00 in @ Btm.= 3.00 in Surcharge Over Toe = 0.0 psf NOT Used for Sliding & Overturning Stem OK 0.00 Concrete 12.00 # 4 18.00 Edge 0.460 1,285.5 2,801.2 6,091.0 10.5 107.5 14.80 6.00 145.0 10.25 4,000.0 60,000.0 Cover @ Top = 3.00 in @ Btm.= 3.00 in Surcharge Over Toe = 0.0 psf NOT Used for Sliding & Overturning Title : Job # Dsgnr: Date: 3:45PM, 31 JUL 09 Description Scope : ' Code Ref: ACI 318-02,1997 UBC, 2003 IBC, 2003 NFPA 5000 Rev. 580021 Page 2 User. KW-0603492, Ver5.8.0, 15-Jun-2007 Cantilevered Retaining Wall Design g ' (c)1983 -2007 ENERCALC Engineering Software sscalefacity.eLw. SITE DESIGN Description 12" wall - static load prior to slab -on -grade install (50 psf surcharge behind wall since geotech requires hand - operated compaction within 3 ft) Summaa of Overturning & Resisting Forces & Moments , .....OVERTURNING..... .....RESISTING..... Force Distance Moment Force Distance Moment , Item Ibs ft ft-# Ibs ft ft-# Heel Active Pressure = 960.4 2.46 2,361.3 Soil Over Heel = 555.3 1.88 1,041.2 Toe Active Pressure = Surcharge Over Toe = Adjacent Footing Load = Added Lateral Load = Load @ Stem Above Soil = SeismicLoad = Total = 960.4 O.T.M. = 2,361.3 Resisting /Overturning Ratio = 1.58 Vertical Loads used for Soil Pressure = 2,643.6 Ibs Vertical component of active pressure used for soil pressure Sloped Soil Over Heel Surcharge Over Heel = 37.5 1.88 70.3 Adjacent Footing Load = Axial Dead Load on Stem = 0.00 Soil Over Toe = 225.0 0.25 56.3 Surcharge Over Toe = Stem Weight(s) = 981.7 1.00 981.7 , Earth @ Stem Transitions= Footing Weight = 281.2 1.13 316.4 Key Weight = 0.50 Vert. Component = 562.9 2.25 ' 1,266.5 Total = 2,643.6 Ibs R.M.= 3,732.3 � Title : Job # C) S Dsgnr. Date: 3.45PM, 31 JUL 09 Description Scope: Code Ref: ACI 318-02,1997 UBC, 2003 IBC, 2003 NFPA 5000 Rev; 580021 User: 15JungSoft Restrained Retaining Wall Design Page 2 3- 207ENE,Ver5.8,n (c)1983 -2007 ENERCALC Engineering Software sscalefadty.ecw.SITE DESIGN ' Description 12" pit wall - guardrail post impact load; stem design only: distribute force over 4' wall length , Summary of Forces on Footing: Slab is NOT providing sliding, stem is FIXED at footing Forces acting on footing for sliding & soil pressure.... Sliding Forces Load & Moment Summary For Footing : For Soil Pressure Calcs Stem Shear @ Top of Footing = - 1,524.9 Ibs Moment @ Top of Footing Applied from Stem = - 2,380.9 ft-# Heel Active Pressure = -252.8 Sliding Force = 1,777.7 lbs Surcharge Over Heel = 187.5 Ibs 1.88ft 351.6ft -# Axial Dead Load on Stem = Ibs ft ft-# Net Moment Used For Soil Pressure Calculations Soil Over Toe = 250.0 Ibs 0.25 ft 62.5ft -# 2,154.5 ft-# Surcharge Over Toe = Ibs ft ft-# Stem Weight = 894.1 Ibs 1.00 ft 894.1 ft-# Soil Over Heel = 554.9lbs 1.88ft 1,040.5ft -# Footing Weight = 271.9lbs 1.13ft 305.9ft -# ' Total Vertical Force = 2,158.4 Ibs Base Moment = 273.6ft -# ' Title : Job # S Dsgnr: Date: 3:45PM, 31 JUL 09 l Description Scope Code Ref: ACI 318-02,1997 UBC, 2003 IBC, 2003 NFPA 5000 Rev: 580021 User. KW- 0603492,Ver 5.8.0,15- Jun -2007 Restrained Retaining Wall Design Page 1 ' (c)1983 -2007 ENERCALC Engineering Software sscaleraGty.ecw.SITE DESIGN Description 12" pit wall - guardrail post impact load; footing design only: distribute force over 12' wall length Criteria Soil Data Footing Strengths & Dimensions fc = 4,000 psi FY = 60,000 psi Min. As % = 0.0014 Toe Width = 0.50 ft Heel Width = 1.75 Total Footing Width = 2.25 Footing Thickness = 10.00 in Key Width = 0.00 in Key Depth = 0.00 in Key Distance from Toe = 0.00 ft Wind on Stem = 0.0 psf Cover @Top = 2.00 In @ Btm.= 3.00 In Surcharge Loads Uniform Lateral Load Applied to Stem Adjacent Footing Load Surcharge Over Heel = 250.0 psf Lateral Load = 833.0 #/ft Adjacent Footing Load = 0.0 Ibs -Used To Resist Sliding & Overturning _..Height to Top = 6.67 ft Footing Width = 0.00 ft Surcharge Over Toe = 0.0 psf ..,Height to Bottom = 5.67 ft Eccentricity = 0.00 in NOT Used for Sliding & Overturning Wall to Ftg CL Dist = 0.00 ft Axial Load Applied to Stem Footing Type Line Base Above /Below Soil Axial Dead Load = 0.0 Ibs at Back of Wall = 0.0 ft Axial Live Load = 0.0 Ibs Axial Load Eccentricity = 0.0 in Design Summary Concrete Stem Construction Total Bearing Load = 2,158 Ibs Thickness = 12.00 in Fy = 60,000 psi ...resultant ecc. = 1.92 in Wall Weight = 145.0 pd fc = 4,000 psi Soil Pressure @ Toe = 1,369 psf OK Stem is FIXED to top of footing Soil Pressure @ Heel = 549 psf OK Allowable = 4,000 psf Mmax Between Soil Pressure Less Than Allowable @ Top Support Top & Base @ Base of Wall ACI Factored @ Toe = ACI Factored @ Heel = 1,917 psf 769 psf Stem OK Stem OK Stem OK Design height = 4.00 ft 0.00 ft 0.00 ft Footing Shear @ Toe = 5.9 psi OK Rebar Size = # 5 # 5 # 5 Footing Shear @ Heel = 13.6 psi OK Rebar Spacing = 16.00 in 16.00 in 16.00 in Allowable = 107.5 psi Rebar Placed at = Edge Edge Edge Reaction at Top = 2,116.4 lbs Rebar Depth 'd' = 10.00 in 10.00 in 10.00 in Reaction at Bottom = 421.2 Ibs Design Data Sliding Stability Ratio = 12.54 OK fb /FB + fa/Fa = 0.337 0.095 0.095 Sliding Calcs Lateral Sliding Force = 421.21bs Mu ... Actual = 3,464.5 ft-# 972.7 ft-# 972.7 ft-# less 100% Passive Force= - 4,375.0 Ibs Mn' Phi..... Allowable = 10,283.1 ft-# 10,283.1 ft-# 10,283.1 ft-# less 100% Friction Force= - 906.5 Ibs Shear Force @ this height = 1,773.6 Ibs 286.3 Ibs Added Force Req'd = 0.0 Ibs OK Shear..... Actual = 14.78 psi 2.39 psi ....for 1.5 : 1 Stability = 0.0 Ibs OK Shear..... Allowable = 107.52 psi 107.52 psi Footing Design Results Rebar Lap Required = 18.50 in 18.50 in Toe eel Rebar embedment into footing = 6.00 in Factored Pressure = 1,917 769 psf Other Acceptable Sizes & Spacings: Mu': Upward = 229 0 ft-# Toe: None Spec'd -or- Mu': Downward = 109 439 ft-# Heel: None Spec'd -or- Mu: Design = 120 439 ft-# Key: -or- Actual 1 -Way Shear = 5.86 13.63 psi Allow 1 -Way Shear = 107.52 107.52 psi Title: Job # Dsgnr: Date: 3:45PM, 31 JUL 09 Description Scope : Code Ref: ACI 318-02,1997 UBC, 2003 IBC, 2003 NFPA 5000 Rev: 580021 User.KW-0603492,Ver5.8.0.15- Jun -2007 Restrained Retaining Wall Design Page 2 , (c)1983 -2007 ENERCALC Engineering Software sscaleraGty.ecw SITE DESIGN Description 12" pit wall - guardrail post impact load; footing design only: distribute force over 12' wall length ' User. KW-0603492, Ver (c)1983 -2007 ENERM Description ineering Software typ guardrail post Title Job # 5-is Dsgnr: Date: 3:45PM, 31 JUL 09 Description Scope : Steel Beam Design Page 1 iITE DESIGN Oumrnary 1111 ' General Information Code Ref: AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Steel Section: W6X16 Fy = 50.Oksi, Left Cant. = O.00ft, Right Cant. = 2.33ft FY 50.00ksi ' Center Span 1.50 ft Pinned- Pinned Load Duration Factor 1.00 Elastic Modulus 29,000.0 ksi Left Cant. 0.00 ft LL & ST Act Together Right Cant 2.33 ft Allowable Lu : Unbraced Length 2.33 ft Moment 23.300 k -ft 28.050 k -ft Max. Deflection 0.128 in POlnt Loads Note! Short Term Loads Are WIND Loads. 27.412 ksi #1 #2 #3 #4 #5 #6 #7 Dead Load fb / Fb k Live Load k Short Term 10.000 k Length /(DL +LL Defl) 437.4: 1 Location 3.830 ft Oumrnary 1111 Beam OK Short Term Load Case Governs Stress Using: W6X16 section, Span = 1.50ft, Fy = 50.Oksi, Left Cant. = O.00ft, Right Cant. = 2.33ft End Fixity = Pinned- Pinned, Lu = 2.33ft, LDF = 1.000 Actual Allowable Moment 23.300 k -ft 28.050 k -ft Max. Deflection 0.128 in fb : Bending Stress 27.412 ksi 33.000 ksi Length /DL Defl 0.0 :1 fb / Fb 0.831 : 1 Length /(DL +LL Defl) 437.4: 1 Shear 15.533 k 32.656 k fv : Shear Stress 9.513 ksi 20.000 ksi I fv / Fv 0.476 :1 Force & Stress Summary ' <<- These columns are Dead + Live Load placed as noted ->> DL LL LL +ST LL LL +ST Maximum Only 0 Center SED Center Cants Cants Max. M + 23.30 k -ft Max. M - k -ft -23.30 k -ft Max. M @ Left k -ft Max. M @ Right -23.30 k -ft Shear @ Left 15.53 k 15.53 k ' Shear @ Right 15.53 k 15.53 k Center Defl. 0.006 in 0.000 0.000 0.000 0.000 0.006 in Left Cant Defl 0.000 in 0.000 0.000 0.000 0.000 0.000 in ' Right Cant Defl 0.128 in ...Query Defl @ 0.000 ft 0.000 0.000 0.000 0.000 0.000 0.000 0.000 -0.128 in 0.000 0.000 in Reaction @ Left -15.53 -15.53 k Reaction @ Rt 25.53 25.53 k Fa caldd per Eq. E2 -1, K'Ur < Cc I Beam Passes Table 135. 1, Fb per Eq. F1 -1, Fb = 0.66 Fy Section Properties W6X16 Depth 6.280 in Weight 16.10 #/ft Web Thick 0.260 in Ixx 32.100 in4 Width 4.030 in lyy 4.430 in4 Flange Thick 0.405 in Sxx 10.200 in3 ' Area 4.74 in2 Syy 2.200 in3 Rt 1.080 in R -xx 2.600 in Values for LRFD Design.... R -yy 0.967 in ' J 0.220 in4 Zx 11.700 in3 Cw 38.20 in6 ZY 3.390 in3 K 0.655 in Title : Dsgnr: Description Scope : User: xw-0603492, Ver5.8.0, 15-Jun -2007 Steel Beam Design (c)1983.2007 ENERMC Engineering Software Description cant grating supports Job# Date: 3:45PM, 31 JUL 09 Page 1 ' alefadty.ecw SITE DESIGN General Information Code Ref: AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Steel Section : C8X11.5 Fy 36.00ksi Static Load Case Governs Stress Using: C8X11.5 section, Span = 5.0011, Fy = 36.Oksi Fixed -Free Load Duration Factor 1.00 Center Span 5.00 It Bm Wt. Added to Loads Elastic Modulus 29,000.0 ksi Left Cant. 0.00 ft LL & ST Act Together Right Cant 0.00 ft (a. Center Lu : Unbraced Length 5.00 It 14.652 k -ft Distributed Loads -0.051 in Note! Short Term Loads Are WIND Loads. #1 #2 #3 #4 #5 #6 #7 DL 0.045 -0.71 k/ft LL 0.300 k/ft ST 2,350.4: 1 k/ft Start Location ft End Location 14.400 ksi ft summary Beam OK Static Load Case Governs Stress Using: C8X11.5 section, Span = 5.0011, Fy = 36.Oksi «- These columns are Dead + Live Load placed as noted ->> DL End Fixity = Fixed -Free, Lu = 5.00ft, LDF = 1.000 LL +ST LL LL +ST Actual Allowable (a. Center IcD Center Moment 4.456 k -ft 14.652 k -ft Max. Deflection -0.051 in lb : Bending Stress 6.568 ksi 21.600 ksi Length /DL Defl 14,841.9 :1 fb / Fb 0.304 : 1 -0.71 -4.46 k -ft Length/(DL +LL Defl) 2,350.4: 1 Shear 1.782 k 25.344 k k -ft fv : Shear Stress 1.013 ksi 14.400 ksi fv / Fv 0.070 : 1 k -ft Shear @ Left 1.78 k 0.28 Force & Stress Summary «- These columns are Dead + Live Load placed as noted ->> DL LL LL +ST LL LL +ST Maximum Only (a. Center IcD Center Cants Cants Max. M + 4.46 k -ft k -ft Max. M - -0.71 -4.46 k -ft Max. M @ Left k -ft Max. M @ Right k -ft Shear @ Left 1.78 k 0.28 1.78 k Shear @ Right k k Center Defl. -0.051 in -0.008 -0.051 -0.051 0.000 0.000 in Left Cant Defl 0.000 in 0.000 0.000 0.000 0.000 0.000 in Right Cant Defl 0.000 in 0.000 0.000 0.000 0.000 0.000 in ...Query Defl @ 0.000 ft 0.000 0.000 0.000 0.000 0.000 in Reaction @ Left 1.78 0.28 1.78 1.78 k Reaction @ Rt k Fa caldd per Eq. E2 -2, K *Ur > Cc I Beam, Major Axis, Fb per Eq. F1 -8, Fb = 12.000 Cb Af / (I ' d) Title : Job # Dsgnr: Date: 3:45PM, 31 JUL 09 Description 'Scope: Rev: 580007 User: KW- 0603492, Ver 5.8.0, 15- Jun -2007 Steel Beam Design Page 1 ic)1983 -2007 ENERCALC Engineering Software sscalefac ty.ecw SITE DESIGN ' Description grating cross - support 'General Information Code Ref: AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Steel Section: C8X11.5 Fy 36.00ksi ' Center Span Pinned - Pinned 6.25 ft Bm W. Added to Loads Load Duration Factor 1.00 Elastic Modulus 29,000.0 ksi Left Cant. 0.00 ft LL & ST Act Together Right Cant 0.00 ft Lu : Unbraced Length 6.25 ft ' Distributed Loads Note! Short Term Loads Are WIND Loads. #1 #2 #3 #4 #5 #6 #7 DL 0.030 k/ft LL 0.200 k/ft ' ST k/ft Start Location ft End Location ft ' Summary Beam OK Static Load Case Governs Stress Using: C8X11.5 section, Span = 6.25ft, Fy = 36.Oksi End Fixity = Pinned - Pinned, Lu = 6.25ft, LDF = 1.000 Actual Allowable Moment 1.179 k -ft 11.958 k -ft Max. Deflection -0.009 in lb : Bending Stress 1.738 ksi 17.628 ksi Length /DL Defl 49,677.5 :1 fb / Fb 0.099 : 1 Length /(DL +LL Defl) 8,527.7: 1 Shear 0.755 k 25.344 k ' fv : Shear Stress 0.429 ksi 14.400 ksi fv / Fv 0.030 :1 ' Force & Stress Summary <<- These columns are Dead +Live Load placed as noted -» DL LL LL +ST LL LL +ST ' Maximum Max. M + 1.18 k -ft Only 0.20 Center (a Center 1.18 Cants Cants k -ft Max. M - k -ft Max. M @ Left k -ft Max. M @ Right k -ft Shear @ Left 0.75 k 0.13 0.75 k Shear @ Right 0.75 k 0.13 0.75 k Center Defl. -0.009 in -0.002 -0.009 -0.009 0.000 0.000 in Left Cant Defl 0.000 in 0.000 0.000 0.000 0.000 0.000 in ' Right Cant Defl 0.000 in 0.000 0.000 0.000 0.000 0.000 in ...Query Defl @ 0.000 It 0.000 0.000 0.000 0.000 0.000 in Reaction @ Left 0.75 0.13 0.75 0.75 k Reaction @ Rt 0.75 0.13 0.75 0.75 k Fa calc'd per Eq. E2 -2, K'Ur > Cc I Beam, Major Axis, Fb per Eq. F1 -8, Fb = 12.000 Cb Af / (I ' d) City ®f Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director X12 CK Humphreys KPFF Consulting Engineers 101 Stewart St, Ste 400 Seattle, WA 98101 RE: Request for Extensions Permit Numbers D09 -164, D09 -166, & EL09 -0499 Bow Lake —18800 Orillia Rd Mr. Humphreys, This letter is in response to your written request for an extension to Permit Numbers D09 -164, D09 -166, and EL09 -0499. 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 the permits an additional 180 days as listed below: D09 -164 through March 4, 2013 (Extension #1) D09 -166 through March 4, 2013 (Extension #1) EL09 -0499 through March 27, 2013 (Extension #4) Please note that the other permits listed in your request are not eligible for extension at this time. When the expiration date is approaching for any permit, a notice /letter is mailed notifying the contact person, in this case Tom Creegan, of the upcoming expiration date. At this time a request for extension can be submitted and considered by the Building Official. If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, enn a Mar hall t echn cian File: Permit No. EL09 -0498, EL09 -0499, & EL09 -0500 W APermit Center\Extension Letters\Permits\2009\EL09 -0499 Permit Extension 93.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax. 206 -431 -3665 i • • Bill Rambo From: CK Humphreys <chumphreys @kpffspd.com> Sent: Thursday, August 16, 2012 1:29 PM To: Bill Rambo Subject: Re: Bow Lake Permit Extensions Mr. Rambo, I am writing to request that the following permits be extended as needed to ensure that none of them expire. 1. D09 -162 — 10 -24 -12 2. CD09- 16.4._- _09- 05 -12; 3. -_D09 -1.66 -- 09- 05 -12„ 4. D09 -167 — 09 -17 -12 5. EL09 -0497 — 12 -25 -12 6. EL09 -0498 — 01 -09 -13 7.' -EL09 -0499 --09-28-42:a, ���2'��13 +4 8. EL09 -0500 — 09 -28 -12 9. L08 -036 — Land Use Permit 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 chumphreys(c- kpffspd.com Dear Mr. Humpyreys, O,/oO z&� 7. ISo 4�1? 1 RECEIVED C" OF TUKWILa AUG 16 2012 PSRW CENTEP 08 -01 -2012 • • City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director TOM CREEGAN 201 S JACKSON ST, STE 701 SEATTLE WA 98104 RE: Permit No. D09 -164 BOW LAKE - SCALE HOUSE 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 09/05/2012. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206 -431 -2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 09/05/2012, 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. Sincerely, klaJ4 309 -164 6300 Southcenter Boulevard, Suite #100 - Tukwila, Washington 98188- Phone 206-431-3670* Fax 206-431 -3665 City of Tukwila Department of Community Development TOM CREEGAN 201 S JACKSON ST, STE 701 SEATTLE WA 98104 RE: Permit No. D09 -164 BOW LAKE - SCALE HOUSE 18800 ORILLIA RD S TUKW Dear Permit Holder: Jim Haggerton, Mayor 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 03/09/2012. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 03/09/2012, 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. Sincerely, dJen 'fer Marshall e it Technician File: Permit File No. D09 -164 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax. 206 - 431 -3665 • L-1 City ®f Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director February 27, 2012 CK Humphreys KPFF Consulting Engineers Special Projects Division (SPD) 101 Stewart Street, Ste 400 Seattle, WA 98101 RE: Request for Extensions: D09 -162, D09 -164, D09 -166, D09 -167 Bow Lake Transfer Station —18800 Orillia Rd S Mr. Humphreys, This letter is in response to your written request for permit extensions. The Building Official has reviewed your letter and considered your request to extend the Bow Lake Transfer Station Project Permits. This letter addresses the following Permit Numbers: D09 -162, D09 -164, D09 -166, and D09 -167 as they are the current permits due for expiration/extension. The City of Tukwila Building Division will be extending each of the above permits an additional 180 days from the date of their expiration. As a result permit numbers D09 -164, D09 -166, and D09 -167 are extended through September 5, 2012 and permit number D09 -162 is extended through September 17, 2012. Let it be noted that permit extensions are the responsibility of the permit holder. If inspections are not conducted and the expiration date is nearing, you will again receive reminder letters in the mail for each of the permits. If these notifications are not responded or an inspection is not conducted, the permits will expire and new application/permits will be required to continue the work. If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, cc: Tom Creegan File: D09 -162, D09 -164, D09 -166, D09 -167 WAPennit Center\Extension Letters\Pennits\2009\Bow Lake Pennit Extension 2012- 02- 27.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax. 206 - 431 -3665 R: B w L k T kwil rmi • e o a e u a Permits CK Humphreys [chumphreys @kpffspd.com] Sent: Friday, February 24, 2012 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 06 -02 -12 2. D09 -162 03 -21 -12 3. D09 -164 03 -09 -12 4. D09 -165 07 -06 -12 5. D09 -166 03 -09 -12 6: D09 -167 03 -09 -12 7. D11 -011 07 -23 -12 8. D11 -012 07 -23 -12 9. D11 -013 07 -23 -12 10. EL09 -0497 06 -02 -12 11. EL09 -0498 04 -02 -12 12. EL09 -0499 04 -02 -12 13. EL09 -0500 04 -02 -12 14. M09 -103 05 -13 -12 15. PG09 -095 04 -28 -12 16. PG09 -097 07 -06 -12 ,Rz*—Ui -.Wo iOre14 U 17 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 rep with confirmation.. Thank you, t'� GB C C�:�1vt CK Humphreys ✓r���u� �� ��!�% '�✓ CK Humphreys Associate ` KPFF Consulting Engineers Special Projects Division (SPD) 101 Stewart St, Ste 400 Seattle, Washington 98101 M: (206) 226 -8740 chumphreys @kpffspd.com Ito e �IZ, From: "Bill Rambo" <Bill.Rambo @TukwilaWA.gov> To: "CK Humphreys" <chumphreys @kpffspd.com> Cc: "Brenda Holt" <Brenda.Holt @TukwilaWA.gov >, "Bob Benedicto" <Bob. Benedicto @TukwilaWA.gov> Sent: Wednesday, December 14, 2011 9:57:27 AM Subject: RE: Bow Lake Tukwila Permits Dear Mr. Humphreys, m OMOFTUMLA FED; 2.3 2012.1 pUNIT CENTER https: / /webmail.tukwilawa.gov /owa/ ?ae= Item& t= IPM.Note &id= RgAAAACLODHcxUig... 02/24/2012 1] Jennifer Marshall From: Bob Benedicto Sent: Tuesday, September 27, 201110:08 AM To: Jennifer Marshall Subject: Bow Lake Transfer Station permits Due to a change in circumstances, Please un- expire the following permits and extend for 180 days. D09 -164 Scale house D09 -166 Art Work support D09 -167 Demo of existing transfer station The following permits remain expired And will need new applications: PG09 -096 Scale house M09 -104 Scale house M09 -105 Recycling shed. I* 4� No I 04M � L' U 0 0 City of Tukwila Department of Community Development September 19, 2011 Tom Creegan King County 201 S Jackson Street, Ste 701 Seattle, WA 98104 RE: Bow Lake Transfer Station —18800 Orillia Rd S Dear Mr. Creegan, Jim Haggerton, Mayor Jack Pace, Director I regret to inform you that due to the lack of response regarding the permit expiration notice letters mailed on August 1, 2011 the following permits have expired: D09 -164 — Scale House M09 -104 — Scale House D09 -166 — Artwork M09 -105 — Recycling Building D09 -167 — Demolition PG09 -096 — Scale House As stated on the notice letter if a permit expires and the applicant wishes to proceed with the work a new permit application, plans, specifications, and associated fees must be submitted. Per City of Tukwila Ordinance 2295 if the permit is reapplied for within a year of the expiration date (which was September 12, 2011 for each of these) the fee shall be one -half the amount required for a new permit, excluding the plan review fee. Renewals after one year of expiration will require full plan review as well as full permit fees. If the work previously permitted under these permits is still going to be pursued, you must submit an application form as well as two sets of clean (meaning no stamps or redlines) plans for each permit. After a cursory review by the Building Department to verify no changes have been made to the plans which would require a full plan review, you will be notified that the permits are ready to go as well as the balance that will need to be paid prior to issuance. If you have any questions, you can contact me at the Permit Center at (206) 431 -3670. WAPermit Center\Extension Letters\Bow Lake Expired Permits.doc 6300 Southcenter Boulevard, Suite #100 9 Tukwila, Washington 98188 - Phone: 206 - 431 -3670 - Fax. 206 - 431 -3665 08 -01 -2011 City of Tukwila Department of Community Development TOM CREEGAN 201 S JACKSON ST, STE 701 SEATTLE WA 98104 RE: Permit No. D09 -164 18800 ORILLIA RD S TUKW Dear Permit Holder: Jim Haggerton, Mayor 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 09/12/2011. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period, , provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and /or receive an extension prior to 09/12/2011, 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. Sincerely, —�J� --- "- Bill Rambo Permit Technician File: Permit File No. D09 -164 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director March 11, 2011 Tom Creegan King County Solid Waste Division 201 S Jackson Street, Ste 701 Seattle, WA 98104 -3855 RE: Request for Extensions Bow Lake Transfer Station —18800 Orillia Rd S Dear Mr. Creegan, This letter is in response to your written request for an extension to the following nine Permit Numbers: D09 -162, D09 -164, D09 -166, D09 -167, M09 -103, M09 -104, M09 -105, PG09 -095, and PG09 -096. The Building Official has reviewed your letter and considered your request to extend the above referenced permits. The City of Tukwila Building Division will be extending your permits an additional 180 days from the date of expiration, through September 12, 2011. It is understood that this project will be continuing through 2013, but due to the International Building Code the maximum extension that can be granted is 180 days. Each inspection conducted will automatically extend the permit. If inspections are not conducted and the expiration date is nearing, you will receive again reminder letters in the mail. If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, File: D09 -162, D09 -164, D09 -166, D09 -167, M09 -103, M09 -105, PG09 -095 and PG09 -096 W:,Permit Center\Extension LettersTermits\20091Bow Lake Permit Extension.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax. 206 - 431 -3665 .King County Solid Waste Division Department of Natural Resources and Parks King Street Center 201 South Jackson Street,.Suite 701 Seattle, WA 98104 -3855 206 - 296 -6542 Fax 206 - 296 -0197 TTY Relay: 711 March 3, 2011 Bill Rambo City of Tukwila Dept. of Community Development 6300 Southcenter Blvd., #100 Tukwila, WA 98188 Dear Mr. Rambo: SID SOS *e 1 The purpose of this letter is to request extensions for permits for the Bow Lake Recycling and Transfer Station project. The King County Solid Waste Division recently received written notices that the followiniz hermits will expire on March 16, 2011: Permit No. D09 -162 Permit No. D09 -166 Permit No. PG09 -095 Permit No. D09 -164 Permit No. D09 -167 Permit No. PG09 -096 k I 0;�I[Lel II L�f kA Permit No. M09 -103 Permit No. M09 -104 Permit No. M09 -105 Construction of the project is ongoing and will continue until the end of 2013: none of ttD09- permits are either abandoned or complete.. These permits and others (D09 -161, 09 -163 1 PG09 -097, EL09 -0497, EL09 -0498, EL09 -0499, and EL09 -0500) for the Site Facilities construction phase of the project will continue to be needed until that time. King County requests that all of these permits be extended appropriately to reflect the extended construction schedule. M Bill Rambo March 3, 2011 Page 2 Thank you for your assistance in this matter. Please contact me at 206 - 263 -6476 if you have any questions. Sincerely, Tom Creegan Project Manager TC:jb Rambo — CoTukwila — Site Facilities Permit Extension Req cc: Victor O. Okereke, Engineering Services Manager, Solid Waste Division (SWD) Neil Fujii, Managing Engineer, Engineering Services Section, SWD City of Tukwila Department of Community Development TOM CREEGAN 201 S JACKSON ST, STE 701 SEATTLE WA 98104 RE: Permit No. D09 -164 18800 ORILLIA RD S TUKW Dear Permit Holder: Jim Haggerton, Mayor 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 03/16/2011. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period, , provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and /or receive an extension prior to 03/16/2011, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File: Permit File No. D09 -164 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax. 206 - 431 -3665 • • City of Tukwila Jim Haggerton, Mayor Department o, f Community Development Jack Pace, Director 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, This letter is in response to your written request for an extension to the following Permit Application Numbers: D09 -161 D09 -166 EL09 -0499 M09 -105 D09 -162 D09 -167 EL09 -0500 PG09 -095 D09 -164 EL09 -0497 M09 -103 PG09 -096 D09 -165 EL09 -0498 M09 -104 PG09 -097 The Building Official has reviewed your letter and considered your request. It has been determined that the City of Tukwila will extend the permit applications expiration date an additional 90 days, through November 08, 2010. Please note that D09 -163 has not been extended due to the fact that this permit application was cancelled on May 05, 2010 per your request. If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, (Je fi fer Marshall r it Technician W:\Perrnit Center\Extension Letters\Applications\2009\Bow Lake Application Extension #2.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 s Fax: 206 - 431 -3665 • s King County Solid Waste Division Department of Natural Resources and Parks King Street Center 201 South 3ackson Street, Suite 701 Seattle, WA 98104 -3855 206 - 296 -6542 Fax 206 - 296 -0197 TTY Relay: 711 July 27, 2010 Bill Rambo Department of Community Development City of Tukwila 6300 Southcenter Blvd., #100 0 qd 4mll, 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. 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 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 Thank you for your assistance in this matter. If you have any questions, please contact me at 206 - 263 -6476. Sincerely, C-M _ ` EC6V� � gq�0 Tom Creegan 0 � � � i �,�I JUL 28 2010 Project Manager PERMIT CENTER Mer Rambo — Permit Application Renewals — Final 072710 cc: Victor O. Okereke, Engineering Services Manager, Solid Waste Division (SWD) Neil Fujii, Managing Engineer, SWD . ®'� & 07 -01 -2010 TOM CREEGAN 0 0 Qt y ukwila ®� T Jim Haggerton, Mayor Department ®, f Community Development 201 S JACKSON ST, STE 701 SEATTLE WA 98104 RE: Permit Application No. D09 -164 18800 ORILLIA RD S TUKW Dear Permit Applicant: Jack Pace, Director In reviewing our current application files, it appears that your permit applied for on 08/13/2009, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and /or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Your permit application will expire on 08/09/2010. If you still plan to pursue your project, a written request for extension of your application must be submitted to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit application. If it is determined that an extension is granted, your application will be extended for an addtional 90 days from the expiration date and you will be notified by mail. In the event that we do not receive your written request for extension or request was denied, your permit application will expire, become null and void and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, 11�— "- Bill Rambo Permit Technician 0 File: Permit File No. D09 -164 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax. 206 - 431 -3665 s • June 14, 2010 Jennifer Marshall City of Tukwila An SAIC Company Dept. of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, Washington 98188 CITY OF rUKMLA Subject: Full -Size Drawings Submittal for City of Tukwila Permits ` Uii 14 2010 Dear Ms. Marshall: 1'ERMIT CENTER Attached is a matrix listing the full size drawing submittals for the City of Tukwila Permits. 0o pies Date Permit No. Description 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 2 6/14/2010 D09 -165 1 full -size, wet - signed original, 1 copy of original 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, 1 copy of original 2 6/14/2010 EL09 -0497 1 full -size, wet - signed original, 1 copy of original 2 6/14/2010 EL09 -0498 I 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 v1 2 6/14/2010 EL09 -0500 1 full -size, wet - signed original, 1 copy of original 2 6/14/2010 PG09 -095 1 full -size, wet - signed original, 1 copy of original 2 6/14/2010 PG09 -096 1 full -size, wet - signed original, 1 copy of original 2 6/14/2010 PG09 -097 1 full -size, wet - signed original, 1 copy of original 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 001640 1 11- 00839 -20001 /5500 Marshall Transmittal 6- 14- 2010.docx D 09- 16y Ms. Jennifer Marshall June 14, 2010 Page 2 It has been a pleasure working with you. If you have any questions please feel free to call me at (206) 695 -4626 or email me at males @rwbeck.com Sincerely, R. W. BECK;WA- Margaret I —W 4 Ales Permit Coordinator MA/jld cc line T. Creegan, King County K. Hufnagel, R. W. Beck I. Sutton, R. W. Beck 001640 1 11 -00839- 20001/5500 Marshall Transmittal 6- 14- 2010.docx I February 3, 2010 -lr • City of Tukwila Jim Haggerton, Mayor Department o, f Community Development Jack Pace, Director Tom Creegan King County Solid Waste 201 South Jackson St Suite 701 Seattle, WA 98104 RE: Letter of Incomplete Application # 1 to Response to Correction Letter #1 Permit Numbers: D09-161,162,164,165; M09 -103 & M09 -104; PG09 -095, 096, & 097 Bow Lake —18800 Orillia Rd S Dear Mr. Creegan, This letter is to inform you that your responses to Correction Letter #1 received at the City of Tukwila Permit Center on January 28, 2010 is determined to be incomplete. Before your application can continue the plan review process the attached items from the following department needs to be addressed: Building Department: Dave Larson at 206 431 -3678 if you have any questions concerning the attached comments. Please address the comment above in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 431 -3670. Sincerely, ifer Marshall lit Technician Enclosures File: D09 -161, 162, 164, 165 M09 -103 & M09 -104 PG09 -095, 096, & 097 W:\Permit Center \Incomplete Letters\2009\1309 -161 Inc Ltr #I to Corr Ltr # 1.DOC 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 --'10 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 • 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 gned 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. To: Tom Creegan From: Ian Sutton and Margaret Ales An SAIC Company Subject: Bow Lake Recycling and Transfer Station Project Development Permit Application Number D09 -164 (Scale House) 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 -164 (Scale House) 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 cnro`�;uiMnLA JAN 2 8 2010 PERMIT CENTER Comment: The Structural Calculations package includes references to outdated codes. Please revise this package to current code and change references as necessary. Response: The results of the submitted calculations conform to 2006 IBC. Attachment C, Revised Calculations includes calculations pages 2.06, 3.26, 4.02, 4.03 and 5.02 through 5.20 updated to remove out -of -date code references. Comment: It would be helpful if you would highlight the page index to show the pages included in this submittal. Response: A highlighted page index is included in Attachment A, Revised Drawings. BD - 3 CORRECTION Comment: Who or what firm will be doing the geotechnical inspections? LTR# Response: HWA Geotechnical will be providing periodic inspection of the construction work as they have done for the Site Preparation construction contract. KPFF the County's construction manager will be coordinating with Shannon & Wilson, the City's oversight geotechnical consultant to keep them advised of the status of the geotechnical work and HWA's inspections. 001640 111- 00839 -20000 1 Response_D09- 164.doc ' if Pq 00, MEMORANDUM January 28, 2010 Page 2 BD -4 Comment: Where a route to the accessible entrance crosses a vehicular way, truncated domes need to be installed. I could not find these on the plans. Please add them as necessary or tell me where I can find them if they already exist. Response: Truncated domes are shown in plan on C134 and in detail on C139. These sheets relate to the site pavement striping and are included under Building Permit application D09 -161. BD -5 Comment: The insulation envelope was based on "other fuels ". The mechanical permit submitted for the scale house has proposed electric resistance heat. Please verify and revise plans as necessary. Energy code forms will need adjusting unless the heat source is changed to other fuels. Response:. The insulation envelope is revised to indicate "electric resistance heat ". The building envelope was revised to provide additional insulation in the attic area walls and roof assembly and additional insulation was added to the crawl space floor and wall assembly insulation. These changes have been noted on Drawings A321 and A331 which are included in Attachment A, Revised Drawings. The revised ENV -UA calculations are included as Attachment D, Revised NREC Forms (ENV -SUM & ENV -UA). BD -6 Comment: The rigid insulation installed on the inside walls of the under -floor space of the scale house will need to be covered by one of the options noted in section 2603.4.1.6 of the 2006 IBC if it is foam plastic. Please look at this code section and revise plan details as necessary. Response: The rigid insulation on the inside walls of the under -floor space has been changed to 'Rigid Insulation Type 6 - Glass- Fiber - Reinforced Polyisocyanurate Foam'. Specification Section 072100 has been revised to include this material, see Attachment B, Revised Specifications and Manufacturer's Specifications. Manufacturer's Data for the product specified has been included in Attachment B, Revised Specifications and Manufacturer's Specifications. IBC Section 2603 compliance is noted on the first page under the heading 'Code Compliances'. The change has been noted on Drawings A321 and A331 which are included in Attachment A, Revised Drawings. BD -7 Comment: The target UA column for the component performance method has different UA values for below grade opaque walls depending on weather the insulation is on the interior or exterior of the building. The below grade walls were included in the above grade wall section using a higher UA target. Please separate the above and below grade wall areas and plug them 001640 1 11- 00839 -20000 1 Response_D09- 164.doc 41 MEMORANDUM January 28, 2010 Page 3 into the appropriate space in the ENV -UA form. You did not need to fill out the Target Area Adjustment Calculations as the glazing area does not exceed the maximum allowed in table 13 -1. Response: The insulation envelope is revised to indicate "electric resistance heat ". The building envelope was revised to provide additional insulation in the attic area walls and roof assembly and additional insulation was added to the crawl space floor and wall assembly insulation. These changes have been noted on Drawings A321 and A331 which are included in Attachment A, Revised Drawings. The revised ENV -UA calculations are included as Attachment C, Revised Calculations. BD -8 Comment: On sheet S311 details A, B and C are noted to be found on page S313. They are not shown on this page. Please review all notes to be sure that pages references are correct. Response: Drawing cross - references have been updated and included in Attachment A, Revised Drawings. BD -9 Comment: Where will the footing drains terminate? Response: The footing drains terminate to the storm drain system as shown in drawing C099 and can be referenced in D09 -161. BD -10 Comment: There are floor drains under the scales and the scale house that were not shown with the plumbing permit application. Where do these drains terminate? Would oil sand separators be appropriate? They should be added to the plumbing permit application if they tie into the sanitary drainage system. Response: Floor drains in the crawl space of the scale house have been added to the plumbing drawings shown on drawing M301, see Attachment A, Revised Drawings. Drawing M301 was originally included in PG09 -096. Additionally, drawing S309 will be added to PG09 -096 to show the underscale slab drains, see Attachment A, Revised Drawings. Both of these drain to the site wastewater system which has been included under D09 -161 for the project. Drawings C099 (plan view), C104 (pipe profiles), and C126 (section cuts) are specific to the, site wastewater system in this area and can be referenced in D09 -161. BD -11 Comment: An 18 inch long vertical grab bar is required at the side of the toilet 39 to 41 inches above the floor and 39 to 41 inches out from the wall behind the toilet. Please add to the plans. 001640 1 11- 00839 -20000 1 Response_D09- 164.doc cg� MEMORANDUM January 28, 2010 Page 4 Response: The required grab bar has been added to Drawings A301 and A361 included in Attachment A, Revised Drawings. List of Attachments Attachment A - Revised Drawings Attachment B - Revised Specifications and Manufacturer's Specifications Attachment C - Revised Calculations Attachment D - Revised NREC Forms (ENV -SUM & ENV -UA) Attachment E - U -Value Calculations 001640 1 11- 00839 -20000 1 Response_D09- 164.doc El Permit Application Number D09 -164 • List of Revised Drawings New Sheet REV B REV C New Sheet for Final Revised Dwgs revised /final Submittal Submittal €m (L �_ mU) c) €m _ CL mU) €m _ (L mU) Cl) I. G011 - COVER SHEET, VICINITY AND LOCATION MAPS 1 2. G012 - DRAWING INDEX 1 1 1 3. G013 - DRAWING INDEX 1 1 1 4. 6014- LEGEND 1 5. 0015 - ABBREVIATIONS 1 6. G016 - GENERAL NOTES AND PROJECT AREA BOUNDARY 1 7. G017 - EXISTING CONDITIONS AND SURVEY CONTROL 1 8. G018 - GENERAL ARRANGEMENT SITE PLAN 1 1 1 150. S011- STRUCTURAL NOTES 1 1 1 1 151. S012- STRUCTURAL QUALITY ASSURANCE 1 1 1 152. S013- STRUCTURAL NOTES 1 1 1 153. S014- ISTANDARD STRUCTURAL DETAILS 1 154. S015- STANDARD STRUCTURAL DETAILS 1 1 1 156. S017- STANDARD STRUCTURAL DETAILS 1 1 1 + 1 157. S021- GUARDRAIL AND HANDRAIL DETAILS 1 1 1 158. S022- GUARDRAILIHANDRAIL DETAILS AND LIGHT GAUGE FR 1 1 1 1 159. S023- LIGHT GAUGE FRAMING DETAILS 1 1 1 1 225. S215- TRANSFER BUILDING MOMENT FRAME DETAILS 1 1 1 1 1 229. S219- TRANSFER BUILDING BRACED FRAME ELEVATIONS 1 1 1 1 249. S239- TRANSFER BUILDING FRAMING DETAILS 1 1 1 1 254. S244- TRANSFER/TSO BUILDING FRAMING DETAILS 1 1 1 1 256. S246- TRANSFER/TSO BUILDING FRAMING DETAILS 1 1 1 1 279. S301- SCALE FACILITY GENERAL ARRANGEMENT PLAN WEST 1 1 1 280. S302- SCALE FACILITY GENERAL ARRANGEMENT PLAN EAST 1 1 1 281. S303- SCALE FACILITY GENERAL ARRANGEMENT SECTIONS 1 282. S304- SCALE FACILITY GENERAL ARRANGEMENT SECTIONS 1 1 1 283. S305- SCALE FACILITY FOUNDATION PLAN - WEST 1 1 1 284. S306- SCALE FACILITY FOUNDATION PLAN - EAST 1 1 1 285. S307- SCALE FACILITY FOUNDATION DETAILS 1 1 1 286. S308- SCALE FACILITY FOUNDATION DETAILS 1 1 1 1 287. S309- SCALE FACILITY UNDERSCALE SLAB PLAN 1 1 1 288. S310- SCALE FACILITY FOUNDATION DETAILS 1 1 1 289. S311 - SCALE FACILITY SCALE HOUSE PLANS 1 1 1 1 290. S312- SCALE FACILITY SCALE HOUSE PLANS 1 1 1 291. S3113- SCALE FACILITY SCALE HOUSE SECTIONS 1 1 1 1 292. S314- ISCALE FACILITY SCALE HOUSE DETAILS 1 1 1 293. S315- SCALE FACILITY SCALE HOUSE DETAILS 1 1 1 294. S316- SCALE FACILITY SCALE HOUSE DETAILS 1 1 1 295. S317- SCALE FACILITY SCALE HOUSE DETAILS 1 1 1 296. S318- SCALE FACILITY SCALE HOUSE DETAILS 1 1 1 297. S319- SCALE FACILITY SCALE HOUSE DETAILS 1 1 1 CS301 Scale Facility & Recycling Building Cod Summary Floor Plans 1 318. A011 - ARCHITECTURAL GENERAL - ARCHITECTURAL GENERAL NOTES 1 1 1 319. A012 - ARCHITECTURAL GENERAL - WALL TYPES SCHEDULE 1 1 1 1 320. A013 - ARCHITECTURAL GENERAL - WALL, FLOOR & ROOF TYPES SCHE 1 1 1 321. A014 - ARCHITECTURAL GENERAL - DOOR TYPES & SCHEDULE 1 1 1 1 322. A015 - ARCHITECTURAL GENERAL - WINDOW TYPES & SCHEDULE 1 1 1 323. A016 - ARCHITECTURAL GENERAL - OPENINGS SCHEDULE 1 1 1 324. A017 - ARCHITECTURAL GENERAL - OPENINGS SCHEDULE 1 1 1 325. A017A - ARCHITECTURAL GENERAL - OPENINGS SCHEDULE 1 1 1 1 1 326. A018 - ARCHITECTURAL GENERAL - INTERIOR FINISH SCHEDULE 1 1 1 327. A019 - ARCHITECTURAL GENERAL - FIRE EXTINGUISHER & - FLOOR REi 1 1 1 420. A300 - SCALE FACILITY - PLAZA PLAN 1 1 1 1 421. A301 - SCALE FACILITY - FLOOR & REFLECTED CEILING PLANS 1 1 1 1 422. A302 - SCALE FACILITY - ROOF PLAN & DETAILS 1 1 1 423. A303 - 11SCALE FACILITY - METHANE BARRIER PLAN 1 1 1 424. A311 - I SCALE FACILITY - EXTERIOR ELEVATIONS & PLAZA SECTIONS - NORTH & S1 1 1 1 1 1 Page 1 of 2 Ll Permit Application Number D09 -164 • List of Revised Drawings New Sheet REV B REV C New Sheet for Final Revised Dwgs revised /final Submittal Submittal m H 0 0 0_ o C :1 0 m to M m y 0 o 0,_ C 3 0 m 0) Cl) m y a o 0,_ v as :3U m Cl) 425. A312 - SCALE FACILITY - EXTERIOR ELEVATIONS - EAST & WEST 1 1 1 426. A321 - SCALE FACILITY - BUILDING SECTIONS 1 1 1 1 427. A331 - SCALE FACILITY - WALL SECTIONS 1 1 1 1 428. A361 - SCALE FACILITY - INTERIOR ELEVATIONS 1 1 1 1 429. A371 - SCALE FACILITY - DOOR DETAILS 1 1 1 430. A372 - SCALE FACILITY - WINDOW DETAILS 1 431. A381 - SCALE FACILITY - DETAILS 1 1 1 432. A391 - SCALE FACILITY - PNEUMATIC TUBE SYSTEM DETAILS 1 609. E300 - SCALE FACILITY PLAZA PLAN 1 1 1 610. E301 - SCALE FACILITY FLOOR PLANS - LIGHTING, POWER AND SIGNAL 1 1 1 611. E302 - SCALE FACILITY ROOF PLAN - POWER AND SIGNAL 1 1 1 612. E303 - SCALE FACILITY - ELECTRICAL DETAILS 1 1 1 1 Page 2 of 2 • R City ®f Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director January 29, 2010 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, File: App No. D09 -161, 162,163-- 164; 165, 166, 167 App No. EL09 -0497, 0498, 0499, 0500 App No. M09 -103, 104,105 App No. PG09 -095, 096, 097 W:\Permit CenterExtension Letters\Applications\2009\Bow Lake Application Extension.doc 6300 Southcenter Boulevard, Suite #100 . Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax. 206 - 431 -3665 L9 Kh 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 January 28, 2010 Mr. Bill Rambo City of Tukwila Dept. of Community Development 6300 Southcenter Blvd., #100 Tukwila, WA 98188 Dear Mr. Rambo: 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 Permit Application No. D09 -162 Permit Application No. D09 -164 Permit Application No. 1309 -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 Thank you for your assistance in this matter. a I I Sincerely, Tom Creegan Project Manager K OW 1* f 61 "M 9-10 RIECEIV EV JAN 2 8 2010 PERMIT GENTEr C 01 -04 -2010 N w City ®f Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director TOM CREEGAN 201 S JACKSON ST, STE 701 SEATTLE WA 98104 RE: Permit Application No. D09 -164 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, c Bill Rambo Permit Technician File: Permit File No. D09 -164 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax. 206 - 431 -3665 City ®f Tukwila Jim Haggerton, Mayor Department o, f Community Development Jack Pace, Director October 22, 2009 Tom Creegan 201 S Jackson St Ste 701 Seattle, WA 98104 RE: CORRECTION LETTER #1 Development Permit Application Number D09 -164 Bow Lake: Scale House —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: Dave Larson at 206 431 -3670 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) completes 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 accented through the mail or by a messeneer service If you have any questions, please contact me at (206) 431 -3670. Sincerely, end File No. D09 -164 WAPermit Center\Correction Letters\2009\1309 -164 Correction Letter #1.130C 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 I0 1 1 0 Building Division Review Memo Project Name: Bow Lake Scale House Permit #: D09 -164 Plan Review: Dave Larson, Senior Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original sinned wet stamped, not copied.) The Structural Calculations package includes references to outdated codes. Please revise this package to current code and change references as necessary. 2. It would be helpful if you would high -light the page index to show the pages included in this submittal. Who or what firm will be doing the geotechnical inspections? 4. Where a route to the accessible entrance crosses a vehicular way, truncated domes need to be installed. I could not find these on the plans. Please add them as necessary or tell me where I can find them if they already exist. 5. The insulation envelope was based on "other fuels ". The mechanical permit submitted for the scale house has proposed electric resistance heat. Please verify and revise plans as necessary. Energy code forms will need adjusting unless the heat source is changed to other fuels. 6. The rigid insulation installed on the inside walls of the underfloor space of the scale house will need to be covered by one of the options noted in section 2603.4.1.6 of the 2006 IBC if it is foam plastic. Please look at this code section and revise plan details as necessary. 7. The target UA column for the component performance method has different UA values for below grade opaque walls depending on weather the insulation is on the interior or exterior of the building. The below grade walls were included in the above grade wall section using a higher UA target. Please separate the above and below grade wall areas and plug them into the appropriate space in the ENV -UA form. You did not need to fill out the Target Area Adjustment Calculations as the glazing area does not exceed the maximum allowed in table 13 -1. 8. On sheet S311 details A, B and C are noted to be found on page S313. They are not shown on this page. Please review all notes to be sure that pages references are correct. Where will the footing drains terminate. 10. There are floor drains under the scales and the scale house that were not shown with the plumbing permit application. Where do these drains terminate? Would oil sand separators be appropriate? They should be added to the plumbing permit application if they tie into the sanitary drainage system. 11. An 18 inch long vertical grab bar is required at the side of the toilet 39 to 41 inches above the floor and 39 to 41 inches out from the wall behind the toilet. Please add to the plans. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. r s CITY OF TU Community Development Department Permit Center 8300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Permit Center/Build # ion: 206431 -3670 Public Works Department: 206 -433 -0179 Planning Division: 206-031 -3670 CERTIFICATE OF WATER AVAILABILITY Required only If outside of City of Tukwila Water District PERhIIT NO.: Site Address: 18800 Orillia Road So (amaJr map and legal description showing bydrmu location and size of maW:. M!!Kig, unty Solid Waste Division ent/Contaet: om Ceeg aq King County Solid Waste Division ackwn Sl STE 701, SeaWc, WA 98104 ent Address: Ol So ladaon S4 STE 701, Seattle WA 98104 - 76 Contact Phone: 06. 263.6476 This certificate is for the purposes of ❑ BUILDING PERMIT ® COMMERCIAL INDUSTRIAL Transfer Station ❑ PRELIMINARY PLAT ❑ REZONE ❑ SHORT SUBDIVISION ❑ OTHER 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 On site - see attached map for hydrant locations Area is served by (Water Utility District:) HIGHLINE WATER DISTRICT 1. The proposed project is within 2. ❑ No improvements required. TUKWILA /King . (City/County) 3. The improvements required to upgrade 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: 'reject is a Developer Extension. Engineer plans including Fire Marshall stamped approval and 52,000.00 deposit required: Please see nacbed disk for standard details, plan layout example and DE oontract fomu. 4. Based upon the improvements listed above, water can be provided will be available at the site with a now of 12,659.92 gpm 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 pressurefltre flow Information provided pursuant to this request Is general In nature and may not be accurate for any specific location at any specific tine. Customer remains solely responsible for determining the specific water pressure/flow Information available for Customers intended use. The general Intomration 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 sperdfle location. Customer is responsible to field verify the specific water pressure and fire flow at Customers specific location for Customers specific needs. 5. Water Availability: ❑ 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 I hereby certify that the above information is true and c CITY O TO WlLA HIGHLWE WATER DISTRICT / 206 824-037 By 9/28/2007 AUG 1G 13 2009 Agency/Phone THOMAS MOWN Date FERMI CENTER DISTR1CrENGINEER C CA t - ,P f CO O E O O I- C! 0 2. A E 0 c 0 ell E ci Z'� CL M IM w q m W C-4 O cc C; CL 0 ct U. Go c O rL c CM C4 0 .X L 0 0 -'s _0 C CA t - ,P f CO O E O O I- C! 0 2. A E NOIJ. nuisNOO HOA ION - ONimvua AwNiwn3vd �vvs R U R i 91 1 oil 0 0 0 AWM Mn Harm gil 1 f- r 1 � f 1 VIE 6 fill or / 9 Jj ifs MM WM WO °D f 8. D.I. 1 1 f — _ w ro / 220 110 1 J y� N V1B19 0 m ^ IOi 16700 °j M 10640 A [� O 0 P =� 2 � 269 I 0� vtet6 . V1815 8' D.I. TUKWIU CRY LIMITS ORD. 269 "S'1 KCC. ORD. 882 Vfm - �— V42 / TUKWIA ORD 472 r / i N Bie 1:100 r J P5 / ' 3: 100 QPO \\ l TUKWIU ORD. 472 6 4375 �\ \ 196 V1821 \\ o I 1 II \\ $ 1 ~ I I TUKWILA ORD. 1125 _ o TUKWIU ORD. 1125 = 19055 40 1. �ON,� v 1 Q \ G O' 26 s / Vtete - 8 D.I. V1815 TUKWILA CITY LIMITS OR[ / 1 1 SE1 -TAC C1TYO KCC. ORD. 882 Vfm TUKMLA ORD 472 a �$ 1 ' 1j5 1 1 1 = l <L 1:100�rJ J �L 100�O a f Q /18 "CI 4375 CONTRACT 68 1, 4 6/16. 196 \ I I l So V1621 185 / Oip PG` V1825 \ Co J SEA-TAC 100 °i ro Environmental Health S s 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 Southeenter Boulevard, Suite 100 Tukwila,.WA 98188 -2544 Dear Mr. Morrow. Plic Health Seattle & King. County RECV, S�'�t� King CtJi""' f)N-" JUL 15 2008 Solid Wasty i) :vision 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, JAki�av Bill Lasby, Supervisor BL:mp cc: Teri Barclay, Public Health Tom Creegan, KCSWD . a RECEIVED CITY OF TUKWILA AUG 13 2009 PERMIT CENTER Mar. 05 10 02:31p Marilyn Williams October 13, 2009 MAR p 5 2010 ommuNWI 13 AAW Bob Bened icto Building Official. City of Tukwila 6300 Southcenter Boulevard Suite 100 Tukwila, Washington 98188 Dear Mr. Benedicto: (360)871 -5133 p.2 Project: D09 -164 Bow Lake Transfer Station - Scale Building IBC 2006 and ASCE 7 -05 Wind Exposure: B: 85 MPH Iw = 1.0 Seismic Used: Site Class C Design Category D I e= 1.0 R = 6.5 Cs = 1.07 ASD Snow Load: Is = 1.0 Pr = 25 PSF We have completed our structural review of the Bow Lake Transfer Station Scale 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. Hold downs, drag struts and shear walls have been highlighted for ease of field inspection. Please note the changes to the plans as stated below: GENERAL 1. See Sheets S311 and S312 for shear wall and hold down locations. Sincerely Chuck Williams SE Sound Inspections September 1, 2009 Frank Mellas Sound Insp & Investigative Eng LLC PMB 223 1802 'A' Street SE Auburn, WA 98002 RE: Structural Review Development Permit Numbers D09 -161, D09 -162, D09 -164, & D09 -165 Bow Lake — .18800 Orillia Rd S Dear Mr. Mellas: 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 Copy Permit Technician encl xc: Permit File No. D09 -161, 162700- 627009 -: 64;)D09 -165 d PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D09 -164 DATE: 07 -02 -13 PROJECT NAME: BOW LAKE - SCALE HOUSE SITE ADDRESS: 18800 ORILLIA RD S Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 'I After Permit Issued DEEPPARTTMMENT�S1: Building Divisiont i 77 a�� b`1 • `I� P Ic Wor Av& A)I - -M, 3 Fire Prevention Structural ❑ AAP V 011 Planning Division 4 Permit Coordinator lk DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 07 -09 -13 Complete Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route ❑ Structural Review Required ❑ REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved N Approved with Conditions ❑ Notation: REVIEWER'S INITIALS: No further Review Required ❑ DATE: DUE DATE: 08-06 -13 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 • PERMIT COQAD COPY0 PLAN REVIEW /ROUTING SLIP Wes...., ACTVVITY NUMBER:e;D09 -164 ' DATE: 06/14/10 PROJECT NAME: _ BOW LAKE — SCALE HOUSE SITE ADDRESS: 18800 ORILLIA RD S FINAL CHECK - FULL -SIZED PLANS DEPARTMENTS: 410 B ding I i ion Js ic Ark! D Publ j uY` Af Fire Prevention . Structural ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ❑ Comments: Incomplete ❑ Af 01.2 _0 Panning Division Permit Coordinator ❑ DUE DATE: N/ Permit Center Use Only INCOMPLETE LETTER MAILED: ER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ F" Ping ❑ PW ❑ Staff Initials: TOES /THURS ROUTING: Building Please Route Structural Review Required ❑ REVIEU;fR'S INITIALS: APPROVALS OR CORRECTIONS: , icable No further Review Required ❑ DATE: DUE DATE: ASAP Approved _Sd Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 NPERW COORD COPY • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D09 -164 DATE: 02/19/10 PROJECT-NAME: BOW LAKE - SCALE HOUSE f SITE ADDRESS: 1,8800 ORI LLIA RD S Original Plan Submittal X Response to Incomplete Letter # X Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: Nut Dlvis6ion,Dl'Q Fire Prevention ❑ Planning Division ❑ Public Works ❑ Structural ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 02/23/10 Complete Comments: Incomplete ❑ Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Building Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 03/23/10 Approved ❑ Notation: REVIEWER'S INITIALS: Approved with Conditions R", Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -2M2 t PERMIT C04RDCOPY* PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D09 -164 DATE: 01 -28 -10 PROJECT NAME: BOW LAKE - SCALE HOUSE SITE ADDRESS: 18800 ORILLIA RD S Original Plan Submittal X Response to Correction Letter # DEPARTMENTS: Response to Incomplete Letter # Revision # after Permit Issued Building Division ■ Fire Prevention ❑ Planning Division ❑ Public Works ❑ Structural ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 02-02-10 Complete ❑ Incomplete IV Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg Fire ❑ LETTER OF COMPLETENESS MAILED:_ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Building Please Route ❑ Structural Review Required ❑ REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions ❑ Notation: REVIEWER'S INITIALS: No further Review Required ❑ DATE: DUE DATE: 03-02-10 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 F 0PERNlIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D09 -164 PROJECT NAME: DATE: 08 -13 -09 BOW LAKE - SCALE HOUSE SITE ADDRESS: 18800 ORI LLIA RD S X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: '_0 Bulldin Division Ire Prevention ``P anning Division ofi Pu Ilc Works Structural Permit Coordinator ❑ DETERMINATIO OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 08-18-09 Complete Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS RO TING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditio Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire ❑ Documentstrouting slip.doc 2 -28 -02 DUE DATE: 09- -09 Not Approved (attach comment DATE: Ping ❑ PW ❑ Staff Initial PROJECT NAME: low LJOI' � s-e, PERMIT N0: Or hog - 1 SITE ADDRESS: ( D Dr" Mr, S ORIGINAL ISSUE DATE: —( REVISION LOG REVISION O• DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS - O Summary of Revision: r'.p S S c o W r Received by: C J REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) City * Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite ##100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Web site: http: / /www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: J/9//_3 Plan Check/Permit Number: `�) D 0/—' & !Y ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: �1a6, � �AIA Project Address: I !�� 00,("I A Rbh1) Contact Person: e [i R,E1?S Phone Number: oZQ�c. a2 o'l6•cg � �� Summary of Revision: W PIOVAL— W /-IGHTcD CXrT %n16AJ i40H �AL.CMOUcaE, Pt—'JZ I� 15 c X55 I e.J t•Jc c. U 0 r-J G / ,AUE J, -JR S 0 ,U F 1� �E--'=DICto. Sheet Number(s): Ana 0 A 0 3 (o "Cloud" or highlight all areas of revision including date ojrevisi _W c Received at the City of Tukwila Permit Center by: Entered in Permits Plus on ,)-' ( :� H:\ Applications\Forms- Applications On Line\2010 Applications \7 -2010 -Revision Submittal.doc Revised: May 2011 Fr- •�� _ Date: • s City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. evisions will not be accepted through the mail, fax, etc. Plan ChecWPermit Number: D09 -164 ® Response to Incomplete Letter # 1 ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Bow Lake - Scale House Project Address: 18800 Orillia Rd S Contact Person: Tom Creeizan 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: Marshall ® Entered in Permits Plus on 02/19/2010 \applications \forms- applications on line\revision submittal Created: 8 -13 -2004 0 0 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite # 100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206431 -3665 Web site: ihQ: / /www.ci.tukwila.wa.us REVISION - STIBIVIITTAL :. Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 1/28/201.0 Plan ChecldPermit Number: D09 -164 ❑ Response to Incomplete Letter # AECEIVEp ® Response to Correction Letter # I CITY OF TUIMUI ❑ Revision # after Permit is Issued UAN 2 8 2010 ❑ Revision requested by a City Building Inspector or Plans Examiner PERMIT CENl'ER Project Name: Bow Lake — Scale House 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 g 0 �iippl nations on 11neVevision submi Created: 8 -13 -2004 Revised: Contractors or Tradespeople Pr' ter Friendly Page Page 1 of 2 General /Specialty Contractor A business registered as a construction contractor with L£rl 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. IBusiness and Licensing Information I Name LYDIG CONSTRUCTION INC UBI No. 328046357 Phone 5095340451 Status Active Address 11001 E Montgomery Dr License No. LYDIGC'264JC Suite /Apt. Date 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 2/10/2010 2/10/2012 Active nthPr Accnriated I irenses License Name Type Specialty Specialty Effective Expiration Status SWARTZ, LARRY J 01/01/1980 1 2 Date Date LYDIGML901JL LYDIG + MCKINSTRY Construction General Unused 4/13/2010 4/13/2012 Active LLC Contractor LYDIGGP903CS LYDIG GRANT Construction General Unused 2/10/2010 2/10/2012 Active PLATEAU A JT VENT Contractor LYDIGJV912QL LYDIG- MCKINSTRY,A Construction General Unused 11/13/2009 11/13/2011 Active JOINT VNTURE Contractor LCIBUBT934RP LCI BUILDERS TWO Construction General Unused 12/17/2007 12/17/2011 Active LLC Contractor LYDIGJV937RP LYDIG /GRANT, A Construction General Unused 12/17/2007 12/17/2011 Active JOINT VENTURE Contractor LCIBUB0936QE LCI BUILDERS ONE Construction General Unused 11/5/2007 11/5/2011 Active LLC Contractor OPUSNCL980P9 OPUS NW Construction General Unused 10/29/2002 10/29/2010 Active CONTRACTORS LLC Contractor OPUSLJV911JB OPUS /LYDIG A Construction General Unused 4/2/2009 4/2/2011 Out Of JOINT VENTURE Contractor Business HUNTLIJ927KA HUNT /LYDIG II, A Construction General Unused 5/1/2008 5/1/2010 Out Of JOINT VENTURE Contractor Business HUNTLJV940JC HUNT /LYDIG A Construction General Unused 4/3/2006 4/3/2010 Out Of JOINT VENTURE Contractor Business Business Owner Information Name Role Effective Date Expiration Date BRAY, MARK D 01/01/1980 12/17/2007 SWARTZ, LARRY J 01/01/1980 12/17/2007 https: // fortress .wa.gov /lni /bbip /Print.aspx 09/17/2010 D09 -164 Department of Natural Resources and Parks Solid Waste Division BOW LAKE RECYCLING AND TRANSFER STATION 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. SITE FACILITIES CONTRACT CONTRACT # C00405C09 PLANNING APPROVED • No changes can be made to these plans without approval from the Planning Division of DCD Approved By:, i!v° ^"s v\ Date: FILE COPY Permit No, V O 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 Qcpy and .. • • is 1 cp FIliott �� Bellevue Ba, ( l 3 j Lake Sammamish / `---, SEATTLE , M� 1L ` Mercer ' . ° \ C 1 n 5 ) \\ / Cedar ) Redmond Tukwila Renton KING COUNTY OFFICIALS: Issaquah CEDAR HILLS REGIONAL LANDFILL DISPOSAL LOCATION • KING COUNTY EXEC4JTIVE DOW CONSTANTINE BOW LAKE RECYCLING AND TRANSFER STATION PROJECT LOCATION EXISTING BOW LAKE TRANSFER /. RECYCLING STATION Auburn SEPARATE PERMIT REQUIRED FOR: Mechanical Electrical Plumbing t(Gas Piping City of Tukwila BUILDING DIVISION COUNCIL MEMBERS KATHY LAMBERT LARRY PHILLIPS PETE VON REICHBAUER LARRY GOSSETT JANE HAGUE JULIA PATTERSON BOB FERGUSON REAGAN DUNN JAN DRAGO Fox Island TACOMA 5 OFF —RAMP ORILLIA RD VICINITY MAP DESIGNED DRAWN D 6/10/10 VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" B 1/8/10 FINAL ISSUED FOR CITY OF TUKWILA PERMITS MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS 7/31/09 DATE ISSUED FOR CITY OF TUKWILA PERMITS REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154 -1004 (206) 695 -4700 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT PROJECT NUMBER: C00405C09 SHT. OF: 1 COVER SHEET, VICINITY, AND DRAWING NUMBER: An SAIC Company LOCATION MAPS g 9 a 0 a a N ty- 0 0 N co ccs ARCHITECTURAL, CONTINUED P142 A143 A144 A145 A146 Al Al 49 51 . 1 �, Al 5 A.54 A155 TRANS TSC TPAN PIV..IIL1'INC? I'. N & Sr 1'ILt. IINIG TS0 BUILDING BU I LDI N G -_ `TER /ISO 5'7 A 58 Al Al A165 _- RE-cH' LDIN( - `_R I `.1I I DI N _;/ELLS 1 'ELEVATOR !IONS, ELE\JA, €etR [NATO A A PLAI A i / 1 • — IN� I !1 • r 7L..._ f192 - M•9 «I 3 =O I RAWSE`.-R,t I St'; 1 � - A 1SFF , T ._ ANSFE; /TS( TRANSFER/ISO TRANSFER/TSO TRFI�`.1 NSF. I\ibC SEER 120 1 1 L . r r JT E , F €.;O BU!I ER/ ER /TIE ASSEMBLIES: A194 - "NNSI"ER `T$O BUILDING 5 - TRANSF { '-r so BUILDING; A196 --- IRAN BUILDING — A19; I;; 1.; I`,F R /TSQ A,1:18 FFR,iT O I UI DING -- n1 r ;`I1nNG ,- FINISH DE T BLAB, AR TA .`"_2'..d `_ AREA I A2 I', �js�,,.�. �. �.�t_: r.; LSSINI G AREA — n tery . A °r i�� irl` ^ 1 A.2; - NOR,.;H PROCESSING AREA, __ ELEVATIONS- & DEALS A231 -- NORTH PROCESSING '?RE,n,, __ WALL A281 - NORTH PROCESSING AREA I:A! FLOOR PI ROOF EXTEF IC; UILDI'NG SEC I hlr v r , ., 5 II 300 SERIES SCALE FACILITY A300 • SCALE FACILITY — PLAZA PLAN A301 SCALE FACILITY - FLOOR & REFLECTED CEILING PLANS - ROOF PLAN A302 SCALE FACILITY R 00 LA & D ETAILS A303 — SCALE FACILITY — METHANE BARRIER PLAN A311 — SCALE FACILITY - EXTERIOR ELEVATIONS & PLAZA SECTIONS — NORTH & SOUTH A312 — SCALE FACILITY — EXTERIOR ELEVATIONS — EAST & WEST A321 SCALE FACILITY — BUILDING SECTIONS A331 - SCALE FACILITY - WALL SECTIONS A361 - SCALE FACILITY — INTERIOR ELEVATIONS A371 — SCALE FACILITY - DOOR DETAILS A372 SCALE FACILITY — WINDOW DETAILS A381 - SCALE FACILITY — DETAILS A391 SCALE FACILITY PNEUMATIC TUBE SYSTEM DETAILS sRTS DINIG - rLG' `I PLAN, REFLECTED CEILING P AR.� I ji_ F _,� BUILDING - . ROOF • PLAN & BUIL_D!N.G SECTIONS BI i t DING - -- EXTERIOR ERIOR J {.. INTERIOR ELEVATIONS BUIL- .LING - WALL. SECTIONS & DETAILS LANDSCAPE 100 SERIES - SITE LANDSCAPING L100 OVERALL LANDSCAPE PLAN L101 — LANDSCAPE PLAN L102 — LANDSCAPE PLAN L103 LANDSCAPE PLAN i 3 - LANDSCAPE _ PLAN LANDSCAPE PLAN L106 — PLANT SCHEDULE AND DETAILS L107 — LANDSCAPE DETAILS FE DETAILS 120 SERIES — SITE IRRIGATION L121 — IRRIGATION PLAN L122 — IRRIGATION PLAN ;ON PLAN r:.,-, 1,1 PLAN IiJA ION PLA?N L125 — IRRIGATION DETAILS N 2E MENT PLAN- - DETAILS r SHEET - SHEET S -- SHEET 3 _ -HE- - SHEET ET 54 MECHANICAL ABBREVIATION ;ICI H NRL C ORS, LEAN �E L TAI, Er ^L ; „�• r t, APLOYFE BUI I Ir C0M'IPACTOR LEVE nJ - WEST COMPACTOR EAS t i i�- 1.)IGtIG LE kN c T TIPPING RECEIVING /TIPPING/RECEIVING `LNG LEVEL -- TDAHC TRANSF TRANSFFIR , I ?.A t _. -1 son I I- A RECEIVING rj AN FiL'\'- N' )R11-1 PRO I °tIN-G •L11J'=!vN'')t C EAs r & WEST AND WALL MECHANICAL PLAN E REEL AND 'tryh€ hvL C - BUILDING ,IS ER S EI1 P P( A T%J • PS =,N C. .SPA 1LDINC M['ACTOR LEVEL RAINAGE LARDED WATER AND DP:AIN1AGE -D WATER. AND DRAINAG: PAr TOR LEVEL ENLARGED -VAC PLAN pp1 (I DA COMPACTOR BUILD 'N1� :31 "P .CfOR BUILDING COMPACTOR LEVEL BUILDING .OMPACTOR LEVE BUII_DIN` COMPACTOR LEVEL E3vlI I 11 NG CO M, t5CTOR r_...�1 =� °� �.1 .. jl. T: , .. /RECEIVING LEVEL AREA PLUMBING PLAN ;SEA PLUMBING PLAN REA HVAC PLAN 21)ILDING SECTIONS AULT DETAILS LEVEL BUILDINIG SECTIONS VEL ENLARGED WATER E!' + /!NG LEVEL 'WING AREA �1 F ;c:r J tlt� NLARGEED HVAC • PLAN REED 1MBIN( NG, (CEIVING LEVEL.. . AREA PL 1-_JME11 PLANS I.I� TIPPING ECEIVING LEVEL- MI S T NC ROOM ,G. L EI`v'ING LEVEL NG AN „1 I ='1 _ TIPPING /RECEIVING LEVE- PLI`JI,jE3ING PLAN_. TSQ BUIL, A, HVAC F 1 /AC J /DUST COLLECTOR NG AR :A E R( RECE IVING _L HPU /DUST COLLECTOR TRANSFER /TSC) BUIL._ G TIPPING RECEIVING LEVEL DUST COLLECTION SECTIONS .f 28 TRANSFER /TSO BUILDING ISO ROOF LEVEL SOUTH ELEVATION HVAC `y I ,1 { 2'0 - 'TRANSFER/ISO BUILDING COMPACTOR /LOADING AREA SECTIONS } 131 - TSO BUILDING TSO LEVEL ENLARGED WATER AND DRAINAGE PLAN 1;1132 - ISO BUILDING ISO LEVEL HVAC FLOOR PLAN - WEST M133 _ r S0 BUILDING TSO LEVEL HVAC FLOOR PLAN -- EAST h- 34 -- ISO BUILDING TSO LEVEL MECH ROOM ENLARGED HVAC PEA. AND ELEVATIONS TSO BUILDING TSO LEVEL MECH ROOM ENLARGED PIPING PLANS AND ELEVATION M136 ISO BUILDING TSO LEVEL PLUMBING FLOOR PLAN - WEST M137 - ISO BUILDING TSO LEVEL PLUMBING FLOOR PLAIN - EAST M138 TRANSFER /TS0 BUILDING TSO ROOF LEVEL ENLARGED HVAC PLAN M i 39 - TSO BUILDING MECHANICAL SHAH SECTIONS AND DETAILS I,A141 TSO BUILDING TSO [VAC DIAGRAMS -- HYDRONIC AND AIRSIDE M142 TRANSFER /TSO BUILDING RAINWATER /NPW BOOSTER SYSTEM SCHEMATIC DIAGRAM M143 WASTEWATER DRAINAGE CONTROL AND MONITORING SCHEMATIC DIAGRAMS M144 MISCELLANEOUS CONTROL AND MONITORING SCHEMATIC DIAGRAMS M145 TRANSFER /EMPLOYEE BUILDING HYDRONIC SYSTEM DIAGRAM - PART 1 TRANSFER/ EMPLOYEE BUILDING HYDRONIC SYSTEM DIAGRAM PART 2 M147 - MECHANICAL SYSTEMS SEQUENCE OF OPERATIONS M148 -.- MECHANICAL SYSTEMS SEQUENCE OF OPERATIONS M151 -- TRANSFER ISO BUILDING WATER SYSTEM SCHEMATIC - PART 1 2 - TRANSFER/ `TSO BUILDING WATER SYSTEM SCHEMATIC PART 2 `53 TRANSFER /TSO BUILDING WATER SYSTEM SCHEMATIC: - PART 3 M154 - TRANSFER /TSO BUILDING WATER SYSTEM SCHEMATIC PART 4 M155 - TRANSFER /TSO BUILDING DRAINAGE SYSTEM SCHEMATIC. M156 - TRANSFER /TSO BUILDING WASTE AND VENT RISER DIAGRAM M161 TRANSFER /EMPLOYEE BUILDING DUST AND ODOR CONTROL OUSTING SYSTEMS PLAN x1162 - TRANSFER/TSO BUILDING DUST AND ODOR CONTROL MISTING SYSTEMS SECTION M163 __ 'TRANSFER /TSO BUILDING DUST AND ODOR CONTROL MISTING SYSTEMS SCHEMATIC, M171 IRAN SFER'TSO BUILDING RAINWATER VAULTS 72 TRANSFER /TSO BUILDING TIRE WASH /RAINWATER PLAN 73 -- TRANSFER /TSO BUILDING TIRE WASH VAULT PLANS AND SECTIONS M191 -- TRANSFER /TSO BUILDING FIRE SPRINKLER PLAN AND CRITERIA 92 - ±SU I JILDING COMPACTOR LEVEL FIRE SPRINKLER PLAN RANSFER /TSO BUILDING TIPPING/RECEIVING I EVE L FIRE SPRINKLER PLAN 94 - TRANSFER /TSO BUILDING TS0 LEVEL /TIPPING RE CENVING UPPER LEVEL FIRE SPRINKLER PLAN FIRE PROTECTION SPRINKLER SYSTEM SCHEMATIC DIAGRAMS M 146 300 SERIES - SCALE FACILITY M301 - -- SCALE FACILITY PLUMBING PLANS- -d 02 -- SCALE FACILITY -VAC PLANS M303 -- SCALE FACILIT' HVAC SECTIONS 400 SERIES - MISCELLANEOUS STRUCTURES M401 .- RECYCLING BUILDING HVAC & PLUMBING PLANS AND PIPING DIAGRAM M431 FUELING STATION PLAN M432 - FUELING STATION SECTIONS ELECTRICAL 10 -50 SERIES - GENERAL - STANDARD ELECTRICAL SYMBOLS AND ABBREVIATIONS LUMINA!RE SCHEDULE ENERGY COMPLIANCE FORMS LIGHTING ELECTRICAL ONE -LINE DIAGRAM - POWER E015 - GAS MONITORING SCHEMATICS E013 [01 a 01 - T E 'IM N AI .IS 'AG M [017 - TRANSFER, TSO & SCALE FACILITY I DETECTION DIAGRAMS & DETAILS E021 E022 E027) [024 31 TRUSION, FIRE ALAR & ELECTRICAL SCHEDULES - PANEL SCHEDULES ELECTRICAL SCHEDULES - PANEL SCHEDULES ELECTRICAL SCHEDULES - EQUIPMENT CONNECTION SCHEDULES ELECTRICAL SCHEDULES - -- CONDUIT SCHEDULES ELECTRICAL SITE PLAN - LIGHTING ELECTRICAL SITE PLAN - POWER & SIGNAL TRANSFER /TSO BUILDING - ELECTRICAL r -ray, 1 1 1) r [ 40 - !._E(, I , IA AL DE , AILS -- E041 --- ELECTRICAL TRICAL DETAILS E042 ELECTRICAL DETAILS - [043 - ELECTRICA:L SECTIONS E044 - ELECTRICAL DETAILS - F045 -- ELECTRICAL DETAILS GROUNDING FLOOR PLAN - SITE SITE GROUNDING /LIGFTNIN! G P?OT ECT!ON SYSTEM - LIGHTNING PROTECTION GROUNDING /LIGHTNING PROTECTION SYSTEM LIGHTING [046 -. 'E047 E048 - [049 - EL50 - ELECTRICAL ELECTRICAL DE TRANSFER /TSO BUILD: TRANSFER/TSO TS0 BUILDING -- , ELECTRICAL SE r1 �T . L`;IINIG - ELECTRICAL ROOM COMPACTOR LEVEL E051 - TSO. BUILDING -- ENLARGED. • ROOF & :PI Et 1SG • ELECTRICAL _052 - ELECTRICAL D ELAILS - TELECOM SECTIONS L A GED ELECTRICAL ROOM • PLAN - 60 -70 SERIES - INSTRUMENTATION • [060 -- INSTRUMENTATION SYMBOLS' & ABBREVIA E061 - INSTRUMENTATION SITE PLAN E062 - INSTRUMENTATION TRANSFER • BUILDING FLOOR [063 •-• INSTRUMENTATION ENLARGED AREA PLANS E064 • PROCESS & • INSTRUMENTATION RUMENTATION DIAGRAM E065 - PROCESS & INSTRUMENTATION DIAGRAM E066 - PROCESS & INSTRUMENTATION DIAGRAM [067 PROCESS & INSTRUMENTATION • DIAGRAM E068 PROCESS & INSTRUMENTATION DIAGRAM E069 PROCESS & INSTRUMENTATION DIAGRAM E070 PROCESS & INSTRUMENTATION DIAGR M [071 • MAIN CONTROL PANEL 'MCP'. -- DEIAILS SCHE E07.2 MAIN CONTROL P. NEL 'MCP' - POWER. DIAGRAM •E073 - TYPICAL DISCRETE [074 - TYPICAL ANALOG /O WIRING DIAGRAMS E075 INSTRUMENTATION D :TAILS • E076 - CONTROL SYSTEM DIAGRAM • E077 -- INSTRUMENTATION CONDUIT AND WIRE I/O WIRING DIAGRAM': 100 SERIES - TRANSFER/ T SO BUILDING E101 - TRANSFER /TSO BUILDING POWER & LEVEL E102 - TRANSFER / S..0 BUILDING POWER & TIPPING /RECEVING LEVEL E103 - TRANSFER /TSO BUILDING POWER & E104 - TRANSFER /TSO BUILDING ROOF PLAN E105 - TSO BUILDING ENLARGED FLOOR COMPACTOR LEVEL ARCED FLOOR E106 - T30 BUILDING - ' PAC TO R L E107 - iScI B!J!LD1NG AR ED FLOOR PLAN COMPACTOR LE` E108 - TSO .BUILDING -- ENLARGED FLOOR PIAI EQUIPMENT & LOADING LEVELS E109 — TSO BUILDING- ENLARGED FLOOR EQUIPMENT & LOADING • LEVELS • 0 - TSQ • BUILDING - ENLARGED. FLOOR EQUIPMENT. & • L -ADING LEVELS E111 - TSO BUILDING - ENLARGED FLOOR P! ' I ` I'C3'I EQUIPMENT & LOADING LEVELS. E112 - TRANSFER BUILDING - ENLARGED. FLOOR PLAN - P `/ ER • &. SIGNAL - EQUIPMENT & LOADING LEVEL,: E113. TRANSFER BUILDING - • ENLARGED FLOC SIGNAL -- E QUIPMENT &: LOADING LEVELS E114 - TRANSFER BUILDING ENLARGED FLOOR SIGNAL - EQUIPMENT & LOADING LEVELS E115 TSO BUILDING .ENLARGED FLOOR PLAN - POWER TS() LEVEL E116 - TSO I BUILDING -- • ENLARGED FLOOR PLAN'' ISO LEVEL E151 - TSOE BUILDING FLOOR PLAN - LIGH T\IN E152 TSO & TRANSFER-. BUILDING FLOOR PLAN EQUIPMENT • & LOADING LEVELS E.153 - TSO BUILDING BUIL DING FLOOR P _AN LIGHTING F1 �� - T 5� BUI_DING ENLAR GED FLOOR PLAN. - COMPACTOR LEVEL E156 - TSO BUILDING - ENLARGED. FLOOR PLAN COMPACTOR LEVEL E157 T S0 BUILDING' - ENLARGED FLOOR PL AN - -- COMPACTOR LEVEL_ • - E1.58 - TSO & :TRANSFER BUILDING - ENLAI i;[[ - EQUIPMENT & LOADING LEVELS E159 150 BUILDING ENLARGED FLOOR 'LAN - LIGHTING EQUIPMENT & LOADING LEVELS • • [160 -- TSO BUILDING - ENLARGED FLOOR EQUIPMENT & LOADING LEVELS [161 TSO & TRANSFER BUILDING - ENLARGED D - -- EQUIPMENT r LOADING • LEVELS E169 - TSO BUILDING. ENLARGED -FLOOR FLAN LEVEL - E170 TSO BUILDING • - ENIIARGED FLOOR PLAN LIGHT LEVEL L PLAN >= .- TSO 1 - ELECT,. A D0 t; LIGHT y:N 300 SERIES SCALE FACILITY E300 — SCALE FACILITY PLAZA PLAN �I. TIN E301 — SCALE FACILITY FLOOR & ROOF PLANS — ELECTRICAL E302 — SCALE FACILITY ATTIC AND FOUNDATION PLAN — ELECTRICAL E303 SCALE FACILITY — ELECTRICAL DETAILS 'ES CELLANEOUS STR_'CT RECYCLING G BUILDING FLOOR PLAN =.;FLING NATION ELECTRICAL RICAeL FL - /\[ TWORK SUPPORT SITE PLAN ARTWORK SUPPORT FOUNDATION fl TWORK SUPPORT . FRAMING, PLAN ARTWORK SUPPORT FOUNDATION -- ARTWORK SUPPORT DETAILS Dog REVIEWED FOR 000E E APPROVED AUG 10 2010 City of Tukwila BUILDING DIVISION RECEIVED JUN 14 2010 PERMITCENTER 1 -500 -424 -5555 DESIGNED IKS DRAWN ABG VERIFY SCALE 6/10/10 IKS 1/8/10 1/8/10 IKS IKS IV KRH FINAL ISSUED FOR CITY OF TUKWILA PERMITS KRH KRH MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" A 7/31/09 REV DATE IKS CHK'D KRH APP' D ISSUED FOR CITY OF TUKWILA PERMITS REVISION DESCRIPTION La King County Department of Natural Resources and Parks Solid Waste Division ELK An SAIC Company R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154 -1004 (206) 695 -4700 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT DRAWING INDEX PROJECT NUMBER: C00405C09 OF: 3 619 DRAWING NUMBER: G013 0 a w ce c0 u_ W m ce 0 00 J U 1:: c W L.L. —..1 LL 0 0 LL 0 W v, —J LL z 0 Percent Faci Lake TRS Ex — 00839 -20000 GREENBERGAB SYMBOLS 2.5% 4 W 0 0 a .-❑ SURVEY CONTROL CIVIL CONTROL POINT ROAD GEOMETRY POINT STRUCTURAL ANGLE POINT GRADING CONTROL POINT BORE HOLE SIGN ROCKERY EVERGREEN TREE DECIDIOUS TREE CUT /FILL SLOPE GRADE INDICATOR DRAINAGE INDICATOR FIRE HYDRANT EXISTING WATER METER EXISTING WATER VAULT EXISTING WATER VALVE WATER VALVE EXISTING STORM DRAIN CATCH BASIN EXISTING SANITARY SEWER MANHOLE EXISTING STORM DRAIN MANHOLE EXISTING YARD DRAIN STORM DRAIN CATCH BASIN TYPE 1 STORM DRAIN CATCH BASIN TYPE 2 WITH GRATE STORM DRAIN CATCH BASIN TYPE 2 WITH SOLID LID/ SANITARY SEWER MANHOLE 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 LINETYPES T T P P E E PW-- PW • MATCH BOUNDARY - PROPERTY BOUNDARY — CONSTRUCTION LIMITS WETLAND BOUNDARY CENTER LINE NEAT LINE x x FENCE EXISTING WATER T T EXISTING TELEPHONE P P EXISTING POWER E E ELECTRICAL CONDUIT PW-- PW— POTABLE WATER SANITARY SEWER STORM DRAINAGE DRAIN uD UNDERDRAIN TSD TEMPORARY STORM DRAIN A COMPRESSED AIR ENCASEMENT — DITCH /SWALE /STREAM CENTERLINE >c< > CONTRACTOR TRAFFIC, TWO —WAY CONTRACTOR TRAFFIC, ONE —WAY COMMERCIAL AND SELF —HAUL TRAFFIC, ONE —WAY SS SS SS Ss SD— SD-- SD SD— D D D D UD UD TSD TSD A < >c< >C< —> c— > c —ma c —> —> P —> P—> P - -> 25 248 MAJOR R — — 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 } THESE LINETYPES ARE USED IN COMBINATION TO SHOW COMBINED TRAFFIC LANES HoLk MATERIALS /// 4, * W y 4, y '1 Voc ) oou000u� 7NooNoo / / / V:v a >0• oO. PRIV VO` ∎e`er oho bitite4' 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 REVIEWED FOR CODE COMPLIANCE APPROVED AUG 1 u 2010 Cityof Tukwila BUILDING DIVISInru APPROXIMATE AREAS TO BE COVER WITH STRAW OR OTHER APPROVED GROUND COVER BMPPRIOR TO COMPLETION OF WORK APPROXIMATE AREAS TO BE COVER WITH PLASTIC SHEETING FOR LONG TERM SOIL COVER PRIOR TO COMPLETION OF WORK TYPICAL SECTION AND DETAIL REFERENCE SYSTEM SECTION CUT ON DWG 4 AND SHOWN ON 5: SECTION LETTER ON DWG 5 THIS SECTION IS IDENTIFIED AS: SECTION CUT ON DWG 4 AND SHOWN ON 4: DWG ON WHICH SECTION APPEARS SECTION LETTER DWG ON WHICH SECTION IS CUT SECTION LETTER SECTION APPEARS ON SAME DWG AS CUT RECEIVED JUN 14 2010 PERMIT CENTEIG DETAILS ARE REFERENCED IN A SIMILAR MANNER EXISTINGCEPT NUMBERS ARE USED INSTEAD OF LETTERS DESIGNED IKS DRAWN ABG D 6/10/10 IKS KRH FINAL ISSUED FOR CITY OF TUKWILA PERMITS C 1/8/10 IKS KRH MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 1" B 1/8/10 IKS KRH RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS A 7/31/09 IKS KRH ISSUED FOR CITY OF TUKWILA PERMITS REV DATE CHK'D APP'D REVISION DESCRIPTION ' King County Department of Natural Resources and Parks Solid Waste Division ECK An SAIC Company R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154 -1004 (206) 695 -4700 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT LEGEND PROJECT NUMBER: 1- 800 - 424 -5555 C00405C09 SHT. OF: 4 619 DRAWING NUMBER: G014 0 Lit 0 LL LLI m C!) 0 co J J U (.%) LLB 0_ J LL 0 U 0 LL 0 VJ J z_ LL 0) 0 v cac L 0- 0 6 v 0 v v v 0 0 0 a 0 .y 0 W Y 0 0 0 N M ao 0 0 v i oo E cV 0 0 N 0 ABBREVIATIONS AT AASHTO AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS ANCHOR BOLT(S) ACRYLONITRILE BUTADIENE STYRENE ABOVE ASPHALT CONCRETE, ABOVE COUNTER AUTOMATIC CIRCUIT BREAKER AMERICAN CONRETE INSTITUTE ACOUSTICAL ASPHALT CONCRETE PAVEMENT ALGEBRAIC DIFFERENCE AMERICANS WITH DISABILITIES ACT ADJUSTABLE ABOVE FINISH FLOOR ALUMINUM APPROXIMATE ARCHITECTURAL ASSEMBLY AMERICAN SOCIETY FOR TESTING AND MATERIALS ASPHALT TREATED BASE AUTOMATIC TRANSFER SWITCH AVENUE AB ABS ABV AC ACB ACI ACOUST ACP AD ADA ADJ AFF ALU M 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 BACKFLOW PREVENTER BLACK IRON BUILDING BEST MANAGEMENT PRACTICE BOTTOM OF, BY OTHERS BOTTOM OF STEEL BOTTOM BACKFLOW PREVENTOR ASSEMBLY BRACKET BEGIN VERTICAL CURVE BEGIN VERTICAL CURVE ELEVATION BEGIN VERTICAL CURVE STATION BOOT WASH CHANNEL, CONDUIT, CONCRETE, CONDENSATE COMPRESSED OUT COMPRESSED AIR MANHOLE CATEGORY CATCH BASIN CENTER TO CENTER CEMENT CONCRETE PAVEMENT CONTROLLED DENSITY FILL CUBIC FEET PER MINUTE CHECKERED CEDAR HILLS REGIONAL LANDFILL CAST IRON CAST IN PLACE CONSTRUCTION JOINT CENTERLINE CLEAR, CLEARANCE CORRUGATED METAL PIPE CONCRETE MASONRY UNIT CLEAN OUT COLUMN COMMERCIAL COMMUNICATIONS COMPACTOR CONCRETE CONFERENCE CONNECT CONSTRUCTION CONTINUOUS CORNER CORRUGATED POLYETHYLENE PIPE COMPLETE JOINT PENETRATION CRUSHED SURFACING BASE COURSE CRUSHED SURFACING TOP COURSE CONTAMINATED STORMWATER CURRENT TRANSFORMER CONTROL JOINT CENTER COUNTERSINK COLD WATER CUBIC YARD DRAIN DRAINAGE BASIN DOUBLE DEMAND CRITICAL WELD DOUBLE DETECTOR CHECK BACKFLOW PREVENTION ASSEMBLY DETAIL 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 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 HK HMA HM HORIZ HPU HRP HRW HT HW HWD HWT HWY HYD —5 D E N NC NFO NSUL NT NV SR W WWTF JAN JT L LA LAV LB LCB LCK LF LG LL LLH LLV LP LSL LT LVR MAN MATL MAX MB MBC MCC MCP MDO MECH MEZZ MFR MGMT MH MI MIN MISC MJ MON MRGWB MSL MSS MTD MTL N N/A NAT NE NGPA NIC NO NOM NPA NPW NS NTS NW OC OCC OD HOOK HOT MIX ASPHALT HOLLOW METAL HORIZONTAL HYDRAULIC POWER UNIT PEDESTAL — MOUNTED HOSE REEL WALL — MOUNTED HOSE REEL HEIGHT HOT WATER HIGHLINE WATER DISTRICT HOT WATER TANK HIGHWAY HYDRANT INTERSTATE 5 INSIDE DIAMETER INVERT ELEVATION INCHES INCLUDING INFORMATION INSULATION INTERIOR INVERT INTRINSICALLY SAFE RELAY IRRIGATION WATER INDUSTRIAL WASTEWATER TREATMENT FACILITY JANITOR JOINT LEACHATE, LENGTH, ANGLE LEASE AREA LAVATORY POUND LEACHATE CATCH BASIN LOCKER LINEAR FEET LANDFILL GAS LIVE LOAD LONG LEG HORIZONTAL LONG LEG VERTICAL LOW POINT LONG SLOTTED HOLE LEFT, LIGHT LOUVER MANUFACTURER MATERIAL MAXIMUM MOLLY BOLT METAL BUILDING CONTRACTOR MOTOR CONTROL CENTER MOTOR CIRCUIT PROTECTOR MEDIUM DENSITY OVERLAY MECHANICAL MEZZANINE MANUFACTURER MANAGEMENT MANHOLE MALLEABLE IRON MINIMUM MISCELLANEOUS MECHANICAL JOINT MONUMENT MOISTURE RESISTENT GYPSUM WALLBOARD MEAN SEA LEVEL MANUFACTURER'S STANDARDIZATION SYSTEM MOUNTED METAL NORTH NOT APPLICABLE NATURAL NORTHEAST NATURAL GROWTH PROTECTION AREA NOT IN CONTRACT NUMBER NOMINAL NORTH PROCESSING AREA NON— POTABLE WATER NEAR SIDE NOT TO SCALE NORTHWEST ON CENTER, OVER CURRENT OCCUPANTS OUTSIDE DIAMETER ODL ODH OH OL OPNG OPP OPS OS &Y OSA OWS P —LAM PB PBS PC PCF PDC PDH PDV PE PENET PERF PH PI PIV PJ PKWY PL PLAS PLC PLT POC PR PRC PRV PSE PSF PSI PT PV PVA PVC PVDF PVI PVMT PW R RA RCP RD REC RED REF REINF REQ RGS RM RO ROW, R/W RSTRM RT S SA SAFB SC SCH SCV SD SDCO SDMH SE SEC SED SF SH SHR SHT SIM SJ SK SL SLDG SMH OUTSIDE DROP — LOW OUTSIDE DROP — HIGH OVERHEAD OVERLOAD OPENING OPPOSITE OPERATIONS OUTSIDE STEM AND YOKE OFFSITE AREA OIL —WATER SEPARATOR PLASTIC LAMINATE PERIMETER BERM, PULL BOX PUSH BUTTON STATION PRECAST, POINT OF CURVATURE, PUMPER CONNECTION POUNDS PER CUBIC FOOT POWDER COATED PIPE DEFLECTION, HORIZONTAL PIPE DEFLECTION, VERTICAL PHOTOELECTRIC, POLYETHYLENE PENETRATION PERFORATED ACIDITY POINT OF INTERSECTION, POST INDICATOR POST INDICATOR VALVE PANEL JOINT PARKWAY PLATE, PLACE PLASTER PROGRAM LOGIC CONTROLLER PLATE POINT OF CONNECTION PAIR POINT OF REVERSE CURVATURE PRESSURE REDUCING VALVE PUGET SOUND ENERGY POUND(S) PER SQUARE FOOT POUND(S) PER SQUARE INCH POINT OF TANGENCY PHOTOVOLTAIC, PLUG VALVE (ECCENTRIC) PHOTOVOLTAIC ARRAY POLYVINYL CHLORIDE, POINT OF VERTICAL CURVATURE POLYVINYLIDENE FLOURIDE POINT OF VERTICAL INTERSECTION PAVEMENT POTABLE WATER RADIUS, RANGE, RISE, RIGHT RETURN AIR REINFORCED CONCRETE PIPE ROOF DRAIN, ROAD RECEPTACLE REDUCER REFERENCE REINFORCED, REINFORCEMENT, REINFORCING REQUIRED RIGID GALVANIZED STEEL CONDUIT ROOM ROUGH OPENING RIGHT OF WAY RESTROOM RIGHT SOUTH, SANITARY, SLOPE, SWITCH SUPPLY AIR SOUND ABSORPTION FIBER BOARD SOLID CORE SCHEDULE SECTIONAL CONTROL VALVE STORM DRAIN STORM DRAIN CLEANOUT STORM DRAIN MANHOLE SOUTHEAST SECTION SEDIMENT SQUARE FEET SCALE HOUSE SHOWER SHEET SIMILAR CONTRACTION JOINT SKYLIGHT SLOPE DRAIN SLIDING SEWER MANHOLE SNGL SOG SP SPA SPEC SQ SR SS SS /IND SSL SSMH SSR SST SSWA ST STA STC STD STL SUPT SUSP SW SWP T T &B TBD TD TEMP TESC THK TO TOC TOF TOG TOM TOS TOW TRTD TS TSD ISO TTB TVSS TYP UBC UD UDCP UG UH UHMW UL UNO UP UR US UT UYH V VAC VC VCT VDC VERT VEST VNR VPI VTR W W/ W/O WA WC WC(E) WCO WD WH WHS WNDW WNP WP WQ WR SINGLE SLAB ON GRADE SPARE, SPACING, SITE PREPARATION SOUTH PROCESSING AREA SPECIFICATION SQUARE STATE ROUTE SANITARY SEWER SANITARY SEWER /INDUSTRIAL SHORT SLOTTED HOLE SANITARY SEWER MANHOLE STANDING SEAM ROOF STAINLESS STEEL SOUTH SOLID WASTE AREA STREET STATION SOUND TRANSMISSION COEFFICIENT STANDARD STEEL STRUCT STRUCTURAL SUPPORT SUSPENDED SOUTHWEST, SPRAY WATER STORM WATER PIPE TANGENT, TOP, TOWNSHIP, TREAD TOP & BOTTOM TO BE DETERMINED TRENCH DRAIN TEMPORARY TEMPORARY EROSION AND SEDIMENT CONTROL THICK TOP OF TOP OF CONCRETE TOP OF FOOTING TOP OF GRATE TOP OF MASONRY TOP OF STEEL TOP OF WALL TREATED TUBE STEEL TEMPORARY STORM DRAIN TRANSFER STATION OPERATORS TELEPHONE TERMINAL BOARD TRANSIENT VOLTAGE SURGE SUPPRESSOR TYPICAL UNIFORM BUILDING CODE UNDER DRAIN UNDERDRAIN COLLECTION PIPE UNDERGROUND UNIT HEATER ULTRA HIGH MOLECULAR WEIGHT UNDERWRITER'S LABORATORY UNLESS NOTED OTHERWISE UTILITY POLE URINAL UPSTREAM UNDERGROUND TELEPHONE UTILITY YARD HYDRANT VENT VOLTS ALTERNATING CURRENT VERTICAL CURVE VINYL COMPOSITION TILE VOLTS DIRECT CURRENT VERTICAL VESTIBULE VENEER VERTICAL POINT OF INTERSECTION VENT THRU ROOF WEST, WATER, WALL WITH WITHOUT WATER WATER CLOSET EXHAUST WALL CAP WALL CLEANOUT WOOD WATER HEATER WELDED HEADED STUD WINDOW WATER NONPOTABLE WORK POINT, WEATHER PROOF WATER QUALITY WATER RESISTANT WS WSDOT WTS WW WWF X STRONG XFMR YD WATER STOP WASHINGTON STATE DEPARTMENT OF TRANSPORTATION WELDED THREADED STUD WASTEWATER WELDED WIRE FABRIC EXTRA STRONG TRANSFORMER YARD REVIEWED FOR CODE COMPLIANCE APPROVED ADB 10 2010 City of Tukwila BUILDING DIVISION b09- (��I RECEIVED JUN 14 2010 PERMIT CENTEF DESIGNED IKS DRAWN D 6/10/10 IKS KRH FINAL ISSUED FOR CITY OF TUKWILA PERMITS ABG C 1/8/10 VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" B 1/8/10 IKS IKS KRH KRH MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS A 7/31/09 IKS KRH ISSUED FOR CITY OF TUKWILA PERMITS REV DATE CHK'D APP'D REVISION DESCRIPTION La King County Department of Natural Resources and Parks Solid Waste Division II 1AT K An SAIC Company R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154 -1004 (206) 695 -4700 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT ABBREVIATIONS PROJECT NUMBER: C00405C09 SHT. OF: 5 619 DRAWING NUMBER: G015 1- 800 -424 -5555 3 0 0 03 0 Q 0 0 (0 0 v c 0 Cf co I 0 i CO) 0 0 0 V 0 0 0 0 0 i 0 O CL 0 .N 0 0. N 0 0 0 co oo 0 o 0 E o. st- ao N 0 0 N • 28S SECTION 35, TOWNSHIP 23N, RANGE 4E N10-17'46"E _T 158.41' ,4 INTERSTATE 5 NORTHBOUND LW 2445 +33.3 (215' RT) N 161925.88 E 1285046.93 REVIEWED FOR CODE COMPLIANCE APPROVED AUG 102010 City of Tukwila BUILDING DIVISION X9.4 1 -240 220 -- 220....._ - - 230 GENERAL NOTES 1. