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HomeMy WebLinkAboutPermit D13-110 - KING COUNTY / BOW LAKE - NEW RECYCLING BUILDINGBOW LAKE RECYCLING BUILDING 18800 ORILLIA RD S D13-110 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.TukwilaWA.gov CERTIFICATE OF OCCUPANCY This certificate is issued pursuant to the requirements of Section 110.2 of the 2009 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.: D13-110 Occupant/Tenant: BOW LAKE - RECYCLING BUILDING Building Address: 18800 ORILLIA RD S, Suite No. Parcel No.: 3523049037 Property Owner: KING COUNTY -PROPERTY SVCS ADM -ES -0800 , 500 4TH AVE 98004 Use: RECYCLING BUILDING Occupancy Group/Division: F-1 Type of Construction: V -B Automatic Sprinkler System: Provided: N Required: N Design Occupant Load: 1 rT(� DINGO FICIAL ((.13,9, 2013 BUIL DATE THIS CERTIFICATE TO BE CONSPICUOUSLY POSTED ON THE PREMISES City If Tukwila •� Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-431-2451 Web site: http://www.TukwilaWA.uov DEVELOPMENT PERMIT Parcel No.: 3523049037 Address: 18800 ORILLIA RD S TUKW Suite No: Project Name: BOW LAKE - RECYCLING BUILDING Permit Number: D13-110 Issue Date: 04/17/2013 Permit Expires On: 10/14/2013 Owner: Name: KING COUNTY -PROPERTY SVCS Address: ADM -ES -0800 , 500 4TH AVE 98004 Contact Person: Name: TOM CREEGAN Address: 201 S JACKSON ST, STE 701 , SEATTLE WA 98104 Contractor: Name: LYDIG CONSTRUCTION INC Address: 11001 E MONTGOMERY DR , SPOKANE WA 99206 Contractor License No: LYDIGC*264JC Lender: Name: Address: we 'clAskded, Phone: 206 263-6476 Phone: 509 534-0451 Expiration Date: 09/11/2013 DESCRIPTION OF WORK: REISSUANCE OF EXPIRED PERMIT D09-165 CONSTRUCTION OF AN 881 SF, ONE-STORY RECYCLING BUILDING PROJECT ON HIGHLINE WATER. Value of Construction: $62,674.34 Fees Collected: $550.15 Type of Fire Protection: International Building Code Edition: 2009 Type of Construction: V -B Occupancy per IBC: 8 Electrical Service Provided by: PUGET SOUND ENERGY **continued on next page** doc: IBC -7/10 D13-110 Printed: 04-17-2013 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Storm Drainage: Street Use: Profit: N Water Main Extension: Private: Water Meter: N Permit Center Authorized Signature: I hereby certify that I have read and governing this work will be complie Date: Public: Non -Profit: N Public: ned this permit and know the same to be true and correct. All provisions of law and ordinances whether specified herein or not. The granting of this permit does not pry! e to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the pof work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permi . ( 2 Signature: ( Y I Date://I .1/ 713 Print Name: C K N u K pH It 4Ys 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. PERMIT CONDITIONS: 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: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. doc: IBC -7/10 D13-110 Printed: 04-17-2013 8: When special inspection is required, ei the owner or the registered design profess", in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 9: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 10: Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with the recommendations given in the soils report. Special inspection is required. 11: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 12: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 13: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 14: Manufacturers installation instructions shall be available on the job site at the time of inspection. 15: A Certificate of Occupancy shall be issued for this building upon final inspection approval by Tukwila building inspector. 16: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one-third and lower one-third of the water heater's vertical dimension. A minimum distance of 4 -inches shall be maintained above the controls with the strapping. 17: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 18: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 19: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 20: ***FIRE DEPARTMENT CONDITIONS*** 21: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 22: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3-2.1) 23: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand-held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand-held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 24: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 25: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 26: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge doc: IBC -7/10 D13-110 Printed: 04-17-2013 procedures. If the required monthly and yearl' pections of the fire extinguisher(s) are not mplished or the inspection tag is not completed, a reputable f xtinguisher service company will be requir conduct these required surveys. (NFPA 10, 4-3, 4-4) 27: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 28: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 29: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 30: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 31: Gates serving the means of egress system shall comply with the requirements of the International Fire Code. Gates used as a component in a means of egress shall conform to the applicable requirements for doors. (IFC 1008.2) 32: .Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) 33: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2328. 34: Local U.L. central station supervision is required. (City Ordinance #2328) 35: Maintain square foot coverage of detectors per manufacturer's specifications in all areas including: closets, elevator shafts, top of stairwells, above ceilings, etc. (NFPA 72-5.5.2.1) 36: Maintain automatic fire detector coverage per N.F.P.A. 72. Addition/relocation of walls, closets or partitions may require relocating and/or adding automatic fire detectors. 37: Maintain fire alarm system audible/visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible/visual notification devices. (City Ordinance #2328) 38: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2328) (IFC 104.2) 39: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 40: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.5 of the International Building Code. 41: For all commercial, multifamily and single family subdivisions, hydrants shall be placed so that a hydrant is within 150 feet of a building and so that no point of a building (around its perimeter) is greater than 300 feet from a hydrant. Distance from a hydrant to a building is measured along the path of vehicular travel. (City Ordinance #2052) 42: All required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of construction. (IFC 503.1, 508.1) 43: Fire hydrants shall conform to American Water Works Association specifications C-502-54; it shall be compression type, equipped with two 2-1/2" N.S.T. hose ports and one 5" Storz pumper discharge port, and shall have a 1-1/4" Pentagon open -lift operating nut. (City Ordinance #2052) 44: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2327 and #2328) 45: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 46: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 47: ***PUBLIC WORKS DEPARTMENT CONDITIONS*** 48: Any material spilled onto any street shall be cleaned up immediately. doc: IBC -7/10 D13-110 Printed: 04-17-2013 49: Temporary erosion control measures so be implemented as the first order of businefil prevent sedimentation off-site or into existing drainage facilities. 50: From October 1 through April 30, cover any slopes and stockpiles that are 3H:1 V or steeper and have a vertical rise of 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. 51: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All disturbed areas of the site shall be permanently stabilized prior to final construction approval. 52: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 53: It shall be verified in writing to the Utilities Inspector that the landscape irrigation system contains a State Department of Health approved double check valve assembly. This shall be done prior to the Final Inspection. 54: All double check valve assemblies shall be approved by the State Department of Health. doc: IBC -7/10 D13-110 Printed: 04-17-2013 CITY OF TUKHA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Perk_ .t No. I 1 0 Project No. Date Application Accepted: L --�-- 13 Date Application Expires: (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Q jj��(' King Co Assessor's Tax No.: 35 23 O� 9f-3�o 5s Site Address: I6e)6O aR 1'-3-1 A ROon,D S y TUgalA Suite Number: Floor: Tenant Name: 5C14(' KC ee..YG Tag W.sp-&-.ST4.ri a..?New Tenant: Ei Yes Q�No PROPERTY OWNER Name; Klan Goo...pr'Y DfsPi. of thT• Perseutits ".�Nil Address:96i �l �. 4G KSo� i..Cs t CE T1 �7 City State: oil, Zip:9B(0q. CONTACT PERSON — person receiving all project communication Name: — r loA4 Cot.c.0-G A"' Address: �" �0( `5.J soa6T., 6,1-6.761 City: ..-..►.-rr..c State: 60A Zipcil8l , Phone: 6C .24:, 4:, 3 Fax: z‘.9.. to 3 , 300 Email: 1v 10 K. •C P.E<cG,a.0 «- K,A)c4c01-r. CCC/ GENERAL CONTRACTOR INFORMATION Company Name: I T 1,1611 es aS ,toe -rl a,t, 1,4c Address: la' 60 /4012:10 OP kI41 City: V ` State: W/' Zip: q Phone: e,tCgv. 2,16G, .1 0,0 t}d Fax: 2O(. 2S . I (Q 3 4 Phone: yah p,35 33 yx: Contr Reg No.:c493/ typitairt2(pt/1G te: ev (/ 0 Tukwila Business License No.: H:Wpplications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised February 2012 bh ARCHITECT OF RECORD Company Name: Architect Name Address: -7g3 _ �is ^ v G , A) . City: ......1F4-rt''•c.a State: it/A Zip:9 tcq Phone: e,tCgv. 2,16G, .1 0,0 t}d Fax: 2O(. 2S . I (Q 3 4 Email: G1-143tb-tC KP4, co N+ ENGINEER OF RECORD Company Name: ', A' C Engineer Name: _ �y.11,�L5F 4 �c L 'l ' Address: e 9 6i1 _ z its E. t ..5 Vv i o .S i City: State: Zip:yB (»f Phone: .0(0.645. c.1Fax: Email: KAx"...Q,. N OFA) *owl- l- 0 S ft tc . caw LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Address: City: State: Zip: Page 1 of 4 BUILDING PERMIT INFORMATI 206-431-3670 Valuation of Project (contractor's bid price): $ Existing Building Valuation: $ Describe the scope of work (please provide detailed information): TituGT iJEA, RCS-yG6 (.J4 60t 4-p •J[� Will there be new rack storage? ❑ ....Yes [] io If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Will there be a change in use? ❑ Yes Compact: Handicap: No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinklers ❑ Automatic Fire Alarm ❑ None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes 0 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: \Applications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure ., New Type of Construction per IBC Type of Occupancy per IBC 1st Floor ®,, 5, I � Y" %2 1 r - 8 2nd Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Will there be a change in use? ❑ Yes Compact: Handicap: No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinklers ❑ Automatic Fire Alarm ❑ None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes 0 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: \Applications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 2 of 4 PERMIT APPLICATION NOTES — • Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one 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). 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 00N001,e0RIZED AGENT: / G� Signature: Date: /Y/ I /13 Print Name: GK n %i L4 t. N RGYS LL __ G -D1Day Telephone: o�otc • c2' Mailing Address: 10f Cial/1t! �• / „SATE. (WO r 6GG 6 ATTc-F fIJA 1bIC City State Zip H:Wpplications\Forms-Applications On Line\2012 Appltcations\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 4 of 4 • 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.TukwilaWA.gov RECEIPT Parcel No.: 3523049037 Permit Number: D13-110 Address: 18800 ORILLIA RD S TUKW Status: PENDING Suite No: Applied Date: 04/09/2013 Applicant: BOW LAKE - RECYCLING BLDG Issue Date: Receipt No.: R13-01264 Payment Amount: $550.15 Initials: WER Payment Date: 04/09/2013 04:21 PM User ID: 1655 Balance: $0.00 Payee: CYNTHIA ADAMS (PHONE) TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 085771 ACCOUNT ITEM LIST: Description 550.15 Account Code Current Pmts BUILDING - NONRES STATE BUILDING SURCHARGE 000.322.100 545.65 640.237.114 4.50 Total: $550.15 D.;n1nd• AA AA 7Al'! INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project, OttLa L./KE Type of Inspection: v- ctKI Al.. Ad1 res): foil L Date ailed: Special Instructions: 9.00tla — iv O_b Date Wanted:. CI— 10— t3 ��:m P.m. Requester: 1-1— Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: yi6 t avtni5 1 E -4e RL. InkpeE or: 1 � Date: 4- In -13 ) 1 rx.Jnt. sL1, n REINSPECTION FEE R `QUIRED. 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 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 I. (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Pro a .66 Type of .Rctioon:, SO b PC Address: ( OGSDO D RR.11.t,ln Date Called: --, Special Instructions: Dateted:. Wa — 1to- 13 a.m . p.m. Requester y Phone No: ElApproved per applicable codes. ElCorrections required prior to approval. COMMENTS: ,moi, 4 L) lergtwi 0O61t? Aco?c1/0 SO b PC C2). Ltbl;e ti3ori .s 1---; tJA 1 Q bgr 16r."';7r: �� I� RF�INSPECTION FEE REQUIR D. Prior to n t inspection, fee must be pa d 4t 6300 Southcenter Blvd. Suite 100. Call to schedule reinspection. Dat 3 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING .DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 le— (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Di3-I1 c Prq' tom: 1�(1� A _ Type of Inspection: T lS�f ►.1�F 1 } Addr s: cy) plataani ate Called: Special Instructions: Date Wanted:/ 7--2.:—t / a.m. p.m. Requester: ,�— UJA Phone No: -2-s3-z-55- Vc ® i Approved per applicable codes. El Corrections required prior to approval. COMMENTS: r. 1 REIN PECTION FEE REQUIRED. Prior to ! ext inspection. fee must be a4t 6300 Southcenter Blv�.. 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 c1� 1-- 1)13-110 Permit Inspection Request Line (206) 431-2451 Project.: i3c2uJ-L-A KL (t) f/2, -))/1/A/& - A%p P /) Type of Inspection: c )A i/ ,CA/S2it,liio.v 3 4p1441A,7 Address: + 0 Goo 0Q t L.L/ 1 A i> Date Called: Special Instructions: Date Wanted:. 6 - 2 7-- 13 a.m. p.m. Requester: • Phone No: 253 -X.5; - S C o Approved per applicable codes. Corrections required prior to approval. COMMENTS: (t) f/2, -))/1/A/& - A%p P /) s 1 C, L Az i,./6 - APO7i o,iF,> 3 4p1441A,7 j UV i /A; G /17 d? 1 N!( a,/iox. - H6Jp fo✓('CJ 5 .5p(ra/(-yJ( -/i - 4,,)/WPcf • (----InspecRor: Date: 1Y EINSPECTION FEEEQUIRE. 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 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 D13 110 Lei - Projekt: boe (-Ak< Rc,t0)-e_- Type of Inspection:. wA,) s rtc-gt-+i'kl b Address:,...,Date SOd Q R Qst_ L I .q Called: • _ ;Zcr,�-E S 0 ra-,k,4, Special Instructions: Date Wanted: C J - 7- 3 a.m. p.m- Requester: (►917 • Phone No: _ 1-3 Approved per applicable codes. Corrections required prior to approval. COMMENTS: o & e f t• Inspect 1: Y. SPECTION FEE REQ IRED. Prior to ext inspection, fee must be at 6300 Southcenter lvd., Suite 100. Call to schedule reinspection: El . 4, Date 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 Project: 1w— LA tom. Type of Inspection: Q t ie)L..-C Piel( Address: Date Called: Special Instructions: (h7h5 3-O 1 Date,Wanted:. 2. i a.rn p.m. --- -G- Requester: Phone No: 7 5 --- 7 5:5 -- e 'OS Approved per applicable codes. El Corrections required prior to approval. COMMENTS:_„--' j ; ( t "4, x ((l) 1< .0. Inspect r: Date: r� REINSPECTION FEE REQUI ED. Prior to nex� Inspection -fee must be pad at 6300 Southcenter B vd., Suite 100. Cap to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDINGLDIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 12,, (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Pr 'ect: OVi -1`A‘ RecL,. Type of Inspection: bye(Ee1 C' '`�E lci Address: e () C\ it,L- A21\ Date Called: Special Instructions: ; Date Wanted:.,m, Li - 22-:.- (dam p.m: Requester: Phone No: 2 r -P -q .i / 3C.)(i�`ci ElApproved per applicable codes. • Corrections required prior to approval. COMMENTS: >j V IInspect$`r: I /% 'I Date: / REINSPECTION FEE,REQUIRED. Prior to nex paid at 6300 Southcenter Blvd.. Suite 100. Dail inspection, fee must ber'- to schedule reinspection. 'INSPECTION RECORD :Retain a copy with permit INSPECTION NO. PERMIT NO. CITY O.FTUKWILA BUILDING DIVISION 6300 Southcenter. Blvd.,:#100, Tukwila. WA 98188 (206) 431-3670 Permit InspectionRequest Line (206) 431-2451 D13—I1c0 Proj ct: O CA.- LcJJ. Type of (nsspecction: ¥'w FitiAA Address:. 'IS`6O()- C�r;((<o+. IL Date Called: (`t Special Instructions: Date Wanted. ZV ((3 P.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: tna: :Ft rf--1 Inspector: Date: ?f2-0115 (ZO (13 REINSPECTION. FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. 1 INSPECTION NUMBER INSPECTION RECORD, Retain a copy with permit t 3 - r = /6) PERMIT NUMBERS CITY OF TUKWILA-FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project:/ 4 deco C. guild/45 Type of Inspection: Fid-F«r-;,101) Address:' Suite #: /$gG: Or,//ia gzd 5 Contact Person: Special Instructions: Phone No.: r>lk Approved per applicable codes. Corrections required prior to approval. COMMENTS: fist A la,in Frt�C7.407% e0P17,/ -� r Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspectora friq3 ' Date: enio3 Hrs.: /0 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 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 -166 -- Bow Lake Recycling and Transfer Station Construction of Recycle Building 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 4-2-13 through 4-27-2013, 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, Timotfiy R:-Ayden WABO Special Inspector SI 01070 Attachment: Special Inspection Tracking Log Final Summary Permit D09.165 Alan D. Corwin, P.E. WABO Technical Director King County Department of Transportation Materials Laboratory King County Special Inspection Tracking Log 155 Monroe :Lerner NE, Fuson. W.\ 98056.4199 Marc: (206)2:96-7709 Fax: (206) 296-0179 Project: Bow Lake Recycling and Transfer Station Phase 1I Prime/Sub-Contractor: Lydig Construction Project Number: 1115819 (Recycle Building) Permit No. 009-165 Page: 1 Of 1 Report No. Report Date Inspector Summary of Inspections/Testing Sample I.D. Numbers Non -Conformance Report (NCR ) Report No. and Date Date Resolved 303 04/02/13 TRH Spread Footing N/A 304 04/03/13 TRH Spread Footing KC -13-541 through KC -13-544 309 04/08/13 TRH Stemwalls N/A 310 04/09/13 TRH Stemwalls KC•13-585 through KC -13-588 311 04/11/13 TRH Sample Pick-up N/A 320 04/26/13 TRH Stab -on -Grade KC -13-660 through KC -13-663 322 04/27/13 TRH Sample Pick-up N/A Approved for Distribution By. Fpm: 1npNm end Toltec Toddle leg For Information Only Materials Engineer Submitted By: Initial Date pes stntunion Flogged. 