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. VERIFY ALL EXISTING UTILITIES IN THE FIELD. FOR AID IN UTILITY LOCATION, CALL 1 -800- 424 -5555, 48 HOURS (2 WORKING DAYS) PRIOR TO BEGINNING OF CONSTRUCTION. EXISTING UTILITIES, WHETHER SHOWN OR NOT, SHALL BE LOCATED PRIOR TO CONSTRUCTION SO AS TO AVOID DAMAGE OR DISTURBANCE. THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY AND COSTS CONNECTED THEREWITH TO PROTECT, MAINTAIN AND REPAIR, WHERE NECESSARY. 2. CONTRACTOR SHALL ARRANGE A PRECONSTRUCTION CONFERENCE WITH THE CITY OF TUKWILA AND HIGHLINE WATER DISTRICT INSPECTORS PRIOR TO BEGINNING ANY WORK. 3. AT LEAST 48 HOURS (2 WORKING DAYS) BEFORE STARTING PROJECT SITE WORK, NOTIFY THE CITY OF TUKWILA UTILITIES INSPECTOR AT 206 -433 -0179. REQUEST A CITY OF TUKWILA PUBLIC WORKS UTILITY INSPECTION AT LEAST 24 HOURS (1 WORKING DAY) IN ADVANCE BY CALLING 206 - 433 -0179. 4. AT LEAST 72 HOURS (3 WORKING DAYS) BEFORE STARTING PROJECT WATER UTILITY WORK, NOTIFY HIGHLINE WATER DISTRICT AT 206 - 824 -0375. REQUEST A HIGHLINE WATER DISTRICT UTILITY INSPECTION AT LEAST 72 HOURS (3 WORKING DAYS) IN ADVANCE BY CALLING 206- 592 -8944. CONSTRUCTION LIMITS --280 0 CONSTRUCTION LIMIT POINTS IL, POINT NORTHING EASTING DESCRIPTION 1 160565.38 1284825.91 2 16059 6.60 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 DESIGNED IKS - 30 -"_` ,; :STREgM E PLAN CONSTRUCTION LIMITS SCALE: 1"=100' LW 2455 +00.0 (215' RT) jai 0 ZO/ FV CD OD 1 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. 9. 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. 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. 1"=100'.-0" RECEIVED JUN 14 2010 PERMIT CENTER 100 0 100 200 Scale Feet DRAWN JF D 6/10/10 c 1/8/10 IKS IKS KRH KRH FINAL ISSUED FOR CITY OF TUKWILA PERMITS MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" B A 1/8/10 7/31/09 IKS IKS KRH KRH RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS ISSUED FOR CITY OF TUKWILA PERMITS REV DATE CHK'D APP'D REVISION DESCRIPTION La King County Department of Natural Resources and Parks Solid Waste Division HIV ECK An SAIC Company R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154 -1004 (206) 695 -4700 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT GENERAL NOTES AND PROJECT AREA BOUNDARY PROJECT NUMBER: C00405C09 SHT. OF: 6 619 DRAWING NUMBER: 0016 1- 800 - 424 -5555 C9 0 w 0 LL Mw W v C 0 co J J U ct w 0_ J LL 0 U LL 0 LL 0 w VJ LL 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. SURVEY CONTROL 1. HORIZONTAL DATUM: WASHINGTON COORDINATE SYSTEM, NORTH ZONE NAD83/91 PROJECT CONTROL ESTABLISHED USING GLOBAL POSITIONING FAST — STATIC (CPS) METHODS. CONTROL WAS EXTENDED THROUGH THE PROJECT REACH BY WASHINGTON STATE DEPARTMENT OF TRANSPORTATION SURVEY CONTROL MONUMENTS. EXISTING FREE RECYCLING AREA EXISTING TIRE WASH 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). EXISTING CELL TOWER 250 - 240 , . _.,.. 230 <...:<.... -220 _ ~220 HC 17 -8 (WSDOT) --230 .. 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. So REVIEWED FOR APPROVED COVED AUti I 0 2010 0 Percent Faci 0 0 m 0 a 0 .5 0 w — 00839 -20000 Bow Lake a> 0 N E 0 GREENBERGAB ID # HC 17 -7 (WSDOT)* HC 17 -8 (WSDOT) * NOT SHOWN ON CONTROL POINT TABLE NORTHING EASTING 165,203.5902 1,285,446.2510 161,774.6040 1,285,016.9050 PLANS HC 17 -7 (WSDOT) APPROX 1/2 MILE NORTH EXISTING WALL D BUIWIofT` f} ' IVISION ELEV. 286.500' 290.711' EXISTING SURFACE WATER DETENTION VAULT EXISTING SURFACE WATER QUALITY TREATMENT VAULT CONSTRUCTION LIMITS .' 8" 40 =DECEIVED JUN 14 2010 PERMIT CENTER r- ir l40 'Pogo o DRIVING RANGE PLAN CONDITIONS AND SURVEY CONTROL SCALE: 1" = 80' b 09%. Up 80 1 "= 80' -0" 0 80 160 Scale Feet DESIGNED IKS DRAWN JF D 6/10/10 IKS KRH FINAL ISSUED FOR CITY OF TUKWILA PERMITS VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" C B A REV 1/8/10 1/8/10 7/31/09 IKS IKS IKS KRH KRH KRH MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS ISSUED FOR CITY OF TUKWILA PERMITS DATE CHK'D APP'D REVISION DESCRIPTION 10 King County Department of Natural Resources and Parks Solid Waste Division Inv II{ [lc An SAIC Company R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154 -1004 (206) 695 -4700 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT EXISTING CONDITIONS AND SURVEY CONTROL PROJECT NUMBER: C00405C09 SHT. 7 OF: 619 DRAWING NUMBER: G017 v 0 in 1. BUILDING LOCATIONS ARE AS FOLLOWS. 260- -250 240`- 2,5U ... 22U -22U ..- ....... 230 BUILDING SURVEY CONTROLS TRANSFER/TSO BUILDING: GRID REFERENCE INTERSECTION A/11 N 162085.845, E 1285191.512 GRID ROTATION: 73.39 SCALE FACILITY: GRID REFERENCE INTERSECTION A/1 N 161535.380, E 1285094.790 GRID ROTATION: 87.21 RECYCLING BUILDING: SOUTHWEST CORNER N 161754.555, E 1285241.611 NORTHWEST CORNER N 161794.764, E 1285286.144 FUELING FACILITY AND ENGINE GENERATOR SET 0, R \Seattle \11 - 00839 -20000 Bow Lake v co N O 0 0 N 0 GREENBERGAB DESIGNED PROPERTY BOUNDARY IKS 240 ,235 230 .225 2 ?0 215. 210 205 2001 `195 :1901 185: 180: -EXISTING SURFAC —WM DETENTION VAULT TIRE WASH, / f , ,` '`' RAINWATER VAULT` o i / r �� "� ( I I, 0 '' /` I. r �J f d� - r./ 1 -o - ,' O. F r 'J /f! I i/ J(o f ' 'C k'") VIEWED FOR COMPLIANCE PROVED uti 10 2010 of Tukwila ING DIVISION PLAN SITE GRADING SCALE: 1" = 80' DRIVING RANGE RECEIVED JUN 14 2010 PERMIT CENTER 80 160 DRAWN ABG D 6/10/10 IKS KRH FINAL ISSUED FOR CITY OF TUKWILA PERMITS C 1/8/10 IKS KRH MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" 8 A 1/8/10 7/31/09 IKS IKS KRH KRH RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS ISSUED FOR CITY OF TUKWILA PERMITS REV DATE CHK'D APP'D REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division ECK An SAIC Company 109- ((,L R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154 -1004 (206) 695 -4700 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT GENERAL ARRANGEMENT SIDE PLAN AND BUILDING CONTROLS PROJECT NUMBER: Feet C00405C09 SHT. OF: 8 619 DRAWING NUMBER: G018 1- 800 - 424 -5555 0 0 w 0 LL w m ct 0 co J J U VJ ct w 0 J L� 0 V ct 0 LL 0 w VJ J z U_ STRUCTURAL NOTES: 1. DESIGN BASIS, 2006 IBC 2. DESIGN LOADS FOR PROJECT FEATURES: GENERAL ROOF SNOW LOAD . 25 PSF SNOW LOAD IMPORTANCE FACTOR, 1 1.2 TRANSFER BUILDING COLLATERAL LOAD . . 5 PSF COMMERCIAL ENTRANCE AND LOADING AREA- ......_ MSH1O 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 WPM AND RECEMNG FLOORS AASHTO HS -20 RETAINING WALLS LATERAL LOADS SEE SEPARATE NOTES WIND LOAD BASIC WIND SPED EXPOSURE CATAGORY IMPORTANCE FACTOR Kzt CLADDING WIND LOAD SEE 5251 FOR ROOF CALDDING WIND LOADS SEE S252 AND S253 FOR WALL CLADDING WIND LOADS 85 MPH B 1.15 1.2 EARTHQUAKE LOAD SITE CLASSIFICATION Ss S1 IMPORTANCE FACTOR 1.38 0.47 1.50 SEISMIC DESIGN R VALUES TRANSFER BUILDING EAST -WEST STEEL ORDINARY MOMENT FRAMES 3.5 NORTH - -SOUTH STEEL SPECK. CONCENTRICALLY BRACED FRAMES . 6.0 TSO BUILDING STEEL SPECIAL CONCENTRICALLY BRACED FRAMES 6.0 SOUTH SCALE FACILITY BUILDING UGHT FRAMED SHEATHED SHEARWALLS 6.5 RECYCUNG BUILDING EAST -WEST STEEL ORDINARY MOMENT RESISTING FRAMES 3.5 NORTH - SOUTH UGHT FRAMED SHEATHED SHEARWALLS 6.5 3. GEOTECHNICAL REPORT: PREPARED BY: HWA GEOSCNENCES INC TITLE: FINAL GEOTECHNICAL REPORT BOW LAKE RECYCLING & TRANSFER STATION KING COUNTY SOLID WASTE DIVISION HWA JOB NO, 2003 - 008 -21 DATED AUGUST 28, 2008 SUPPLEMENTAL HWA REPORTS, FINAL SLOPE STABILITY REPORT AUGUST 28, 2008 FINAL GEOTECHNICAL REPORT SLOPE PIPEUNES AUGUST 28, 20038 STRUCTURAL CONCRETE AND REINFORCEMENT: A. CONCRETE MIX DESIGN - STRUCTURAL CONCRETE (UNO) 28 DAY STRENGTH RECEMNG AND NPA FLOORS W/C RATIO NOMINAL MAX SIZE AGGREGRATE 4000 PSI 6000 PSI 0.38 MAX 1 1/2" DESIGNED RML (MEMBERS OVER 12" IN SIZE) NOMINAL MAX SIZE AGGREGRATE (MEMBERS LESS THAN 12" IN SIZE). SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS B. REINFORCING STEEL ASTM A615 GRADE 60 DEFORMED BARS, C. LAP SPLICES NOT SHOWN MAY BE REQUIRED BECAUSE OF BAR LENGTH OR CONSTRUCTABIUTY. D. REINFORCING BAR HOOKS AND BENDS SHALL CONFORM TO THE REQUIREMENTS OF THE ACI BUILDING CODE (ACT 318 -05). sr E. UNLESS OTHERWISE NOTED ON THE DRAWINGS, THE MINIMUM DEVELOPMENT LENGTH AND MINIMUM LENGTH OF LAP FOR SPUCING PARALLEL BARS SHALL BE AS SHOWN IN THE TAME BELOW. WHEN BARS ARE DIFFERENT SIZES, THE LAP LENGTH SHALL BE GOVERNED BY THE SMALLER DIAMETER BAR. BAR SIZE OIDIELOPMEttf ( LENGTH LEON OF LAP SPIKE (ass 0) OTHER OARS TOP WRS OME R MIS TOP W 14" 181 18' 24' -13 14 1S' 246 23' 32` 15 24* 31' 31' 40" 16 28 37' 3r 48" 7 41' 54* 54* 70" 48u 62* 62s 8O 19 53" W' 69r 90' /10 59" 77" 77' 100' 111 65" 85- 115" _ 110' , 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) F. MINIMUM CONCRETE COVER, UNLESS NOTED OTHERWISE ON THE DRAWINGS: 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 15 AND SMALLER: 1 1/2 INCHES CONCRETE NOT EXPOSED TO WEATHER OR SOIL SLABS, WALLS, JOISTS: 3/4 INCHES BEAMS, COLUMNS: 1 1/2 WKS PUSH WALLS: 3" (PUSH SIDE) G. CHAMFER EXPOSED CORNERS 3/4" UNLESS NOTED OTHERWISE. H. THE FIRST AND LAST BARS IN WALLS AND SLABS, STIRRUPS IN BEAMS AND 11ES IN COLUMNS ARE TO START AW END AT A MAXIMUM OF ONE -HALF OF THE ADJACENT BAR SPACING, UNO. I, REINFORCEMENT INDICATED AS A DOWEL (DWL) SHALL BE HOOKED INTO THE WALL OR SLAB SHOWN. HOOK SHALL BE LOCATED AT SAME DEPTH AS BOTTOM RE1NF (SLAB) OR FAR WALL REIN UNLESS NOTED OTHERWISE. 5. STRUCTURAL AND MISCELLANEOUS STEEL: A. STRUCTURAL. STEEL SHALL CONFORM TO THE FOLLOWING, UNLESS NOTED OTHERWISE: PLATE AND BAR ASTM A36 WIDE RANGE SHAPES .. ASTM A992 ARMOR PLATE ASTM 4514 GRADE S HISS TUBES, SQUARE AND RECTANGULAR ASTM A500, GR B STEEL PIPE ___ _ ASTM A53, TYPE E OR S, GR 8 CHANNELS, ANGLES ASTM A36 STAINLESS STEEL ASTM A 276, TYPE 304 OR 316 BOLTS ASTM A325 OR A307, AS REQUIRED 111111111111111r.. RIM C 1/8/10 TICS KRH . MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION VERIFY SCALE BAR IS ONE INCH ON ANSI "D' DRAWING 0 1 " a A REV 1/8/10 11/17/09 DATE 1KS KR}I RESPONSE - TO CITY OF TUKWILA CORRECTION LETTER 11 IKS CHK'D KRH APP'D ISSUED FOR FINAL INTER - DISCIPLINARY REVIEW '111111111•111111•1111111•111r REVISION DESCRIPTION B. HEADED STUD WELDS ARE NOT CALLED OUT ON DRAWINGS. HEADED STUDS SHALL BE BUTT WELDED USING HEADED STUD MANUFACTURER'S STUD WELDING EQUIPMENT. 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. COH+CTORS REFERRED TO BY LETTERS OR NUMBERS REFER TO 'STRONG -TIE' PRODUCTS MANUFACTURED BY SIMPSON COMPANY, OR EQUIVALENT. 7. SPECIAL INSPECTION SPECIAL INSPECTION IS REQUIRED IN ACCORDANCE WITH IBC SECTION 1704, DRAWING 5012, 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 TE SIGNED REPORT RR THE INSP COLD- FORMED METAL FRAMIN YIELDING WELDER CERTIFICATION • '1. RESULTS, AS WELL AS A FINAL TED ITEMS. AMERICAN WELDING SOCIETY (AWS) D1.3 STRUCTURAL WELDING CODE -SHEET STEEL 3 WASHINGTON ASSOCIATION OF BUILDING OFFICIALS (WABO) MATERIALS: 16 GAUGE (54 MILS) AND HEAVIER ASTM A1003, STUCTURAL QUALITY (SQ), GRADE 50, TYPE H 16 GAUGE (43 MILS) AND STRUCTURAL QUALI1Y (50), 9. METAL DECK WELDING WELDER CERTIFICATION M l s .3, 33, TYPE H AMERICAN WELDING SOCIETY (AWS) D1.3 STRUCTURAL WELDING CODE -SHEET STEEL AMERICAN WELDING SOCIETY ASSOCIATION OF BUILDING OFFICIALS (WABO) MATERIALS: METAL DECKING WITH G60 GALV: ASTM A653, STRUCTURAL. STEEL (SS), GRADE 33, MIN YIELD STRENGTH 39 KSI METAL DECKING WTII G90 GALV: ASTM A653, STRUCTURAL. STEEL (SS), GRADE 80 POUR STOPS /ACCESORIES: MIN YIELD STRENGTH 33 KSN UNTOPPED DECK SHALL BE GALVANIZED TO ASTM A924 G90 WHERE DECK 15 LEFT PERMANENTLY. EXPOSED. IN OTHER AREAS, GALVANIZED COATING SHALL BE GALVANIZED TO ASTM A924 G60. CONCRETE TOPPED DECKS SHALL BE GALVANIZED TO ASTM A653 G60. 10. OPEN WEB STEEL JOIST D OPEN WEB STEEL JOIST SHALL CONFORM TO THE REQUIREMENTS OF THE STEEL JOIST INSITTUTE. JOIST SHALL BE SUPPLIED WITH THE PROPER CEILING EXTENSIONS, BRACING AND BRIDGING TO PROVIDE LATERAL STABIUTY OF ALL JOIST TO COMPLY WITH THE REQUIREMENTS OF THE STEEL.. JOIST INSTITUTE AND OSHA. King County Department of Natural Resources and Parks Solid Waste Division An SAIC Company SOIL SEIS 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 0.32G, 10% EXCEEDANCE IN 50 YEARS. RETAINING WALL LOADS: SEE LOAD DIAGRAMS THIS SHEET FOR SOIL AND LIVE LOADS ON RETANG WAU.S. 3. STABILITY CRITERIA: LOAD CASE NORMAL UNUSUAL SEISMIC RESULTANT LOCATION MID 1/3 MID 1/2 WITHIN BASE NORMAL LOAD CASE: UNUSUAL LOAD CASE: SEISMIC LOAD CASE: C SURCHARGE FS SLIDING 1.50 1.33 110 DEAD LOADS (SOIL. + CONCRETE), SOIL STATIC LATERAL LOAD (ACTIVE), LATERAL SURCHARGE LOADS SNOW LOADS, 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) REVIEWED FOR CODE COMPLIANCE APPROVED Al% 10 2010 City of Tukwila BUILDING DIVISION SOIL ACTIVE VEHICLE IMPACT 1000 LB /FT OVER -in cv 6.5H PSF bO9IOL R.W. Beck, Inc. 1 001 Fourth Avenue, Suite 2500 Seattle, WA 98154 -1004 (206) 695-4700 70 PSF 35 PCF saa WT 130 PCF 1 CONC MASS b SuC 0.41G SUDING COEF FRICTION 0.45 MAX ALLOWABLE BEARING 3000 PSF. WALLS G, K, L 5000 PSF, WALLS H, J LOAD DIAGRAM - RETAINING WALLS G,H,J,K. SCALE NTS DOP)- 164 REVIEWED CWA Consultants, PS By: Date: BOW LAKE RECYCUNG AND TRANSFER STATION SITE FACIUTIES CONTRACT STRUCTURAL NOTES PROJECT *MOM C00405C09 sH'T. Of 150 619 DRAWING I~IE MBOb soli °.D FOR CITY OF TUKWILA PERMITS - NOT FOR CONSTRUCTION ILL N N CL ait IBC TABLE 1704.3 REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION VERIFICATION AND INSPECTION CONTINUOUS PERIODIC REFERENCED STANDARD ° IBC REFERENCE 1. MATERIAL VERIFICATION OF HIGH- STRENGTH BOLTS, NUTS AND WASHERS: _ X 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: X - ASTM C 172 ASTM C 31 ACI 318: 5.6, 5.8 1913.10 a. SNUG -TIGHT CONNECTIONS. - X ACI 318: 5.9, 5.10 1704.3.3 b. PRETENSIONED CONNECTIONS X X AISC 360, SECTION M2.5 c. SLIP-CRITICAL , /�CONNECTIONS. /� A w w X X /\\ ACI 318: 6.1.1 3. MATERIAL VERIFICATION OF STRUCTURAL STEEL: 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. - - AISC 360, SECTION A3.5 - b. MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQD - - - 5. INSPECTION OF WELDING: 0. STRUCTURAL STEEL: - - 1) COMPLETE AND PARTIAL PENETRATION GROOVE WELDS. X AWS D1.1 /C\ 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 MATERIAL 1.5" AND THICKER X - 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 AC1318:3.5.2 - 1) VERIFICATION OF WELDABtLITY 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 SPECIAL REINFORCED CONCRETE SHEAR WALLS AND SHEAR REINFORCEMENT. X - 3) SHEAR REINFORCEMENT. X - 4) OTHER REINFORCING STEEL. - X 6. INSPECTION OF STEEL FRAME JOINT DETAILS FOR COMPLIANCE WITH APPROVED CONSTRUCTION DOCUMENTS: a. DETAILS SUCH AS BRACING AND STIFFENING. b. MEMBER LOCATIONS. c. APPLICATION OF JOINT DETAILS AT EACH CONNECTION. - - - X - - _ 1704.3.2 a. WHERE APPLICABLE, SEE ALSO SECTION 1707.1, SPECIAL INSPECTION FOR SEISMIC RESISTANCE. IBC TABLE 1704.4 REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION 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 1 913.4 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 - 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. X _ 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 - a. WHERE APPUCABLE, SEE ALSO SECTION 1707.1, SPECIAL INSPECTION FOR SEISMIC RESISTANCE. REQUIRED VERIFICATION AND INSPECTION OF MANUFACTURED MATERIALS AND SYSTEMS MATERIALS VERIFICATION AND INSPECTION CONTINUOUS PERIODIC COMMENTS REFERENCES OTHER ADHESIVE ANCHORS X - HILT] 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 17 IBC 1704.13.3 ICC ESR -1 917 REQUIRED VERIFICATION AND INSPECTION OF FRAMING 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 IBC TABLE 1704.7 REQUIRED VERIFICATION AND INSPECTION OF SOILS 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 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 - 5. PRIOR TO PLACEMENT OF CONTROLLED ALL, OBSERVE SUBGRADE AND VERIFY THAT SITE HAS BEEN PREPARED PROPERLY. - a. SOIL SPECIAL INSPECTION IS NOT REQUIRED DURING PLACEMENT OF CONTROLLED FILL HAVING A TOTAL DEPTH OF 12 INCHES OR LESS. IBC TABLE 1704.8 REQUIRED VERIFICATION AND INSPECTION OF PILE FOUNDATIONS VERIFICATION AND INSPECTION CONTINUOUS DURING TASK USTED 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 - 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. - - OTHER QUALITY ASSURANCE STRUCTURAL OBSERVATION BY ENGINEER-OF-RECORD PERIODIC IBC 1709 CONTRACTOR'S STATEMENT OF RESPONSIBILITY - IBC 1706 By: Date: BMEp � CO ( VC E APPRO/ p AUG 1 0 1010 City of Tukwila UILDING DIVISION REVIEWED CWA Consultants, PS 1- 800 - 424 -5555 0 /c\ O co M. LEONARD DRAWN S. HESS VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" c 8 A 1/08/10 12/23/09 7/31/09 MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTER #1 ISSUED FOR CITY OF TUKWILA PERMITS REV DATE CHK'D APP'D REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division 1�1/L L Engineering, plIc 1424 Fourth Ave, Suite 815 Seattle, Washington 98101 206.264.2727 206.264.4835 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT STRUCTURAL QUAUTY ASSURANCE PROJECT NUMBEFt 000405009 sue. O 151 619 DRAWING NUMBER: S012 0 U ce U) Z 0 0 0 LL 0 1 w 0 J LL 0 Lt 0 LL w 2" CLEAR TAPPED SPLICE + b OFFSET 3" TO 8* OFFSET • TER THAN 8" — UNRESTRICTED MEMBER THICKNESS Ld `.: Id 1 "LdIv� 90 HOOK OFFSET GREATER THAN 8* — RESTRICTED MEMBER THICKNESS REINFORCEMENT ARRANGEMENT AT OFFSETS NO SCALE RESTRICTED MEMBER THICKNESS REINFORCEMENT AT CORNERS - DOUBLE CURTAIN NO SCALE s CORNER BARS TO MATCH HORIZ. REINF. CORNER BARS TO MATCH CROSS WALL /FIG HORIZ. REINF. (ALT. HOOKS) ADDITIONAL —' VERT. BARS CROSS WALLO/FTG. SINGLE CURTAIN .4 • TYP. CORNER BAR ID REINFORCEMENT AT CORNERS- SINGLE CURTAIN Na SCALE EXTRA BARS SEE NOTE 3 1.3Ld PROVIDE STD HOOK WHERE STRAIGHT EXTENSION CANNOT BE OBTAINED 3" TYP ROUND OPENING TWO CORNER BARS, TYP PLACE INSIDE OF FACE REINFORCEMENT OPENING .‘■ OPENING ORIENTATION OF MAIN WAII REINFORCEMENT • 4 -15 DIAGONALS FOR EACH CURTAIN OF REINFORCEMENT EXTRA REINFORCEMENT REQUIRED FOR OPENINGS 8"# OR LARGER 1.3 Id Vr, CONCRETE COVER DISTANCE I, SAME SIZE AS EXTRA BARS 4� TYP 4" REQ'D REINFORCEMENT REQ'D FOR EITHER SIDE GREATER THAN 8" RECTANGULAR OPENING. REINFORCEMENT ARRANGEMENT AROUND OPENINGS NOTES: 1. THIS DETAIL USED FOR OPENINGS WIT OTHERWISE DETAILED. 2. OMIT CORNER BARS AT SIDES OF OPENINGS :ADJACENT TO FLOORS, WALLS OR BEAMS. Id IS DEVELOPMENT LENGTH. 3. AREA OF EXTRA BARS ON EACH SIDE, T & 8, OF EVENING 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 BOLT PROJECTION SEE METAL BLDG PLANS BOLT SIZE 1/2" 5/8.. 3/4* 718* 1w 1 1/4* a s 1 I 4 .4, t EMBEDMENT MATERIAL DEPTH GRADE 6" 36 8" 36 1, -0* 36 1' -6" 2' —O" 2' -6, 36 36 55 .. - • " -a t. PL 1/4 DOUBLE NUTS BASE PLATE • EMBEDMENT DEPTHS ARE MINIMA- UNLESS NOTED OTHERWISE ON DRAWINGS. • ANCHOR BOLTS SHALL BE ASTM F1554 GRADE NOTED GALVANIZED UNLESS NOTED OTHIMESE ON DRAWINGS. TYPICAL TRANSFERITO BUILDING FRAME ANCHOR BOLTS NO SCALE ,a.�,, . - RML - • • RIM d 1/8/10 IKS KRH MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION 1/8/10 IKS KRH . RESPONSE Ta CITY OF TUKWILA CORRECTION LETTER # 1 VERIFY SCALE B BAR IS ONE INCH ON "D" A 11/17/09 IKS KRH ISSUED FOR FINAL INTER— DISCIPUNARY REVIEW ANSI DRAWING 0 111111111 1 " REV DATE CHK'D APP'D REVISION DESCRIPTION - - cEOtExttLE DRAINAGE MAT —\\ cEOTExntE LAP -0" 4 \i//YA DETAIL FOOTING DRAIN 1"=1' —0* DETAIL LOCATE TOP BARS DIRECTLY OVER BOT BARS TYPICAL BEAM LAYERED REINFORCEMENT NO SCALE 3/8" 4" 1/2* 5* 5/8" 7" 3/4" 8" 7/8* 9* 1" 10* 1 1/8" 12" 1 1/4" 13" -1 1/2* 15' TYPICAL 'NO SCALE King County Department of Natural Resources and Parks Solid Waste Division • EMBEDMENT DEPTHS ARE MINIMUM UNLESS NOTED OTHERWISE ON DRAWINGS. ANCHOR BOLTS SHALL BE A307 GALVANIZED UNLESS NOTED OTHERWISE ON DRAWINGS. • ANCHOR BOLTS SHALL BE EXPANSION AB OR • ADHESIVE A8 AS CALLED OUT ON DRAWINGS, IF NOT CALLED OUT MAY BE EITHER. WHEN EMBEDMENT DEPTH EXCEEDS THE THICKNESS OF SOLID CONCRETE OVER METAL DECKING FLUTES, USE THRU BOLT DETAIL. By: Date: DETAIL STEM WALL (FOR HORIZONTAL PENETRATION) OR WALL FOOTING (FOR VERTCLAI,. 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 PPE AND FOOTING BOTTOM. FOOTING DRAIN WALL PENETRATION SCALE. 1 " =1' —O" 1)09%- Upg DRILLED IN ANCHOR BOLTS An SAIC Company R.W. Beck, Inc. 1001 Fourth Avenue. Suite 2500 Seattle; WA 981 54.1004 (206) 895 -4700 REVIEWED FOR COAPpR�OVED E AUG 1 0 2010 City of Tukwila BUILDING nlvIRIn u IF EMBEDMENT DEPTH IS LESS 1HAN CONCRETE THICKNESS, USE DRILLED—IN OPTION. REVIEWED CWA Consultants, PS 1 0 . 1 2 1 *-1'— °* scale Feet 12" 9" 6* .3" O • 1 1- 1/2 " -1' —O" rind . Feet *BOW MAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT STANDARD STRUCTURAL DETAILS PROJECT N C00405C09 OHL OF: 152 619 DRAWING G N4N S013 ISSUED FOR CITY OF TUKWILA PERMITS NOT FOR CONSTRUCTION SECOND: "POUR 3" .CL • 1 /Z'x " :. It T ALI:ER FLUSH WI SURF ACE MALL CQNTROL!CONsamucTKKN JOINT TY SCALE NTS 3/8 "x2' FORMED OR SAW . CUT NOTCH. W /SQUARE EDGES, FILL W /EPDXY JOINT FILLER -s ..SECOND POUR WI FIST POUR ` TOOLED 1/8* - RAD MONOL(tWC POUR 1/2"x2* JOINT FILLER CLR, TYP, 4 f 4 • • . A • GALV DOWEL ,(` \1:/``,, ,MONOE.ET}EIC POUR 3/8x1 1/2* FOMED OR SAW CUT : NOTCH W /SQUARE EDGES, FILL W /EPDXY JOINT F ER SECOND POUR RST POUR DES EXPOSED WALL CONTROL/CONSTRUCTION JOINT TYPE 2 (CT.W2) SCALE: its GALV DOWEL 0 CTR SEPARATE POURS 3/8"x2" FORMED OR SAW.. CUT NOTCH` W /SQUARE. EDGES, FILL VI /EPDXY JOINT FILLER GALV DOWEL 0 CTR 1:• .:, �• `r 4 •�. _ 4. - • .4 4 .. 4. • f• CTJ W tOBAS N . RESISTANT TOPPl1+ CASE1 4 4 4 4 a TRANSFER BUILDING TIPPING AND RECEIVING FLOOR CONTROL JOINTS (CTJS1) scAtE: Ms 1/2"x2" JOINT FILLER FLUSH W /SURFACE ABATE POURS CONTROL JOINT -SLAB ON GRADE JOINTS (CTJS2) SCALE: NTS 1/2" THICKxFULL CONC DEPTH JOINT FILLER 4 e4 ISOLATION JOINT SCALE: NTS CONT 14 1 1/2* .CLR 5 4 CURB DIMENSIONS 14012 NOTE: 1. USE SIM DETAIL :0 WIDENED CURBS AND . 0. COLUMNS. TYPICAL CURB DETAIL SCALE: NTS 0 LAI 4 •4 4 • • 4 r .4 1 1/2' .DEEP FORMED NOTCH WH I EXPOSED GALV DOWEL 0 CTR DEEP 'FORMED NOTCH WALL CONTROL JOINT TYPE 3 (CTJW3) SCALE: NTS 3/8%1 1/2' FORMED OR SAW CUT NOTCH W /SQUARE.:EDGES, FILL W /EPDXY JOINT FILLER 2" :DEEP . SAWCUT IN INITIAL CONC POUR GALV DOWEL 0 CTR • 4 - .4 - 4 4 f 4. f • 4 " .. 4 f• r -'4' 44. "\\. - . f .4 -4(' < • 4 . - • 4 •• 4- f ° .. 4 PREPARED SURFACE, SEE NOTE 3 RDNFORCEUENT CONTINUOUS THROUGH JOINT UNFORMED CONSTRUCTION JOINT (cJ) SCALE: NTS DIM CALLED OUT ON PLAN 14012 EW T &B • • at - 4 TYPICAL EQUIPMENT PAD SCALE: NTS cTJ VI-LARD TOPPING CASE 2 • REBAR CONTINUOUS THROUGH JOINT KEY LAP LENGTH • 4. - 4' 4 4• FORMED CONSTRUCTION JOINT (CJ) SCALE: WS /4012EW 4 4• .4 4 .•• f • - 4 A - 4 4 ' R.W. • 14 DWL W/ STD HK, S' MIN EMB DEPTH. AS SHOWN t ON _PLAN • qr 7.4 TYPICAL RAISED PAD, SCALE: NTS . SECOND iRST : POUR si► 3/4: x s ::DEED'? FORMED .NOTCH W/BACKER ROD AND SEALANT KEir. STRUCTN SCALE 3/4 "x2' .DEEP FORMED NOTCH W /BACKER :ROD AND SEALANT uoNalfflc Poue WALL CONTROL JOINT TYPE 4 (CTJW4) SCALE: rrrs GENERAL NOTES CODE SEWED FOR APPROVED ROVED AUG 1 V 2U1U . City of Tukwila BUILDING DIVISION 1. 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 SHAH BE CAREFULLY -PLACED PERPENDICULAR TO FACE OF JOINT. 2. KEY SHALL BE 1 1/2" DEEP x 3 1/2" LONG CONTINUOUS. PEACE 2 KEYS IN CONCRETE THICKNESS 18°' OR GREATER. 3. CONSTRUCTION JOINTS SHALL BE CLEANED AND . ROUGHENED IN ACCORDANCE WITH 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. . 1) 09%- t VI REVIEWED . CWA Consultants, PS a t Date: Date: lir DESIGNED RML DRAWN SL VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 011111111 1 REV 7/31/09 DACE tKS CHK'D KRH APP'D ISSUED FOR CITY OF TUKWILA PERMITS REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid..W ..aste Division ECK Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154 -1004 (206) 695 -4700 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT STANDARD STRUCTURAL DETAILS COO4OSC©9 sHT. OF: 152 S014 14 qg E a U a 0 a Q 3 a giq A PPM/11TR - KIf1T I C P rntkmTP1 IrTim LL c C: c Lt 615 Fir LL 2. PLATE SIZE MAY VARY DEPENDING ON ACTUAL HOSE REEL DIMENSIONS. - 3. KIOSK BOX SHALL BE FIELD INSTALLED WITH SELF TAPPING 3/8" SST SCREWS. COAT INTERNATIONAL YELLOW COAT 4* WIDE BLACK BANDS (2) COAT INTERNATIONAL YELLOW 8' DIA STD WT PIPE FILLED W /CLASS 3000 CONCRETE 8 "x$ "x1/4" GUSSET PLATE FOUR SIDES 5/8" DIA x 5' EMB SST EXPANSION ANCHOR BOLT, TYP OF 4 TYPE 1 BOLLARD SCALE: 1" = 1'-0" QUANTITY REQUIRED: 8" DIA STD WT PIPE FILLED W /CLASS 3000 CONCRETE TYPE 3- BOLLARD HOSE REEL PEDESTAL —COAT • INTERNATIONAL YELLOW 8" DIA STD WT PIPE FILLED W /CLASS 3000 CONCRETE 1' -6" DIA HOLE BACKFILL W /CONC 1'-0" 7/8' DIA HOLE FOR 1 /4 ► 3/4" EPDXY OR EXPANSION SST ANCHOR BOLT 8" MIN EMBEDMENT --0" 3/4" DIA HOLE FOR `5/8" AB TYP 5/8" HOLE FOR 1/2" SST EXP AB 3 1/2" MIN EMB HSS 4x2 CENTERED TYPE 2 BOLLARD SCALE: 1" = 1'--0" QUANTITY REQUIRED: SECTION SECTION REVIEWED CWA Consultants, PS By: Date: 12" 9" 6* 'I'-0" w w w w Scale • eta It O C 1/8/10 IKS KRH 1/8/10 IKS KRH A 11/17/09 IKS KRH REV DATE CHK'D APP'D MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTER if 1 ISSUED FOR FINAL INTER — DISCIPLINARY REVIEW REVISION DESCRIPTION .King County Department of Natural Resources and Parks Solid Waste Division R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154 -1004- (206) 695 -4700 STANDARD STRUCTURAL DETAILS An SAIC Company 0 0 ce a) z 0 U 0 L.L. a z 1 C!) W t1.. LL 0 u_ 11J 3 ►_0a 1 ► -2a 1/2x4 HEADED STUD, TYP L3x2x1 /4, TYP 4 A ll BOOT WASH GRATING FRAME SCALE: 1 1/2" = 2, -6" 1 1. 1 1/2" SST STD WT PIPE HANDRAIL • a a - e r 3" SOCKET SEE S021 /ALUMINUM GRATING . 4 SECTION 4 SCALE: 1 1/2" = 1'--0' a HANDRAIL POST, TYP 4— ANUM GRATING _� ----� 1 1 UAW 'S, ---- / /2-x1/13-- BANDED 2 EQUAL PIECES 1:7111111110 J I ERN le11111111 111 111111. 1 El I 111 1211111111 11 !!�,-A M I!I!iI �o BOOT WASH CRATING PLAN SCALE: 1 1/2* = 1' -0" 4 .. . 4 4 e► • b L3x2x1/4 GALV 1 /4x2 CONT GRATING SUPPORT BAR .f a a. 4 .4 ° - 'a. • fir DETAIL SCALE: 6a =1' -O" l/exavor //I r a • 1/2x4 .HEADED 4 STUD - . WALL -N. L\ OPTION TO FORM OR SLOPE SOIL A - - • 1 4 • a • IN- A& 4 R err 414EW x f I * 4� II 2' -Ba BOOT WASH RECESS @ SIDEWALK SCALE: 1 1/2' = 1' -0" R 9" TYP is - '.' t • 4 SIDES 4 4, GENERAL NOTES ANGLE DEPTH MAY'VARY WM ACTUAL FLOOR MAT INSTALLED. CONTRACTOR SHALL COORDINATE ANGLE SIZE WITH FLOOR MAT MANUFACTURER. ROUND EDGE IF TRIMMED Llx1x1 /8 GALV 4 SIDES, SEPARATE PIECES, SEE NOTE 1 7-TRIM VERT LEG TO ACTUAL DEPTH REQ'D FOR FLOOR MAT ° a d 4 ..4 • a A ° ' 4. • 4' .4 4 'a 1/4x2 1/2 HEADED STUD- 6 • • • - . Q .4••.! a . 4 4 .` RECESS @ FLOOR MAT SCALE: 1'- O" =1' -O" ° R 0) 1. =' -e' .l BOOT WASH RECESS ClipPING FLOOR SCALE: 1 112" = 11-0* DESIGNED RML SL 1/8/10 IKS MODIFICATIONS SUBSEQUENT TO PERMIT APPUCATION VERIFY SO.E BAR IS ONE INCH ON ANSI air DRAWING 0r■1* 1/8/10 IKS KRH RESPONSE TO CITY OF TUKWILA CORRECTION LETTER 11 A 11 /17/09 REV IKS CHK'D KRH APP'D ISSUED FOR FINAL INTER -- DISCIPLINARY REVIEW REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division An SAIL Company R.W. Beck, Inc. 1001 Fourth Avon" S1 to 2500 Seattle, WA 981541004 (206) 696 -4700 By' Date: REVIEWED CVVA Consultants, PS /c!I:kr APQRpLLD AUG 10 2010 City of Tukwila BUILDING 6 Rog 2 6 " =1' -0r 1 0 2 4 Scale Inches - 12" 9* 6" 3" 0 1 GINISMINES i1�2r -1' -0" Scale Feet BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILTIES CONTRACT STANDARD STRUCTURAL DETAILS PROJECT HINT R: Co0405C09 SHT. cf; 156 619 DRAwwc tee: S017 SSUED FOR CITY OF TUKWILA PERMITS NOT FOR CONSTRUCTION Bow i cke \1MLA WORK #NGy_ t END RAIL BRACKET TURN HANDRAIL WITH BRACKET TOWARD WALL HANDRAIL PIPE 1 1/2 STD WALL MOUNTED HANDRAIL SCALE: NTS PLASTIC GASKET _II 1'8• MAX B0' INTERMEDIATE HANDRAIL BRACKET STAIR NOSING *NOTE: SUPPORT SPACING NOT TO EXCEED 4' -0" WHERE HANDRAIL POST IS USED IN LIEU OF INTERMEDIATE HANDRAIL BRACKET. DRAIL OR GUARDRAIL PIPE x 4' ROD AT HANDRAIL (2 "0 AT GUARDRAIL} SHOP PLUG WELD TOP AND BOTTOM GUARDRAIL FIELD SPLICE SCALE: NTS 3/8" STAINLESS STEEL MACHINE SCREW WITH COUNTERSUNK HEAD (SLOTTED HEAD) HANDRAIL OR GUARDRAIL PIPE ROD PER 5/S021 x 8' LONG SHOP PLUG WELD TOP AND BOTTOM PROVIDE SMOOTH SURFACE TO ALLOW MOVEMENT NOTE: LOCATE EXPANSItN+! JOINTS AT 32' MAX SPACING 1/2* R 1/4 WITH SMOOTH ROUNDED OUTER EDGE, 4'0 AT HANDRAIL, 4 "0 AT GUARDRAIL 1 /2 3/16 3/0 x 4' SCREW ANCHOR iN CONCRETE (3/8 "4 THRU BOLT AT LT GA STUDS) END RAIL BRACKET SCALE: NTS WALL OR OTHER BARRIER 2 "0 STD PIPE FOR CLR RAIL, TYP 11 2'-0' 2.4 XS PIPE FOR POST, TYP 7, • _ 1/4"x4* TOE PLATE CONN TYPE VARIES 8'--0' MAX FLOOR "s SURFACE TYPE 1 GUARDRAIL ELEVATION : NTS FOR WALL: 2 - #3 r2., FOR SLAB: /3 o 8„ MATCH SLOPE OF CONCRETE REBAR WELDED TO SOCKET to J RAIL RAIL 5" ON SLABS OR CENTER OF WALL BELOW GUARDRAIL POST (2) 3/8' GALV BOLTS TOE PLATE (WHERE OCCURS) SOCKET 3x3x3/16, TACK WELD 0 90` SOCKET NOTES: 1. FOR PERMANENTLY INSTALLED GUARDRAIL USE PIPE 3" STD x Ot -5 ". GALV AFTER FABRICATION. FILL SOCKET WITH NON - SHRINK GROUT AFTER INSTALLATION. 2. FOR REMOVABLE GUARDRAIL, USE PIPE 2 " STD x 0' -5'. GALV AFTER FABRICATION. GUARDRAIL PIPE SOCKET SCALE: NTS 4' r _ INTERMEDIATE HANDRAIL BRACKET SCALE: NTS 2110 STD WT PIPE, TYP 1._3" 2'0 XS PIPE FOR POST, TYP 8,�" ATTACH PER 2/S021 HANDRAIL PIPE 11' STD 3/16 5/8'0 BENT BAR 1/4 V PLATE PER 2/S021 1/2"4 STD WT PIPE PICKETS 0 4" ' OC MAX • • • • 1 • • • • • CONN TYPE VARIES TYPE 2 GUARDRAIL ELEVATION SCALE: NTS In NOTE: GUARDRAIL TYPE FABRICATED SUCH THAT CANNOT PASS THROUGH IBC 1013.3 n GUARDRAIL POST 1 4 1 4 R. 1/2x8x8 FLOOR SURFACE TYP 2 SHALL BE A 4' SPHERE ANY PART PER (4) 5/8"0 WTS 1 1 INTERMEDIATE HANDRAIL BRACKET SCALE: NTS LT GA STUD WALL x x x x x x HANDRAIL PIPE 1r STD 16 5/8 1/ BENT BAR w 1/4 ,r GUARDRAIL POST �,.,.... ---GY' BOARD AND FINISHES PER ARCH 30 ATTACHMENT PER 2/S021 HANDRAIL PIPE 1 ' STD 3 16 INTERMEDIATE HANDRAIL BRACKET SCALE: NTS 1)69- [bLI C STRINGER " TYP 5/8'4 BENT BAR PLATE PER 2/S021 54 MIL BLOCKING WITH 2" LEGS. MATCH DEPTH OF STUDS. 54 MIL BENT PLATE WITH (3) 110 EACH LEG, EACH END OF BLOCKING s / \ L------ EVIEWEpF� —.�.. DECpMpLIANCE APPR�►uE� AUG 1 u 20iv Yot Tukwila GDRAIL POST DING DII/IRIfIwt I I .. f,,,..-- GUARDRAIL. POST 1 t 1 0 S. HESS VERIFY SCALE BAR IS ONE INCH ON ANSI 'b" DRAWING 0 1 C 6 A REV 1/08 10 MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION 12 23/09 RESPONSE TO CITY OF TUKWILA CORRECTION Lt I I L.R #1 7/31/09 DATE CHK•D ISSUED FOR CITY OF TUKWILA PERMITS APP'D REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division M L A Engineering, pllc 1424 Fourth Ave, Suite 815 Seattle, Washington 98101 206.264.2727 206.264.4835 (2) 5/8 "0 WTS, NS & FS 1/4 V \NS & FS L 3x5x3/8x7" LONG, NS & FS By: Date: REVIEWED CWA Consultants, PS BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT GUARDRAIL AND HANDRAIL DETAILS PROJECT NUMBER: C00405C09 OF: 157 619 CRl fG NUU R: S021 1- 800 -424 -5555 CALL 48 HOURS BEFORE YOU DIG cr A 0 CD N 0 ALT ANCHOR LOCATION CONCRETE TOPPED STEEL DECK OR SOLID CONCRETE SLAB EXP ANCHOR PER SUPPORT DESIGNER (NOTE 1), EMBED 2" MIN., 1/4 "ti MIN Jf J1PER ANCHOR MFR �FVERT = 400 Lbs MAX c. BEAM AND ANCHOR WF BEAM (NOTE 4) CONCENTRIC BFJUA CLAMP AT DESIGNER'S OPTION STEEL ATTACHMENT PER SUPPORT DESIGNER, CENTER ON BEAM, WELD TO BEAM PER DESIGNER F VERT = 400 Lbs MAX (CENTER UNDER BEAM WEB) NOTES: 1. EPDXY ANCHORS ARE NOT PERMITTED TO BE USED FOR OVERHEAD APPLICATIONS. 2. TOTAL WEIGHT OF NON- STRUCTURAL ELEMENTS (ARCH, ELEC AND MECH) SHALL NOT EXCEED 400 Lbs WITHIN ANY 40 SF AREA OF THE SUPPORTED FLOOR/ ROOF. 3. CONTRACTOR SHALL COORD ANCHORAGE LOCATIONS BETWEEN TRADES. 4. HOLES IN THE BEAM FLANGE ARE NOT ALLOWED, UNLESS SPECIFICALLY NOTED. 5. MIN SPACING OF ADJACENT ANCHORS = 7" OC. GRAVITY LOAD ANCHORAGE FOR /c\ NON-STRUCTURAL ELEMENTS SCALE: NTS UGHT -GAUGE HEADER SCHEDULE MAX WIDTH (ft) HEADER SIZE SILL / HEAD TRACK4 INTERIOR FULL -HT ,IAMB STUDS ' EXTERIOR FULL -HT JAMB STUDS 2 2 600S162-54 400T100 -54 (2) 400S125 -54 (2) 600S200 -54 4 600S162 -54 400T100 -54 (2) 400S125 -54 (2) 600S200 -54 6 600S162 -54 400T100 -54 (2) 400S125 -54 - 8 600S162 -54 400T100 -54 (2) 400S125 -54 - 10 (2) 600S162 -54 (2) 600T200 -54 (2) 600S125-68 - 12 (2) 600S162 -54 (2) 600T200 -54 (2) 600S125 -68 - 14 (2) 600S162 -54 (2) 600T200 -54 (2) 600S125 -68 - 16 (2) 800S162 -54 DIWITH ETRICH 600T 600HDS 200 97 -93 - (3) 600S200 -68 - 18 (2) 800S162 -54 DIWIETIRICH TH 600T200 -97 600HDS -9/ (3) 600S200 -68 - CONCRETE TOPPED STEEL DECK OR SOLID CONCRETE SLAB F SEISMIC = 400 Lbs MAX WF BEAM T BRACE PER 6/S247 F SEISMIC = 400 Lbs MAX NOTES: 1. TOTAL SEISMIC FORCE SHALL NOT EXCEED 500 Lbs WITHIN ANY 40 SF AREA OF THE SUPPORTED FLOOR/ ROOF. FOR CALLOUTS IN COMMON REFER TO 1/S022 SEISMIC LOAD ANCHORAGE FOR NON- STRUCTURAL ELEMENTS SCALE: NTS e NOTES: 1. MAX INTERIOR PRESSURE = 10 PSF, MAX HT OF JAMB = 24' -0" 2. MAX EXTERIOR PRESSURE = 25 PSF, MAX HT OF JAMB = 20' -0" 3. INSTALL MEMBER TO . FULL-HT STUDS WITH DIETRICH HDSC BRACKET 4. MATCH DEPTHS SHOWN ON ARCHITECTURAL WALL SECTIONS (SEE A012, A013) LIGHT -GAUGE DEFLECTION TRACK SCHEDULE NON- BEARING WALL SPAN (ft) DEFLECTION TRACK ALLOWABLE WINO LOAD (PSF) 12 DIETRICH SLP -TRK 33 Mils 25 30 DIETRICH SLP -TRK 68 Mils 25 NOTES: 1. FOLLOW MANUFACTURER'S INSTALLATION RECOMMENDATIONS. 2. PROVIDE DEFLECTION TRACK AT ALL NON - BEARING WALLS. GUARDRAIL BASEPLATE SCALE: 3' =1' -0" e SUPPLEMENTAL LIGHT -GAUGE STUDS WITH SEISMIC BRACING LOADS SCHEDULE HT ( ft ) POINT L MA LSEISMIC (Lb) OAD MEMBER SIZES 6 150 400S137 -33 12 150 400S137 -43 18 150 600S137 -33 24 150 600S137 -43 6 300 400S137 -43 12 300 400S137 -54 18 300 600S137 -54 24 300 600S137 -54 6 500 400S137 -54 12 500 400S137 -97 18 500 600S137 -68 24 500 600S137 -97 SUPPORTING MEMBER CONNECTOR PER 8/S023 DEFLECTION TRACK CENTER SCREW IN SLOT UGHT GAUGE STUD GUARDRAIL POST R 1/2 (3) 5/8 "0 HOLE FOR 1/2" SST EXP AB, 3" MIN EMBEDMENT NOTES: 1. MATCH DEPTHS SHOWN ON ARCHITECTURAL WALL SECTIONS (SEE A012, A013) 2. THESE STUDS ARE IN ADDf17ON TO THE TYPICAL WALL STUDS, PLACE IN LOCATIONS WHERE BRACING LOADS OCCUR. REVIEW P ICE CODE aovED AP PRO City of Tukwila BUILDING DIVISION SCALE: 1 -1 /2 " =1' -0" TYPE 1 OR TYPE 2 GUARDRAIL CLEARANCE PER RAILING TYPE -0" 11 EXTERIOR NON- BEARING UGHT -GAUGE STUD SCHEDULE (25 PSF WIND LOADING) 2 MAX HT (ft) MEMBER SIZES' SPACING 6 400S137 -33 24" OC 8 400S137 -33 24" OC _ 10 400S200 -43 24" OC _ 12 400S200 -68 24* OC 14 600S200 -33 24" OC 16 600S200 -54 24" OC 18 600S162 -97 24' OC 20 600S200 -97 24" OC 22 (2) 600S137 -97 24" OC 24 (2) 600S200 -97 24" OC 26 (3) 600S200 -97 24" OC 28 (3) 600S200 -97 24" OC 30 (3) 600S200 -97 24" OC 1 -0" MIN UNE OF STAIR NOSING NOTES: 1. MATCH DEPTHS SHOWN ON ARCHITECTURAL WALL SECTIONS (SEE A012, A013) 2. USE THIS TABLE FOR ARCH. WALL TYPES 12A, 12B, 20A, 20B, 20C, 21, 22, 25, 26B (SEE A012, A013) INTERIOR NON- BEARING SHAFT WALL TABLE MAX HT (ft) WALL TYPE' MEMBER SIZES SPACING All PRESSURE 14 21/22 400CH -18 24" OC 5 PSF 16 43A/43B 600CH -34 24" OC 15 PSF 20 43A/438 6000H -34 24" OC 10 PSF NOTES: 1. SEE A012, A013 FOR ADDITIONAL INFORMATION SCALE: 1 -1 /2 " =1' -O" By: Date: WI REVIEWED CVVA Consultants, PS 1- 800 -424 -5555 0 0 >-- w 0 w m co Q 0 0o J J U z 0 U Z 0 U 0 LL 0 z 1 co w 0 0 U 0 LL w r� C / .0' S. . ��� M. LEONARD of Natural and Parks Waste Division MLA BOW LAKE RECYCLING AND TRANSFER STATION SITE FACIUTIES CONTRACT PROJECT NUMBER: King . = ;i % 1 a, , 4 `�' DRAWN Engineering, pIIc 9 9 1424 Fourth Ave, Suite 815 Seattle, Washington 98101 206.264.2727 206.264.4835 GUARDRAIL HANDRAIL DETAILS / s °F 1 g8 619 S. HESS C 1/08/10 — -- MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION Department 12/23/09 _ - - RESPONSE TO CITY OF TUKWILA CORRECTION LETTER 1 O Yc; :w 40NAL � /....1 �3 � VERIFY SCALE 8 _ AND LIGHT GAUGE FRAMING DETAILS N� NUMBER: S022 BAR IS ONE INCH ON RD's sI DRAWING A 7/31/09 — — ISSUED FOR CITY OF TUKWILA PERMITS Resources 0 REV DATE CHK'D APP'D REVISION DESCRIPTION Solid 1- 800 -424 -5555 0 0 >-- w 0 w m co Q 0 0o J J U z 0 U Z 0 U 0 LL 0 z 1 co w 0 0 U 0 LL w r� C / • STUDS OR JOISTS t = GAUGE OF MATERIAL CONNECTED TYPICAL MULTIPLE STUD /JOIST DETAIL SCALE: NTS • DISTRIBUTE EQUALLY AT BACK -TO -BACK STUDS SHEATHING, TYP #8 SDS 0 12" OC OR WELD PER 1/S023 TYP CORNER FRAMING SCALE: NTS CUT TRACK FLANGES AND BEND TRACK WEB TO ALLOW CONNECTION. FASTEN TO JOIST WITH (2) #12 SOS (TRIM BLOCKING WEB DEPTH 1/2" MAX TSB) JOIST OR STUD JOIST OR STUD TYP LT GA BLOCKING END CONNECTION SCALE: NTS BACK -TO -BACK STUDS, TYP. BLOCKING STUD OR TRACK BLOCKING, (MATCH STUD /JOIST DEPTH AND GAUGE, UNO) c HILTI X -U 0 12" OC (7/16" MIN PENETRATION IN STEEL, 1-1/4" MIN EMBED IN CONCRETE) HEADER, PER SCHEDULE HEAD TRACK PER HEADER SCHEDULE WINDOW, (DOOR SIM) SILL TRACK PER HEADER SCHEDULE BOTTOM TRACK, FASTEN TO EACH STUD WITH c1) Tip SCREW EACH SIDE, ENSUR "fF1AT STUD BEARS ON BOTTOM TRACK PRIOR TO INSTALLING SCREWS DEFLECTION TRACK HEADER SIZE PER SCHEDULE 8 SDS 012 ", TYP BEARING STUD CRIPPLE STUD HEAD TRACK SPLICE AS REQUIRED TYP STUD PER SCHEDULE • • • • • • 0 (1) BEARING STUD PER STUD TABLE - �----- FULL HEIGHT JAMB STUDS AT OPENINGS AS INDICATED IN HEADER SCHEDULE • • TYPICAL HEADER DETAIL SCALE: NTS PROVIDE SOLID BLOCKING (PER 9/S023) BETWEEN STUDS AT WALL ENDS 0 10' -0" OC BETWEEN, AND ADJACENT TO OPENINGS. HILTI X -U 0 12" OC (7/15" MIN PENETRATION IN STEEL, 1j} MIN EMBED IN CONCRETE 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 • 11 ILL T • 2" x 43 MIL CONT STRAP REQUIRED BOTH WALL FACES AT 6' -0" OC. FASTEN TO EACH STUD WITH #8 SCREW. (HAT CHANNELS AS REQUIRED AT EXTERIOR WALLS MAY REPLACE STRAPPING) • • • • • • • • • • . • • . • • CONT DEFLECTION TRACK, FASTEN TO EACH STUD WITH (1) #8 SCREW EACH SIDE (OR AT 2' -0 OC, MAX AT HEADER), ENSURE 3/4" SPACE BETWEEN STUD AND TRACK PRIOR TO INSTALLING SCREWS DRYWALL / SIDING BY OTHERS TYP 0 CORNERS NOTES: 1. THIS DIAGRAM IS TO BE USED IN CONJUNCTION WITH DETAILS ON THIS SHEET AND S022. 2. LIGHT GAUGE TRACK AND BLOCKING TO MATCH STUD GAUGE, TYPICAL UNO. 3. WELD MULTIPLE STUDS TOGETHER PER i S023. BACK -TO -BACK STUDS MAY ALTERNATIVELY BE FASTENED TOGETHER WITH (2) ROWS #8 SDS 0 12" OC. TYPICAL NON- STRUCTURAL WALL FRAMING DETAIL SCALE: NTS (; l ppwED F R A�G4MPLIgNCE city of Tully 81111.1)IfsiG OiViR {r■a bOcN, 1 (PLI REVIEWED CWA Consultants, PS By: Date: 1 1/ 1- 800 -424 -5555 0 >- W 0 LL W m (1) 0 00 J J U z 0 U U) z 0 U 0 LL 0 z 1 f /) W 0 J LL 0 - - tio �o �� � . '�a � DESIGNED M. LEONARD M A BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT LIGHT GAUGE PROJECT C00405C09 1. .0. `� �'�" ��i - � ' ' �' . r �`' Engineering, pllc 1424 Fourth Ave, Sine 815 Seattle, Washington 98101 9 206.264.2727 206.264.4835 s °F 159 619 S. HESS C 1/08/10 — — MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION Department of Natural 12/23/09 — — RESPONSE TO CITY OF TUKWILA CORRECTION LETTER #1 # c- �4 f r,, 3 —i 0 � VERIFY SCALE B FRAMING DETAILS DRAWING arch: S023 BAR IS ONE INCH ON ANSI D DRAWING 0 1" A 7/31/09 — — ISSUED FOR CITY OF TUKWILA PERMITS Resources and Parks REV DATE CHIC() APP.© REVISION DESCRIPTION Solid Waste Division 1- 800 -424 -5555 0 >- W 0 LL W m (1) 0 00 J J U z 0 U U) z 0 U 0 LL 0 z 1 f /) W 0 J LL 0 bf tf 5 16 P' SPACING 5 /l6V SPACING tf II C = =u- =3 11, bf 1 MEMBER ID di d2 bf . tf tw WELD SPACING 5 COLUMN 1 36 72 24 2 1.25 CONTINUOUS COLUMN 2 36 54 24 2 1.25 CONTINUOUS GIRDER IA NOTE 2 72 24 2 1.25 4-12 GIRDER 1B . 36 NOTE 2 18 1.75 1 3 -12 GIRDER 2A NOTE 2 54 24 2 1.25 4 -12 GIRDER 28 NOTE 2 NOTE 2 18 1.875 1 3 -12 GIRDER 2C 36 NOTE 2 18 135 1 3 -12 NOTES; 1. ALL UNITS ARE IN INCHES. 2. AT INTERMEDIATE SPLICES, GIRDER DEPTH SHALL BE AS REQUIRED FOR UNIFORM TAPER FROM SAVE TO RIDGE. 3. SEE MOMENT FRAME ELEVATIONS FOR LOCATIONS OF MEMBERS. 4. SEE 3/S214, 3/S215, 1/S216 AND 3/S217 FOR ADDITIONAL INFORMATION. 5. PROVIDE CUNT WELD OF LENGTH "d" AT EACH END OF MEMBER. 6. PROVIDE SEAL WELD BETWEEN STITCH WELDS. 7. SEE ARCH FOR AES REQUIREMENTS. MOMENT FRAME MEMBER SIZES TRANSFER BUILDING SCALE: NTS tbf (1/2" MIN) 3tbf S211 0 R =3/8" MIN 3tbf 4; R =3/B" MIN IItbf (1/2* MIN} . l* /e\ tbf MIN: 3/4" ` MAX: 1 -5/8" tbf = WF FLANGE THICKNESS * NOTE: WELD ACCESS HOLES SHALL BE FREE OF NOTCHES AND SHARP REENTRANT CORNERS. WELD ACCESS HOLE DETAIL TRANSFER BUILDING SCALE: 3 4 " =1' —O" 5248 S316 a. LEONARD GIRDERS PER MOMENT FRAME ELEVATIONS DCW CJP FIANGEGWIDDTTH o� c* O Lai 0 NOTES: 1. REFER TO MOMENT FRAME ELEVATIONS AND 1/S215 FOR DIMENSION d1 DETAIL TRANSFER BUILDING SCALE: 3/4 " =1' -0" WIDER GIRDER 5211 2 -1/2 NARROWER GIRDER DETAIL FLAN VIEW TRANSFER BUILDING SCALE: 3/4 " =1'—O' i S. HESS c 1 /08/10 MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION VERIFY SCALE BAR I5 ONE INCH ON ANSI 'D- DRAWING 0 1 " 9 A REV 12/23/09 7/31/09 DATE RESPONSE TO CITY OF TUKWILA CORRECTION LETTER #I CHK'D ISSUED FOR CITY OF TUKWILA PERMITS APP'D REVISION DESCRIPTION c CONN SYM I ABOUT 5/16\ CC W CC (D r . CONN SYM ABOUT DCW CJP REMOVE BACKING BACK GOUGE GIRDER TOP FLANGE WELD ACCESS HOLE PER 5/S215 DCW 5/i6�C,IP REMOVE BACKING BACK GOUGE DETAIL TRANSFER BUILDING SCALE: 1- 1/2" =1' -0" King County Department of Natural Resources and Parks Solid Waste Division S211 WELD ACCESS HOLE PER 5/5215 GIRDER BOTTOM FLANGE MLA Engineering, pllc 1424 Fourth Ave, Sine 815 Seattle, Washington 98101 206264.2727 206.264.4835 WELD FILLER MATERIAL: 1. WELDS USED IN MEMBERS AND CONNECTIONS IN THE BRACED FRAMES AND MOMENT FRAMES SHALL COMPLY WITH REQUIREMENTS OF RISC 341, SECTION 7.3. UNLESS DESIGNATED AS DEMAND CRfCAL, WELDS SHALL BE MADE WITH A FILLER MATERIAL THAT PRODUCES WELDS HAVING A MINIMUM CHARPY V— NOTCH TOUGHNESS OF 20 FT—LBS AT C' F. DEMAND CRITICAL WELDS, DESIGNATED "DCW" IN THE WELD SYMBOL TAIL, SHALL BE MADE WITH A FILLER MATERIAL THAT PRODUCES WEDS HAVING A MINIMUM CHARPY V —NOTCH TOUGHNESS OF 20 FT—LBS AT —20' F AND 40 FT —LBS AT 20' F. SEE AWS SPECIFICATIONS FOR FILLER MATERIAL REQUIREMENTS. WELDING INSPECTION:. 1. ALL WELDS SHALL BE VISUALLY INSPECTED. 2. IN ADDITION TO VISUAL INSPECTION, COMPLETE JOINT PENETRATION WELDS IN THE TRANSFER BUILDING MOMENT FRAMES SHALL BE TESTED ACCORDING TO ONE OR MORE OF THE FOLLOWING INSPECTION METHODS: 0. RADIOGRAPHIC b. ULTRASONIC c. UQUID PENETRANT d. MAGNETIC PARTICLE 3. SEE ARCH FOR AES REQUIREMENTS. CODE REVIEWED FOR COMPLIANCE APD AVFD AUV102010 City ofTukwila BUILDING oivioopti bOctt, (014 By: Date: REVIEWED CWA Consultants, PS Bow LAKE RECYCUNG AND TRANSFER STATION SITE FA+CIL.UT1ES CONTRACT TRANSFER BUILDING MOMENT FRAME DETAILS PROJECT NUMBER: C00405C09 1- 800 -424 -5555 CALL 48 HOURS BEFORE YOU DIG OR 225 619 MOM NUMBER: S215 HSS 10.0x0.375 t t 1 1 z 1 0 c. STEEL SEE 3/S237 OPP HAND 276' —d" T/0 CONC PEDESTAL N. BF -1 BRACED FRAME ELEV. WEST ELEVATION GRID A SCALE: 3/16" =1' -0" 36' -0" t STEEL SEE 3/S237 S220 BF -2 BRACED FRAME ELEV EAST ELEVATION GRID M' SCALE: 3/16" =1 --0" 273' -9' TA CONC PEDESTAL.. PROTECTED ZONES EAST ELEVATION GRID M SCALE: NTS NO 5: THESE NOTES APPLY TO THE BRACED FRAMES SHOWN ON THIS PAGE AND S222 AND AS INDICATED ON S316. WHERE INDICATED ON DRAWINGS, AREAS NOTED AS "PROTECTED ZONES" SHALL COMPLY WITH REQUIREMENTS OF AISC 341, SECTION 7.4. THESE REQUIREMENTS INCLUDE THE FOLLOWING: 0. WITHIN THE PROTECTED ZONE, DISCONTINUITIES CREATED BY FABRICATION OR ERECTION OPERATIONS SHALL BE REPAIRED AS REQUIRED BY THE ENGINEER OF RECORD. b. WELDED SHEAR STUDS AND DECKING ATTACHMENTS THAT PENETRATE THE BEAM FLANGE SHALL NOT BE PLACED ON BEAM FLANGES WITHIN THE PROTECTED ZONE. DECKING ARC SPOT WELDS AS REQUIRED TO SECURE DECKING SHALL BE PERMI l I ED. c. WELDED, BOLTED, SCREWED OR SHOT —IN ATTACHMENTS FOR PERIMETER EDGE ANGLES, EXTERIOR FACADES, PARTmONS, PIPING OR OTHER CONSTRUCTION SHALL NOT BE PLACED WITHIN THE PROTECTED ZONE. LEGEND: MNPROTECTED ZONE REVIEWMPU�E CODE APP ROVED AuG 10 2010 City of Tukwila BUILDING DIVISION 169- I(0y REVIEWED CWA Consultants, PS By: D Date: M. LEONARD /w ft4Q VERIFY SCALE BAR IS ONE INCH ON ANSI %IN DRAWING 0 1_ B A REV 1/08/10 12/23/09 7/31/09 DATE MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTER #1 CHK'D ISSUED FOR CITY OF TUKWILA PERMITS APP'D REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division MLA musomp Engineering, pllc 1424 Fourth Ave, Suite 815 Seattle, Washington 98101 206.264.2727 206.264.4835 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT TRANSFER BUILDING BRACED FRAME ELEVATIONS PROJECT NUHBEFt C00405C09 229 619 ORJIMANG NUMBER: S219 1- 800 - 424 -5555 0 0 O 0 LL w co OT 00 J J r z 0 0 U) 2 0 0 c 0 F-- 0 z 1 w a. ce LL ct can BIRD DETERRENT STANCHION ON STRUCTURAL STEEL SCALE: 1- 1/2 " =1' -0" O BIRD DETERRENT STANCHION ON LIGHT GAUGE PARAPET SCALE: 3 " =1' -O» O 1 FOR CALLOUTS IN COMMON REFER TO 2/S239 STEEL BEAM NOTES: 1. SEE ARCH DRAWINGS FOR REQUIRED LOCATIONS. MOUNTING PER 6/S239 CONCRETE SLAB AIR TERMINAL STANCHION PER 2/S239 BASE It 1/4 "x8 x8" WITH (4) 3/8 "O AB'S - DRILL AND EPDXY WITH HILT1 HY-150, EMBED 2 " MIN NOTES: 1. SEE ELECTRICAL DRAWINGS FOR REQUIRED LOCATIONS. BAR 3/4x2" 24" 10x5/16" STEEL RING " Cif • Je I 2 , 23 SECTION WIRE VARIES SEE ARCH owes' 1/4- CAP PLATE _ �e BIRD DETERRENT � WIRE TOP OF ROOFING a� 211 SCH 40 SUPPORT STANCHION BASE It 3/8x 1 O"x 10" WITH (6) #12 SDS TO METAL DECK METAL ROOF DECKING FRAMING MEMBER NOTES: 1. SEE ARCH DRAWINGS FOR REQUIRED LOCATIONS. BIRD DETERRENT STANCHION ON METAL ROOF DECKING SCALE: 1 -1/2"=1' -Os 0 40 1 • AIR TERMINAL STRAP PER MECH HSS SUPPORT OR STANCHION aorEs: 1. SEE ELECTRICAL DRAWINGS FOR REQUIRED LOCATIONS. BAR 3/4x2" 1/4 V 2" OD ROUND BAR PIPE SLEEVE STANCHION DETAIL SCALE: 3 " =1' -0" O SEAL PER ARCH EACH SIDE 1/2 "0 SST THRU BOLT Z ' SPLICE SLEEVE TO BO1TOM STANCHION FACE OF STRUCTURAL STEEL MEMBER Q 1/4 (NOTE 2) Ogj 1 8 /!1 PLATE NOTES: R1)" 1. SEE ELECTRICAL DRAWINGS FOR REQUIRED LOCATIONS. 2. REMOVE SHOP COATING FROM TAB SURFACE, EXTENT AS REQUIRED BY ELECTRICAL FOR BARE METAL CONNECTION. AFTER INSTALLATION, SEAL CONNECTION AND TAB USING SPECIFIED PERFORMANCE COATING REPAIR PROCEDURES. WALL // FOR CALLOUTS IN COMMON REFER TO 2/S239 STANCHION BASE It 3/8 x6 x 10" LIGHT GAUGE WALL TOP TRACK NOTES: 1. SEE ARCH DRAWINGS FOR REQUIRED LOCATIONS. 1 City of Tukwila BUILDING DIVIRInni FREE REVIEWED FOR COMPLIANCE APPROVED AUb 1 u 2010 boct-i(eLi 3 i AIR TERMINAL MOUNTING LIGHTNING PROTECTION SYSTE ► / GROUNDING BONDING TAB REVIEWED CWA Consultants, PS By: Date: 1- 800 -424 -5555 King county Department of Natural Resources and Parks Solid Waste Division VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 111111111111111mo 1 " C 1/08/10 8 12/23/09 MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTER #1 1-� L -t A REV 7/31/09 DATE ISSUED FOR CITY OF TUKWILA PERMITS CHK'D APP.() REVISION DESCRIPTION MLA ngineering, pile 1424 Fourth Ave, Suite 815 Seattle, Washington 98101 206.264.2727 206.24 4835 BOW LAKE RECYCUNG AND TRANSFER STATION SITE FACILITIES CONTRACT TRANSFER BUILDING FRAMING DETAILS 249 619 DRAWING NtAIBBt S239 a O 0 ce ce O O L F--- 0 z 1 U) ce 6E3w 0 i"- LL. O ct O uJ co CAP f 1/4 AT TOP OF COLUMN TYP, MATCH SLOPE OF BEAM TS OR PIPE COLUMN CAP t, 1 /4 AT TOP OF COLUMN TYP, MATCH SLOPE OF BEAM COLUMN FLANGE SHEAR RAE AND BOLTS PER SCHEDULE • SEE 4/S244 FOR NOTES SCHEDULE I- SHEAR PLATE AND 1 " BOLTS PER SCHEDULE SHEAR PLATE AND BOLTS PER SCHEDULE * SEE 4/S244 FOR NOTES AND SCHEDULE BM TO BM (WF OR CHANNEL TYP BOLTS BM CONN BEAM CONNECTION DETAIL TSO BUILDING SCALE: 1-1/2" = 1' -0" TS ! PIPE COLUMN TYP BOLTED BM CONN. BEAM CONNECTION DETAIL TSO BUILDING SCALE: 1--1 /2" = 1' -0" WF COLUMN FLANGE TYP BOLTED BM CONN BEAM CONNECTION DETAIL TSO BUILDING SCALE: 1 -1/2" = 1' -0" SHEAR CONNECTION SCHEDULE BEAM SIZE SHEAR PLATES BOLTS LRFD CAPACITY THICK WELD (W) (SINGLE SHEAR) . W8, C8 1 /4" 1 /4' (2) 7/8 "4 26.1 k W10, C10 1/4* 1/4" (2) 7/8'4 4" GA 26.1k W12, C 12 1 /4" 1 /4" (3) 7/8'4 39.1 k W14 1 /4" 1 /4" (3) 7/8 "4 . 39.1 k W16 5/1 s' 1 /4" (4) 7/8"4 52.2k W18 5/1 f" 1 /4' (5) 7/8 "4 65.3k W21 5/ 16" 1 /4" (6) 7/8'4 78.3k W24 3/8" 5/16" (7) 7/8 "4 137k W27, W30 3/8" 5/1 " (7) 7/8 "4 137k W40 3/8" 5/1 6» (8) 7/8 "4 157k 1-800-424-55y5 CONNECTION NOTES: 1. TIGHTEN BOLTS TO AISC "SNUG TIGHT" CONDITION, UNO. 2. CONNECTION PLATES TO HAVE AISC STANDARD ROUND HOLES EXCEPT AS NOTED OTHERWISE. 3. Ai.L 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. CAP Q 1/4 AT TOP OF COLUMN TYP, MATCH SLOPE OF BEAM MELD PER SCHEDULE � FIELD WELD ONE Q -rife AT CONTRACTOR'S OPTION IIIIIIIIIIIIII TS OR PIPE COLUMN COLUMN FLANGE FOR CALLOUTS IN COMMON REFER TO 9/S244 TYP SHEAR CONNECTION NOTES AND SCHEDULE BEAM CONNECTION DETAIL TSO BUILDING SCALE: NTS DOUBLE SHEAR CONNECTION SCHEDULE ANGLE E EACH SIDE BOLTS IN LRFD BEAM SIZE SIZE LENGTH WELD (w BEAM CAPACITY W8, W10 L4x4x1/4 6" 3/16" (2) 7/8 "4 21.9k W12, W14 L4x4x 1 /4 9" 1 /4" (3) 7 /8 "o 48.1 k W16 L4x4x1/4 121 1 /4" (4) 7/8 "4 79.9k W18 L4x4x1 /4 15' 1/4' (5) 7/8'4 115.Ok W21 18" 1/4" (6) 7/8". 188.Ok W24 L4x4x3/8 21' 5/16" (7) 7/8 "o 234.Ok W27, W L4x4x3/8 " 5/16",...C1)4/4:k 234.Ok W40 L4x4x3/8 24" 5/1 (8) . /8 "4 234.Ok CALL 48 HOURS BEFORE YOU DIG OPTIONAL BEAM FLANGE COPE ANGLES AND BOLTS PER SCHEDULE ANGLES AND BOLTS PER SCHEDULE * SEE 8/S244 FOR NOTES AND SCHEDULE 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. DBL SHEAR TAB BEAM TO COLUMN WEB CONN BEAM CONNECTION DETAIL TSO BUILDING SCALE: 1 -1/2" = 1'-0" HSS COL DRAG STRUT DBL ANGLE BEAM CONN BEAM CONNECTION DETAIL TSO BUILDING SCALE: 1--1 /2" = 1' -0" WF COL DRAG STRUT DBL ANGLE BEAM CONN BEAM CONNECTION DETAIL TSO BUILDING SCALE: 1--1 /2" = 1' -0" DOUBLE SHEAR CONN NOTES AND SCHEDULE BEAM CONNECTION DETAIL TSO BUILDING SCALE: NTS 0/3 0 HOLES (MAx) 1' RADIUS CORNERS STIFF i, 1/2 Tiff T&B BOLTS, PLATES, AND WELDS PER 3/S244 UNLESS NOTED HERE SHEAR PLATE 2 "IFbf < 8" 3"tFbf>8TM= ELEVATION 1 BEAM TO COL WEB CONN BEAM CONNECTION DETAIL TSO BUILDING SCALE: 1-1/2" = 1' -0" SHEAR AND STIFFENER PLATE SCHEDULE BEAM SHEAR PLATE SHEAR PLATE TO SHEAR PLATE STIFF TO COL LRFD SIZE THICKNESS COL WEB WELD TO STIFF WELD FLANGE WELD 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 3J8" 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 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 4 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. TYPICAL BEAM PENETRATION DETAIL BEAM CONNECTION DETAIL TSO BUILDING SCALE: NTS REVIEWED CWA Consultants, PS By: Date: VERIFY SCALE_ BAR IS ONE INCH ON ANSI "D" DRAWING 0111111101111101m1* C 1/08/10 8 112/23/09 7/31/09 DATE MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CRY OF TUKWILA CORRECTION LETTER #1 ISSUED FOR CITY OF TUKWILA PERMITS CHK'D 1 APP'D REVISION DESCRIPTION Ding County Department of Natural Resources and Parks Solid Waste Division Engineering, pllc 1424 Fourth Ave, Sulte 815 Seattle, Washington 98101 206.264.2727 206.264.4835 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT TRANSFER/TSO BUILDING FRAMING DETAILS OR 254 619 z O 0 z O 0 ce O L.L. 0 z 8 Ce w J L.1_ 0 0 0 0 LLi CO CO SHEAR CONNECTORS PER COMP DECK COMP BEAMS PERPENDICULAR COMPOSITE BEAM TO DECK CONN SCALE: 3/4" -0r LAY OUT DECK TO PROVIDE 3" MIN CONTACT BETWEEN LOW FLUTE AND FLANGE PARALLEL - FLAT LAY OUT DECK TO PROVIDE 3" MIN CONTACT BETWEEN LOW FLUTE AND FLANGE PARALLEL - SLOPED 8" (N) STUDS EQUALLY SPACED 8" lc\ NOTES: TYPICAL BEAM UNIFORMLY LOADED 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. STUD DISTRIBUTION AT COMP BEAMS SCALE: 3/4" - 1' -O" DESIGNED 0 EDGE FORM PER 3/S245 - L3x3x1/4 WF COLUMN #4 HOOK DECK CLOSURE BY DECK SUPPUER TYP BAR PER 3/5245 EDGE OF SLAB ADDITIONAL 4 TYP BAR PER 3/S245 // PLAN VIEW TYP BAR PER 3/S245 3/16V KP ADDITIONAL /4 D AIL A SLAB CORNER SCALE: NTS 1.3x3x1/4 TYP AT COLUMN FACE WITHOUT SUPPORT END, ADDITIONAL #5x (-Cr LONG, TYP DECK CLOSURE BY DECK SUPPLIER PLAN VIEW I AL DECKING SUPPORT SCALE NTS UNTOPPED METAL DECK SCALE: NTS S203 5207, S254, S272, S312, S403 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 LISTED ABOVE. SUBMIT DECK INFORMATION, INCLUDING ICC RESEARCH REPORT, TO ENGINEER PRIOR TO BEGINNING SHOP DRAWINGS. 3. REINFORCE MISCELLANEOUS DECK OPENINGS PER 7/S245. 4. TYPE, SIZE AND SPACING OF ROOF DECK AND FASTENERS SHALL COMPLY WITH THE FM GLOBAL 1 -90 ROOF DECK ASSEMBLY. TYPE 8 W17H FOLLOWING MIN PROPERTIES: FASTENER LOCATIONS MIN PROPERTIES• TYPE N WI7H FOLLOWING MIN PROPERIIES- FASTENER LOCATIONS E COMPLIANCE E TYPE SHALLOW VERCOR WITH FOLLOWING MIN PROPERTIES: APPROVED " LOCATIONS --- . -J re) AUG 10 2010 18 GA 3" Y" 4, 13 " MIN 17.4; " MIN a 3' -0" 2' -O" ~ rt 20 GA 22 GA 1 = 0.216 in4 3 I 0175 in4 i 5 = 0.235/0.248 n S = 0.187/0.198 in 3 Fy = 38 KSI Fy = 38 KSI I = 1.223 in4 S = 0331/0.776 in3 Fy = 33 KSI LOCATION DECK TYPE GAGE _ METAL DECK DEPTH CONN 0 SUPPORT 1 TO FLUTES PER SHEET CONN 0 SIDELAP CONN 0 SUPPORTS PARALLEL TO FLUTES 1 SHEAR CAPACITY MAX SPAN (ft) NOTES SINGLE DOUBLE J TRIPLE SCALE HOUSE ROOF RECYCLING BUILDING ROOF PENTHOUSE ROOF TYPE B 22 1' (4) #12 SOS 0 12" QC BUTTON PUNCH OR 10 SDS 0 8" OC 1 12 SDS 0 8 OC 250 PLF N/A 6' -0" 6' -0" — G90 FINISH TRANSFER BUILDING ROOF SELF-HAUL ENTRY BREAK ROOM ROOF TYPE B 20 1 " (7) 5/8 PUDDLE WELD BUTTON PUNCH OR 10 SDS fi" OC 5/S 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 3/4" PUDDLE WELD 0 7" OC # 10 SDS 0 12" OC, 1404 PLF " N/A METAL DECK DEPTH CONCRETE REINFORCING , 8' -O" 8' -O" G90 FINISH • 1 !a a.AT a. f A....+... ! SINGLE DOUBLE TRIPLE NOTES UNTOPPED METAL DECK SCALE: NTS S203 5207, S254, S272, S312, S403 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 LISTED ABOVE. SUBMIT DECK INFORMATION, INCLUDING ICC RESEARCH REPORT, TO ENGINEER PRIOR TO BEGINNING SHOP DRAWINGS. 3. REINFORCE MISCELLANEOUS DECK OPENINGS PER 7/S245. 4. TYPE, SIZE AND SPACING OF ROOF DECK AND FASTENERS SHALL COMPLY WITH THE FM GLOBAL 1 -90 ROOF DECK ASSEMBLY. M. LEONARD s. HESS VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" C 1/08/10 8 12/23/09 MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTER #1 A 7/31/09 ISSUED FOR CITY OF TUKWIIA PERMITS REV DATE CHK' APP'D REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division b()09. Icy METAL DECK WITH CONC TOPPING SCALE NTS S206, 5254, S255, S256, S259, 5311, S312 M L A Engineering. pllc 1424 Fourth Ave, Suite 815 Seattle, Washington 98101 206.264.2727 206.264.4835 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 LISTED ABOVE. SUBMIT DECK INFORMATION, INCLUDING ICC RESEARCH REPORT, TO ENGINEER PRIOR TO BEGINNING SHOP DRAWINGS. 3. REINFORCE MISCELLANEOUS DECK OPENINGS PER 7 AND 11/5245. 4. DECK INDICATED AS "COMPOSITE" SHALL 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. BOW LAKE RECYCLING MO TRANSFER STATION SITE FACILITIES CONTRACT TRANSFER/TSO BUILDING FRAMING DETAII�VIEWED CWA Consultants, PS By- C004O5CO9 SHT. OF: 256 619 COMM HUMBER: S246 CALL 48 HOURS BEFORE YOU DIG z t CIS z 0 0 ce 0 LL. 0 z 1 F- M w 0 11111111111>)111 I-- 0 Of O LL L TAPE IY3 WITH FOLLOWING WELD MIN PROPERTIES• E COMPLIANCE E TYPE SHALLOW VERCOR WITH FOLLOWING MIN PROPERTIES: APPROVED " LOCATIONS --- . -J re) AUG 10 2010 . • 3" Y" _ a ~ rt _._1I�! #w 4 _ City of Tukwila .... 20 GA f BUILDING DMSIO GA 4y" MIN 7 7" 41 k'No--..) I = 0.896 in4 3' -O" I = 0.02 3 in4 S = 0474/0.074 in 3 Fy = 50 KSI 3' -0" FASTENER LOCATIONS S = Fy ` 0.534 in 38 KSI 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 PARALLEL TO FLUTES 1 ASD SHEAR CAPACITY MAX SPAN (ft) SINGLE DOUBLE TRIPLE NOTES HPU PLATFORM 'E 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, 41- STUD HT TSO ROOF TYPE W3 COMPOSITE 31» 6 " 20 3" 4x4- W3.6xW3.6 (3) 5/8" PUDDLE WELD /10 0 36" OC 5/8" PUDDLE WELD 0 7" OC 2315 PLF N/A 9' -6" 10' --6" G90 FINISH, 55" STUD HT TSO LEVEL FLOOR TYPE W3 COMPOSITE 4 " 7 " 20 3" 4x4- W4.3xW4.3 (3) 5/8" PUDDLE WELD 110 0 36 OC 5/8" PUDDLE WELD 0 7 OC 2805 PLF N/A 9' -0" 10' -f0" 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 110 6 36" OC 5/8" PUDDLE WELD 0 7" OC 2805 PLF N/A 9'--0" 1O' -0" G90 FINISH, 6" STUD HT BREAK ROOM SHALLOW VERCOR VARIES - VARIES "- 2 -5 22 9/16" 4x4- W3.6xW3.6 (4) f 12 SDS _ l 10 "SDS OC # 12 "SDS O12 OC 471 PLF _ N/A 2'-0" 2' -0" G90 FINISH SCALE HOUSE FLOORS SH .Q VERCOR 1 �" 2r" . 22 9/16- 6x6-W 1.4xW 1.4 _012 (4) f 12 SDS 110 "SDS O12 OC _ 12 "SDS O12 OC 471 PLF NIA 2' -0" 21-•0" G90 FINISH STAIRS TYPE 8 COMPOSITE 23" 4" 22 11" 4x4- W2.9xW2.9 _ (4) 5/8" PUDDLE WELD 110 0 36" OC 5/8" PUDDLE WELD 0 7* OC 2065 PLF 6' -0" - -- 690 FINISH ■. /. •.a . t . Nf..Ph _ M. LEONARD s. HESS VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" C 1/08/10 8 12/23/09 MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTER #1 A 7/31/09 ISSUED FOR CITY OF TUKWIIA PERMITS REV DATE CHK' APP'D REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division b()09. Icy METAL DECK WITH CONC TOPPING SCALE NTS S206, 5254, S255, S256, S259, 5311, S312 M L A Engineering. pllc 1424 Fourth Ave, Suite 815 Seattle, Washington 98101 206.264.2727 206.264.4835 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 LISTED ABOVE. SUBMIT DECK INFORMATION, INCLUDING ICC RESEARCH REPORT, TO ENGINEER PRIOR TO BEGINNING SHOP DRAWINGS. 3. REINFORCE MISCELLANEOUS DECK OPENINGS PER 7 AND 11/5245. 4. DECK INDICATED AS "COMPOSITE" SHALL 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. BOW LAKE RECYCLING MO TRANSFER STATION SITE FACILITIES CONTRACT TRANSFER/TSO BUILDING FRAMING DETAII�VIEWED CWA Consultants, PS By- C004O5CO9 SHT. OF: 256 619 COMM HUMBER: S246 CALL 48 HOURS BEFORE YOU DIG z t CIS z 0 0 ce 0 LL. 0 z 1 F- M w 0 11111111111>)111 I-- 0 Of O LL L CT tit) Ia. csJ 0 mg S301 S302 4■■••••••■•••■•••• ••■••• 10'-7" 18'-7" 101.-0" 41' -0" APPROACH SLAB A S304 NOTE 10 TYP 0 PLANTER NOTE 16 6 NOTE 7 APPROACH SLAB AY, -NOTE 10 NOTE 5 0 NOTE 16 NOTE 7 NOTE NOTE6 BYPASS LANE ALUMINUM GRATING, I'M S303 PLANTER ALK IPLATFORM- SCALE PIT RETAINING WALL CONCRETE SLAB, it? ON SCALES LOAD CELL PEDESTALS, TYP SCALE NOj 5"-1" IWALK PLATFORM 15'-1 3'-6" 5-J\ FAN UNIT PAD (NOTE 4) WALK PIATFOR AU( PLATFORM. 4 (80') SCALE NO 3 (80' 6 -11" CONCRETE SLAB-ON-GRADE, TYP IN SCALE PIT (NOTE 3) 4' - 0" FAN UNIT PAD (NOTE 4) -NOTE 19, TYP SCALEHOUSE NO SEE DRAWINGS S31 1 '/ 04 15' 10" NOTE 7, EXTEND TO /PIT WALL THIS SIDE 4111111111.1 WEST PLAN IIIMIN1111111111.111111■11111M MUM GUARDRAIL (NOTE 12) NOTE 10 LEGEND: CTJ CONTROL JOINT SCALE FACILITY GENERAL ARRANGEMENT PLAN SCALE: 3/16" r--- CTJ 4'-O" N\N \ iN .- CONDENSIN /3' - leil / (NOTE 15) NOTE 11 APPROACH SCAT A S304 PLANTER CURB RAMP PER 4/C139 NOTES: 1. SEE S305, S306 FOR FOUNDATION PLANS. 2. BASED ON ACTUAL SCALE PROVIDED, CHANGE IN DIMENSIONAL LAYOUT OF GRATING AND GRATING SUPPORT FRAMING MAY BE REQUIRED. 3. SEE 5309 FOR UNDERSCALE SLAB PLAN. 4. 6" DEEP TYPICAL RAISED PAD PER 5014. THICKEN SLAB-ON-GRADE TO 8" BENEATH PAD AREA. 5. LIGHT POLE FOUNDATION PER C/E040. 6. CAMERA POLE FOUNDATION PER CjE040. 7. BARRIER GATE FOUNDATION PER 3/C145. 8. SIGNAGE NOT SHOWN THIS PUN. SEE C152 FOR REQUIRED SIGNAGE AND C160, C161 FOR SIGNPOST FOUNDATION DETAILS. 9. TYPE 3 BOLLARD. 10. TRAFFIC SIGNAL FOUNDATION PER C/E040. 11. 4" CONCRETE WALK WITH #4 0 16" OC EACH WAY CENTERED. THICKEN EDGES PER 1/S307, TYP CONTROL JOINTS SHALL BE TYPE CTJS2, UNO. •••■ ■••■ MINE 11111111111111111111IMMINIIIIIIIMIIIM MINIM NOTES: 12. SCALE FACILITY GUARDRAILS SHALL BE TYPE 2. 13. 2'-O" x 4'- 10" ACCESSORY PEDESTAL 14. 2'-O" x 5'- 10" ACCESSORY PEDESTAL. 15. TYPICAL. EQUIPMENT PAD PER S014. 16. WEIGHT DISPLAY/ TRANSACTION DISPLAY POLE FOUNDATION PER C/E040. 17. SCALE CARD READER KIOSK PER S015. 18. PLATFORM PEDESTALS PER B/S305. 19. SEE CML DRAWINGS FOR ROAD CURBS AT PLANTERS. S301 S302 b09‘. I V( By: Date: REVIEWED CVVA Consultants, PS REVIEVVED FOR uoDE COMPLIANCE ADDOnVgn City ()f Tukwila u fiLIBINI`"- 'illiVOnAl 8' 3/16"=1'-O" 1- 800 - 424 -5555 w 0 Li ro 0 co 0 4:t 0 0 Ce 0 0 1 w cL ••••■.1 LLaormrs 0 0 0 LL 0 LU CO I Scale • I ..,q; , 20751, 0. DESIGNED M. LEONARD M L A 11114111141111=== Engineering, plIc 1424 Fourth Ave, Suite 815 Seattle, Washington 98101 206.264.2727 2062644835 BOW LAKE RECYCLING AND 'TRANSFER STATION SITE FACIUTIES CONTRACT Feet PROJECT NUMBER: C00405C09 King King County DRAWN , S. HESS C 1/08/10 - MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION Department of Natural SCALE FACILITY GENERAL ARRANGEMENT PLAN . OF: 279 619 ---...mw 8 12/23/09 - RESPONSE TO CITY OF TUKWILA CORRECTION LETTER #1 sioNAL VERIFY SCALE BAR IS ONE INCH ON ANSI "Ds DRAWING A 7/31 /09 - - ISSUED FOR CITY OF TUKWILA PERMITS Resources and Parks WEST DRAWING NUMBER: S301 0 1- REV DATE CHK'D APP'D REVISION DESCRIPTION Solid Waste Division 1- 800 - 424 -5555 w 0 Li ro 0 co 0 4:t 0 0 Ce 0 0 1 w cL ••••■.1 LLaormrs 0 0 0 LL 0 LU CO BYPASS LANE A 1O' -7" 18' -7" S303 EAST PLAN SCALE FACILITY GENERAL ARRANGEMENT PLAN 3/16" = • 1' O" e ti 0 X 5301 FLAG POLE FOUNDATION NOTE 6 PLANTER NOTE 5 NO } WALK `S31 8j PLATFORM/f, WALK PLATFORM f/ r� ///' SCALEHOUSE NO 1_ SEE DRAWINGS 5311, S1,-2 t` //// l' 15' -10" WALK PLATFORM 8'-5" APPROACH SLAB f,. l ` r CTJ 12' -0" SIDEWALK WALK PLATFORM APPROACH SLAB WIN iNOTE 17- NOTE I14 —� NOTE 7 NOTE 16 NOTE 9'w 3£ I �,.../..__ ,, SCALE NO 1 2 ' --3 ► ' t f 5 -0 n PER a -- 5 2 (80') '' 1 LIGHT POLE ' S309 SECTION 26 5613 • I I VEHICLE GUARDRAIL, SEE CIVIL FOR GUARDRAIL DETAILS AND LAYOUT. MOUNT POSTS TO WALLS PER 5/S317. 51' -0" 0 NOTE 10 REVIEWED FOR CODE COMPLIANCE APPROVED AUb 1 0 2010 City of Tukwila BUILDING DIVISION 12'-0" APPROACH SLAB 101-0 10' -0 NOTE 19, TYP NOTES: 1. SEE S301 FOR PLAN NOTES. LEGEND: CTJ CONTROL JOINT 0 0 bo9 ley REVIEWED CWA Consultants, PS By: Date: 3/16 " =1' -0� 0 S301 S302 8 Scale Feet 1 -500 -424 -5555 DESIGNED M. LEONARD S. HESS 1/08/10 VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING n_ 1" 12/23/09 MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTER ##1 CHK'D APP'D REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division WI LA limium=== Engineering, plIc 1424 Fourth Ave, Suite 815 Seattle, Washington 98101 206.264.2727 206.264.4835 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT SCALE FACILITY GENERAL ARRANGEMENT PLAN EAST PROJECT NUMBER: C00405C09 280 619 DRAWING NUMBER: S302 (9 0 >- Liu 0 LL. Lila 0 00 J 0 0 c F- 0 0 0 LL F-- 0 1 CO F- M L L1 Ll_ C 0 ter CO F E 1-1/2" BAR GRATING T/WAU. T/GRATING /L. T/SIDE RAILS EL. 269.00 AbIL T PEDESTAL EL. 266.90 1/2* EXP. JT. —NS 4 . sr' 4 1-1/2* BAR GRATING T/WALL. T/GRATING Adk.T/SIDE RAILS WV a. 269.00 40 * CLR. 0 1 -1 /2" BAI GRATING 1* CIR. 04-00 CLR. SCALE WIDTH EL MAO 1 41. 1 ; 11 1 1: jgi ep 1/2* EXP. JT. • B/FTG. EL. 261.42 4 ' • 11 11 ; : ; I • 44 L L: 1" CLR. 10.-0* CLR. SCALE WIDTH L._ EL 268.409 .4 • s 0 of • 1 W4.4410.MILO" J 1-1/2* BAR GRATING 1/2* EXP. JT. SCALE FOOTING BEYOND SCALE FOOTING BEYOND B/FTG. EL 261.42 SECTION JCL T PEDESTAL \ir EL 266.90 SCALE FACILITY GENERAL ARRANGEMENT SECTIONS SCALE: 1/2* = 1P-0* T/PEDESTAL ‘.7 EL 266.90 1/2' EXP. JT. 1 1 Iiiiiiip IIMIIIINDI 0 * CLR. 10l-0* CLR. SCALE WIDTH 1-1/2* GRATING 1* CLR. EL 268.40 r- T/WALI. T/GRAIING T/SIDE RAILSAL, EL 269.00 \.r 1 IIi 4 L SCALE FOOTING BEYOND SIDE RAILS 8Y SCALE MFR. (NOTE 1), TYP. 10.-0" CLR. SCALE WIDTH 0 EL. 268.40_ • • 4 .4 SCALE FOOTING BEYOND SECTION SCALE FACILITY 5301 GENERAL ARRANGEMENT SECTIONS SCALE: 1/2* J T/WALL T/GRATING T/SIDE RAILS___ EL. 269.00 \Iv 1/2* EXP. JT. L B/FTG. EL 261.42 NOTES: ig 1/2* EXP. JT. B/FTG. EL. 261.42, 1. SCALE SIDE RAILS SHALL BE MIN. 4N WIDE WITH FLAT TOP SURFACE. HEIGHT AS NOILD. b By: Date: REVIEWED COMPLIANCE APPROVED AUG 1 0 2010 City of Tukwila BUILDING DIVISioki REVIEWED CWA Consultants, PS • DESIGNED A. JOHNSON DRAWN S. HESS MENINIM. INIMININNONOMer VERIFY SCALE, BAR IS ONE INCH ON ANSI *DII DRAWING 0 111111•111111111111111111111111* INN MIN MINIM 11111111 A 7/31/09 REV DATE ,•10111WW,', 111111111 ISSUED FOR CITY OF TUKWILA PERMITS CHK'D APP'D REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division MLA 111111111111111111111----- Engineering, plIc 1411 Fourth Ave, Suite 760 Seattle, Washington 98101 206.2642727 206264.4835 BOW LAKE RECYCUNG AND TRMSFER STATION SITE FACILITIES CONTRACT SCALE FACILITY GENERAL ARRANGEMENT SECTIONS PROJECT NUMB C00405C09 sfr. 277 615 DRAwnsac NUMBER S3O3 1- 800.424 -5555 CALL 48 HOURS BEFORE YOU DIG SSUED FOR CITY OF TUKWILA PERMITS NOT FOR CONSTRUCTION i , , i , T/WALI. T/GRAIING T/SIDE RAILSAL, EL 269.00 \.r 1 IIi 4 L SCALE FOOTING BEYOND SIDE RAILS 8Y SCALE MFR. (NOTE 1), TYP. 10.-0" CLR. SCALE WIDTH 0 EL. 268.40_ • • 4 .4 SCALE FOOTING BEYOND SECTION SCALE FACILITY 5301 GENERAL ARRANGEMENT SECTIONS SCALE: 1/2* J T/WALL T/GRATING T/SIDE RAILS___ EL. 269.00 \Iv 1/2* EXP. JT. L B/FTG. EL 261.42 NOTES: ig 1/2* EXP. JT. B/FTG. EL. 261.42, 1. SCALE SIDE RAILS SHALL BE MIN. 4N WIDE WITH FLAT TOP SURFACE. HEIGHT AS NOILD. b By: Date: REVIEWED COMPLIANCE APPROVED AUG 1 0 2010 City of Tukwila BUILDING DIVISioki REVIEWED CWA Consultants, PS • DESIGNED A. JOHNSON DRAWN S. HESS MENINIM. INIMININNONOMer VERIFY SCALE, BAR IS ONE INCH ON ANSI *DII DRAWING 0 111111•111111111111111111111111* INN MIN MINIM 11111111 A 7/31/09 REV DATE ,•10111WW,', 111111111 ISSUED FOR CITY OF TUKWILA PERMITS CHK'D APP'D REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division MLA 111111111111111111111----- Engineering, plIc 1411 Fourth Ave, Suite 760 Seattle, Washington 98101 206.2642727 206264.4835 BOW LAKE RECYCUNG AND TRMSFER STATION SITE FACILITIES CONTRACT SCALE FACILITY GENERAL ARRANGEMENT SECTIONS PROJECT NUMB C00405C09 sfr. 277 615 DRAwnsac NUMBER S3O3 1- 800.424 -5555 CALL 48 HOURS BEFORE YOU DIG SSUED FOR CITY OF TUKWILA PERMITS NOT FOR CONSTRUCTION TYP CONCRETE CURB AT APPROACH SLABS C SCALE FACILITY GENERAL ARRANGEMENT SECTIONS SCALE: 1-1/2" = 1' -0" S301 S302 TYP CONCRETE CURB AT APPROACH SLABS 1 SCALE FACILITY GENERAL ARRANGEMENT SECTIONS SCALE: 1 --1/2" = 1' -0" 5301 S302 4 0 X 3g m 03 viq g "i tn a! E 5 c0°v o 0 W Et- " W 0 0. TOC T /SCALE DECK \IF EL 268.40 �T /PE�STAL Q 267.00 SCALE FOUNDATION, REINF NOT SHOWN SCALE 1 /2 "x3" JOINT FILLER 12' -0" PEDESTAL BEYOND � B/FTG EL 261.42 SECTION SCALE FACILITY GENERAL ARRANGEMENT SECTIONS SCALE: 1/2" = 11-0" FOUNDATION WALL (NOTE 1) 4" • i i • . • • -4' • e+ • • a' • 4 • • 4 1•, • APPROACH SLAB _Ali( kirillimmegariorammo ^ • . •v il l. Imo# • . s • � .. ! r! Y.. •. ��:'• . ` .o -,. . ma .a . , �v ,� T_! i A. ,• r • s ' • ;.i .- „, .f �� •a ., . '.:� :msl+ ..• • .:w w � • _yr • tii ..iT 4474ra � -4111 iY 'Or.. P � j• Miiiiiii/WMCIEnraWIMI Mb. . d Z.-. + ' . • . ` �= ! ! _! -4 `w !-! y� Y� Tf ! ! rf f• r• �{► ,�-y# +► �~ mi � ► ,• Iri viy,- �T ,al .i. s• N : .a„ s,-.r► = - %.. L _i! ♦ i �- .• 6 @ 12 • - . . Y- • HMA, SEE CIVIL DRAWINGS • r . *- • a' • • : 4 . • . . . • THICKEN SLAB-ON-GRADE ISOLATION JOINT CURB AND APPROACH SLAB PER C/5304 (NOTE 1) SECTION SCALE FACILITY GENERAL ARRANGEMENT SECTIONS SCALE: 3/4" = 1' -0" THICKEN SLAB-ON-GRADE AT WALL EL VARIES EL 265.50' 9" FOUNDATION WALL #5 © 18" OC VERT, CENTERED, ALT HOOKS NOTES: 1. REINF NOT SHOWN �EL 269.00' SLAB AND WALL PER C/5305 GRAVEL BORROW #4 0 16" OC, EACH WAY, "T &B #5 0 16" OC HORIZ FOOTING DRAIN PER 2/S013, SEE S302 FOR EXTENT .is obi moor .., .. •••a • : e• 4" CSBC #7 CO 12 WITH HOOKED ENDS GRAVEL BORROW, TYP TOP OF WALL AT EXT DOOR -0" SLAB -ON -GRADE SLOPE • 3/4" CLR -0" 1 1/2"0 SMOOTH DOWELS WITH STD HOOK @ 1' -4" OC, GREASE THIS END SECTION SCALE FACILITY GENERAL ARRANGEMENT SECTIONS SCALE: 3/4" = 1' -0" S301 SCALE FACILITY GENERAL ARRANGEMENT SECTIONS SCALE: 3 4" = 1' -0" DESIGNED M. LEONARD S. HESS VERIFY SCALE . BAR I5 ONE INCH ON ANSI "D" DRAWING 0 ■1�A� 1 ` c 1/08/10 MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION B A 12/23/09 7/31/09 RESPONSE TO CITY OF TUKWILA CORRECTION LETTER #1 ISSUED FOR CITY OF TUKWILA PERMITS REV DATE CHK'0 APP'D REVISION DESCRIPTION BOLLARD NOT SHOWN #4 VERT BARS PER C/5304 PLAN VIEW 1i" GRATING T /GRATING 1 " CLR EL T /SIDE 269.00 RAILS NOTE 2 SECTION SIDE RAILS BY SCALE MFR (NOTE 1), TYP REVIEWED FOR CODE COMPLIANCE APPROVED AUG 10 2010 City ofTukwila BUILDING DIVISION NOTE 2 1/- MATCH TOP OF CURB PROFILE PER 3/C140 #4 CONT #4 0 16" VERT CENTERED IN CURB 14" GRATING 10' -0" CLEAR SCALE WIDTH EL 268.40 TOC T /GRATING T/SIDE RAILS EL 269.00 EL 268.40 AL T /PEDESTAL EL 267.00 D #3 TIES 06" OC, (2) 0 TOP (4) 15 VERT W/ STD HK #4 0 16" OC, EW BOTTOM 1" NON- SHRINK GROUT i ,• , .. x• . . SECTION SCALE FACILITY GENERAL ARRANGEMENT SECTIONS SCALE: 1/2" = 1' -0" King County Department of Natural Resources and Parks Solid Waste Division MLA Engineering, pllc 1424 Fourth Ave, Suite 815 Seattle, Washington 98101 206.264.2727 206.264.4835 GRAVEL BORROW, TYP NOTES: 4" CSBC 1. SCALE SIDE RAILS SHALL BE 4" WIDE WITH FLAT TOP SURFACE. HEIGHT AS NOTED. 2. TYPE 2 GUARDRAIL. BiFfG� N- EL 261.42 SCALE FOOTING BEYOND bO9 R2LI By: Date: REVIEWED CWA Consultants, PS BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT SCALE FACILITY GENERAL ARRANGEMENT SECTIONS PROJECT NUMBER: 1- 800 -424 -5555 CALL 48 HOURS BEFORE YOU DIG C00405C09 SHT. OF: 282 619 DRAWING NUMBER: S304 0 H- u) 0 0 rt C L1_. 0 1 ct 0) LU E-- u. gE3 LL. 0 LL Liu CO 5' -5" Oemo (4) PLACES HSS 4x4x1/4, TYP --r SLAB —ON —GRADE THICKENED PER 8/S304 �•_ SLAB —ON— GRADE, TYP CD z g it o AE 3 N N o g PERIMETER OF THICKENED SLAB PLAN DETAIL SCALE FACILITY FOUNDATION PLAN SCALE: 3/8" = 1' -0" ev. 1' -2"x1' —2" PEDESTAL, (4) PLACES •4 SLAB, WALL AND FOOTING PER B/5308 FOOTING DRAIN PER 2/S013, SEE S302 FOR EXTENT �EL 261.42' EQ 9° EQ 2' -6" DETAIL SCALE FACILITY FOUNDATION PLAN SCALE: 1" = 1' -0" 4, S305 5306 SCALE END FOOTING, TYP 10' —7" 18' -7" NOTE 5, TYP 1'0' -0" 41' --0" SCALE INTERIOR SCALE LOAD CELL FOOTING, TYP PEDESTAL, TYP 8" SCALE PIT WALL, TYP UNO, REF A /S308 NOTE 5, TYP i SCALE END FOOTING, TYP : 1 *r___ 6" 14' -6" 0 19' -7" DESIGNED M. LEONARD WN S. HESS C 1/08/10 — -- MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION 12/23/09 — — RESPONSE TO CITY OF TUKWILA CORRECTION LETTER #1 VERIFY SCALE B BAR IS ONE INCH ON "D" A 7/31 /09 — -- ISSUED FOR CITY OF TUKWILA PERMITS ANSI DRAWING 0 1 " REV DATE CHK'D APP'D REVISION DESCRIPTION WEST PLAN SCALE FACILITY FOUNDATION PLAN SCALE: 3/16" = 1' -0" PLAN NOTES: 1. SEE S309 FOR UNDERSCALE SLAB PLAN 2. SCALE FOOTING ARRANGEMENTS SHOWN ARE BASED UPON 4— SECTION AND 5— SECTION SCALES. SEE SPECIFICATION SECTION 108810 FOR FOUNDATION MODIFICATION REQUIREMENTS TO SUIT ACTUAL SCALE EQUIPMENT PROVIDED. 3. REQUIREMENTS FOR LOAD CELL PEDESTALS TO BE COORDINATED WITH SCALE EQUIPMENT MANUFACTURER. 4. INSTALL EMBEDS (BUMPERS) IN END SCALE FOOTINGS FOR IMPACT PROTECTION AS RECOMMENDED BY SCALE MANUFACTURER. 5. VERTICAL CONTROL /CONSTRUCTION JOINTS IN WALLS SHALL BE TYPE CTJW1 PER S014 WITH HYDROPHILIC WATERSTOP. PROVIDE CTJW1 AT COLD JOINTS, WALL TERMINATIONS, AND EQUALLY SPACED ALONG WALL LENGTH AT 15' -0" MAX. 6. TYPICAL CONCRETE DETAILS: SEE DRAWING S013 AND DETAILS 2, 5/S307. 7. NOT USED. 8. NOTCH SCALE FOOTING AT BUILDING WALL / FOOTING. 9. COORDINATE UNDERGROUND 'PNEUMATIC 'TUBE SYSTEM LAYOUT TO AVOID FOUNDATIONS. 10. 9" FDN WALL TO UNDERSIDE OF SLAB —ON -GRADE FOR FUTURE SCALE FACILITY, TOP OF WALL ELEVATION PER F /S304. 11. FOUNDATION DRAIN LINE AT BUILDING PERIMETER. 12. FOUNDATION DRAIN LINE CAPPED FOR FUTURE SERVICE CONNECTION. REVIEWED CWA Consultants, PS 3/16"="r—O" (ADEN D R APPROVED nub 10 2010 Cityof Tukwila BUILDING DIVISION BUILDING DIVISION b (39, vi 1- 800 -424 -5555 CALL 48 HOURS BEFORE YOU DIG 0 1- C! z 0 0 LL. S305 S306 W CI- 8' CL 0 619 w King County Department of Natural Resources and Parks Solid Waste Division M L J unimas Engineering, p1lc 1424 Fourth Ave, Suite 815 Seattle, Washington 98101 206.264.2727 206.264.4835 By Date: BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT SCALE FACILITY FOUNDATION PLAN -- WEST 0 Scale Feet PROJECT NUMBER: C00405C09 or: 283 DRAWING NUMBER: S305 MLA WORKING 5305 5306 wr" 1 S308 OPF 6 8'-6" 0 NOTE 12 CO NOTE 12 S308 SIM 4'`9" j3_6"/ 14'-6" / / 51'— DESIGNED M. LEONARD awN S. HESS C 1/08/10 — — MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION VERIFY SCAB 5 12/23/09 — — RESPONSE TO CITY OF TUKWILA CORRECTION LETTER #1 BAR IS ONE INCH ON ANSI "D" DRAWING A 7/31/09 - - ISSUED FOR C {TY OF TUKWILA PERMITS 0 Inimmino 1" REV DATE CHK'D APP'D REVISION DESCRIPTION / 5' —O" 10' —7„ 14' --6" 18' -7" / 3' -6" " 101-0" S305 S306 CODE R REVIEWED R APS P ROVED AUG 10 2010 City of Tukwila BUILDING DIVISION PLAN NOTES: SEE SHEET S305 FOR PLAN NOTES, LEGEND, AND TYPICAL SCALE FOOTING CALLOUTS. bo9,- up King County Department of Natural Resources and Parks Solid Waste Division MLA Engineering, pi IC 1424 Fourth Ave, Suite 815 Seattle, Washington 98101 206.264.2727 206.264.4835 REVIEWED CWA Consultants, PS By: Date: D (( � BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT SCALE FACILITY FOUNDATION PLAN -- EAST 0 4' 8 3/16 " =1' -.O" r� Scale Feet PROJECT NUMBER: C00405C09 284 619 DRAWING NUMBER: S306 1- 800 -424 -5555 C r' D 0 w 0 1 w co 0 co .,, . J U 0 0 0) 0 Et 0 LL 0 1 CC w 0 0 Cif 0 u. w C1) 2' -6 "0 FLAG POLE ANAL GRADE 8"0 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 FLAG POLE FOUNDATION SCALE: 1"=1'-0" FACE OF PEDESTAL 1/2 "x FULL CONCRETE DEPTH JOINT FILLER SLAB -ON -GRADE • 4 SCALE PIT SLAB -ON -GRADE ISOLATION JOINT SCALE: 1.1 /2 " =1'-0" r S304 I 46 AO PVC WATERSTOP FACE OF WALL SLAB - ON -GRADE • BUILDING WALL / FOOTING '7*; 2--\ctc` 6' j \ PVC WATERSTOP SCALE PIT SLAB -ON -GRADE EDGE AT WALLS SCALE: 1- 1/2 " =1' -0 5310 (REINF NOT SHOWN) —\\ \ a ". 4 // a 4: SCALE PIT WALL AND FOOTING HORIZ REINF, TYP SCALE PIT WALL /FOOTING., PARALLEL WALLS / FOOTINGS NOTES: 1. Ld = STANDARD DEVELOPMENT LENGTH BUILDING WALL / FOOTING (REINF NOT SHOWN) STANDARD HOOK (ALT DIRECTION) SCALE PIT WALL AND FOOTING HORIZ REINF, TYP SCALE PIT WALL /FOOTING PERP WALLS /FOOTINGS DESIGNED M. LEONARD tAWN S. HESS C 1 /08/10 -- — MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION 12/23/09 — - RESPONSE TO CITY OF TUKWILA CORREC11ON LETTER #1 VERIFY SCALE B BAR IS ONE INCH ON ANSI "D" DRAWING A 7/31/09 — -- ISSUED FOR CITY OF TUKWILA PERMITS 0 1" REV DATE CHK'D APP'D REVISION DESCRIPTION // 2' -0" MIN BOTTOM OF FOOTING TYPICAL FOOTING REINF PER PLAN AND DETAILS PIPE SLEEVES AND COMPRESSIBLE FILLER AS REQUIRED TO ACCOMMODATE 1/2" SETTLEMENT UNO IN GEOTECH REPORT SECTION PIPE AND TRENCH LOCATIONS SCALE: 3/4 " =1' -0" STEP FOOTING LOCATION 24" MATCH TYP 1 FOOTING REINF 24" a- v• ..4 1.5x "D" ( r_6"MI ELEVATION STEPPED FOOTING SCALE: NTS King County Department of Natural Resources. and Parks Solid Waste Division 1.5 TYPICAL FOOTING REINF PER PLAN AND DETAILS 5306. S311 L summos=== Engineering, pile 1424 Fourth Ave, Suite 815 Seattle, Washington 98101 206.264.2727 206.264.4835 1 L 1.5 S306, S311 REVIEWED FOR CODE COMPLIANCE APPROVED AUG 10 2010 City of Tukwila BUILDING DIVISION By: Date: EXCAVATION NOT ALLOWED BELOW THIS LINE Doi - l (9Y REVIEWED CWA Consultants, PS BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT SCALE FACILITY FOUNDATION DETAILS PROJECT NUMBER: C00405C09 285 619 DRAWING NUMBER S307 1- 800 -424 -5555 0 D (/ c 0 L1 Ll. co cr) O co 9EL 269.00' UNDERSCALE SLAB ,EL VARIES W w SLAB EDGE PER 1/S307, TYP EL 261.42' et 2 4 . • C5 0 18" OC VERT, ENTERED 2" 0 PVC WEEPS AT 6' -0" MAX SPACING #4 a 12" OC HORIZ #4 0 18" OC j_(4) #4 CONT a. SCALE: 1" = 11--0" WALL REINF PER G /S31O A S306 (3) SPACES 0 11" OC CONT WALL HORIZ BARS THRU V 2" CONC WALL 13 TIES A4 4 0 4 DBA PER 5/S317 PLAN VIEW WALL REINF @ VEHICLE GUARDRAIL PST 4 DESIGNED #3 CROSS TIES ALT HOOK DIRECTION CONSECUTIVE TIES M. LEONARD RAWN S. HESS c 1/08/10 (2) #5 CONT ,EL 269.33' LOCATE (1) BAR PER C/5314 11111011. ANN. AT SIM #5 18" OC VERT CENTERED -� SLAB-ON-GRADE PER A /S309 SLAB -ON -GRADE EDGE PER 1/5307 #5 CONT #5 @ 16" OC HORIZ C5 0 18" OC VERT ENTERED, ALT HOOKS SECTION SCALE FACILITY SCALE HOUSE SCALE: 1" = 1' -0" VALLEY, DRAIN, FOOTING SLAB -ON -GRADE PER A/S311 SLAB -ON -GRADE EDGE PER 1/S311 (2) #5 CONT NOTES: 1. SIM CONDITION IS JOISTS PARALLEL TO WALL THICKENED SLAB AT FLOOR DRAIN MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION e 12/23/09 VERIFY SCALE BAR IS ONE INCH ON - ANSI 'b" DRAWING 0 1" REV DATE CHK'D APP'D A 7/31/09 RESPONSE TO CITY OF TUKWILA CORRECTION LETTER #1 ISSUED FOR CITY OF TUKWILA PERMITS REVISION DESCRIPTION SHEARWALL t (2) #5 CO T TOP SLAB -ON -GRADE PER A/S311 HEADER REINF AT OPENING PER D/S308 #5 0 16" OC HORIZ #5 @ 18" OC VERT CENTERED SLAB -ON -GRADE EDGE PER 1/S311 SECTION SCALE FACILITY SCALE HOUSE SCALE: 1" = 1'' -0" CONCRETE WALL (REINF NOT SHOWN)-- --..„,„ a/ 4.• #3 TIES 4, 10" OC (6) #5 VERT, HOOK • Q INTO FOOTING -- COLUMN ANCHOR RODS (NO ANCHOR RODS 0 SIM) !a 10" SCALE: 1-1/2" �aP SAND BOTTOM REVIEWED FOR CODE COMPLIANCE APPROVED AU6 1 U 2010 City Tukwila of T ' lII BUILDING DIVISION CONCRETE PILASTER boci Eby HSS BEAM 269.00' WALL TOP BARS PER C /S308 C MECHANICAL DUCT 261.42 FOUNDATION WALL WALL ELEVATION SCALE FACILITY SCALE HOUSE SCALE: 1/2" = 1, -0" REINFORCE SIDE AND BOTTOM EDGES OF OPENINGS PER S013 ■ NOTES: 1. TYPICAL CONCRETE REINFORCING AND FLOOR FRAMING NOT SHOWN 2. 4 "x4 "xi' -6" BLOCKOUT FOR PLUMBING, (2) PLACES. INTERRUPT NEAR -FACE HORIZONTAL REINF AT BLOCKOUTS. 1" NON - SHRINK GROUT 269.33' (2) TIES 0 TOP CONTINUE COLUMN ANCHOR RODS INTO FOOTING CONTINUOUS WALL FOOTING CONTINUE FOOTING AND WALL REINF (NOT SHOWN) THROUGH PILASTER 1 i / i FOUNDATION WALL BEYOND 1 // DETAIL King County Department of Natural Resources and Parks Solid Waste Division M L A N IUIR Engineering, pile 1424 Fourth Ave, Suite 815 Seattle, Washington 98101 206.264.2727 206.264.4835 SCALE: NTS HEADED ANCHOR RODS, TYP REVIEWED CWA Consultants, PS Sete :c BOW LAKE RECYCUNG AND TRANSFER STATION SITE FACIUTIES CONTRACT SCALE FACILITY FOUNDATION DETAILS PROJECT NUMBER: C00405C09 SHT. OF; 286 619 DRAWING NUMBER: S308 1- 800 -424 -5555 0 w C w c ar 0 00 0 (.) F— — a) 0 Ct 0 L 0 1 CO c W ..1 U Er U) SECTION PEDESTAL DIMENSIONS PER PLAN #4 TIES #5 VERT 016" OC MAX 1" CLR r-r- SCALE SIDE RAIL LOAD CELL PEDESTAL PER S2 0 w O LL 03 0 co .4;z1- 0 ELEV CAST —IN TUBE AND CONDUITS AS REQUIRED FOR PNEUMATIC TUBE SYSTEM, COORDINATE LOCATIONS WITH ACCESSORY LAYOUT SLAB —ON —GRADE EL VARIES TYP SLAB REINF CONCRETE PEDESTAL ELEV 266.54 ELEV 266.40 SCALE HOUSE, SEE A/S311 FOR SLAB —ON —GRADE MATCH PEDESTAL DIM, EACH WAY SCALE PIT ACCESSORY PEDESTAL � SCALE FACILITY 1" = 1' -0" 1-- N8.10 #4 12" ©16" OC EACH WAY LEGEND: CTJ SLAB CONTROL JOINT (NOTE 2) DRAIN OCATIONS DRAIN LOCATIONS ELEV 266.40 ELEV ELEV DESIGNED M. LEONARD ELEV ELEV 266.00 266.00 266.00 266.00 r S. HESS C �1r — — MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION 12/23/09 s Tr — /a . VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING A 7/31/09 - y • ISSUED FOR CITY OF TUKWILA PERMITS 0 1* DATE CHK'D Ci REVISION DESCRIPTION , t.w C.1' •••••• .. •... • .............. v ... v ..••.. v .•••.." .di a • • .... .• . . . .:: .. . ...... . ..._. ......... .„................ .. . .. • ..••.•••.•••. •....... ...... • . ....: El ELEV 266.40 --NOTE 1 UNDERSCALE SLAB PLAN SCALE FACILITY UNDERSCALE SLAB PLAN 1/8" = 1' -0" 1641 King County Department of Natural Resources and Parks Solid Waste Division ELEV 266.40 S302, S305, S306 FLOOR DRAIN (NOTE 3) CONC PAD OR PEDESTAL ABOVE PER S301, S302 IEWED F q /CODE APPROVED AUG 10 200 city � ,, BUIL(DIN DIVISION NOTES. 1. 4" SLAB --ON —GRADE WITH #4 ! 16" OC EACH WAY, CENTERED IN SLAB. ELEVATIONS NOTED ARE TOP OF SLAB AT SLAB EDGE. 2. SLAB CONTROL JOINTS SHALL BE TYPE CTJS2, C JS2, UNO CONTINUE ACROSS SLAB AS SHOWN EXCEPT PROVIDE ISOLATION JOINT PER 3/S307 AT LOAD CELL AND PLATFORM PEDESTALS. JOINT LAYOUT MAY DIFFER BASED UPON ACTUAL SCALES AND FOUNDATION OUNDATION ARRANGEMENTS PROVIDED. SUBMIT PROPOSED ROPOS IN ED JO T LAYOUT TO PROJECT REPRESENTATIVE FOR REVIEW. 3. SEE 1/S308 FOR SLAB DETAIL AT FLOOR DRAINS. 4. MECHANICAL AND ELECTRICAL PENETRATIONS THROUGH SLAB —ON— GRADE, INCLUDING UTILITY VAULTS AND TEST WELLS, ARE NOT SHOWN. CONTRACTOR SHALL VERIFY AND COORDINATE REQUIRED PENETRATIONS WITH ALL TRADES. b [(L(• L A Engineering, pllc 1424 Fourth Ave, Suite 815 Seattle, Washington 98101 206.264.2727 206.264.4835 REVIEWED CWA Consultants, PS By: Date: 0 8' 16' 1/$„ -1, -O" _ .., ■mo Scale Feet BOW LAKE RECYCLING AND TRANSFER STATION SITE FACIUT1ES CONTRACT SCALE FACILITY UNDERSCALE SLAB PLAN PROJECT NUMBER: C00405C09 OF: 287 619 0 co 0 0 LL O i'- 0 1 Ct W LL. LL ca co DESIGNED M. LEONARD PA" S. HESS C 1 /08/10 — — MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION 12/23/09 -- — RESPONSE TO CITY OF TUKWILA CORRECTION LETTER #1 VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING A 7/31/09 - — ISSUED FOR CITY OF TUKWILA PERMITS 0 1* REV DATE CHK'D APP'D REVISION DESCRIPTION , --NOTE 1 UNDERSCALE SLAB PLAN SCALE FACILITY UNDERSCALE SLAB PLAN 1/8" = 1' -0" 1641 King County Department of Natural Resources and Parks Solid Waste Division ELEV 266.40 S302, S305, S306 FLOOR DRAIN (NOTE 3) CONC PAD OR PEDESTAL ABOVE PER S301, S302 IEWED F q /CODE APPROVED AUG 10 200 city � ,, BUIL(DIN DIVISION NOTES. 1. 4" SLAB --ON —GRADE WITH #4 ! 16" OC EACH WAY, CENTERED IN SLAB. ELEVATIONS NOTED ARE TOP OF SLAB AT SLAB EDGE. 2. SLAB CONTROL JOINTS SHALL BE TYPE CTJS2, C JS2, UNO CONTINUE ACROSS SLAB AS SHOWN EXCEPT PROVIDE ISOLATION JOINT PER 3/S307 AT LOAD CELL AND PLATFORM PEDESTALS. JOINT LAYOUT MAY DIFFER BASED UPON ACTUAL SCALES AND FOUNDATION OUNDATION ARRANGEMENTS PROVIDED. SUBMIT PROPOSED ROPOS IN ED JO T LAYOUT TO PROJECT REPRESENTATIVE FOR REVIEW. 3. SEE 1/S308 FOR SLAB DETAIL AT FLOOR DRAINS. 4. MECHANICAL AND ELECTRICAL PENETRATIONS THROUGH SLAB —ON— GRADE, INCLUDING UTILITY VAULTS AND TEST WELLS, ARE NOT SHOWN. CONTRACTOR SHALL VERIFY AND COORDINATE REQUIRED PENETRATIONS WITH ALL TRADES. b [(L(• L A Engineering, pllc 1424 Fourth Ave, Suite 815 Seattle, Washington 98101 206.264.2727 206.264.4835 REVIEWED CWA Consultants, PS By: Date: 0 8' 16' 1/$„ -1, -O" _ .., ■mo Scale Feet BOW LAKE RECYCLING AND TRANSFER STATION SITE FACIUT1ES CONTRACT SCALE FACILITY UNDERSCALE SLAB PLAN PROJECT NUMBER: C00405C09 OF: 287 619 0 co 0 0 LL O i'- 0 1 Ct W LL. LL ca co #7 @1O" OC 6012 "OC ITH STD HK fi -- #6 012" OC —(4) #7, HK ENDS 2' -6" • (0 .tS • SECTION A SCALE: 3/4" = 1' -0" S305 S306 a M Ls- N 2 #8 0 . Jr A L4x4x3/8 WITH 1/2"0 x 74" WHS @ 1' -0" OC, CONTINUOUS BTWN CURBS #6012 "OC #7 010" OC #6 012" OC WITH STD HK (8) #6 #6012 "OC ■ #6 012" OC (8) #6, HK ENDS PEDESTAL PER D /S310 FOOTING PER C/S310 #6 • • r • • 4 • • • • SECTION DESIGNED M. LEONARD S. HESS SCALE PIT WALL AND FOOTING WALL AND FOOTING HORIZ REINF PER A /S308, TYP REINF PER 1/S304 #6 36". #7 Ea 10" OC LS W# 6 0 1 2 1 9 . 0 ITH STD HOOK 0 Ld r 0 0 #6 NOTES: 1. Ld = STANDARD DEVELOPMENT LENGTH PLAN VIEW ( 2) #7 VERT WITH STD HOOK #4 CROSS —TIES _ iYP, ALT 90` HOOKS OF CONSECUTIVE TIES VERIFY SCALE BAR 15 ONE INCH ON ANSI "D" DRAWING 0 1" C 1/x8/10 B 12/23/09 A 7/31/09 DATE MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LEl 1 LR #1 ISSUED FOR CITY OF TUKWILA PERMITS CHK'D APP'D REVISION DESCRIPTION #6012 "OC CODE COMP FOR COMPLIANCE APPROVED AUG 10 2010 City 01 Tukv,iIa (6) WILDING DIVISION Q • \--#6 0 12" OC (6) #6, HK ENDS UNDERSCALE SLAB 16" OC VERT, EACH FACE 2 "0 PVC WEEPS AT 6' -0" MAX SPACING #4 @ 16" OC HORIZ, EACH FACE SLAB EDGE PER 1/S307, TYP SCALE: -0" King County Department of Natural Resources and Parks Solid Waste Division Doi - (k)� het L A Engineering, pllc 1424 Fourth Ave, Suite 815 Seattle, Washington 98101 206.264.2727 206.264.4835 g° n 0 c1 LJ 7 1 0.4 .�J • • • • A • t ANIII,.•11111111111111 • G WALL AND FOOTING PER A /S310 2.-0" L #4 FOOTING PER C/S310 VERT REINF PER F/S310 2, -0" #4 CROSS —TIES TYP ©4 TOP LAYER REINF SECTION 0 a d By: Date: BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILI1IES CONTRACT SCALE FACILITY FOUNDATION DETAILS TYP, UNO REVIEWED CWA Consultants, PS 1- 800 -424 -5555 CALL 48 HOURS BEFORE YOU DIG PROJECT NUMBER: C00405C09 SHT. o1 288 619 DRAWING NUMBER: S310 z C ct C.1) z 0 0 0 z 1 Et w 0 J LL Q 0 LL 0 w VJ co FACE OF WALL AS REQUIRED FOR RIGID INSULATION — SEE ARCH SLAB —ON —GRADE • CRAWL SPACE SLAB - ON-GRADE EDGE SCALE FACILITY SCALE HOUSE SCALE: 1 -1 /2" = 1' -0" 4, NOTE 9 SIM RO AS REQUIRED FOR ACCESS PANEL ON A /A301 DBL JOISTS THIS FLOOR AREA 12x22" OPENING ---► NOTE 11 NOTE 5 SW33 —� (NOTE 8) NOTE 10 NOTE 10 8 S308 SIM SIM FLOOR DECK SLAB PER PLAN NOTE 3 10x4 1/4 TYP FLOOR BEAM END CONN, SEE 1/S317 OPP OPP NOTE 15 NOTE 10 NOTE 9 SIM ELEV 264.90 11111•■ __ .11•1••• MINN., L NOTE 16 ELEV 264.83 •••-EL•EV•••••- •••••• :•.- : : : : : :•: ELEV 264.83 Ago I J —t*Ltr 264.83 264.90 EQ EQ FA NOTE EQ NOTES 12, 14 EQ FOUNDATION I CRAWL SPACE PLAN SCALE FACILITY SCALE HOUSE SCALE: 1/4" = 1 -0" DESIGNED M. LEONARD B NOTE 16 •••• ELEV 5308 "!! 264.83 DRAWN S. HESS 1 II 1/08/10 — — -, VERIFY SCALE 6 12/23/09 — • , :. : ..................i -.•., TT.,q...o • ..,•.•T, TT Pe.%•,r•. •..J . RESPONSE TO CITY OF TUKWILA CORRECTION LETTER 111 BAR IS ONE INCH ON ANSI "D" DRAWING A 7/31/09 — -..•.. :....'..•,•.•..•.•.. PT.Te 11.. .