4262013 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 Recycle Building 18800 Orillia Road South Tukwila, WA Project No. L10473, L13057 Gentlemen, RECEIVED CITY OF TUKWILA MAY 2 9 2013 PERMIT CENTER Final Letter Permit No. D13110 Seattle O/fioe 20225 Ceda-Vdey Rand Sate 110 LyrnAcc4 WA98036 ph 425.7429360 fax425.745.1737 Tacoma Office 10029 S. Taxn a Way Sate E-2 Taxma, WA98499 01253584.37M fax 253.584.3707 AariandOf6ce 7911 NE 33rd Drive Site 190 Pollard, OR 97211 ph 503.281.7515 fac50a281.7579 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 REVIEWED FOR GO APPN E ROVED 000 FILE COPY KING COUNTY OFFICIALS: KING COUNTY EXECUTNE RON SIMS COUNCIL MEMBERS KATHY LAMBERT LARRY PHILLIPS PETE VON REICHBAUER DOW CONSTANTINE LARRY GOSSETT JANE HAGUE JULIA PATTERSON BOB FERGUSON REAGAN DUNN APR 17 2013 KingCounty City Of Tukwila { Department of BUILDING DIVISION ` Natural Resources and Parks Solid Waste Division BOW LAKE RECYCLING AND TRANSFER STATION LOCATION MAP O SITE FACILITIES CONTRACT CONTRACT # C00405C09 VICINITY MAP INOOI TO ORAW21G5 IN068 OF DRAWINGS ON SHEETS 6012-G013 SITE ADDRESS 18800 DRILLA ROAD SOUTH 11XKWAA WA 98188 PARCEL NUIF&R AND IFGAL DF5C41PR0N PARCEL ROWER: 3523049037 BEG W 1/4 CDR RI 5 87-56-00 E 960 FT 114 5 53-24-59 W 727.57 FT M 5 38-42-02 E 1144.63 FTM 5 04-04-00 W 490 FTM N 87-57-00 W 1238.31 11 18 N 05-44-13 E 1815.11 11 10 BEG LESS RD LESS 5T IFAY PARCEL NUMBER 3523049124 POR Cr W 1/2 OF SW I/4 35-23-04 LYING W0Y OF IN ORW PLAN & 700 FT ELY LEAS AT R/A TO L LN SUR OF 5R 5 (PSN N0 1) JCI SSN /5-A TO 5 178TH ST & W OF A LN [AWN PLAN & 700 FT ELY LEAS AT R/A TO L LN SUR 5R (PSH /I) s 188TH ST NXN LESS POR LYING NLY OF A IN CRC AT R/A FR SD L W NW STA l 2455+00.0 LESS POR LYING 4Y OF A LN DRWN A R/A FR l 18 5118 FR MY STA L 2445&3.3.3 LESS POR 11140 WLY OF A W DRAW PLAN & 215 FT ELY OF 5D L SUR IN PER DEED 20080806001267 PROJECT DESCRPT2 EXPAN90N OF THE E70511NG BON LAKE RECYCLING AND TRANSFER MOON INCLUDES NEW GRADING. MUTES, NA SURFACE IMPROVEMENTS. NEW FACILITIES INCLUDE A SCALEHOUSE. IRANSFER/RWAFER STATION OPERATORS BONDING (TRANSFER/150 BOLDING) AND RECYCUNG BUILDING. TRANSFER/TSO BUILDING INFORMATION LEVEL C LEVEL 1 LEVEL 2 FLOOR AREA 12,429 82,089 6,078 OCCUPANCY CLASS F1 F1/8 B IBC TYPE OF CONSTRUCTION II -13 II—B II—B RECYCLING BUILDING INFORMATION ONE LEVEL FLOOR AREA 881 OCCUPANCY CLASS F1/B IBC TYPE OF CONSTRUCTION V—B BREAK STRUCTURE BUILDING INFORMATION ONE LEVEL FLOOR AREA 35 OCCUPANCY CLASS U IBC TYPE OF CONSTRUCTION V—B SCALEHOUSE BUILDING INFORMATION ONE LEVEL FLOOR AREA 758 OCCUPANCY CLASS 8 IBC TYPE OF CONSTRUCTION V—B RECEIVED CITY OF TUKWILA APR 0 9 201 PERMIT CENTER 0210010 A0 v�WFY_v0 er1 n rs ' CH TA 0.1000.100ro• TNurANG 0ar 2/ym GTT DF TUKWILA BIILDS0 PERMIT REV DATE RE119101 0CSCRPM0 King County Department of Natural Resources and Parks Solid Waste Division I1*tihIII _cI( R.W. Bock, Inc. 1001 Fouts Avenue, SIRS 2508 Seattle, WA 88154-1004 (208) 695700 80W LAKE RECYCLING AND TRANSFER STATION SNE FACILITIES CONTRACT BUILDING PERMITS COVER SHEET reozcr CDa0.5CU9 • DONOIG NANO! D\ 3- 1 1G CITY OF TUKWILA PERMITS - NOT FOR CONSTRUCTION emimalb M IX2T9- ""°239-2") I. MStWP.i.401t11nd .1,f6.1\CMIA01,/, hnniAL,, te.ie1Sia WM. \20:001‘.• Anta.60.1 0.1 5 1 F CITY OF TUKWILA PERMITS - NOT FOR CONSTRUCTION FILE COPY lo.*•a,i14 No. Structural Calculations Bow Lake Recycling and Transfer Station Recycling Building 18800 Orillia Road South Tukwila, WA 98188 MLA Project No. 2007.104 King County Department of Natural Resources and Parks Solid Waste Division Prepared for R.W. Beck, Inc 1001 Fourth Ave, Suite 2500 Seattle, WA 98154 I UPIRES July 31, 2009 MLA Engineering, pllc 1411 Fourth Ave, Suite 760 Seattle, Washington 98101 206.264.2727 206.264.4835 Fax REVIEWED FOR CODE COMPLIANCE APPROVED APR 17 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 0 9 2013 PERMIT CENTER • • 4,•.1.; MLA Irrarai Engineering, pllc 1411 Fourth Avenue, Suite 760 Seattle, WA 98101 206-264-2727 I JA 0 t' LI LKe-Fee Recycling JOB NO. 2007.104 SHEET NO. 0.01 OF ,„",,,,, „,,,ei I.ALU tsf s6.—.. DATE 2/10/2009 CHECKED BY DATE Calculation Index Section 1 Design Criteria and Loads Section 2 Roof Framing Design Section 3 Lateral Load Design Criteria and Determination Section 4 Steel Moment Frame Analysis and Design Section 5 Lt Ga Shear Wall Analysis and Design Section 6 Diaphragm Analysis and Design Section 7 Foundation Design Section 8 Miscellaneous Design MLA Engineering, plIc 1411 Fourth Avenue, Suite 760 Seattle, WA 98101 206-264-2727 JOB Bow Lake -Fee Recycling JOB NO. 2007.104 SHEET NO. 1.01 OF CALC BY JES DATE 2/10/2009 CHECKED BY DATE Section 1 Design Criteria and Loads Design Loads MLA Engineering, plic Project Bow: Lake - Fee Recycling Bldg Project No. 2007-104. Design Loads for Construction Roof standing seam 1.0 psf insulation 1.0 psf 1.5" Mtl deck 22ga 23 psf framing 4.0 psf 1.5" MtI deck 22ga 2.3 psf mech./elec/misc . 2.4 psf Total 13.0 psf Design Loads.xls 1. o 2. MLA :';6dX5 Engineering, plIc 1411 Fourth Avenue, Suite 760 Seattle, WA 98101 206-264-2727 JOB Bow Lake -Fee Recycling JOB NO. 2007.104 SHEET NO. 2.01 OF CALC BY JES DATE 2/10/2009 CHECKED BY DATE Section 2 Roof Framing Design 2.0Z MLA Engineering, plic (206) 264.2727 JOB F F Retro 1i 13 licij SHEET NO. OF CALCULATED BY DATE 7 rf- 0 1 CHECKED BY DATE SCALE A 3 3 A ; ? 1 R00 F LA- Your u. REAM 1 nt' u. =31151)(4.F1) S5 143. ip14: SPAN 11:5) i Q,og . !AE: -47T 46(Et. CA -Les ! DL 95- r•4 5p-e)(iY) = 2 it, it SPA -4u Z4.1 4)5 E Al-77-4-efig1 CALC5 u. 2 2 5 2001 North American Specification Project: Bow Lake - Fee Recycling bldg Model: roof joists @ 6.5' oc Date: 3/19/2009 R1 14.50 ft Section : 1200S200-68 Single C Stud (X -X Axis) Maxo = 7392.7 Ft -Lb Moment of Inertia, I = 20.864 in^4 Loads have not been modified for strength checks Loads have not been modified for deflection calculations C. .O 7 Flexural and Deflection Check Mmax Span Ft -Lb Center Span 6517.8 Fy = 50.0 ksi Va = 2770.7 Ib Unif Ld Ib/ft R2 Mpos Bracing Ma(Brc) Mpos/ Deflection Ft -Lb (in) Ft -Lb Ma(Brc) (in) Ratio 6517.8 Full 7392.7 0.882 0.401 L/434 Combined Bending and Web Crippling Reaction or Load Bmg Pa Mmax Intr. Stiffen Pt Load P(Ib) (in) (Ib) (Ft -Lb) Value Req'd ? R1 1798.0 6.00 1508.9 0.0 1.43 YES R2 1798.0 6.00 1508.9 0.1 1.43 YES Combined Bending and Shear Reaction or Vmax Mmax Va Intr. Intr. Pt Load (Ib) (Ft -Lb) Factor VNa MIMa Unstiffen Stiffen R1 1798.0 0.0 1.00 0.65 0.00 0.42 NA R2 1798.0 0.1 1.00 0.65 0.00 0.42 NA 1 Title Block Une 1 You can changes this area using the "Settings' menu item and then using the 'Printing & Title Block' selection. Title Block Line 6 )Steel: Beam'Design Lic. # : KW -06003492 Description : Roof Beam 1 Title : Dsgnr. Project Desc.: Project Notes : a v ..u.. .. .....«. ..a.»4. Material Properties Analysis Method : Allowable Stress Design Beam Bracing : Beam Is Fully Braced against lateral -torsion buckling Bending Axis : Major Axis Bending Load Combination 2006 IBC & ASCE 7-05 Job# 2.e7 Printed' 19 MAR 2009. 1:37PM Rig: Z,_l20071104 Bow Lake Design 33091Calcs & De lgn Cnteria\Fee Recycrin¢ 61dgUee ec6 .,:ENERCALb,_INC 1983;2008,Ver6,121,l27,1.95$ License Owner : MLA ENGINEERING, PLLC Calculations per IBC 2006, CBC 2007, 13th AISC Fy : Steel Yield : 50.0 ksi E: Modulus : 29,000.0 ksi D 0.095 S 0.183 W12X22, Span = 26.0 ft Applied Loads Beam self weight calculated and added to loads Load for Span Number 1 Uniform Load : D = 0.0950, S = 0.1830 k/ft, Tributary Width = 1.0 ft DESIGN. SUMMARY Maximum Bending Stress Ratio = Section used for this span Mu : Applied Mn / Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward L+Lr+S Deflection 0.000 in Max Upward L+Lr+S Deflection 0.000 in Live Load Deflection Ratio 0 <360 Service loads entered. Load Factors will be applied for calculations. 0.347: 1 W12X22 25.355 k -ft 73.104 k -ft +D+S+H 13.000ft Span # 1 Max Downward Total Deflection 0.687 in Max Upward Total Deflection 0.000 in Total Deflection Ratio 453 Maximum Shear Stress Ratio = Section used for this span Vu : Applied Vn/Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs Desi.n OK 0.061 : 1 W12X22 3.9008 k 63.960 k +D+S+H 26.000 ft Span # 1 -Maximum Forces'i& Stresses for; Load Combinations: Load Combination Max Stress Ratios Segment Length Span # M V Overall MAXimum Envelope Dsgn. L = 26.00 ft +D Dsgn. L = 26.00 ft +D+L+H Dsgn. L = 26.00 ft +D+Lr+H Dsgn. L = 26.00 ft +D+S+H Dsgn. L = 26.00 ft 1 +D+0.750L+0.750S+H Dsgn. L = 26.00 ft 1 +D+0.750L+0.750S+0.750W+H Dsgn. L = 26.00 ft 1 +0+0.750L+0.750S+0.5250E+H Dsgn. L = 26.00 ft 1 Overall;Maximum Deflections;: Summary of Moment Values Mmax + Mmax - Ma - Max Mnx Omega'Mnx Cb Rm Summary of Shear Values Va Max Vnx Omega'Vnx 1 0.347 1 0.135 1 0.135 1 0.135 0.061 25.35 0.024 9.89 0.024 9.89 0.024 9.89 0.347 0.061 25.35 0.294 0.052 21.49 0.294 0.052 21.49 0.294 0.052 21.49 Unfactored::Loads: 25.35 9.89 9.89 9.89 25.35 21.49 21.49 21.49 122.08 122.08 122.08 122.08 122.08 122.08 122.08 122.08 73.10 73.10 73.10 73.10 73.10 73.10 73.10 73.10 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 3.90 1.52 1.52 1.52 3.90 3.31 3.31 3.31 95.94 95.94 95.94 95.94 95.94 95.94 95.94 95.94 63.96 63.96 63.96 63.96 63.96 63.96 63.96 63.96 Load Combination Span Max. Defl Location In Span Load Combination Max. '4, Dell Location In Span D+L+S 1 0.6874 13.130 Maximum Deflections #or Load .Combinations;.-,. Unfactored Loads':' 0.0000 0.000 Load Combination Span Max. Downward Dell Location In Span Max. Upward Dell Location In Span D Only S Only 0.2662 0.4192 13.130 13.130 0.0000 0.000 0.0000 0.000 Title Block Line 1 You can changes this area using the 'Settings" menu item and then using the Printing & Title Block' selection. Title Block Line 6 �SteeliBealrYi Title : Dsgnr: Project Desc.: Project Notes : esa'n • Job# o 5 Printed: 19 MAR 2009, 1:37PM Fle Z\2007104 Bow Lake Desi?n,33091Catcs 8 Design CrneitalFee:Recyclirig BklgUee ec6' NERCALC INC 1$83.2008, Ver• -6.021, N27j95., Lic. # : KW -06003492 License Owner : MLA ENGINEERING, PLLC Description : Roof Beam 1 Maxi�rtum Deflections. for Load Combinations.=-Unfactored Loads Load Combination Span Max. Downward Deft Location in Span D+L+S 1 0.6874 13.130 Vertical Reactions`- Unfactoreii Load Combination Support 1 Support 2 Overall MAXimum 3.901 3.901 D Only 1.522 1.522 S Only 2.379 2.379 D+L+S 3.901 3.901 Steel:;Section+Properties .::.. W12X22 Max. Upward Deft Location in Span Support notation . Far left is #1 0.0000 0.000 Depth • = 12.300 in I xx = 156.00 104 J Web Thick = 0.260 in S xx 25.40 In"3 Cw Flange Width = 4.030 in R xx = 4.910 in Flange Thick = 0.425 in Zx = 29.300 in43 Area = 6.480 in"2 I yy = 4.660 In"4 Weight = 22.058 Of S yy = 2.310 In"3 Wno Kdesign = 0.725 in R yy = 0.848 in Sw K1 = 0.625 in Zy = 3.660 in"3 Qf its = 1.040 in rT = 1.020 in Ow Ycg = 6.150 in 0.293 In"4 164.00 in"6 12.000102 5.120 In"4 4.760 in"3 14.400 103 MLA Engineering, plIc 1411 Fourth Avenue, Suite 760 Seattle, WA 98101 206-264-2727 JOB Bow Lake -Fee Recycling JOB NO. 2007.104 SHEET NO. 3.01 OF CALC BY JES DATE 2/10/2009 CHECKED BY DATE Section 3 Lateral Load Design Criteria and Determination MLA Engineering, pllc Project Bow Lake - Fee recycling bldg Proj No 2007-104 Date: 3/18/2009 Calculate the Wind Force on a building Longitudinal 60.00. Enclosure: Partially Enclosed GCpi: 0 0 1) II il‘ Transverse Wind 1 Shed W = 14.50 3,o2 Elevation Ridge 14.50 ft Eave 12.00 ft First 0.00 ft Simplified Sketch to show force directions. Wind pressures are determined using the SEAOC IBC spreadsheet or by hand calculation. Roof Level - Transverse, Wind on High Wall Height Width Force Leeward roof P2 = 7.49 psf • sin 9.782 • 14.71 ft • 60.00 ft = 1,124 lbs Windward wall P3 = 8.56 psf • • 7.25 ft • 60.00 ft = 3,726 lbs Leeward wall . P4 = 5.35 psf " 6.00 ft • 60.00 ft = 1,927 lbs Froor = 6,777 Ibs Roof Level - Transverse, Wind on Shed Roof Height Width Force Windward roof P5 = 13:92 psf sin 9.782 2.50 ft ' 60.00 ft = 355 lbs Windward wall P3 = 8.56 psf * • 7.25 ft • 60.00 ft = 3,726 lbs Leeward wall P4 = 5.35 psf • • 6.00 ft • 60.00 ft = 1,927 lbs Froor = 6,007 Ibs Roof Level - Longitudinal Roof gable wall P1 = 13.92 psf Windward wall P3 = 8.56 psf Leeward wall P4 = 5.35 psf Fafs1 = 6,777 lbs Height Width Force 0.5 • 2.50 ft 14.50 ft = 252 lbs ' 6.00 ft 14.50 ft = 745 lbs * 6.00 ft 14.50 ft = 466 lbs Frog = 1,463 Ibs ASCE 7-05 Wind Method 2.xls MLAtngineering, plic Project Bow Lake - Fee Recycling E Project No 2007-104 Date: 1/15/2009 Calculate the Weight of the Building Roof roof area ext walls below 885 sf 98 _ If * 13.00 psf * 10.00 psf = Total Weight = Bldg Mass = 11,499 lbs 975 plf 20,274 lbs 20,274 lbs * 9.000 ft = 8,775 lbs W Design Loads.xls W • M=i Engineering, plIc 3.',t( Subject: Ordinary Moment Frame Job: Bow Lake - Fee Recycling Building Job Number: 2007-104 Date: 15 -Jan -2009 By: JES Section: Checked By: Pagelof: ASCE 7-05 Base Shear & Vertical Force Distribution INPUT DATA Short Period Response Acceleration S8 = 1.380. From USGS Website Spectral Response Acceleration © 1 sec S, = 0.470 From USGS Website Soil Class SC = p;.. (A through F) See Table 20.3=1 Occupancy Category IV (1,11, Ill or IV) See Table 1-1 Response Modification Factor R = 3:5 Table 12.2-1 Total Building Weight W = 20.3' kips See Sections 12.8 Building System Coefficient C, = 0.028 Table 12.8-2 Total Building Height h = 13.25 feet Number of Levels n = 1 This count should only Include supported levels. Long -period transition period TL = 6 Figure 22-15, pg 228 Max dist. between lateral system elements 26 feet 11.6-4 Diaphragm Flexible 11.6-4 Calculated Period T = seconds CALCULATE BASE SHEAR Seismic Design Category based on SDs SDC = D Table 11.6-1 Seismic Design Category based on SD, SDC = D Table 11.6-2 Controlling Seismic Design Category D Occupancy Importance Factor IE = 1.50 Table 11.5-1 x coefficient for determining building period x = 0.8 Table 12.8-2 Approximate Fundamental Period of Vibration = C,' h"" Ta = 0.221 sec. Eqn 12.8-7 Cu Fundamen al Period of Vibration used Force Distribution Exponent k = C„ = 1.4 Table 12.8-1 'Ta = 0.310 Limit per 12.8.2 T = 0.221 12.8.2 1.000 Eqn 12.8.3 Table 9.4.1.2.4a S. <= 0.25 S3 = 0.50 S, = 0.75 S, = 1.00 S,>= 1.25 Soil Class D 1.6 1.4 1.2 1.1 1.0 Fa - - - - 1.00 lte c;oemcient for 5, Fa = 1.00 Table 9.4.1.2.4b Si <= 0.1 S, = 0.2 Si = 0.3 S, = 0.4 S1>= 0.5 Soil Class D 2.4 2.0 1.8 1.6 1.5 F„ - - - - 1.53 ite Coefficient for S, F„ = Modified Short Period Acceleration = Fe S, Modified 1 sec. Period Acceleration = Fv*S1 Design Short Period Acceleration = 2/3'SMs Design 1 sec. Period Acceleration = 2/3*SM, Ts = So1/SDs To = 0.2Ts Seismic Response Coefficient = SDs/(R/IE) Seismic Response Coefficient = SD1/(R/IE)/T for TSTA Seismic Response Coefficient = SD1TL/T2(R/IE) for T>TL Seismic Response Coefficient = 0.5'S1/(R/IE) Base Shear = CSW She = SMI = SDS = SDI = T, = To = C, = C, = C, = C, = V= 1.53 1.380 0.719 0.920 0.479 0.52 0.10 0.394 0.929 25.177 0.101 8.0 0.394 G ASCE 7-05 Base Shear - OMF.xls Table 11.4-1 Table 11.4-2 Eqn 11.4-1 Eqn 11.4-2 Eqn 11.4-3 Eqn 11.4-4 sec. 11.4.5 sec. 11.4.5 <==Controls Eqn 12.8-2 Eqn 12.8-3 Eqn 12.8-4 Eqn 12.8-6 kips Eqn 12.8-1 MLA iiini L:ra NSYl YlLO Engineering, plIc 3, vS Subject Ordinary Moment Frame Job: Bow Lake - Fee Recycling Building Job Number: 2007-104 Date: 15 -Jan -2009 By: JES Section: Checked By: Page/of: 1.20 Design Response Spectrum 1.00 - 0.80 - at 0.60 - 0.40 0.20 0.00 0.00 0.50 1.00 1.50 2.00 2.50 3.00 Period (s) CALCULATE STORY FORCES Use Eqns 12.8-11 and 12.8-12 Story wx (kips) h, (feet) Wx"hyo` _ F. (kips) V. (kips) F./W, Roof 20.3 13.25 269 _ 8.0 8.0 39% = 20. CALCULATE DIAPHRAGM FORCES per Section 12.10.1.1 269 8.0 Story ' wx (kips) Fp... (kips) Fp. (kips) Fpmax (kips) Use F (kips) Fp/W, Roof 20.3 5.6 8.0 11.2 8.0 39% = 20.3 ASCE 7-05 Base Shear - OMF.xls MLA Engineering, pllc 1411 Fourth Avenue, Suite 760 Seattle, WA 98101 206-264-2727 JOB Bow Lake -Fee Recycling JOB NO. 2007.104 SHEET NO. 4.01 OF CALC BY JES DATE 2/10/2009 CHECKED BY DATE Section 4 Steel Moment Frame Analysis and Design 'Y.02 MLA Engineering, plic Project Bow Lake - Recycling Bldg Project No. 2007-104 Date: 7/23/2009 Moment Frames Design Loads DLi = SL1 = DL2 = SL2 = DL3 = SL3 = PL.% pLt eLz 4/5L3 26 ft * 6.25 ft 26ft * 6.25 ft 26ft * 7.25 ft 26ft * 7.25 ft 26ft * 1 ft 26ft * 1 ft * 15 psf = 2438 Ibs 25 psf = 4063 Ibs 15 psf = 2828 Ibs 25 psf = 4713 Ibs 15 psf = 390 Ibs 25 psf = 650 Ibs EL = BYO: kips / 2 frames / = 281.7 pif WL = 6.V7:". kips / 2 frames / 14.20 ft = 238.6 pif Company Designer Job Number MSLA Engineering 2007.104 Bow Lake - Recycling Building Moment Frame July 23, 2009 9:17 AM Checked By: Hot Ro/Ied.Steel Properties Label Elkin Glkan Nu Them) 51E5 F1 DenllNik/M31 A36Or 36 . ,'ei A57.2tiiiif5D4 3 A99 0:!0i5064i d21R. ks 79000 "11154, 290004kPed,icIS4 ? z990QQ Jt154 dODx AM'tt1544. 3 .3 :127 3 ts� K ifigfagAs 49 Yleldlkslj 36 49 Sri . f1ASci 50 5 A500 Gr.48 29000 _ 11154 .3 .65 .49 48 Hot Rolled Steel Section Sets Label column »=beam. r Shane Tyne Pet • W10X28 Column Wide Mange giriiiArttrattaG ..Bdaoitis VYfda''F,laht' Materiel9.+kin AOC/ 21 krvOng e'Da'V JOne) A992 Twice 7x61 A992> mTfdleat •-•Ariel 14.1 :F%a173r� 144 1' .2044 . 4 Member PrimarlvData Label M1 1 Joint J Joint %Jot Rolaterdeal Secllon/Shane Time yesian List Material Design Rules COlu�nn YMde FFlanpe 1: -•is;.. d.6i-FEx4$b9aifitini wiagfIiVlpa N1 �N3 Column 3 M3 N4 N5 column Column Wide Flange A992 T okcal .1«ti1,X992 `l' Typlesl'•'11I' A992 Tvoical Member Advanced Data Libel 1 Release s 2f 3 M i%7k41V12.'iit°E''�tl},- M3 BenPIN BenPIN J Release 101%6151 J Offeetrall TIC Only Physical &Vi-A•Avre,x4r4. Yes TOM Inactive wsfi:1)5T2':52?T. _i Gfe �r MJF xks?Ye§. Yes Hot Rolled Steel Deslan Parameters 47t 3 M1 column_ M3 column 10.414 345554 13.528 Joint Coordinates and Temperatures Lateral Lateral Tem, ICI 1 Dead 1 oad N1 0 Reaction 4 Q Q Footino 1 ,r-24; ,N1„,,Reaclion,, 46,14,... 4Reelli s*Reeition 1.2i!;QuittlVeiLrdad , a. :ftiii., tit' ... .`-N2w7a+��"�¢d19'8B25xi�'�. tRiadian4vFootlnpi2-. bi}y.�,"!ti tr '� @F9E�f0.,»k.°s"c09,•n . its - r�.v sJi- r: `' rtrt *'. 3 •'b :o N 0 S1464 14 413793 m• 0 .:- Vii.. Giti:.�:r»t.t-r:'.i`. , yj."x'SL .ve5»esd 5 >' 4 I1 -t N4 it;% i#:'" f8 +s` rs7i blit e':if'sy"Ccclilt IQ 's,�r0: v""`1e, e attig i$41fi fAVix:. ,.... <. . i. ::. 5 N5 113 12.577707 0 0 ,4394;:,111, r. .. t . `:; Joint Boundary Conditions v Ikea) 1 Dead 1 oad DL Reaction Reaction 0 .4 }2eaetlon Reaction Footino 1 ,r-24; ,N1„,,Reaclion,, 46,14,... 4Reelli s*Reeition 1.2i!;QuittlVeiLrdad , a. :ftiii., caReliiiarg-41*?•Raget]di .Reacilo iHReactioii tRiadian4vFootlnpi2-. 3 N2 .0+s ''-5111 . Fixed Roof Live Load RLL •'b :o 11ktlge, f:4_uBf'2:;N3�.wr;+' S1464 4f✓Sl�t�u.,;2v';+:,F;.:$6'r;?Flt`C!>A6,'r'-^'.Mx±'F:1M'-t'�:t?F0&�ss�,j;Tl{�?r6.rz'_ m• > .:- Vii.. Giti:.�:r»t.t-r:'.i`. , yj."x'SL .ve5»esd 5 N5 ... ' s3. Fixed .1.. .. .. .... RISA -3D Version 8.0.2 ]Z: -A...1Calos & Design CritedalRecyding BIdg1MF.R30] Page 1 Company : MLA Engineering Designer : JS Job Number : 2007.104 Bow Lake - Recycling Building Moment Frame July 23. 2009 9:17 AM Checked By Basic Load Cases 1 Dead 1 oad DL Y .1 0 .4 r --,,,,i, jiwt 1.2i!;QuittlVeiLrdad , a. :ftiii., "iii` •, s aLLFk�� vi d:.7 dt �rbrw*'3ar -:< - ��i.. .+�. .0+s ''-5111 . 3 Roof Live Load RLL •'b :o 11ktlge, S1464 m• > .:- Vii.. $_a' .'Ii'RAk?.571k1WiliS2dd;caii 7..?;,IrTrfJw , yj."x'SL .ve5»esd . '.' Y? a.•Ane... ... ' s3. •-,$.-::.f...;-,, .1.. .. .. .... 1Mnd Load, WL 81.1. 1 '5 ry B�,•:z Sil§rtifC'L ad_ ren_ ',1 ELg'F i -:}..".-tom ,4394;:,111, r. .. t . `:; HW ..,, --4 1�ii1 41. ti'Stf. Member Distributed Loads (BLC 5 : Wind Load) 1 1 Mems Label D1nMhq Start MaenB lkle deal ] End Magner ejk/8 degl .238 Member Distributed LoXads (BLC 6 : Seismic Load) ran Locatlmfl8 (rid Lecallonre %I 0 Member Label pkecllor, 1 1 1 M2 I X I Start MegnkudelkM date 782 1 End MegnaudeVW deal .782 err Lorsdlonlll ped Lasationik %1 0 I 0 Joint Loads andnforced Displacements (BLC 1 : Dead Load) Joint Label L QM Direction N L 'riarg swJA:. , Magnkudejrl(.k m nn rad) 'k's"2A. k11"21j 2438 3 N2 L Y -39 Joint Loads and Enforced Displacements (BLC 4 Snow Load) John Label LD IM Direction 3 ` NSQ rti`. ,bic\if 1tiiietil&n4JC Magndudejec It m en null et s"2m k'tt 21j -4 062 3 N2 L Y -4'714A;.. s... _ -.65 Load Combinations An.* CI fa C RISA -3D Version 8.0.2 1Z \...\ ..\Cain & Design CriterialRecyding Bldg \MF.R3D] Page 2 !'es Y 0 .4 _ v r n r n 1 .0+s ''-5111 '=X91 '7412E.