•T•.,•. A7 -264:83 ' " ', _ ... ......:...: :. ::.'..... .4• ,•.,T ...•.•.s, v.v.P. .1•..•,•.•.� wT.- .,,-*,•••••,,•t,•.. ...M.P.,. CHICO APP'O REVISION DESCRIPTION wow ETEV D B f 264.83 EQ S308 S308 EQ FOUNDATION I CRAWL SPACE PLAN SCALE FACILITY SCALE HOUSE SCALE: 1/4" = 1 -0" DESIGNED M. LEONARD DRAWN S. HESS C 1/08/10 — — MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION VERIFY SCALE 6 12/23/09 — — . RESPONSE TO CITY OF TUKWILA CORRECTION LETTER 111 BAR IS ONE INCH ON ANSI "D" DRAWING A 7/31/09 — -- ISSUED FOR CITY OF TUKWILA PERMITS 0 1111111110111111111111111" REV DATE CHICO APP'O REVISION DESCRIPTION 5305 S309 SIM NOTE 5 SW6, NOTE 4 CONCRETE FOUNDATION WALL I JNOTE_1 ) ELEV SIM SIM LEGEND: CTJ SLAB CONTROL JOINT (NOTE 2) SHEARWALL HOLDDOWN PER 7/S315 DBL REQUIRED DOUBLE JOIST (BACK —TO —BACK) NON— STRUCTURAL WALL STRUCTURAL WALL (NOTES 1, 4, 8) FLOOR DRAIN (NOTE 17) SHEARWALL TYPE 'X' PER 3/S314 SWX SEE SHEET S305 FOR FOUNDATION DIMENSIONS AND FOUNDATION WALL CONTROL JOINT REQUIREMENTS. 2. SLAB —ON —GRADE CONTROL JOINTS SHALL BE TYPE CTJS2, UNO. 3. FLOOR DECK SLAB IS CONCRETE OVER 9/16 "x22 GA SHALLOW VERCOR TYPE METAL DECKING (24" TOTAL THICKNESS) PER 4/S246. 4. EXTERIOR STRUCTURAL WALLS ABOVE FOUNDATION WALL: STUDS 6005162-43 0 MAX 24" OC, ALIGN WITH UPPER LEVEL JOISTS AND DIAPHRAGM BLOCKING PER DETAILS. CONSTRUCT AS TYPE SW6 STRUCTURAL WALL, TYP, UNO. 5. WHERE NOTED, ATTACH HOLDOWNS TO SAME STUDS AS TYPE HOLDOWN ABOVE. 6. NOT USED. 7. TYPICAL CONCRETE DETAILS: SEE DRAWING 5013 AND DETAILS 2/S307, 5/5307. 8. INTERIOR STRUCTURAL WALLS AT FIRST FLOOR: STUDS 4005162 -43 0 MAX 24" OC, ALIGN WITH UPPER LEVEL JOISTS AND DIAPHRAGM BLOCKING PER DETAILS. CONSTRUCT AS SHEARWALL TYPE SHOWN. 9. FLOOR JOISTS: 1000S162-54 0 MAX 24" OC, TYPICAL 10. DIAPHRAGM BLOCKING PER INDICATED WALL SECTION, TYPICAL. MATCH SIZE OF TYPICAL FLOOR AND ROOF JOIST, UNO. 11. JOIST BRIDGING PER 6/S317 CONTINUOUS BETWEEN BEARING LINES, TYPICAL AT MIDSPAN. (± 18" MAX OFFSET PERMITTED). ATTACH ENDS TO DIAPHRAGM BLOCKING THAT IS PROVIDED PER WALL SECTIONS. 12. CONTINUITY STRAPS AT OPENING PER 1/5319, WHERE NOTED. 13. SUGGESTED JOIST AND BLOCKING LOCATIONS ARE SHOWN. ADDITIONAL FRAMING MAY BE REQUIRED TO MEET REQUIREMENTS ON PLANS AND DETAILS. FINAL LT GA FRAMING LAYOUT TO BE DETERMINED BY CONTRACTOR. 14. TYPICAL JOIST HEADER PER 3/S319. 15. EXCEPT WHERE DIMENSIONED ON THE PLANS, MECHANICAL PENETRATION SIZES AND LOCATIONS SHOWN ON FRAMED FLOORS AND ROOF ARE APPROXIMATE. CONTRACTOR SHALL REQUIRED PENETRATIONS WITH ALL TRADES AND COORDINATE WITH FRAMING LAYOUT. 4/S319 FOR TYPICAL FRAMING AT OPENINGS. .. _ 16. 4" SLAB—ON—GRADE WITH it4 @ 16" OC, EACH WAY, CENTERED IN REVIEWED FOR ARE TOP OF SLAB AT SLAB EDGE. CODE COMPLIANCE APPROVED 17. SEE 1/S308 FOR SLAB DETAIL AT FLOOR DRAINS. At1ti 10 2010 18. MECHANICAL, ELECTRICAL, WALLS ARE NOT SHOWN. City of Tukwila WITH ALL TRADES. BUILDING DIVISIflW VERIFY SEE DETAI W O. 1- 800 -424 -5555 CALL 48 HOURS BEFORE YOU DIG 0 i-- ce F- 0) z 0 0 0 LL. C 1 O) SLAB. ELEVATIONS NOTED AND ARCHITECTURAL PENETRATIONS THROUGH SLAB —ON —GRADE AND CONTRACTOR SHALL VERIFY AND COORDINATE REQUIRED PENETRATIONS bo9- 1,(0 King County Department of Natural Resources and Parks Solid Waste Division MLA innisml== Engineering, pJIc 1424 Fourth Ave, Suite 815 Seattle, Washington 98101 206.264.2727 206.264.4835 2 1/4 " =1' -0" 0 2 4 6 8 111. 111111111111110111111M Scale BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT SCALE FACILITY REV! EWE CVJA Consultants, PS SCALE HOSE PLANS Date. PROJECT NUMBER: C00405C09 Feet SHT. OF: 289 619 DRAWING NUMBER: S311 N to thi A � r fit 0, 0 0, E a a `" f4 a —0" T GA ER B S313 A S314 SCALE FACILITY SCALE HOUSE SCALE: 1/4" = 1' -0" ROOF DECKING PER PLAN NOTE 1 SLO£'E NOTE 9 NOTE 7 HSS 10x4x1 HDR NOTE 10 NOTE 5 T 1 NOTE 13 12 "x22" OPENING EDGE OF RO s HDR NOTE 9 HDR NOTE 9 FLOOR DECK SLAB PER PLAN NOTE 2 x E NOTE 9 6' -0" MIN r L. ----4 DBL MF -1 SWX HDR COL AND HSS10 ALUMINUM GRATING x HSS 10x4x 1 LT GA /S319 STRUTS NOTE 8 OPP -- NOTE 8 NOTE 7 NOTES 10, 12 NOTE 7 HSS } 10x4x 1 4 4' —0" MIN TO RO OPP OPP NOTE 13 SCALE FACILITY SCALE HOUSE SCALE: 1/4" = 1'--0" tlop.% DESIGNED M. LEONARD RA S. HESS C 1/08/10 — — _ MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION VERIFY SCALE B 12/23/09 — RESPONSE TO CITY OF TUKWILA CORRECTION LETTER #1 BAR IS ONE INCH ON ANSI "D" DRAWING A 7/31/09 — — ISSUED FOR CITY OF TUKWILA PERMITS Q 1 " REV DATE CHK'D APP'D REVISION DESCRIPTION SW6, NOTE 4 RO PER ACCESS STAIR MANUFACTURER - (MAX PERMITTED RO DIM =2'- 8 "x5' --7 ") SIM frvIrr ROOF PLAN -WIND SCALE FACILITY SCALE HOUSE SCALE: NTS SHEARWALL HOLDDOWN PER 7/5315 MOMENT CONNECTION REQUIRED DOUBLE JOIST (BACK —TO— BACK) MOMENT FRAME PER 4/5316 SHEARWALL TYPE 'X' PER 3/S314 HEADER BELOW PER 2/S315 STRUCTURAL WALL ABOVE (NOTE 4) STRUCTURAL WALL BELOW (NOTE 4) REVIEWED D FOR COMPLIANCE APPROVED AUG102010 City of Tukwila BUILDING DIVISION FM 1 -90 WIND UPLIFT PRESSURE FIELD 38 PSF PERIMETER 63 PSF CORNER 95 PSF 1. METAL ROOF DECKING IS 11"x22 GA TYPE B PER 3/S246. SEE C/S312 FOR WIND UPLIFT DESIGN PRESSURES. 2. FLOOR DECK SLAB IS CONCRETE OVER 9/16 "x22 GA SHALLOW VERCOR TYPE METAL DECKING (2 " TOTAL THICKNESS) PER 4/S246. TOP OF SLAB ELEVATION AT MECHANICAL PLATFORM LEVEL = 280.00. 3. HSS 6x3x 1 /4 HEADER AND SILL BELOW PER 4/S316. 4. EXTERIOR STRUCTURAL WALLS: STUDS 600S162 -43 0 MAX 24" OC, ALIGN WITH JOISTS/ DIPHRAGM BLOCKING PER DETAILS. CONSTRUCT AS TYPE SW6 STRUCTURAL WALL, TYPICAL, UNO. 5. ROOF JOISTS: 8005162 -43 0 MAX 24* OC, TYPICAL, UNO. 6. INTERIOR STRUCTURAL WALL AT MECHANICAL PLATFORM: STUDS 600S162 -43 © MAX 24" OC, ALIGN WITH JOISTS/ DIAPHRAGM BLOCKING PER DETAILS. CONSTRUCT AS SHEARWALL TYPE SHOWN. 7. FLOOR JOISTS: 1000S162-54 0 MAX 24" OC, TYPICAL. 8. DIAPHRAGM BLOCKING PER INDICATED WALL SECTION, TYP. MATCH SIZE OF TYP FLOOR AND ROOF JOIST, UNO. 9. JOIST BRIDGING PER 6/9317 CONTINUOUS BETWEEN BEARING LINES, TYPICAL AT MIDSPAN (± 18" MAX OFFSET PERMITTED). ATTACH ENDS TO DIAPHRAGM BLOCKING THAT IS PROVIDED PER WALL SECTIONS. 10. CONTINUITY STRAPS AT OPENING PER 1/S319, WHERE NOTED. 11. SUGGESTED JOIST/ BLOCKING LOCATIONS ARE SHOWN. ADDITIONAL FRAMING MAY BE REQUIRED TO MEET REQUIREMENTS ON PLANS AND DETAILS. FINAL LT GA FRAMING LAYOUT TO BE DETERMINED BY CONTRACTOR. 12. TYPICAL JOIST HEADER PER 3/5319. 13. EXCEPT WHERE DIMENSIONED ON THE PLANS, MECHANICAL PENETRATION SIZES AND LOCATIONS SHOWN ARE APPROXIMATE. CONTRACTOR SHALL VERIFY REQUIRED FLOOR AND ROOF PENETRATIONS WITH ALL TRADES AND COORDINATE WITH FRAMING LAYOUT. SEE DETAIL 4/S319 FOR TYPICAL FRAMING AT OPENINGS. 14. LSTA30 STRAP WITH (6) #10 SOS EACH END TOP TRACK SPLICE. 15. SEE DETAILS 1, 2, 3/S239 FOR ROOFTOP BIRD— DETERRENT STANCHIONS. LOCATIONS PER A302. 2 0 2 4 6 8 10 1/4"= Scale Feet King County Department of Natural Resources and Parks Solid Waste Division MLA Engineering, plic 1424 Fourth Ave, Suite 815 Seattle, Washington 98101 206.264.2727 206.264.4835 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT SCALE FACILITY SCALE HOUSE PLANS By. Date: REVIEWED CVVA Consultants, PS PROJECT NUMBER: C00405C09 SHT. OF 290 619 DRAWING NUMBER: S312 1- 800 -424 -5555 0 0 >- w 0 LL w co 0) 0 00 METAL DECKING ROOF TRACK (NOTE 1) BENT FB PER C/S317 BETWEEN COLUMN FLANGES TO COL, t =STRAP > THICKNESS STRUCTURAL WALLS B0T TRACK AND TOP TRACK (NOTE 1) WALL STUD v t kin 26 W/ (11) 10 SDS TO RIM TRACK L70, FS SHEATHING HSS CONN PER D/S317 L2xi} PER DiS317 JOIST METAL DECKING, NOTCH AT COLUMN FLANGE STRAP AND LIGHT GAUGE FRAMING REQMTS AT COLUMN PER 6/5319 COLUMN CONTINUITY PLATES (MATCH COLUMN WIDTH THIS SIDE) =—=_ AT BEAM PROTECTION ZONE, USE 5/81'0 PUDDLE WELDS IN LIEU OF TYP DECKING FASTENERS W10 BEAM (NOTE 1) • FOR CALLOUTS IN COMMON, REFER TO 2/S313 JOIST FLOOR RIM TRACK (NOTE 1) CONTINUITY PLATES (NOTE 1) HSS 10 CONTINUITY PLATES W10 COLUMN (NOTE 1) 318" STIFF It AT HSS 10 WALL TOP TRACK (NOTE 1) VERTICAL TRACK CONT UP TO TOP OF COLUMN (NOTE 1) DETAIL NOTES: 1. INSTALL LIGHT GAUGE FRAMING (WEBS AND FLANGES) AT ROOF LEVEL TIGHT TO COLUMN AND COLUMN CONTINUITY PLATES. DETAIL VERTICAL TRACK CONT. AT FLOOR FRAMING THIS SIDE, LOCATE SPLICES OUTSIDE OF THIS DEPTH (NOTE 1) FASTEN WALL STUDS ABOVE AND BELOW TO COLUMN PER 2/S314 VERTICAL TRACK U) SHEATHING THIS FACE NOT SHOWN P30 si -1i 1 Fe) o 0 13a 0 eg QI ,u A 0 SCALE: 1" = 1' -O» METAL DECK EDGE FASTENERS CONT 800T162 -54 ALONG C8 ROOF JOISTS (SHORTER SPAN THIS SIDE OF C8) S /JCT (MAX), TYP #12 SDS 1' -0" OC, T &B METAL DECKING 3/8" it STIFF, NS & FS COLUMN BEYOND SCALE: 1" = 1' -0" C8 LSTA12 STRAP, EACH JOIST �y METAL DECK EDGE FASTENERS METAL DECK BLOCKING �J CONT STRUT T &B SECTION A-A NOTES: 1. INSTALL LIGHT GAUGE FRAMING (WEBS AND FLANGES) AT FLOOR LEVEL TIGHT TO COLUMN AND CONTINUITY PLATES. fN-- GRATING PLAN VIEW STRUCTURAL WALL BOTTOM TRACK, DO NOT FASTEN TRACKS TO BEAM TOP AND BOTTOM FLANGES AT PROTECTED ZONE L2x1i NOTES: 1. SEE DETAILS 1, 2, 3/S316 FOR MOMENT FRAME CONNECTION REQUIREMENTS. SECTION A -A CONN PER 2/S244 A STRUCTURAL WALL LSTA30 STRAP WITH (6) RIM TRACK #10 SDS EACH END (2) #12 SDS, STRUT TO JOISTS, T &B, TYP C8 S /HJCT (MAX) HANGER I TRIM FLANGES OF CONT TOP STRUT TO FIT JOISTS METAL DECKING EDGE FASTENERS SHEARWALL SCHEDULE CONN TYPE SHEARWALL ly10 SDS 04"OC, P @ BLOCKING 6005137 -33 WEB STIFF, FASTEN TO BLOCKING PER F/S314 N<" �,,-- JOISTS PER PLAN 0 CONN PER A/S313 8005162 -97 JOIST BLOCKING PER 6/S315, FULL LENGTH OF STRUTS 350S162 -68 x 8'--0" STRUT, T &B. FASTEN TO C8 WITH (8) 12 SDS, TO LIGHT GAUGE BLOCKING WITH #10 SDS 0 4" OC, TYP 3 16 \ C8 HSS COLUMN WALL STUD FASTENED PER 2/S314, TYP 1 4 4 1 FOR CALLOUTS IN COMMON REFER TO C/S317 SECTION AT C8 10007162 -54 RIM TRACK, CONN TO WALL PER C/S314, NS & FS MIN #8 BLK'G, TYP BLOCKING PER 6/5315 24" OC NS & FS SDS EACH BLOCKING, T &6 FOR CALLOUTS IN COMMON REFER TO C/S317 SECTION AT MIDSPAN SECTION DETAIL a. PLAN VIEW SCALE: 3" = 1' -0" CONCRETE /METAL DECKING L70 EACH JOIST JOISTS CANTILEVERED JOIST SHEARWALL, ALIGN STUDS WITH JOISTS SHEARWALL SCHEDULE CONN TYPE I3 HSS 4x4 BASER 5/8 (4) 3/4 "0 AB /REVIEWED FOR CODE COMPLIANCE APPROVED AUG 10 2010 �Yof Tukwila 6U...._ DIVISION 10005162 -54 BLOCKING BETWEEN JOISTS METAL DECKING EDGE FASTENERS // JOIST WEB STIFFENER PER F/S314 EACH JOIST SHEARWALL EDULE CONN TYPE al S // SHEARWALL PER PLAN ALIGN STUDS WITH JOISTS CONNECT 17- PER B/531ION 4 H2.5 EACH JOIST CONT RIM TRACK SHEARWALL, ALIGN STUDS WITH JOISTS 1)69i ((Lj SCALE FACILITY SCALE HOUSE SCALE: 1 -1 2" = 1 ► -0" SCALE FACILITY SCALE HOUSE SC 1 -1 2' M. LEONARD King County Department of Natural Resources and Parks Solid Waste Division S. HESS 1/08/10 VERIFY SCALE. BAR IS ONE INCH ON ANSI "D" DRAWING 0 1.11111•111111111•1111" 12/23/09 7/31/09 MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTER #1 ISSUED FOR CITY OF TUKWILA PERMITS DATE CHK'D REVISION DESCRIPTION 1l L A Engineering, pIIc 1424 Fourth Ave, Suite 815 Seattle, Washington 98101 206.2642727 206.264.4835 BOW LAKE RECYCLING AND TRANSFER STAI1ON SITE FACILITIES CONTRACT REVIEWED SCALE FACILITY CWA Cotlultants, PS PROJECT NUMBER: C00405C09 BHT. of 291 619 SCALE HO E SECTIONS NUMBER: S313 a J -1/2-36 t = GAGE OF MATERIAL CONNECTED TYPICAL MULTIPLE STUD /JOIST DETAIL SCALE: NTS 1- 1/2 -36 S319 STUDS OR JOISTS HSS OR WF COLUMN (2) ROWS #12 SDS 0 18" OC r SHEATHING SHEARWALL EDGE FASTENERS PLAN VIEW TYPICAL STEEL COLUMN IN METAL STUD WALL SCALE: 1-1/2" = 1' -0" 5317 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 CAP PS PANEL EDGES AND AT STUDS wl HOLDOWNS . INTERMEDIATE TYPE 3 TO LIGHT GAUGE FRAMING TYPE El TO STRUCTURAL STEEL TYPE 1 TO CONCRETE (4000 PSI MIN) SW6 15/32" STRUCTURAL 1 SHEATHING 1 SIDE #8 SDS 0 6" OC #8 SDS @ 12" OC #12 SDS 0 8" OC HILTI X -U 0 18" OC (7/16" MIN PENETRATION) HILTI X -U 0 11" OC ,(i4" MIN EMBED) 330 SW3 15/32" STRUCTURAL 1 SHEATHING - 1 SIDE #8 SDS @ 3" OC #8 SDS 0 12" OC #12 SDS 0 4" OC HILTI X -U 0 10" OC (7/16 MIN PENETRATION) HILTI "X -U 0 6" OC (14" MIN EMBED) 4- 618 SW33 15/32" STRUCTURAL 1 SHEATHING - 2 SIDES #8 SDS 0 3" OC #8 SDS 0 12" OC #12 SDS 0 2" OC HILTI X -U 0 5" OC (7/16 MIN PENETRATION) • , „- HILT# X -U 0 6" OC or MIN EMBED) 1236 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: 14 "x3r. 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. SHEARWALL SCHEDULE SCALE: NTS S312, S315 v A 6' -0" MIN BLOCKING PA18 STRAP 0 48" OC #10 SDS 0 3" TO MSTA18 STRAP BLOCKING, TYP CONCRETE /METAL DECK ACROSS JOISTS, TYP JOISTS BACK-TO-BACK BLOCKING, 1st SPACE BLOCKING ©48" OC BLOCKING END CONN. PER 6/S315, UNO FOR CALLOUTS IN COMMON REFER TO C/S314 NOTES: 1. SEE TYP JOIST FRAMING F/S314 FOR ADDITIONAL REQUIREMENTS. FLOOR JOISTS LIGHT GAUGE JOISTS TO HSS BEAM DETAIL SCALE: 1 -1/2" = 1' -0" BLOCKING END CONN PER 6/S315, UNO 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 5312, S313 #10 SDS 0 4" OC, TYP 0 BLOCKING CONT RIM TRACK PER A/S314 (PER B/S314 0 SIM) METAL DECKING EDGE FASTENERS METAL DECKING (NOTE 1) SHEATHING EDGE FASTENERS FABRICATE BENT CONT TOP TRACK TO MATCH ROOF SLOPE NOTES: 1. ROOF FRAMING SHOWN. SIM CONDITION OCCURS AT CONCRETE/ METAL DECKING FLOOR (NO SLOPE). // BLOCKING 0 48" OC, NS Sr FS FRAME BLOCKING THIS SIDE TO WALL PER F/S314 SECTION SCALE: 1-1/2" = 1' -f " #8 SDS, T &B TO EACH JOIST RIM TRACK STRUCTURAL WALL TOP TRACK TYP JOIST FRAMING 6005137 -33 WEB STIFFENER, FULL JOIST DEPTH ALIGN STUDS WITH JOISTS SCALE: NTS S317 FLOOR /ROOF JOIST NOTES: 1, ONLY GRAVITY FRAMING CONNECTIONS ARE SHOWN. SEE SHEARWALL /FLOOR FRAMING DETAILS FOR ADDITIONAL REQUIRED CONNECTIONS. 800T150 -43 CONT RIM TRACK (NOTE 1) SHEARWALL SCHEDULE CONN TYPE [1] SHEATHING EDGE FASTENERS SHEARWALL ---., SLOPED TOP TRACK (VARY STUD HEIGHT TO MATCH) SECTION METAL DECKING EDGE FASTENING AIII..■.Ai_ do—"1/4. METAL DECKING (SLOPED) // SCALE: 1-1/2" = SHEARWALL SHEARWALL SCHEDULE CONN TYPE 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 SECTION // 7/ JOIST JOIST WEB STIFFENER, (NOTE 1) S /H2.5 EACH JOIST NOTES: 1. SEE TYP JOIST FRAMING F/S314 FOR ADDITIONAL REQUIREMENTS. CODE IE�DF APPROVED AUG 10 2010 BUIL�p�f�; S METAL DECKING EDGE FASTENING///--- CONCRETE/METAL DECKING Hl lllrn�iw�.r_ .IL. ..r.. ..... AE. AM SHEARWALL--''" SCALE: 1-1/2" = 1' —O" // SHEARWALL SHEARWALL SCHEDULE CONN TYPE I] SHEATHING EDGE FASTENERS CONCRETE WALL S313 JOIST JOIST WEB STIFF (NOTE 1) NOTES: 1. SEE TYP JOIST FRAMING F/S314 FOR ADDITIONAL REQUIREMENTS. CONT 1000T150 -54 RIM TRACK (2) ROWS HILTI X -U C� 18" OC (1r" MIN EMBED) (2) ROWS (4) #10 SDS 0 STRAP METAL DECKING EDGE FASTENERS CONCRETE /METAL DECKING PA18 STRAP 0 48" OC DOUBLE JOIST x STRAP LENGTH t t= MATCH JOIST THICKNESS JOIST, BEAR ON CONCRETE LEDGE 6005137 -33 WEB STIFF, FASTEN TO JOIST PER F/S314 1- 800 -424 -5555 D w 0 LL w co ce O 00 0 ce U) z O 0 0 LL 0 1 rt w —J 1 LL 0 -05 Ct 0 LL 0 11.1 '-' t` ;‘,,,,v. S• L wAS p �" °'`. ' �� DESIGNED M. LEONARD �"� - BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT SCALE FACILITY E`' V� EG CWA Consultants, PS PROTECT NUMBER: C00405C09 ' Engineering, 1424 Fourth Seattle, 206.264.2727 206.264.4835 7 • ~ " - '`m �'• , • N pilc Ave, Suite 815 Washington 98101 s T. OR 292 619 S. HESS C 1/08/10 — — MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION Department of Natural Resources and Parks Solid Waste Division B 12/23/09 -- RESPONSE TO CITY OF TUKWILA CORRECTION LETTER # 1 44 ��ft�NAL'��� 1,.. i �3- t 0 VERIFY SCALE SCALE I�O�,SE � i]RnyNNG NUMBER: BAR IS ONE INCH ON ANSI D DRAWING A 7/31/09 -- — ISSUED FOR CITY OF TUKWILA PERMITS Date: DETAILS 0 �� 1" REV DATE CHK'D APP'D REVISION DESCRIPTION 1- 800 -424 -5555 D w 0 LL w co ce O 00 0 ce U) z O 0 0 LL 0 1 rt w —J 1 LL 0 -05 Ct 0 LL 0 11.1 4�p E N 7 3 oQ ca N a cc e a17; HORIZONTAL BLOCKING, FASTEN ENDS PER 6/S315 STEEL STUD FRAMING TYPICAL WALL HORIZONTAL STRAPPING SCALE: NTS S315 HORIZONTAL STRAP (4) #12 SELF - DRILLING SCREWS SHEARWALL HOLDOWN SCHEDULE MARK TYPE FASTENERS TO FRAMING MINIMUM FRAMING THICKNESS BASE ANCHORAGE BACK -TO -BACK METAL STUDS HEADED ANCHOR BOLT, UNO 0 S /HDU4 (6) #14 SDS 43 MIL 5/8 "0, MATCH DEPTH ON 3/S308 0 S /HDU9 (18) #14 SDS 43 MIL 7/8 "0, MATCH DEPTH $ 1; 0 S /HDL14 (6) #14 SDS 43 MIL 5/8'0, THREADED ROD, SEE 2/S319 NOTE: 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 SOS (TRW BLOCKING WEB DEPTH 1/2" MAX T&B) S312, S315 JOIST OR STUD TYP LT GA BLKVG END CONNECTION BLOCKING STUD OR TRACK BLOCKING, (MATCH STUD /JOIST DEPTH AND GAUGE, UNO) SCALE: NTS PROVIDE STUD WEB STIFFENER WITH (4) SCREWS EACH FACE UNDER BEAM /JOIST AND OTHER BEARING LOADS TOP TRACK HEADER SIZE PER SCHEDULE BEARING STUD CRIPPLE STUD HEAD TRACK TYPICAL LOAD- BEARING HEADER DETAIL SCALE: NTS CONNECTION TO STRUCTURE ABOVE PER SHEARWALL SCHEDULE HEADER, PER 2/5315 1=I DOUBLE HEAD TRACK (SINGLE HEAD TRACK FOR OPENING <4' -0" WIDE) WINDOW, (DOOR SIM) in-1 DOUBLE SILL TRACK, 9' -0" MAX OPENING WIDTH (SINGLE TRACK FOR OPENING «4'. -O» 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 STUD WITH t) 8 SCREW EACH SIDE, ENSURE T STUD BEARS ON BOTTOM TRACK PRIOR TO WSTALLWG SCREWS S314, S315 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 MAX SPAN HEADER SIZE 4' -O" 600S162 -54 UNO ON 8' -O" 8005162 -54 PLAN + + + + + + + + ++ + + + + + + + ++ + + + + + + + + ++ + + + + + + + ++ (2) ROWS OF (10) #12 SCREWS @ 3/4" OC EACH SIDE OF SPLICE, TYP PLAN TOP TRACK ir-11 TYPICAL TOP TRACK SPLICE DETAIL SCALE: NTS SPLICE AS REQUIRED PER 3/S315 SECTION S315 TOP TRACK 1 INSERT SAME SIZE AS STUDS TO MATCH TRACK GAUGE TYP STUD PER PLAN •. • TYPICAL STRUCTURAL WALL FRAMING DETAIL SCALE: NTS • 1 BEARING STUD -* NUMBER OF FULL HEIGHT JAMB STUDS AT OPENINGS AS INDICATED ON FLOOR PLAN, USE (2) MIN IF NOT INDICATED OTHERWIS • 1. 1 w z ■41 1 1 1 PROVIDE SOLID BLOCKING (PER 1 /S315) BETWEEN STUDS AT WALL ENDS, 0 1O' -0" oC BETWEEN, AND ADJACENT TO OPENINGS. CONNECT TO STRUCTURE BELOW PER SHEARWALL SCHEDULE • • • • • • • • •1 • r_ . I• • --- • 5316 HOLDOWN PER PLANS/ HOLDOWN SCHEDULE (NOTE #4) 2" x 43 MIL CONT STRAP REQUIRED BOTH WALL FACES AT PANEL EDGES AND IN ROWS NOT EXCEEDING 4' -O" OC. FASTEN TO EACH STUD WITH #8 SCREW 11 DISTRIBUTE EQUALLY AT BACK -TO -BACK STUDS SHEATHING, TYP #8 SDS 0 12" OC OR WELD PER 1/S314 HOLDOWN WHERE REQUIRED ON PLAN TYP CORNER FRAMING SCALE: NTS CONT TOP TRACK. FASTEN TO EACH STUD WITH 1) i48 SCREW EACH SIDE, ENSURE THAT CK 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 0 CORNERS HOLDOWN PER PLANS / HOLDOWN SCHEDULE (NOTE #4) 0 9%- koi-{ 5315 BACK -TO -BACK STUDS, TYP AT HOLDOWNS NOTE: 1. SHEATHING FASTENERS SHOWN THIS DETAIL SHALL MATCH SHEARWALL EDGE FASTENER SPACING 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. By Date: CODE DINED FO APPROVED E AUG 10 tom City of BUILDING; DIVISION • Of BUILDING DIVISION REVIEWED CVVA Con5uitants, PS DESIGNED o M. LEONARD S. HESS c 1/08/10 MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" B 12/23/09 RESPONSE TO CITY OF TUKWILA CORRECTION LETTER #1 A 7/31 /09 ISSUED FOR CITY OF TUKWILA PERMITS REV DATE CHK'D APP.!) REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division MLA Imriamml=== Engineering, pIIC 1424 Fourth Ave, Suite 815 Seattle, Washington 98101 206.264.2727 206.264.4835 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT SCALE FACILITY SCALE HOUSE DETAILS PROJECT NUMBER: C00405C09 Siff. OF 293 619 DRAWING NUMBER: S315 1- 800 -424 -5555 (.9 C3 O W 0 LL uJ CO CO 0 00 1 0 0 C/) 0 c:e C„ O LL 0 z 1 LLI LE. O u. Ica UJ Q.) Cff E 6 rA DCW, T &B) 7/8" CONTINUITY T &B N 1/2" (NOTE 1) DCW 5 16 ► REMOVE BACKER, BACK GOUGE FOR FILLET, TYP T&B <DCW 0 0 0 T &B >3/16 TYP AT CUNT > 3/8 ti TOS BEAM PER PLAN 3/8 R - SHEAR TAB GEOMETRY AND BOLTS PER 3/S244. PREPARE RAYING SURFACE AS SLIP - CRITICAL, CLASS A COLUMN / PER PLAN MOMENT FRAME CONNECTION DETAIL SCALE: NTS CONCRETE WALL ---� 5/16 V -r BEAM COPE PER 5/S215 /8\ NOTES: 1. CONTINUOUS COLUMN AT SIMILAR 2. SEE 2/S316 FOR MOMENT FRAME NOTES. CONCRETE PILASTER BASEPLATE 3/4"x 9"x 0 -11" (4) 3/4 "0 THREADED ANCHOR RODS FACE OF CONCRETE 1/2" 1 '11r COLUMN COLUMN SCALE: 1 --1/2" = 1'--0" 5311 BEAM SIZE 0 b c R W10x26 _ 4" 8" 1--1 /4" 7" W10x45 6" 8-1/2" 2" 5-1/2" COLUMN PER PLAN PROTECTED ONE CONTINUITY PLATES PER t COPE BEAM FLANGES TOP 1/S316 AND 6/S316 AND BOTTOM (NOTE 2) MOMENT FRAME NOTES:. 1 SEE C/S219 NOTES FOR PROTECTED ZONES REQUIREMENTS. 2. REDUCED BEAM SECTION FLANGE CUTS SHALL CONFORM TO THE REQUIREMENTS OF AISC 358, SECTION 5.7, INCLUDING A RESULTING MAXIMUM SURFACE ROUGHNESS OF 500 MICROINCHES IN ACCORDANCE WITH ANSI B46.1. 3. MOMENT FRAME WELDS SHALL CONFORM TO THE REQUIREMENTS OF 4/S215 AND TO CHAPTER 3 OF AISC 358. MOMENT FRAME CONNECTION DETAIL SCALE: NTS k +1 STOP FILLET WEL SHORT EACH SID BEAM RADIUS = 1/2" COLUMN MOMENT FRAME CONTINUITY PLATE PLAN D ETAI L 6 SCALE: 1-1/2" = 1' -0" CONT it PER 1/S316 EDGE OF COLUMN FLANGE BEYOND COLUMN PER PLAN MOMENT FRAME CONNECTION DETAIL SCALE: NTS CP // L2x1i DETAIL BEAM SIZE t W10x26 1/4" W10x45 5/8" HSS 10 PLAN VIEW SCALE: NTS TOS COLUMN WEB DOUBLER PLATE THICKNESS, t // TRIM VERT LEG (1) AT CONN TYP /4,MIN TYP W10x26 TOS EL 288.46' W10x45 1 MF -1 ELEVATION STRUCTURAL WALL FRAMING PER 5/S315, TYP (NOT SHOWN SCALE: NTS STIFFENER ft 3/8, NS & FS 3/16 REVIEWED FOR CODE COMPLIANCE APPROVED AUti 10 2010 City of Tukwila BUILDING DIVISION DETAIL // NOTES: 1. SEE 2/S316 FOR MOMENT FRAME NOTES y-- 1)2" CLRI MAX DESIGNED M. LEONARD RAWN S. HESS C I /08/10 VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING I1.01.100 0 1" 8 12/23/09 A 7/31/09 MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LEITER #1 DATE CHK'D REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division MLA Engineering, pIIC 1424 Fourth Ave, Suite 815 Seattle, Washington 98101 206.264.2727 206.264.4835 // COLUMN T &B 3/16V EACH ANGLE j—HSS HEADER / SILL 3/161 L 3x3x3/8x0' -5 ", T &B NOTES: 1. WELDS THIS DETAIL NOT REQUIRED TO MEET MOMENT FRAME REQUIREMENTS OF NOTE 3, DETAIL 2/S316. bo9 ii By: Date: REVIEWED CWA Consultants, PS SCALE: NTS BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT SCALE FACILITY SCALE HOUSE DETAILS PROJECT NUMBER: 1- 800 -424 -5555 C00405C09 SHT. OF: 294 619 DRAWING NUMBER: S316 GPI 0 L11 0 w CO 0 co 0 0 0 0) z 0 0 0 LL 0 1 0) c w CL I-- LJ_ O ce L.I._ (i) CLOSURE R 1/4 1/2"0 x 2'--6" DBA l/ f HSS COLUMN 1 NON— SHRINK GROUT -, • 1/2" DBA OTOFL HSS BEAM 2" MIN BEARING (2) 5/8 1 x 4" WHS 4" GAGE (CENTER ABOUT BEAM) METAL DECK EDGE FASTENERS FOUNDATION WALL SHEATHING EDGE FASTENERS 800S162 -97 JOIST METAL DECKING (4) #12 SDS TO EACH BLOCKING METAL DECKING PER PLAN JOISTS 1- 800 - 424 -5555 ELEVATION CONT FB 1/4 BENT TO MATCH ROOF SLOPE (NOTE 1) RIM BLOCKING TRACK BETWEEN JOISTS (BEND TOP FLANGE TO ROOF SLOPE) FOUNDATION WALL (REINF NOT SHOWN) EMBEDDED L3x3x1/2 AT BEAM DBA (NOT REQUIRED IF NO WALL PARALLEL TO BEAM) FOUNDATION WALL 3/4" BASE PLATE WITH (4) 3/4 "0 ADHESIVE ANCHORS HSS COLUMN FACE OF CONCRETE SHEATHING EDGE FASTENERS SHEARWALL CONN TYPE f MOMENT FRAME BEAM BEARING WEB STIFFENER PER F/S314 STRUCTURAL WALL FOR CALLOUTS IN COMMON REFER TO A/S314 HSS BEAM AT WALL ENDS, EXTEND ANGLE TO END OF LEDGE DOUBLE HEAD TRACK PER 5/S315 PLAN VIEW NOTES: 1. CENTER HSS BEAM ON PARALLEL FOUNDATION WALL AT SIM. PLAN VIEW NOTES: 1. DO NOT WELD BENT FB TO BEAM FLANGE AT PROTECTED ZONE (SEE 2/5316). FIELD WELD END TO COLUMN INSTEAD. DETAIL DETAIL SECTION SCALE: 1 -1/2"=1' —0" JOISTS CONT L2x 1 -1 /2x 1/4 (LLH) TYP AT CANOPY GRATING PERIMETER REFERENCE C141 FOR GUARDRAIL AND ATTACHMENT SOLID BLOCKING PER DETAIL 6/S315 AT FLOOR EDGES, X10' -0" OC BETWEEN, AND ADJACENT TO OPENINGS STRUCTURAL WALL 1 13" GRATING SHEARWALL SCHEDULE CONN TYPE © (NOTE 1) METAL DECKING EDGE FASTENERS (NOTE 1) RIM TRACK (4) #12 SDS TO EACH BLOCKING a IHSS 10 STIFF it 3/8 NS AND FS OF HSS1O avow VAD!f i HSS 10 HSS 10 X HTS30 STRAP WITH (6) � 10 SDS EACH END TO SS10 AND WALL TOP TRACK (FS) AND (2) X10 SDS TO COLUMN (FS) STRUCTURAL WALL TOP TRACK BLOCKING PER 6/S315 IN FIRST JOIST SPACE AUGNED WITH EACH WALL STUD ADDITIONAL BLACKING 1 IN 2nd JOIST SPACE 0 48" OC TIES 0 8" OC (2 @ TOP) �.--- 12" CONCRETE WALL 4 1/2" OC STRUCTURAL WALL HSS HEADER HSS 4x4 NOTES: 1. DO NOT INSTALL FASTENERS TO BEAM FLANGES AT PROTECTED ZONES, REFER TO 2/S316. 2. PLATFORM DIAGONAL BRACING NOT SHOWN. 3. FLOOR JOISTS NOT SHOWN. WALL STUD FASTENED PER 2/5314, TYP FOR CALLOUTS IN COMMON REFER TO B/S314 REVIEWED CWA Consultants, PS JOIST BRIDGING S31 2 SCALE: NTS DESIGNED M. LEONARD RAWN S. HESS 1/08/10 VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 111 12/23/09 7/31/09 DATE MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTER #1 ISSUED FOR CITY OF TUKWILA PERMITS REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division MLA Engineering, pIIc 1424 Fourth Ave, Suite 815 Seattle, Washington 98101 206.2642727 206.264.4835 BOW LAKE RECYCUNG AND TRANSFER STATION SITE FACIUTIES CONTRACT SCALE FACILITY SCALE HOUSE DETAILS PROJECT NUMBER: C00405C09 . ©r: 295 619 DRAWING NUMBER: O L.L.. co ce O z co -J 0 z 0 U CO z 0 0 0 LL I-- 0 1 CO rt LU 0 u_ Z."-5 Er 0 LL C LU co DETAIL SCALE: 3/4 " =1'- -0 • 1 0 NOTES: 1. PLATFORM DIMENSIONS PER GENERAL ARRANGEMENT DRAWINGS. PLATFORM PLAN SCALE: 3/4 " =1' —O" CLOSURE It 1/4 EACH END OF HSS, TYP GRATING SPAN DIRECTION COLUMNS PER FOUNDATION PLAN TYPE 2 GUARDRAIL L4x4, END CONNECTION PER 3/S318 it TYP C8 L4x4, (SKEWED) PLAN VIEW CLOSURE it 1/4 TYP EACH COLUMN L4x4, NOTCH VERT LEG AT COLUMN GRATING NOT SHOWN GRATING --\ C8 COLUMN TO\ I BEAMS, T &B/ 1/4 V ---- -- SECTION DETAIL SCALE: 1--1 /2"= 1'--0" HSS 8x2 1/4 V HSS 4x4 L4x4 (SKEWED), PARTIALLY SHOWN // GUARDRAIL POST (WHERE GUARDRAIL SHOWN ON PLANS / ELEVATIONS) CONCRETE WALL VARIES (NOTE 1) GRATING SPAN DIRECTION 1 C8 X CO C8 CO WALK PLATFORM PLAN 0 PLAN VIEW 3 SCALE: 3/4 " =1' -O" GUARDRAIL (WHERE SHOWN ON PLANS / ELEVATIONS) GUARDRAIL POST BASE NOT SHOWN FOR CLARITY CP S301 S302 o NOTES: 1. SEE GA DRAWINGS FOR PLATFORM ORIENTATION AND DIMENSIONS. VARIES (NOTE 1) 3/16 1' OPP TYP 11" GRATING C8x11.5 -- - -- - STIFFENER 1., 1/4 FS CONCRETE WALL (REINF NOT SHOWN)-----'."" L33x3ix3/8x0' -3" WITH 1/2 "o EXP ANCHOR (4" EMBED), TYP BANDED GRATING TYP AT OPENINGS MECH DUCT 12 C8x11.5 NOTES: 1. PLATFORM DIMENSIONS PER GA DRAWINGS. GRATING SPAN DIRECTION m% Irr �� x...., . f.Y. 111! , J.I1I11 l l llli' 11l ; Iii 1l11►�11`ex c l \I�R Il11Ih I ilIlIL C8X 11.5 C8x11.5 -11" WALK PLATFORM PLAN C8x11.5 CONCRETE WALL PLAN VIEW SCALE: 3/4 " =1' -0" It SIM GRATING SPAN DIRECTION FOR CALLOUTS IN COMMON, REFER TO 3/S318 OPP 1 CONCRETE WALL C8x1 .5 C8x11.5 12 REVIEWED FOR CODE COMPLIANCE APPROVED Alb 102010 City of Tukwila BUILDING DIVISION SCALE: 1"=1`.--0" /' STIFFENER PLATE / WALK PLAN VIEW PLATFORM PLAN C8x11.5 f NOTE 1 C8x11.5 SCALE: 3/4 " =1' -0" 1/2 "9/ EXP ANCHOR CO MAX 2' -6" OC AND 4" MAX FROM ENDS CONCRETE WALL (REINF NOT SHOWN) b63- I (.0 DETAIL I- C? 0 / NOTES: 1. PLATFORM DIMENSIONS PER GA DRAWINGS. FOR CALLOUTS IN COMMON, REFER TO 3/S318 lIIHill II SCALE: 1 -1 2"=1`-0" PERP FRAMING, WHERE SHOWN ON PLAN CONN PER 1/S244 CONT C8 REVIEWED CWA Consultants, PS By: Date: 1- 800 - 424 -5555 0 LLB 0 LL rn C co J J 0 0 E- C) ce z 0 0 0 0 1 co LIJ Q LL C 0 LL. G LU 0) CO S. �LEONARa 20751 a' c`� DESIGNED � '� a rtme nt of Natural ! , �^►a and ��++ and Parks Waste Division Engineering, 1424 Fourth Seattle 208.264.2727 206164.4835 LAKE RECYCLING AND TRANSFER STATION :::CO9 PFttkIECTBOW _ .� w De Resources SoIid pllc Ave, Suite 815 Washington 98101 SCALE FACILITY 296 619 S. HESS C 1 /08/10 -- - MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION 12/23/09 . - - RESPONSE TO CITY OF TUKWILA CORRECTION LETTER 1 `'�,' 'W�` -' 17 i'o .�� VERIFY SCALE B SCALE FIQUSE DETAILS DRAWING NUMBER: S 318 BAR IS ONE INCH ON A 7/31/09 -- - ISSUED FOR CITY OF TUKWILA PERMITS ANSI "D" DRAWING 0 1" REV DATE CHK'D APP'D REVISION DESCRIPTION 1- 800 - 424 -5555 0 LLB 0 LL rn C co J J 0 0 E- C) ce z 0 0 0 0 1 co LIJ Q LL C 0 LL. G LU 0) CO -c; 0i C§ J c, tE d f CIS ma N a 0 3r, eis C 0 -- METAL DECK METAL DECK TO BLOCKING: #12 SDS 0 3" OC FRAMING AT 3' -0" MIN OPENING CS 18 STRAP WITH #10 SDS 0 3" AVERAGE SPACING 3' -0" MIN HOLDOWN PER 7/S315, T&B JOISTS BLOCKING, TYP (OR PERP JOISTS, WHERE OCCURS) - HSS10x4 3/16V 3 /8x2 "x0' -8", NS & FS // /./ HSS4x4 SECTION 3J16 <NS & FS HOLDOWN DETAIL SCALE: 1 —1 /2 " =1' —O" RIM TRACK STRAP LIGHT GA FRAMING TIGHT TO COL /CONT PLATES JOIST HOLDOWN STUDS WALL TRACKS CONTINUOUS AT HOLDOWNS (PARTIALLY SHOWN FOR CLARITY) RIM TRACK STIFFENED JOISTS/ BLOCKING PER TYPICAL FLOOR DETAILS SW SCHED CONN TYPE[1] CONT PLATES, MATCH COLUMN WIDTH THIS SIDE ONLY (NOTE 1) W10 COLUMN (NOTE 1) WALL TRACK (BELOW) BETA PROTECTED ZONE (NOTE 1) W10 BEAM (NOTE 1) SW SCHED CONN TYPED] VERT TRACK, NS & FS OF COLUMN, NOTCH FLANGES AT CONT PLATE TYPG 3/16V BENT FB PER C/5317, DO NOT FASTEN TO BEAM FLANGE AT PROTECTED ZONE NOTES: 1. SEE DETAILS 1, 2, 3/S316 FOR MOMENT FRAME CONNECTION REQUIREMENTS. 2. METAL DECKING NOT SHOWN #10 SDS 0 12" OC, TYP T &B HEADER JOIST: MATCH TRIMMER JOIST CONSTRUCTION PENING S /HJCT, NS & FS EACH END JOIST S /HJCT TYP FLOOR/ROOF JOIST HEADER DETAIL TRIMMER JOIST: TYPICAL JOIST NESTED INSIDE OF A TRACK FULL— LENGTH. TRACK TO MATCH JOIST DIMENSIONS, MIN ADD'L JOISTS AS REQD ON PLAN, FASTEN TOGETHER PER 1/S314 NESTED TRACK / JOIST CONSIDERED AS (2) JOISTS 1/4" GALV STEEL EDGE FORM /CLOSURE PLATE, TYP LIME Mt HSS 10 STIFF r 3/8 NS & FS OF HSS10 WALL AND CANOPY FRAMING PER D/S317 EXTEND CONCRETE/ METAL DECKING AT DOOR • •4 C10 // SINGLE 3/8" R snff FOR CENTERED C10 CONN PER A/S313 SECTION @ MIDSPAN SCALE: 1- 1/2 " =1'-0" 10005162 -97 JOIST STRUTS BLOCKING CONN PER B/5313 1. OPENINGS 4" OR LESS IN LENGTH & WIDTH: NO STRENGTHENING IS REQUIRED PROVIDED THAT OPENINGS ARE NOT CLOSER THAN 12" OC. 2. OPENINGS GREATER THAN 4" IN EITHER DIMENSION f AND WIDTH LESS THAN 24" W < 24 ") USE DETAIL BELOW. 3. OPENINGS OVER 24" IN WIDTH (W> 24 "): USE DETAIL BELOW EXCEPT FRAME PER JOIST HEADER DETAIL 3/S319. STEEL EDGE FORM / CLOSURE ft PER DECK MFR, TYP ALL EDGES DECK ORIENTATION VARIES TYP. SECTION 6005150 -43 REQUIRED AT ACCESS STAIR AND FLOOR HATCH. REQUIRED AT OTHER OPENINGS IF a1 > 8" rel a z <2' -0" (FOR W < 24 ") 6005150 -43, LOCATE BENEATH DECK LOW f a1 W a2 FLUTE NEAREST OPNG NOTE 3 JOISTS EDGE OF METAL DECK AT OPENING DECK SPAN DIRECTION OPEN CODESEWED FOR COMPLIANCE APPROVED AUG 1 0 2010 city of Tuk BUILDING DIVIRInni NOTES: 1. HEADER FRAMING PER 3/S319 IF W >24" 2. SIMPSON L50 HANGER, TYP AT ENDS OF 600S150 -43 MEMBERS. 3. 0" AT ACCESS STAIR AND FLOOR HATCH, SEE DETAILS 8. 11 & 13/A371. 600S150 -43 REQUIRED AT ACCESS STAIR AND FLOOR HATCH. REQUIRED AT OTHER OPENINGS IF o2> 8" b 0 q DESIGNED M. LEONARD RAWN S. HESS VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 01.111=111111" c 1/08/10 B 12/23/09 A 7/31/09 REV DATE MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LEI I ER li 1 ISSUED FOR CITY OF TUKWILA PERMITS CHIC O APP'D REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division ALA Engineering, pI Ic 1424 Fourth Ave, Suite 815 Seattle, Washington 98101 206.264.2727 206.264.4835 REVIEWED CL `A Consultants, PS By: Date r 1 BOW LAKE RECYCUNG AND TRANSFER STATION SITE FACIUTIES CONTRACT SCALE FACILITY SCALE HOUSE' DETAILS PROJECT NUMBER: C00405C09 SHT. OF: 297 619 DRAWING NUMBER: S319 1- 800 - 424 -5555 CALL 48 HOURS BEFORE YOU DIG O 0 z 0 0 O LL 0 rr 1 C J w CL —"§" L.J 0 LL a w C!? 9:59am — P: \0239.2 — RWBECK BOW LAKE TS PHASE II \PH2_F. CD PHASES \A_CS301 _FP.dwg 0 N aT SCALE -OUSE ROCA OCCLPA \CY SUVNARY 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 F,. \CTIO\ OF SPACE (PER IBC TABLE 1004.1.1) OCCUPANCY TYPE BUSINESS AREAS ACCESSORY STORE /MECH RECYCLI \G BUILDI \G ROOM OCCUPA \CY SUMNARY 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 \ CTI O\ OF SPACE (PER IBC TABLE 1004.1.1) OCCUPANCY TYPE BUSINESS AREAS INDUSTRIAL AREAS 1HR ASSEMBLY 2HR ASSEMBLY PANIC HARDWARE PER IBC 1008.1.9 jiiiillllll ■�i1 ....._I ii 111111111111111111111 iu IlllllllllIIIIIIIIIII i L LI111111 11111111111 WARMING ROOM 602 ) 11 P EN FLOOR PLAN SCALEHOUSE SCALE FACILITY SCALE: 1 /4" = 1 ' -0" 62' DING DIAGONAL RECYCLING AREA 601 ) NM MI Ell Ili MI MI IM 511 1. I. I 1 1 (STORAGE III BUILDING GROSS AREA OUTLINE (CITY OF TUKWILA) GROSS FLOOR AREA OUTLINE (IBC -1002) EGRESS PATHWAY NI M M - MI MN FLOOR PLAN IN MI RECYCLE BUILDING CODE SUMMARY SCALE: 1/4" = 1' -0" INI MI I bO9 ftL( /—REVIEWED � CODE APPRpE AUG 1 0 2010 City Tukwila BUILDING DIVISION BUILDING DIVISION 1 /4 " =1 ' -0" 2 0 2 RECEIVED JUN 14 2010 PERMIT CENTER 4 6 8 NM MI MIll NM Scale 10 Feet 6079 RTE ARCHITECT EGISRED firu2k1A-TIA5. DOUGLAS L. BRINLEY STATE OF WASHINGTON DESIGNED R. ABE DRAWN S. FISCHER D 6/10/10 CC DB FINAL ISSUED FOR CITY OF TUKWILA PERMITS C 1/8/10 cc DB MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" B 1/8/10 cc DB RESPONSE TO CITY OF TUKWILA CORRECTION LEI IERS A 7/31/09 CC DB ISSUED FOR CITY OF TUKWILA PERMITS REV DATE CHK'D APP'D REVISION DESCRIPTION La King County Department of Natural Resources and Parks Solid Waste Division ICPC4 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 SCALE FACILITY 13c RECYCLE BUILDING CODE SUMMARY FLOOR PLANS PROJECT NUMBER: C00405009 SHT. OF: 5 5 DRAWING NUMBER: CS301 CD cn w U N _ 0 w Cn w 0 CO w E 0 N 0 0 0 N CST 0 D ARC T CT�RAL G- \ ERAL \0T IS 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. FEATURES NOT FULLY SHOWN ON PLANS OR DETAILS ARE TO BE PROVIDED AS INDICATED FOR SIMILAR CONDITIONS. 3. 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, LIC. 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 \GTO\ STAT - RGY 'OD 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. ISO BUILDING ELECTRIC RESISTANCE HEATING 2. SCALE HOUSE ELECTRIC RESISTANCE HEATING 3. RECYCLE BUILDING ELECTRIC RESISTANCE HEATING FLA v SPREAD A \D SV 0 KE -v -LOP ID RAT GS 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. ARC TECT RAL S"V BOL LEG D DXXX XX DOOR NUMBER GLAZING SYSTEM/ WINDOW NUMBER OPENING NUMBER (SEE NOTES ON A016) FLOOR RECESS NUMBER 6079 REGISTERED ARC IT+ DOUGLAS L. BRINLEY STATE OF WASHINGTON DESIGNED ELEVATION DIRECTION SHEET NUMBER WHERE SHOWN PLAN /DETAIL SHEET NUMBER WHERE SHOWN DIRECTION BUILDING /PARTIAL SECTION DETAIL /WALL SECTION SHEET NUMBER WHERE SHOWN WALL TYPE FEXXX�— FIRE EXTINGUISHER, INDICATOR PLAN CALLOUT FIRE EXTINGUISHER, WALL MOUNTED, CASEWORK DETAIL FEXXX ELEVATION NUMBER SHEET NUMBER WHERE SHOWN X ROOM NAME XXX } ROOM NUMBER xxf- 11 1A ACCESSORY ITEM SCALE PLAZA ITEM FURNITURE ITEM FEXXX FIRE EXTINGUISHER, SEMI RECESSED, ELEVATION 1-- BIRD DETERRENT • STANCHIONS SEISMIC JOINT LOCATIONS COD NOT =S JURISDICTION APPLICABLE CODE CODE EDITION CODE AMENDMENTS CITY OF TUKWILA, KING COUNTY, WASHINGTON INTERNATIONAL BUILDING CODE (IBC) 2006 WASHINGTON STATE, INCLUDING NONRESIDENTIAL ENERGY CODE TRA \SEER /TSO BUILDING BUILDING TYPE II —B FIRE SPRINKLERS PROVIDED BUILDING HEIGHT A. ALLOWABLE: B. PROPOSED: BUILDING AREA A. ALLOWABLE: B. PROPOSED: 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 BUILDING AREA AND EGRESS SUMMARY v — `� —" _ _ BUILDING GROSS AREA ( TUKWILA) F1 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 NOTE: B OCCUPANCIES ARE ACCESSORY TO THE F -1 TRANSFER NO OCCUPANCY SEPARATION REQUIRED PER IBC TABLE 508.3.3. SCALE HOSE STATION USE PER IBC 508.3.1. BUILDING TYPE FIRE SPRINKLERS FIRE ALARM BUILDING HEIGHT A. ALLOWABLE: B. PROPOSED: BUILDING AREA A. ALLOWABLE: B. PROPOSED: 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 BUILDING AREA AND EGRESS SUMMARY BUILDING GROSS AREA ( TUKWILA) F1 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 — --1 758 SF 0 SF 659 SF 659 SF 6 2 3 N/A N/A 64" 96" V1 RECYCLI \G B „IL3IN G BU DI ► G PE IRE SPRINKLERS FIRE ALARM BUILDING HEIGHT A. ALLOWABLE: B. PROPOSED: BUILDING AREA A. ALLOWABLE: B. PROPOSED: V NONE NONE 2 STORIES / 40 FT PER IBC TABLE 503 1 STORY / 15 FT 9,000 SF PER IBC TABLE 503 819 SF SEE REVIEWED FOR APPLIANCE FOVEA AUG1.02010 ityof Tukwila BUILDING AREA AND EGRESS SUMMARY BUILDING GROSS AREA ( TUKWILA) F1 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) \OTES: 1. REFER TO CS101— CS104, FOR OCCUPANT LOAD CALCULATIONS. 2. REFER TO CS301 FOR OCCUPANT LOAD CALCULATIONS. 3. OPEN STRUCTURE. bay- «y RECEIVED JUN 14 2010 PERMIT CENTER C. CONWAY DRAWN J. PALMER D 6/10/10 CC DB FINAL ISSUED FOR CITY OF TUKWILA PERMITS c 1/8/10 CC DB MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION VERIFY SCALE BAR IS ONE INCH ON ANSI "D” DRAWING 0 1" B 1/8/10 cc DB RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS A 7/31/09 CC DB ISSUED FOR CITY OF TUKWILA PERMITS REV DATE CHK'D APP'D REVISION DESCRIPTION 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 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT ARCHITECTURAL GENERAL ARCHITECTURAL GENERAL NOTES CODE NOTES & LEGEND PROJECT NUMBER: C00405009 SHT. 318 OF: 619 DRAWING NUMBER: A011 LL RWBECK BOW LAKE TS PHASE II \PH2_F. CD PHASES \A_A012_SCHD_WL.dwg OrT CD c 0 DOUGLAS L. BRINLEY STATE OF WASHINGTON DESIGNED C. CONWAY DRAWN S. FISCHER D 6/10/10 CC DB FINAL ISSUED FOR CITY OF TUKWILA PERMITS C 1/8/10 CC VERIFY BAR IS ON ANSI "D" 0 SCALE E INCH ON DRAWING 1" B 1/8/10 CC DB DB MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS A 7/31/09 CC DB ISSUED FOR CITY OF TUKWILA PERMITS REV DATE CHK'D APP' D REVISION DESCRIPTION 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 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT ARCHITECTURAL GENERAL WALL TYPES SCHEDULE b09%. 1(04 PROJECT NUMBER: C00405009 SHT. 319 OF: 619 DRAWING NUMBER: A012 SSUED FOR CITY OF TUKWILA PERMITS w >>-- ,�, PLAN SYv1BOL [FINISHED THICKNESS] DESCR (REFER ALSO TO SPECIFICATION PTO\ SECTION 07 0550) w >- ,�, I I- PLA\ SYN [FINISHED THICKNESS] BOL DESCRIPTION (REFER ALSO TO SPECIFICATION SECTION 07 0550) l >- w C I - PLAN SYN [FINISHED THICKNESS] BOL DESCRIPTIO\ (REFER ALSO TO SPECIFICATION SECTION 07 0550) _6 2HR 61 �� INDICATES VAPOR VB BARRIER SIDE 2 LAYERS 5/8" GWB, TYPE PER CONDITIONED FINISH SCHEDULE t ` ' !I II II '_ ' 4 1 ' i 1 i I I OA 2HR - 1 j > ) ) ) ) 1 ) 1 ) EXTERIOR METAL SIDING PANELS, TYPE 1 .__ : __._.. .__ [VARIES] 4 °.° ° ° ° 4 °° a ° ° • CAST -IN -PLACE CONCRETE NOTE: REFER TO STRUCTURAL DRAWINGS FOR WALL THICKNESS AND REINFORCEMENT. INTERIOR v Q 5/8" GWB, TYPE 1 -1/2" 25 GAUGE HAT CHANNELS 4 20 GAUGE Z -GIRTS INSTALLED U, cn < INSTALLED HORIZONTALLY AT 24" OC -J HORIZONTALLY @ 48" OC 4" RIGID INSULATION, TYPE 1 �'����' VAPOR BARRIER, TYPE 1, APPLIED TO EXTERIOR FACE OF GWB II■■ IC■■ e ■II ■ ■• ■ ■_ ■ ■ ■IC ■. ■_ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■� ■ ■ ■ ■ ■_�; _ _ UNCONDITIONED INTERIOR CAST -IN -PLACE CONCRETE WALL TYPE ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■.■ ■ ■ ■ ■ ■.■. [14 -5/8 "] ANSI /UL DESIGN NUMBER U419 .aa� ....... ...:....� '.. 2 LAYERS 5/8" GWB, TYPE 4 ....,..,.,,.55...........x:.... ,. OR EXTERIOR 6005 (SEE SHEET S022) " 5 8" GWB, TYPE 2B / 11FA'WAVir � @ 24" OC EA FACE 1 BATT INSULATION, TYPE 1 A [10 -5/8 "] ANSI UL DESIGN / NUMBER U419 (STAGGERED STUDS SUBST. FOR RESILIENT CHANNEL) .. _�___: 4005125 -18 STUDS VAPOR BARRIER, TYPE 2, APPLIED TO EXTERIOR FACE OF GWB ° ° a • a a a a 4 25 - FURRING INSTALLED 5 GAUGE Z FU " VERTICALLY AT 48 OC 6" BATT INSULATION, TYPE 1B ■i- ■i ■ a ■i - ■i IIIIIIIIIIIIIIIIIIIIIIIIIIIII ee._ee__ee__n__ee__ee_.ee__e 2 LAYERS 5/8" GWB, TYPE PER FINISH SCHEDULE CONDITIONED 2 LAYERS 5/8" GWB, TYPE PER FINISH SCHEDULE 4" RIGID INSULATION, TYPE 1 INTERIOR TYPE 3 I�%■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■� ■ ■ ■� ■ ■��� !■■ I• •■■•■■■■••■•••■■••••••!•■•■.. .1, UNCONDITIONED �... .. .....................�.... ■..�: VAPOR BARRIER, 1/2" GWB, TYPE 2B OB 2HR - EXTERIOR METAL SIDING PANELS, TYPE 1 [ / »] CONC + 6 -5 8 m INTERIOR r Q CONDITIONED INTERIOR 5/8" GWB, TYPE 4 1-1/2" 25 GAUGE HAT CHANNELS INSTALLED HORIZONTALLY @ 24" OC 24C - / INDICATES VAPOR vB BARRIER SIDE ® B - 4" 20 GAUGE Z GIRTS INSTALLED HORIZONTALLY @ 48" OC 111-601 ■■�■■MmamI■.I L• _A �' 5/8" GWB, TYPE PER FINISH SCHEDULE UNCONDITIONED INTERIOR CAST CONCRETE RESERVED 5/8 GWB TYPE PER FINISH SCHEDULE 5/8" [14 -5/8 "] ANSI UL DESIGN NUMBER U419 � ~ 4 OR EXTERIOR -IN -PLACE WALL TYPE 2 LAYERS 5/8" GWB, TYPE 600S (SEE SHEET 5022) TYPE 4 „ 4" Z- FURRING @ 16 OC ° ° 4 I 1 I I I I..e. - ° 4" BATT INSULATION, TYPE 1B EXTERIOR 2 LAYERS 5/8" GWB, ° [GONG + 4-1/21 a° VAPOR BARRIER, TYPE 3 viva ! :mi'►_NE CONDITIONED INTERIOR � 20 - - B EXTERIOR � 11 G • � ► L � 'E �� ► „ 1/2" GWB, TYPE 2B 5/8" GWB, TYPE 4 4 - - 1-1/2" HAT CHANNELS INSTALLED HORIZONTALLY AT 24" OC BARRIER TYPE 1, APPLIED TO 4" 20 GAUGE Z -GIRTS INSTALLED HORIZONTALLY @ 48" OC CAST-IN-PLACE CONCRETE WALL TYPE a °_ - I ° 4 4 � r.__LL - _ •!■•II■ •II ■•II ••e■ •II•■II■! �• �.� 4" RIGID INSULATION, TYPE 1 Q 4°• VAPOR CONDITIONED EXTERIOR FACE OF GWB INTERIOR ___— __ ■ ■■■■■■'■ ■`■■;;;y ' ■ '■■• •'■■■■■ " " "' ■ ■■'■■■M " " "� -,.... " "" 2 LAYERS 5/8" GWB, TYPE 4 ■ ■__■ ■__■ ■__ ■ ■__■ ■i_ ■ ■__■ ■__■ ° a a , " [13 -3/8 "] e "" " " "' C!� LL J 1•••••••••••••••••••••••••••••••••••I W ` " " "'S ' " " "` " "' O 6005 (SEE SHEET 5022) [GONG + 4 ] WALL TYPES °, 5/8 GWB, TYPE 2B 4 RIGID INSULATION, TYPE 6 — — � 1" BATT INSULATION, TYPE 1A 10A - - STEEL GIRTS AS INDICATED ON ' APPLIED TO [6 -3/41 v Vi W , ►�i►!i!r if` 4005125 -18 STUDS @ 24" OC CONDITIONED VAPOR BARRIER, TYPE 2, EXTERIOR STRUCTURAL DRAWINGS INTERIOR EXTERIOR FACE OF GWB TRANSLUCENT GLAZING PANELS CAVITY � ■ :.•' ING WALL 4" BATT INSULATION, TYPE 1B MIIIIIMPW • 2HR 61 U U u [N /A] e — — METAL SIDING PANELS, TYPE AS UNCONDITIONED 5/8" GWB, TYPE 2B < < EXTERIOR INDICATED ON ELEVATIONS. AIR BARRIER APPLIED TO EXTERIOR OF INTERIOR INTERIOR 4" BATT INSULATION, TYPE 1B ALUMINUM BATTEN cn cn Q PLYWOOD SHEATHING PLYWOOD SHEATHING, TYPE 1 4005 (SEE SHEET 5022) 10B EXTERIOR TRANSLUCENT GLAZING PANELS _I ����� /�'I�„ „wa���I A■ 5/8” GWB, TYPE 2B ' 1�. WIT T IMA* . 6005 (SEE SHEET 5022) 7M�i „ 2" RIGID INSULATION, TYPE 3 " " " ALUMINUM BATTEN [10-1/4"i " 6 BATT INSULATION, TYPE 1 B 1 GWB, TYPE 5 CODE IEWED FOR COMP%E APPROVED [13 ] CONDITIONED VAPOR BARRIER, TYPE 3 ANSI /UL DESIGN NUMBER U415 SYSTEM B STEEL GIRTS AS INDICATED ON INTERIOR STRUCTURAL DRAWINGS 5/8" GWB, TYPE 2B 400CH (SEE SHEET S022) 8" 2 LAYERS 5 GWB, TYPE PER / 1" RIGID INSULATION, TYPE 1 INTERIOR CONDITIONED . - BUILQIN AUb 1 U 20111 �^�7 CI�j►Qf Tukwila ' DPI S1ON— — — UNCONDITIONED INTERIOR METAL SIDING PANELS, TYPE AS 5/8" GWB, PER FINISH SCHEDULE FINISH SCHEDULE VAPOR BARRIER, TYPE 1, APPLIED TO INTERIOR FACE OF GWB OR EXTERIOR INDICATED ON ELEVATIONS. 