£`��.. FYe 10;3 Af l:a •'b :o 11ktlge, S1464 m• > .:- Fs rPi' 4p,n. �.'r•s i_I _.• yes_ 2 LL 81.1. �yy,.,3 Sf4'P,, L Jw�]1e6-7,b �4 tggi xiszai.,514„ ..'�1�1� ri 1�ii1 41. ti'Stf. T_ , 411I' i',15 Vi ,_ - - .:::‘,-1,:i11.-,..;.i .. �- 1 44? 6 3 RLL ?n'iv2L1+ n'ifSt 41,4iSltF ». 1e4i r _11 '1 j186 .:Y5 ad._ .. ...r: x .r 45t -a'.r. ;6,+.M.! .z -h ::'. 7 163d Yea )' DI ] 2 8 .� 'ig.. i $W 'i!tIit"Y.`i$�414til, "»hry.S'8 g93;LYiiiRk7i%!!.a ' eY I`iik t . ,,,r8 1 515 W=:1'6 -- ; r5.:.."-., p•'_,i`:7:.'.. ;. 9 ...MOI 16-4b. Yes 0 1 2 LL 5 RLL 5 IAA, 1 6 .. ..# ifidhF18s5i0...J444ies1 D'1 frig .F•: ` 1, rs2 EL .1.3.. .. ...:,-h .. s :E . 11 1&5b y Y D J., SL 2 EL -1 3_ .. i72'''•• iiflketixi:$f641914K'r s ..._ Y , aY.J • o 138 9Y` B�'A7 •,5 6, - .yt `` .. - `. r.. k� :-�-r- . 13 1 V1r r14:a•i •-'fn,''Eii' ': ,'..1Ye'91f4; 1 111.1 DL•..123.EL Flt.:$ -3 ..-: r1 i _ .. 4kti at:r Le' 15 16-76 `(es ¥ DL. 72 EL -1 3 .,. "fC1-x5t4_"'rr'IEO,tktfeir*),:.won:AYv4 .aS'EL', f,4, :_fi;it .Se....::24::&:,,.: ..: .... :?;_.,:.N,yli ._. 184' f` 'i rrv-.` D .0 .7`.t $'441 A s.yeTIO 7.1411 . "' $.•._n .4,.- •txci• .. , ... . $A0 +i .. 19 SL L >k20 k rdLi 5218 g .. Tall 74Y. F;s�.9 :17-,":••• r , ] ,: ix _ . Lii : ro .tt . 21 16.9 Y • 1 LL 1 772:i i. . i116P1 iii.:: .;•it 4044+:r Irt; a i+sY11e1:Sl k=id f'ie. • r1.4: tt ... t;e+ .1ta, r.;, ,. r.. RISA -3D Version 8.0.2 1Z \...\ ..\Cain & Design CriterialRecyding Bldg \MF.R3D] Page 2 Company Designer Job Number MSLA Engineering 2007.104 Bow Lake - Recycling Building Moment Frame July23, 2009 9:17 AM Checked By: Load Combinations !Continuer] Envelope Joint Reactions 1 16-106 max 3.569 5 OLL'1, RLL 0 __ 0 1 0 u 1 -- 0 1,. ;32a >J xer__i;.. •int Total.HR=Sfei f04?67 24 d._i:,, IBilaM r •:4 f'gri 4?56": n 14 lama75 ;i440renta•sA,:',1i: SiT75 -- .„1,"i.,-..fe N4 max e1 ,s't� is t.,:;f ,,,,, 25 16-11 1 0 1 • 1 LL 75 Yat1uirjt y k 5 4; ,�6 �11i i$1f::i'V 05 ; ••-Pe 0 .',-. k�T1 4417.r:O' •4: +26 .'1 aP1$512810P l'D' 5J5__als-. max % 1u3M37 23.052 6 #[r'+ 1 :i E.-fA2drr3•,1p21,44 V6. ,.,-i, -; L,. ir: iiiriii•:x -5i85':tv`55 .1"0 - ' lr ..0';',e 4 hn 11,44.:* -,1 a;:" x, . .. ,• :=28 A.'-A6,1&v v 120 3:7 I'Mil,4al .eit ''�"`'�' ""'0 „4.k� -.a* &+4t ./Li:i. 29 16-12d 0 1.129 :530 i01614CiaW: L '1 � - X95 .W 473y'9teL V8.7-1-4-.Jk444, roOral{ u':„1 .-, - ' 31 16-13t illn • . 5 LL RLL 75 .-32 *i �'t,.t6Ct3c7k t ID ' F f 6 1 X75 kzt7'S1''SS.475`. Aura § r k'S M%d.. din s 1': 'i3 1 13d D lu = 7 IL SL,,,7 n 4+. ,.. - :...- 18'413e ... a ._ ,, .... ;0 jr. •_,. "l' 25 1U' I RilLyi45t : IrAlvw. 3 krf r' 35 18-13f?• LAe EL -.525 LL 75 38 . t,:o s t iigti4:"„ ,. .11 : Y ,- 0.411091, • 1 . F Y -.525 .."7.5RLL .11175' LL 75 L� SL 53y:+t:Mit 7r5 i *",.F+4<k XAItice, dik= 41'➢ 5.10e t+:fs�cibyfitil- -.�' _i.:. . of - iil-Mi i_ 83 `i,—. • F -i=11 f^...:.7i :+ h "n itXv `r' a144,1i . t. 39 18-14b D 8 -1 40 r41 ,. 14,v3'mt: 45et', wt.1:: ' e - ..: ..( ,le°:.tt5,:c{, 0 '547'1 47 E6 •,;.7A'•1b• 1r-y'i ,• � n, k.: u w iiot i..i: «, i f*; r:1 , •'' t 16-15b Y ...Di 1.471 -.7 Envelope Joint Reactions 1 NI max 3.569 5 10.052 11 0 __ 0 1 0 u 1 -- 0 1,. ;32a >J xer__i;.. •int Total.HR=Sfei f04?67 �0s•M3,392•sS.71'i4-;,tt;( .:# ; <38?R <if., t .4 i-;5<`'t1",re1..::. 4?56": Y,,Wol, V{l'a#••O ;i440renta•sA,:',1i: 3 N4 max Q�9 1 2g 6 0, 1 0 1 0 1 0 1 :.4 c. Yat1uirjt y k $pini 4; ,�6 �11i i$1f::i'V 05 ; ••-Pe 0 .',-. k�T1 4417.r:O' •4: .07:1, >< 0' 'c ,Ft 5J5__als-. max 5 654 15 23.052 6 0 1 V6. ,.,-i, -; L,. ir: iiiriii•:x -5i85':tv`55 .1"0 4.6`2...1!t:5'k, . Oaah;s:sl lr ..0';',e 4 hn 11,44.:* -,1 a;:" x, . .. ,• Envelope RISC ASO Stee :ad= Checks 1 6 2. Me 35• Code Cheek Delft .. h -1.e 1 C.F. R• FtFb y -y Doll Fb z- 1-32,geb(om,ARD F 16.547 30 M1 iM2."Wt' & ;-4'57 10.4.— .068 �D7 0 v 10 9 q 37.5 30 1.75 14 3 M3 .525 Material Takeoff 135..,8 0 105 30 105, .039 y 11 37.5 25`13 18.168 1776 1 6 .4210H; 6 X85 6 H1-3 :H7=3 H1-1 1 Hot Rolled Steel ...._;2-*,.W,I�.l.i0'9923'Y�3# �'yf�?'�llVtl)lC261•.eigk.'?t=i= __ -w:,<:��:+.•2k'n{''>,.::'si:16:ca ati23!SiiiSS.#' 141, Ya*1L�LiYr,B 3 A9922X26 1 .44--.:. Total.HR=Sfei i. . . .14_. i..,,- 5'M'r4 # 'i : m 3,4,! ,.: i .:# ; <38?R <if., t .4 i-;5<`'t1",re1..::. RISA -30 Version 8.0.2 [Z1..1..1Celcs & Design Critena\RecycIing Bldg \MF.R3D) Page 3 q.a6 MLA Engineering, plic (206) 264-2727 JOB SHEET NO OF CALCULATED BY 5 DATE CHECKED BY DATE SCALE 234567512314577, 2 3•4673 4 SG 74 .234 s5 77 75 75 24125 7,4 22,42 ••FEE ycl...(Ay6 c30>a : 5770AY Plz/Fr /11:1 e T .R4/E FL. e cricrev A -t Low÷(0. E srop.r DRIFT cp.o15 l'sx/p o.01509.s-902:19% 2,o11 s z__ col axe 'f.AA = . (?•.'S /' • 3 z" I / OscE7 •*7-.4,40 il-mr& I PEP A.6crievti 2 2 5 2 4 3 8 a 7 a 5 2 Company Designer Job Number MLA Engineering JS 2007.104 Bow Lake - Recycling Building Moment Frame '1 c 7 July 23, 2009 9:21 AM Checked By: Basic Load Cases X Gray V Gray 7 Gra 1 -----_ --- Dead Load Y ea.-�._L DL DL 1.4 •• -1 ... ........ 3 . ..nr, s+,aufu...raca tIVI.t.0 vs.v. I,ac. , 2. `• <,� :Livelroad ,;';' ,. ,.Roof , ., rat.l .. Y; L.L_, ''=Y_ .�*,�Y , . 3•,; � ., ,� a�Y; . _.. �^, yy;f ,. iii Y�,l`.�.�; '', � r. •w`,,:; -?r j,7,v � s;;�- 3 , Live Load _ � �• 24gRMtF.114a RLL WI; •V:'t6 :'4HG M�iF L'1. -we 3 16-2b r 4 a'r a .te,), .%24 h Yom. ..< ✓u . '1 • ' I 1;4. .. .i._.: r1ro _ P,. *t5 1111k .67`. z ". -s ..' , t • • k 5 Wind Load WL `&v.i ,� YY `i�. DL 21i 1 ?r . a r +79 i rs 4... .4 L`Y'w Y < . _Seismic iroa °" ; f. ' °" xi L' ;:: j )i r..., r • , ,` YP Y. .� , tt" ,.. 1 _ tF .- ' • Load Combinations 1 16-1 Y DL 1.4 ....... •••••-••-•""''. c�9i• vs.v. OWL.. ULvr fabl oLli rat.l DLL tact 'A . � -� . , 1. f � � � � 'G�: ,.,�.sM.A;kf c2�ai.'.3) �C:FHf D�L� �1.�21 ��L :�1;.Vj �F7L,s 4'S�,� +° _ � �• 24gRMtF.114a WI; •V:'t6 :'4HG M�iF L'1. -we 3 16-2b Y DL 1.2 LL 1.6 RLL 5 -c: .. Aba y °r _;"�.V b` A -a. '' "� " `&v.i ,� YY `i�. DL 21i ''i682L ?r . a r +79 i rs (3 f. ' i'` ' .P K '` ,, i i,_k 'rL ,� ,7,tti; ",� r • , �. 5 16-3b Y DL 1.2 RLL 1.6 LL .5 11' V �} trr, OS/5,iLC',.:r _ 7 .+ C+ .ii "- „16 . ,..: ' .4.`.,16ti, .',g-4 . ;Y4 +••;?,.:DL':2 SL .a '1,/`,/( t 7 '.ti)`: 16-3d Y DL 1.2 RLL 1.6 WL .8 A `ef? .:64fir ` .5, w'' Y.i$•, ; 4613:42: 420. An ra 5e•. WEAgl+ kki a 5;4; Tsai ' p ': 9 16-4b Y DL 1.2 LL .5 RLL 5 WL 1,6 4.&:0.31. d� 6 Ja""".' •Met ritl V:Mt F B'.Y 064.,SL "'�EL 3 .` .-� ;g. r :1. x4 ' 11 16-5b Y DL 1.38 1.338.L;L�y .5 SL .2 EL -1.3 ,..'.f'...-:.,;; t i 'Vg•`.•' J r ;r: tf:'.Jl ^�. ;'a.Mi,;= tiktWi y� g°:"F,'.iR`b-6 :V/I ySL :• 6'-g `g `: .r'; ="i-'1•.•�T ',..`,c1_51 - O 1•',-..',.'4 . .:0. . , k..-: i ;'., t 1�3r^ 16-6b-65 ¥ DL .9 WALL -1.6 .,.. ..",!..1:41:::...• 'SiIH.:+' ` n.44Wita7.d 5 -VEI � a :atriS c'E'-'F liffifilMI C I 't�.4. 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"etvii. ,17:4tz ::•' <,,;.;'= .,..44.1n , 23 16-10b,, Y,e�•�sp�.,� Y DL 1 RL�Ly 1-'-'' „ix V..f.:L.i� - L).^ilf�::k�:T� `��a( i �A•' •{F Y,0'Y -:�YT��.�F' li�� l DL f,�j �1�r-l:L go :�`5 17. 9i tSL�1�`75� ti?'11 1 ���°;; '� � t f ��°; <-4ih a�4sr 7" r � -✓)-'{ "� E,, Y ,i'. 25 16-11b Yes Y_ DL 1 LL .75 RLL 75 ,. ;j_� v �Z6 �. Y „' Q +`yYn k .��...y. n � V�IL�%$����1�4S1: pTIVa L.-w1�j ..,,z t L `9 V Al r Y 04 ^Y b . r 'lY JG �..�..Y,ifl- Y` ,�* ^T �. 4$ r _..i T.4r L : L'T r r �.:f'^,.::;; a �.w•id* i. 27 16-12b yes Y DL 1 WL 1 :{f;9��.t.�1Al9��C3��^•iB .1 t 1t1S �m,Lt�'y �isMSr .., f.+��..�.9 , +c.�•��:t1 Y 128 ? 'R M ` {ye a �M G_ s lil•,es.:P � YY' r'l Dom` L lrf2 �! � �16•,'. E•7Le (4.1J, /.`L." /.iiCl�riYt�.-6 R� c 29 16-12d Y??s_.. Y pi_ 1.129 EL -.7 ,= '53`6`.1 ti,t?Mittf ll ` u eS`FY f ckDCl: 1; Olf 5' `1 M :a iii7it'i g "Wt hltl. ':',1:,`C. > V 31 16-13b Yes Y DL 1 WL - 75Q L .75 RLL 75 •Y32 .r 5t-': =`1 14•6r13c� :'a. -/ `; !e`s" &bfar ; s rif.IDL'� r W x°75; LI?;.- x'75'; SL. by �75r ' � + r ;" f � '� -L 33 16-13d Yes Y DL 1 WL -.75 LL 75 SL .75 . ''.;a4':',.- ; ; `} ,z •16 4e'£ uI;:yt t:4 fYes° 01,.i.,1':: ,3,1,1:•::.'..t Dl 11141:: te SO. 413 V,161110 k", ' r ; ' Y 35 16-13f Yes Y DL 1.097 EL -.505 LL .75 RLL 75 '36 ' ::1.'N `- .16P,3g : _ssx°Y4'4'3. 1(ar. rta4:;DL 1;097'EL 42 LL'' •5-f a15. 5 . r'. _4? ., :, ;L�. r i,. ,, a: g41 37 16-13h Yes Y DL 1.097 EL -.525 LL .75 SL .75 .r ,Y ``-38 Z:l .s,Y. , 1Vi14a.k:ti}G yell ��("r .:n. DD I..6liV..611'.,N✓tr,,, - t liEtM '4,n t�� 4 i1.i V.p."..4y , - 39 16 14b •TF1• Yes Y DL .6 WL -1 ^� tilt,, tag� ).. ,1,• , Y .405 f� .c. e ' . �r �;�$=�5a � �$ 1'' ' +•s t3W :Yep. fit •�. � a .. , ''l1.0 i• •' �I�l...;`T�'� �i;y ,' e �..�/ � 1-;.�' :'k� �.-�`_�`-• �Y'` _2 s �?�'-�'� u.r �5 ; .4'7; ���.�. r'' , 41 16-15b Yes Y DL .471 EL -.7 , . RISA -3D Version 8.0.2 [Z:\...\...\Calcs & Design Criteria\Recycling Bldg\MF.R3D] Page 4 Company Designer Job Number MLA Engineering JS 2007.104 Bow Lake - Recycling Building Moment Frame yrs July 23, 2009 9:21 AM Checked By: Envelope Joint Displacements Joi 1 N1 max 0 27 0 38 0 20 0 20 0 20 0 20 Yr2. ', t;, T.;Vetijri iii3ii .'MQ:',. ;,{ .39••'-0.Y-3 %M VP ..'0.:t .= 21P.:r,;,:10r,:ri 20 , .. 0'... , 2-, F -'Q.. ;',0' 3 -).V, N2 1 max .525 27 .019 �/� 39 •"i' 0 20 0 20 0 20 6.046e-4 39 .;`).'P.:4 �l-i, fF��Js � y� c` Ti?t'Y:.R g +Cart- ��.�'iiFl,� rr¢¢� l4` {� � `'i 0€�+'[Z�; ;`J. '}],1.a`<v>i3�( .; �.�qj� Nx4�O29 112_ .�• E'0,1;0.!' •Nsi� cr Uxp j20 t.,;;. '20 +ill i. X`'ri« .V.. i ,7..'E,,j 20,._�4' 20e- 27;; 5 N3 max .53 27 0 38 0 20 0 20 0 29 1.416e-3 39 :f . .t>-t.�,.� � , :.,i,1 � '�'°midi '6M` i x r til . -� Valli ;�.,•. _ 2-�- 1 � _,` � ,. ".:`006 '3 'F4V,tW �.: , ♦ • ���O �.T3 y{/�•a.�r�pt �L'.47: :1i'ixN. ' 4 0. .�..7:�1<.� 1 a.0; ; . :.4 1`....� 4Y20:" � 7 .'l? e ".�1.7� n 7 N4 max 0 38 0 41 0 20 0 20 0 20 0 20 .: ,.. k,8. '.C:.ml h' k- , .:�==�;: �:..�,,a-�mrn :1. It YI a'S.7e _�:�,.Oa���..��t ti.' t26- 'q(�c" ��.0_. �;�.zti��'. S- fld- ^�O�:,AYlfim���10r,�0�'��?20 `.t"b� �f. 4 :ifs�� p :��; D�. ,:r`�' ?�;�20`k:��,..=LOl�;al. t >'20 9 N5 max .529 27 Q 41 P 20 0 20 0 6.275e-4 39 10 . , .4�. \1n . °Y522 i ;39`. .� 08 "�-.f 0x,.r2b1 :-0_20, �.: .20 ::t�.3Atb ,:;,;. 20 47;12e0'2 M,4X t7 efleet-it&ti Envelope Member Section Deflections Member Sec x [in] LC y [in] LC z [in] LC x Rotate [... LC (n) Uy Ratio LC (n) Uz Ratio LC No Data to Print ... Envelope Joint Reactions LC LC 1 N1 max 2.133 39 8.205 33 0 20 0 20 0 20 0 20 2 ;' iii3ii ;�' '24ft ;teaVYa:°+ %M VP Wi M 42111406046 r;14t -glit0.lxt ViTif0.10td r20�. 3 N4 max 26 0.5755 36 20 � Tti ��,:�,,� MT ,1r216 -ts�2,11r745�`.8 ,0 9 £gA'`� MO': :4(` :. , ��,�U,r�r .'.2_0 1 Vb0 M >20` 5' Totals: max 3.345 39 16.068 22 0 20 6 M , .;i :s 4°r's`W.` ;a345 `"-il '?: t'W t1 e:1 < 'F4V,tW `,' ;' 6,,i" W`..! !..- ' i r. w1 RISA -3D Version 8.0.2 [Z:i..\...\Calcs & Design Criteria\Recycling BIdg\MF.R3D] Page 5 MLA Engineering, Project Bovv Lake - Proj No. 2067.1p4:: Location Interior bay. Date: 7/23/2009 pllc Fee. Recycling Bldg: - high side, Single sided beam Design a single -sided Connection in a Ordinary Moment Frame Input V gravity Mu Puc:'. dist btwn cols Column Size col depth col flange width col web thick col flange thick col area col Zx k det k des Beam Size beam depth beam flange width beam web thick beam flange thick beam area k det beam Zx Fy Fu 0:461: kips 92:4 k -ft kips :::11:5' ft `W10X26 10.3 in 5.77 in 0.260 in 0.440 in 7.6 inA2 31.3 in^3 1.06 in 0.74 in W12X26 12.2 in 6.49 in 0.230 in 0.380 in 7.7 inA2 1.06 in 37.2 in^3 50ksi 65 ksi Check if Web Doubler Plate is Req'd Ry 1.1 MP 1565 k -ft L 11.5 ft Mmax 1894 k -ft V beam 20.58 kips Vu conn 21.0 kips Ru 32.9 kips 0.75Py 285.4 kips Rn 88.6 kips 4Rn 79.7 kips No web doubler plate req'd Size Continuity Plates td<bd/6? Continuity plates req'd tmln 0.190 in /16ths 4 Size Continuity Plate Welds to flange plate Fy D min 36 ksi 1.9 /16ths /16ths 2 Size Continuity Plate Welds to web min clip dimension clip 2,125: in Limit State 1 Limit State 2 2.123 in Ru=24)FyAgt Ru 32.5 kips L web=dc-2tfc-2clip L web 5.17 in Ru =4) 0.6Fy Agv Ru 27.9 kips Limit State 3 Ru 44 kips Limit State 4 col web yield strength=(2.5kdes+tbf) Fy tw 4)Rn 29.0 kips OK col web crippling strength Rn 44.8 kips « Rn 33.6 kips col local flange bending strength Rn 27.2 kips Ru 2.8 kips Controlling Limit State OMF beam -column conn.xls Ru 2.8 kips D min 0.4 /16ths /16ths 21 1407 MLA Engineering, pllc Project Bow Lake - Fee Recycling Bldg. Proj No. :2007:.104 Location Interior: bay.- low side Date: 7/23/2009 Design a single -sided Connection in a Ordinary Moment Frame: continuous beam thru joint I gu V gravity :• , ,15 kips Mu ..:26. k -ft Puc 10kips dist btwn cols 11.5 ft Column Size W10X26 col depth 10.3 in col flange width 5.77 in col web thick 0.260 in col flange thick 0.440 in col area 7.6 i02 col Zx 31.3 inA3 k det 1.06 in k des 0.74 in Beam Size ":W12X26 beam depth 12.2 in beam flange width 6.49 in beam web thick 0.230 in beam flange thick 0.380 in beam area 7.7 inA2 beam Zx 37.2 inA3 k det 1.06 in k des 0.68 in Fy 50 ksi Fu "65 ksi Check if Web Doubler Plate Is Reg'd Ry 1.1 MP L Mmax V beam Vu conn Ru 0.75Py beam 1565 k -ft 11.5 ft 1894 k -ft 20.58 kips 22.1 kips 26.4 kips 286.9 kips Rn 92.4 kips oRn 83.1 kips No web doubler plate req'd Size Continuity Plates tcr<bb/6? Continuity plates req'd tmin 0.220 in /16ths 4 Size Continuity Plate Welds to flange plate Fy D min 36 ksi 1.9 /16ths /16ths 2 Size Continuity Plate Welds to web min clip dimension 2.183 in clip 2;125 in Limit State 1 Limit State 2 Ru=21:PFyAgt Ru 38.6 kips L web=dc-2tfc-2cip Lweb 7.19 in Ru =m 0.6Fy Agv Ru 38.8 kips Limit State 3 Ru 46 kips Limit State 4 beam web yield strength=(2.5kdes+tbf) Fy tw •Rn 24.6 kips OK beam web crippling strength Rn 34.2 kips cl:sRn 25.6 kips beam local flange bending strength Rn 20.3 kips Ru 3.0 kips Controlling Limit State Ru 3.0 kips D min 0.3 /16ths /16ths 2 Y. (a MLA Engineering, pllc 1411 Fourth Avenue, Suite 760 Seattle, WA 98101 206-264-2727 JOB Bow Lake -Fee Recycling JOB NO. 2007.104 SHEET NO. 5.01 OF CALC BY JES DATE 2/10/2009 CHECKED BY DATE Section 5 Lt Ga Shear Wall Analysis and Design 5: MLA Engineering, pllc (206) 264-2727 JOB FEE SHEET NO CALCULATED BY 3-5 CHECKED BY OF DATE 1-2 2 'el DATE SCALE LT 64. 3PE4Rwo¢LL F FWL = I,y63 I15 010) FEL = $,ovX.y z 571? /I. (45b wEL 571Y as/60,75(Pi.( $W CAP4crry = 78v/11- = 7g6X2 — 3/0 )1i5Ef *S 66 1y ° c w/ l •32 p $HT& MLA Engineering, pllc 1411 Fourth Avenue, Suite 760 Seattle, WA 98101 206-264-2727 JOB Bow Lake -Fee Recycling JOB NO. 2007.104 SHEET NO. 6.01 OF CALC BY JES DATE 2/10/2009 CHECKED BY DATE Section 6 Diaphragm Analysis and Design G -o2 MLA Engineering, pllc (206) 264-2727 I 1 4 5 5 l i 2 i• • 6 JOB RuXshi49 c31615 SHEET NO OF p DATE 3-1 O 061 CHECKED BY DATE SCALE CALCULATED BY 375 SDI EVALUATION - VERCO HSB-36 ROOF DECK 8/4/2009 SDI EVALUATION - VERCO HSB-36 ROOF DECK SDI DIAPHRAGM SHEAR CAPACITY REFERENCE SDI Diaphragm Design Manual, Thins Edition (DDM03) DETERMINE CONSTANTS; Panel Properties Pile: 1 1r2" Verco HSB-36 ROOF DECK (or B FORMLOK) Gage: 22 gage t :_ .0299 ix:. 0.175 F,=38 F := 55 E := 29500 Base metal thickness, Inches Moment of inertia. In4/t Minimum yleld strength, Iasi Minimum tensile strength, ksi Modulus of elasticity, ksi Substrate Properties Support Type: Light Gage Framing Gage: 18 gage - Assumed to be SSMA compliant t, := 0.0451 Assumed Base metal thklmess, inches Fe, := 65 Assumed Minimum tensile strength, ksi, based on Fy = 50 ksl Span Data L,:= 2.0 Vertical load span. feet Spann := 8 Number of spans per panel L = Spans•L, L = 16 Panel length. feet uhp = 7 Number of interior purlins np:= Spans - 1 a = 0 Number of sidelap (or parallel support) fasteners per span Panel Geometry h := 1.5 D:= h Panel height Indies W 36 f = 3.5 1.75 2 Panel width. inches Width of top flange, inches 2-e = 1.75 Width of bottom flange, inches g = .375 Horizontal nun of web, Inches = g +h V� w,a w,a = 13462 Web length, inches p := 6 d p Pitch sparing, inches n = W n=6 Number of ribs lee Sons 28 t ® 22pe 24h•SAAaa A VERCO DECKING, INC. 1 OF 4 s:= 24e + via) + f s = 8.342 Developed flute width, Inches Support Attachments Support Attachment Type: $12 Bulldex Screws (Screw diameter ds=0.216) Support Attachment Pattem: 36/4 A:= 1 nr :_ 4 Number of support attachments per sheet N:= (20.12 N = 1333 Number of support attachments per foot of width s • Span•a n, = 0 Number of edge attachments in panel length Qt = 125•Fyt•(1 - 0.005.1,1) Support fastener strength for *12 screws, idps (at perpendicular Q= 1.1504 & parallel supports U.N.O.) per Eq. 4.5-1 (DDMO3 page 4-7). Single fasteners at panel edges (A becomes 2 for double edge fasteners.) 8/4/2009 S:= !3 rSt = 0.0075 Support fastener stiffness forf112 screws. in/Idp (at perpendicular 1000, & parallel supports U.N.O.) - Eq. 4.5.1-1 (DDMO3) 17.5 306.25 6 2 36 6 x° = 36 17.5 306.25 Lx` nh. W is the distance from panel centerline to any fastener In a panel at the end support. Ex,=47 E..2. 684.5 nh = 1.306 nt is the end distribution factor with summation across full width W. • Exp.. 47 Ex,2 = 684.5 sr,, is the distance from panel centerline to any fastener In a panel et the purtins. 02 Is the pudln distribution factor similar to 01. Sidelap Attachments Sklelap Attachment Type: Button -Punch Sidelap Attachment Sparing: 3/span n, := a•Spans n, = 0 Number of sidelap fasteners In panel length L Q,:= 240-12 Q. = 02146 Sidelap fastener strength for button -punches, kips - Eq. 4.7-1 (DDMO3) 30.0 S, = 0.1735 Wattle fastener stiffness for button-punches.dp - S2 10006 Eq. 4.7.2 (DDMO3) DETERMINE NOMINAL DIAPHRAGM SHEAR STRENGTH: Edge Fastener Limitations • Eq. 2.2-2 (DDMO3) Sa, (2 -ah + ap a2 + S,„ = 0.845 M2aa=ww3s .1 PP 2281 2a.CA05av Nominal shear strength, kips VERCO DECKING, INC. 2 OF 4 SDI EVALUATION - VERCO HSB36 ROOF DECK 614/2009 Interior Panel Limitations - Eq. 2.2-4 (DOM03) x h L0 240 t0.5 Where: 1.=0.9277>or=0.7 W2•I 2•ny�xy2 + 4ExQfe Sa = [2•A•(a - 1) + B) ` Sy = 0.673 Nominal shear strength, kips Comer Fastener Limitations - Eq. 2.24 (00M03) ) 0.5 N2 -13 -SBS:= Qt S. = 0.624 L24,12 + B2 Panel Buckling Limitation - Eq. 2.3-3 (DDMO3) • 3250 ( 3 3 d\e.25 2 1 IR •t • e I S� = 14.557 Nominal shear strength, kips DETERMINE ALLOWABLE (ASD] DIAPHRAGM SHEAR STRENGTH: AISI /IBC Sarety Factors - flf 25 ASD safety factor based on attachment type ft, := 2.65 ASD safety factor based on"Wog,. Fastener Limitations mia�Soc.sm.S,e) oy = 0.187 Qr B=9.507 Nominal shear strength, kips Sattsb nf Buckling Limltatlon Se,® := S = 5.493 Shear strength, kips DETERMINE FASTENER SPACING AT PERIMETER (8 INTERIOR) SHEAR RESISTING ELEMENTS: Determine minimum fastener spacing to meet the allowable strength noted above. Qr - __ _ /i Minimum spacing at shear transfer locations, feet. mins s) e" = 4. (36/4 pattem at perpendicular supports governs. Minimum at parallel supports (shear resisting elements) equal to stdelap sparing governs.) DETERMINE DIAPHRAGM STIFFNESS AND FLEXIBILITY FACTORS: Warping factor development (0 values used In Section 3 of SDI DDM03), detemtined In accordance with Appendix IV of SDI MUDS. = 0.25 Shear strength, idps X911Bwr 3O U BP 22p 24I,-11.4D1awd VERCO DECIONO, INC. 3 OF 4 SDI EVALUATION - VERCO HSB-36 ROOF DECK 614/2009 Warping constant, D: Design Mk= (inches) Every Flute Attachment Spacing Every Other Every Third Every Fourth Flute Flute Flute t = 0.0299 DWI = 1200 DW2 = 10208 DW3 = 22041 DW4 = 35281 C:= W Sr 24-L 2•a + + 2- p := .58 h4 of Spans 1 or 2 3 4 C=6.02 5 6 7 P 36/4 Attachment Pattem: DW2 D:= 2 12, =53.165 := E•t 2.6{1) Allowable Strength S,vs := min(S... Ste) tAtsi= 0.25 All a Diaphragm Shear strength, kips ATTACHMENT PATTERNS HSB-36 ROOF DECK = 21.795 1.0 0.9 0.8 0.71 Eq. 3.3-3 (DDM03) := 1000 F 0.64 0.58 F 45.882 36/7 3117 21?r r 1. 1 yr -Lir I 3615• • • 3614 • • The preceding Calculations are an example. Verco Decking, Inc. expressly disclaims any responsibility or liability for the accuracy of the information, the appropriateness of the calculations for any specific use, or fitness for a particular purpose. The party to whom this Information Is conveyed acknowledges and agrees that the recipient has no right to rely upon such Information. The englneer-of-record should review the conditions assumed above and detemdne if they meet the design criteria for the project XCBBows36_4 11P Zip 2Y,.11.4maned VERCO DECKING, INC. 4 OF 4 MLA Engineering, pllc 1411 Fourth Avenue, Suite 760 Seattle, WA 98101 206-264-2727 JOB Bow Lake -Fee Recycling JOB NO. 2007.104 SHEET NO. 7.01 OF CALC BY JES DATE 2/10/2009 CHECKED BY DATE Section 7 Foundation Design A D Company : MLA Engineering, PLLC Designer : JES Job Number : MLA Engineering, PLLC Fee Recycling Bldg - low slde July 23, 2009 Checked By: Sketch 4 ft Details B *5.913.67 in 4 ft *5613.67 in IC X Dir. Steel: 1.23 1n2 (4,#5) 2 Dlr. Steel:1.231re (4 05) Bottom Rebar Plan Geometr . Materials and Criteria JX 0 D Footing Elevation Company : MLA Engineering, PLLC Designer : JES Job Number : MLA Engineering, PLLC Fee Recycling Bldg - low side July 23, 2009 Checked By:_ So// Bear/no De on Categories and Factors Gross Allow (psi) Max Bearing (psi) Max/Allowable Ratio ASCE2.4.1-2 1DL+1WL 3999 916.656(A) .229 ASCE 2.4.1-3a IDL-1WL 3999 396.906 (C) .099 ASCE 2.4.1-3c 1DL+.75SL-.75WL 3999 679.305 (C) .17 ASCE 2.4.1-3d 1.097DL+.75SL+.525EL 3999 984.679 (A) .246 ASCE 2.4.1.4 .6DL+1 WL 3999 713.306 (A) .178 ASCE 2.4.1-5 .471DL-.7EL 3999 174.357 (C) .044 A D • 1DL+1WL 1DL-1WL QA 916.656 psf QA 100.094 psf I n QB: 916.656 psf QB: 100.094 psi QC: 615.344 psf QC: 396.906 psf w QD: 615.344 psf QD: 396.906 psi NAZ:-1 in NAZ:-1 in C NAX:146.026 in NAX:64.187 in Length :4 ft eX :0 in Width :4 ft eZ :0 in Thidmess :12 in pX :6 In Height :0 in pZ :48 in Footing Top Bar Cover :3.5 in Footing Bottom Bar Cover :3.5 in Pedestal Longitudinal Bar Cover :1.5 in Loads Gross Allow. Bearing Concrete Weight Concrete fc Design Code :3000 psf (gross) :145 pcf :3ksi :ACI 318-05 Overturning Safety Factor Coefficient of Friction Passive Resistance of Soil Steel fy :60 ksi Minimum Steel :.0018 Maximum Steel :.0075 :1.5 Phi for Flexure :0.9 :0.3 Phi for Shear :0.75 :0 k Phi for Bearing :0.65 DL EL WL SL P Vx (k) Vz (k) Mx (k -ft Mz (k -ft) Overburden 3.876 .012 2.71320.6 0 2.084 3.274 1.207 1.2DL+1.6LL+.5SL 3.6996e-8 0 4.14 1.595 16-3a 1.2DL+.5LL+1.6SL 6.7224e-6 5.496 .036 .141 16-3b 1.2DL+1.66L+.8W1. A D D C D C fi A D 120 RISAFoot Version 3.0 (L•l..l..l..L..WIF ftg lowside.rftl A B D C .471DL-.7EL QA 16.998 psf QB: 16.998 psf QC: 174.357 psi QD: 174.357 psi NAZ:-1 in NAX:53.185 in Foothrq Flexure DeslIn (Bottom Bars) IDL+,75SL-.75WL QA 462.32 psi Q8: 462.32 psf QC: 679.305 psf OD: 879.305 psf NAZ:-1 in NAX: 150.272 in t613..t?3:7t'�iC4J 1.097DL+.75SL+.525EL.6DL+1 WL OA: 984.679 psf 08: 984.679 psi QC: 858.334 psi QD: 858.334 psi NAZ: -1 in NAX:374.092 in B C OA 713.306 psf Q9: 713.306 psf QC: 412.894 psf QD: 412.894 psf NAZ: -1 in NAX:113.972 in D Categories and Factors Mu -XX (k-fll Z Dir As 9nr) Mu -ZZ (k -ft) X Dir As (inr 16-1 1.4DL 2.71320.6 0 2.084 .057 16-2a 1.2DL+1.6LL+.5SL 3.6996e-8 0 2.846 .077 16-3a 1.2DL+.5LL+1.6SL 6.7224e-6 0 5.176 .141 16-3b 1.2DL+1.66L+.8W1. 8.3784e-6 2.27404e-7 6.963 .19 16-4 1.2DL+.5LL+.5SL+1.6WL 7.0116e-6 0 6.419 .175 16-5 1.2DL+.2SL+1.3EL 5.0033e-6 0 4.478 .122 16-6 .90L+1.6W1. 5.0562e-6 0 4.914 .134 16-7 .72DL+1.3EL 3.52346e-6 0 3.339 .091 Page 1 RISAFoot Version 3.0 (Z:l..l..l..t...WIF ftg lowside.rft] Page 2 V N Company : MLA Engineering, PLLC Designer : JES Job Number : MLA Engineering, PLLC Fee Recycling Bldg - low side July 23, 2009 Checked By: Footing Shear Check Two Way (Punching) Vc NA De One Way (X Dir. Cut) Vc 43.051 k One Way (Z Dlr. Cut) Vc 43.051 k Punching X Dlr. Cut Z Da. Cut Cat odes and Factors 16-1 1.4D1 NA NA .003 0 1.453 .045 16-2a 1.2DL+1.6LL+.5SL NA NA .004 0 1.985 .061 16-3a 1.2DL+.5LL+1.6SL NA NA .007 0 3.61 .112 16-3b 1.2DL+1.6SL+.8WL NA NA .008 0 4.869 .151 16-4 1.2DL+SLL+.5SL+1.6WL NA NA .007 0 4.502 .139 16-5 1.2DL+2SL+1.3EL NA NA .005 0 3.138 ,097 16-6 .9DL+1.6WL NA NA .005 0 3.451 .107 16-7 .72DL+1.3EL NA NA .004 0 2.344 .073 Concrete Bearfnq Check (Vertical Loads OnIY) Bearing Bc : 734.4 k Description Categories and Factors 11 16-1 1.413L 11.362 .024 16-2a 1.2DL+1.6LL+.5SL 12.487 .026 16-3a 1.2DL+.5LL+1.6SL 18.533 .039 16-3b 1.2DL+1.6SL+.8WL 21.845 .046 16-4 1.2DL+,5LL+.5SL+1.6WL 19.111 .04 16-5 1.2DL+25L+1.3EL 15.095 .032 16-6 .9DL+1.6WL 13.928 .029 16-7 .720L+1.3EL 10.1 .021 Overtuminq Check (Service) Desert Categories end Factors- tp Ms -XX (kip Mo -27 (k -ft) MsZZ (k -fl) OSF-XX OSF- ASCE 2.4.1-2 1 DL+1 WL 0 24.512 1.607 24.512 NA 15.253 ASCE 2A.1 -3a 1DL-1WL 8.28 16.232 9.875 16.244 1.96 1.645 ASCE 2.4.1-3c 113L+.75SL-.75WL 6.21 24.476 7.406 24.515 3.941 3.31 ASCE 2.4.1-3d 1.097DL+.75SL+... 0 29.488 .674 29.488 NA 43.761 ASCE 2.4.1-4 .6DL+1WL 0 18.019 1.602 18.019 NA 11.247 ASCE 2.4.1-5 .471 DL-.7EL 4.584 7.645 5.428 7.651 1.668 1.409 Mo -XX: Governing Overturning Moment about AD or BC Ms -XX: Governing Stabbing Moment about AD or BC OSF-)0C Ratio of Ms -XX to Mo -XX Sildinq Check (Service) Description Vr-ZZ (k) ASCE 21.1-2 1DL+1 WL 1.607 3.605 0 3.605 2.243 NA ASCE 2.4.1-3a IDL-1WL 1.583 1.121 0 1.121 .708 NA ASCE 2.4.13c 1DL+.75SL-.75WL 1.157 2.668 0 2.668 2.305 NA ASCE 2.4.1-3d 1.097DL+.75SL+... .674 4.344 0 4.344 6.447 NA ASCE 2.4.1.4 .6DL+1WL 1.602 2.66 0 2.66 1.66 NA ASCE2.4.1-5 .471DL-.7EL .839 .425 0 .425 .507 NA Va-XX: Applied Lateral Force to Cause Sliding Along XX Ads Vr-XX: Resisting Lateral Force Against Sliding Along XX Ads SR -XX: Ratio of W -XX to Va-)0( RISAFoot Version 3.0 (Z:1...1..1..1..1MF ftg Iowside.rft) Page 3 A Company : MLA Engineering, PLLC Designer : JES Job Number : MLA Engineering, PLLC Recycling Bldg - high side July 23. 2009 Chedced By: Sketch 5.5 ft Details B IU•NU• IEEE= ■■■■■■ MENNEN EMMEN ■■■u. 1 5.5 ft X Dir. Steel: 2.15 In' Z Dir. Steel: 2.151n2 Bottom Rebar Plan C #509.63 in #509.83 in (7,#5) (7 #5) Geometry. Materials and Criteria 1. Footing Elevation e f 66 in f a Pedestal Rebar Plan 0 CO #306 in Length :5.5 ft Mdth :5.5 ft Thickness :181n Heigh :60 in eX:0in eZ:Oin pX :6.5 in pZ :66 in Footing Top Bar Cover :3.5 in Footing Bottom Bar Cover :3.5 in Pedestal Longitudinal Bar Cover :1.5 in Gross Mow. Bearing Concrete Weight Concrete fa Design Code :3000 psf (gross) :145 pd :3 ksi :ACI 318-05 Overturning Safety Factor Coefficient of Friction Passive Resistance of Sou Steel fy Minimum Steel Maximum Steel :60 ksi :.0018 :.0075 :1.5 Phl for Flame :0.9 :0.3 Phl for Shear :0.75 :0 k Phl for Bearing :0.65 RISAFoot Version 3.0 ]Z:L..L..L..L..WIF ftg highside.rft] Page 1 Company : MLA Engineering, PLLC Designer : JES Job Number : MLA Engineering, PLLC Recycling Bldg - high side July 23. 2009 Checked By: Loads DL EL WL SL P Vs Vs Mx (k -ft Mz (k-' Overburden 120 2.766 .012 3999 916.204(A) .229 -4.123 2.792 3999 1100.17 (C) .275 -3.264 2.161 3999 1037.68 (C) .259 3.93 .038 3999 914.803 (A) .229 +p Soil Bearing I Zgx A D t D C Mx D C r...m.aag A D Desert tion ones and Factors Gross Allow. (p Max Bearin9 (psf) Max/Allowable Ratio ASCE2.4.1-2 1DL+1WL 3999 916.204(A) .229 ASCE 2.4.1-3a 1DL-1 WL 3999 1100.17 (C) .275 ASCE 2.4.1-3c 1DL+.75SL-.75WL 3999 1037.68 (C) .259 ASCE 2.4.1-3d 1.097DL+.75SL+.525EL 3999 914.803 (A) .229 ASCE 2.4.1-4 .6DL+1WL 3999 2695.55 (A) .724 ASCE 2.4.1-5 .471 DL-.7EL 3999 815.483 (C) .204 A D B A C D 1DL+IWL OA 918.204 psf OB: 916.204 psf OC: 0 psf QD: 0 psf NAZ:-1 in NAX: 54.837 in A B D C .471 DL-.7EL DA 0 psf QB: 0 psf QC: 815.483 psf QD: 815.483 psf NAZ:-1 to NAX:52.688in 1DL-1WL QA: 92.675 psf 08: 92.675 psf OC: 1100.17 psf QD: 1100.17 psf NAZ:-1 in NAX:72.071 in 1 DL+.75SL-.75WL QA 296.107 psf QB: 296.107 psf QC: 1037.66 psi QD: 1037.66 psf NAZ:-1 in NAX:92.354 in A B A B D C D C 1.097DL+.75SL+.525EL.6DL+1 WL QA: 914.803 psf OA 2895.56 psf DB: 914.803 psf QB: 2895.56 psf QC: 208.776 psf QC: 0 psf OD: 208.776 psi QC: 0 psf NAZ:-1 in NAZ:-1 in NAX:85.517 in NAX:8.443 in RISAFoot Version 3.0 (Z.1..1..L..L..UNF ftg highskle.rft] Page 2 Company : MLA Engineering, PLLC Designer : JES Job Number : MLA Engineering, PLLC Recycling Bldg - high side Juy 23.2009 Checked By:_ Footing Flexure Design (Bottom Bars) Desna lion Categories and Factors Mu -XX (kit) Z DQ As (Im' 1 Mu -ZZ {k-tt) X Dirr As (in' 16-1 1.4DL 4.39708e-6 0 3.62 .057 16-28 1.20L+1.6LL+.5S1. 5.11986e-6 0 4.251 .067 16-3a 1.2OL+.5LL+1.6SL 8.09193e-6 0 6.776 .106 16-3b 1.201+1.6SL+.8WL 6.29673e-6 0 10.108 .159 16-4 1.2DL+.5LL+.5SL+1.6 W L 1.52946e-6 0 12.388 .195 16-5 12DL+25L+1.3EL 6.2437e-7 0 13.349 .21 16-6 .9DL+1.6WL 0 • 0 15.223 .239 16-7 .72DL+1.3EL 0 0 18.111 .285 Footing Flexure Design (Top Bars) Description Categories and Factors Mu -XX (k -ft) Z Dir As (in' Mu -ZZ (k -ft) X Dir As On') LSW+OB ] 1SW+106{16-6,16-5) 1 7.01895e-6 1 0 1 5.705 1 0 Moment Capacity of Plain Concrete Section Along XX and ZZ= 35.348k -8,35.346k -ft Per Chapter 22 of ACI 318. Footing Shear Check Two Way (Punching) Vc NA One Way (X Dlr. Cut) Vc 102.575 k One Way (Z Dir. Cut) Vc: 102.575 k Punching X Dir. Cut Z Dir. Cut eseipb Cat egones and Factors Vu(kl VWDNc Vu(k) VWpVe W(k) VW D on 16-1 1.4DL NA NA .003 0 1.53 .02 16.2a 1.2DL+1.6LL+.5SL NA NA .004 0 1.797 .023 16-3a 1.20L+.5LL+1.6SL NA NA .006 0 2.867 .037 16-3b 1.2DL+1.6SL+.8WL NA NA .005 0 4.461 .058 16-4 1.2DL+.5LL+.5SL+1.6WL NA NA .001 0 5.758 .075 16-5 1.2DL+.2SL+1.3EL NA NA .000454088 0 6.387 .083 16-6 .9DL+1.6WL NA NA 0 0 5.911 .077 16-7 .72DL+1.3EL NA NA 0 0 3.547 .046 Pedestal Design Shear Check Results (Envelope): Shear Along X Direction Vc:32.083 k Shear Along Z Direction Vc 45.526 k Pedestal Ties: #3 c• 6 In Vs:9.802 k Vs: 141.234 k Vu: 3.651 k Vu: Ok Bending Check Results (Envelope): Unity Check:2.896 Phl :.9 Parme Beta: .65 Pu :0 k Mux :0 k -ft Mur :18256 k -ft Pn :-26.507 k Mnx :NA Mnz: :7.005 k -ft Mnox: NA Mnoz :NA Pedestal Bars: 4 #3 % Steel: .103 (Min Requirement Failed) Compression Development Length Pedestal Bars (Envelope): Lreq.: 8.2161n Lpro.: 12.875 In LregJLpro.: .638 Vu¢d Vn:.116 0:.75 W113 Vn: 0 Company : MLA Engineering. PLLC Designer : JES Job Number : MLA Engineering. PLLC Recycling Bldg - high side July 23, 2009 Checked By:_ Concrete Bearing Check (Vertical Loads Only) Bearing Bc : 1093.95 k Desert &in Categories and Factors 16-1 1.4DL 20.689 .029 - - 16.2a 12DL+1.6LL+.5SL 19.698 .028 18-3a 1.2DL+.5LL+1.6SL 24.021 .034 16-3b 12DL+1.6SL+,8WL 21.41 .03 16-4 1.2DL+.5LL+,5SL+1.6WL 14.476 .02 16-5 1.2DL+.2SL+1.3EL 13.159 .019 16-6 .9DL+1.6WL 8.078 .011 16-7 ,721X+1.3EL 528 .007 Overturning Check (Service) Description Cat and Factors- ft) Ms -XX (k -ft) Mo -ZZ (k -f0 Ms -ZZ (k -ft) OSF- ASCE2.4.1-2 1DL+11ML 8.976 40.639 23.101 40.639 4.528 1.759 ASCE2.4.1-3a 1DL-1WL 0 49.615 14.047 49.693 NA 3.538 ASCE 2.4.1-3c 1DL+.7551-.751,ML 0 55.476 10.535 55.73 NA 5.29 ASCE 2.4.1-3d 1.097DL+.75SL+... 5.953 52.666 15.741 52.686 8.851 3.347 ASCE 2.4.14 .6DL+1WL 8.976 24.383 23.069 24.383 2.717 1.057 ASCE2.4.1-5 .471DL-.7EL 0 27.078 12.704 27.114 NA 2.134 Mo -XX: Governing Overturning Moment about AD or BC Ms -XX: Governing Stabllzing Moment about AD or BC OSF-XX: Ratio of Ms -XX to Mo -XX Sliding Check (Service) Description Catekwries and Factors Vr-7Z Ok) SR 77 ASCE2.4.1-2 1DL+1WL 2.173 3.454 0 3.454 1.59 NA ASCE2.4.1-3a 1DL-l1NL 2.149 5.413 0 5.413 2.519 NA ASCE2.4.1-3c 1DL+.75SL-.751M. 1.582 6.052 0 6.052 3.826 NA ASCE 2.4.1-3d 1.097DL+.75SL+... 1.506 5.098 0 5.098 3.385 NA ASCE 2.4.14 .6DL+1WL 2.168 1.681 0 1.681 .775 NA ASCE2.4.1-5 .471DL-.7EL 1.949 2.954 0 2.954 1.516 NA Va-XX: Applied Lateral Force to Cause Sliding Along XX Axis WAX: Resisting Lateral Force Against Sliding Along XX Axis SR -XX: Ratio of Vr-XX to Va-XX RISAFoot Version 3.0 (ZA..L..t..L..WIF ftg highside.rft) Page 3 R1SAFoot Version 3.0 12:1...L.1..1...0.1F ftg highside.rft] Page 4 MLA Engineering, pllc 1411 Fourth Avenue, Suite 760 Seattle, WA 98101 206-264-2727 JOB Bow Lake -Fee Recycling JOB No. 2007.104 SHEET NO. 8.01 OF CALC BY JES DATE 2/10/2009 CHECKED BY DATE Section 8 Miscellaneous Design IBC LRFD Method Balt Groups S MLA Engineering, plc Project Bow Lake Fee Recycling Building Proj No. 2007.104 Descript MF Anchor .Bolts Design an Anchor Bolt in Concrete following ACI 318-05 Appendix D Strength Design Procedures (IBC approved) APPLIED LOADS Factored Tensile Force Nu Factored Shear Force Vu BOLT PROPERTIES _ 1.3,392: lb • 3,672 Ib Bolt Diameter . Number of Anchors Anchor Area effective anchor area bolt head bearing area db n Ab Ase Abrg INSTALLATION GEOMETRY _ (0750 inch 4 • 0.4418 inA2 0.3345 inA2 • 0.6771 InA2 Embedment Length thickness See Figure RD.5.2.1(a) in ACI 318, page 391. effective anchor depth modified anchor depth conk breakout strength In tension pull out strength of anchor in tension conk breakout strength In shear L H cal ca2 ca3 ca4 c max c min hef hef Nb Np Vb _ ;4,900: inch = . ;:200;00: inch = 2;500. inch = 25500 inch ▪ ;,.4;250` inch = 40 inch = 4.750 inch = 2.500 Inch • 9.000 inch • 3.167 Inch = 8,554 Ib 21,668 Ib • 5,092 Ib Steel Strength in Tension Ns = 77,595 Ib Anc Anco Concrete Breakout Strength In Tension Ncbg = 12,969 Ib • ,„ :.;159;5! iM2 90.3 inA2 Pullout Strength of Anchor In Tension Npn Concrete Blowout Strength in Tension Nsb Concrete Blowout Strength In Tension Nsbg Steel Strength In Shear Vsa 86,670 Ib = 14,052 Ib • 19,204 Ib 0.5.2.2 (D-7, 0-8) 0.5.3.4 (D•15) 0.5.6.2 (D-22) 0.5.1.2 (03) 0.5.1.2 (D-5) D.5.1.2 (0-6) D.5.2.1 (D-5) 0.5.3.1(D-14) 0.5.4.1(D-17) 0.5.4.2 (0-18) = 48,557 Ib 0.8.1.2(0-20) no grout pad per D.6.1.3. Avc = Avco = Concrete Breakout Strength in Shear Vcbg Concrete Pryout Strength in Shear Vcpg . inA2 } 81.3 inA2 4,310 Ib 25,937 Ib This spreadsheet is for cast -in anchor bolt groups. This spreadsheet assumes F1554 rod material. MATERIAL PROPERTIES F1554 Anchor Rod Concrete Strength fc yield strength of anchor fy tensile strength of anchor fut relnforcment condition Cracked concrete? D.6.1.2 (0.23) 0.6.2.1(D-22) 0.6.3.1 (D-30) Steel Element Allowables Tension int (1)t Ns Shear Os Os Vs Concrete Element Allowables Tension Shear = 0.75 58,196 Ib = 0.65 30,262 Ib D.4.4 D.4.4 int 01 Ncbg int Npn 01 Nsbg cbs Os Vcbg Os Vcpg INTERACTION CHECKS 0.75 • 9,726 Ib 60,669 Ib 14,403 Ib • 0.75 0.4.4 = 3,233 Ib ( • 18,156 Ib D.4.4 Is Vu <= 0.2OVn7 0 Nn Tension Check I Combined Forces Check Use Combined Interaction • Na Ib = Use Combined Check ACI 318 0.7.1 = 0.55 < 1.2 0K ACI 318 D.7.1 (D-31) Anchorage Design IBC ACI 318-05 - BF-J.xls row spacing column spacing rows colums s1 s2 s min 4',"000.'psi 3ksi = 58 ksi • cracked = 3 2 • 5.500 inch • 6:000 inch • 5.500 inch e'N = Wec,N = Wed,N = Pc,N = wcp,N = Wc,P = e'v = Wec,V = Wed,V = Wc,V = Wc,V used = Tensile Capacity 0 Nn Shear Capacity r0Vn 0.000: in 1.000 D.5.2.4 (D-9) 0.858 13.5.2.5 (D-10 6 11) i.l 00` =0.5.2.6 assumes cracIdng for cast4n anchors 1.00 D.5.2.7 for cast -In anchors 1.0 D.53.8 assumes craddng :0;000 in 1.000 0.6.2.5 0.818 0.6.2.6 1 :: D.6.2.7 suppl. Reinf. 1.2 • 9,726 Ib • 18,156 ib ICi/aRE 6 Ecqusp 51964k TIES /Ai PEBE5Tq•L Is Nu <= 0.2ONn7 0 Nn Use Combined Interaction Na Ib = Use Combined Check AC1318 D.7.2 01 •I MLA Engineering, pllc (206) 264-2727 F EE JOB SHEET NO OF CALCULATED BY 5 DATE 7" 6'1 CHECKED BY DATE SCALE FILE COPY ft City of Tukwila Public Works Permit Package Building Permit — Recycling Building Bow Lake Recycling and Transfer Station Expansion Project August 2009 ll'\kTBE CK REVIEWED FOR CODE COMPLIANCE APPROVED APR 1 '7 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 0 9 201 PERMIT CENTER • • • Irci OD D.711 City of Tukwila Public Works Permit Package Building Permit — Recycling Building Bow Lake Recycling and Transfer Station Expansion Project August 2009 111 Building Permit - Recycling Building City of Tukwila Table of Contents Section 1 COMPLETED PERMIT APPLICATION FORM Section 2 PLAN REVIEW FEE Section 3 CERTIFICATE OF WATER/FIRE FLOW AVAILABILITY Section 4 SEWER CONNECTION EXEMPTION LETTER Section 5 STRUCTURAL CALCULATIONS Two sets included under separate cover. Section 6 SPECIFICATIONS Two sets included with City of Tukwila Combined Building and Public Works Permit—Transfer/TSO Building and Grading/Utilities, Submitted August 2009. Section 7 GEOTECHNICAL REPORT Three sets included with City of Tukwila Combined Building and Public Works Permit—Transfer/TSO Building and Grading/Utilities, Submitted August 2009. Section 8 ENGINEERED PLANS Four sets of engineered plans included under separate cover. Building Permit Cover Sheet and Architectural Site Plan Section 9 WASHINGTON STATE NON-RESIDENTIAL ENERGY CODE COMPLIANCE FORMS Two sets included under separate cover. Section 1 COMPLETED PERMIT APPLICATION FORM CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 htip.-/Iwww.atulcwila.wa.us Butltitn Perttiit No • Mechanical<Perrtiit Na r! Plumbtng/Gas PermitNo, } '' Public Works Pertntt No. Project No. (For" ofce use only) Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** Site Address: 18800 Orillia Road South, Tukwila, WA Tenant Name: Bow Lake Recycling and Transfer Station Property Owners Name: King County Department of Natural Resources and Parks - Solid Waste Division King Co Assessor's Tax No.: 3523049037 / 3523049124 Suite Number: New Tenant: Floor: ❑ Yes ..No Mailing Address: 201 South Jackson St, Suite 701 Seattle WA 98104 City CONTACT PERSON — who do we contact when youir permit is ready to be issued Name: Tom Creegan Mailing Address: 201 South Jackson St. Suite 701 State Zip Day Telephone: (206) 263-6476 Seattle WA 98104 E -Mail Address: tom.creegan@kingcounty.gov City State Fax Number: (206) 263-3001 Zip GENERAL CONTRACTOR INFORMATION.- (Contractor Information for Mechanical (pg 4) for Plumbing and;Gas Piping (pg 5)) Company Name: Mailing Address: City Day Telephone: Fax Number: Expiration Date: Contact Person: E -Mail Address: Contractor Registration Number: State Zip ARCHITECT OF RECORD — All plans must be wet stamped by Architect of Record Company Name: KPG, Inc. Mailing Address: 753 9th Avenue North Seattle WA 98109 Contact Person: Charlie Conway E -Mail Address: charlie@kpg.com City State Day Telephone: (206) 286-1640 Fax Number: (206) 286-1639 Zip :ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record' Company Name: R. W. Beck, Inc. Mailing Address: 1001 4th Avenue, Suite 2500 Seattle WA 98154 Contact Person: Karl Hufnagel E -Mail Address: khufnagel@rwbeck.com H:Applicatiora\Foma-Applimtiom On Line\2009 Applications N1-2009 - Permit Applicationdoe Revised: 1-2009 bh City State Day Telephone: (206) 695-4509 Fax Number: (206) 6954701 Zip Page 1 of 6 Valuation of Project (contractor's bid price): $ 157,578 Existing Building Valuation: $ Scope of Work (please provide detailed information): Construct new Recycling Building at Bow Lake Recycling and Transfer Station Site. Will there be new rack storage? ❑ Yes 0.. No If yes, a separate permit and plan submittal will be required. Provrde,Atl Building Areas in Square Footage Below ., - Existing Interior Remodel Addition to Existing Structure. :-Type of ,Construction per IBC YPe h„ Occupancy Pet:. '1"•Floor' 881 V -B F1/B naFloor -` s Basement `'Acci:ssory::Struchue* Attached Garage. Detaclied Garage;: Attached Carpoit 'DetachedGarport; : Covered Deck Uncovered Deck=" PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 Yes m No If `yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 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:\ Applications On line\2009 Applications \1-2009 - Pamit Application.doc Revised: 1-2009 bit Page 2 of 6 PUBLIC WORT{ S`PERNIItINFORMATION 201-413-0179 Scope of Work (please provide detailed information): Call before you Dig: 1-800-424-5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑ ...Water District #125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate 0 Highline ❑ ...Valley View ❑ .. Renton ❑ ...Sewer Availability Provided O .. Renton ❑ .. Seattle $elic System: O 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 Annllcation (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) 0 .. Geotechnical Report ❑...Traffic Impact Analysis 0 ...Bond ❑ .. Insurance 0 .. Easement(s) 0 .. Maintenance Agreement(s) 0 ...Hold Hannless — (SAO) 0 ...Hold Harmless — (ROW) Proposed Activities (mark boxes that applv): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours 0 ...Right-of-way Use - No 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 0 ...Frontage Improvements ❑...Traffic Control ❑ ...Backflow Prevention - Fire Protection _ Irrigation Domestic Water ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line 1.1 ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size.. WO # 0 ...Water Only Meter Size WO # 0 ...Deduct Water Meter Size 0 ...Sewer Main Extension Public 0 Private 0 ❑ ...Water Main Extension Public 0 Private 0 1.1 FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 0 ...Water 0 ...Sewer 0 ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Day Telephone: Mailing Address: City State Zip H:\ Applications\Foma-Applications On Line\2009 Applications \I-2009 - Permit Appliationdoc Revised: 1-2009 bh Page 3 of 6 MECHANICAL 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 provide detailed information): Use: Residential: New .... 