26A 26C — — EXTERIOR METAL SIDING PANELS, TYPE AS INDICATED ON ELEVATIONS AIR BARRIER APPLIED TO EXTERIOR OF INTERIOR AIMIIIMIIIIMIM [VARIES] 2HR 61 — — EXTERIOR STEEL GIRTS AS INDICATED ON METAL SIDING PANEL, TYPE 3 ANL ■ ■_ �. PLYWOOD SHEATHING PLYWOOD SHEATHING, TYPE 1 UNCONDITIONED INTERIOR STRUCTURAL DRAWINGS 5/8" GWB, TYPE 4 @ 24" OC it, emir �4r.gi �'il 3/4" PLYWOOD, TYPE 2 „ 26A [g -3/4 "] „ 26C [g -3/4 ] . 6005162 -43 12A 12B - - METAL SIDING PANELS, TYPE AS - . - � 6 BATT INSULATION, TYPE 1 B INDICATED ON ELEVATIONS. AIR BARRIER APPLIED TO EXTERIOR >-: 6 BATT INSULATION, TYPE 1B VAPOR BARRIER, TYPE 3 (26A) OR „ CONDITIONED INTERIOR 1 RIGID INSULATION, TYPE 3 (26C) cn Q - - - - 6005 (SEE SHEET 5022) EXTERIOR OFYWOO SHEATHING NEATHING, TYPE 1 12A ( ) m m im im i� i� m ���.�__�, 11111:,P:7 5/8” GWB, TYPE 2B 5/8 GWB, TYPE 4 [VARIES 17 -3/8" MIN]► ANSI /UL DESIGN NUMBER U415 SYSTEM B 26B - - — — METAL SIDING PANELS, TYPE AS _ �_ OR 5/8" GWB, TYPE 4 (12B) 2" RIGID INSULATION, TYPE 3 EXTERIOR ,� " 1 "I, 6005 (SE ) E SHEET 5022 INDICATED ON ELEVATIONS 1 GWB, TYPE 5 400CH (SEE SHEET 5022) 2 LAYERS 5/8" GWB, TYPE PER — — [VARIES] [ RECEIVED JUN 14 20 PERMIT CENTER GWB, TYPE 4 5/8" / [VARIES] 6005137 33 @ 24 OC EXTERIOR /COVERED _ FINISH SCHEDULE CONDITIONED INTERIOR VAPOR BARRIER, TYPE 1, APPLIED TO 5/8" GWB, TYPE 4 (12B) , 0 5/8" GWB, TYPE 4 CONDITIONED INTERIOR INTERIOR FACE OF GWB METAL SIDING PANELS, TYPE AS INDICATED ON ELEVATIONS. w w w w A A A A A A A /� /� /A. ."- -A.__. DOUGLAS L. BRINLEY STATE OF WASHINGTON DESIGNED C. CONWAY DRAWN S. FISCHER D 6/10/10 CC DB FINAL ISSUED FOR CITY OF TUKWILA PERMITS C 1/8/10 CC VERIFY BAR IS ON ANSI "D" 0 SCALE E INCH ON DRAWING 1" B 1/8/10 CC DB DB MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS A 7/31/09 CC DB ISSUED FOR CITY OF TUKWILA PERMITS REV DATE CHK'D APP' D REVISION DESCRIPTION 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 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT ARCHITECTURAL GENERAL WALL TYPES SCHEDULE b09%. 1(04 PROJECT NUMBER: C00405009 SHT. 319 OF: 619 DRAWING NUMBER: A012 SSUED FOR CITY OF TUKWILA PERMITS P: \0239.2 — RWBECK BOW LAKE TS PHASE II \PH2_F. CD P HASES \A_A013_SCHD_FLR_RO0F.dwg 0 N 6079 REGISTERED ARCHITECT DOUGLAS L. BRINLEY STATE OF WASHINGTON DESIGNED C. CONWAY DRAWN J. PALMER D 6/10/10 CC DB FINAL ISSUED FOR CITY OF TUKWILA PERMITS C 1/8/10 cc DB MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" B 1/8/10 cc DB RESPONSE TO CITY OF TUKWILA CORRECTION LEIIERS A 7/31/09 CC DB ISSUED FOR CITY OF TUKWILA PERMITS REV DATE CHK'D APP'D REVISION DESCRIPTION LAI 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 SITE FACILITIES CONTRACT ARCHITECTURAL GENERAL WALL, FLOOR & ROOF TYPES SCHEDULE 09-- 1 & T C00405C09 SHT. 320 OF: 619 DRAWING NUMBER: A013 0 U 0 LL 0 w J Z Li c~ SECT. SYMBOL [FINISHED THICKNESS] DESCRIPTION LLJ �, V) SECT. SYMBOL [FINISHED THICKNESS] DESCRIPTIO\ I� PLAN SYMBOL [FINISHED THICKNESS] (REFER ALSO TO DESCRIPTIO\ SPECIFICATION SECTION 07 0550) 50 _ _ T 40A - - CONDITIONED FLOORING (AS SCHEDULED) 5/8" GWB, TYPE PER FINISH SCHEDULE ADHESIVE /TOPPING (AS SCHEDULED) CONCRETE SLAB ° Q 4 . a d a. d ° . 4_ STANDING SEAM METAL ROOFING SEE DRAWINGS [5 -1/4 "] t 400S125 -18 STUDS @ 24" OC ROOFING CLIP @ 2 -0 OC SLOPE FLUID- APPLIED METHANE BARRIER 5/8" GWB, TYPE PER FINISH SCHEDULE MIMII ..... ............................E -. ,..................................0. 2" RIGID INSULATION, TYPE 2 ' " " " " " " " " ".... ...... "..F..' 6 x6 14 GAUGE METAL PLATE @ CLIPS 40C - - OCCUPIED SPACE 5/8" GWB, TYPE PER FINISH SCHEDULE /I IIII MII 14 COMPACTED FILL 3,, RIGID INSULATION, TYPE 4 L WALL CAVITY METAL ROOF DECKING ® - - UNCONDITIONED L 400S125 -18 STUDS @ 24" OC CONCRETE SLAB 41 A - 49 SEE DRAWINGS d FLUID- APPLIED METHANE BARRIER 5/8" GWB, TYPE PER FINISH SCHEDULE 400S125 -18 STUDS @ 24" OC UNLESS NOTED OTHERWISE ROOFING MEMBRANE ff is SLOPE , [2-1/2" STUDS: 3 -3/4 "] [4" STUDS: 5 -1/4 "] [6" STUDS: 7 -1/4 "] ROOF BOARD COMPACTED FILL ....•.•.....•••••••••••••••••••••••• ••. ..........MMMMM........••••••EM • .... ............................... BATT INSULATION, TYPE 1 B (FILL CAVITY) 60 - - UNCONDITIONED ELEVATED CONCRETE SLAB 5/8" GWB, TYPE PER FINISH SCHEDULE 5" RIGID INSULATION, TYPE 5 41C 42 - 2HR - 61 Aht"C. WALL CAVITY .Q d. 4. ° . d �d d "° d 400S125 -18 STUDS @ 24" OC ELEVATED CONCRETE ROOF DECK I 1 I I I I 1 I 1 1 1 1 1 tr, �I��V•IAli 1V•:Ar 4" BATT INSULATION, TYPE 1B [4 -5/8 "] INDICATES RC RESILIENT CHANNEL SIDE METAL ROOF DECKING UNCONDITIONED OCCUPIED SPACE 5/8" GWB, TYPE PER FINISH SCHEDULE SEE DRAWINGS ROOFING MEMBRANE 61 - - FLOORING CONDITIONED 5/8" GWB, TYPE PER FINISH SCHEDULE ADHESIVE /TOPPING RESILIENT CHANNEL @ 24" OC ����� I I ����� ROOF BOARD �IIi,C ��i`' 400S125 -18 STUDS @ 24" OC I Iv SLOPE a. aQ ELEVATED CONCRETE SLAB [6-3/81 ANSI /UL DESIGN NUMBER U419 — a . ..... ............................... a d ° 4° " ° a . , d ° w l 4" BAIT INSULATION, TYPE 1 B """"""""""" "' 5" RIGID INSULATION TYPE 3 2 LAYERS 5/8" GWB, TYPE PER FINISH SCHEDULE I�..A •••••••••••••••MMMMMNun.....�•1 2 -1/2" RIGID INSULATION, TYPE 5 UNCONDITIONED 43A 2HR - 2 LAYERS 5/8" GWB, TYPE PER IMPALING PIN FINISH SCHEDULE METAL ROOF DECKING T 70 UNCONDITIONED ---- 7--- - - - - -- [7 -3/4 "] ANSI /UL DESIGN NUMBER U415 SYSTEM F RESILIENT CHANNEL @ 24" OC SEE DRAWINGS STANDING SEAM METAL ROOFING ELEVATED, POURED CONCRETE FLOOR AK . j.. MR; � +♦�roil, 600ES (SEE SHEET S022) ° 4 . ,� d 4 ° BATT INSULATION, TYPE 1B (FILL CAVITY ( ) ROOFING CLIP @ 2' -0" OC ' " I SLOPE "x6" UNCONDITIONED 1 GWB, TYPE 5 A 6 14 GAUGE METAL PLATE @ CLIPS 43B 2HR - METAL DECKING ...... .........•....................II 2 LAYERS 1 /2 GWB, TYPE PER FINISH SCHEDULE - IGID INSULATION, TYPE 4 - - --------- - - - - -- - - -T -Y- �`= T ,_ . . V&V4!1 i METAL DECKING FLOOR NG CONDITIONED „ [7 ] 141i ADHESIVE /TOPPING ELEVATED CONCRETE SLAB ANSI /UL DESIGN NUMBER U438 :411 +:WilEm111;:`r�►�� 600ES (SEE SHEET S022) R -25 BATT INSULATION, TYPE 1B (SCALEHOUSE ONLY) ION, TYPE 1B ;� + � � t AN (FILL CAVITY) » R 11 01 S ..M: .......................1I..: 01 0 U (/) 0 al w a U Li I _ W N a S 0 U) W O OD U w N 0) N E 0 N 0 O 0 N 0) O DOOR SCHEDULE \ NO. TYPE NOMINAL SIZE DOOR FRAME —: W x H LOCATION MATERIAL I FINISH MATERIAL I FINISH DETAIL /SECTION LLI CL >- ~ _ CI O O V cn z J < w _co TD CL z < CL w m < CL Z < I— >- rz < LL C D r i J CD = O - O J w w CL - = W 1---- Cr) = z ___J J < z < CL >._ C� O� < LL O w a CI < _ o O I-=- s CL La_ V I _ m < J C ) w I— O z w (n COMPACTOR LEVEL — TSO BUILDING D001 2 I 3070 STAIR C P • J P 1• 1 • 1/A171 2/A171 10/A172 1 D002 3 1 3070 PAIR STORAGE C10 P • • I P • 9 1/A171 2/A171 10/A172 D003 2 3070 ELECTRICAL C05 P • P • 3 1/A171 2/A171 10/A172 D004 3 3070 PAIR ELECTRICAL C05 P • P • 4 1/A171 2/A171 10/A172 D005 2 3670 ELEV MACHINE C04 P • P _ • 5 • 3/A171 4/A171 10/A172 1 D006 2 3070 VESTIBULE CO3 P • to P • 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 • 3 • 3/A171 4/A171 11/A172 1 D009 3 3070 PAIR MECHANICAL C06 P • P • 2 1/A171 2/A171 10/A172 D010 2 3070 UNISEX TOILET C07 P • P • 20 3/A171 4/A171 11/A172 D011 2 '7"-- 3070 UNISEX TOILET C08 E • E • 12 3/A171 4/A171 11 A172 11 0 ; . . Q . ■T •-• i r- 0"7■ -r 1V- 17,- ' EQUIPMENT LEVEL — TSO BUILDING D101 2 3070 UNISEX TOILET 110 E • E • 6 • 5/A171 6/A171 11/A172 2 D102 2 3070 RISER 105 E • E • 7 • 5/A171 6/A171 10/A172 2 D103 4 3070 EXIT PASS 103 E • • • E • 12 8/A171 9/A171 10/A172 D104 2 3070 EXIT PASS 103 P • P • 13 • 5/A171 6/A171 10/A172 4 D105 4 3070 MULTI— PURPOSE 10. P • P • 1 • 5/A171 6/A171 11/A172 D106 2 3070 STAIR B P • P • 1 • — — 11/A172 D107 2 3070 UNISEX TOILET 104 P • P • 6 10/A17111/A17111/A172 D108 NOT USED — — — D109 3 3070 PAIR MULTI 102 • • P • 21 1/A172 2/A172 9/A172 D110 4 3070 PAIR MULTI 102 P • • P • 22 • 10/A171 11/A171 9/A172 D111 3 3070 PAIR HPU 107 P • P • 16 • 5/A171 6/A171 9/A172 1 D112 1 3070 PAIR VESTIBULE 101 • to • • • • 18 — — 11/A172 9 D113 2 3070 STAIR A P • P • 1 • 5/A171 6/A171 10/A172 1 D114 2 3070 VESTIBULE 101 P • P • 7 • 5/A171 6/A171 10/A172 1 D115 3 3070 PAIR HPU 107 P • P • 16 • 5/A171 6/A171 10/A172 1 D116 2 3070 EPSS P • P • 5 5/A171 6/A171 10/A172 1 D117 2 3070 UNISEX TOILET 116 E • E • 20 8/A171 9/A171 11/A172 D118 4 3070 EXIT PASS 119 E • • E • 31 8/A171 9/A171 10/A172 D119 5 19' -6 "x13' -0" LOADING 109 • • • • 19 2/A173 5/A173 6/A173 D120 3 3070 PAIR DUST COLLECT 108 P • • P • 32 12/A171 13/A17110/A172 D121 2 3070 LOADING 109 E • E • 7 5/A171 6/A171 10/A172 1 D122 2 3070 MECHANICAL 118 P • P • 5 5/A171 6/A171 10/A172 1 D123 2 3070 LOADING 109 P • P • 7 5/A171 6/A171 10/A172 1 D151 4 3070 SELF—HAUL 118 E • • E • 1 3/A172 4/A172 10/A172 D152 5 14' -0 "x15' -0" SELF —HAUL 118 • • • 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/A 172 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' -0" 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 W GLAZING UNITS TYPE 1 STOREFRONT FRAME 6079 • REGISTERED ARCHITECT DOUGLAS L. BRINLEY STATE OF WASHINGTON W i r H M FRAME TYPE 2 DESIGNED C. CONWAY W W TYPE 3 HM FRAME REMOVABLE STYLE WHERE OCCURS DOOR SCHEDULE I NOMINAL SIZE E I NO. I TYPE LOCATION 1 DOOR M ATE RIAL 1 F INIS H 1 1 FRAME MATER( AL 1 FIN TSO LEVEL — TSO BUILDING D201 2 CL O O U Cn J CC w CO CO CC 1- z a 0 TRANSPARENT CC 0 O LaL ELECTRIC HDW w CL J w w J I— z_ CL ISH I CC 0 O Li. HARDWARE GROUP 0 FIRE RATING DETAIL /SECTION J J cn Lai cn 3070 STAIR B P P 13 D202 2 3070 M TOILET 213 • P 25 D203 2 3070 M LOCKER 216 • P 25 D204 2 3070 W TOILET 212 P 25 D205 2 3070 W LOCKER 214 • P 25 D206 3 3070 PAIR HALL 219 • • P 26 5/A171 10/A171 10/A171 10/A171 10/A171 D207 4 3070 COPY /VENDING 211 • P 15 D208 2 3070 STAIR A P P 13 • 1/A172 10/A171 D209 2 3070 MECHANICAL 202 • P 10 D210 2 3070 CUSTODIAL 208 • P • 10 D211 6 3070 SUPERVISOR 209 • P • 11 D212 4 3070 BREAK AREA 210 • • 13 • 5/A171 5/A172 10/A171 10/A171 D213 2 3070 UNISEX TOILET 207 P 27 D214 2 3070 SERVER 206 • • P • 10 D215 6 3070 PAIR CONFERENCE 203 • • P • 17 D216 6 3070 CONFERENCE 203 • P • 14 D217 6 3070 OFFICE 205 • P • 11 D218 6 3070 OFFICE 204 • P • 11 D219 7 5090 HALL 219 PENTHOUSE LEVEL — TS0 BUILDING D302 J 3 I 4070 PAIR (STAIR A D3012 D301 2 • P 28 7/A172 10/A171 10/A171 10/A171 10/A171 10/A171 10/A171 6/A171 11/A171 11/A171 11/A171 11/A171 2/A172 11/A171 6/A171 6/A172 11/A171 11/A171 8/A172 11/A171 11/A171 11/A171 11/A171 11/A171 11/A171 11/A172 11/A172 9/A172 1 11/A172 9/A172 9/A172 9/A172 11/A172 11/A172 11/A172 12/A172 11/A172 11/A172 11/A172 12/A172 12/A172 12/A172 12/A172 1 8 3070 STAIR A 3070 STAIR A 1 E E NORTH PROCESSING AREA — TRANSFER BUILDING D401 • • 11 /A372 I12 I I1/A372 4/A372 4/A372 4/A129 I 5 8090 PROCESSING 401 • 19 D402 D403 5 8090 PROCESSING 401 • • 19 4 3070 PROCESSING 401 SCALE FACILITY — SCALEHOUSE D501 D502 4 E • 7 3/A172 3/A172 3/A172 4/A172 4/A172 4/A172 6/A173 6/A173 3070 CONTROL 501 E 4 3070 CONTROL 501 E • D503 2 3070 TOILET 504 • O 1 • D504 2 3070 SERVER CLOSET 505 • D505 2 2670 PAIR SERVER CLOSET 505 • D506 D507 2 3070 STORAGE 506 4 D508 2 3070 HALL 503 2670 PAIR ELECTRICAL 507 D5 5'� `CAI D510 2 2620 D511 2 CYLIG B_IL 2620 A C A SOUTH EXTERIOR • E E SOUTH EXTERIOR E • E E P P P P E • • 29 29 27 10 30 15 29 1/A371 1/A371 2/A371 2/A371 2/A371 2/A371 1/A371 1 /A371 4/A371 4/A371 5/A371 5/A371 5/A371 5/A371 4/A371 4/A371 6/A371 6/A371 9/A172 9/A172 9/A172 9/A172 7/A371 7/A371 OTES: 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. E • 33 E • 33 14/A371 14/A371 4/A371 4/A371 D601 4 3070 D602 2 W / \ / TYPE 3A DRAWN J. PALMER VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" D 6/10/10 CC DB FINAL ISSUED FOR CITY OF TUKWILA PERMITS C 1/8/10 CC DB MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION B 1/8/10 CC DB RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS A 7/31/09 CC DB ISSUED FOR CITY OF TUKWILA PERMITS REV DATE CHK'D APP'D REVISION DESCRIPTION 3070 WARMING 602 STORAGE 603 E • HM FRAME GLAZING UNIT TYPE 4 HM FRAME kgKing County Department of Natural Resources and Parks Solid Waste Division E • 5 4/A402 5/A402 FULLY ENCLOSED OPERATOR & COIL OH RUBBER DOOR W/ FULL WEATHER— SEALS TYPE 5 REVIEWED FOR CODE COMPLIANCE APPROVED City of Tukwila BUILDING DIVISION 8 RESIN INFILL PANEL TYPE 6 RECEIVED JUN 1 4 2010 5'-0" PERMIT CENTER PAIR, SEE DOOR SCHEDULE METAL DOOR RESIN PANEL INFILL PULL HANDLE TYPE 7 MULLION IUPGr 7539th Avenue N Seattle, WA 98109 (206) 286-1640 1117 Broadway Suite 501 Tacoma, WA 98402 (253) 627-0720 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT ARCHITECTURAL GENERAL DOOR TYPES & SCHEDULE PROJECT NUMBER: SHT. 321 OF: 619 DRAWING NUMBER: A014 OF TUKWILA PERMITS 0 0 LLI a LO al w CL N (11 w F- LU CO 0 U W N N) (N1 0 E Q N 0 0 0 N DOUGLAS L. BRINLEY STATE OF WASHINGTON DESIGNED REVIEWED FOR CODE COMPLIANCE APPROVED AUG 10 2010 City of Tukwila BUILDING DIVISInAI bo9 - t cry RECEIVED JUN 14 2010 PERMIT CENTER C. CONWAY DRAWN J. PALMER D 6/10/10 CC DB FINAL ISSUED FOR CITY OF TUKWILA PERMITS C 1/8/10 CC DB MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" B 1/8/10 cc DB RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS A 7/31/09 CC DB ISSUED FOR CITY OF TUKWILA PERMITS REV DATE CHK'D APP'D REVISION DESCRIPTION IL41 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 WINDOW TYPES & SCHEDULE PROJECT NUMBER: 000405C09 SHT. 322 OF: 619 DRAWING NUMBER: A015 J Z u_ WINDOW /SKYLIGHT SCHEDULE PLAN NOMINAL SIZE W x H LOCATION SILL HT AFF TYPE AND SPECIFICATION REFERENCE GLAZING DETAIL /SECTION NOTES NO. - dl- CO Z a = U r- co = Q 0 X LL CD 00 p Z cn w 1 Li_ In idn 0 LLI U w o N O 01 : CLij CO O c3 >- cn z I— ro (D O = >— UU) � = I— o Q J (� Z w F— < U z 1 ZO Z � H c=a W c) = O CO : Q I 0 Z C=D >J-- c/) — () ■O w = = COMPACTOR LEVEL — TSO 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 C09 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 C09 3' -8" • • 6/A174 2/A174 1/A174 0.29 91= • ;. a 4. - _ .• : -►. • 4 h , : :. 4. ,. , EQUIPMENT LEVEL — ISO BUILDING 101 1A/A1031 9' -1" x 9' -4" VESTIBULE 101 — 111 • 12/A174 7/A174 8/A175 0.29 FOR SECONDARY JAMB DETAIL, SEE 8/A174 102 A/A103 29' —O" x 9' -4" MULTI 102 — • • 12/A174 8/A174 8/A175 0.29 FOR SECONDARY JAMB DETAIL, SEE 9/A174 •■ :. i ►• 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 A A107 3"-3" x 8"-171" 0 E� N E 03 7- • _ -4' • F 2 Al 4 . ' 77 2 Al -5 0. ■ -1R C rs NR A : r T, L, S A 204 A /A104 9' -1" x 8' -10" LOBBY 201 — • • 12/A174 8/A174 2/A175 0.29 FOR SECONDARY JAMB DETAIL, SEE 9/A174 205 A /A104 29' -0" x 8' -10" HALL 219 — • • 12/A174 8/A174 2/A175 0.29 FOR SECONDARY JAMB DETAIL, SEE 9/A174 _0., L A 04- 1'--_-,11"' = — It =K— 10 — — _2-11" -2= 1 — — — — — „ - — ,o, '17 A 7, 4A1,5 ,0. 207 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" • • 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 1A/A4011 3'- 0 "x5' -0" WARMING 602 3' -4" • • 9/A175 0.29 602 A /A401 3'- 0 "x5' -0" WARMING 602 3' -4" • • 111/A17510/A175 11/A17510/A175 9/A175 0.29 SKYLIGHTS SK1 A105 10' -0 "x114' -10" TRANSFER ROOF — • • 8/A191 1/A191 1/A192 — SK2 A105 10'-0"x141'-8" TRANSFER ROOF — • • 8/A191 1/A191 1/A192 — SK3 A105 10'-0"x168'-0" TRANSFER ROOF — • to 8/A191 1/A191 1/A192 — SK4 A105 10' -0 "x168' -0" TRANSFER ROOF — • • 8/A191 1/A191 1/A192 — SK5 A105 10' -0 "x168' -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" TS0 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 "x31' -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 TSO 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 ISO ROOF — • 5/A192 _ SK26 A106 21" DIA TS0 ROOF — • 5/A192 _ SK27 A106 21" DIA TSO ROOF — • 6/A192 _ SK28 A106 21" DIA TSO ROOF — • //A192 _ SK29 A106 21" DIA TS0 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 _ DOUGLAS L. BRINLEY STATE OF WASHINGTON DESIGNED REVIEWED FOR CODE COMPLIANCE APPROVED AUG 10 2010 City of Tukwila BUILDING DIVISInAI bo9 - t cry RECEIVED JUN 14 2010 PERMIT CENTER C. CONWAY DRAWN J. PALMER D 6/10/10 CC DB FINAL ISSUED FOR CITY OF TUKWILA PERMITS C 1/8/10 CC DB MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" B 1/8/10 cc DB RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS A 7/31/09 CC DB ISSUED FOR CITY OF TUKWILA PERMITS REV DATE CHK'D APP'D REVISION DESCRIPTION IL41 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 WINDOW TYPES & SCHEDULE PROJECT NUMBER: 000405C09 SHT. 322 OF: 619 DRAWING NUMBER: A015 J Z u_ KEY TO OPE\ \G SCHEDULE: 1. OPENING SCHEDULE IS PROVIDED AS A CONVENIENCE TO ASSIST IN COORDINATION OF THE WORK OF TRADES. CONTRACTOR IS RESPONSIBLE FOR VERIFYING TYPE, NUMBER AND PLACEMENT OF OPENINGS, WHETHER 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 PENEI RATIONS, ROOMS OR SPACES ON LOWER LEVELS ARE LISTED FIRST. 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: RWBECK BOW 0 E 01 -29 30 -59 60 -89 90 -99 E. EXAMPLES: 107 - 109 -92 C05- 102 -66 C01 —EXW-31 ARCHITECTURAL /STRUCTURAL MECHANICAL ELECTRICAL COMPACTOR EQUIPMENT A COMPACTOR EQUIPMENT OPENING IN THE WALL BETWEEN THE HPU ROOM AND THE LOADING AREA AN ELECTRICAL OPENING IN THE FLOOR BETWEEN THE ELECTRICAL ROOM AND THE MULTIPURPOSE ROOM A MECHANICAL OPENING IN A SUBGRADE EXTERIOR WALL AT THE COMPACTOR BAY OPENING SCHEDULE FROM — TO A NOMINAL SIZE LOCATION DETAIL /SECTION DESCRIPTION NOTES PENET TYPE HEIGHT AFF PLAN /ELEVATION DETAIL c W = m : a - J_ (f COMPACTOR LEVEL — -ISO BUILDING C01 —SUF 34 6" DIA FLOOR M111 RAINWATER SUCTION LINE SIZE INDICATED IS NOMINAL PIPE DIAMETER 35 4" DIA FLOOR M111 SOIL WASTE LINE SIZE INDICATED IS NOMINAL PIPE DIAMETER 36 6" DIA FLOOR M111 SOIL WASTE CLEANOUT SIZE INDICATED IS NOMINAL PIPE DIAMETER 37 4" DIA FLOOR M111 BACKWATER VALVE CLEANOUT SIZE INDICATED IS NOMINAL PIPE DIAMETER 38 12 "x24" FLOOR M111 E /M117 BASKET DRAIN BD -1 SIZE INDICATED IS NOMINAL DUCT SIZE 39 4" DIA FLOOR M111 LEACHATE WASTE CLEANOUT SIZE INDICATED IS NOMINAL PIPE DIAMETER 40 SEE DETAIL FLOOR _ M111 3/M109 BOOT WASH 41 12 "x24" FLOOR CEILING M111 E/M117 BASKET DRAIN BD -1 42 SEE DETAIL FLOOR CEILING M111 A/M117 COMPACTOR BAY VAULT NO. 1 43 8" DIA FLOOR CEILING M111 E106 LEACHATE WASTE CLEANOUT 44 SEE DETAIL FLOOR CEILING M111 B/M117 COMPACTOR BAY VAULT NO. 2 45 12 "x24" FLOOR 24" DIA M111 E/M117 M115 BASKET DRAIN BD -1 46 4" DIA FLOOR 60 M111 CEILING E106 METHANE VENT SIZE INDICATED IS NOMINAL PIPE DIAMETER 47 4" DIA FLOOR C01 -109 M111 4" DIA CEILING E106 BACKWATER VALVE CLEANOUT SIZE INDICATED IS NOMINAL PIPE DIAMETER 48 6" DIA FLOOR FEEDER TO 2T1 — 2 -1/2 ", P028 M111 01 6'x10' CEILING LEACHATE WASTE SIZE INDICATED IS NOMINAL PIPE DIAMETER 49 6" DIA FLOOR M111 02 6'x10' CEILING SOIL WASTE CLEANOUT SIZE INDICATED IS NOMINAL PIPE DIAMETER 50 SEE DETAIL FLOOR M111 F/M117 30 4" DIA FLOOR HEATING WATER MANHOLE M111 51 SEE DETAIL FLOOR M111 D/M117 31 4" DIA FLOOR COMPACTOR BAY DRY VALVE VAULT M111 52 SEE DETAIL FLOOR M111 3/M109 32 12 "x24" FLOOR BOOT WASH M111 53 6" DIA FLOOR M111 33 4" DIA FLOOR SOIL WASTE CLEANOUT SIZE INDICATED IS NOMINAL PIPE DIAMETER 54 4" DIA FLOOR M111 SIZE INDICATED IS NOMINAL PIPE DIAMETER CO1A —SUW 42 14" DIA SOIL WASTE LINE SIZE INDICATED IS NOMINAL PIPE DIAMETER C01 —EXW 55 6" DIA WALL M112 VERIFY SIZE WITH SPRINKLER CONTRACTOR 43 4" DIA WALL LEACHATE WASTE LINE SIZE INDICATED IS NOMINAL PIPE DIAMETER C01 —ELEV 30 6 "x6" WALL 4" DOMESTIC WATER SERVICE M113 44 6" DIA WALL M112A SIZE INDICATED IS NOMINAL DUCT SIZE C01 —0O3 32 6 "x6" WALL SIZE INDICATED IS NOMINAL PIPE DIAMETER , M113 4" DIA WALL 16' -0" E101 SIZE INDICATED IS NOMINAL DUCT SIZE C01 —004 31 6 "x6" WALL 61 M113 WALL 16' -0" E101 56 4" DIA CEILING 62 M112A WALL 16' —O" E101 4" SOIL WASTE UNISEX TOILET 104 PLUMBING CHASE C01 —005 30 6 "x6" WALL -'OIL M113 36 8" DIA WALL M121 SIZE INDICATED IS NOMINAL DUCT SIZE coDE 57 4" DIA CEILING 4 NPW INSULATED PIPE 37 42 "x24" WALL 4" RAINWATER SUCTION FLOOR CLEANOUT SIZE INDICATED IS NOMINAL PIPE DIAMETER 1 58 4" DIA CEILING DUCT SIZE INDICATED IS NOMINAL DUCT SIZE CO1A -105 36 6" DIA CEILING 4" FLOOR DRAIN SIZE INDICATED IS DRAIN PIPE SIZE 60 5" DIA WALL 22' -0" E050 SIZE INDICATED IS DRAIN PIPE SIZE ' 37 8" DIA CEILING HPU FEEDER — 3 ", P008 61 5" DIA WALL 22' -0" E050 INSULATED PIPE 38 6" DIA CEILING HPU FEEDER — 3 ", P009 62 5" DIA WALL 22' -0" E050 INSULATED PIPE 39 4" DIA CEILING HPU FEEDER — 3 ", P010 > 63 5" DIA WALL 22' -0" E050 SIZE INDICATED IS DRAIN PIPE SIZE 40 14" DIA CEILING HPU FEEDER — 3 ", P011 M112A 64 16 "x4" WALL 18' —O" [050 10" FIRE SPRINKLER RISER VERIFY SIZE WITH SPRINKLER CONTRACTOR ' 41 8" DIA BRANCH CIRCUIT AND TELECOMM CONDUIT BLOCK —OUT 65 16 "x4" WALL 14' -0" E105 4" NPW INSULATED PIPE CO1A -120 01 18" DIA BRANCH CIRCUIT AND TELECOMM CONDUIT BLOCK —OUT > 66 4" DIA WALL 16' —O" E050 MANHOLE SIZE INDICATED IS MANHOLE SIZE ' 34 4" DIA FEEDER TO 4N1 — 2 ", P032 67 4" DIA WALL 16' —O" E050 FLOOR DRAIN SIZE INDICATED IS DRAIN PIPE SIZE 35 4" DIA TELECOMM TO E115 — 2 ", T331 68 4" DIA WALL 16' —O" E050 METHANE VENT SIZE INDICATED IS NOMINAL PIPE DIAMETER CO2 —SUF 30 12 "x24" TELECOMM TO E115 — 2 ", T331 ....6/9____ ( ;A „ �, ..� „ 160 E0 „ ,�� . _ ,��, v ,`�WA ' 31 FEEDER TO 2T1 — 2-1/2”, P028 OPENING SCHEDULE FROM — TO A NOMINAL SIZE LOCATION DETAIL /SECTION DESCRIPTION NOTES PENET 1'PE HEIGHT AFF PLAN /ELEVATION DETAIL o w _ m J J -C-73 COMPACTOR LEVEL — TS0 BUILDING CONTINUED CO1 —006 40 4" DIA WALL M114A 1-1/4" TEPID WATER INSULATED PIPE 41 8" DIA WALL M114 4" NPW INSULATED PIPE 42 8" DIA WALL M114 4" NPW INSULATED PIPE 48 24" DIA WALL M115 24" ROUND EXHAUST DUCT _ C06 SPACE ABOVE RESTROOMS /BREAK ROOM 49 13 "x13" WALL M115 9 "x9" — 2" LINED SUPPLY DUCT SIZE INDICATED IS NOMINAL DUCT SIZE 54 24" DIA WALL M115 24" ROUND EXHAUST DUCT C06 SPACE ABOVE RESTROOMS /BREAK ROOM C01 —007 30 24" DIA WALL M115 60 5" DIA CEILING E106 HPU FEEDER — 3 ", P008 61 5" DIA CEILING E106 HPU FEEDER — 3 ", P009 62 5" DIA CEILING E106 HPU FEEDER — 3 ", P010 63 5" DIA CEILING E106 HPU FEEDER — 3 ", P011 C01 —008 31 24" DIA WALL M115 C01 -108 60 4" DIA CEILING E106 2" FEEDER TO DUST COLLECTOR DISC. SW — P015 C01 -109 60 4" DIA CEILING E106 FEEDER TO 2T1 — 2 -1/2 ", P028 C01 -111 01 6'x10' CEILING 02 6'x10' CEILING CO1A —SUF 30 4" DIA FLOOR M111 METHANE VENT SIZE INDICATED IS NOMINAL PIPE DIAMETER 31 4" DIA FLOOR M111 LEACHATE WASTE SIZE INDICATED IS NOMINAL PIPE DIAMETER 32 12 "x24" FLOOR M111 BASKET DRAIN BD -1 33 4" DIA FLOOR M111 LEACHATE WASTE CLEANOUT SIZE INDICATED IS NOMINAL PIPE DIAMETER CO1A —SUW 42 14" DIA WALL M112A 10" FIRE SPRINKLER VERIFY SIZE WITH SPRINKLER CONTRACTOR 43 4" DIA WALL M112A 4" DOMESTIC WATER SERVICE SIZE INDICATED IS NOMINAL PIPE DIAMETER 44 6" DIA WALL M112A 6" RAINWATER SUCTION LINE SIZE INDICATED IS NOMINAL PIPE DIAMETER , 60 4" DIA WALL 16' -0" E101 FEEDER TO 4N1 — 2 ", P032 61 4" DIA WALL 16' -0" E101 TELECOMM TO E115 — 2 ", T331 ` 62 4" DIA WALL 16' —O" E101 REWEWED TELECOMM TO E115 — 2 ", T331 ' -'OIL CO1A —STC 36 8" DIA WALL M121 coDE 4 NPW INSULATED PIPE 37 42 "x24" WALL M113 APQ �� DUCT SIZE INDICATED IS NOMINAL DUCT SIZE CO1A -105 36 6" DIA CEILING M112A 6" HUB DRAIN SIZE INDICATED IS DRAIN PIPE SIZE ' 37 8" DIA CEILING M112A �Ut 1 U 2010 4" DOMESTIC WATER SERVICE INSULATED PIPE 38 6" DIA CEILING M112A 3" NPW INSULATED PIPE 39 4" DIA CEILING M112A City ofTukwila FLOOR DRAIN SIZE INDICATED IS DRAIN PIPE SIZE 40 14" DIA CEILING M112A BUILDING oIVISMI 10" FIRE SPRINKLER RISER VERIFY SIZE WITH SPRINKLER CONTRACTOR ' 41 8" DIA CEILING M112A 4" NPW INSULATED PIPE CO1A -120 01 18" DIA CEILING MANHOLE SIZE INDICATED IS MANHOLE SIZE ' 34 4" DIA CEILING M103 FLOOR DRAIN SIZE INDICATED IS DRAIN PIPE SIZE 35 4" DIA CEILING M103 _ METHANE VENT SIZE INDICATED IS NOMINAL PIPE DIAMETER CO2 —SUF 30 12 "x24" FLOOR 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 C05— 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 C05 —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 E049 ELECTRICAL SERVICE ENTRANCE CONDUIT, 4 ", P001 67 6" DIA WALL 12' -0" E050 E049 TELECOMM SERVICE ENTRANCE CONDUIT, 4" 68 6" DIA WALL 12' -0" E050 E049 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 JUN 14 ZU10 _ TELECOMM CONDUIT, 4" — FUTURE S PROCESSING BLDG, T327 C05 -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 i 6079 REGISTERED ARCHII DOUGLAS L. BRINLEY STATE OF WASHINGTON DESIGNED C. CONWAY DRAWN J. PALMER D 6/10/10 CC DB FINAL ISSUED FOR CITY OF TUKWILA PERMITS 1/8/10 CC DB MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" B 1/8/10 Cc DB RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS A 7/31/09 CC DB ISSUED FOR CITY OF TUKWILA PERMITS REV DATE CHK'D APP'D REVISION DESCRIPTION La 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 Doi -(cpq PROJECT NUMBER: 000405C09 SHT. 323 OF: 619 DRAWING NUMBER: A016 __ OPENING SCHEDULE `� v v FROM — TO A NOMINAL SIZE LOCATION DETAIL /SECTION DESCRIPTION NOTES cm m J < < = Q (./) COMPACTOR LEVEL — TSO BUILDING CONTINUED FROM A016 C05 -102 62 6" DIA CEILING E050 E049 TELECOMM CONDUIT, 4" CONDUIT ALIGNS INSIDE WALL, T332 63 6" DIA CEILING E050 E049 TELECOMM CONDUIT, 4" CONDUIT ALIGNS INSIDE WALL, T332 > C05 -105 60 4" DIA CEILING E050 E049 _ BRANCH CIRCUITS TO TIPPING FLOOR C06 —SUF 30 16" DIA FLOOR M114A—\71M114/6 _ HEATING WATER /CONDUT CARRIER SIZE INDICATED IS CARRIER PIPE SIZE 31 2" DIA FLOOR M114A FLOOR DRAIN SIZE INDICATED IS DRAIN PIPE SIZE 32 12" X 12" FLOOR M114A FLOOR SINK 33 12" X 12" FLOOR M 114A FLOOR SINK 34 12" DIA FLOOR M114A )/M114A COMPREESED AIR /CONDUT CARRIER SIZE INDICATED IS CARRIER PIPE SIZE 35 4" DIA FLOOR M114A 4" VENT PIPE SIZE INDICATED IS NOMINAL PIPE DIAMETER 36 4" DIA FLOOR M114A 4" VENT PIPE SIZE INDICATED IS NOMINAL PIPE DIAMETER 37 6" DIA FLOOR M114A 6" RAINWATER SUCTION PIPE SIZE INDICATED IS NOMINAL PIPE DIAMETER 38 6" DIA FLOOR M114A 6" RAINWATER SUCTION PIPE SIZE INDICATED IS NOMINAL PIPE DIAMETER C06 —007 31 6" DIA CEILING M115 SUPPLY DIFFUSER TO C07 SIZE INDICATED IS NOMINAL DUCT SIZE 32 6 "x6" CEILING M115 EXHAUST GRILLE FROM C07 SIZE INDICATED IS NOMINAL DUCT SIZE . C06 —008 31 6" DIA CEILING M115 SUPPLY DIFFUSER TO C08 SIZE INDICATED IS NOMINAL DUCT SIZE 32 6 "x6" CEILING M115 EXHAUST GRILLE FROM C08 SIZE INDICATED IS NOMINAL DUCT SIZE C06 —009 30 10 "x10" CEILING M115 RETURN GRILLE FROM C09 SIZE INDICATED IS NOMINAL DUCT SIZE 31 12" DIA CEILING M115 SUPPLY DIFFUSER TO C09 SIZE INDICATED IS NOMINAL DUCT SIZE 46 2" DIA CEILING M114 FLOOR DRAIN C06 (ABOVE C09) SIZE INDICATED IS DRAIN PIPE SIZE C06 -116 43 4" DIA CEILING M114 4" VENT PIPE SIZE INDICATED IS NOMINAL PIPE DIAMETER 44 4" DIA CEILING M115 4" VENT PIPE SIZE INDICATED IS NOMINAL PIPE DIAMETER 46 2" DIA CEILING M114 FLOOR DRAIN IN 116 SIZE INDICATED IS DRAIN PIPE SIZE X06 -118 50 12" DIA CEILING M115 12" ROUND DUCT SIZE INDICATED IS NOMINAL DUCT SIZE 51 36" DIA CEILING _ M115 36" ROUND DUCT SIZE INDICATED IS NOMINAL DUCT SIZE C07—SUF 30 2" DIA FLOOR M114 FLOOR DRAIN SIZE INDICATED IS DRAIN PIPE SIZE �C07 /C08 —SUF 30 4" DIA FLOOR M111 4" SOIL WASTE PLUMBING CHASE BETWEEN C07 & C08 31 4" DIA FLOOR M111 4" SOIL WASTE PLUMBING CHASE BETWEEN C07 & C09 ' C08 —SUF 30 2" DIA FLOOR M114 FLOOR DRAIN SIZE INDICATED IS DRAIN PIPE SIZE STC -120 38 42 "x24" CEILING M103 DUCT RISER SIZE INDICATED IS NOMINAL DUCT SIZE 39 8" DIA CEILING M121 4" NPW INSULATED PIPE ELEV —SUW —SUF 31 2" DIA WALL M112 _ 2" VENT SUB —GRADE WALL UP THROUGH FLOOR — BLOCKOUT LEVEL 1 — TRANSFER, NORTH & SOUTH PROCESSING 111 —SUF 30 SEE DWG FLOOR M102 TRENCH DRAIN SEE DETAILS A /M102 & B /M102 31 4" DIA FLOOR M102 METHANE VENT SIZE INDICATED IS NOMINAL PIPE DIAMETER 32 4" DIA FLOOR M102 METHANE VENT SIZE INDICATED IS NOMINAL PIPE DIAMETER 33 4" DIA FLOOR M102 METHANE VENT SIZE INDICATED IS NOMINAL PIPE DIAMETER 34 SEE DETAIL FLOOR M111 3/M109 BOOT WASH 111 —SUW 30 8" DIA WALL M172 TIRE WASH WATER SUPPLY SIZE INDICATED IS PIPE DIAMETER 31 16" DIA WALL M172 TIRE WASH DRAIN SIZE INDICATED IS DRAIN PIPE SIZE 32 8" DIA WALL M172 TIRE WASH WATER SUPPLY SIZE INDICATED IS PIPE DIAMETER 111 —EXW 35 4" DIA WALL M103 2" NPW INSULATED PIPE 111 —EXR 30 24 "x24" CEILING M105 EXHAUST INLET SIZE INDICATED IS NOMINAL DUCT SIZE 31 24 "x24" CEILING M105 EXHAUST INLET SIZE INDICATED IS NOMINAL DUCT SIZE 32 24 "x24" CEILING M105 EXHAUST INLET SIZE INDICATED IS NOMINAL DUCT SIZE 33 24 "x24" CEILING M105 EXHAUST INLET SIZE INDICATED IS NOMINAL DUCT SIZE 34 24 "x24" CEILING M105 EXHAUST INLET SIZE INDICATED IS NOMINAL DUCT SIZE 35 24 "x24" CEILING M105 EXHAUST INLET SIZE INDICATED IS NOMINAL DUCT SIZE 36 24 "x24" CEILING M105 EXHAUST INLET SIZE INDICATED IS NOMINAL DUCT SIZE 37 24 "x24" CEILING M105 EXHAUST INLET SIZE INDICATED IS NOMINAL DUCT SIZE 38 24 "x24" CEILING M105 EXHAUST INLET SIZE INDICATED IS NOMINAL DUCT SIZE 39 24 "x24" CEILING M105 EXHAUST INLET SIZE INDICATED IS NOMINAL DUCT SIZE 40 24 "x24" CEILING M105 EXHAUST INLET SIZE INDICATED IS NOMINAL DUCT SIZE 41 24 "x24" CEILING M105 EXHAUST INLET SIZE INDICATED IS NOMINAL DUCT SIZE 42 24 "x24" CEILING M105 EXHAUST INLET SIZE INDICATED IS NOMINAL DUCT SIZE 43 24 "x24" CEILING M105 EXHAUST INLET SIZE INDICATED IS NOMINAL DUCT SIZE 44 40 "x40" CEILING M105 M138 DUST COLLECTION INTAKE SIZE INDICATED IS NOMINAL DUCT SIZE 45 40 "x40" CEILING M105 M138 DUST COLLECTION INTAKE SIZE INDICATED IS NOMINAL DUCT SIZE 46 4" DIA CEILING M105 4" METHANE VENT THRU ROOF SIZE INDICATED IS NOMINAL PIPE DIAMETER 47 4" DIA _ CEILING M105 _ 4" METHANE VENT THRU ROOF _ SIZE INDICATED IS NOMINAL PIPE DIAMETER 48 4" DIA CEILING M105 4" METHANE VENT THRU ROOF SIZE INDICATED IS NOMINAL PIPE DIAMETER 111 -112 01 3'x1' WALL S138 1/S145 — — — SCUPPER 02 3'x1' WALL S138 1/S145 — — — SCUPPER 03 3'x1' WALL S138 1/S145 — — — SCUPPER 04 3'x1' WALL S138 1/S145 — — — SCUPPER . 05 3'x1' WALL S138 1/S145 — — — SCUPPER 06 3'x1' _ WALL S138 1/S145 — — — SCUPPER . _ . _ _ A A A A A A FROM — TO A A. N NOMINAL SIZE L LOCATION D DETAIL /SECTION D DESCRIPTION N NOTES PENET TYPE (HEIGHT AFF PLAN /ELEVATION (DETAIL o m m J LEVEL 1 — TRANSFER, NORTH & SOUTH PROCESSING CONTINUED 111 -112 0 07 3 3'x1' W WALL S S138 1 1/S145 — — — — — — S SCUPPER 08 3 3'x1' W WALL S S138 1 1/S145 — — — — — — S SCUPPER 09 3 3'xl' W WALL S S138 1 1/S145 — — — — — — S SCUPPER 10 3 3'xl' W WALL S S138 1 1/S145 — — — — — — S SCUPPER 11 3 3'x1' W WALL S S138 1 1/S145 — — — — — — S SCUPPER 12 3 3'x1' W WALL S S138 1 1/S145 — — — — — — S SCUPPER 112 —SUF 3 30 4 4" DIA F FLOOR M M101 M METHANE VENT S SIZE INDICATED IS NOMINAL PIPE DIAMETER 31 4 4" DIA F FLOOR M M101 M METHANE VENT S SIZE INDICATED IS NOMINAL PIPE DIAMETER 32 4 4" DIA F FLOOR M M101 M METHANE VENT S SIZE INDICATED IS NOMINAL PIPE DIAMETER 33 4 4" DIA F FLOOR M M101 M METHANE VENT S SIZE INDICATED IS NOMINAL PIPE DIAMETER 112 —EXW 3 34 4 4" DIA F FLOOR M M103 2 2" NPW I INSULATED PIPE 112 —EXR 3 30 4 4" DIA C CEILING M M105 4 4" METHANE VENT THRU ROOF S SIZE INDICATED IS NOMINAL PIPE DIAMETER ' 31 4 4" DIA C CEILING M M105 4 4" METHANE VENT THRU ROOF S SIZE INDICATED IS NOMINAL PIPE DIAMETER 32 4 4" DIA C CEILING M M105 4 4" METHANE VENT THRU ROOF S SIZE INDICATED IS NOMINAL PIPE DIAMETER 33 4 4" DIA C CEILING M M105 4 4" METHANE VENT THRU ROOF S SIZE INDICATED IS NOMINAL PIPE DIAMETER 112 -114 3 30 8 8" DIA C CEILING M M194 F FIRE SPRINKLER S SUBJECT TO FIRE SPRINKLER DESIGN , 31 8 8" DIA C CEILING M M194 F FIRE SPRINKLER S SUBJECT TO FIRE SPRINKLER DESIGN i 32 8 8" DIA C CEILING M M194 F FIRE SPRINKLER S SUBJECT TO FIRE SPRINKLER DESIGN 4. 112 -115 3 30 1 12 "x6" W WALL M M108 E EF —T10 EXHAUST WALL CAP S SIZE INDICATED IS NOMINAL WALL CAP SIZE 114 —SUF 3 30 6 6" DIA F FLOOR M M101 C CLEANOUT S SIZE INDICATED IS NOMINAL PIPE DIAMETER , 31 3 3" DIA F FLOOR M M101 H HUB DRAIN S SIZE INDICATED IS DRAIN PIPE SIZE < 6079 REGISTERED ARCHITECT T DOUGLAS L. BRINLEY STATE OF WASHINGTON DESIGNED r OPENING SCHEDULE FROM — TO A A. N NOMINAL SIZE L LOCATION D DETAIL /SECTION D DESCRIPTION N NOTES w Q -2 > z 0 Q o o m m J LEVEL 1 — TRANSFER, NORTH & SOUTH PROCESSING CONTINUED 111 -112 0 07 3 3'x1' W WALL S S138 1 1/S145 — — — — — — S SCUPPER 08 3 3'x1' W WALL S S138 1 1/S145 — — — — — — S SCUPPER 09 3 3'xl' W WALL S S138 1 1/S145 — — — — — — S SCUPPER 10 3 3'xl' W WALL S S138 1 1/S145 — — — — — — S SCUPPER 11 3 3'x1' W WALL S S138 1 1/S145 — — — — — — S SCUPPER 12 3 3'x1' W WALL S S138 1 1/S145 — — — — — — S SCUPPER 112 —SUF 3 30 4 4" DIA F FLOOR M M101 M METHANE VENT S SIZE INDICATED IS NOMINAL PIPE DIAMETER 31 4 4" DIA F FLOOR M M101 M METHANE VENT S SIZE INDICATED IS NOMINAL PIPE DIAMETER 32 4 4" DIA F FLOOR M M101 M METHANE VENT S SIZE INDICATED IS NOMINAL PIPE DIAMETER 33 4 4" DIA F FLOOR M M101 M METHANE VENT S SIZE INDICATED IS NOMINAL PIPE DIAMETER 112 —EXW 3 34 4 4" DIA F FLOOR M M103 2 2" NPW I INSULATED PIPE 112 —EXR 3 30 4 4" DIA C CEILING M M105 4 4" METHANE VENT THRU ROOF S SIZE INDICATED IS NOMINAL PIPE DIAMETER ' 31 4 4" DIA C CEILING M M105 4 4" METHANE VENT THRU ROOF S SIZE INDICATED IS NOMINAL PIPE DIAMETER 32 4 4" DIA C CEILING M M105 4 4" METHANE VENT THRU ROOF S SIZE INDICATED IS NOMINAL PIPE DIAMETER 33 4 4" DIA C CEILING M M105 4 4" METHANE VENT THRU ROOF S SIZE INDICATED IS NOMINAL PIPE DIAMETER 112 -114 3 30 8 8" DIA C CEILING M M194 F FIRE SPRINKLER S SUBJECT TO FIRE SPRINKLER DESIGN , 31 8 8" DIA C CEILING M M194 F FIRE SPRINKLER S SUBJECT TO FIRE SPRINKLER DESIGN i 32 8 8" DIA C CEILING M M194 F FIRE SPRINKLER S SUBJECT TO FIRE SPRINKLER DESIGN 4. 112 -115 3 30 1 12 "x6" W WALL M M108 E EF —T10 EXHAUST WALL CAP S SIZE INDICATED IS NOMINAL WALL CAP SIZE 114 —SUF 3 30 6 6" DIA F FLOOR M M101 C CLEANOUT S SIZE INDICATED IS NOMINAL PIPE DIAMETER , 31 3 3" DIA F FLOOR M M101 H HUB DRAIN S SIZE INDICATED IS DRAIN PIPE SIZE < S. FISCHER DRAWN J. PALMER D 6/10/10 CC DB FINAL ISSUED FOR CITY OF TUKWILA PERMITS C 1/8/10 Cc DB MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" B 1/8/10 CC DB RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS A 7/31/09 CC DB ISSUED FOR CITY OF TUKWILA PERMITS REV DATE CHK'D APP'D REVISION DESCRIPTION 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 L SITE FACILITIES CONTRACT ARCHITECTURAL GENERAL OPENINGS SCHEDULE 1('1 -.1 C00405C09 SHT. 324 OF: 619 DRAWING NUMBER: A017 (1) w 0 J F— LL 0 0 0 LL 0 w (1) U) J Z LL —. -... - - ■ - - a — — — — — — — — FROM - TO — � - - - OPENING SCHEDULE NOMINAL SIZE FROM - TO A NOMINAL SIZE LOCATION DLIAIL /SECTION DESCRIPTION NOTES w W W � Q < F- = C� W = z 0 1= Q w J W z < o J Q W o_ W � L Q I 2 CD W _ z 0 1= w J W < a_ J W C) < = m < - J c 208 32 6 "x6" CEILING EQUIPMENT LEVEL - TSO BUILDING CONTINUED FROM A017 103 -218 31 8" DIA CEILING WALL M124 M133 FIRE SPRINKLER ALLOCATED SPACE FOR SPRINKLER RISER SIZE INDICATED IS NOMINAL DUCT SIZE 32 8" DIA CEILING M124 FIRE SPRINKLER ALLOCATED SPACE FOR SPRINKLER RISER 35 6" DIA 33 8" DIA CEILING M124 EXHAUST DUCT SIZE INDICATED IS NOMINAL DUCT SIZE FIRE SPRINKLER ALLOCATED SPACE FOR SPRINKLER RISER 34 2" DIA CEILING M124 SUPPLY DUCT SIZE INDICATED IS NOMINAL DUCT SIZE FLOOR DRAIN SIZE INDICATED IS DRAIN PIPE SIZE WALL 104 30 _ 13 "x10" CEILING M122 TRANSFER OPENING SIZE INDICATED IS NOMINAL GRILLE SIZE , 210 —EXR 31 6" DIA CEILING EXHAUST FAN SIZE INDICATED IS NOMINAL FAN SIZE M132 105 -110 30 8 "x6" WALL EXHAUST DUCT UP TO ROOF CAP RC —T1 M122 210 -211 30 6" DIA WALL EXHAUST DUCT SIZE INDICATED IS NOMINAL DUCT SIZE 31 4 "DIA WALL SUPPLY DUCT M124 211 30 8 "x8" CEILING 2" NPW INSULATED 32 4" DIA WALL EXHAUST GRILLE OPENING M124 211 —EXR 31 14" DIA CEILING 1-1/2" TEPID WATER INSULATED 105 -112 33 8 "DIA WALL 212 M193 CEILING M133 FIRE SPRINKLER SUBJECT TO FIRE SPRINKLER DESIGN 34 8" DIA WALL 31 6" DIA M193 M133 FIRE SPRINKLER SUBJECT TO FIRE SPRINKLER DESIGN SUPPLY DIFFUSER 106 -215 30 2" DIA CEILING M124 M136 SHOWER DRAIN SIZE INDICATED IS DRAIN PIPE SIZE 212 -213 107 -109 30 36 "x36" WALL M126 EXHAUST DUCT SIZE INDICATED IS NOMINAL DUCT SIZE TRANSFER GRILLE OPENING SIZE INDICATED IS NOMINAL GRILLE SIZE 31 36 "x20" WALL M126 SUPPLY DUCT SIZE INDICATED IS NOMINAL DUCT SIZE 212 -219 EXHAUST GRILLE OPENING SIZE INDICATED IS NOMINAL GRILLE SIZE 108 —EXW 30 48" DIA CEILING ` M127 SIZE INDICATED IS NOMINAL DUCT SIZE 36 8 "x6" WALL DUST COLLECTOR EXHAUST OUT SIZE INDICATED IS NOMINAL DUCT SIZE 31 36" DIA CEILING WALL SUPPLY REGISTER M127 60 6" DIA WALL 9' -6" E116 COMPACTOR LEVEL EXHAUST OUT SIZE INDICATED IS NOMINAL DUCT SIZE 108 —EXR 31 4" DIA CEILING WALL M105 E116 4" METHANE VENT THRU ROOF 32 40" DIA CEILING 9' -6" M104 DUST COLLECTOR INTAKE IN TELECOMM CONDUIT, 4 ", T332 63 6" DIA 108 -109 31 36" DIA WALL M126 TELECOMM CONDUIT, 4 ", T332 213 EXHAUST DUCT SIZE INDICATED IS NOMINAL DUCT SIZE 32 8" DIA WALL M125 EXHAUST GRILLE OPENING SIZE INDICATED IS NOMINAL GRILLE SIZE 31 6" DIA 4" NPW INSULATED PIPE 33 4" DIA WALL M125 4" PLUMBING VENT THRU ROOF SIZE INDICATED IS VENT PIPE SIZE 213 -219 32 8 "x6" 1-1/2" TEPID WATER INSULATED PIPE 5 I I C "I oI s j -"I w w 108 -111 30 4" DIA WALL WALL SUPPLY REGISTER M103 33 14" DIA WALL M132 2" NPW INSULATED PIPE 31 8" DIA WALL SIZE INDICATED IS NOMINAL DUCT SIZE M125 30 8" DIA WALL M132 4" NPW INSULATED PIPE 32 4" DIA WALL SIZE INDICATED IS NOMINAL DUCT SIZE M124 31 8 "x8" CEILING M132 1 -1/2" TEPID WATER INSULATED PIPE 33 8 "DIA WALL SIZE INDICATED IS NOMINAL GRILLE SIZE M194 30 12" DIA WALL M132 FIRE SPRINKLER SUBJECT TO FIRE SPRINKLER DESIGN 34 8" DIA WALL SIZE INDICATED IS NOMINAL DUCT SIZE M194 31 8 "x8" CEILING M132 FIRE SPRINKLER SUBJECT TO FIRE SPRINKLER DESIGN 108 -205 30 6" DIA WALL 218 M137 CEILING M132 2" CWR INSTALL THRU WALL W/ ACOUSTIC WALL SEAL 31 6" DIA WALL SCALE FACILITY — SCALEHOUSE M137 30 2" DIA FLOOR 2" CWS INSTALL THRU WALL W/ ACOUSTIC WALL SEAL 109 —EXW 30 SEE NOTE WALL SIZE INDICATED IS DRAIN PIPE SIZE M126 2" DIA I,4/A17E 3/A176 2/A173 INTAKE LOUVER 19' -6" WIDE x 5' -2" HIGH 31 SEE NOTE WALL SIZE INDICATED IS DRAIN PIPE SIZE M126 4" DIA 1/A176 3/A176 2/A176 EXHAUST LOUVER 28' -1" WIDE x 8' -0" HIGH 109 -116 32 13 "x10" CEILING CRAWL —SUW M126 6" DIA SLEEVE M302 CEILING EXHAUST FAN SIZE INDICATED IS NOMINAL FAN SIZE 109 -119 30 6" DIA CEILING CRAWL M126 12 "x12" WALL M302 SUPPLY DIFFUSER SIZE INDICATED IS NOMINAL DUCT SIZE 109 -202 60 4" DIA CEILING CRAWL —CHASE E109 20 "X10" FLOOR M302 FEEDER TO 2T1 — 2-1/2", P028 109 -207 32 4" DIA WALL CRAWL -501 M124 9" DIA FLOOR M302 4" SOIL WASTE INTO ROOM 207 PLUMBING CHASE 110 —SUF 30 2" DIA FLOOR 34 M112A FLOOR M302 FLOOR DRAIN SIZE INDICATED IS DRAIN PIPE SIZE 110 30 13 "x10" CEILING 9" DIA M122 M302 CEILING EXHAUST FAN SIZE INDICATED IS NOMINAL FAN SIZE 110 -111 31 4" DIA WALL FLOOR M124 M302 1 -1/2" TEPID WATER INSULATED PIPE 32 4" DIA WALL 2'x2' M124 2" NPW INSULATED PIPE 110 -120 31 12 "x12" WALL 7' -0" M122 M302 EXHAUST LOUVER SIZE INDICATED IS NOMINAL DUCT SIZE 116 —UP 30 8" DIA CEILING M124 4" NPW UP THRU CHASE LID INSULATED PIPE 31 8" DIA CEILING M124 4" VENT UP THRU CHASE LID _ INSULATED PIPE LEVEL 2 - TSO BUILDING FLOOR M302 201 -202 30 18" DIA WALL FLOOR REGISTER M133 501 —EXR 33 4" DIA CEILING SUPPLY DUCT SIZE INDICATED IS NOMINAL DUCT SIZE 31 24 "x24" WALL M134 SIZE INDICATED IS NOMINAL PIPE DIAMETER 501 —ATTIC 41 10" DIA RETURN AIR OPENING SIZE INDICATED IS NOMINAL DUCT SIZE 202 —CH1 37 16" DIA WALL M133 SIZE INDICATED IS NOMINAL DUCT SIZE 42 10" DIA CEILING VENTILATION AIR SUPPLY DUCT SIZE INDICATED IS NOMINAL DUCT SIZE 202 -203 38 16" DIA WALL —DUCT RISER M133 503 —ATTIC 01 2'- 6 "x4' -6" SUPPLY DUCT SIZE INDICATED IS NOMINAL DUCT SIZE 202 -220 32 14" DIA WALL roR N00R M133 503 -505 51 20 "x20" SUPPLY DUCT SIZE INDICATED IS NOMINAL DUCT SIZE 33 16" DIA WALL M133 GRILLE 52 20 "x20" RETURN DUCT SIZE INDICATED IS NOMINAL DUCT SIZE 34 14" DIA WALL M133 DOOR GRILLE 504 —ATTIC 47 SUPPLY DUCT SIZE INDICATED IS NOMINAL DUCT SIZE 35 12" DIA WALL Alb M133 EXHAUST GRILLE OPENING SIZE INDICATED IS NOMINAL GRILLE SIZE 505 —ATTIC SUPPLY DUCT SIZE INDICATED IS NOMINAL DUCT SIZE 36 26 "x18" WALL M133 RETURN GRILLE OPENING SIZE INDICATED IS NOMINAL GRILLE SIZE RETURN AIR DUCT SIZE INDICATED IS NOMINAL DUCT SIZE 60 4" DIA WALL 10' -6" E116 Ult%OfTIJkWila EXHAUST GRILLE OPENING SIZE INDICATED IS NOMINAL GRILLE SIZE FEEDER TO 2T1 — 2 -1/2 ", P028 203 —CH1 30 16" DIA WALL M302 M133 BUILDING oiI/Rim VENTILATION AIR SUPPLY DUCT SIZE INDICATED IS NOMINAL DUCT SIZE 203 -220 31 26 "x18" WALL M133 TRANSFER AIR OPENING SIZE INDICATED IS NOMINAL DUCT SIZE 204 -205 30 10" DIA WALL M302 M133 LOUVER RETURN DUCT SIZE INDICATED IS NOMINAL DUCT SIZE 204 -220 31 10" DIA WALL M302 M133 FRESH AIR INTAKE DUCT SUPPLY DUCT SIZE INDICATED IS NOMINAL DUCT SIZE a 1 1 205 -206 32 12" DIA WALL M133 A /M401 RETURN DUCT SIZE INDICATED IS NOMINAL DUCT SIZE 205 -220 33 10" DIA WALL M401 M133 FLOOR DRAIN SUPPLY DUCT SIZE INDICATED IS NOMINAL DUCT SIZE 206 -220 33 16" DIA WALL M133 METHANE VENT SIZE INDICATED IS NOMINAL PIPE DIAMETER RETURN DUCT SIZE INDICATED IS NOMINAL DUCT SIZE 34 14" DIA WALL M133 METHANE VENT SIZE INDICATED IS NOMINAL PIPE DIAMETER SUPPLY DUCT SIZE INDICATED IS NOMINAL DUCT SIZE 60 5" DIA WALL 9' -6" E116 4" METHANE VENT THRU ROOF SIZE INDICATED IS NOMINAL PIPE DIAMETER TELECOMM CONDUIT, 4" SLEEVE, T332 61 5" DIA WALL 9' -6" E116 4" METHANE VENT THRU ROOF SIZE INDICATED IS NOMINAL PIPE DIAMETER TELECOMM CONDUIT, 4" SLEEVE, T332 62 5" DIA WALL 9' -6" E116 TELECOMM CONDUIT, 4" SLEEVE, T332 63 5" DIA WALL 9' -6" E116 TELECOMM CONDUIT, 4" SLEEVE, T332 64 4" DIA WALL 10' -6" E116 FEEDER TO 2T1 — 2 -1/2 ", P028 E N 207 30 6 "x6" CEILING M133 EXHAUST GRILLE OPENING SIZE INDICATED IS NOMINAL GRILLE SIZE 207 -208 31 6" DIA WALL M133 EXHAUST DUCT SIZE INDICATED IS NOMINAL DUCT SIZE 0 N 0) 6079 REGISTERED ARCHITECT DOUGLAS L. BRINLEY STATE OF WASHINGTON DESIGNED S. FISCHER DRAWN J. PALMER D 6/10/10 CC DB FINAL ISSUED FOR CITY OF TUKWILA PERMITS C 1/8/10 CC DB MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING O 1" B 1/8/10 CC DB RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS A 7/31/09 CC DB ISSUED FOR CITY OF TUKWILA PERMITS REV DATE CHK'D APP'D REVISION DESCRIPTION A g;=,..