0 Replacement .... 0 Commercial: New .... ❑ Replacement .... 0 Fuel Type: Electric 0 Gas.:..❑ Other: Indicate type of mechanical work being installed and the quantity below: Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler/Compressor: Qty Fumace<100K BTU Air Handling Unit>10,000 CFM Fire Damper 0-3 HP/100,000 BTU Fulnace>100K BTU Evaporator Cooler Diffuser 3-15 HP/500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct Thermostat 15-30 HP/1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System Wood/Gas Stove 30-50 HP/1,750,000 BTU Appliance Vent Hood and Duct Emergency Generator 50+ HP/1,750,000 BTU Repair or Addition to Heat/Refrig/Cooling System Incinerator - Domestic Other Mechanical Equipment Air Handling Unit <10,000 CFM Incinerator — Comm/Ind HAApplicatintx\Foms-Applications On Line 2009 Applications \1-2009 - Permit Applicadon.doc Revised: 1-2009 bh Page 4 of 6 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: City Day Telephone: Fax Number: Contact Person: E -Mail Address: Contractor Registration Number: Expiration Date: State Zip Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): Building Use (per Int'l Building Code): Occupancy (per Int'! Building Code): Utility Purveyor: Water: Sewer: Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Fixture Type: Qty :Fixture Type: ` Qty : Fixture.Type: • Qty: . Fixture Type: : Qty Bathtub or combination bath/shower Bidet Clothes washer, domestic Dental unit, cuspidor Dishwasher, domestic, with independent drain Drinking fountain or water cooler (per head) Food -waste grinder, commercial Floor Drain Shower, single head trap Lavatory Wash fountain Receptor, indirect waste Sinks Urinals Water Closet Building sewer and each trailer park sewer Rain water system — per drain (inside building) Water heater and/or vent Industrial waste treatment interceptor, including trap and vent, except for kitchen type grease interceptors Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity) Grease interceptor for commercial kitchen (>750 gallon capacity) Repair or alteration of water piping and/or water treatment equipment Repair or alteration of drainage or vent piping Medical gas piping system serving 1-5 inlets/outlets for a specific gas Each additional medical gas inlets/outlets greater than 5 Backflow protective device other than atmospheric -type vacuum breakers 2 inch (51 nim) diameter or smaller Backflow protective device other than atmospheric -type vacuum breakers over 2 inch (51 mm) diameter Each lawn sprinlder system on any one meter including backflow protection devices Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections (1-5) Atmospheric -type vacuum breakers not included in lawn sprinlder backflow protections over 5 Gas piping outlets H:\Applicatiore\Fom,s-Application On- ine\2009 Application \1-2009 Permit Applicadon.doc Revised: 1-2009 bh Page 5 of 6 PERMIT'APPLICATION to nll permits this application ` Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: c _ Print Name: TEN" Cr a,�n �./ Prof m Mailing Address Zo 15 (-C-k J- .) $t90 Date: 2 71 -0 5 Day Telephone: 2..n6 267 C' g sem. (444— 911 0 City State Zip Date Application Accepted: Date Application Expires: Staff Initials: HAApplications On lane \2009 Appliations\1-2009 - Pettnit Appliationdoc Revised: 1-2009 bh Page 6 of 6 Section 2 PLAN REVIEW FEE Bow Lake Recycling and Transfer Station Site Facilities Permit Fee Estimate City of Tukwila Permits 815/2009 ID Number Permit Name (Agency) Plan Check Fee Amount Due at Permit Issuance Total Permit Fee 1.00 Building & Grading/Utilities Permit - TransferlTSO Building (Tukwila $ 79,172.92 $ 95,817.65 $ 174,990.57 Retaining Wall Permit - Seven (7) Walls G, H, J, K, L and 2 Loading Bay 2.00 (Tukwila) $ 2,420.75 $ 9,683.00 $ 12,103.75 3.00 Building Permit - Scalehouse (Tukwila' $ 860.21 $ 1,327.90 $ 2,188.11 4.00 Budding Permit - Recycling Building (Tukwila' $ 681.85 $ 1,053.50 $ 1,735.35 5.00 Building Permit - Break Shelter Tukwila' $ 67.60 $ 108.50 $ 176.10 6.00 Building Permit - Kiosk (Tukwila) $ 89.83 $ 142.70 $ 232.53 7.00 Electrical Permit - Transfer/TSO Building (Tukwila; $ 2,433.91 $ 9,735.63 $ 12,169.54 8.00 Electrical Permit - Scalehouse (Tukwila' $ 169.60 $ 678.40 $ 848.00 9.00 Electrical Permit - Recycling Building (Tukwila_ $ 54.80 $ 219.20 $ 274.00 10.00 Electrical Permit - Site (Tukwila) $ 461.00 $ 1,844.00 $ 2,305.00 11.00 Plumbing and Gas Piping Permit - Transfer/TSO Building (Tukwila $ 174.00 $ 696.00 $ 870.00 12.00 Plumbing and Gas Piping Permit - Scalehouse (Tukwila $ 44.00 $ 176.00 $ 220.00 13.00 Plumbing and Gas Piping Permit - Recycling Building (Tukwila $ 40.75 $ 163.00 $ 203.75 14.00 Mechanical Permit - Transfer Station/TSO Building (Tukwila $ 1,254.48 $ 5,017.90 $ 6,272.38 15.00 Mechanical Permit - Scalehouse (Tukwila $ 43.85 $ 175.39 $ 219.24 16.00 Mechanical Permit - Recycling Building (Tukwila $ 26.00 $ 104.00 $ 130.00 17.00 Building Demolition Permit (Tukwila' $ 5,312.74 $ 8,177.95 $ 13,490.69 18.00 Building Permit Artwork Structural Support (Tukwila $ 1,678.50 $ 2,586.80 $ 4,265.30 $ 94,986.79 $ 137,707.52 $ 232,694.31 o� z m F n N a.D CC M 0 CC 0 a m 0 W'0 o0 i CO 0 w U _ Q UJ 0 UJ CC DISCOUNT W O z G 0 d tc W 0 0 m rn r, 1/4.1, .o CO CO O1 01 m m l 1 0 0 0 0 vs vs M 0 CO 0 G▪ 7 • J W d Q' • 0 V H CITY OF TUKWILA COMM TEAMS Section 3 CERTIFICATE OF WATER/FIRE FLOW AVAILABILITY CITY OF TUKWILA Permit Center/Building Division: Community Development Department 206-431-3670 Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Public Works Department: 206-433-0179 Planning Division: 206-431-3670 CERTIFICATE OF WATER AVAILABILITY Required only if outside of City of Tukwila Water District PERMIT NO.: Site Address: 18800 °Tillie Road So (attach map and legal description showing hydrant location and size ofnmin):. all4 rlia(J Owner Name. tSi t'r r t �� I ing County Solid Waste Division ill fi 15 t{ iCJ�y gent/Contact. ll� I 7 J: ) om Creegan, King County Solid Waste Division Owner Address: + 01 So Jackson St, STE 701, Seattle, WA 98104 gent Address: + 01 So Jackson St, STE 701, Seattle, WA 98104 Owner Phone: +06.263-6476 Contact Phone: +06-263.6476 This certificate is for the purposes of: Transfer Station ❑ BUILDING PERMIT WI COMMERCIAL INDUSTRIAL ❑ REZONE 0 PRELIMINARY PLAT ❑ SHORT SUBDIVISION ❑ OTHER Estimated number of service connection and water meta 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 Owner/Agent Signature Date 4ylr_ I iii�i 1. The proposed project is within 2. 0 No improvements required. 3. TUKWILA /King (City/County) The improvements required to upgrade the water system to bring it into compliance with rho utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection and to meet the State cross connection control requirements: Project is a Developer Extension. Engineer plans including Fire Marshall stamped approval and 52,000.00 deposit required. Please see attached disk for standard details, plan layout example and DE contract forms. 4. Based upon the improvements listed above, water can be provided will be available at the site with a flow of 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 pressure/fire flow Information provided pursuant to this request Is general In nature and may not be accurate for any specific location at any specific time. Customer remains solely responsible for determining the specific water pressure/flow Information available for Customers Intended use. The general Information provided by the Disidct is not intended for and should not be relied upon to design a water system or fire aupresslon system for a specific location Customer Is responsible to field verify the specific water pressure and fire flow at Customer's specific location for Customer's specific needs. 5. Water Availability: ❑ Acceptable service can be provided to this project p 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 HICHLINE WATER DISTRICT / 206-824-037 By Agency/Phone THOMAS KEOWN DISTRICT ENGINEER 9/232007 Date Print Report for Bow Lake Transfer Station @ 8" Meter Vault Date: Wednesday, September 26, 2007, Time: 08:19:38, Page 0 I Static Pressure ' Fire -Flow i Residual ID I I Demand Pressure Available Flow @Hydrant Available Flow Pressure (psi) I (9Pm) (Psi) (9Pm) (Psi) , 999022 111.81 : 1,000.00 110.77 12,659.92 21.60 Date: Wednesday, September 26, 2007, Time: 08:19:38, Page 0 10 * s.. a\n-mel-Sa900 M W LO 6w., pppepopp, p,,,e4Ocap nrml lsk •I_Onbn LO M FYI hn.e a 1 9 2 m p 8 e v 1 1 8 1< 8 PRELIMINARY DRAWING - NOT FOR CONSTRUCTION go o 275 220 V1815 TUKWILA CRY UMRS ORD. 269 KCC. ORD. 8820 - -1 TUKWILA ORD 472 1:100 1968 7 V1821 0 NN NN TUKWILA ORD. 1125 19053 /Oa1c v � V 1 U \ ti // \ \ En\ \c V1810 8" D.I. / _ V1815 TUKWILA CITY UMRS ORE / ' X1 \ SEA -TAC CRY / I // / \ 1, \ / 10 / '\ 0 / \ I\ / \ I \ // \ \ / \ \ i / 1 \ r,/ \, \0� 15 1:100/ // j- \ c') 4717 4.1 ._ Zm \ �" 0. I li0 I / / \ ii / r CONTlIACT 68 1 / / / / 1 / Section 4 SEWER CONNECTION EXEMPTION LETTER Environmental Health Services Division 401 Fifth Avenue, Suite 1100 Seattle, WA 98104-1818 206-205-4394 Fax 206-296-0189 TTY Relay: 711 www.kingcounty.gov/health July 10, 2008 Jim Morrow, P.E., Director Public Works Department City of Tukwila 6300 Southcenter Boulevard, Suite 100 Tukwila,WA 98188-2544 Dear Mr. Morrow Public Health L41 Seattle & King County REc Pf King Cuilory 9NRP JUL 1 5 2008 • Solid Was Division Fogineering Service -3 Sec ';'In Public Health -Seattle & King. County has reviewed the December 2006 Bow Lake Transfer/ Recycling Station Facility Master Plan and is aware of plans to re -build and expand the facility. Recognizing the many. environmental benefits afforded by the proposed project, Public Health supports this King County Solid Waste Division project. In accordance with the Code of the King County Board of Health Title 10 and WAC 173- 350-350, Public Health issues an annual Operating Permit and conducts regular facility inspections. We are aware of the existing wastewater system utilizing an underground holding tank for the collection of wastewater and waste -contaminated surface water. Since its installation in 1991, this tank has been continuously operated by the Solid Waste Division (SWD). Wastewater is .pumped out regularly and transported by tanker to the SWD's Cedar Hills Regional Landfill for pre-treatment in the leachate lagoon and subsequent discharge to the Metro sewer main. In the absence of an available sanitary sewer main serving the facility, the regulations do not prohibit and this department has no objection to the 30,000 gallon engineered pre • - cast concrete storage vault proposed to serve the expanded facility, with continuance of the existing arrangements for wastewater disposal at Cedar Hills Regional Landfill. Should a nearby sewer main become available in the future, we would recommend that a. connection be established to serve the Bow Lake facility. If you have any, questions or would like any additional information, please contact Teri Barclay at (206) 263-8428. Sincerely, Bill Lastly, Supervisor BL:mp cc: Teri Barclay, Public Health Tom Creegan, KCSWD Section 5 STRUCTURAL CALCULATIONS Two sets included under separate cover. Section 6 SPECIFICATIONS Two sets included with City of Tukwila Combined Building and Public Works Permit—Transfer/TSO Building and Grading/Utilities, Submitted August 2009. Section 7 GEOTECHNICAL REPORT Three sets included with City of Tukwila Combined Building and Public Works Permit— Transfer/TSO Building and Grading/Utilities, Submitted August 2009. Section 8 ENGINEERED PLANS Four sets of engineered plans included under separate cover. Building Permit Cover Sheet and Architectural Site Plan Section 9 WASHINGTON STATE NON-RESIDENTIAL ENERGY CODE COMPLIANCE FORMS Two sets included under separate cover. •co,„ PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D13-110 DATE: 04-09-13 PROJECT NAME: BOW LAKE - RECYCLING BUILDING SITE ADDRESS: 18800 ORILLIA RD S X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: Building Division Public Works n Fire Prevention Structural Planning Division ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete n DUE DATE: 04-11-13 Not Applicable Comments: Permit Center UseOnly INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 05-09-13 Approved Approved with Conditions n Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit :Center,Use.Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: Documents/routing slip.doc 2-28-02 Contractors or Tradespeopleliter Friendly Page General/Specialty Contractor A business registered as a construction contractor with L8i to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name LYDIG CONSTRUCTION INC UBI No. 328046357 Phone 5095340451 Status Active Address 11001 E Montgomery Dr License No. LYDIGC'264JC Suite/Apt. License Type Construction Contractor City Spokane Effective Date 4/3/1974 State WA Expiration Date 9/11/2013 Zip 99206 Suspend Date County Spokane Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status LYDIG*J893DQ LYDIG HUNT A JOINT VENTURE Construction Contractor General Unused 3/18/2011 3/18/2015 Active LYDIGDJ906QP LYDIG + DIX A JOINT VENTURE Construction Contractor General Unused 11/17/2010 11/17/2014 Active LYDIGML901JL LYDIG + MCKINSTRY LLC Construction Contractor General Unused 4/13/2010 4/13/2014 Active LYDIGJV912QL LYDIG-MCKINSTRY,A JOINT VNTURE Construction Contractor General Unused 11/13/2009 11/13/2013 Active LYDIGJV937RP LYDIG/GRANT, A JOINT VENTURE Construction Contractor General Unused 12/17/2007 12/17/2013 Active LCIBUBT934RP LCI BUILDERS TWO LLC Construction Contractor General Unused 12/17/2007 12/17/2013 Active LCIBUB0936QE LCI BUILDERS ONE LLC Construction Contractor General Unused 11/5/2007 11/5/2013 Active OPUSNCL980P9 OPUS NW CONTRACTORS LLC Construction Contractor General Unused 10/29/2002 10/29/2010 Expired LYDIGGP903CS LYDIG GRANT PLATEAU A JT VENT Construction Contractor General Unused 2/10/2010 2/10/2012 Out Of Business OPUSLJV911JB OPUS/LYDIG A JOINT VENTURE Construction Contractor General Unused 4/2/2009 4/2/2011 Out Of Business HUNTLIJ927KA HUNT/LYDIG II, A JOINT VENTURE Construction Contractor General Unused 5/1/2008 5/1/2010 Out Of Business HUNTLJV940JC HUNT/LYDIG A JOINT VENTURE Construction Contractor General Unused 4/3/2006 4/3/2010 Out Of Business Business Owner Information Name Role Effective Date Expiration Date BRAY, MARK D Cancel Date 01/01/1980 12/17/2007 SWARTZ, LARRY J 7 01/01/1980 12/17/2007 GOTTSCHALK, WILLIAMG Until Cancelled 01/01/1980 12/17/2007 Bond Information Page 1 of 2 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 7 Safeco Ins Co of America 67s000952 04/20/2012 Until Cancelled $12,000.0005/11/2012 6 SAFECO INS CO 6336052 09/01/2005 04/20/2012 $12,000.00 08/30/2005 Assignment of Savings Information No records found for the previous 6 year period httos://fortress.wa.gov/lni/bbip/Print.aspx 04/18/2013 SEPARATEPERMIT REQUIRED FOR; Li?'Ltechanictd .' e��lectrical [u" mbing lOrGas Piping City of Tukwila BUILDING DIVISION REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila 'Building Division. NOTE: Revisions will require a new plan subrnittaf and may include additional plan review fees. Km review approved Is subject to errors and omissions. t royal of construction documents does not authorize y .tion of any adopted code or txdinarce. Receipt of approved F bolted: 1 OU 8 v 12 0 CI c. cn co 00 d. Issaquah CEDAR •HILLS REGIONAL LANDFILL Renton LOCATIDISPOSALON Cedar__ µ- . BOW LAKE RECYCLING AND TRANSFER STATION PROJECT LOCATION COUNCIL MEMBERS KATHY LAMBERT LARRY PHILLIPS PETE VON REICHBAUER LARRY GOSSETT JANE HAGUE JULIA PATTERSON BOB FERGUSON REAGAN DUNN JAN DRAGO REVIEWED FOR. CODE COMPLIANCE R{,1 APPROVED APR 17 2013 j Vitt-- City I-City of Tukwila BUILDING DIVISION E C4 0 N CD DESIGNED VERIFY SCALE BAR IS ONE INCHON. ANSI "D" DRAWING 0 1" FINAL, ISSUED FOR CITY OF TUKWILA PERMITS MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY, OF TUKWILA CORRECTION LETTERS 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 RECEIVED CITY OF TUKWILA APR 0 9 201 PERMIT CENTER PROJECT NUMBER C00405C09 DRAWING NUMBER: GENERAL 10 SERIES - GENERAL G011 - ..COVER SHEET, VICINITY AND LOCATION MAPS G012 "7 DRAWING INDEX G013 -. DRAWING INDEX G014 - LEGEND G015 - ABBREVIATIONS .G016 GENERAL NOTES . AND PROJECT AREA BOUNDARY G017 - EXISTING CONDITIONS AND SURVEY 'CONTROL. G018 GENERAL , ARRANGEMENT SITE PLAN AND BUILDING CONTROLS . 0019 MILESTONES 2 AND 3 SITE ENTRANCE TR,AFFIC MANAGEMENT PLAN 0020 MILESTONE 2 TRAFFIC MANAGEMENT. PLAN. 0021 MILESTONE 2 IRAMC MANAGEMENT PLAt-•I .G022 - MILESTONE. 3 TRAFFIC MANAGEMENT • PLAN 0023 MILESTONE 3 TRAFFIC MANAGEMENT- PLAN G024 MILESTONE 3A TRAFFIC MANAGEllIENT. PLAN 0025 MILESTONE 38 TRAFFIC MANAGEMENT PLAN • 0026 MILESTONE 30 .TRAFFIC MANAGEMENT PLAN • 0027 MILESTONE 3D TRAFFIC MANAGEMENT PLAN 0028 - MILESTONE 4 EXISTING SCALE FACILITY REMOVAL TRAFFIC MANAGEMENT -PLAN 0029 CHRL HAUL AND :DISPOSAL, *PLAN CIVIL . -11010_,MO-LI„ GRADING ,ANP TEM PORAR 5:EDNEELgiakbl • ••• Q011 • .SITE • DEMOLITIONPLAN AND:. NOTES... - 0012 SITE'DEM0LIToN. PLAN AND: NOTES : 0013: EXISTING SCALE FACILITY. DEMOLITION. PLAN. AND. NOTES 0015 -MILESTONE. :5A/B/C/D DEMOLITION -.PLAN AND NOTES .... 0016 - MILESTONE 2. SITE .GRADING PLAN: . • 0017 -pRE-i.,..0A.ft. AND EAST SLOPE GRADING. PLAN. 0018 PRE -LOAD ANI/. EAST SLOPE. -GRADING RLAN. 0019 AND ..EA,ST. SLOPE •GRADING SECTIONS - .0020 ..PRE -1.0D AND. .EAST..SLOPER GRADING. SECTION; . 0021PRF AND EAST. SLOPE GRADING .CONTRC.X.R.SCHEL L LE A N D.ETAILS ••• 0022 'OVERALL FINAL' SITE GRADING PLAN 0023 . FINAL .SITE GRADING PLA \ • CO24 FINAL SITE GRADING. PLAN .0O25 FINAL, 'SITE GRADING PLAN CO26 FI \ AL SITE- GRADING PLAN • 0027 FINAL SITE GRADING.: PLAN . 0028 FINAL .SITE GRADING- PLANT 0029 'FINAL SITE GRADING 'PLAN' • 0030 CURBS E k D PRoFtES 0031 • CURBS F & :0:PROFILES 0032. • FINAL SITE GRADING.. SECTIONS. • 0033 FINAL.F.I)ITE GRADING SECTIONS .. CO3.FINAL SITE GRADING' SECTIONIS • ..0035. • FINAL SITE 'GRADING .SECTIONS • . CON FINAL SITE: GRADING • CONTROL POINT. • SCHEDUL.F.... 00•37. TEMPORARY EROSION- AND SEDIMENT CONTROL GENERAL- NOTES 0038 'TEMPORARY -EROSION. AND SEDIMENT, • CONTROL GENERAL • NOTES . 0039 INITIAL TEMPORARY EROSION AND. SEDIMENT CONTI-ROL ..PLAN 0040 INITIAL TEMPORARY 'EROSION AND ..SEDIMENT CONTROL. PLAN. 0041- -.PRE-.-LOAD (IN-PLACE): TEMPORARY. • .EROSION .AND SEDIMENT - • CONTROL PLAIN • • • 0042 PRE -LOAD ON -PLACE) TEMPORARY ER.0510N. AND ISEDIMENT. CONTROL PLAN. • N • • • - • - ' . -0043 -FINAL TEMPORARY EROSION .AND sEPMENT C-ONTROL. PLAN • C044 FINAL. TEMPORARY . EROSION... AND: SEDIMENT •CONTROL. PLAN. - 0045 TEMPORARY EROSION AND SEDIMENT • CO.NTROL.- • DETAILS 0046 . TEMPORARY. EROSION .AND. SEDIMENT .CONTROL - DETAILS • EROSION AND .50-70 SERIES - PAVING 0051 --MILESTONE 2 SITE PAVING' PLAN 0052 .OVERALL. FINAL SITE PAVING PLAN W 0053 - FINAL E PAYING PLAN c054. : Fl NAL SITE PAVING PLAN 0055 - FINAL SITE PAVING PLAN 0056 FINAL .:31TE PAVING PLAN 0057 FINAL SITE -PAVING PLAN Q058 FINAL SITE PAVING PLAN . 0059 .ROAD' A PROFILE - STA .745+00 TO STA A15'4-00 0060. - ROAD A PROFILE STA 15+00- IQ STA' 32+00 C061 ROAD. B PROFILE STA 0+00 TO STA. 13+00 0062 -FINAL 'SITE PAVING CURB RETURN TABLES . .0063 - FINAL SIFE. PAVING CURB RETURN 'TABLE -3 0064 - PAVEMENT AND SURFACE, SECTIONS. .0065 7 MISCELLANEOUS PAVING DETAILS 0066 .- :TYPICAL ROAD OVERLAY SECTIONS . 80-100SERIES - UTILITIES (WATER AND WASTEWATER) 0081. -R SITE UTILITY SYSTEMS AND .KEY • MAP C082 SITE WATER. SYSTEM PLAN C083 SITE WATER SYSTEM PLAN 8 sr T T 0085 - SITE WATER SYS ER PLAN C058.. • 0089. • :.:.00-90. • 0091 0092 0093 .• .0.094 •0095:: 0096• 0097 • • 0098. • 0099. C 1 00 • •C10.1 • . 0102. C103 ••• • 0104 0105 . 0.1.06 0107 C.108. 0109. • 01.10: NOT ER SYSTEM PROFILES - STTE:VVATER SYSTEIVN.-.PROFILES • .$1TE -.WATER :.SYSTER. PROFILES SIFE WATI.:R -SYSTEM :PROFILES - SITE: .WATER• SYSTEM: •PROFILES - STE WATESYSTEM . DETAILS:. SITE WATER. SYSTEM.. 'DETAILS • .• SITE :WATER. SYSTEM ... HIGHLINE. WATER... DISTRICT STANDARD • DETAILS ... SITE ...- WATER... SYSTEM HIONLINE . WATER DISTRICT. STANDARD .• [TAI SITERWAIR • SYSTEM-- HiGHL1NE -WATER: DISTRICT STANDARD. DETAILS • ...SITE.• WATER SYSTEyjfiGHLINE,- WATER. DISTRICT STANDARD. .DETAILS • ...SYSTEM' ..HIGHLINE WATER DISTRICT STANDARD DETAILS • ...SITE .• WATER • SYSTEM. NOTES AND.. SCHEDULES i1E\MASIEWATER. 'SYSTEM . PLAN ....SITE ...WASTEWATER . :SYSTEM... .PLAN. . • -SITE WASTEWATER SY'ST EM PLAN • - SITE AAIASIEWATER SYSTEM PROFILES •••-•811F WSTEWAFLR YsTEm -PROFILES 7 SITE ',vo\-sTe.NA-ft:R. c..3.YS1 EM • PROFILES • -.WASTEWATER LIFT STE ATION: AND: WASTEWATER VALVE. •PLAN, • -SECTION:3, AND DETAILS • • . - . SITE .WASTEWAJER SYSTEM.: SITE 'VALVE. PLAN :AND. SCHEDULE • - sur: WASTEWATER :SYSTEM SITE VALVE 'DETAILS R • • • SITE WASTEWATER:. & .sToRmwATER COMPRESSED AIR MANHOLES UNDERGR.OUND MULI1 PIPE: 'CONDUIT. DETAILS • ' :SPE WASTEWATER.. SYSTEM NOTES.AND..SCHEDULES. 0111010-120 SERIES • --....:.SURFACE: • .SURFACE 0113 -- SURF'ACE 0114- .SUI'<FACE • • C1.15: ...SURFACE .0116--. 'SURFACE ..01.1-1 • •SURFACE /-11P L "SURFACE • - - SURFACE (12'..SURFIACE- .• C121 :SuRFAcE • .012.2. -SURF-N.7,E 0123 SURFACE -0124 - SURFACE 0125 • - SURFACE • c;1•'2.6• SURFACE 0127 R FAO E 0128 -• . SURFACE 13071 ,131. C12 • 033 .'u134.. 7- • 01-35 • •C136._ : 0137 • 0138 • 0139 ..- •'.0140 C141 • 0142 ...31BLIIELLSIEEACILWARZ -WATER SYSTEM PLAN.. WATER SYSTEM PLAN \Vt TER sysTEM PLAN WATER 'SYSTEM PLAN wxrEP SYSTEM..., PLAN WATER SYSTEM • PLAN V$1ATER SYSTEM PLAN WATER .SYSTEV' PLAN. • .:: WATER SYSTEM PROFILES WATER SYSTEM PROFILES WATER 'SYSTEM PROFILES . WATER 5Q ([IM PROFILES, . WATER 'S.NSTEM-PROFILES • WATER .SYSTEM PIROFILES- WATER SYSTEM' DETAILS - WATER SYSTEM DETAILS' WATER SYSTEM OIL/WATER SEPARATOR DETAILS WATER SYSTEM 'STRUCTURE.. SCHEDULE 41315....:=LIEELIMMEREUIS. • OVERALL. -pAvFmENri-•..sTRIF; NG, FENCING,• AND GUARDRAIL. P1 AN PAVEMENT STRIPING FENCING, -.ANDGUARDRAIL PLAN • AND • •GUARDRAIL PLAN AND GUARDRAIL PLAN AND GUARDRAIL. PLAN AND GUARDRAIL PLAN AND GUARDRAIL • PLAN AND DETAILS PAVEMENIT. STRIPING, . FENCING, :PAVEMENT STRIPINII, FENCING, PAVEMENT • STRIPING, :FENCING, PAVEMENT ..5TRIPING.,R. FENCING, .PAVEMENT. STRIPING, ...FENCING, PAVEMENT STRIPING DETAILS • cU.RB, •OUTTER. AND SIDEWALK CURB, GUTTER • :AN) • SIDEWALK GUARDRAIL. DETAILS . • GUARDRAIL DETAILS . FE•NCE :-AND - DEAILS E'EN CI NG. AND. GATE, Q E IAILS. MISCELLANEOUS Di A1' SIGNAGE •• INVENTORY SIGNAGE: INVENTORY SIG NAGE INVENTORY • DETAILS - DETAILS 0i31 ut., rLAN - ENTRY AREA .C152 • SIG.NAGE LOCATION .PLAN - ACCESS ..ROAD .& -.C153 '7- • SCALE AREA SIGNAGE 0154 SIGNAGE LAYOUT DETAILS 0155 --.SIGNAGE. LAYOUT .DETAILS 0156- - SIGNAGE LAYOUT DETAILS • CI57 . SIGNAGE- LAYOUT .DETAILS 01:; • SIG 1‘,\IAG E - LAYOUT DETAILS - C159 SIGNAGE LAYOUT --DETAILS • • 0160 . SIGNAGE LAYOUT. DETAILS 0161 7, •SIGNAGE 'INSTALLATION .DETAILS STRUCTURAL 10 SERIES, 7 GENERAL • S011 - STRUCTURAL NOTES . S012 - STRUCTURAL QUALITY ASSURANCE S013 - STANDARD STRUCTURAL DETAILS. S014 - STANDARD STRUCTURAL DETAILS 8015 STANDARD STRUCTURAL DETAILS T GDETAILS S017 STANDARD STRUCTURAL DETAILS MAIN' SITE A S022 GUARDRAIL/HANDRAIL DETAILS AND. LIG S023 - LIGHT GAUGE FRAMING DETAILS . T GAUGE FRAMING DETAILS 100 SERIES - TRANSFER AND ISO BUILDING 3101 - TRANSFER/TSO BUILDING - COMPACTOR BAY PLAN 5102 - TRANSFER/TS° . BUILDING - COMPACTOR BAY PLAN . REINFORCEMENT AND JOINT LAYOUT 5103 - TRANSFER/TS° BUILDING - TIPPING . AND RECEIVING LEVELS •FLOOR PLAN•• 5104 - TRANSFER/TS°. BUILDING - TIPPING AND RECEIVING .LEVELS FLOOR ELEVATIONS 8105 - TRANSFER/ISO BUILDING - TIPPING AND RECEIVING LEVELS. MISCELLANEOUS METAL PLAN 8106 TRANSFER/ISO BUILDING -GENERAL ARRANGEMENT SECTIONS S107 - TRANSFER/TSO BUILDING - • ISO FLOOR PLAN .DETAIL. 3108 --TRANSFER/TS° -BUILDING - TSO FLOOR PLAN DETAIL - REINFORCEMENT• 3109 TRANSFER/TSO BUILDING. 7" Tippi•NG AND RECEIVING LEVELS FLOOR PLAN DETAILS •• 8110 TRANSFER/ISO BUILDING COMPACTOR BAY SECTIONS • 3111 TRANSFER/ISO BUILDING -COMPACTOR BAY SECTIONS 5112 TRANsFER/Tso. BUILDING - COMPACTOR -BAY SECTIONS 5113 -TRANSFER/TSO BUILDING - COMPACTOR BAY SECTIONS • .5114. -- 'TRANSFER/ISO BUILDING - COMPACTOR BAY SECTIONS 5115 - TRANSFER/TSO BUILDING R- COMPACTOR BAY WALL SECTIONS $116 TRANSFER/TS° BUILDING - COMPACTOR BAY WALL SECTIONS 3117 TRANSFER/ISO BUILDING COMPACTOR BAY WALL SECTIONS 3118 -- TRANSFER/1'SO BUILDING COMPACTOR BAY. COLINNS S119 TRANSFER/ISO BUILDING - WALL SECTIONS AND ELEVATIONS 81.20. TRANSFER/ISO BUILDING. BEAM ELEVATIONS S121 - • TRANSFER/TSO BUILDING BEAM ELEVATIONS • 5122 TRANSFER/TSO BUILDING - BEAM ELEVATIONS 3123. TRANSFER/ISO. BUILDING - BEAM . ELEVATIONS . 8124 -TRAlsFER/Tso BUILDING BEAM ELEVATIONS' 3125 --TRANSFER/TSO. BUtLD1NG -BEAM ELEVATIONS 51.26 TRANSFER/TSO 13UILQING BEAM ELEVATIONS S1.27 - TRANSFER/ISO BUILDING - MISCELLANEOUS SECTIONS S128 - TRANSFER/TSO BUILDING - MISCELLANEOUS SECTIONS S129 • 'TRANSFER/TS° BUILDING -MOMENT FRAME FOOTINGS 3130 -- TRANSFER/ISO E3UILDING 7- MOMENT FRAME FOOTINGS 3131 TRANSFER/ISO BUILDING -• MAIN •FRAME FOOTINGS 3132 TRANSFER/ISO BUILDING - MOMENT FRAME FOOTINGS 3133 TRANSFER/TS0 BUILDING - TSO COLUMN FOOTINGS . 31.34 - TRANSFER/ISO BUILDING A -LINE WALL,• 1•9 -UNE . WALL 5135 TRANsFER/Tso BUILDING P -LINE WALL, 20 -LINE WALL, AND Q -LINE WALL •. 3136 TRANSFER/TSO BUILDING - M -LINE WALL 3137 TRANSFER/I30 *BUILDING -SOUTH PUSH WALL 3138 TRANSFER/180 BUILDING - TIPPING WALL 5139 TRANSFER/TSOBUILDING - MISCELLANEOUS SECTIONS 8140 NPA LOADING DOCK -RETAINING WALLS • 3141 NPA LOADIN DOC < RL1 AIN INC WALLS• S142 .TRANSFER/ISO BUILDING -- SPA WALLS 8143 TRANSFER/ISO BUILDING - TOP LOAD BAY WEST WALL 31414 TRANSFER/50 BUILDING - TOP . LOAD BAY EAST. WALL. 5145 TRANSFER/ISO BUILDING 7 MISCELLANEOUS • METAL ARMOR PLATE 5146 TRANSFER/TS0 BUILDING -- IVIISCELLANEOUS -METAL - TOP LOAD • &:. COMPACTOR CHUTES 8147 TRANSFER/TSO BUILDING -MISCELLANEOUS METAL TOP LOAD BAY BACK . PLATE • S148 TRANSFER/TSO. BUILDING. - MISCELLANEOUS METAL - POST AND. CHAIN •• Si 49 - TRANSFER/ISO BUILDING - MISCELLANEOUS METAL POST. AND CHAIN 8150 - TRANSFER/TS°. BUILDING - MISCELLANEOUS METAL MISCELLANEOUS DETAILS. -••• .S151. TRANSFER/TS° BUILDING - TRUCK. WASH BULL RAIL, NPA DEBRIS WALL •• 200 -SERIES - TRANSFER .AND TSO BUILDING 3201 - TRANSFER/ISO BUILDING TIPPING &• RECEIVING. LEVEL PLAN • • 5202 TRANSFER/ISO BUILDING ISO LEVEL PLAN S203 - TRANSFER/ISO BUILDING ROOF LEVEL PLAN 8204 TRANSFER/TSO BUILDING. ENLARGED FLOOR PLAN EQUIPMENT & LOADING LEVELS S205 ISO BUILDING ENLARGED FLOOR PLAN ISO -LEVEL PLAN • 3206-TSOBUILDING -ENLARGED FLOOR PLAN- ROOF LEVEL .PLAN • 3207 ISO BUILDING PENTHOUSE ROOF AND .MECHANICAL PLAN 3208 - TRANSFER. BUILDING EAST & WEST WALL FRAMING ELEVATIONS S209 TRANSFER BUILDING NORTH .& SOUTH WALL FRAMING' ELEVATIONS 3210 TRANSFER 'BUILDING MOMENT FRAME •ELEVATIONS.• S211 TRANSFER BUILDING MOMENT FRAME ELEVATIONS• 3212 TRANSFER BUILDING MOMENT FRAME ELEVATIONS 3213 TRANSFER BUILDING1 MOMENT FRAME ELEVATIONS S214 . TRANSFER BUILDING MOMENT FRAME. DETAILS S215 - TRANSFER BUILDING MOMENT FRAME DETAILS S216 - TRANSFER BUILDING MOMENT FRAME DETAILS S217 - TRANSFER BUILDING MOMENT FRAME DETAILS 3218 --TRANSFER BUILDING MOMENT FRAME DETAILS 5219 - TRANSFER BUILDING BRACED FRAME ELEVATIONS 5220 --• TRANSFER BUILDING BRACED FRAME DETAILS S221 -TSO BUILDING WALL ELEVATIONS S222 - TSO 'BUILDING BRACED FRAME ELEVATIONS 3223 - ISO BUILDING BRACED FRAME ELEVATIONS 3224 TSO BUILDING BRACED FRAME DETAILS 5295 . 1S0 BUILDING BRACED FRAME DETAILS 8226 ISO BUILDING BRACED FRAME DETAILS S227 ISO BUILDING BRACED FRAME DETAILS 3228 ISO BUILDING FAN COLUMN ELEVATIONS AND DETAR5 S229 TRANSFER BUILDING HORIZONTAL BRACING PLANS S230 TRANSFER BUILDING HORIZONTAL BRACING DErA1LS 3231 TRANSFER BUILDING HORIZONTAL BRACING DEIAILS S232 -TRANSFER BUILDING HORIZONTAL BRACING DETAILS S233 - TRANSFER BUILDING SKYLIGHT PLANS AND DETAILS S234 - TRANSFER E3UILDING SKYLIGHT PLAN AND DETAILS 8235 - TRANSFER/ISO BUILDINIG SKYLIGHT PLAN AND DETA LS 3236 'TRANSFER BUILDING FRAMING DETAILS S237 - TRANSFER BUILDING FRAMING DLIAILS S238 --. TRANSFER BUILDING FRAMING DETAILS S239 - TRANSFER BUILDING RAMING DETAILS 3240 -TRANSFER/T30 BUILDING FRAMING DETAILS • S241 - TRANSFER BUILDING FRAMING DETAILS S242 --TRANSFER BUILDING FRAMING DETAILS S243 TRANSFER BUILDING FRAMING DETAILS S244 -TRANSFER/TSO BUILDING FRAMING DETAILS S245 - TRANSFER/TSO BUILDING FRAMING DETAILS S246 - TRANSFER/TSO BUILDING FRAMING DETAILS 3247 TRANSFER/TSO BUILDING FRAMING DETAILS S248 TRANSFER/ISO BUILDING FRAMING DETAILS 3249 TRANSFER/TSO BUILDING ROOFMECHANICAL SUPPORT PLAN 3250 TRANSFER/TSO BUILDING ROOF MECHANICAL. SUPPORT DETAILS S251 - TRANSFER/TSO BUILDING ROOF PLAN WIND .LOADINO 3252 - TRANSFER/ISO BUILDING ELEVATIONS WIND & SNOW LADING NORTH & WEST 3253 TRANSFER/ISO T-3UILDING ELEVATIONS - WIND LOADING SOUTH 5254 EAST BUILDING BREAK. ROOM PLAN & •DETAILS 5255 - 1.30 BUILDING STAIR FRAMING STAIR !A' S256 - TRANSFER/ISO BUILDING STAIR FRAMING STAIR AND 3257 - TRANSFER/TS° BUILDING STAIR DETAILS. 8258 -TRANSFER/TSO BUILDING STAIR DETAILS 8259 - TRANSFER/TSO BUILDING EXTERIOR STAIR FRAMING STAIR 1 3260 - TRANSFER/ISO BUILDING EXTERIOR STAIR .DETAILS 8261 -- TRANSFER/ISO BUILDING EXTERIOR STAIR DETAILS 3262 -- TRANSFER/ISO BUILDING MISCELLANEOUS DETAILS 3271 - NORTH PROCESSING AREA FLOOR PLAN S272 - NORTH PROCESSING AREA ROOF PLAN • 3273 • NORTH PROCESSING AREA: WALL ELEVATIONS 3274 NORTH PROCESSING AREA BRACED FRAME ELEVATIONS 3275 NORTH PROCESSING AREA DETAILS; 3276 NORTH PROCESSING AREA DETAILS 300: SERIES - SCALE 'FACILITY. S301 - SCALE FACILITY GENERAL ARRANGEMENT PLAN WEST S302 - SCALE FACILITY GENERAL ARRANGEMENT • PLAN EAST . S303 - SCALE 'FACILITY GENERAL ARRANGEMENT' SECTIONS S304 SCALE FACILITY GENERAL ARRANGEMENT SECTIONS S305 SCALE FACILITY FOUNDATION PLAN. - WEST 3306 - SCALE FACILITY' FOUNDATION PLAN - EAST 5307 -SCALE FACILITY' FOUNDATION DETAILS 3308 SCALE FACILITY FOUNDATION DETAILS .3309 - SCALE FACILITY UNDERSCALE SLAB PLAN • 8310 SCALE FACILITY FOUNDATION I DETAILS • S311 SCALE FACILITY SCALE HOUSE PLANS S312 - SCALE FACILITY SCALE HOUSEPLANS S313 - • SCALE FACILITY SCALE. HOUSE -SECTIONS • S314 SCALE . FACILITY SCALE .-HOUSE DETAILS. S3I5 SCALE FACILITY SCALE.HOUSE DETAILS. S316 -SCALE FACILITY SCALE HOUSE DEIAILS S317 SCALE • FACILITY SCALE HOUSEDETAILS S318 - SCALE FACILITY SCALE HOUSE 'DETAILS S319 SCALE FACILITY SCALE 'HOUSE. DETAILS 500 Si:. Sij'E LLS S5071 • P:ETTAIN I N G7WALL • .0 3502 RETAINING • WALL H• • 5503 -RETAINING WALL J . 5504- • RETAINING WALL. j 3505 - RETAI-N1N•G WALL: J • S506 -.RETAINING WALL., K •.5507 ..RETAINING WALL L• • 600. SERIES - MISCELLANEOUS STRUCTURES 3601 - TRAILER YARD TRUCK PADS 3602 - GENERATOR/FUELING STATION FOUNDATION 3603 •- SIQN BRIDGE 3804-- SIGN BRIDGE FOUNDATION • S605 - :SIGN BRIDGE fL yr.) UCTURES CONRETE BARRIER CONCRETE BARRIER ARCHITECTURAL CODE SUMMARY CS101 ISO BUILDING - CODE SUIVIMARY •-• COMPACTOR LEVEL 03201 - TRANSFER/ISO BUILDING - CODE SUMMARY TIPPING AND RECEIVING LEVELS. • 0• 3103- -• TS0 BUILDING - CODE SUMMARY - EQUIPMENIT AND LOADING •• L.jtv"ELS,'. -• . .C3104 --: ISO. BUILDING - CODE SUMMARY - 130 LEVEL, CS301 SCALE FACILITY 8c RECYCLING BUILDING CODE SUMMARY FLOOR PLANS* 10 SERIES - ARCHITECTURAL GENERAL A011 - ARCHITECTURAL GENERAL - ARCHITECTURAL GENERAL NOTES - CODE NOTES 8c 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 REVIEWED FOR CODE COMPLIANCE ' APPROVED APR 1 7 2013 • City of Tukwila BUILDING DIVISION 400 SERIES - RECYCLING BUILDING S402 - SOUTH PROCESSING AREA SLAB DETAILS CITY OF TUKWILA S403 - RECYCLING BUILDING FOUNDATION & ROOF PLAN APR 0 9 2013 S401 - SOUTH PROCESSING AREA SLABS PLAN • S404 - RECYCLING BUILDING DETAILS S405 - RECYCLING BUILDING DETAILS PERMIT CENTER RECEIVED BOW LAKE • DESIGNED IKS 6/10/10 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» REV A 1/8/10 , :IKS KRH RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS 7/31/09 IKS KRH ISSUED FOR CITY OF TUKWILA PERMITS DATE CHK'D APPPD REVISION DESCRIPTION King Coutity Department of Resources and Solid Waste Division itv'fliEK An SAIC Company R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 A019 A020 A02 I A022 A023 A024 A025 ARCFITECTURAL GENERAL - ARCHITECTURAL GENERAL - • RECESS: SCHEDULES ,:GENERAL ARCHITECTURAL GENERAL ARCHITECTURAL GENERAL - ARCHITECTURAL GENERAL ARCHITECTURAL GENERAL - ARCHITECTURAL 'GENERAL- OPENINGS SCHEDULE DULE FIRE EXTINGUISHER 8c - FLOOR INTERIOR SIGNAGE SCHEDULE INTERIOR SIGNAGE TYPES INTERIOR SIGNAGE TYPES & DETAILS CASEWORK' DETAILS - CASEWORK DETAILS. CASEWORK DETAILS •• 10 - TRANSFER. AND TSO BUILDINGS A1.01 ISO BUILDING • *FLOOR PLAN 7, COMPACTOR LEVEL A101.0• - TSQ BUILDING HORIZONTAL CLEARANCE PLAN - COMPACTOR •LEVEL ..4102 TRANSFER/TSO BUILDING - FLOOR PLA \I - TIPPING 6c, RECEIVING' A103. - TSO. BUILDING FLOOR PIA -EQUIPMENT & LOADING LEVELS A104 TSO BUILDING - FLOOR PLAN - TSO. LEVEL . A105 - TRANSFER/1S0 BUILDING - . ROOF PLAN A106 - TSO BUILDING - ENLARGED ROOF PENTHOUSE PLANS A111 - TRANSFER/TSO BUILDING. ---L• EXTERIOR ELEVATIONS - SOUTH & • Al .13 :EILS6-.01-.: BUILDING & PENTHOUSE. - ENLARGED EXTERIOR ELEVATIONS ER/T50. BUILDING EXT.ERIOR ELEVATIONS . NORTH •& „. A114 PANSFER/TS0 BUILDING - ENLARGED EXTERIOR ELEVATIONS A115 7 TRANSFER BUILDING• ENLARGED EXTERIOR ELEV.ATIONS A121 TRANSFER BUILDING - BUILDING SECTIONS •- NORTH 8c.. SOUTH A122 7. TRANSFER BUILDING - • BUILDING SECTIONS. EAST 8c. WEST Al2.3 ISO _BUILDING - LONGITUDINAL 'BUILDING' SECTIONS :ICOMPACTOR . BAYS A123C '1.30 BUILDING - LONGITUDINAL COMP.ACTORSECTIONS VERTICAL CLEARANCE PROFILES . • Al2.4 1-30 BUILDING - . LATERAL BUILDING .SECTION A125 -. T80 BUILDING - LATERAL BUILDING SECTION.. •A1,26 TSO BUILDING .-LATERAL BUILDING SECTION -• • A1.27 - ISO BUILDING BUILDING SECTIONS • 4128 ISO. BUILDING - BUILDING SECTIONS 4123 ISO BUILDING - PENTHOUSE .SECTIONS f.Sf: DETAILS A131 - TRANSFER BUILDING 7- WALL SECTIONS • A132 TRANSFER BUILDING - WALL SECTIONS • • A133 - 'TRANSFER/T.30 BUILDING. --.WALL SECTIONS A134 TRANSFER/TSO. BUILDING -7; •WALL 'SECTIONS A135 - TRANSFER/ISO BUILDING -WALL SECTIONS A.13-6 TRANSFER/[SO BUILDING 7 WALL SECTIONS A137 - -TRANSFER/TS°. BUILDING • - WALL SECTIONS. • 4138 ISQ BUILDING - FASCIA SECTIONS .& DETAILS. LC) •RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT DRAWING INDEX b t6 0 PROJECT NUMBER: C00405C09 SFR OF: DRAWING NUMBER: GO1 2 619 4 -00839-20000 Bow •o Greenberg, :Aliisona — 6/8/2010 6/8/2010 ARCHITECTURAL, CONTINUED 100. SERIES - TRANSFER AND TSO BUILDINGS A141 TSO BUILDING - STAIR PLANS A142 . - TRANSFER/TSO BUILDING STAIR PLANS A143 - TRANSFER/TS0 BUILDING -- STAIR SECTIONS &• DETAILS A144 TRANSFER/ TSU BUILDING• STAIR & SECTIONS DETAILS A145: TRANSFER/TSU BUILDING - LADDER ELEVATIONS & DETAILS Al•I. f6 -- TSO BUILDING' ELEVATOR HOISTWAY- -- ENLARGED PLANS &. G --- ELEVATIONS A147 TSO BUILDING -- ELEVATOR H.OISTWAY ..- ENLARGED PLAN, ELEVATION & SECTIONS A148. TSO. BUILDING -. ELEVATOR HOIS1WAY - DEIA!L.S. A149 - TSO BUILDING ELEVATOR CAR - GENNAL ,APR,NGLMLNT- Al51 -'- TSO BUILDING -- AREA PLANS - .COMPACTOR LEVET.. A152 -- . TRANSFER/TSG .BUILDING,. AREA. • PLANS -7 EQUIPMENT & TIPPING_ LEVELS . A153 - TSO BUILDING -- AREA PLANS TS0 LEVEL A154 TSO BUILDING - AREA PLANS "---- TSO LEVEL A155 -- TRANSFER BUILDING - REFLECTED CEILING TIPPING :. RECEIVING LEVELS A156 --` TSO BUILDING -. REFLECTED CEILING PLAN -- COMPACTOR LEVEL A157 TRANSFER/TSQ BUILDING - REFLECTED CEILING PLANS •`•- EQUIPMENT & • TIPPING LEVELS A158 - TSO BUILDING --- REFLECTED • CEILING PLAN .- TSO LE\/EL A159 TSO BUILDING -- REFLECTED CEILING• PLAN - TSO LEVEL A161 - " TRANSFER SI' L _R 1BUIL.DING. - INITEI• IOR ELEVATIONS •-- TIPPING & RECE=IVING LEVELS Al2 _.cBUILDING _ INTERIOR ELEVATIONS _ COMPACTOR AND) EQUIPMENT LEVELS A163 ' TSO BUILDING - INTERIOR. E) LVATIQI'\!S "-- EC'UlE''MEN1 LEVEL A169. TS0 BUILDING - INTERIOR ELEVATIONS. ._..[C)U F'I.riE NT LEVEL A165 -- 1 -SO BUILDING INTERIOR ELEVATIONS - T S° LEVEL . A'166 - TSO BUILDING -- INTERIOR ELEVATION; - T`;'O LEVE!_; A167' 150 BUILDING -- INTERIOR ELEVATIONS - T•S° LEVEL A168 TS() BUILDING --- INITERIOR ELEVATIONS- -- *ISO LEVEL A171 -- TRANSF E•_R TSO BUILDING - DOOR L DETAILS r A172 -_ . TRANSFER/TS0 BUILDING DOOR • DETAILS A173 -- TRANSFER/TSO BUILDING . - OVER} -LEAD DOOR L)ET;1!LS A174 - TRANSFER/TSU 3UILOING •- WINDOW DIETAILS. A175 TRANSFER/TSO BUILDING - WINDOW DETAILS A1.76 -- TRANSFER/TSO BUILDING. OPENING DETAILS A177 -- TRANSFER/TS0 BUILDING -- FIRE -.STOPPING DETAILS A181 TRANSFER/TSO BUILDING - DETAILS - TRANSFER BLULD1N ROOF .A182 TRANSFER TSU BUILDING DETAILS ISO BUILDING ROOF • A183 TRANSFER/T:30 , T } ING PLAN • DETAILS SF L.R/TSO k31. !L_D -- A184 - TRANSFER/TS0 BUILDING -- PLAN DETAILS A185 TRANSFER/ISO BUILDING PLAN DETAILS A186 --' TRANSFER/TSQ• BUILDING •- WALL. DETAILS A187 . -• TRANSFER/TSO BUILDING - WALL DEFAIL, A188 H TRANSFER/TSO BUILDING -- DETAILS A191 TRANSFE•R/TSO BUILDING _- DETAILS -- TRANSLUCENT SKYLIGHTS A192. - :TRANSFER/TSO BUILDING -- DETAILS ` • TRANSLUCENT SK' LIG'-TTS A193 --' . TRANSFER/ T S° BUILDING -- DETAILS -, TRANSLUCENT WAL.L.. ASSEMBLIES A194 -- TRANSFE=R/TSO BUILDING -- DETAILS -'- TRANSLUCENT WALL ASSEMBLIES A195 - TRANSFER/TSO BUILDING - METHANE BARRIER. PLAN A196. - TRANSFER/TS0 'BUILDING - METHANE BARRIER DETAILS A197 TRANSFER/TSO BUILDING -- BIRD DETERRENT DETAILS Al98 -- TRANSFER/TSO 'BUILDING •N GUTTER & RIDGE VENT DETAILS A199 --- TSO BUILDING . - FINISH DETAILS 400 SERIES MISCELLANEOUS STRUCTURES A401 RECYCLING BUILDING - FLOOR PLAN, .REFLECTED CEILING PLAN & METHANE BARRIER PLAN A402 RECYCLING BUILDING ROOF PLAN & BUILDING SECTIONS A403 - RECYCLINGLNG .BUILDING. - EXTERIOR &INTERIOR ELEVATIONS A404 - RECYCLINGBUILDING WALL SECTIONS & DETAILS LANDSCAPE 100 SERIES SITE LANDSCAPING L100 OVERALL LANDSCAPE PLAN" E 1 0 1 _ LANDSCAPE PLAN L102 - LANDSCAPE PLAN L103 LANDSCAPE PLAN L104 LANDSCAPE PLAN L105 .,_ LANDSCAPE PLAN L106 PLANT SCHEDULE AND DETAILS L107 - LANDSCAPE DETAILS L108 LANDSCAPE DETAILS 120 SERIES 7 SITE -- IRRIGATION L122 - IRRIGATION L123 IRRIGATION L124 - :IRRIGATION L125 IRRIGATION IRRIGATION P LAN PLAN PLAN PLAN DETAILS ..00. SERIES ,REEREPLACEMENT _ TREE. ;Er>L\CEI TEN I PLAN r`11 TREE i.,`t r,�"ttz.,,[ y�.Nl._ PLAN 2 i r\lEE • REPLACE ` ENT.... l: 1 LAN - ; 20. REE_ • I-'EP1AC!LMEi 1T DETAILS MECHANICAL... 