=;;b0=zi OPENING SCHEDULE FROM - TO A NOMINAL SIZE LOCATION DETAIL /SECTION DESCRIPTION NOTES w W W � Q < F- = C� W = z 0 1= Q w J W z < o J Q W < = m < Q J _ LEVEL 2 - TS0 BUILDING CONTINUED 208 32 6 "x6" CEILING M133 EXHAUST GRILLE OPENING SIZE INDICATED IS NOMINAL GRILLE SIZE 208 -209 33 10" DIA WALL M133 SUPPLY DUCT SIZE INDICATED IS NOMINAL DUCT SIZE 208 -210 34 12" DIA WALL M132 SUPPLY DUCT SIZE INDICATED IS NOMINAL DUCT SIZE 35 6" DIA WALL M133 EXHAUST DUCT SIZE INDICATED IS NOMINAL DUCT SIZE 208 -220 36 14" DIA WALL M133 SUPPLY DUCT SIZE INDICATED IS NOMINAL DUCT SIZE 209 -210 36 12 "x8" WALL M134 TRANSFER OPENING SIZE INDICATED IS NOMINAL GRILLE SIZE , 210 —EXR 31 6" DIA CEILING M132 M132 EXHAUST DUCT UP TO ROOF CAP RC —T1 SIZE INDICATED IS NOMINAL DUCT SIZE I. 210 -211 30 6" DIA WALL M132 SUPPLY DUCT SIZE INDICATED IS NOMINAL DUCT SIZE 211 30 8 "x8" CEILING M132 EXHAUST GRILLE OPENING SIZE INDICATED IS NOMINAL GRILLE SIZE 211 —EXR 31 14" DIA CEILING M105 M132 DUCT RISER TO EF —T4 SIZE INDICATED IS NOMINAL DUCT SIZE 212 30 8 "x8" CEILING M133 EXHAUST GRILLE OPENING SIZE INDICATED IS NOMINAL GRILLE SIZE 31 6" DIA CEILING M133 SUPPLY DIFFUSER SIZE INDICATED IS NOMINAL DUCT SIZE 212 —EXR 32 4" DIA CEILING M105 M136 4" PLUMBING VENT THRU ROOF SIZE INDICATED IS VENT PIPE SIZE 212 -213 33 12" DIA WALL M132 EXHAUST DUCT SIZE INDICATED IS NOMINAL DUCT SIZE 34 14" DIA WALL M133 SUPPLY DUCT SIZE INDICATED IS NOMINAL DUCT SIZE 212 -219 35 16" DIA WALL M132 SUPPLY DUCT SIZE INDICATED IS NOMINAL DUCT SIZE 36 8 "x6" WALL M132 WALL SUPPLY REGISTER SIZE INDICATED IS NOMINAL REGISTER SIZE 60 6" DIA WALL 9' -6" E116 TELECOMM CONDUIT, 4 ", T332 61 6" DIA WALL 9' -6" E116 TELECOMM CONDUIT, 4 ", T332 62 6" DIA WALL 9' -6" El 16 TELECOMM CONDUIT, 4 ", T332 63 6" DIA WALL 9' -6" E116 TELECOMM CONDUIT, 4 ", T332 213 30 8 "x8" CEILING M132 EXHAUST GRILLE OPENING SIZE INDICATED IS NOMINAL GRILLE SIZE 31 6" DIA CEILING M132 4" PLUMBING VENT THRU ROOF SIZE INDICATED IS VENT PIPE SIZE 213 -219 32 8 "x6" WALL M132 WALL SUPPLY REGISTER SIZE INDICATED IS NOMINAL REGISTER SIZE 33 14" DIA WALL M132 SUPPLY DUCT SIZE INDICATED IS NOMINAL DUCT SIZE 214 -215 30 8" DIA WALL M132 SUPPLY DUCT SIZE INDICATED IS NOMINAL DUCT SIZE 215 31 8 "x8" CEILING M132 EXHAUST GRILLE OPENING SIZE INDICATED IS NOMINAL GRILLE SIZE 216 -217 30 12" DIA WALL M132 SUPPLY DUCT SIZE INDICATED IS NOMINAL DUCT SIZE 217 31 8 "x8" CEILING M132 EXHAUST GRILLE OPENING SIZE INDICATED IS NOMINAL GRILLE SIZE 218 31 8 "x8" CEILING M132 EXHAUST GRILLE OPENING SIZE INDICATED IS NOMINAL GRILLE SIZE SCALE FACILITY — SCALEHOUSE SUF —CRAWL 30 2" DIA FLOOR M301 FLOOR DRAIN SIZE INDICATED IS DRAIN PIPE SIZE 31 2" DIA FLOOR M301 FLOOR DRAIN SIZE INDICATED IS DRAIN PIPE SIZE 32 4" DIA FLOOR M301 METHANE VENT SIZE INDICATED IS NOMINAL PIPE DIAMETER CRAWL —SUW 30 6" DIA SLEEVE M302 REFRIGERATION SLEEVE CRAWL 31 12 "x12" WALL M302 DUCT OPENING SIZE INDICATED IS NOMINAL DUCT SIZE CRAWL —CHASE 32 20 "X10" FLOOR M302 SUPPLY DUCT SIZE INDICATED IS NOMINAL DUCT SIZE CRAWL -501 33 9" DIA FLOOR M302 FLOOR REGISTER SIZE INDICATED IS NOMINAL FLOOR REGISTER SIZE 34 9" DIA FLOOR M302 FLOOR REGISTER SIZE INDICATED IS NOMINAL FLOOR REGISTER SIZE 35 9" DIA FLOOR M302 FLOOR REGISTER SIZE INDICATED IS NOMINAL FLOOR REGISTER SIZE 36 9" DIA FLOOR M302 FLOOR REGISTER SIZE INDICATED IS NOMINAL FLOOR REGISTER SIZE CRAWL -503 01 2'x2' FLOOR 37 9" DIA FLOOR M302 FLOOR REGISTER SIZE INDICATED IS NOMINAL FLOOR REGISTER SIZE 38 16 "x8" FLOOR M302 FLOOR REGISTER SIZE INDICATED IS NOMINAL FLOOR REGISTER SIZE 39 16 "x8" FLOOR M302 FLOOR REGISTER SIZE INDICATED IS NOMINAL FLOOR REGISTER SIZE 40 16 "x8" FLOOR M302 FLOOR REGISTER SIZE INDICATED IS NOMINAL FLOOR REGISTER SIZE 501 —EXR 33 4" DIA CEILING M301 4" METHANE VENT THRU ROOF SIZE INDICATED IS NOMINAL PIPE DIAMETER 501 —ATTIC 41 10" DIA CEILING M302 DUCT RISER SIZE INDICATED IS NOMINAL DUCT SIZE 42 10" DIA CEILING M302 REVIEWED —DUCT RISER SIZE INDICATED IS NOMINAL DUCT SIZE 503 —ATTIC 01 2'- 6 "x4' -6" CEILING CODE roR N00R 503 -505 51 20 "x20" DOOR M302 APPROVED GRILLE 52 20 "x20" DOOR M302 DOOR GRILLE 504 —ATTIC 47 6 "x6" CEILING M302 Alb 10 11D10 EXHAUST GRILLE OPENING SIZE INDICATED IS NOMINAL GRILLE SIZE 505 —ATTIC 48 16 "x16" CEILING M302 RETURN GRILLE OPENING SIZE INDICATED IS NOMINAL GRILLE SIZE 506 —ATTIC 49 6 "x6" CEILING M302 Ult%OfTIJkWila EXHAUST GRILLE OPENING SIZE INDICATED IS NOMINAL GRILLE SIZE 507 —ATTIC 50 6 "x6" CEILING M302 BUILDING oiI/Rim EXHAUST GRILLE OPENING SIZE INDICATED IS NOMINAL GRILLE SIZE ATTIC —EXW 45 24 "x24" WALL M302 LOUVER SIZE INDICATED IS NOMINAL LOUVER SIZE 46 24 "x12" WALL M302 LOUVER SIZE INDICATED IS NOMINAL LOUVER SIZE ATTIC —EXR 44 14" DIA ROOF M302 FRESH AIR INTAKE DUCT SIZE INDICATED IS NOMINAL DUCT SIZE RECEIVED RECYCLING _ _ BUILDING 601 —SUF 31 SEE DWG FLOOR M401 A /M401 TRENCH DRAIN JUN 14 ZULU 32 2" DIA FLOOR M401 FLOOR DRAIN SIZE INDICATED IS DRAIN PIPE SIZE PERMIT CENTER 33 4" DIA FLOOR M401 METHANE VENT SIZE INDICATED IS NOMINAL PIPE DIAMETER 34 4" DIA FLOOR M401 METHANE VENT SIZE INDICATED IS NOMINAL PIPE DIAMETER 601 —EXR 35 4" DIA CEILING M401 4" METHANE VENT THRU ROOF SIZE INDICATED IS NOMINAL PIPE DIAMETER 36 4" DIA CEILING M401 4" METHANE VENT THRU ROOF SIZE INDICATED IS NOMINAL PIPE DIAMETER A w w w w w King County Department of Natural Resources and Parks Solid Waste Division A w w w A w A A w A A A • 753 9th Avenue N Seattle, WA 98109 (206) 286 -1640 www.kpg.com 1117 Broadway Suite 501 Tacoma, WA 98402 (253) 627 -0720 �_ w w w w w w /BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT ARCHITECTURAL GENERAL OPENINGS SCHEDULE ba9i(p A A PROJECT NUMBER: C00405C09 SHT. OF: 325 619 DRAWING NUMBER: AO 17A CD PHASES \A_A018_SCHD_IN.dwg 10:27am — P: \0239.2 — RWBECK BOW LAKE TS PHASE II \PH2_r. 0 0 N INTERIOR FINISH SCHEDULE NO. ROOM / AREA NAME CONCRETE SEALED CONCRETE (POLISHED CONCRETE w F- z w __-7J C w CC (RECESSED ENTRANCE MAT (CARPET TILE 1 I4" RESILIENT COVE (@ GWB WALL) I I EAST WALL WEST BAMBOO WAINSCOT (B/A199) o GWB TYPE /4COUSTICAL TILE 1 () 1 1SUSPENDED ACOUSTICAL TILE EXPOSED STRUCTURE/ UNFINISHED 1 " 1 I- LT L p (/) NOTES GWB TYPE CONCRETE (METAL SIDING PANELS 1GWB TYPE m CONCRETE v (METAL SIDING PANELS I 1 1GWB TYPE 1(„I 1CONCRETE METAL SIDING PANELS I =I IGWB TYPE (CONCRETE METAL SIDING PANELS I ~I RESILIENT WAINSCOT _ L GWB TYPE -.. CONCRETE COMPACTOR LEVEL — ISO BUILDING BAMBOO WAINSCOT (B/A199) GWB TYPE `' `' '' EXPOSED STRUCTURE/ UNFINISHED SOFFIT I CO1 COMPACTOR BAYS 401 PROCESSING FLOOR 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 'SEE INTERIOR ELEVATIONS A221 SCALE FACILITY — SCALEHOUSE 501 CONTROL ROOM • • 1 1 1 1 • • S. INTERIOR ELEVATIONS A123 CO1A COMPACTOR BAY EXT. • 502 BREAK AREA • ■ • 2A _ 2A 2A • S INTERIOR ELEVATIONS A123 CO3 VESTIBULE • 503 • • 2B • 2B 1 2B 1 2B 1 2B ' E NOTE 1 C04 ELEVATOR MACHINE ROOM • SEE NOTE 1 504 TOILET • 2B • j • 2A • • 2A 2A • • C05 ELECTRICAL • 505 SERVER CLOSET • • • • • 1 1 1 • C06 MECHANICAL • 506 STORAGE • • • 1 1 1 • C07 UNISEX TOILET • 507 • 2A 2A • 2A 2A 2A 2A • 2A 2A _2A C08 UNISEX TOILET • • 601 2A 2A 2A 2A • 2A CO9 BREAK ROOM • • SEE INTERIOR ELEVATIONS A403 2B WARMING ROOM 2B • • 2B • 2B 3 3 2B 3 3 Q.2. .,TILt,i. / - - h - - i._ . _ m ■ m m.r - ----- STORAGE = -1 - -1 -- - - 2A - - - -- — M / MM ■_ EQUIPMENT LEVEL — TSO BUILDING 2A 101 VESTIBULE • • • 1 1 1 1 • J 1 SEE NOTE 1 102 MULTI — PURPOSE • • 1 _ 1 1 1 • • • 103 EXIT PASSAGEWAY • • • 1 1 1 1 • 1 SEE NOTE 1 S T • _ 105 RISER ROOM • • 2A • 2A 2A • R 106 MISTING ROOM • • • 2A 2A • 107 HPU ROOM • • 3• 3 3 3 3 108 DUST COLLECTOR ROOM • • • 3 • 3 3 • • 109 LOADING AREA • • 2A • 2A 2A • 2A • • 110 UNISEX TOILET • • 2A 2A 2A 2A • 2A 116 UNISEX TOILET _ • • 2A 2A 2A 2A • 2A 117 EPSS • • 3 3 �3 3 3 11: MECHA ICAL R00 • • 1 1 • • 119 EXIT PASSAGEWAY • • 1 1 _ 1 1 111 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 14" RESILIENT COVE (@ GWB WALL) 1GWB TYPE (CONCRETE (METAL SIDING PANELS 1GWB TYPE CONCRETE METAL SIDING PANELS GWB TYPE (CONCRETE METAL SIDING PANELS GWB TYPE -.. CONCRETE METAL SIDING PANELS RESILIENT WAINSCOT BAMBOO WAINSCOT (B/A199) GWB TYPE ACOUSTICAL TILE SUSPENDED ACOUSTICAL TILE EXPOSED STRUCTURE/ UNFINISHED SOFFIT I NORTH PROCESSING AREA — TRANSFER BUILDING 401 PROCESSING FLOOR 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 'SEE INTERIOR ELEVATIONS A221 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 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 • • NOTES: 1. REFER TO RECESSED SCHEDULE, A019, FOR RECESSED ENTRY MAT DETAILS. 2. REFER TO STRUCTURAL DRAWINGS FOR TOP OF CONC HEIGHT. REVIEWED FOR CODE COMPLIANCE APPPOVED AU6 10 2010 City of Tukwila BUILDING DIVISION lea ((011 RECEIVED JUN 14 2010 PERMIT CENTER 6079 REGISTERED ARCHITECT DOUGLAS L. BRINLEY STATE OF WASHINGTON DESIGNED S. FISCHER DRAWN J. PALMER D 6/10/10 CC DB FINAL ISSUED FOR CITY OF TUKWILA PERMITS C 1/8/10 cc DB MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" B 1/8/10 cc DB RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS A 7/31/09 CC DB ISSUED FOR CITY OF TUKWILA PERMITS REV DATE CHK'D APP'D REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division IC.11PG. 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 INTERIOR FINISH SCHEDULE PROJECT NUMBER: C00405C09 SHT. 326 OF: 619 DRAWING NUMBER: A018 Cr a CC X W cnO 0 w U �-I S w a 0_ w O CO O W CO N ND N O E aD N O O 0 N FIRE EXTINGUISHER SC -EDULE NO. LOCATION TYPE MOUNT NOMINAL SIZE W x L x H NOTES GRATE FRAME 1MULTI- PURPOSE DRY CHEMICAL (HALOGENATED GAS (BRACKETS CABINET - SEMI- RECESSED 1. MOUNTING HEIGHT IS 4' -0" AFF TO CENTER OF LATCH ON BRACKETS AND HANDLE ON CABINETS. COMPACTOR LEVEL — TS0 BUILDING FE001 COMPACTOR BAY EXT CO1A • • (GRATE OPEN FE002 COMPACTOR BAY CO1 • PAINT • FACTORY STEEL I FE003 ELECTRICAL C05 • GALVANIZED • FE004 COMPACTOR BAY CO1 • COMPACTOR BAYS CO1 COMPACTOR BAYS CO1 • 3'- 0 "x2' -0" 3'- 0'x2' -0" • • FE005 STAIR A • 1 • 1 • • 1 FE006 TOP LOAD BAY CO2 • • 1/A188 1/A188 FE007 COMPACTOR BAY CO1 • TOP LOAD BAY CO2 • 3'- 0'x2' -0" • FE008 BREAK ROOM C09 • • FE009 COMPACTOR BAY CO1 • • 1/A188 EQUIPMENT LEVEL — TSO BUILDING FE101 RISER ROOM 105 • 9'- 6 "x9' -5" • • FE102 MULTI — PURPOSE 102 • • • FIRE —RATED FE103 HPU ROOM 107 • • • R005 FE104 HPU ROOM 107 • • FE105 LOADING AREA 109 • • FE106 LOADING AREA 109 • — • --006 UNISEX TOILET C08 FE107 LOADING AREA 109 • • _ TIPPING & RECEIVING LEVEL — TRANSFER BUILDING FE112 TIPPING FLOOR 112 • • FIRE —RATED FE113 TIPPING FLOOR 112 • UI MENT �.EVVL " — "TS1� IlUILDII\'G " " " ✓� ' " " " `' -4 J sf 4 " " '' ‘' ` • R101 OUTSIDE TOILET 116 FE114 TIPPING FLOOR 112 • • FE115 TIPPING FLOOR 112 • • • FE116 TIPPING FLOOR 112 • • UNISEX TOILET 116 FE117 TIPPING FLOOR 112 • • FE118 RECEIVING FLOOR 111 • • FE119 RECEIVING FLOOR 111 • R103 • SEE PLAN FE120 RECEIVING FLOOR 111 • • FE121 RECEIVING FLOOR 111 • • FE122 RECEIVING FLOOR 111 • VESTIBULE 101 • 8' -9 "x18' -6" TS0 LEVEL — TS0 BUILDING FE201 STAIR B • • FIRE —RATED FE202 MEN'S LOCKER 216 • • • FE203 WOMEN'S RESTROOM 212 • 3'- 0'x2' -0" • • • FE204 HALL 219 • • • FE205 STAIR A • 1/A188 • FIRE —RATED FE206 BREAK ROOM 210 • • • • FE207 HALL 220 • • • FE208 CONFERENCE 203 • 5/A188 • RISER ROOM 105 FE209 SERVER 206 • • FIRE — RATED NORTH PROCESSING AREA FE401IPROCESSING FLOOR 401 I. 1 I. 1 I SCALE FACILITY — SCALEHOUSE FE501 BREAK AREA 502 • • — FE502 EQUIP ROOM 505 • SEE PLAN • • RECYCLING BUILDING FE601IRECYCLING AREA 601 1• 1 1 1• 1 6079 REGISTERED ARCHITECT DOUGLAS L. BRINLEY STATE OF WASHINGTON DESIGNED FLOOR RECESS SCHEDULE NO. LOCATION DESCRIPTION NOMINAL SIZE W x L x H TypE GRATE FRAME PLAN NOTES MATERIAL FINISH MATERIAL FINISH DETAIL (GRATE OPEN (STEEL (RUBBER PAINT GALVANIZED I FACTORY STEEL I z J Q PAINT GALVANIZED FACTORY. I COMPACTOR LEVEL — TSO BUILDING R001 COMPACTOR BAYS CO1 COMPACTOR BAYS CO1 BOOT WASH BOOT WASH 3'- 0 "x2' -0" 3'- 0'x2' -0" • • 1 • • 1 1 1 • • 1 • • 1 I 1 • • 1/A188 1/A188 R002 R003 TOP LOAD BAY CO2 BOOT WASH 3'- 0'x2' -0" • • • • • 1/A188 R004 VESTIBULE CO3 ENTRANCE MAT 9'- 6 "x9' -5" • • • • • 5/A188 R005 UNISEX TOILET C07 SEE PLAN • — SLOPE TO FLOOR DRAIN --006 UNISEX TOILET C08 SEE PLAN • _ — SLOPE TO FLOOR DRAIN E UI MENT �.EVVL " — "TS1� IlUILDII\'G " " " ✓� ' " " " `' -4 J sf 4 " " '' ‘' ` J '' , R101 OUTSIDE TOILET 116 BOOT WASH 3'- 0'x2' -0" • • • • • 1/A188 R102 UNISEX TOILET 116 SEE PLAN • — SLOPE TO FLOOR DRAIN R103 HPU ROOM 107 SEE PLAN • — SLOPE TO FLOOR DRAIN R104 VESTIBULE 101 ENTRANCE MAT 8' -9 "x18' -6" • • • • • 5/A188 R105 102 — EXTERIOR BOOT WASH 3'- 0'x2' -0" • • • to • 1/A188 R106 EXIT PASSAGEWAY 103 ENTRANCE MAT 4' -8 "x13' -0" • • • • • 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'— O'x2' -0" • • • • 1/A188 R110 EXIT PASSAGEWAY 119 ENTRANCE MAT 4'- 8 "x6' -0" • • • • • 5/A188 ..,. ... �, -.,• - ;0 ; 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 O' -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 IHALL 503 (ENTRANCE MAT 1 6'-0"x4'-4" 1 1• 1 1. 1 1 1 1• 1 1. 1 11 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 • — ISLOPE TO FLOOR DRAIN REVIEWED FOR CODE COMPLIANCE APPROVED AUG 10 2010 City of Tukwila BUILDING DnrlslnN tocH1DLl RECEIVED JUN 14 2010 PERMITCENTER C. CONWAY DRAWN J. PALMER D 6/10/10 CC DB FINAL ISSUED FOR CITY OF TUKWILA PERMITS C 1/8/10 cc DB MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" B 1/8/10 CC DB RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS A 7/31/09 CC DB ISSUED FOR CITY OF TUKWILA PERMITS REV DATE CHK'D APP'D 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 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT ARCHITECTURAL GENERAL FIRE EXTINGUISHER & FLOOR RECESS SCHEDULES PROJECT NUMBER: C00405C09 SHT. 327 OF: 619 DRAWING NUMBER: A019 w 0 J 0 0 0 0 w vJ C!) J Z 0' Z J W I— (n 0 0 Cn W (n CL CD I N S W W (n CL (n W 0 CO U W m tY 0) I) N 0 E 0 N 0 0 N 0 a) ACCESSORY <EY 2 3 4 5 7 8 9 10 11 12 13 14 15 16 17 18 TRANSPORT PNEUMATIC TUBE SYSTEM, CUSTOMER UNIT INBOUND CARD READER KIOSK OUTBOUND CARD /RECEIPT KIOSK WEIGHT DISPLAY TRANSACTION DISPLAY VEHICLE EXHAUST FAN POLE MOUNTED CAMERA (SECURITY) BUILDING MOUNTED CAMERA VEHICLE GUARDRAIL WALK GRATE FLAG POLE (RESERVED) POLE MOUNTED CAMERA (TRAFFIC MANAGEMENT) PAINTED STRIPING TRAFFIC SIGNAL BARRIER GATE BOLLARD TRANSPORT PNEUMATIC TUBE SYSTEM, TELLER UNIT BYPASS LANE PLANTER MM Y. MM MUM .... mot i sammaii PLANTER MMMMM i•• 1 OPEN PIT PLANTER TREE WITH 7 (6) CAMERAS (SECURITY) 13 (1) CAMERA (TRAFFIC MANAGEMENT) LIGHT POLE PLANTER Ir- �I I— Hi 12' —0" tossismasmi .............1 WOO . IEt1I • ..il........; riN MUMMER •• SWAM I LOAD CELL ......ii U 0 0 QI W 6 0 0 U L.� N W F- LU Y U w CO N ND N O E a N Nr 0 0 0 ROOM <EY RM NO RM NAME AREA PLAN INT ELEV ( 501 ) CONTROL ROOM A/361 ( 502 ) BREAK AREA C /A301 C/A361 (, 503 ) HALL B/A361 ( 504 ) TOILET C/A301 D/A361 ( 505 ) SERVER CLOSET E/A361 ( 506 ) STORAGE F/A361 ( 507 ) ELECTRICAL * FIRE EXTINGUISHER, SEE FIRE EXTINGUISHER SCHEDULE, A019 \OTES: 1. REFER TO DRAWING A300 FOR ACCESSORY KEY INDICATED OUTSIDE OF THE SCALE HOUSE. SYMBOL: 2. REFER TO SECTION 10 0600 — ACCESSORY, FIXTURE AND APPLIANCE SCHEDULE FOR ACCESSORY KEY INDICATED INSIDE OF THE SCALE HOUSE. SYMBOL: 3. USING 2 -1/2" STUDS 8' -0" 2' -6" 2' -0" it 3' -6" f — OVER CABINETS —6" F.0. CONC FDN IIR.O. A A321 am II 10 � 7aff711111111� i s ICI M I 18 " 11111 M111 ABOVE & BELOW WINDO D/A312 SCALE NO FAN, SEE M EC H 2' CRAW CE ACC EL IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII _1■1111111(1111�1111 II WORK STATION" 20 0 0 -EqIlllllwoIIIIIIE D506 506 ) $Iu.....I U 11 I I I1IIIIIII R ROOF LINE ABOVE CANOPY ABV FAN, SEE ■11111111111111 __ FE502 illlllllllllllllll m : Illlll o lllllon. �illllllll�lllllllllll11 CALE NO. 1 6'x4' -5" WALK —OFF MAT WALK GRATE LOAD CELL II J 000 0 L —_ ABOVE o' —0 502 J, ` -SASE; CAB,<NJETS- F t ye- 5' -2 S --t> -- FE501 SHELVES ABOVE MTL CLOSURE @ EDGES, TYP 7' -0" „ r —4 1' -4" 504 6079 REGISTERED ARCHITECT 2f DOUGLAS L BRINLEY STATE OF WASHINGTON DESIGNED AREA FLOOR PLAN BREAK AREA & TOILET SCALE FACILITY SCALE: 1/2" = 1' -0" N \ SEE NOTE 2 1 1 1 1 7 D r N 1 SEE NOTE 2 0 HSS BEAMS, SEE STRUCTURAL R.O. „ CANOPY GRATING FLOOR PLAN SCALEHOUSE SCALE FACILITY SCALE: 1/4" = 1' -0" RADIANT HEATER 2X4 CEILING GRID RADIANT HEATER CD N) REVIEWED FOR CODE COMPLIANCE APPROVED AUG 10 2010 City of Tukwila BUILDING DIVISION EQUIP ACCESS HATCH /STAIR REFLECTED CEILING PLAN SCALEHOUSE SCALE FACILITY SCALE: 1 /4" = 1' -0" b 0 ci•-1 1/4 " =1' -0" MTL SOFFIT PANELS RECEIVED JUN 14 2010 PERMIT CENTER 2 0 2 4 6 8 • Scale 10 Feet R. ABE DRAWN S. FISCHER D 6/10/10 C 1/8/10 CC CC DB FINAL ISSUED FOR CITY OF TUKWILA PERMITS DB MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" B 1/8/10 CC DB RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS A 7/31/09 CC DB ISSUED FOR CITY OF TUKWILA PERMITS REV DATE CHK'D APP'D REVISION DESCRIPTION La 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 SCALE FACILITY FLOOR 8c REFLECTED CEILING PLANS PROJECT NUMBER: C00405C09 SHT. 421 OF: 619 DRAWING NUMBER: A301 z - - -• -SEA - NOTE 2 —_ SHELVES ABOVE MTL CLOSURE @ EDGES, TYP 7' -0" „ r —4 1' -4" 504 6079 REGISTERED ARCHITECT 2f DOUGLAS L BRINLEY STATE OF WASHINGTON DESIGNED AREA FLOOR PLAN BREAK AREA & TOILET SCALE FACILITY SCALE: 1/2" = 1' -0" N \ SEE NOTE 2 1 1 1 1 7 D r N 1 SEE NOTE 2 0 HSS BEAMS, SEE STRUCTURAL R.O. „ CANOPY GRATING FLOOR PLAN SCALEHOUSE SCALE FACILITY SCALE: 1/4" = 1' -0" RADIANT HEATER 2X4 CEILING GRID RADIANT HEATER CD N) REVIEWED FOR CODE COMPLIANCE APPROVED AUG 10 2010 City of Tukwila BUILDING DIVISION EQUIP ACCESS HATCH /STAIR REFLECTED CEILING PLAN SCALEHOUSE SCALE FACILITY SCALE: 1 /4" = 1' -0" b 0 ci•-1 1/4 " =1' -0" MTL SOFFIT PANELS RECEIVED JUN 14 2010 PERMIT CENTER 2 0 2 4 6 8 • Scale 10 Feet R. ABE DRAWN S. FISCHER D 6/10/10 C 1/8/10 CC CC DB FINAL ISSUED FOR CITY OF TUKWILA PERMITS DB MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" B 1/8/10 CC DB RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS A 7/31/09 CC DB ISSUED FOR CITY OF TUKWILA PERMITS REV DATE CHK'D APP'D REVISION DESCRIPTION La 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 SCALE FACILITY FLOOR 8c REFLECTED CEILING PLANS PROJECT NUMBER: C00405C09 SHT. 421 OF: 619 DRAWING NUMBER: A301 z N N) N O E N CONT FLASHING NEOPRENE PROFILE CLOSURE GRATING SEE STRUCT GRATING SUPPORT HSS, SEE STRUCT 1-1/2"x1/8'' MTL PLATE WELDED TO TUBE ALL AROUND SEALANT & BACKER ROD @ HSS TUBE, TYP ALL AROUND NEOPRENE PROFILE CLOSURE ' I. SIDING TYPE 1 WALL OPENING DETAIL SCALEHOUSE SOUTH SCALE FACILITY SCALE: 3" = 1' -0" WF STEEL BEAM SIDING TYPE 2 HM DOOR HM SILL FRAME r. hr) 0 m 50' -0" 4 1' -6" ffiAllialillA .L mu ....0M: . :: 11 .....I..... NM ON • 7.......i .Ii t mar mu 1 1. 1 ON ■ 111.■■.\.■■■■■■■■■■ ■■.1 ON I INN MMMM AM ►...........1 111 II ■11.......\. \.........1 ON 1 ■ 1 ■11 ♦ ■ ON I......... ■ \. \I ON MMMMMM ■ ■■■ ■ ■■\..■ ■1 ON 1 ■11 ..............\\\`1 III .................. ►I MI , C I I� ... I ■II... ■■■■■■ ■■■■■■■/ ON 1 ON MI r ' mow MI . ■ ■1I. ■ ■■■■■■■■■ / ■ru....1 MII..........M.G 1 ...... iii.......Wi........i MI ■ ON 7.iuu.uu.1 ON ■ ■11..■■I.∎......■.. ■..1 iii.. 1 1 1 1 ON I......ENNUI ■1I ■I: ALMA_ MI MM um... MMMMM MILOMONI MTL GRATING CONT METAL STIFFENER AS REQUIRED METAL GRATING, SEE STRUCTURAL ..... ........::I- a.u......u...UN.i 1Ir. .L.1 1 MINN- ANM ......•O.6 /U. ■1 WF STEEL BEAM NEOPRENE PROFILE CLOSURE FLASHING W /DRIP EDGE STEEL TUBE BEAM BEYOND MTL FLASHING W /DRIP EDGE NEOPRENE PROFILE CLOSURE SIDING TYPE 1 GRATING DETAIL SCALEHOUSE SOUTH SCALE FACILITY SCALE: 3" = 1' -0" SIDING TYPE 2 1 A381 GUTTER RAIN LEADER RAIN LEADER SLOPE 1:12 MTL ROOFING N C 00 RAIN LEADER 14" 0 AIR INTAKE GUTTER oo ANGLE, SEE STRUCT DRAWINGS GUTTER ROOF PLAN SCALEHOUSE SOUTH SCALE FACILITY SCALE: 1/4" = 1' -0" GRATING DETAIL GRATE, SEE STRUCT DRAWINGS HSS TUBE, SEE STRUCT DRAWINGS 1 SCALEHOUSE SOUTH SCALE FACILITY SCALE: 3" = 1' -0" A302 FREE COMPLIANCE APPROVED kb 10 2010 City of Tukwila BUILDING DIVISinn' 1/4"=V-0" 2 0 Scale RECEIVED JUN 14 2010 PERMIT CENTER 2 4 6 8 10 Feet 6079 \REGIs--RED ARCHITECT DOUGLAS L. BRINLEY STATE OF WASHINGTON DESIGNED R. ABE DRAWN S. FISCHER D 6/10/10 CC DB FINAL ISSUED FOR CITY OF TUKWILA PERMITS C 1/8/10 cc DB MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" B 1/8/10 cc DB RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS A 7/31/09 CC DB ISSUED FOR CITY OF TUKWILA PERMITS REV DATE CHK'D APP'D REVISION DESCRIPTION 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 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT SCALE FACILITY ROOF PLAN & DETAILS PROJECT NUMBER: C00405C09 SHT. 422 OF: 619 DRAWING NUMBER: A302 C!) 1-- W 0_ J LL 0 0 0 LL 0 W ( ) (1) z LL U) W Crl rM U I N 2 W () W 1- O U N N E N) 0 0 N N GAS v ITI CATI O \ SYST PERFOR v A \CE ALL GEOTEXTILE DUCTS RUNNING HORIZONTALLY HAVE A MINIMUM SLOPE OF 1/8 INCH PER 12 INCHES. 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\ <EY SYMB DESCRIPTION 4" DIA VENT TO ROOF GAS COLLECTION DUCT EXTENT OF METHANE MITIGATION SYSTEM METHANE MITIGATION SYSTEM UNDERSLAB INSULATION VENT TO ROOF EXTENT OF METHANE MITIGATION SYSTEM SUBGRADE GAS COLLECTION DUCT, DUCT THRU CONC .WALL,_SFF_ VENT PIPING UNDER SCALE HOUSE FLOOR (ABOVE CRAWL SPACE SLAB) METHANE BARRIER PLAN SCALEHOUSE SCALE: 1 /4" = 1' -0" REVIEWED FOR CODE COMPLIANCE APPROVED AUG 10 2010 City ofTukwila BUILDING DIVISION p09%- U9L( 2 1/4"=V-0" NM 0 Scale RECEIVED JUN 14 2010 PERMIT CENTER 2 4 6 8 10 6079 REGISTERED ARCHITECT DOUGLAS L. BRINLEY STATE OF WASHINGTON DESIGNED R. ABE DRAWN D. DEAN D 6/10/10 CC DB FINAL ISSUED FOR CITY OF TUKWILA PERMITS C 1/8/10 CC DB MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" B 1/8/10 CC DB RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS A 7/31/09 CC DB ISSUED FOR CITY OF TUKWILA PERMITS REV DATE CHK'D APP'D REVISION DESCRIPTION IA 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 SCALE FACILITY METHANE BARRIER PLAN PROJECT NUMBER: Feet C00405C09 SHT. OF: 423 619 DRAWING NUMBER: A303 NAI ISSUED FOR CITY OF TUKWILA PERMITS w w QI w Q U -I W 1- 0 co U W m o N N) E v 0 0, 0 AES SCALE #4 AES SCALE #3 D509 MECHANICAL ACCESS PLATFORM AES T 5-0„ ,1 7 SCALE #1 111 11 L1 PNEUMATIC TUBE \ 1 ly PIPE GUTTER RAI N LEADER, 2 "x4" SIGN 503 -5 EXHAUST FAN SEE MECH DWG SOUTH ELEVATION A AES WALK GRATE SCALEHOUSE SOUTH SCALE FACILITY SCALE: 1/4" = 1' -0" GUTTER RAIN LEADER, 2 "x4" GUTTER RAIN LEADER, 2 "x4" SIGN 507 -1 AES SCALE #3 EXHAUST FAN SEE MECH DWG RAIN LEADER DISCHARGE NORTH ELEVATION A301 AES SCALEHOUSE SOUTH SCALE FACILITY SCALE: 1/4" = 1' -0" A301 SCALE #4 11 SCALE #2 AES LEGEND SIDING TYPE 1 SIDING TYPE 2 CONCRETE VEHICLE GUARDRAIL SEE STRUCT & CIVIL DWG REEVIEWED FOR �D COMPLIANCE APPROVED AU6 0 2010 City of Tukwila BUILDING DIVISIOM RECEIVED JUN 14 2010 PERMIT CENTER NOTES: AES INDICATES ARCHITECTURALLY EXPOSED STEEL AS SPECIFIED. AES AT THE EXTERIOR OF THE SCALE HOUSE IS LIMITED TO: 1. THE MECHANICAL ACCESS PLATFORM FRAMING ON THE SOUTH FACADE. 2. HANDRAILS AND GUARDRAILS. 6079 RTE ARCHIEGISTECT RED n n DOUGLAS L. BRINLEY STATE OF WASHINGTON DESIGNED R. ABE DRAWN S. FISCHER D 6/10/10 CC DB FINAL ISSUED FOR CITY OF TUKWILA PERMITS C 1/8/10 CC DB MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" B 1/8/10 CC DB RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS A 7/31/09 CC DB ISSUED FOR CITY OF TUKWILA PERMITS REV DATE CHK'D APP'D REVISION DESCRIPTION Ian Lim 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 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT SCALE FACILITY EXTERIOR ELEVATIONS & PLAZA SECTIONS NORTH Sc SOUTH PROJECT NUMBER: C00405C09 SHT. OF: 424 619 DRAWING NUMBER: A31 1 FINAL ISSUED FOR CITY OF TUKWILA PERMITS 0 w J W I N K) QI W N S W 2 0_ (/) W 0 m U W CN ro N O E 0 ro 0 0 0 N DOUGLAS L. BRINLEY STATE OF WASHINGTON MECHANICAL PLATFORM —O" TOC 269 —0 RAIN LEADER AES • --r - , :;1! i 5 { SCALE NOT SHOWN FOR CLARITY EAST ELEVATION SCALEHOUSE SOUTH SCALE FACILITY SCALE: 1/4" = 1' -0" RAIN LEADER 12 1 SLOPE RAIN LEADER AES f LEGEND IEIEWEDFoR ` PPROVE�p E wG 10 1010 dYofTukwda DIN(; nnne�n.� DING DIVIq,n,, MECHANICAL PLATFORM 280 —0 WEST ELEVATION SCALEHOUSE SOUTH SCALE FACILITY SCALE: 1/4" = 1 ' -0" SIDING TYPE 1 SIDING TYPE 2 CONCRETE bo9%j(pLi SCALE NOT SHOWN FOR CLARITY \OTES: RECEIVED JUN 14 2010 PERMIT CENTER AES INDICATES ARCHITECTURALLY EXPOSED STEEL AS SPECIFIED. AES AT THE EXTERIOR OF THE SCALE HOUSE IS LIMITED T0: 1. THE MECHANICAL ACCESS PLATFORM FRAMING ON THE SOUTH FAQADE. 2. HANDRAILS AND GUARDRAILS. DESIGNED R. ABE DRAWN S. FISCHER D 6/10/10 CC DB FINAL ISSUED FOR CITY OF TUKWILA PERMITS C 1/8/10 cc DB MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" 8 A 1/8/10 7/31/09 cc CC DB DB RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS ISSUED FOR CITY OF TUKWILA PERMITS REV DATE CHK'D APP'D REVISION DESCRIPTION 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 SCALE FACILITY EXTERIOR ELEVATIONS EAST 8c WEST PROJECT NUMBER: C00405C09 SHT. OF: 425 619 DRAWING NUMBER: A312 0 J m U w w a 0 U -I co ODS 0 w O U W Q; N E 0 N 0) CD CONCRETE ON METAL DECK SUSPENDED ACOUSTICAL CEILING SYSTEM 0 ROUGH OPENING .1 _ 1 ' -7Y" �( 2 STAIR ELEVATION D EAST /WEST SECTION SOUTH SCALE HOUSE SCALE: 3/4" = 1' -0" A321 6079 REGISTERED ARCH ITEEC,T� DOUGLAS L. BRINLEY STATE OF WASHINGTON DESIGNED D SIDING TYPE 1 SIDING TYPE 1 di MECHANICAL PLATFORM TOC 280 -0" T2g CONCRETE MECHANICAL PLATFORM ACCESS LADD ER FRAME, BY MANUFACTURE BIRD DETERRENT SCALE #1 SCALE #3 >/1:/:2\‘/:\\\\°/'\///////`/::!/\\-\\\>)://////\\\/' \"//\///` \'/`' \ \,� SECTION NORTH /SOUTH SECTION SOUTH SCALE HOUSE SCALE: 1 /4" = 1' -0" A A301 SUSP CEILING, TYP HANDRAIL DDEN ACCES ER BIRD DETERRENT SIDING TYPE 2 SIDING TYPE 1 rrttt #!!#!#!!#!#tl riiM i lt itl t t! l l rtiErl rjtl � ltlrh4�i�ltlt!'�i�l�r!Iill.! tart+ trrt Irrr 1►:► r�t!►l+l t�rht #tlt�ltltfr #t!t #lrtlthl�� SERVER CLOSET 505 ) MECHANICAL EQUIPMENT \ \\ \ \ / / \ \ \'. j \ \j` \ / \ j TOILET ROOM EXHAUST FAN /1/� \V,\.%//4///,.\//,\//////, \ \ / i / / \ / i \ //`//\"A, � \ / / \ / \ \ / /`, \ \ \ /\�, / /\/ / / \ / / \ / /i`}ii\ \/\ SEE IEWED FOR APPROVED E � PROVED AUG 10 2010 BUILof Tukivia DING DIVISION t!##t#t# �# �rt i�lt# t#t# �#t# �+ it irlt jr# r #tl�tfltltlt # ►l�iti�� #!�#.t # #�� tttt�r�... tt rtttr #t!t #: #!:!i #,il�lt #f!t #1► 1 ATH WHEN DER IS DED / SIDING TYPE 2 24 "x24" CRAWL SPACE ACCESS HATCH ECHANICAL PLATFORM ti�t:ttttttttrtttNr l l##1 :4E#!!lliiilrl AMIitW,14 DISSAPEARING ACCESS STAIR ! i ! ! ! r !' ! !, i 1 SIDING TYPE 1 PENDED CEILING SIDING TYPE 2 3RE ARE TOILET 504 ) SERVER CLOSET 505 STORAG CRAWL SPACE SIDING TYPE 2 SIDING TYPE 2 SLOPE FLOOR ACCESS TC NORTH /SOUTH SECTION SOUTH SCALE HOUSE SCALE: 1/2" = 1' -0" 7/ SECTION EAST /WEST SECTION SOUTH SCALE HOUSE SCALE: 1 /4" = 1' -0" R. ABE DRAWN S. FISCHER VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" D 6/10/10 CC DB FINAL ISSUED FOR CITY OF TUKWILA PERMITS C 1/8/10 cc DB MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION 8 1/8/10 cc DB RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS A 7/31/09 CC DB ISSUED FOR CITY OF TUKWILA PERMITS REV DATE CHK'D APP'D REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division KIP G. 753 9th Avenue N Seattle, WA 98109 (206) 286 -1640 www.kpg.com 1117 Broadway Suite 501 Tacoma, WA 98402 (253) 627 -0720 A301B A301 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT SCALE FACILITY BUILDING SECTIONS JUN 14 2010 PERMIT CENTER PROJECT NUMBER: C00405C09 SHT. 426 OF: 619 DRAWING NUMBER: A321 J z LL. 01 J 1- U w CO M QI cn W a 0 U • NI w Q 0_ w 0 OD C.) W OD CC N oi N) O E a 0 N Cr) GUTTER 12 1 SLOPE 1111111114 iragrar�iiiiiiiiii 1,101_ lir T.O. RUNNER TYPE 3 INSULATION R -4.2 SHEAR WALL SIDING TYPE 2 CONCRETE ON MTL DECK ON MTL JOISTS DRIP EDGE MTL DECK CEILING ON WEATHER BARRIER ON MTL JOISTS DOOR SIDING TYPE 1 MTL THRESHOLD T.O. CONC. FLOOR HALL 503 R -21 INSULATION SUSPENDED ACOUSTICAL CEILING TILES SLOPE CONCRETE FOUNDATION FOOTING R -20 RIGID INSULATION TYPE 6 R -10 RIGID INSULATION TYPE 1 0 WALL SECTION SCALEHOUSE SECTIONS SCALE: 3/4" = 1' -0" SIDING TYPE 2 NOTE 6" STUD MECHANICAL PLATFORM ACCESS DOOR TUBE STEEL BEAM MTL GRATING • VEHICLE APPROACH VIEW WINDOW CURB SIDING TYPE 1 CONCRETE FOUNDATION FOOTING BEAM. SEE STRUCT TYPE 3 INSULATION R -4.2 THRESHOLD OPP CONCRETE ON MTL DECK ON MTL JOISTS BEAM SEE STRUCT SUSPENDED ACOUSTICAL CEILING TILES CONTROL ROOM 503 BASE CONCRETE ON MTL DECK R -20 RIGID INSULATION TYPE 6 R -10 RIGID INSULATION TYPE 1 4- d WALL SECTION SCALEHOUSE SECTIONS SCALE: 3/4" = 1' -0" GUTTER T.O. RUNNER SIDING TYPE 2 T.O. FINISH FLOOR DRIP & TRIM @ CHANGE IN SIDING TYPE DOOR e 12 90 „- -. 1I SLOPE WM sus wow essessi nnisse!!!!!!!!!!!!!!!!!!!!!!!!!!6222 ����� sous ■i _•iiiii.iiiGii f"T ..!( UM -SflS&tJVSS11S -'' Or 1 14 . • 6C TYPE 3 INSULATION � � R -4.2 CONCRETE ON 1 , MTL DECK ON 1► 4 MTL JOISTS g'4 A381 ROOF JOIST flefffvfog _1 SIDING TYPE 1 MTL TRANSITION T.O. CONC FLOOR FOOTING SLOPE ELECTRICAL 507 44 R -21 TYPE 1A SUSPENDED CEILING SYSTEM R -20 RIGID INSULATION TYPE 6 R -10 RIGID INSULATION TYPE 1 d. d WALL SECTION SCALEHOUSE SECTIONS SCALE: 3/4" = 1' -0" MTL FLASHING W/ DRIP EDGE SIDING TYPE 2 NOTE 6" STUD DRIP & TRIM @ CHANGE IN SIDING TYPE REVIEWED FOR CODE COMPLIANCE APPROVED kb 10 2010 BUILDING DI SCALE F Ai Be r:mom iii� �.iii.i. i... ........I 1......1 ■... u....ui Immo aim 1r Y jam 4 ��► r1 r ; r1. L 1, 1• ►� 1„ ��► A It L.— PINION P A 1 W1 ■ SIDING TYPE 1 10" SCALE PIT FOOTING At 1 b 0 9%.' ( (91i SLOPE i AID BIRD DETERRENT STANCHION TOILET 504 JOIST TYPE 3 INSULATION R -4.2 CONCRETE ON MTL DECK R -21 INSULATION CONC CURB CONCRETE ON MTL DECK FLOOR JOIST R -20 RIGID INSULATION TYPE 6 R -10 RIGID INSULATION TYPE 1 0 WALL SECTION 11111111111" /..!i u..1' uo1 ii 'INK111111 1111111419111=MMEN1 WNW" 4 d SCALEHOUSE SECTIONS SCALE: 3/4" = 1 ' -0" e RECEIVED JUN 14 2010 PERMIT CENTER 6079 REGISTERED ARCHITECT DOUGLAS L. BRINLEY STATE OF WASHINGTON DESIGNED R. ABE DRAWN S. FISCHER D 6/10/10 CC DB FINAL ISSUED FOR CITY OF TUKWILA PERMITS C 1/8/10 CC DB MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" B 1/8/10 CC DB RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS A 7/31/09 CC DB ISSUED FOR CITY OF TUKWILA PERMITS REV DATE CHK'D APP'D REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division x:PQ 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 SCALE FACILITY WALL SECTIONS PROJECT NUMBER: C00405C09 SHT. OF: 427 619 DRAWING NUMBER: A331 FINAL ISSUED FOR CITY OF TUKWILA PERMITS til ro uJ W U L.� N _ 0 W 1- 1- W 0 U w CO E 0 0 N 0) 0 U -1 A024 WEST FINISHED END PANEL B -9 AO24 C -2 AO23 GWB SOFFIT EAST FINISHED BACK PANEL B -9 A024 FINSHED END PANEL CONTROL ROOM 501 CD _ N 18 1-- 0 U C!) BAMBOO WAINSCOT SOFFIT NORTH FINSHED END PANELS GWB BASE B -5 A024 OPEN BAMBOO WAINSCOT 18 GWB 0 N 18 EAST BAMBOO WAINSCOT COUNTERTO WORKSPAC BAMBOO WAINSCOT WEST WB 18 BAMBOO WAINSCOT BASE, TIP CONTROL ROOM 501 SIGN 503 -4 TIME CLOCK KIOSK NORTH WORK STATION EXIT SIGN 503 -7 �- GWB 0 0) I BASE EAST SIGN 503 -6 GWB 8' -6" BASE SIGN 503 -3 SOUTH WEST 00 SCALEHOUSE INTERIOR ELEVATIONS SCALE: 1/4" = 1' -0" 00 GWB - 1 M EC H LOUVER SIGN 503 -1 ADA ACCESSIBLE LOCKER BASE GWB SIGN 503 -2 HALL 503 NORTH IF D 2. EAST SOUTH WEST TOILET 504 \OTES: 1. REFER TO SPECIFICATION SECTION 10 0600 — FOR ACCESSORY AND APPLIANCE SCHEDULE KEY. SYMBOL: NORTH GWB EAST GWB SCALEHOUSE INTERIOR ELEVATIONS SCALE: 3/8" = 1' -0" SOUTH WEST BASE STORAGE ROOM 506 F SCALEHOUSE INTERIOR ELEVATIONS SCALE: 1/4" = 1' -0" A301 U -1 U -2 A024 NORTH 0 A024 GWB SOFFIT B -1 A024 L_ FE501 FF QQ 4� W SIGN 502 -2 SIGN 502 -1 LO N) SOUTH PP GWB BASE, NP 0 V) SCALEHOUSE INTERIOR ELEVATIONS SCALE: 1/4" = 1' -0" RR CC 0 U -3 A024 WEST U -1 A024 B -3 A024 BREAK AREA 502 GWB SOFFIT RESIN PANEL BACKSPLASH BB FINISHED END PANEL REVIEWEDUE CODE COMP APPROVED AtJG 10 2010 Mot Tukwila BUILDING DWISInN NORTH GWB EAST BASE SCALEHOUSE INTERIOR ELEVATIONS SCALE: 1 /4" = 1' -0" SOUTH GWB 0 0) WEST SERVER ROOM 505 GWB RECEIVED JUN 14 2010 PERMIT CENTER BASE, TYP 6079 RTH ARCEGISITECT ERED DOUGLAS L. BRINLEY STATE OF WASHINGTON DESIGNED R. ABE DRAWN S. FISCHER D 6/10/10 CC DB FINAL ISSUED FOR CITY OF TUKWILA PERMITS C 1/8/10 CC DB MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" B 1/8/10 CC DB RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS A 7/31/09 CC DB ISSUED FOR CITY OF TUKWILA PERMITS REV DATE CHK'D APP'D REVISION DESCRIPTION VI 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 SCALEHOUSE INTERIOR ELEVATIONS SCALE: 1/4" = 1' -0" BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT SCALE FACILITY INTERIOR ELEVATIONS PROJECT NUMBER: C00405009 SHT. 428 OF: 619 DRAWING NUMBER: A361 FINAL ISSUED FOR CITY OF TUKWILA PERMITS OTES: 1. FOR DOOR D509 JAMB IS SIMILAR TO HEAD DETAIL 3/A371. SIDING TYPE 1 i SEE NOTE 1 SHIM AS REQUIRED N DOOR WIDTH 0 0 HEAD DETAIL SCALE: 3"=1'-0" SHIM AS REQUIRED SILL DETAIL SCALE: 3"=1'-0" MTL DRIP FLASHING CONT SEALANT & BACKER ROD HM FRAME DOOR PER SCHED DOOR PER SCHED HM FRAME CONT SEALANT & BACKER ROD MTL DRIP FLASHING FIN FLOOR PER SCHED PLYWOOD HATCH DOOR MTL HATCH FRAME, PER MFGR FRAMING PER STRUCTURAL CRAWL SPACE 1 FIN FLOOR PER SCHED FLOOR HATCH DETAIL SCALE: 3 " =1' -0" MTL Z— TRANSITION SECURED TO CONC FLOOR WALK —OFF MAT CONCRETE MTL ANGLE @ HATCH OPENING A01 AO17 IIImmImumomin I∎ tsx TRANSITION DETAIL SCALE: 3 " =1' -0" CONC PLATFORM BATT INSULATION FRAMING PER STRUCTURAL SUSPENDED ACOUSTICAL CEILING TILE SUSPENDED CEILING SYSTEM FIN FLOOR PER SCHED MTL SUPPORT STRAPS ACCESS STAIR DTL. 0 FRAME FASTENED TO JOIST ( SCALE: 3"=1'-0" DISAPPEARING STAI R GASKET HATCH, FINISH THIS SIDE FIN FLOOR PER SCHED CONCRETE MTL ANGLE @ HATCH OPENING MTL TRIM FIN FLOOR PER SCHED FRAMING PER STRUCTURAL PLYWOOD HATCH DOOR GASKET MTL DOOR STOP PER MFGR CRAWL SPACE FLOOR HATCH DETAIL SCALE: 3 " =1' -0" SIDING TYPE 1 TYPE 3 INSUL R -4.2 w� OP WIDTH SEE SCHED DUCT SEE MECH BIRD SCREEN CONT SEALANT AND BACKER ROD BOTH SIDES MTL LOUVERS CONT FLASHING W /DRIP EDGE MTL SILL SIDING TYPE 1 TYPE 3 INSUL R -4.2 METAL PROFILE & NEOPRENE CLOSURE LOUVER HEAD /SILL DETAILED SCALE: 3"=1'-0" A017 SIDING TYPE 1 DUCT SEE MECH CONT BACKER ROD & SEALANT / MTL TRIM f MTL STUD BIRD SCREEN LOUVER JAMB DETAIL SCALE: 3 " =1' -0" CONT SEALANT & BACKER ROD SHIM AS REQUIRED LOUVER JAMB CONT TREATED BLOCKING TO SUIT ALL AROUND SIDING TYPE 1 SEE NOTE 1 SHIM AS REQUIRED DOOR WIDTH ITL WALK ;RATE JAMB DETAIL SCALE: 3 " =1' -0" CONT SEALANT & BACKER ROD DOOR PER SCHED MTL STUD PER SCHEDULE 2 JAMB DETAIL SCALE: 3"=1'-0" EXTERIOR HM FRAME DOOR LASHING W/ RIP EDGE THRESHOLD DETAIL SCALE: 3"=1'-0" DOOR SWEEP FIN FLOOR PER SCHED THRESHOLD SET IN BED OF SEALANT DOOR SWEEP THRESHOLD FIN FLOOR PER SCHED CONSTRUCTION JOINT THRESHOLD DETAIL SCALE: 3 " =1' -0" THRESHOLD SET IN BED OF SEALANT SIDING TYPE 2 MTL HEADER SHIM AS REQUIRED CONT TREATED BLOCKING TO SUIT ALL AROUND HEAD DETAIL SCALE: 3"=1'-0" CONT BACKER ROD & SEALANT DOOR PER SCHED 1 Y PART WIDTH Y2» A014 HEAD DETAIL SCALE: 3 " =1' -0" HM FRAME DOOR 2 A014 REVIEWED FOR CODE COMPLIANCE APPROVED AUG 10 2010 City of Tukwila BUILDING DIVISInn, HEAD DETAIL SCALE: 3"=1'-0" CONT BACKER ROD & SEALANT HM FRAME GROUT FILLED OR PER SCHED RECEIVED JUN 14 2010 PERMIT CENTER 6079 REGISTERED ARCHITECT DOUGLAS L. BRINLEY STATE OF WASHINGTON DESIGNED R. ABE DRAWN S. FISCHER D 6/10/10 CC DB FINAL ISSUED FOR CITY OF TUKWILA PERMITS C 1/8/10 CC DB MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" B 1/8/10 cc DB RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS A 7/31/09 CC DB ISSUED FOR CITY OF TUKWILA PERMITS REV DATE CHK'D APP'D REVISION DESCRIPTION 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 SCALE FACILITY DOOR DETAILS D69- E(Dq PROJECT NUMBER: C00405C09 SHT. OF: 429 619 DRAWING NUMBER: A371 H N N) 1 U) W Cl- CLU I N Q 1- w CO O U W E 0 M O 0 N aT O L a> a) r. 5/8" BAMBOO SILL W /EASED EDGES 2X WD NAILER SIDING TYPE 2 WINDOW SILL DETAIL WINDOW UNIT CONT BACKER ROD & SEALANT CD LLJ CD ° LLJ 0 o' ° NEOPRENE CLOSURE 6 SCALEHOUSE SCALE FACILITY SCALE: 3" = 1' -0" AO15 SIDING TYPE 2 CORNER BEAD TYP SILL BELOW MTL STUD CORNER BEAD CONT SEALANT & BACKER ROD c) 3" TRIM SHIM AS REQ MOTORIZED SERVICE WINDOW UNIT FIXED WINDOW WINDOW JAMB DETAIL 4 SCALEHOUSE SCALE FACILITY SCALE: 3" = V-0" 1■0.:1_5 SILL BELOW WINDOW JAMB DETAIL SCALEHOUSE SCALE FACILITY SCALE: 3" = 1' -0" N) MTL TRIM WINDOW UNIT SIDING TYPE 2 MTL HEADER CORNER BEAD GWB PER FIN SCHEDULE Lj. WINDOW HEAD DETAIL SCALEHOUSE SCALE FACILITY SCALE: 3" = 1' -0" SEALANT 5/8" BAMBOO SILL W /EASED EDGES 2X WD NAILER BAMBOO WAINSCOT ON GWB NEOPRENE CLOSURE WD NAILER EE MOTORIZED SERVICE WINDOW UNIT MOTORIZED SERVICE WINDOW UNIT WD NAILER — NEOPRENE CLOSURE SIDING TYPE 2 WINDOW SILL DETAIL SCALEHOUSE SCALE FACILITY SCALE: 3" = 1' -0" WED FOR APCCOMPLIANCE �ovFD AUG 10 2010 City of Tukwila BUILDING DIVISInm HEAD TRIM CLEATS AS REQ SIDING TYPE 2 MTL HEADER CORNER BEAD CONT SEALANT & BACKER ROD '00cr-- L( WINDOW HEAD DETAIL SCALEHOUSE SCALE FACILITY SCALE: 3" = 1' -0" CONT SEALANT & BACKER WINDOW UNIT RECEIVED JUN 14 2010 PERMIT CENTER 6079 REGISTERED ARCHITECT DOUGLAS L. BRINLEY STATE OF WASHINGTON DESIGNED R. ABE DRAWN S. FISCHER D 6/10/10 CC DB FINAL ISSUED FOR CITY OF TUKWILA PERMITS C 1/8/10 Cc DB MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" B 1/8/10 CC DB RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS A 7/31/09 CC DB ISSUED FOR CITY OF TUKWILA PERMITS REV DATE CHK'D APP'D REVISION DESCRIPTION LAI 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 SCALE FACILITY WINDOW DETAILS PROJECT NUMBER: C00405C09 SHT. OF: 430 619 DRAWING NUMBER: A372 (1) 2 w 0 J L.L 0 U 0 LL 0 w vJ CI) J Z L.L 01 0 -J H w Q 0 O CL _ w cn 1- w O O W m E 0 N) 0 0 METAL RAKE FLASHING BIRD DETERRENT STANCHION ROOF DETAIL SCALEHOUSE DETAILS SCALE: 3" = 1' -0" V) CORNER TRIM WALL DETAIL SCALEHOUSE DETAILS SCALE: 3" = V-0" —0" METAL STUDS MTL CORNER BEAD, TYP SS STRAINERS AT OUTLET TUBES GUTTER -CODREEVIE�WEP FOR IANCE APPROVED AUG 10 2010 City of BUILDING DIVISION Cityof Tukwt BUILDING DIVISION BIRD DETERRENT STANCI ROOF DETAIL SCALEHOUSE DETAILS SCALE: 3" = 1' -0" NEOPRENE CLOSURE SIDING TYPE 1 GUTTER & ROOF DETAIL SCALEHOUSE DETAILS SCALE: 3" = 1 ' -0" TOP OF CURB DRIP FLASHING CONCRETE WALL t?O9' - I Co y A SIDING TYPE 2 BASE AS SCHEDULED FINISH FLOOR AS SCHEDULED CONCRETE ON MTL DECK U na a WALL DETAIL FINISH FLOORING RIGID INSULATION FLOOR JOISTS, SEE STRUCT GID INRISULATION SCALEHOUSE DETAILS SCALE: 3" = 1 ' -0" A331 RECEIVED JUN 14 2010 PERMIT CENTER DOUGLAS L. BRINLEY STATE OF WASHINGTON DESIGNED R. ABE DRAWN S. FISCHER 6/10/10 CC DB FINAL ISSUED FOR CITY OF TUKWILA PERMITS c 1/8/10 cc DB MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" B 1/8/10 cc DB RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS A 7/31/09 CC DB ISSUED FOR CITY OF TUKWILA PERMITS REV DATE CHK'D APP'D REVISION DESCRIPTION Lig King County Department of Natural Resources and Parks Solid Waste Division 31EC.PGI. 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 SCALE FACILITY DETAILS PROJECT NUMBER: C00405C09 SHT. 431 OF: 619 DRAWING NUMBER: A381 i NAL ISSUED FORC ITY OF TUKWILA PERMITS RWBECK BOW LAKE TS PHASE ■iiiiiii11 iiiiiiiiii iiiiiirirl iiiiiiiiii BELOW E ro :1111111111 111111 laamn!LISS!muumuu L iiiil i(�+�7iii1• I %iota m _ .11 1111 IIIIIIIIIIIIIIIIIIIIIIIIIIIgII 11111 Him pin 1111111 niumumljImum 11 1 IIIIIIIIIllllll 1 - = 111111lIIIIl11111111 i d1111111111�� -�U $111111111111111111111 II1lllllllllllllllllli iiiiiiiiii a 1 7■iiiiii HII (iiiiiiiiii li i riiiiiil iiirriiii I iiiiiii•ii EM iii.i.iiil iiiiiiii.l b69\- l49 — REVIEWED F-01-1.-"' CODE COMPLIANCE A PPRfVe0 / 6 9 1 0 2 0 1 0 CitY Of Table BUILDINGDMAVAI RECEIVED JUN 14 2010 PERMIT CENTER PNEUMATIC TUBE LAYOUT SCALE PLAZA SCALE FACILITY SCALE: 1/8" = 1' -0" 1 /8 " =l' -0" 5 0 5 10 15 20 Scale Feet 6079 RED ARCHITECT EGIST RE DOUGLAS L. BRINLEY STATE OF WASHINGTON DESIGNED R. ABE DRAWN S. FISCHER D 6/10/10 CC DB FINAL ISSUED FOR CITY OF TUKWILA PERMITS C 1/8/10 cc DB MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" B 1/8/10 cc DB RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS A 7/31/09 CC DB ISSUED FOR CITY OF TUKWILA PERMITS REV DATE CHK'D APP'D REVISION DESCRIPTION 1.01 Lim 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 SCALE FACILITY PNEUMATIC TUBE SYSTEM DETAILS PROJECT NUMBER: 000405C09 SHT. 432 OF: 619 DRAWING NUMBER: A391 FINAL ISSUED FOR CITY OF TUKWILA PERMITS 01 0_ 0 J I J rei 0 cn CL bJ 0 U Li N LJJ V) LAJ CO 0 U Lil CCI ce M N 0 E •a N N 0 0 03 0 E WSDOT SCREENING BUFFER (BY OTHERS) SEE ISLAND CONCRETE PAD LAYOUT, SHEET L107. SEE BIKE RACK INSTALLATION LAYOUT, SHEET L107. SEE SEATING AREA LAYOUT, SHEET L107. 000 O v -.\ 0, ►Oi''`1�._�° oa° 1► ,.ri►'►'1'�11►411►101►1►1►41►41* •••• • �i► a►o∎►oo� ►�►oo , 41►� ►4►4N►4 ►S►4 ►t ► ■ •� - ••�i f .. /►.� ' 7�'•• •0 '' r.'O 6L►► ►0G000►40�►P►!''►nGr,' ► ► ► ► o ► r. ;.•o Apo. 7 /► /► 01 ►off 01,1 • AO. 0%00 4011114411f.r.: .. . STATE OF WASHINGTON REGISTERED HITECT Abdif ELIZA: H CI SON CERTIFICATE NO. 538 ART WORK DISPLAY AREA PLAN OVERALL LANDSCAPE PLAN SCALE: 1" = 50' 50 1"=50'-0" 0 50 Scale 100 Feet 1)O9%. NM LANDSCAPED AREAS WITHIN BOUNDARY TO RECEIVE TEMPORARY IRRIGATION, SEE SHEETS L121 —L125. REVIEWED �� APPROVED AUG 10 2010 City ofTiYa,* BUILDING DIVISION RECEIVED JUN 14 2010 PERMIT CENTER CALL 2 DAYS BEFORE YOU DIG 1- 800 - 424 -5555 SEE SHEET L106 FOR PLANTING SCHEDULE AND DETAILS DESIGNED LG /EM DRAWN EM D 6/10/10 CC EG FINAL ISSUED FOR CITY OF TUKWILA PERMITS C 1/8/10 VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" B 1/8/10 CC CC EG EG MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LEI IERS A 7/31/09 CC EG ISSUED FOR CITY OF TUKWILA PERMITS REV DATE CHK'D APP'D REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division !CPC* 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 OVERALL LANDSCAPE PLAN PROJECT NUMBER: C00405C09 SHT. 437 OF: 619 DRAWING NUMBER: L100 FINAL ISSUED FOR CITY OF TUKWILA PERMITS Cr 0 V] J I J 01 W 4 _ 0 0 U 1 N / d 0_ 1- W 0 1 m 2010 — 11:58am — P: \0239.2 WSDOT SCREENING BUFFER (BY OTHERS) EXISTING ACCESS ROAD STATE OF •WA INGTON 1ST R RIHIT T 'ELIZAti H G ::ON CERTIFI ATE 0. 538 DESIGNED t 40 ! G8 ' D D ! iT1`ll�C�i`►�•' p TAT _ • %, Oa" . s=. 4a��l►♦ ♦4►.ii��� 1746 4Ititt"* 44 - 414.:**•-• r�- PLAN LANDSCAPE PLAN 20 Scale 0 20 40 Feet t(pi4 C�IEVVED FOR APPROVED AU6 10 2010 �Y Nob BUILDING nM,........ . ofT D1VISION RECEIVED JUN 14 2010 PERMlTCENTER KEY MAP CALL 2 DAYS BEFORE YOU DIG 1- 800 - 424 -5555 SEE SHEET L106 FOR PLANTING SCHEDULE AND DETAILS LG /EM DRAWN EM VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" D 6/10/10 CC EG FINAL ISSUED FOR CITY OF TUKWILA PERMITS c 1/8/10 CC EG MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION B 1/8/10 CC EG RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS A 7/31/09 CC EG ISSUED FOR CITY OF TUKWILA PERMITS REV DATE CHK'D APP'D REVISION DESCRIPTION La 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 LANDSCAPE PLAN PROJECT NUMBER: C00405C09 SHT. 438 OF: 619 DRAWING NUMBER: L101 c/ 0 I- LL WSDOT SCRE (BY OTHERS WO , r• . GO a1 • i 1414,111%, 01% ■ µfr ,f X iviiztor4kA ,, 434#0-4Z0 \ \ tap a v "�/ C� A \ . t°,641.•/‘ ‘.40•40 - '-----* ♦ �� � • a♦ AIE T %:I � �,∎ c .. �w�T�T�Tw�►;• %,•�:c�: ' VI VAIYAVAVAT VAV;ft.. „ 40 e AyAVyA.AYAYAtkIvAifAixil,itr VAVAYA TAY ,T,,�w�T�T�T1►T�w1w�T�w1w�VA0 VAT ►T�wIT ®TA w �w �T 1►T1 T w T �� �' �� ' ® T w�w�w�T�T,�T�T�w�T�T�w,T T1T TAT/►Ti►TfT AT /► T, T► T i T T T w 1 i► T I w T TATAT,I►T ®Ti ►TATETAV TtA w AT, T T I► w� T w I► T w T ■ V T�TT�TT p A w�T�T�w�wl_w0 YAWN I NAY / w w i T� trAVAI r&VAV I I PA. Ati) ' ��t1 `1`■ ( • ..• Vig '4',1. 1i4! IP ` ri* :: ( .111:4 VIRP SP-'" WSZk ► (111 ►1�r t_i�n■;1i foriatAirli...7 ;; ■•v,� ■I`� ,i.- �ti�j•► i. --lap �►, wi41.,,z r .,�„ IIf! 11■�i o�•- � aklialkilli* )1=iirdil III'llsi-P-ite--tri, ;PI ,.._,__-:-.{11;;Plivell:'-:-.41i.wit;1/46- " i, ,;10.,�� %.!... ....v..:11.4.... .� 1lte RWBECK BOW LAKE TS MATCH Ll HEEr�ioi M N E N) N T 20 Scale 0 20 Feet PLAN LANDSCAPE PLAN ART WORK DISPLAY AREA STATE OF WASHINGTON 'EG,- .TERED LA CA/ 'E AR ITECT L/ ■ ELIZA CERTIF 538 DESIGNED LG /EM DRAWN EM 1 D 6/10/10 CC EG FINAL ISSUED FOR CITY OF TUKWILA PERMITS C 1/8/10 CC EG MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" 6 1/8/10 CC EG RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS A 7/31/09 CC EG ISSUED FOR CITY OF TUKWILA PERMITS REV DATE CHK'D APP'D REVISION DESCRIPTION lig King County Department of Natural Resources and Parks Solid Waste Division XPQ 753 9th Avenue N Seattle, WA 98109 (206) 286 -1640 www.kpg.com 1117 Broadway Suite 501 Tacoma, WA 98402 (253) 627 -0720 REVIEWED FOR CODECOMPLIAIE APPROVED AUG102010 City oI Tukwila BUILDING DIVISION bo9 UoL( RECEIVED JUN 14 2010 PERMIT CENTER KEY MAP CALL 2 DAYS BEFORE YOU DIG 1- 800 -424 -5555 SEE SHEET L106 FOR PLANTING SCHEDULE AND DETAILS BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT LANDSCAPE PLAN PROJECT NUMBER: NMI C00405C09 SHT. 439 OF: 619 DRAWING NUMBER: L102 FINAL ISSUED FOR CITY OF TUKWILA PERMITS �������� CONSTRUCTION NOTES •.. INSTALL ISLAND CONCRETE PAD. SEE ISLAND CONCRETE PAD LAYOUT, SHEET L107. INSTALL CONCRETE SIDEWALK, SEE DETAILS ON CIVIL PLANS. YARD WASTE PROCESSING AREA Willna MINIM KEY MAP -REVIEWED FO r- APCOMPLIANCE PROVED AUG 10 2010 City ofTi BUILDING DIVISION N) W Q I N a_ COW 1- W O U w CO TRAILER YARD RECEIVED JUN 14 2010 ITCENTER CALL 2 DAYS BEFORE YOU DIG 1- 800 - 424 -5555 N O N) N O E O 20 20 40 EE SHEET L106 FOR PLANTING SCHEDULE AND DETAILS STATE OF WASHINGTON EG TERED SC A 'E AR ITECT VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" FINAL ISSUED FOR CITY OF TUKWILA PERMITS King County Department of Natural Resources and Parks Solid Waste Division MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS LIZA:' H G :-IN CERTIF E NO. 538 REV DATE CHK'D APP'D REVISION DESCRIPTION 09%- Up Li Vv v �� LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT K 753 9th Avenue N Seattle, WA 98109 (206) 286 -1640 www.kpg.com 1117 Broadway Suite 501 Tacoma, WA 98402 (253) 627 -0720 LANDSCAPE PLAN PROJECT NUMBER: C00405C09 DRAWING NUMBER: L103 FINAL ISSUED FOR CITY OF TUKWILA PERMITS w _ U I N w Q I- LL! 0 OD SC U W N E a Ln 0 0 N T E L) PLANT SCHEDULE AND LANDSCAPE LEGEND SYMBOL BOTANICAL NAME/ COMMON NAME I SIZE QTY REMARKS DECIDUOUS TREES 0 T1 ACER CIRCINATUM/ VINE MAPLE 7' -8' HT. 6 B &B 3 -5 CANES MIN. 0 T2 BETULA JACQUEMONTII/ JACQUEMONTII BIRCH CAL. 2 ", -12 HT 10 65 B &B 3 -5 CANES MIN. T3 CERCIS OCCIDENTALIS/ WESTERN REDBUD 7' -8' HT. 7 B &B WELL— BRANCHED 0 T4 FRAXINUS OXYCARPA/ RAYWOOD ASH 2", CAL. 10' HT 5 B &B WELL— BRANCHED T5 MAGNOLIA 'GALAXY'/ GALAXY MAGNOLIA 1O' CAL. 10 —12 HT 2 B &B WELL — BRANCHED aN '4* T6 PRUNUS SARGENTII 'COLUMNARIS'/ COLUMNAR SARGENT FLOWERING CHERRY 2" CAL. 10' -12' HT 27 B &B WELL— BRANCHED T7 PRUNUS SERRULATA 'SHIROTAE'/ MT. FUJI CHERRY 2" CAL. 10' -12' HT C1N: . .J B &B WELL— BRANCHED T8 ZELKOVA SERRATA 'MUSASHINO'/ MUSASHINO ZELKOVA 2" CAL. 10' -12' HT 14 B &B WELL— BRANCHED EVERGREEN TREES 'fit `\„'I'', GAS 0 + _ T9 PSEUDOTSUGA MENZIESII/ DOUGLAS FIR 6' -7' HT. 7 B &B WELL— BRANCHED T10 THUJA PLICATA/ WESTERN RED CEDAR 6' -7' HT. 5 B &B WELL— BRANCHED 111 CALOCEDRUS DECURRENS/ INCENSE CEDAR 6' -7' HT. 9 B &B WELL — BRANCHED 0 112 CUPRESSUS SEMPERVIRENS/ ITALIAN CYPRESS 6' -7' HT. 14 B &B WELL— BRANCHED SHRUBS m S1 EUONYMUS ALATA/ BURNING BUSH 18 " -24" HT. 11 CONT. FULL AND BUSHY O■ c* O 0 '. S2 EUONYMUS ALATA 'COMPACTA'/ DWARF BURNING BUSH 18 " -24" HT. 122 CONT. FULL AND BUSHY S3 ESCALLONIA LANGLEYENSIS/ APPLE BLOSSOM ESCALLONIA 18 " -24" HT. 98 CONT. FULL AND BUSHY S4 OSMANTHUS DELAVAYII/ DELAVAY OSMANTHUS 18 " -24" HT. 109 CONT. FULL AND BUSHY S5 PHILADELPHUS 'DWARF MINNESOTA SNOWFLAKE'/ DWARF MINNESOTA SNOWFLAKE MOCK ORANGE 18 " -24" HT. 83 CONT. FULL AND BUSHY S6 RIBES SANGUINEUM/ RED FLOWERING CURRANT 18 " -24" HT. 60 CONT. FULL AND BUSHY ® 0 O 0 0 Q S7 ABELIA 'ROSE CREEK'/ ROSE CREEK ABELIA 15 " -18" HT. 284 CONT. FULL AND BUSHY S8 CISTUS X HYBRIDUS/ WHITE ROCKROSE 15 " -18" HT. Ilial CONT. FULL AND BUSHY S9 CISTUS PURPUREUS/ PURPLE ROCK ROSE 15 " -18" HT. 167 CONT. FULL AND BUSHY S10 ROSA 'PINK FLOWER CARPET'/ CARPET ROSE 15 " -18" HT. 110 CONT. FULL AND BUSHY 511 SYRINGA MEYERI 'PALIBIN'/ PALIBIN MEYER LILAC 15 " -18" HT. 125 CONT. FULL AND BUSHY S12 VIBURNUM OPULUS 'NANUM'/ DWARF EUROPEAN CRANBERRY BUSH 15 " -18" HT. 55 CONT. FULL AND BUSHY GROUNDCOVERS G1 G1 ARCTOSTAPHYLOS 'UVA— URSI'/ KINNIKINNICK 1 GALLON CONT 1,195 30" OC TRI. SP TYP. ••• /- • -* I G2 EUONYMUS FORTUNEI 'COLORATUS'/ WINTERCREEPER EUONYMUS 1 GALLON CONT 3,103 30" OC TRI. SP TYP. r•-�-1 ������� Mil G3 FRAGARIA 'LIPSTICK'/ LIPSTICK STRAWBERRY 1 GALLON CONT 1,270 30" OC TRI. SP TYP. DD D DD ; G4 HELIANTHEMUM NUMMULARIUM/ SUNROSE GALLON CONT 30" OC TRI. SP TYP. 1::::::] G5 IBERIS SEMPERVIRENS/ EVERGREEN CANDYTUFT GALLON CONT 540 30" OC TRI. SP TYP. 0000 0000 • ���� G6 PRUNUS LAUROCERASUS 'MOUNT VERNON' /DWARF ENGLISH LAUREL 1 GALLON CONT 195 30" OC TRI. SP TYP. SEEDING iii!':iII !`__":. G7 DROUGHT TOLERANT GRASS SEED TYPE 1 840 SF .:.:.:.5 ......., G8 DROUGHT TOLERANT GRASS SEED TYPE 2 5,985 SF 1/1/1111 IIIIr1Il RIVER ROCK ACCESS STATE OF WASHINGTON G .TERE LANI, £,- E ARC ITECT IZAB CERTIFIC F'::ON N• 538 DESIGNED LG /EM WNW BENCH TREE GRATE /B\ 43\ /B\ [A [A CONCRETE SIDEWALK RECOMPACTED SUBGRADE FINISH GRADE 2" X 10" X 3' WOOD PANEL EYEBOLTS (TYP.) 10 GA GALVANIZED WIRE WITH 1/2"O RUBBER HOSE, TURNBUCKLE & EYEBOLTS SEE TREE GRATE INSTALLATION DETAIL ON SHEET L108 CENTER TREE IN PIT 2" PEA GRAVEL LAYER REMOVE BURLAP & TWINE OFF TOP 1/3 OF ROOT BALL CONCRETE CURB STRUCTURAL SOIL TO 36" IN DEPTH. SEE TYPICAL STRUCTURAL SOIL INSTALLATION AREA ON SHEET L108 SHOVEL CUT AND SCARIFY ALL SIDES OF PIT 10 GA GALVANIZED WIRE WITH 1/2" x/32 RUBBER HOSE, TURNBUCKLE & EYEBOLTS, TIGHTEN TO HOLD TREE UPRIGHT. SEE PLAN VIEW ABOVE. 2" X 10" X 3' WITH EYEBOLTS AS SHOWN ON PLAN VIEW ABOVE. NOTE: 1. TREE PIT SHALL NOT BE LESS THAN TWO (2) TIMES ROOT BALL DIAMETER. 2. PLANT TREES 1" HIGHER THAN DEPTH GROWN IN NURSERY. 3. WATER THOROUGHLY AFTER PLANTING. TYPICAL DECIDUOUS TREE PLANTING IN TREE GRATE DETAIL NTS PLAN 10 ��I •i 0I •la:I :�dl �i �I1 =111 MaliNtEt N 3x MINIMUM ROOT BALL DIAMETER Wm- TREE STAKE ROOT BALL TRUNK PLASTIC TREE TIES 2 "0 WOOD STAKE, STAKES SHOULD BE LOCATED OUTSIDE OF ROOT BALL ROOT FLARE SHALL BE LOCATED ABOVE GROUND LINE COMPOSTED MULCH LAYER, KEEP AWAY FROM TREE TRUNK IMPORTED TOPSOIL 3" WATER BASIN SCARIFY SIDE & BOTTOM OF PLANTING PIT TO ALLOW FOR ROOT PENETRATION CONCRETE SIDEWALK OR PLANTING BED RECOMPACT SUBGRADE TO PREVENT SETTLING NOTE: 1. TREE PIT SHALL NOT BE LESS THAN THREE (3) TIMES ROOT BALL DIAMETER. 2. CUT ALL TIES AND REMOVE BURLAP, PLASTIC AND TWINE FROM ROOT BALL. 3. TREE STAKES PERPENDICULAR TO THE PREVAILING WIND. 4. PLANT TREES 2" HIGHER THAN DEPTH GROWN IN NURSERY. 5. WATER THOROUGHLY AFTER PLANTING. TYPICAL DECIDUOUS TREE PLANTING DETAIL NTS DRAWN EM VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" D 6/10/10 CC EG FINAL ISSUED FOR CITY OF TUKWILA PERMITS C 1/8/10 B 1/8/10 CC CC EG EG MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS A 7/31/09 CC EG ISSUED FOR CITY OF TUKWILA PERMITS REV DATE CHK'D APP'D REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division d d REMOVE BURLAP & TWINE GENERAL LANDSCAPE NOTES 1. ALL NEW PLANTINGS SHALL RECEIVE 6" DEPTH OF IMPORTED TOPSOIL AND 3" COMPOSTED MULCH. i S — 5\,0, \, zoo /15.\\\ FINISH GRADE COMPOSTED MULCH IMPORTED TOPSOIL BREAK SIDES & BOTTOMS OF PLANTING PIT TO ALLOW FOR ROOT PENETRATION RECOMPACT SUBGRADE BELOW ROOT BALL TO ENSURE THAT ROOT FLARE WILL NOT SETTLE BELOW GROUND LINE TYPICAL SHRUB /GROUNDCOVER PLANTING DETAIL NTS PREVAILING WIND 6' -0' MIN. f5' -0" BALL DEPTH 753 9th Avenue N Seattle, WA 98109 (206) 286 -1640 www.kpg.com 1117 Broadway Suite 501 Tacoma, WA 98402 (253) 627 -0720 I. 12" MIN - } - I I I I I I I PLAN TREE STAKE ROOT BALL TRUNK TREE STAKE PLASTIC TREE TIE 2" DIA. WOOD TREE STAKE COMPOSTED MULCH LAYER, KEEP AWAY FROM TREE TRUNK 3" WATER BASIN r 3X MIN DIA. ROOTBALL ►I NOTE: 1. TREE PIT SHALL NOT BE LESS THAN THREE (3) TIMES ROOT 2. CUT ALL TIES AND REMOVE BURLAP, PLASTIC AND TWINE FROM ROOT 3. TREE STAKES PERPENDICULAR TO THE PREVAILING WIND. 4. PLANT TREES 1" HIGHER THAN DEPTH GROWN IN NURSERY. 5. WATER THOROUGHLY AFTER PLANTING. TYPICAL EVERGREEN TREE PLANTING DETAIL FINISH GRADE SCARIFY SIDES AND BOTTOM OF PLANTING PIT TO ALLOW ROOT PENETRATION IMPORTED TOPSOIL RECOMPACTED = ���WED �R APPROD AUG 10 2010 • BALL DIA Of T DIIII41(��u NTS Doi - UPLI BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT PLANT SCHEDULE AND DETAILS RECEIVED JUN 14 2010 PERMIT CENTER PROJECT NUMBER: C00405C09 SHT. OF: 443 619 DRAWING NUMBER: L106 SSUED FOR CITY OF TUKWILA PERMITS z 01 O 0 CV 0 O FACE OF CURB, BIKE RACK AREA PAVING, SEE CIVIL PLANS. SEE CIVIL PLANS EDGE OF SIDEWALK FACE OF CURB, BIKE RACK AREA PAVING, SEE CIVIL PLANS. SEE CIVIL PLANS EDGE OF SIDEWALK T E DESIGNED LG /EM TYPE 2 BIKE RACK INSTALLATION LAYOUT NTS NOTE: THE PROJECT REPRESENTATIVE SHALL DETERMINE WHICH TYPE OF BIKE RACK TO BE INSTALLED, TYPE 1 OR TYPE 2. BIKE RACKS TO BE SURFACE MOUNTED PER MANUFACTURER'S INSTALLATION DETAILS. STATE OF WASHINGTON R GISTE S9 APE A CH ITECT ELIZ CERTI BSON AT ENO. 538 CURB RAMP SEE CIVIL PLANS. TYPE 1 BIKE RACK (TYP.) FOUR (4) TOTAL SCORE JOINT (TYP.) SEE DETAIL 1, SHEET L108 CURB RAMP SEE CIVIL PLANS. SCORE JOINT (TYP.) SEE DETAIL 1, SHEET L108 TYPE 2 BIKE RACK EDGE OF CONCRETE SIDEWALK. SEE CIVIL PLANS. D 6/10/10 CC EC FINAL ISSUED FOR CITY OF TUKWILA PERMITS C 1/8/10 CC VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" B 1/8/10 CC EG EC MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS A 7/31/09 CC EG ISSUED FOR CITY OF TUKWILA PERMITS REV DATE CHK'D APP'D REVISION DESCRIPTION la King County Department of Natural Resources and Parks Solid Waste Division 0 6" THICK CONCRETE PAD, SEE DETAIL 3, SHEET L108 PLANTING BED SEATING AREA LAYOUT NTS 444 ISLAND CONCRETE PAD LAYOUT NTS K 753 9th Avenue N Seattle, WA 98109 (206) 286 -1640 www.kpg.com 1117 Broadway Suite 501 Tacoma, WA 98402 (253) 627 -0720 REVIEWED FOR CODE COMPLIANCE APPROVED AUti 1 0 2010 City of Tukwila BUILDING DIVISIf )Iu CONCRETE WALKWAY, SEE CIVIL PLANS SCORE JOINT (TYP.) SEE DETAIL 1, SHEET L108 SEATING AREA CONCRETE PAVING, SEE CIVIL PLANS. BENCH (TYP.) 3 TOTAL. SURFACE MOUNT PER MANUFACTURER'S INSTALLATION DETAILS. ALIGN EXPANSION JOINT WITH SCORING GRID (TYP.), SEE CIVIL PLANS FOR PAVING DETAILS. ALIGN EXPANSION JOINT WITH CONCRETE SIDEWALK EDGE b 0 9,- 1 to BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT LANDSCAPE DETAILS RECEIVED JUN 14 2010 RERMTCENTER PROJECT NUMBER: 000405C09 SHT. OF: 444 619 DRAWING NUMBER: L107 FINAL ISSUED FOR CITY OF TUKWILA PERMITS LINE j!TLl22 SCALE FACILITY • 1:29pm — P: \0239.2 — RWBECK BOW LAKE TS PHASE II \PH2_F. C&D PHASES \3. LAND \L_L121_IRPLAN1.dwg cO tc 0 T STATE OF WASHINGTON REGISTE' D PEA C ECT LIZ CERTI SON TE NO. 538 DESIGNED 20 0 20 Scale LG /EM 40 Feet PLAN IRRIGATION PLAN DRAWN EM VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" D 6/10/10 CC EG FINAL ISSUED FOR CITY OF TUKWILA PERMITS c 1/8/10 B 1/8/10 CC CC EG EG MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS A 7/31/09 CC EG ISSUED FOR CITY OF TUKWILA PERMITS REV DATE CHK'D APP'D REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division CONSTRUCTION NOTES CODESEINED FOR COMPLIANCE APPROVED AUti; 10 2010 City 01 TOk BUILDING nnncinni POC, SEE SCHEDULE SHEET L125. CONNECT TO AND EXTEND 2" SERVICE LINE FOR IRRIGATION FROM 4" DI. WATER MAIN, SEE CIVIL SITE WATER SYSTEM PLAN. O2 ALL QUICK COUPLERS TO BE LOCATED IN PLANTER AREAS. LOCATION SHOWN IS DIAGRAMMATIC. O3 INSTALL 4" DIAMETER PVC SLEEVING WITH PULL WIRE FOR TEMPORARY RECEIVED IRRIGATION SYSTEM. CAP ENDS OF SLEEVES. JUN 14 2010 04 STUB OUT AND CAP END OF MAIN LINE FOR TEMPORARY IRRIGATION SYSTEM. PERMIT CENTER LOCATE STUB OUT IN 6" DIAMETER SLEEVE /VALVE BOX WITH COVER. O5 DO NOT LOCATE SPRINKLER HEADS WITHIN HOT LOAD RAMP. LOCATE ALONG EDGE OF SEEDED AREAS. 60 DROUGHT TOLERANT GRASS SEED TYPE 1 AND TYPE 2 SHALL BE ZONED SEPARATELY, SEE LANDSCAPE SHEET L102. KPG 753 9th Avenue N Seattle, WA 98109 (206) 286 -1640 www.kpg.com 1117 Broadway Suite 501 Tacoma, WA 98402 (253) 627 -0720 KEY MAP CALL 2 DAYS BEFORE YOU DIG 1- 800 - 424 -5555 SEE SHEET L125 FOR IRRIGATION SCHEDULE, DETAILS AND GENERAL IRRIGATION NOTES BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT IRRIGATION PLAN 1)49%- UoL PROJECT NUMBER: C00405C09 SHT. 446 OF: 619 DRAWING NUMBER: L121 U) cc u_ W 0 J 0 0 0 LL 0 V) RWBECK BOW LAKE TS PHASE II \PH2_F. CO PHASES \3. LAND \L_L122_IRPLAN2.dwg 1:48pm — P: \0239.2 CN 0 T MATCH LINE --� ; SEE SHEE RECYCLE`-, PROCESSIIN, ! AREA RECYCLING BUILDING MATCH LANE - S £ ._. EE SHEET L121 STATE OF WASHINGTON R ISTERED LA 6Sf/ APE AR ITECT ik / LIZ :.TH GI:.ON CERTI IC TE d 538 \ DESIGNED LG /EM PLAN IRRIGATION PLAN 20 r Scale 0 20 40 Feet TRAILER YARD NEM +. CONSTRUCTION NOTES O ALL QUICK COUPLERS TO BE LOCATED IN PLANTER AREAS. LOCATION SHOWN IS DIAGRAMMATIC. 0. INSTALL 4" DIAMETER PVC SLEEVING WITH PULL WIRE FOR TEMPORARY IRRIGATION SYSTEM. CAP ENDS OF SLEEVES. 4O STUB OUT AND CAP END OF MAIN LINE FOR TEMPORARY IRRIGATION SYSTEM. LOCATE STUB OUT IN 6" DIAMETER SLEEVE /VALVE BOX WITH COVER. ... REVIEWED FOR`` C DECOMpuANCE APPROVED AU6 10 2010 RECEIVED JUN 14 2010 PERMIT CENTER KEY MAP CALL 2 DAYS BEFORE YOU DIG 1- 800 - 424 -5555 SEE SHEET L125 FOR IRRIGATION SCHEDULE, DETAILS AND GENERAL IRRIGATION NOTES DRAWN EM D 6/10/10 CC EG FINAL ISSUED FOR CITY OF TUKWILA PERMITS C 1/8/10 VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" 8 1/8/10 Cc CC EG EG MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS A 7/31/09 CC EG ISSUED FOR CITY OF TUKWILA PERMITS REV DATE CHK'D APP'D REVISION DESCRIPTION La King County Department of Natural Resources and Parks Solid Waste Division I P P 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 IRRIGATION PLAN Doi - L(4,L( PROJECT NUMBER: C00405C09 SHT. OF: 447 619 DRAWING NUMBER: L122 Cn 8 1 N 0 w F- LU 0 U L.11 CO 0) N E M 1 0 6C T E IRRIGATION LEGEND SYMBOL MANUFACTURER MODEL NO. DESCRIPTION POINT OF CONNECTION EQUIPMENT, SEE DETAILS THIS SHEET. POC IX] FEBCO 850 1 1/2" DOUBLE CHECK VALVE. LEGEND T -401 1 1/2" BRASS SHUTOFF VALVE V BUCKNER QB44— LRC -10 1" BRASS QUICK COUPLER VALVE WITH LOCKING VINYL COVER. INSTALL ONE AT DOUBLE CHECK VALVE ASSEMBLY. INSTALL PER DETAILS AND AS NOTED ON PLANS. /Q � \ -- 2" PVC SCH 40, IRRIGATION MAIN LINE — 24" MIN. COVER — SIZE AS NOTED. -- MAIN LINE END CAP _ - - - -_ SLEEVING, PVC SCHEDULE 40, SIZE TWICE INSERT PIPE DIA. GENERAL IRRIGATION NOTES 1. COORDINATE INSTALLATION OF IRRIGATION SYSTEM WITH INSTALLATION OF OTHER UTILITIES. LOCATE AND PROTECT ALL UNDERGROUND UTILITIES DURING INSTALLATION OF IRRIGATION SYSTEM. 2. NO GALVANIZED FITTINGS. ONLY BRASS OR SCH 40 PVC SHALL BE USED. 3. LOCATIONS OF IRRIGATION MAINLINE, SLEEVING AND QUICK COUPLERS INDICATED ON DRAWINGS ARE SCHEMATIC ONLY. ADJUST LOCATIONS AS NECESSARY. 4. IRRIGATION MAINLINE LOCATION IS DIAGRAMMATIC. LINE SHALL BE PLACED IN PLANTING AREAS WHERE EVER POSSIBLE. IRRIGATION MAIN LINE POC VALVE BOX DOUBLE CHECK VALVE PRESSURE REDUCING VALVE (IF REQUIRED) SHUT OFF VALVE, INSTALL IN SEPARATE VALVE BOX, PER DETAIL THIS SHEET MAIN LINE SHALL BE BURIED TO A DEPTH OF 24" BELOW FINISH GRADE. SLEEVE UNDER ALL PAVED SURFACES AND CONCRETE SIDEWALK. SEE IRRIGATION PLANS FOR LOCATION OF PVC SLEEVING, 7. ALL EQUIPMENT SHALL BE AS SPECIFIED OR APPROVED EQUAL BY THE HIGHLINE WATER DISTRICT. 8. IRRIGATION TRENCHING NEAR ANY TREES TO REMAIN SHALL BE DONE WITH THE MINIMUM AMOUNT OF DISTURBANCE POSSIBLE. TRIM AND CUT CLEAN ANY EXPOSED OR DAMAGED ROOTS. QUICK COUPLER VALVE TO DOMESTIC WATER SUPPLY MAIN NOTE: CONNECTION TO DOMESTIC WATER SUPPLY MAIN SHALL NOT BE MADE UNTIL IRRIGATION MAIN LINE IS PRESSURE TESTED. TYPICAL POINT OF CONNECTION ASSEMBLY NTS STATE OF WASHINGTON 1 RE . ISTERED ►■DS HITECT AL 'ELIZ &::TH GIB'SIN CERTI'I'ATE NO. 538 DESIGNED N 111 Ell V- FINISH GRADE COMPACT BACKFILL TELESCOPING VALVE BOX WITH LOCKING COVER - FLUSH WITH FINISH GRADE BRASS SHUT OFF VALVE BRASS NIPPLE, DIAMETER OF VALVE, MINIMUM 4" LONG — BOTH SIDES PRESSURE MAIN BRASS UNION — BOTH SIDES PEA GRAVEL SUMP NOTE: ONLY ONE VALVE PER VALVE BOX. SEAL ALL THREADED JOINTS WITH TEFLON TAPE ON MALE THREADS ONLY MANUAL SHUT OFF VALVE NTS ALL FITTINGS PVC PVC 24" MIN COVER I QUICK COUPLER VALVE SIDE ELEVATION SECTION THROUGH MAIN LINE QUICK COUPLER DETAIL NTS FINISH GRADE VALVE BOX (10" ROUND) QUICK COUPLER (2) STAINLESS STEEL CLAMPS TO STAKE SCHED. 80 PVC NIPPLE 3' #4 REBAR STAKE 360° PVC TRIPLE SWING JOINT PVC PRESSURE MAIN SCHED. 40 PVC TEE OR ELBOW WITH THREADED OUTLET QUICK COUPLER 360° PVC TRIPLE SWING JOINT PVC THREADED TEE AT MAINLINE NOTE: ALL THE FITTINGS AND PIPE TO BE SAME DIA. AS IPS FEMALE CONNECTION OF QUICK COUPLER. COPPER BACK TO 4" DI. DOMESTIC WATER SUPPLY LINE QUICK COUPLER ON BRASS NIPPLE AND TEE / FINISH GRADE III VALVE BOX PER THE HIGHLINE WATER DISTRICT'S STANDARDS. SIZE TO FIT EQUIPMENT. COMPACT BACKFILL APPROVED DOUBLE CHECK VALVE, INSTALL PER THE HIGHLINE WATER DISTRICT'S STANDARDS. COPPER UNION AND PIPE PRESSURE REDUCING VALVE, IF REQUIRED PVC IRRIGATION MAIN 0 2 000o009.0 b 0 o •0 • • 00 . 0.0 : • Oo0 0 0 00 009 • 0.. 0 00 0 0 •.o 0 0 0• 0• . .00•. •% 0 0 0• •SAG o • .o. .0 °.o. 0 0 0 0 0 • 0 • . 0 O • 0 • • • • o •. • o • . 0 • Qo g • oeo • • • 0 III 111 III III —III- �;111� =��1— PRESSURE MAIN CONNECT TO SHUT OFF VALVE. NOTE: INSTALL ASSEMBLY IN ACCORDANCE WITH THE HIGHLINE WATER DISTRICT'S STANDARDS. SEE TYPICAL POINT OF CONNECTION ASSEMBLY ON THIS SHEET. DETAIL DOUBLE CHECK VALVE ASSEMBLY NTS REVIEWED FOR APPROVED AUG 102010 Cily of TA* BUILDING DIVIRION RECEIVED JUN 14 2010 PERMIT CENTER LG /EM DRAWN EM D 6/10/10 CC EG FINAL ISSUED FOR CITY OF TUKWILA PERMITS C 1/8/10 VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" B 1/8/10 CC CC EG EG MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS A 7/31/09 CC EG ISSUED FOR CITY OF TUKWILA PERMITS REV DATE CHK'D APP'D REVISION DESCRIPTION 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 IRRIGATION DETAILS b 0 9,- 1, bL4 PROJECT NUMBER: C00405C09 SHT. 450 OF: 619 DRAWING NUMBER: L125 SSUED FOR CITY OF TUKWILA PERMITS -J Z LL 175aa,-; ...:44.--.44414,:„-Ve4A4;1=1,1;44-4VEK14,45414,1.44,-,,, 44:4'4:114,4414;;;;;;_,:114,444S4.4,44,-,14,41,44 • :4 4- 3" DETAIL . • • • . • • • . • • • • • • • • '4 e. • •. 4 • '1 • • . • •• • • • • • . 4 TO EQUIPMENT FINISHED FLOOR . • . • • • • • • . • • a. • • 1 ▪ • ' • • • • II ' • . • CONDUIT TERMINATION SCALE: NO SCALE 'SF' 0 DESIGNED 11> P058 0 00 P016 0 0 T311—\ T310 P017 0 T312 2SF1-5. 2SF2-4. 111' 1.1', • a-, 4 1; a: ono 00 0 ••••••''' El • ...••••• ..•••••• P057 00 I 2SF1-7 1 P059 T313 oU " 0 —T314 2SF2-6. T316 11 P306 I 11 I I 11 2SF2-8.I Er!' in =Mr ABM P307 24"Wx36"Lx36"D HAND HOLE <4.2:444-4.14.41,1_ P308 P301 1—= A,B E301 a1 0 • • • • • :44 3 P056 •'-'• 71-417 (1) 4" C ' .1 4, 1 i li ' • 11 '1 4 :OD P302 --- (1) 4" C. .E1 • 4a-A "V.4 00 2SF,1 13 • • 11111•111 ;2 a It 24"W43 HAND Lx36"D LE TEST WEL —(1) 3" C.11 • a.11,1 11 0 • - -4. al 1 4 • , • • -~.- -,,■• •, , 4,, T307 mn. ■■■■••■■•.... ■■■•■• ■■• • ■■■■ , 5 '-0" 0 5 10 =OW 15 20 — •M •1• 1■111■1 11111■•1=11•11111 Scale Feet I , P061 k 44.1e- a 0 0 "lir7 • a " , fir 2-ST2L27- •z 1 P P310 0 P053 : I -- P055 0 .0° 6 T302 _11 _ I P054 0 0 2SF1-1. I P304 1- ' -3. , P021 T301 T303 , P305—!1 I I I _I) I I I I P309 I I I I • T305 PANEL-- '2SF11 1 1305 1 F 1 H00 0 2SF1-11. P303 T309. • P020 fl• 0 / CU—S1 24"Wx36"Lx36"D HAND HOLE - , 1•-•- _4,4' '1" - , TO ACCESSIBLE CEILING SPACE IN EQUIPMENT GENERAL SHEET NOTES A. REFER TO SHEET E030 AND SPECIFICATIONS FOR POLES REQUIRMENTS. SHEET KEYNOTES 0 TRANSPORT TUBE WITH INTERCOM. INBOUND CARD READER KIOSK. OUTBOUND CARD/RECEIPT KIOSK. WEIGHT DISPLAY. TRANSACTION DISPLAY. VEHICLE EXHAUST FAN. POLE MOUNTED CAMERA (SECURITY). BUILDING MOUNTED CAMERA. POLE MOUNTED CAMERA (TRAFFIC MANAGEMENT). TRAFFIC SIGNAL. BARRIER GATE. 0 TERMINATE CONDUITS IN NEMA 12 BOX AND SIZE BOX ACCORDING TO QUANTITY OF CONDUITS. LOCATE BOX MINIMUM 7 FEET ABOVE FINISHED GRADE FOR CAMERAS. 0 ROUTE (1) 1" CONDUIT FORM JUNCTION—BOX • 1) ()GI, t ROOM. STUB CONDUIT 3" BELOW CEILING TILES. RECEIVED JUN 1 4 2010 PERMIT CENTEP NR DRAWN RL D 6/10/10 IKS KRH FINAL ISSUED FOR CITY OF TUKWILA PERMITS c 1/8/10 IKS KRH MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" B 1/8/10 IKS KRH RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS A 7/31/09 IKS KRH ISSUED FOR CITY OF TUKWILA PERMITS REV DATE CHK'D APP'D REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division INTERFACE 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 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT FILE: FE300.DWG — E300 1 EDIT: 6/9/2010 9:00 AM BY GREENBERGAB 1 PLOT: 6/9/2010 9:31 AM BY GREENBERG, ALLISONA SCALE FACILITY PLAZA PLAN SEPARATE PERMIT AND APPROVAL REQUIRED PROJECT NUMBER: C00405C09 SHT. OF: 609 619 DRAWING NUMBER: E300 c.) 0 LL Lu MOTORIZED WINDOW MICROWAVE HOT- - WATER DESPENS MICROWAVE 2SF2 —' 3,5. _.. 2SF2- 7,9,11. 2SF2 -26, 28,30. FLOOR PLAN SCALE FACILITY POWER & SIGNAL PLAN 2' 4' 8' SCALE: 1 /4 ° =1' -0" SHEET KEYNOTES MOUNT MICROWAVE IN CASEWORK. COORDINATE EXACT LOCATION WITH ARCHITECT. BACKLIT RESIN PANEL WITH SINGLE RECEPTACLE IN WIREMOLD ON 24" SPACING. REFER TO DETAIL C /E048. CONNECT TO FACP IN TSO BUILDING. MOUNT PHOTOCELL ON ROOF FACING NORTH CLEAR OF ARTIFICIAL LIGHT AND OBSTACLES. #2/0 STRANDED BARE COPPER DOWN LEAD, SEE SHEET E302 FOR GROUNDING. NEW (1) 1" CONDUIT FROM SCALEHOUSE USING TELECOM TRENCH TO GAS ALARM PANEL IN TSO BUILDING, TSO LEVEL BREAK ROOM. PROVIDE GFCI BREAKERS FOR CIRCUITS # 8,10, AND 22. " x 10' -0" COPPER CLAD STEEL GROUND ROD. REFER TO GENERAL NOTE "7" ON E032. REFER TO E300 FOR CONTINUATION. EXTEND CIRCUIT TO OUTBOUND CARD /RECEPT KIOSK. • • • • • • • • • • • • • • • ■ • • • • • • • CONTROLLED BY PHOTOCELL REFLECTED CEILING PLAN SCALE FACILITY LIGHTING FLOOR PLAN E300 DESIGNED CONTROLLED BY PHOTOCELL 2' 4' 8' SCALE: 1 /4 " =1' -0" CONNECT TO AREA OF RESCUE ASSISTANCE IN TSO BUILDING. ROOF PLAN & LIGHTNING PROTECTION PLAN SCALE FACILITY LIGHTNING PROTECTION PLAN 8' bo ulu RECEIVED JUN 14 2010 PERMIT CENTER NR DRAWN RL VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0■ 1" 6/10/10 IKS KRH FINAL ISSUED FOR CITY OF TUKWILA PERMITS C 1/8/10 IKS KRH MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION B 1/8/10 IKS KRH RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS A 7/31/09 IKS KRH ISSUED FOR CITY OF TUKWILA PERMITS REV DATE CHK'D APP'D FILE: F_E301.DWG - E3011 EDIT: 6/9/2010 9:02 AM BY GREENBERGAB 1 PLOT: 6/9/2010 9:31 AM BY GREENBERG, ALLISONA REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division Contact Nick Rich Project 2007 -0185 INTERFACE ENG INEERIN Consulting Engineers 1417 4th Ave. Suite 600 Seattle, WA 98101 206.382.0200 OFFICE 206.382.0202 FAX BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT SCALE FACILITY FLOOR& ROOF PLANS ELECTRICAL SEPARATE PERMIT ALD PPRO BEtaulti PROJECT NUMBER: C00405C09 SHT. OF: 610 DRAWING NUMBER: E301 619 0 w 0 u_ w m 0 00 U GREENBERGAB HATCH OPENING UP TO SWITCH FOUNDATION PLAN SCALE FACILITY POWER & SIGNAL PLAN 2 0 2 4 1/4"= 1' —0" — — MN Scale 10 Feet S EET <EY\OTES 10. BOND CONCRETE— ENCASED ELECTRODE TO COUNTERPOISE GROUND RING. 02 ROUTE COPPER CONDUCTOR DOWN SIDE OF BUILDING, SEE E301 FOR ROOF SYSTEM. 03 TEST WELL; 3/4" x 10' -O" COPPER CLAD GROUND RING. .-t DOWN TO SWITCH ATTIC PLAN SOUTH SCALE FACILITY POWER & SIGNAL PLAN 1 /4 " =1' -0" 2 0 2 8 10 Scale Feet RECEWF JUN 142; PERMIT CENTE DESIGNED NR DRAWN RL D 6/10/10 IKS KRH FINAL ISSUED FOR CITY OF TUKWILA PERMITS 1/8/10 IKS KRH MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" 1/8/10 IKS KRH RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS A 7/31/09 IKS KRH ISSUED FOR CITY OF TUKWILA PERMITS REV DATE CHK'D APP'D REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division Contact Nick Rich Project 2007 -0185 INTERFACE ENG INEERIN Consulting Engineers 1417 4th Ave. Suite 600 Seattle, WA 98101 206.382.0200 OFFICE 206.382.0202 FAX BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT SCALE FACILITY ATTIC AND FOUNDATION - ELECTRICAL PRATE PERMIT AND APPROVAL REQUIRED PROJECT NUMBER: C00405C09 SHT. OF: 611 DRAWING NUMBER: E302 619 FILE: F_E302.DWG — E302 1 EDIT: 6/9/2010 9: 05 AM BY GREENBERGAB 1 PLOT: 6/9/2010 9: 31 AM BY GREENBERG, ALLISONA 1- 800 -424 -5555 From Interface \2Q! 10- 06- 04 \F_E303.dw GREENBERGAB EQUIPMENT SHELF (2) 4" CONDUIT —� (2) 4" CONDUIT —� EQUIP ROOM SCALEHOUSE ENLARGED PLAN SCALE: 1/2"=1' HINGED WALL BRACKET 19"W x 3.5 "H x 6 "D, 2 RACK UNITS. UPS BY OWNER PATCH PANEL KIT HOLDS 32 TRACJACK MODULES TRACJACK MODULE, F— CONNECTOR (TYP) QUIPMENT SHELF, HOLDS UP TO 50 lbs 5.25 :" H x 17.25"W x 12.13 "D 3/4" PLYWOOD BACKBOARD COATED WITH FIRE RETARDANT PAINT (TYP.) TO COPPER PATCH PANEL TO FIBER PATCH PANEL FAN OUT KIT WALL MOUNTED 110 BLOCK D RING (TYP) (2) 25X CAT 6 CABLES 24 STRAND SINGLE MODE FIBER (2)4" C. TO TELECOM RM 304 GUTTER SOUTH i► SERGE PROTECTOR 4" CONDUIT �— UNISTRUT SUPPORTS CROSS BRACING EAST 9" CABLE RUN WAY AT 8' AFF (TYP) EQUIP ROOM SCALEHOUSE INTERIOR ELEVATIONS SCALE: NONE h 1 RACK ELEVATION 0 1/2' SCALE: 1-1/2"=1'-0" SCALEHOUSE INTERIOR ELEVATIONS SCALE: NONE 6" WIDE x 84" HIGH DOUBLE SIDED VERTICAL WIRE MANAGEMENT 19" WIDE x 84" CHATSWORTH RACK (TYP.) 24 PORTS SINGLE MODE FIBER PATCH PANEL 2RU CABLE MANGMENT PANEL 48 PORTS CAT 6 COPPER PATCH PANEL VIDEO SERVER BY OWNER DATA SERVER BY OWNER UN INTERRUPTIBLE POWER SUPPLY BY OWNER. BUILDING ELECTRICAL SERVICE PANEL DUPLEX RECEPTACLE FOR AUDIO AND DEAL DRAWER (UNDER COUNTER) bO9 DETAIL CUSTOMER UNITS —' ON ISLANDS 3/4" CONDUIT LOW VOLTAGE FOR AUDIO AND CONTROL TELLER UNITS INTERCOM CONDUIT DETAIL SCALE: NONE { DETAIL CUSTOMER UNITS FRONT ELEVATION SCALE: NONE RECEIVED JUN 14 2010 PERMIT CENTER DESIGNED RR DRAWN MH D 6/10/10 IKS KRH FINAL ISSUED FOR CITY OF TUKWILA PERMITS C 1/8/10 IKS KRH MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" B 1/8/10 IKS KRH RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS 7/31/09 IKS KRH ISSUED FOR CITY OF TUKWILA PERMITS REV DATE CHK'D APP'D REVISION DESCRIPTION La King County Department of Natural Resources and Parks Solid Waste Division Contact Nick Rich Project 2007 -0185 INTERFACE ENG INEERIN Consulting Engineers 1417 4th Ave. Suite 600 Seattle, WA 98101 206.382.0200 OFFICE 206.382.0202 FAX BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT SCALE FACILITY ELECTRICAL DETAILS SEPARATE PERMIT AND APPROVAL REQUIRED PROJECT NUMBER: C00405C09 SHT. OF: 612 619 RAWING NUMBER: E303 FILE: F .E303.DWG - E303 I EDIT: 6/9/2010 9: 06 AM BY GREENBERGAB ( PLOT: 6/9/2010 9: 32 AM BY GREENBERG, ALLISONA 1- 800 -424 -5555 0 0 w 0 LL w_ m 0 00 J -J V V) 1:: w 0 —J LL 0 J Z LL 0 0 O U UD GENERAL 10 SERIES - GENERAL G011 - COVER SHEET, VICINITY AND LOCATION MAPS G012 - 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 s/ r 17Q, AND -;... ¢ r j r_ r '� r, _�_ f'ii �' u : ' �- Fir ; h; � i '�` I` : TRA :F! i 1A;1 iC0 _. DEIMOI IT1 DFM0Li C' SCALE ,LE FAC, I_ I .' D DE (3 RA MILESTONE pA!LESTON[ BAsi ` .. 2E -LOAD AN.D. PRE -- LOAD AND EAST 0020 - CO21. 1 -L F hew_ r_ CO22 0023 °. 0024 • R,AD!N! p Nix! '003D, C07:7 0058. __ r.09 0040 004 , CC 44 _. • -- C0�5 ".J z v is n45.. _... fns, t0 SITE GM 5 GRADING SECTIONS GRADING. ON FFrrt_ ( r EROSION .AND AN D T T p, +1 3 ��t„4 SED!zJE 1 f I T Tr C051 r,J2 0.� •v J3 /ter ;4. 0055 0056 00.57 0058 0059 0060 ;;061 0062 C063 C064 PAVING ALL. FINAL PAVIn1 SITE /ICI.. PI FINAL SITE 11.'yr!NG ?LAN FINAL a.L SITE PAVING PLAN- FINAL SiTE EAVING P! i ;1 FIN, PLAN FINAL SITE P, ,VING .PLAN ,A,0 A F)PCFILE -- • STA - A5 -!-00 TO STA A ^' ST TA 15 +00 TO • -STA 32 ROAD B PROFILE - STA. 0 +00 TO 3 ! A ROAD A PROFILE •FINAL SITE- PAVING • CURB RETURN FINAL SITE PAVING CURB RETURN PAVEMENT AND SURFACE SECTIONS MISCELLANEOUS PAVING DE-.TAILS i-YPIC:AL ROAD OVERLAY SECTIONS LES F` 80- • SERIES -- UTILITIES (WATER AND t, rASTEWATE- 0081 -- SITE UTILITY SYSTEMS. AND KEY. MAP °:082 -- ESITE WATER SYSTEM. PLAN • C083 SITE WATER SYSTEM• PLAN 8 °' SI 0.085 - WATER SYSTEM PLAN DESIGNED I`S — E, PRO-.L r OEILES ' PROFILES 'ROHLE5 ;•AILS r SYS, DETAILS S {STEM H G -1LINE • WATER `''S !'= ICI I'iCHLINE • WATER r; ICE WA Y` � ,4, I- II'Ji�L i t Tt_,R HIGHLINE ER HLUN= V'A: DISTRICT DISTRICT STRICT t R ;, T STRICT !Tv r �V'A,TE PLAN EM PROFILES SYSTEM PROFILES SYSTEM PROF I E 'S STANDARD DETAILS STANDARD DETAILS STANDARD DETAIL`:., STANDARD DFT, STANDARD DETAILS 3TA1ION AND +1 -_ ; EWATER VALVE PLAN, * SY Ise:y.l S },1_y ( �.> N. AND C -DULE -BSI • SETS VA r E DETAILS ._�, rt l._'�,,_ �.._ SAIL. ,A ER. & ST0RMWAT!= F COMPRESSED) • AIR M,`{:NHOLES I61 €J! TI-PIPE CONDUIT DETAILS `STEM NOTES AND • SCHEDULES EW rR w, rat_.. SURFACE cttr��t� v! , R FAC,' SURF-ALF _. P f 4, C L ACE r r \,cr WATERl 5i i. ! . vNSA l ER ATER ATFR qq'TE R WATER a i TITER ES SURFACE WAr!-�R SYSTEM PLAN SYSTEM PLAN SYSTEM PLAN iM PEAL PLAN N STEM PLAN TE M PLAN PLAN P ROF ILES PROFILES, PROFILE' PROFILES PROFILES PROFILES DETAILS DETAILS OIL/WAIF' STRICT); S'r STE M SYSTEM SYSTEM SYSTEM • SYSTEM M SYSTEM SYSTEM SYSTEM EMEiTS IIPI LNG, FEN AND GA. DRAIL FENCING, AND GUARDRAIL PLAN FENCING,. AND GUARDRAIL • PLAN FENCING, AND GUARDRAIL •PLAN - FENCING, AND GUARDRAIL PLAN FENCING, AND GUARDRAIL IL PLAN R!PING, FENCING, AND GUARDRAIL • PLAN: AND !E;TR9NIG DETAILS • SIDEWALK DETAILS • AN1D SIDEWALK DETAILS L 'EVENT :PAVEMENT STRIPING, PAVEMENT STRiPING, PAVEMENT G PA\IEMENI sTRIPING, PAVEMENT 3iR!F,NG, NAVEMr NT PAVEMF OR DETAIL IKS AREA F- IAYOE-T D TAILS :- LA'YO1.T DETAILS �E. Lr:f, t T AN - ENTRY AREA PLAN - AOCESS ROAD •1 - SIGNAGEI LAYOUT SIGNAGE LAYOUT SIGI`AGE LAYOUT INSTALL STRUCTURAL 10 SERIES - GENERAL S011 STRUCTURAL NOTES S012 - STRUCTURAL QUALITY ASSURANCE S013 - STANDARD STRUCTURAL DETAILS. S014 - STANDARD STRUCTURAL DETAILS S015 - STANDARD STRUCTURAL DETAILS T R DETAILS S017 - STANDARD STRUCTURAL DETAILS DETAILS U DETAILS LS LS E A , S DETAILS MAIN SITE ILS S022 - GUARDRAIL /HANDRAIL DETAILS AND LIGHT GAUGE FRAMING DETAILS S023 - LIGHT GAUGE FRAMING DETAILS 1 r 101 5102 510 S1 TRANSFER AND TSO BUILD - TRANSFER/ISO BUILDING COMPACTOR BAY PLAN TRANSFER /TSO BUILDING -- COMPACTOR BAY PLAN REINFORCEMENT AND JOINT LAYOUT TRANSFER, /TSO BUILDING - TIPPING AND RECEIVING LEVELS FLOOR PLAN TRANSFER /ISO BUILDING -- TIPPING AND RECEIVING LEVELS FLOOR ELEVATIONS TRANSFER /TSO BUILDING - TIPPING AND RECEIVING LEVELS MISCELLANEOUS METAL PLAN TRANSFER /TSO BUILDING - GENERAL ARRANGEMENT SECTIONS TRANSFER /TSO BUILDING TRANSFER/ISO BUILDING - TSO FLOOR PLAN AIL - REINFORCEMENT TRANSFER /TSO BUILDING - TIPPING AN D RECEIVING LEVELS FLOOR PLAN DETAILS 0 TRANSFER /TSG BUILDING COMPACTOR BA) ° SF DTV)NS 5111 TRANSFER /TSO BUILDING -- COMPACTOR BAY SECTIONS 5112 TRANSFER /TSO BUILDING COMPACTOR BAY SECTIONS 5113 .- TRANSFER /TSO BUILDING COMPACTOR BAY SECTIONS 5114 -- TRANSFER/TSO BUILDING COMPACTOR BAY SECTIONS 5115 -- TRANSFER /TSO BUILDING COMPACTOR BAY WALL SECTIONS 3116 TRANSFER /TSO BUILDING COMPACTOR BAY WALL SECTIONS S117 -- TRANSFER /TSO BUILDING - COMPACTOR BAY WALL SECTIONS 5118 TRANSFER /TS0 BUILDING COMPACTOR BAY COLUMNS 5119 TRANSFER /TSO BUILDING - WALL SECTIONS AND ELEVATIONS 5120 TRANSFER/ TS0 BUILDING - BEAM ELEVATIONS 5121 - TRA.NSFER /TSO BUILDING - BEAM ELEVATIONS 51 f2 TRANSFER /TSO BUILDING BEAM ELEVATIONS 5123 TRANSFER /TSO BUILDING BEAM ELEVATIONS S124 -a TRANSFER /TSO BUILDING BEAM ELEVATIONS S125 - TRANSFER /TSO BUILDING - BEAM ELEVATIONS . 5126 TRANSFER1 /TSO BUILDING -- BEAM ELEVATIONS 5127 -- TRANSFER /TSO BUILDING - MISCELLANEOUS SECTIOI \S 5128 TRANSFER /TSO BUILDING MISCELLANEOUS SECTIONS 5129 -- TRANSFER /TSO BUILDING MOMENT FRAME FOOTINGS 5130 TRANSFER/ISO BUILDING - MOMENT FRAME FOOTINGS TRANSFER /TSO BUILDING MAIN FRAME FOOTINGS TRANSFER, /TS0 BUILDING MOMENT FRAME FOOTINGS TRANSFER /TSO BUILDING TSO COLUMN FOOTINGS TRANSF ER / TSO BUILDING A -LINE WALL, 19-LINE ALL TRANSFER /TSO BUILDING P --LINE WALL, 20 -LINE WALL, AND 0 --LINE WALL 3136 -- TRANSFER / TSO BUILDING - M -LINE WALL 5137 - TRANSFER /TSO BUILDING -- SOUTH PUSH WALL 5138 w_ TRANSFER /TSO BUILDING - TIPPING WALL S139 -- TRANSFER /TS0 BUILDING -- MISCELLANEOUS SECTIONS S140 --- NPA LOADING DOCK RETAINING WALLS 5141 w. NPA LOADING DOCK RETAINING WALLS S142 TRANSFER/ISO BUILDING -- SPA WALLS S14-3 TRANSFER/ TSO BUILDING - TOP LOAD BAY WEST WALL TRANSFER /TSO BUILDING - TOP LOAD BAY EAST WALL 5145 TRANSFER/ISO BUILDING .,_ MISCELLANEOUS METAL ARMOR PLATE 5146 -° TRANSFER/ISO BUILDING - MISCELLANEOUS METAL. - TOP LOAD COMPACTOR CHUTES S147 - TRANSFER /TSO BUiLDINC - MISCELLANEOUS. METAL - TOP LOAD BAY BACK PLATE 5148 TRANSFER /TSO' BUILDING - MISCELLANEOUS METAL - POST AND CHAIN S149 - TRANSFER, TSO BUILDING MISCELLANEOUS METAL - POST AND CHAIN S150 TRANSFER /TSO BUILDING - MISCELLANEOUS METAL - MISCELLANEOUS DETAILS -' 1 r P 5 ,. DEBRIS �1 . TRANSFER/ISO ER /TSO BUILDING TRUCK WASH BULL RAIL, NPA DEBRI�. WALL - ISO FLOOR PLAN DETAIL. `132 5134 5135 200 SERIES TRANSFER AND TSO BUILDING S201 - TRANSFER /TSO BUILDING TiPPING & RECEIVING LEVEL PLAN S202 - TRANSFER /TSO BUILDING 150 LEVEL PLAN 3203 - TRANSFER /TSO BUILDING ROOF LEVEL PLAN S20- - TRANSFER /TSO BUILDING ENLARGED FLOOR PLAN EQL iIPMENT & LOADING LEVELS S205 - TSO BUILDING ENLARGED FLOOR PLAN TSO LEVEL PLAN 5206 - TSO BUILDING ENLARGED FLOOR PLAN ROOF LEVEL PLAN 3207 - TSO BUILDING PENT► -OUSE ROOF AND MECHANICAL PLAN S208 - TRANSFER BUILDING EAST & WEST WALL FRAMING ELEVATIONS 5209 TRANSFER BUILDING NORTH & SOUTH WALL FRAMING ELEVATIONS 521 0 - TRANSFER BUILDING MOMENT FRAME ELEVATIONS S211 - TRANSFER BUILDING MOMENT FRAME ELEVATIONS S212 5212 S213 5214 S215 S217 518 S219 5220 5'221 322° 52P1 S24�� _4 S225 3226 c' ') -) - JLL./ 5228 3229 30 S231 52332 S233 5234 5235 5236 S237 S238 S239 5240 S241 S242 5243 S244 S245 S246 S247 S248 5249 S250 S251 2f) ... 2 _53 - 3254 - 5255 - S256 5257 52.58 3259 3260 3261 5262 S271 S272 '73 J`7 2._ 4 5275 5276 TRANNS E R BUILDING ENT FRAME TRANSFER. BUILDING MOMENT FRAME ELF. /, M: TRANSFER BUIL•N ,10MENT • FRAME DETAILS TRANSFER- BUILDING - MOMENT FRAME DETAILS TRANSFER BUILDING ".10MENT FRAME. DETAILS TRANSFER BUIiLD1P, ,'0MENT FRAME DL TRANSFER BUILDING MOMENT FRAME DETAILS TRANSFER • BUILDING BRACED FRAME ELEVATIONS TRANSFER BUILDING.. '_R..CED FRAME • DETAIL_; TSO BUILDING WALL ELEVATIONS TSO BUILDING • BrzACE'. ..FRAME. ELEVATIONS ISO BUILDING BRACED D -P ME ELEVATIONS TSO BUILDING; BR,' FRAME DETAILS ISO BUILDING •BPA ' ` :) ERAME DETAILS TSO BUILDING. BAT'[ FRAME DETAILS ISO BUILDINT BRAG 1 I) FRAME DETAIL, TSO - BUILDING FAN L;_1!IN ELEVATION S • TRANSFER •B.LIILDI.NI ` 1 I JI IZONTAL BRACI.NI, TRANSFER BUILDING HORIZONTAL BRACIN( TRANSFER BUILDI'',1G ; =.ORIZONTAL BRACING TRANSFER BUILDING I- .10R!ZONTAL -BRACING TRANSFER P ' Dir. r PLANS , TRANSFER BUIL.DINC ', 'LIGHT PLAN AND TRANSFER/ISO BUILDING. SKYLIGHT • PLAN TRANSFER BUILDING FRAMING DETAILS TRANSFER BUILDING TEAMING DETAILS TRANSFER. BUILDING FRAMING DETAILS TRANSFER BUILDING FRAMING DETAILS TRANSFER /TSO BUILDING FRAMING DE TRANSFER BUILDING FRAMING DETAILS • TRANSFER BUIL I• G FRAMING D•ETAiLS TRANSFER BUILDING FRAMING. DETAILS TRANSFER/TSO BUILDING FRAMING DETAILS TRANSFER /TSO BUILDING FRAMING DETAILS TRANSFER/TSO BUILDING • FRAMING DETAILS TRANSFER /TSO • BUILDING TRANSFER /ISO BUILDING TRANSFER /TS0 BUILD TRANSFER /TSO BUIL DING TRANSFER /TS") BUILDING TRANSFER/ISO BUILDING NORTH - &. WEST TRANSFER /TSO BUILDING EAST T50 BUILDING BREAK ROOM PLAN TSO. BUILDING STAiR FRAMING STAIR. - TRANSFER / T SO BUILDING - TRANSFER/TSO BUILDING STAiR DETAIL - TRANSFER/ISO BUILDING STAIR DETAILS - RAN,S FER TS 0 BUILDING EXTERIOR STA. - TRANSFER /TSO BUILDING EXTERIOR STN - TRANSFER/TS0 BU!LD1 "JG •EXTERIOR.. STA!, T RANSFER /TSO LBUILQING..MISCELLANEOUS - ..NORTH PROCESSING AREA FLOOR .PLAT; NORTH. PROCESSING- >>',RFA ROOF -.PLAN -- NORTH PROCESSING, • AREA • WALL ELEVATIC NORTH •PROCESSING AREA BRACED -ERA -. NORTH PROCESSING AREA DETAILS - NORTH. PROCESSING ^R FA, DETAILS FRAMING DE TAIL: FRAMING DLIA ROOF ME.CHANii. ROOF MECHAI ROOF PLAN ELEVATIONS -- r IEWED FOq � Aus i o 2010 vI N ';' /ALLS 'vVALL G WALL • - IALL • J I, 'YALE J E L! 4:• •WALL • J AiNINC WALL AK" •IN!NG. WALL L M!`~ C.E.LLANEOUS STRU D TRUCK PADS k!ERATOPIFUELING STATION FOUND„° BRIDGE ,ni' BRItD- )t :Iii. FOUNDATION BRI i..7iE c TRUCTURE ` • X607 • 5608 1REll BARRIER CRETE. BARRIER ARCHITECTURAL CODE SUMMARY TS() BUI TRA - CODE SUMMARY -- SO BUILDING -- BODE EVELS CODE S! M2 ARY I, I II NIT T ^ N r r I„-) I I \l r._, BUILDING CODE SU2,,L \RY TS, LEVEL CS301 - SCALE FACIUTY & RECYCLING BUILDING CODE SUMMARY FLOOR PLANS 10 SERIES - ARCHITECTURAL GENERAL A011 - ARCHITECTURAL GENERAL — ARCHITECTURAL GENERAL NOTES CODE NOTES & LEGEND A012 ARCHITECTURAL GENERAL WALL TYPES SCHEDULE A013 - ARCHITECTURAL GENERAL - WALL, FLOOR & ROOF TYPES SCHEDULE A014 - ARCHITECTURAL GENERAL DOOR TYPES & SCHEDULE A015 - ARCHITECTURAL GENERAL - WINDOW TYPES & SCHEDULE A016 ARCHITECTURAL GENERAL OPENINGS SCHEDULE ELEVATIONS 0; LOAt1N.G. A019 - r ARCHITECTURAL GENERAL - OPENINGS SCHEDULE ARCHITECTURAL GENERAL - RECESS SCHEDULES • GENERAL - 1lTE C i ,'SAL GENERAL - ErT°,t RAL GENERAL - HITEC TURAL • GENERAL '1IITECTIIRAL GENERAL LIT ECT ORAL - GENERAL -- • FIRE EXTINGUISHER & - INTERIOR INTERIOR INTERIOR. C h4TAGE :;ASEW 4,1,S -- „iSSEW`G-F. . DETAILS rjLS STAIR FRAMING 300 SERIES - SCALE FACIUTY S301 SCALE FAC S302 - SCALE FAC S303 - SCALE FAC S304 SCALE FAC S305 - SCALE FAC S306 - SCALE FAC S307 - SCALE FAC S308 - SCALE FAC S309 - SCALE FAC S310 - SCALE FAC S311 - SCALE FAC S312 - SCALE FAC S313 - SCALE FAC S314 - SCALE FAC S315 - SCALE FAC S316 - SCALE FAC S317 - SCALE FAC S318 SCALE FAC S319 - SCALE FAC RAM IN AI DEf'r_ AILS DFTAILS UT( GENERAL ARRANGEMENT PLAN WEST LITY GENERAL ARRANGEMENT PLAN EAST LiTY GENERAL ARRANGEMENT SECTIONS LITY GENERAL ARRANGEMENT SECTIONS LITY FOUNDATION PLAN - WEST LILY FOUNDATION PLAN - EAST LITY FOUNDATION DETAILS LITY FOUNDATION DETAILS LITY UNDERSCALE SLAB PLAN LITY FOUNDATION DETAILS LffY SCALE HOUSE PLANS . LITY SCALE HOUSE PLANS LITY SCALE HOUSE SECTIONS Lil? SCALE HOUSE DETAILS LITY SCALE HOUSE DETAILS Lny SCALE HOUSE DETAILS LIN SCALE HOUSE DETAILS LITY SCALE HOUSE DETAILS LITY SCALE HOUSE DETAILS 400 SERIES - RECYCLING BUILDING S401 - SOUTH PROCESSING AREA SLABS PLAN 5402 - SOUTH PROCESSING AREA SLAB DETAILS 5403 RECYCLING BUILDING FOUNDATION & ROOF 3404 - RECYCLING BUILDING DETAILS S405 - RECYCLING BUILDING DETAILS IR- 1 0`/%. t TRANSFER AND TSO UILD1NG - FLOOR PLAD BUILDING - HORIZONTAL_ GLEN”. - ACTOR AN .__ COMPACTOR n DULE - FLOOR BEDULE & DETAILS 150 BUILDING - 1- LOOT\' LAN TIPPING & RECEVING BUILDING f?Ifr` FLOORPLAN - E`y} - FLOOR PI AN t BUILDING -- ROOF BUILDING - ENLARGED ROOF , R; TSO BUILDING - EXTERN. I:°AD!I\I'S LEVEL_ :'`S FF :R /TS0 - BUILDING - EXTER BUILDING & PENTHOUSE - ENLARGED EXTE JSFER,1 TSO BUILDING - '=NLARCE =ID) EXTERIOR ANSFER BUILDING ENLARGED E X T LIR OR ELEVATIONS IONS ?,ANSFER BUILDING - BUILDING SECTIONS - NORTH & 5 JUT-1 SFER BUILDING - BUILDING SECTIONS -- EAST BUILDING - LONGiTUD!NV,,L BUILDING •SE_CTiONS - COMPrTOR BAYS BUiLIING LONGITUDINAL COM !CAL CLEARANCE PROFILES BUILDING - LATERAL BUILDING S ,ON BUILDING LATERAL BUILDING SECTIO.N TSO BUILDING LATERAL BUILDING SECTION TO BUILDING - BUILDING SECTIONS BUILDING BUILDING SECTIONS ' 51:) BUILDING - PENTHOUSE SECTI DNS ,& DE::TAIL.S TRANSFER N S ER BUILDING - WALL SECTIONS: TRANSFER BUILDING - WALL- SECTIC', t, R,6,,NSFER /TS0 BUILDING - \ tALl TRANSFER / TSO BUILDING - WALL SE S' IONS TRANSFER/TSO B1)1LDING WALL SE i 'IONS. TRANSFER/ISO BUILDING - WALL SE.,1?ONS TRANSFER, /TS0 BUILDING WALL SEC \I TSO BUILDING - FASCIA SECTIONS y DETAILS PLANS `,SOT z A. 1 2 4 - A126 A127-, Al 2, A28 A L ) 2 ': A13,1 `,!E )R SECTIONS - RECEIVED JUN 1.4 2010 PERMITCENTEI DRAWN ABG 6/10/10 IKS KRH FINAL ISSUED FOR CITY OF TUKWILA PERMITS 1/8/10 IKS KRH MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 ��r 1" B A REV 1/8/10 7/31/09 DATE IKS IKS CHK'D KRH KRH RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS ISSUED FOR CITY OF TUKWILA PERMITS APP'D REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division 11iAj/iII IE E l An SAIC Company R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154 -1004 (206) 6954700 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT DRAWING INDEX PROJECT NUMBER: C00405C09 SHIT. OF: 2 619 DRAWING NUMBER: G012 V Q w c 00 0 LL w U) 0 _.1 0 co w 0 —J f"— 0 0 0 0 w VJ z