1,0 SERIFS ,-_ GENERAL • M011 7 MEC1-ANICA_ LEGENDS Mi01 ::.._ MECHANICAL SCHEDULES -- SHEET- 1. .I013 ' MECHANICAL SCHEDULES SHEET 2 M0.1 4 - MECHANICAL IANICAL SC1"1EDULES SHE=ET w . M01.5 MECHANICAL- SCHEDULES: - SFEET..9- M016 MECI"IANICAf- SCHEDULES - SHEET `3 • MO i" i - :.NRE C COMPLIANCE IAND MECHANICAL • ABBREVIATIONS • M018 , - MECHANICAL DETAIL`' :• 200 SERIES w PROCESSING AREA A201 -- .NORTH PROCESSING AREA A202 - NORTH PROCESSING AREA. -' A211 - NORTH PROCESSING AREA A221 - NORTH PROCESSING AREA. ELEVATIONS & • DETAILS A231 --' NORTH PROCESSING AREA A281 - NORTH PROCESSING AREA - �- FLOOR PLAN ROOF 'PLAIT - •• EXTERIOR ELEVATIONS W BUILDING SECTIONS, INTE.R101F 300 SERIES -- SCALE FACIE A300 -- SCALE FACILITY - A301 SCALE FACILITY A302 SCALE FACILITY -- A303 -- SCALE FACILITY. -- A311 -2 SCALE FACILITY. --- NORTH & SOUTH A312 * SCALE FACILITY - A321 -- SCALE FACILITY ' - A331 --- SCALE FACILITY _-- A361 - SCALE FACILITY M.. A371 -- SCALE FACILITY - A372 - SCALE FACILITY A381 - ' SCALE FACILITY -- A391 -- SCALE FACILITY -'- MALL SECTIONS DETAILS IT'( PLAZA PLAN FLOOR & REFLECTED CEILING PLANS ROOF PLAN & DETAILS. METHANE BARRIER PI -AN EXTERIOR 'ELEVATIONS &. •PLAZA SECT!;NS EXTERIOR. ELEVATIONS- -...EAST & WEST BUILDING SECTIONS WALL ' SECTIONS' INTERIOR ELEVATIONS DOOR DETAILS WINDOW DETAILS . DETAILS PNEUMATIC TUBE SYSTEM DETAILS !:S ._.._.TRANSFERAND EMPLOYEE BUILDING • 1RANSFER 4 ..) BUILDING COMPACTOR LEVEL Till -PING/ fel..-CEI V I NG r LEVEL -.. 'DRAINAGE PLAN -- WEST M102 TRANSFER/ISO BUILDING COMPACTOR LEVEL/TIPPING/RECEIVING I BVI - DRAINAGE PLAN EAST. M1.03 --- TRANSFER/TSO BUILDING TIPPING/RECEIVING LEVEL - MECHANICAL Pt:.AN M104 -- TRANSFER/TS0 BUILDING TSO LEVEL/TIPPING/RECEIVING LEVEL --- UPPER LEVEL_ MECHANICAL PLAN • TRANSFER/ISO .BUIL DING MECHANICAL ROOF PLAN - TRANSFER/ISO BLfILDING EXTERIOR ELEVATIONS EAST & WEST TRANSFER/TS0 BUILDING "ENLARGED ELEVATION AND WALL SECTION - -TRANSFER FER • BUILDING NORTH PROCES,SI SIG AREA. MECHANICAL PLAN TRANSFE R/TS° BUILDING DOWNSPOUT DRAIN, -OSE REEL AND • F Yii l ll� Zvi 106 M107 . M108 M109 M TRANSFER. BUILDING PIPE DROP RISER SUPPORT DETAILS 4� IL..1{.,I'f�� i i� F: Li -�,F, - A L f \ L $ RAINAGE. FOUNDATION •PLAN TSO BUILDING COMPF3,C'I-OR '=LEVEL ENLARGED WATER .AND DRAINAGE: PLAN x,11 I.2.- -'- ITS0.BUILDING COMPACTOR 'LEVE -L ENLARGED WATER AND D- AINAGE PLAN M 11 '= ``. TSO BUILDING COMPACTOR LEVEL ENLARGED HVAC PLAN MI 1 4 - ISO BUILDING COMPACTOR LEVEL AREA PLUMBING PLAN 11114.A. -- TSO' BUILDING COMPACTOR LEVEL AREA PLUMBING PLAN M1 15 _. TSO BUILDING COMPACTOR LEVEL AREA ' HVAC PLAN M 11 6 -- ISO BUILDING COMPACTOR LEVEL BUILDING SECTIONS M1.17 TS0 BUILDING COMPACTOR. LEVEL 'VAULT DETAILS' • M118 - TS0 BUILDING COMPACTOR LEVEL BUILDING SECTIONS M121 - TSO BUILDING TIPP ING'RECEIVING LEVEL ENLARGED WATER AND DRAINAGE PLAN M1.22 .- ISO BUILDING TIPPING /RECEIVING 'LEVEL ENLARGED HVAC PLANN M123 TSO BUILDING TIPPING'/RECEIVING LEVEL ENLARGED PLUMBING PLAN t\4124 - TSO BUILDING TIPPING/RECEIVING LEVEL AREA PLUIVBING PLANS M124A -- TRANSFER/TSO BUILDING TIPPING/RECEIVING LEVEL M!STm ROOM PLAN M125 --- TSO BUILDING TIPPING/RECEIVING LEVEL. HPU/DUST COLLECTOR AREA PLUMBING PLAN ' ' ' M125A --- =TSO BUILDING TIPPING/RECEIVING LEVEL -LOADING AREA ENLARG=10 PLUMBING PLANS M126 TSO BUILDING TIPPING/ ECEIVING LEVEL HPU/CIU ST COLLECTOR AREA HVAC PLAN M127 - -TRANSFER/TSG BUILDING TIPPING/RECEIVING LEVEL DUST COLLECTION SECTIONS M128 TRANSFER/TSG BUILDING ISO ROOF- LEVEL • SOUTH ELEVATION HVAC M129 -. TRANSFER/TSO BUILDING COMPACTOR/LOADING AREA SECTIONS M131 -- TSO BUILDING TSO LEVEL ENLARGED: WATER AND DRAINAGE PLAN M1.32 - TSO BUILDING TSO LEVEL HVAC FLOOR PLAN '-- WEST M133 -- TS0 BUILDING TSO LEVEL HVAC FLOOR PLAN '- EAST M134 -- TSO BUILDING TSO LEVEL MECH ROOM ENLARGED HVAC PLANS: AND ELEVATIONS M135 - TSQ BUILDING T50 LEVEL VIECH ROOM ENLARGED PIPING PLANS AND ELEVATION • M136 - TSO BUILDING ISO LEVEL: PLUMBING FLOOR PLAN - WEST M137 - TSO BUILDING TSO LEVEL PLUMBING FLOOR PLAN -- EAST M138 -`- TRANSFER/TSO BUILDING TSO ROOF LEVEL ENLARGED HVAC PLAN: M139 --- TSO BUILDING MECHANICAL SHAFT SECTIONS AND DETAILS M141• - TSO BUILDING TSO HVAC DIAGRAMS— HYDRONIC AND AIRSIDE M142 - TRANSFER/TSC? 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 I • M146 - TRANSFER/EMPLOYEE BUILDING HYDRONIC SYSTEM DIAGRAM -• PART 2 M147 - MECHANICAL SYSTEMS SEQUENCE OF OPERATIONS M148 -- MECHANICAL. SYSTEMS SEQUENCE OF OPERATIONS M151 -'. TRANSFER/T$0 BUILDING - WATER SYSTEM SCHEMATIC - PART .1 • j M152 --- TRANSFER/TSQ BUILDING WATER SYSTEM SCHEMATIC --• PART:2 M153 -- TRANSFER/ISO 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 MISTING • SYSTEMS' PLAN M162 - TRANSFER/TSO' BUILDING DUST AND ODOR CONTROL MISTING SYSTEMS SECTION M163 'TRANSFER/TSO BUILDING DUST AND ODOR CONTROL MISTING SYSTEMS SCHEMATIC • • M171 - TRANSFER/TS0 BUILDING RAINWATER VAULTS M172 --- TRANSFER/TSO BUILDING TIRE WASH/RAINWATER PLAN M173 • -- TRANSFER/TSO BUILDING TIRE WASH VAULT PLANS AND SECTIONS • 1..191 - TRANSFER/TSO BUILDING FIRE SPRIN.KL_[R PLAN AND CRITERIA M192 -' TSO 3UILDING COMPACTOR LEVEL FIRE SPRINKLER • PLAN M193 -- TRANSFER/TSO BUILDING 'TIPPING/RECEIVING LEVEL FIRE SPRINKLER PLAN M194 - TRANSFER/TSD BUILDING TSO LEVEL,/TIPPING/RECEIVING UPPER LEVEL FIRE SPRINKLER PLAN . • M195 FIRE PROTECTION SPRINKLER SYSTEM SCHEMATIC DIAGRAMS 300 SERIES -- SCALE FACILITY_ M301 - SCALE FACILITY PLUMBING PLANS M302 -- SCALE FACILITY HVAC PLANS M303 - •SCALE. FACILITY 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 E011 [012 -- E013 - E014 `- [015 -01 STANDARD ELECTRICAL SYMBOLS AND ABBREVIATIONS LUMINAIRE SCHEDULE ENERGY COMPLIANCE FORMS -- LIGHTING ELECTRICAL ONE -LINE DIAGRAM - POWER • . GAS • MONITORING SCHEMATICS G f N IS M M E017 -- .TRANSFER/TS0 S0 & SCALE FACILITY INTRUSION, FIRE A RM & .DETECTION DIAGRAMS & DETAILS r �.j.. S - i A5t,HE LLS [021 - E�:LECTRICAL SCHEDULES -- PANEL SCHEDULES E022 -- ELECTRICAL SCHEDULES - PANEL SCHEDULES E023 - ELECTRICAL SCHEDULES - EQUIPMENT CONNECTION SCHEDULES [024 •- ELECTRICAL SCHEDULES - CONDUIT SCHEDULES [030 .- ELECTRICAL. SITE PLAN -- LIGHTING E:031 -- ELECTRICAL SIT C. PLAN POWER & SIGNAL E032 -- IRAN SEER/ISO BUILDING . - GROUNDING FLOOR PLAN '- ELECTRICAL [040 ELECTRICAL DETAILS SITE [041 •-- ELECTRICAL DETAILS - SITE . [042 - ELECTRICAL DETAILS - GROUNDING/LIGHTNING PROTECTION SYSTEM E043 - ELECTRICAL SECTIONS .- LIGHTNING PROTECTION • [044 '-•- ELECTRICAL DETAILS - GROUNDING/LIGHTNING PROTECTION SYSTEM E045- ELECTRICAL DETAILS -- LIGHTING • E046 ELECTRICAL DETAILS [04 7 - ELECTRICAL DETAILS E 048 TRANSFER/ISO SO BUILDING ELECTRICAL STAIR SECTIONS [049 - TRANSFER/ TSO BUILDING ELECTRICAL ROOM SECTIONS E050 '- TSO BUILDING M. ENLARGED' ELECTRICAL ROOM PLAN -_ • COMPACTOR LEVEL • [051 - TSO BUILDING --- ENLARGED ROOF PENTHOUSE. PLANS ELECTRICAL E052 - ELECTRICAL DETAILS - TELECOM 60-70 SERIES - INSTRUMENTATION E060 - INSTRUMENTATION SYMBOLS & ABBREVIATIONS E061 - INSTRUMENTATION SITE PLAN • E062 INSTRUMENTATION TRANSFER BUILDING FLOOR PI \NS EQ63 - INSTRUMENTATION ENLARGED AREA PLANS #2 [064 - PROCESS & INSTRUMENTATION DIAGRAM #1 E065 - PROCESS & INSTRUMENTATION DIAGRAM u2 [.066 -- PROCESS • & INSTRUMENTATION DIAGRAM 3 E067 -- PROCESS & INSTRUMENTATION DIAGRAM. E068 w.. PROCESS & INSTRUMENTATION DIAGRAM [069 - PROCESS & INSTRUMENTATION DIAGRAM E070 - PROCESS (Sc. INSTRUMENTATION .DIAGRAM 7 E071 -- MAIN CONTROL PANEL 'MCP' - DETAILS AND SCHEDULES E072 - MAIN CONTROL 'PANEL 'MCP' - POWER .DISTRIBUTION WIRING, DIAGRAM E0.73 TYPICAL DISCRETE 1/Q WIRING DIAGRAMS E074 - TYPICAL ANALOG I/0 WIRING DIAGRAMS E075 -` INSTRUMENTATION DETAILS [076 - CONTROL SYSTEM BLOCK DIAGRAM E077 - INSTRUMENTATION CONDUIT AND WIRE SCHEDULE #4, f1 100 SERIES -- TRANSFER/TSO BUILDING E101 - TRANSFER/ISO BUILDING POWER & SIGNAL_ PLAN ._ COMPACTOR LEVEL • • E102 TRANSFER/TSO BUILDING POWER & SIGNAL PLAN TIPP1NG/RECEVING LEVEL E103 • -- TRANSFER/TSO BUILDING POWER & SIGNAL PLAN -- TSO LEVEL El 04 •-- TRANSFER/TS0 BUILDING ROOF PLAN - ELECTRICAL E105 ; TSO BUILDING •- ENLARGED FLOOR PLAN - POWER AND SIGNAL_ - COMPACTOR LEVEL • [106 - TSO BUILDING -- ENLARGED FLOOR PLAN - POWER AND SIGNAL COMPACTOR LEVEL E107 TSO BUILDING "ENLARGED FLOOR PLAN POW_, AND SIGNAL COMPACTOR (LE_VEIw [108 - TSO BUILDING - ENLARGED FLOOR PLAN - POWER & SIGNAL EQUIPMENT & LOADING LEVELS El 09 -- TSO BUILDING -- ENLARGED FLOOR PLAN --: POWER SIGNAL . EQUIPMENT & LOADING LEVELS E110 -- TSO BUILDING - ENLARGED FLOOR PLAN -- POWER SIGNAL EQUIPMENT & LOADING LEVELS E111 - TSO BUILDING -- ENLARGED. FLOOR PLAN - POWER & t IGNAL. - EQUIPMENT & LOADING LEVELS E112 -- TRANSFER BUILDING ._ ENLARGED. FLOOR PLAN -= • POWER SIGNAL - EQUIPMENT & LOADING LEVELS [113* - TRANSFER BUILDING ENLARGED FLOOR PLAN --•; POWER & SIGNAL -- EQUIPMENEE •& LOADING LEVELS E114 TRANSFER BUILDING --. ENLARGED FLOOR PLAN -- SIGNAL .-- EQUIPMENT & 'LOADING LEVELS.' • [115 TSO BUILDING -- ENLARGED FLOOR PLAN - POWER AND SIGNAL -- TSO LEVEL [116 - TSO BUILD! NG -- ENLARGED FLOOR PLAN .-- POWER AND SIGNAL. TSO LEVEL. [151 - 150 B►JILDIOR PLAN! - LIGH [LNG •- COMPACTOR LEEV1::.L [152 --- TSO & TRANSFER BUILDING FLOOR PLAN -- LIGHTING - EQUIPMENT & LOADING LEVELS • [153 -• TSQ BUILDING FLOOR PLAN - LIGHTING - i30 LEVEL. E155 TSO BUILDING -- ENLARGED FLOOR PLAN - LIGHTING -_ • COMPACTOR' LEVEL • [156 - TSO BUILDING - ENLARGED FLOOR PLAN.. -- LIGH ING COMPACTOR LEVEL • [157 -- TSO' BUILDING - ENLARGED FLOOR PLAN - LIGHTING - COMPACTOR LEVEL • E158 - TSO & TRANSFER BUILDING ENLARGED FLOOR PLAN -. L=IGHTING - EQUIPMENT & LOADING LEVELS E159 -- TSO BUILDING - ENLARGED FLOOR PLAN -- LIGHTING -- EQUIPMENT & LOADING LEVELS • E160 - T50. •BUILDING -- ENLARGED FLOOR PLAN - LIGHTIN( - EQUIPMENT .& LOADING LEVELS El 61 -- TSO & TRANSFER BUILDING - ENLARGED FLUOR PLAN " -- LIGHTING -- EQUIPMENT & LOADING LEVELS [169 -- TSO BUILDING - ENLARGED FLOOR PLAN -- LIGHTING - "TSO LEVEL E170 TSO BUILDING - ENLARGED FLOOR PLAN - LIGHTING -•- -.SO. LEVEL POWER & 300 SERIES - SCALE FACILITY " E300 - SCALE FACILITY- PLAZA PLAN • f...> ; - SCALE. FACILITY FLOOR &: ROOF PLANS ELECTRICAL E_302. SCALE FACILITY ATTIC AND FOUNDATION PLAN - ELECTRICAL [303 SCALE FACILITY ELECTRICAL DETAILS 400 SERIES- MISCELLANEOUS STRUCTURES E401 RECYCLING BUILDING FLOOR PLANS [43 1 . • FUELING STATION .ELECTRICAL PLAN ELECTRICAL 4R_... WO K AWQ0•f -: ARTWORK SUPPORT SITE PLAN. .AWE O 2 - ARTWORK SUPPORT FOUNDATION PLAN- A,'W003. -..ARTWORK SUPPORT FRAMING PLAN • 0004 4 - ARTWORK • SUPPORT FOUNDATION •DE1AILS AWOOj -ARTWORK SUPPORT DETAILS b3l(6 REVIEWED FOR CODE COMPLIANCE APPROVED APR 17 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 0 9 201 PERMIT 'CENTER DESIGNED DRAWN IKS ABG VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" 6/10/10 1/8/10 1/8/10 7/31/09 IKS IKS IKS IKS KRH KRH KRH. KRH FINAL ISSUED FOR CITY OF TUKWILA PERMITS MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS ISSUED FOR CITY OF TUKWILA PERMITS REV DATE CHK'D APP'D REVISION DESCRIPTION King County Department of Natural Resources and Parks. Solid Waste Division IA/ RK 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 SHT. OF: 3 619 DRAWING NUMBER: G013 ical\CADD\1 00 Percent Facilities\F_G01 4—Legend.dwg TRS Expansion Prolect\ Data and SYMBOLS L. #### #### _32:L41 2.5% 4 EB 0 0 0 LI -0- Rid Fl ILI1 1 ri 10 • 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 DESIGNED IKS LINETYPES 411••••• • 41•11•1•1=1••• • • • • GINIMS • • ••••• • • •••••• • • MN. 1 • IMINNID • • elf/IIS • ••••••• • • • • 01•11,11• T T T T P P P E E E •PW--- PW--- PW-- - SS SS SS ss- -SD-- SD SD SD— D..D D UD UD UD TSD TSD TSD A A -->c > C--1) P••••••=11•1•••••••••> >T >T .5�- -248 •MAJOR R INNNN.N. NNNN r-r-r-rrTTrrr-r-rTrTrrrTrreinn" •••••••••••• ORAWN • ABG 6/10/10 IKS KRH FINAL ISSUED FOR CITY OF TUKWILA PERMITS • 1/8/10 • IKS • VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" 8 1/8/10 IKS KRH KRH MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION • RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS A REV 7/31/09 DATE • IKS CHK'D KRH APP'D ISSUED FOR CITY OF TUKWILA PERMITS • REVISION DESCRIPTION MATCH BOUNDARY • PROPERTY BOUNDARY CONSTRUCTION LIMITS WETLAND BOUNDARY CENTER LINE NEAT LINE FENCE EXISTING WATER EXISTING TELEPHONE EXISTING POWER • ELECTRICAL CONDUIT POTABLE WATER SANITARY SEWER STORM DRAINAGE DRAIN UNDERDRAIN TEMPORARY STORM DRAIN COMPRESSED AIR ENCASEMENT • DITCH/SWALE/STREAM CENTERLINE CONTRACTOR TRAFFIC, TWO—WAY CONTRACTOR TRAFFIC, ONE—WAY COMMERCIAL AND SELF—HAUL TRAFFIC, ONE—WAY TRANSFER STATION OPERATIONS TRAFFIC, ONE—WAY REMOVE OBJECT EXISTING GROUND (PROFILE) CONTOURS RETAINING WALL SILT FENCE ORANGE SAFETY FENCE GEOTEXTILE GEOTEXTILE DRAIN MAT PIPE SLOPE DRAIN (TESC PLANS ONLY) GRIND LINE GUARDRAIL GRADE BREAK LINE • DEMOLITION FOOTPRINT BOUNDARY King County • Department of Natural. Resources and Parks Solid Waste Division } THESE LINEIYPES ARE USED IN COMBINATION TO SHOW COMBINED TRAFFIC LANES W An SAIC Company MATERIALS st' *• .4, 41 • . - • • • • • • • a • • • • • . • . • — — — Y0'0( - 6 - I M'c)/oU,-.)\-8,1c2(1., 200600060 • <;.):v/ • -1- I • 0.! 4110$1 40,4A pi4 11111_=-,-.1111111 404******* *44+ DEMOLITION/REMOVAL (PLAN) WETLAND AREA (PLAN) HMA SURFACE (PLAN) HMA PAVEMENT (SECTION) CONCRETE (PLAN AND SECTION) GRAVEL BORROW (SECTION) EMBANKMENT FILL (SECTION) NATIVE SOIL (SECTION) SAND/CDF (SECTION) LIGHTWEIGHT BACKFILL (SECTION) BENTONITE (SECTION) QUARRY SPALLS (PLAN AND SECTION) PIPE BEDDING (SECTION) CSTC (SECTION) CSBC (SECTION) GRAVEL BACKFILL (SECTION) GRAVEL BACKFILL FOR DRAINS (SECTION) GRAVEL SURFACE (PLAN) TOPSOIL APPROXIMATE AREAS TO BE COVER WITH STRAW OR OTHER APPROVED GROUND COVER BMPPRIOR TO COMPLETION OF WORK APPROXIMATE. AREAS TO BE COVER WITH PLASTIC SHEETING FOR .LONG TERM SOIL COVER PRIOR TO COMPLETION OF WORK • TYPICAL SECTION AND DETAIL REFERENCE SYSTEM SECTION LETTER SECTION CUT ON DWG 4 AND SHOWN ON 5: ON DWG 5 THIS SECTION IS IDENTIFIED AS: SECTION CUT ON DWG 4 AND SHOWN ON 4: DWG ON WHICH SECTION APPEARS.. SECTION LETTER DWG ON WHICH SECTION IS CUT SECTION LEITER SECTION APPEARS ON SAME DWG AS CUT REVIEWED FOR ODE COMPLIANCE APPROVED APR 17 2013 • City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA • APR 0 9 2013 PERMIT CENTER DETAILS ARE. REFERENCED IN A SIMILAR MANNER EXISTINGCEPT NUMBERS ARE USED INSTEAD OF LETTERS 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 14 t•15• - LEGEND • PROJECT NUMBER: C00405C09 • •-.1...800424-i.5555 sirr. 4 619 DRAWING NUMBER: G014 LL REVIEWED FOR 9DE COMPLIANCE f- APPROVED APR 17 2013 City of Tukwila BUILDING DIVISION .10111111.11001101.. ABBREVIATIONS AASHTO AB ABS ABV AC ACB ACI ACOUST ACP AD ADA ADJ AFF ALUM APPROX ARCH ASSY: ASTM ATB ATS AVE BFP BI BLDG. BMP. BO BOS. BOT BPA BRKT BVC BVCE. BVCS .BW CA CAMH CAT CB CC . o CCP i CDFu. CFM — CHKR CHRL CI CIP CJ 8 CL CLR CMP CMU co COL COM 11 COMM o COMP CONC a CONF CONN CONST CONT COR CPEP CPJ. 3 CSBC o CSTC aa CSW g CT CTJ CTR CTRSK CW CY i D DB E DBL DCW DDCBPA DET AT AMERICAN ASSOCIATION OF STATE ' HIGHWAY AND TRANSPORTATION OFFICIALS ANCHOR. BOLT(S) ACRYLONITRILE BUTADIENE STYRENE ABOVE ASPHALT CONCRETE, ABOVE COUNTER AUTOMATIC CIRCUITBREAKER AMERICAN CONRETE INSTITUTE ACOUSTICAL ASPHALT CONCRETE PAVEMENT ALGEBRAIC DIFFERENCE AMERICANS WITH DISABILITIES ACT ADJUSTABLE ABOVE. FINISH FLOOR ALUMINUM APPROXIMATE ARCHITECTURAL ASSEMBLY AMERICAN SOCIETY FOR TESTING AND MATERIALS ASPHALT TREATED BASE AUTOMATIC TRANSFER SWITCH AVENUE BACKFLOW PREVENTER BLACK IRON BUILDING BEST MANAGEMENT PRACTICE BOTTOM OF, BY OTHERS BOTTOM OF STEEL BOTTOM BACKFLOW PREVENTOR ASSEMBLY BRACKET BEGIN VERTICAL CURVE BEGIN VERTICAL CURVE ELEVATION BEGIN VERTICAL CURVE STATION BOOT WASH CHANNEL, CONDUIT, CONCRETE, CONDENSATE COMPRESSED OUT COMPRESSED . AIR MANHOLE CATEGORY CATCH BASIN CENTER TO CENTER CEMENT CONCRETE. PAVEMENT CONTROLLED DENSITY FILL CUBIC FEET PER MINUTE CHECKERED CEDAR HILLS REGIONAL LANDFILL CAST IRON CAST IN PLACE CONSTRUCTION JOINT CENTERLINE CLEAR, . CLEARANCE CORRUGATED METAL PIPE CONCRETE MASONRY UNIT CLEAN OUT COLUMN COMMERCIAL COMMUNICATIONS COMPACTOR CONCRETE CONFERENCE CONNECT CONSTRUCTION. CONTINUOUS CORNER CORRUGATED POLYETHYLENE PIPE COMPLETE JOINT: PENETRATION CRUSHED SURFACING BASE COURSE CRUSHED. SURFACING TOP COURSE CONTAMINATED STORMWATER CURRENT TRANSFORMER CONTROL JOINT CENTER . COUNTERSINK COLD WATER CUBIC YARD DRAIN DRAINAGE BASIN DOUBLE. DEMAND CRITICAL WELD DOUBLE DETECTOR CHECK BACKFLOW PREVENTION ASSEMBLY DETAIL 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 1-5 ID IE IN INC INFO INSUL INT INV ISR IW IWWTF JAN JT 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 PR.C. 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 TSO 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 13- 1(0 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 RECEIVED CITY OF TUKWILA APR 0 9 2013 PERMIT CENTER CALL 4.8 HOURS BEFORE YO DESIGNED DRAWN IKS ABG VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 X1.1 D 6/10/10 IKS KRH FINAL ISSUED FOR CITY OF TUKWILA PERMITS C B A 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 REV DATE CHK'D APP'D REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division 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; GO 1 5 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. e a 0 0 CONSTRUCTION"` LIMITS B 0 CONSTRUCTION LIMIT POINTS .& POINT NORTHING FASTING DESCRIPTION 1 160565.38 1284825.91 2 160596.60 1284824.97 3 150689.57 1284880.73 START OF EXISTING FENCE 4 461414.24 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 1285832.0} 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 • • E 0 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 WASHINGTON . LICENSED LAND SURVEYOR. VERTICAL DATUM SHALL BE 'NAVD 1988. HORIZONTAL DATUM SHALL BE WASHINGTON STATE (GRID) COORDINATES, NORTH ZONE, USING NAD 83/91 SURVEY CONTROL AND TIED TO ANY TWO WSDOT HORIZONTAL CONTROL MONUMENTS. LW. 2455+00.0 9. REPLACE OR RELOCATE ALL SIGNS DAMAGED OR REMOVED (215' RT) DUE TO CONSTRUCTION. LW 2455+00.0 (700' RT) 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. REVIEWED FOR CODE COMPLIANCE APPROVED APR 17 2013 City of Tukwila BUILDING DIVISION 1l0 =100'-0' 100 Scale RECEIVED CITY OF TUKWILA APR 0 9 201 PERMIT CENTER 100 200 Feet DESIGNED KRH. JF VERIFY SCALE BAR IS ONE INCH ON. ANSI "D" DRAWING 0 1" FINAL ISSUED FOR CITY. OF TUKWILA PERMITS MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS ISSUED FOR CITY. OF TUKWILA PERMITS REV DATE CHK'D REVISION DESCRIPTION King Cuflty Department of Natural Resources and Parks Solid Waste Division R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, VUA.98154-1004 (206) 695-4700 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT An SAIC Company PROJECT NUMBER: C00405C09 SHT. QF: 6 619. DRAWING NUMBER: G016 1-800-424-5555 • CALL 48 HOURS BEFORE c LIJa L Q 0 LL 0 0 w z SECTION 35, TOWNSHIP 23N, RANGE 4E GENERAL NOTES 1. SEE SPEC SECTION 01140 -WORK RESTRICTIONS FOR PROTECTION OF EXISTING FEATURES. SURVEY CONTROL 1. HORIZONTAL DATUM: WASHINGTON COORDINATE SYSTEM, NORTH ZONE NAD83/91 PROJECT CONTROL ESTABLISHED USING GLOBAL POSITIONING FAST–STATIC (GPS) METHODS, CONTROL WAS EXTENDED THROUGH THE PROJECT REACH BY WASHINGTON STATE DEPARTMENT OF TRANSPORTATION SURVEY.' CONTROL 'MONUMENTS. 2. VERTICAL DATUM: NORTH AMERICAN VERTICAL DATUM 1988,. NAVD88. VERTICAL CONTROL WAS EXTENDED THROUGH THE PROJECT REACH USING PUBLISHED BENCHMARKS FROM THE WASHINGTON STATE. DEPARTMENT OF TRANSPORTATION (VIA ELECTRONIC LEVELING). 2. SEE UTILITES DWGS FOR APPROXIMATE EXISTING UTILITIES LOCATIONS. 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. :_- J $If/� If/ 17-7 (WSDOT) APPROX 1/2 MILE NORTH. EXISTING '�-".. . �- _.. '— WALL D 280 ID # NORTHING . EASTING HC 17-7 (WSDOT)* 165,203.5902 1,285,446.2510 HC 17-8 (WSDOT) 161,774.6040 1,285,016.9050 * NOT SHOWN ON PLANS 8 • VIEWED FOR COMPLIANCE PPROVED PR 17 2013 City of Tukwila ILDING• DIVISION EXISTING:: SURF; 80'-0" RECEIVED 1TY OF TUKWILA APR 0 9 201 PERMIT CENTER 80 0 80 . 160 f1 S EXISTING CONDITIONS AND SURVEY CONTROL � / SCALE: 1. = 80' Scale Feet FINAL ISSUED FOR CITY OF TUKWILA PERMITS MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION 1/8/10 IKS KRH RESPONSE TO CITY OF TUKWILA CORRECTION. LETTERS ISSUED FOR CITY OF TUKWILA APP'D REVISION . DESCRIPTION' King ounty 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: 7 619 DRAWING NUMBER: G01.7 L A-... C?J..• Ot__ J... 8 v .a v a 0 s6; 255. . ZE 261. ?5n 40 �260.: 235`` X20 2211I DESIGNED. IKS DRAWN ABG VERIFY SCALE BAR IS .ONE INCH ON ANSI "D" DRAWING 0 11111111.1111111111111 1" 6/10/10 1/8/10 1/8/10 7/31/09 DATE IKS IKS IKS CHK'D. KRH` KRH KRH KRH APP'D FINAL : ISSUED FOR. CITY OF TUKWILA PERMITS MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS ISSUED FOR CITY OF TUKWILA PERMITS REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division IECK An'SAIC Company R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 GENERAL NOTES 1. BUILDING LOCATIONS ARE AS FOLLOWS. BUILDING SURVEY CONTROLS TRANSFER/TSO BUILDING: GRID REFERENCE INTERSECTION A/11 N 162085.845, E 1285191.512 GRID ROTATION: 73.39 SCALE FACILITY: GRID REFERENCE INTERSECTION A/1 N 161535.380, E 1285094.790 GRID ROTATION: 87.21 RECYCLING . BUILDING: SOUTHWEST CORNER N 161754.555, E 1285241.611 NORTHWEST CORNER N 16.1794.764, E 1285286.144 of Tukwila NG DIVISION RECEIVED ITY OF TUKWILA APR 0 9 201 (PERMIT CENTER BOW LAKE. RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT GENERAL ARRANGEMENT SITE. PLAN AND BUILDING CONTROLS PROJECT NUMBER: C00405C09 SHT. 619 DRAWING NUMBER:, GO18 1-800-424-5555 CALL 48 HOURS BEFORE YOU DIG W LL Et —J LL 5 z 0 STRUCTURAL NOTES. DESIGN BASIS, ,2006 IBC DESIGN LOADS FOR PROJECT FEATURES: GENERAL ROOF SNOW LOAD _ ___ 25 PSF SNOW LOAD IMPORTANCE FACTOR, I 1.2 TRANSFER BUILDING COLLATERAL LOAD ______..._ _ 5 PSF COMMERCIAL ENTRANCE AND LOADING AREA..___ AASHTO HS -20 TSO EQUIPMENT LEVEL FLOOR N TSO LEVEL FLOOR STAIRS AND LANDINGS 250 PSF __ 80 PSF 100 PSF HANDRAILS — __ 200 LB AT TOP OF RAIL TRANSFER STATION TIPPING AND RECEIVING FLOORS__: RETAINING WALLS LATERAL LOADS SEE SEPARATE NOTES WIND LOAD BASIC WIND SPEED __ EXPOSURE CATAGORY __ IMPORTANCE FACTOR ___ Kzt CLADDING WIND LOAD SEE S251 FOR ROOF CALDDING WIND LOADS SEE S252 AND : S253 FOR WALL CLADDING WIND LOADS ^_ MSHTO HS -20. 85 MPH B 1.15 1.2 EARTHQUAKE LOAD SITE CLASSIFICATION _N___ _ D Ss --_--__ �_ _ -- 1.38 S1_ _ __0.47 IMPORTANCE FACTOR _ _ 1.50 SEISMIC DESIGN R VALUES TRANSFER BUILDING EAST—WEST STEEL ORDINARY MOMENT FRAMES NORTH—SOUTH STEEL SPECIAL CONCENTRICALLY BRACED FRAMES _ __ _ TSO BUILDING STEEL SPECIAL CONCENTRICALLY BRACED FRAMES SOUTH SCALE FACILITY, BUILDING LIGHT FRAMED SHEATHED .SHEARWALLS ._. RECYCLING BUILDING EAST—WEST STEEL ORDINARY MOMENT RESISTING FRAMES NORTH -SOUTH LIGHT FRAMED SHEATHED SHEARWALLS _ 3. GEOTECHNICAL REPORT: PREPARED BY: HWA GEOSCIENCES 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 PIPELINES AUGUST 28, 2008 . STRUCTURAL CONCRETE AND REINFORCEMENT: A. CONCRETE MIX DESIGN —STRUCTURAL CONCRETE 28 DAY STRENGTH RECEIVING AND NPA FLOORS ___ W/C RATIO_ __ NOMINAL MAX SIZE AGGREGRATE 3.5 (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 CONSTRUCTABILITY. D. REINFORCING BAR HOOKS, AND BENDS SHALL CONFORM TO THE REQUIREMENTS OF THE ACI BUILDING CODE (ACI 318-05). E. UNLESS OTHERWISE NOTED ON THE .DRAWINGS, THE MINIMUM DEVELOPMENT LENGTH AND MINIMUM LENGTH OF LAP FOR SPLICING PARALLEL BARS SHALL BE AS SHOWN IN THE TABLE BELOW. WHEN BARS ARE DIFFERENT, SIZES, THE LAP LENGTH SHALL BE GOVERNED BY THE SMALLER DIAMETER BAR. BAR SIZE. DEVELOPMENT LENGTH (Id) LENGTH OF LAP SPUCE (CLASS B) OTHER BARS TOP BARS OTHER BARS TOP BARS 13 14" 18" 18" 24" #4 19" 24" 25" 32" #5 24" 31" 31" 40" #6 28" 37" 37" 48" #7 41" 54" 54" 70" #8 48" 62" 62" 80" #9 53" 69" 69" 90" #10 59" 77" 77" 100" 111 65" 85" 85" 110" 6:0 TOP BARS ARE HORIZONTAL BARS SO PLACED THAT MORE THAN 12" OF CONCRETE IS CAST IN THE MEMBER BELOW THE BAR. (HORZ 6.0 WALL. BARS ARE NOT CONSIDERED TOP BARS) 6.5 3.5 .__ 6.5 (UNO) __ 4000 PSI 6000 PSI 0.38 MAX 1 1/2" 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 #5 AND SMALLER: 1 1/2 INCHES CONCRETE NOT EXPOSED TO WEATHER OR SOIL: SLABS,WALLS, JOISTS: 3/4 INCHES BEAMS, COLUMNS: 1 1/2 INCHES PUSH WALLS: 3" (PUSH SIDE) G. CHAMFER EXPOSED CORNERS 3/4" UNLESS NOTED OTHERWISE. H. THE FIRST AND LAST BARS IN WALLS AND SLABS, STIRRUPS IN BEAMS AND TIES IN COLUMNS ARE TO START AND 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 REINF (SLAB) OR FAR WALL REINF UNLESS NOTED OTHERWISE. STRUCTURAL AND .MISCELLANEOUS STEEL: A. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING, UNLESS NOTED OTHERWISE PLATE AND BAR __. ___ __M ASTM A36 WIDE FLANGE SHAPES ____ _ ASTM A992 ARMOR PLATE _________ ____ ASTM A514 GRADE S HSS TUBES, SQUARE AND RECTANGULAR _ ASTM A500, GR B STEEL PIPE ASTM A53, TYPE E OR S, GR B CHANNELS, ANGLES ____ ASTM A36 STAINLESS STEEL _N_M__M ASTM A 276, TYPE 304 OR 316 BOLTS ASTM A325 OR A307, AS REQUIRED 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 11, EXTERIOR GLUE IN CONFORMANCE WITH DOC PS1 OR DOC PS2. PROTECT SHEATHING FROM WATER DAMAGE WHILE STORED AT JOB SITE, UNLESS NOTED OTHERWISE ON THE DRAWING, TYPICAL PLYWOOD SHEATHING SHALL BE AS FOLLOWS: WALL SHEATHING SHALL BE 15/32" WITH PANEL INDEX 32/16. CONNECTORS REFERRED TO BY LETTERS OR NUMBERS REFER TO 'STRONG -TIE' PRODUCTS • MANUFACTURED BY SIMPSON COMPANY, OR EQUIVALENT. SPECIAL INSPECTION SPECIAL INSPECTION IS REQUIRED IN ACCORDANCE, WITH IBC SECTION 1704, DRAWING S012, AND THE PROJECT SPECIFICATIONS. THESE INSPECTIONS WILL BE PERFORMED . BY KING COUNTY PERSONNEL, QUALIFIED TO PERFORM THE TYPES OF INSPECTIONS ' SPECIFIED. THE PROJECT REPRESENTATIVE WILL BE FURNISHED WITH COPIES OF ALL INSPECTION REPORTS AND TEST RESULTS, AS WELL AS A FINAL SIGNED REPORT FOR THE INSPECTED ITEMS. 8. COLD—FORMED METAL FRAMING WELDING WELDER CERTIFICATION MATERIALS: 16 GAUGE (54 MILS) AND HEAVIER ASTM A1003, STUCTURAL .QUALITY • (SQ), GRADE 50, TYPE H 16. GAUGE (43 MILS) AND LIGHTER ASTM A1003, STRUCTURAL QUALITY (SQ), GRADE 33, TYPE H AMERICAN WELDING SOCIETY (AWS) D1.3 STRUCTURAL WELDING CODE—SHEET STEEL AMERICAN WELDING SOCIETY (AWS); WASHINGTON I ASSOCIATION OF BUILDING OFFICIALS (WABO) METAL DECK WELDING WELDER CERTIFICATION AMERICAN WELDING . SOCIETY (AWS) D1.3 STRUCTURAL :WELDING CODE—SHEET STEEL AMERICAN WELDING SOCIETY (AWS); WASHINGTON 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 WTIH G90 GALV: ASTM A653, STRUCTURAL STEEL (SS), GRADE 80 POUR STOPS/ACCESORIES: MIN YIELD STRENGTH 33 KSI UNTOPPED DECK SHALL BE GALVINIZED TO ASTM A924. G90 WHERE DECK IS LEFT PERMANENTLY EXPOSED. IN OTHER AREAS, GALVANIZED COATING SHALL BE GALVANIZED TO ASTM A924 G60. CONCRETE TOPPED DECKS SHALL BE GALVANIZED TO ASTM A653 G60. 10. OPEN WEB STEEL JOIST OPEN WEB STEEL JOIST SHALL CONFORM TO THE REQUIREMENTS OF THE STEEL JOIST INSTITUTE. JOIST SHALL BE SUPPLIED WITH THE PROPER CEILING EXTENSIONS, BRACING AND BRIDGING TO PROVIDE LATERAL STABILITY OF ALL JOIST TO . COMPLY WITH THE REQUIREMENTS OF THE .STEEL JOIST INSTITUTE AND OSHA. SITE RETAINING WALL NOTES: SOIL SEISMIC 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 RETAINING WALLS. 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 SURCHARGE FS SLIDING 1.50 1.33 1.10 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 (0.41 G) SOIL ACTIVE VEHICLE IMPACT 1000 LB/FTOVER . N. 6.5H PSF 70 PSF. 35 PCF SOIL WT 130 PCF CONC MASS SEISMIC 0.41G SLIDING 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,L SCALE: NTS It 6 REVIEWED FOR CODE COMPLIANCE APPROVED APR 17 2013 City 'of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 0 9 2013 PERMIT CENTER 1-800-424-5555 CALL 48 HOURS BEFORE 7 -to DESIGNED RML DRAWN RLM 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 IW SCI 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 STRUCTURAL NOTES PROJECT NUMBER: C00405C09 STMT OF: 150 619 DRAWING NUMBER: SO11 g 8 E 0 0 co IBC TABLE 1704.3 EQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION VERIFICATION AND INSPECTION CONTINUOUS PERIODIC REFERENCED STANDARD a 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 AISC 360, SECTION M2.5 1704 3.3 . b. PRETENSIONED CONNECTIONS _. X X c. SLIP -CRITICAL CONNECTIONS. X X 3. MATERIAL VERIFICATION OF STRUCTURAL STEEL: ACI 318: 6.1.1 - 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: a. STRUCTURAL STEEL: - 1) COMPLETE AND PARTIAL PENETRATION GROOVE WELDS. X - AWS D1 1 e 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 D1.3 - 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 -. - _ 1) VERIFICATION OF WELDABILITY OF REINFORCING STEEL OTHER THAN ASTM A 706. - X 2) REINFORCING STEEL -RESISTING FLEXURAL AND AXIAL FORCES IN INTERMEDIATE AND SPECIAL MOMENT FRAMES, AND BOUNDARY ELEMENTS OF SPECIAL REINFORCED CONCRETE SHEAR. WALLS AND SHEAR REINFORCEMENT. X - AWS D1.4. ACI318:3.5.2 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 a 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 3.18: 3.5, 7.1-7.7 1913.4 3, INSPECTION OF REINFORCING STEEL W INAWS ACCORDANCE WITH IBC TABLE 1704.3, ITEM 5b. - - �1 , ACI 318: 3.5.2 D.4ELDING- - 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. X1913.8 ACI 318: 5.9, 5..10 1913.6, 1913.7, 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° APPLICABLE, 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 - HILTI HY 150 ADHESIVE, OR EQUIVALENT IBC 1704.13.3; ICC ER 5193 OR EQUIVALENT X - HILTI RE 500 ADHESIVE, OR EQUIVALENT IBC 1704.13.3; ICC ER 1682 OR EQUIVALENT EXPANSION ANCHORS X - HILTI KWIK BOLT TZ IBC 1704.13.3 ICC ESR -1917 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 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. 5 FOR CONCRETE PILES AND CONCRETE -FILLED PILES, PERFORM ADDITIONAL INSPECTIONS IN ACCORDANCE WITH SECTION 1704.4. 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 FILL, OBSERVE SUBGRADE AND VERIFY THAT SITE HAS BEEN PREPARED PROPERLY. - X 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 LISTED PERIODICALLY DURING TASK LISTED 1. VERIFY PILE MATERIALS, SIZES AND LENGTHS COMPLY WITH THE REQUIREMENTS. X - 2. DETERMINE CAPACITIES ' OF TEST PILES AND CONDUCT ADDITIONAL LOAD TESTS, AS REQUIRED. X - 3. OBSERVE DRIVING OPERATIONS AND MAINTAIN COMPLETE AND ACCURATE RECORDS FOR EACH PILE. --r-,,--.- __'r-.�, ,,,,--- ,.--...- --'-..--.-,,----,..- 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 REVIEWED FOR CODE COMPLIANCE APPROVED APR 17 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA APR Q 9 201 PERMIT CENTER DESIGNED M. LEONARD DRAWN S HESS. C 6/10/10 1/8/10 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 1/8/10 RESPONSE TO CITY OF TUKWILA CORRECTION LETTER #1 A 11/17/09 ISSUED FOR ,FINAL INTER -DISCIPLINARY REVIEW REV DATE CHK'D APP'D REVISION DESCRIPTION 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 STRUCTURAL. QUALITY ASSURANCE 'PROJECT NUMBER: C00405C09 1-800-424-5555 SHT. OF: 151 .619 DRAWING NUMBER: SO12 LAPPED SPLICE + b 2" CLEAR OFFSET 3" TO 8" 4 . LAPPED SPLICE + b OFFSET GREATER THAN 8" UNRESTRICTED MEMBER .THICKNESS Ld Ld 90' HOOK OFFSET GREATER, THAN 8". — RESTRICTED MEMBER THICKNESS REINFORCE ENT ARRANGEMENT AT OFFSETS NO SCALE RESTRICTED MEMBER THICKNESS REINFORCEMENT. AT CORNERS -DOUBLE CURTAIN' NO SCALE CORNER BARS TO MATCH HORIZ. REINF. 11:31 am — R:\Seattle\11-00$3 CORNER BARS TO MATCH CROSS WALL FTG HORIZ. REINF. (ALT. HOOKSS ADDITIONAL VERT. BARS CROSS WALL/FTG. SINGLE CURTAIN TYP. CORNER BAR RE.I NFORCEM--E.NT AT. CORN ERS"SINGLE CURTAIN NO .SCALE EXTRA BARS SEE NOTE 3 1.3 Ld /441 ORIENTATION OF MAIN WALL REINFORCEMENT PROVIDE. STD HOOK. WHERE STRAIGHT EXTENSION CANNOT BE OBTAINED 3" TYP TWO CORNER BARS, TYP PLACE INSIDE OF FACE REINFORCEMENT c. OPENING EXTRA BARS 4-#5 DIAGONALS FOR EACH CURTAIN. OF REINFORCEMENT EXTRA REINFORCEMENT REQUIRED FOR OPENINGS 8"0 OR LARGER ROUND OPENING OPENING r 1.3 Ld SAME SIZE AS EXTRA BARS CONCRETE COVER DISTANCE 4" TYP EXTRA REINFORCEMENT REQ'D .FOR EITHER SIDE GREATER THAN 8" RECTANGULAR OPENING REINFORCEMENT ARRANGEMENT AROUND OPENINGS NOTES: 1 THIS DETAIL USED FOR OPENINGS . NOT OTHERWISE DETAILED. 2. OMIT CORNER BARS AT SIDES OF OPENINGS ADJACENT TO FLOORS, WALLS OR BEAMS. Ld IS DEVELOPMENT LENGTH. 3. AREA OF EXTRA BARS ON EACH SIDE, T & B, OF OPENING . SHALL. EQUAL AT LEAST 50% OF THE AREA OF THE BARS INTERRUPTED BY THE. OPENING BUT NOT LESS THAN 2—#5. REINFORCEMENT ARRANGEMENT AROUND OPENINGS NO SCALE BOLT PROJECTION SEE METAL BLDG PLANS _\ BOLT SIZE 1/2" 5/8" 3/4" 7/8" 1" 1 1 4". EMBEDMENT MATERIAL DEPTH • GRADE 6" 8 1-0" 1'-6" 2'_0" 36 36 36 36 36 2'-6' 55 ,\:\ \N. N. 4 d 'd ,4 <' .. • 4, d d .. .a .d DOUBLE NUTS BASE PLATE �— PL 1/4 • EMBEDMENT DEPTHS ARE MINIMUM UNLESS NOTED OTHERWISE ON DRAWINGS. • ANCHOR BOLTS SHALL BE ASTM F1554 GRADE NOTED GALVANIZED UNLESS NOTED OTHERWISE ON DRAWINGS. <TACK TYPICAL TRANSFER/TSO BUILDING FRAME ANCHOR BOLTS NO .SCALE DESIGNED simir DRAWN RML RIM D C 6/10/10 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 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 GEOTEXTILE DRAINAGE MAT BOLT SIZE 3/8" 1/2" 5/8" 3/4" 7/8" 1" 1 1/8" 1 1/4" 1 1/2" i\`////\ DETAIL FOOTING DRAIN SCALE: 1"=1' —0" LOCATE TOP BARS DIRECTLY OVER BOT BARS DETAIL TYPICAL BEAM LAYERED REINFORCEMENT NO SCALE EMBEDMENT DEPTH 4" 5" 7" 8" 9" 10" 12" 13" 15" TYPICAL NO SCALE I W. I • 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 AB 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. DRILLED IN ANCHOR BOLTS 0 S IECK An SAIL Company R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 DETAIL STEM WALL (FOR HORIZONTAL PENETRATION) OR WALL FOOTING (FOR VERTICAL PENETRATION) 4" DIA SCH 80 PVC FOOTING DRAIN CONNECTION TO STORM DRAIN, ADJUST REBAR LOCATIONS AS NECESSARY FOR PLACEMENT NOTE: 1. FOR VERTICAL PENETRATIONS, USE SCH 80 PVC BELOW FOOTING AND MAINTAIN 6" MINIMUM VERTICAL . CLEARANCE BETWEEN PIPE AND FOOTING BOTTOM. FOOTING DRAIN WALL PENETRATION SCALE: 1"=1' —0" 4 C116 REVIEWED FOR CODE COMPLIANCE APPROVED APR 1 7 2013 City of Tukwila BUILDING DIVISION IF EMBEDMENT DEPTH IS LESS THAN CONCRETE THICKNESS,. USE DRILLED—IN OPTION. 1" OVERLAP MIN, TYP. THRU BOLT DETAIL TACK WELD IN PLACE L3x3x1/4x12" NO SCALE RECEIVED CITY OF TUKWILA APR 0 9..2013 PERMIT CENTER 1 —O" Scale 12".9" 1-1/2"=1' -0" 2 Feet 1 MI s — s MS lid Scale BOW LAKE RECYCLING AND TRANSFER SITE FACILITIES CONTRACT STATION STANDARD STRUCTURAL DETAILS Feet PROJECT NUMBER: C00405C09 SHT. 152 OF: 619 DRAWING NUMBER: S013 SSUED FOR SECOND POUR FIRST POUR SECOND POUR SECOND. POUR FIRST POUR GALV DOWEL CTR 3" CLR, TYP HYDROPHILIC ,Q WATERSTOP WHERE REQUIRED FIRST POUR 3/4"x2" DEEP FORMED NOTCH W/BACKER ROD AND SEALANT 1/2"x2 JOINT FILLER •HYDROPHILIC WATERSTOP WHERE REQUIRED N-211 DEEP FORMED NOTCH 1 0 :0 W 0 ci) LL W 0 . .00 • .^.! J 1/2"x2 JOINT FILLER, FLUSH W/SURFACE 2 -SIDES. EXPOSED WALL CONSTRUCTION JOINT TYPE 4 (CJW4) SCALE: Ms WALL CONTROUCONSTRUGTIO.N JOINT TYPE 1 (CTJWI) SCAtE: NTS 3/8"x2" FORMED OR SAW CUT NOTCH ` W/SQUARE EDGES, FILL W/EPDXY JOINT FILLER GALV DOWEL © CTR WALL CONTROL/CONSTRUCTION JOINT TYPE 2 (CTJVN2) SCALE NTS 3/8"x1 1/2" FORMED OR SAW CUT NOTCH W/SQUARE EDGES, FILL W/EPDXY JOINT FILLER 3/8"x2" FORMED OR SAW CUT NOTCH W/SQUARE EDGES, FILL W/EPDXY JOINT FILLER GALV DOWEL ® CTR 2" DEEP.SAWCUT IN INITIAL CONC POUR - 3/8"x1 1/2" FORMED OR SAW CUT NOTCH W/SQUARE EDGES, FILL W/EPDXY .JOINT FILLER GALV. DOWEL ® CTR 3/4"x2" DEEP FORMED NOTCH W/BACKER ROD AND SEALANT GALV DOWEL ® CTR MONOLITHIC POUR SEPARATE POURS CTJ.. W/ABRASION RESISTANT TOPPING. INTEGRAL POUR CASE 1 CTJ W/ABRASION RESISTANT TOPPING. SEPARATE POURS CASE TRANSFER BUILDING SLAB 'ON GRADE CONTROL JOINTS (CTJS1) MONOLITHIC POUR WALL CONTROL JOINT TYPE 4 (CTJ4V4) SCALE. NTS HYDROPHILIC WATERSTOP WHERE REQUIRED 1/2 x2" JOINT FILLER PREPARED SURFACE, SEE NOTE 3 REBAR CONTINUOUS THROUGH JOINT REINFORCEMENT CONTINUOUS THROUGH . JOINT GALV DOWEL MUNOUTHIc POUR SEPARATE POURS CONTROL JOINT - SLAB ON GRADE JOINTS (CTJS2) SCALE NTS UNFORMED CONSTRUCTION JOINT (CJ) SCALE: NTS 1/2" THICKxFULL CONC DEPTH JOINT FILLER GENERAL NOTES 1. DOWELS SHALL BE SMOOTH GALVANIZED A36 STEEL, 1" DIA x 18" ® 12" SPACING LONG CENTERED IN JOINT. APPLY BOND BREAKER TO ONE SIDE. DOWELS SHALL BE CAREFULLY PLACED PERPENDICULAR TO FACE OF JOINT. 2. KEY SHALL. BE 1 .1/2" DEEP x 3 1/2" LONG CONTINUOUS. PLACE 2 KEYS IN CONCRETE THICKNESS 18" OR GREATER. 3. CONSTRUCTION JOINTS SHALL BE CLEANED AND ROUGHENED IN ACCORDANCE 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. 4. AT TOP OF WALLS EXTEND JOINT FILLER ALONG TOP OF WALL FLUSH WITH. TOP SURFACE. #4 DWL W/ STD HK, 5" MIN EMB SCALE: NTS NOTE: 1. USE SIM DETAIL 0 WIDENED CURBS AND 0 COLUMNS. TYPICAL CURB DETAIL SCALE NTS DIM CALLED OUT ON PLAN APR 17 2013 NOTE: REINF NOT REQD FOR DEPTH. LESS THAN 3 1/2" DESIGNED RML 6/10/10 IKS SL C 1/8/10 IKS KRH VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 6.7-(o 0 1" B' 1/8/10 IKS KRH FINAL ISSUED FOR CITY ; OF TUKWILA PERMITS MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS ISSUED FOR CITY OF TUKWILA PERMITS REV DATE 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 co 0 J F- 0 0 0 LL LL! .C.i DRAWING NUMBER: An SAIC Company LL #4012 EW T&B 411111110. NOTE: REINF NOT REQD FOR DEPTH. LESS THAN 3 1/2" DESIGNED RML 6/10/10 IKS SL C 1/8/10 IKS KRH VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 6.7-(o 0 1" B' 1/8/10 IKS KRH FINAL ISSUED FOR CITY ; OF TUKWILA PERMITS MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS ISSUED FOR CITY OF TUKWILA PERMITS REV DATE 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 co 0 J F- 0 0 0 LL LL! .C.i DRAWING NUMBER: An SAIC Company LL Bow Lake TRS 2010 — 3:08am R:\Seattle\ 11-00839-20000 • 1" CHAMFER WELD PER SCHEDULE 2/" 1y" 0 1' BM TO BM (WF OR CHANNEL TYP BOLTED BM CONN r BEAM CONNECTION DETAIL TSO BUILDING SCALE 1-1/2" = 1'-0" SHEAR PLATE AND BOLTS PER SCHEDULE * SEE 4/S244 FOR NOTES AND SCHEDULE WELD PER SCHEDULE FIELD WELD ONE R AT CONTRACTOR'S OPTION 00 \. PLAN VIEW FOR CALLOUTS IN COMMON REFER TO 9/S244 DBL SHEAR TAB BEAM TO COLUMN WEB CONN BEAM CONNECTION DETAIL TSO BUILDING SCALE: 1-1/2" = 1'-0" STIFF It, 1/2 TYP T&B bf 2" 1i" BOLTS, ' PLATES, AND .WELDS PER 3/S244 UNLESS NOTED HERE SHEAR PLATE 'SHEAR PLATE TO COLUMN WEB WELD PER. SCHEDULE 2 IF bf < 8" 3"IFbf>8"_ BEAM TO COL WEB. CONN BEAM CONNECTION DETAIL TSO BUILDING SCALE: 1-1/2" = 1'-0" ELEVATION P> CAP It 1/4 AT TOP OF COLUMN TYP, MATCH SLOPE. OF BEAM TS OR PIPE COLUMN WELD PER SCHEDULE TS / PIPE COLUMN TYP BOLTED BM CONN. BEAM CONNECTION DETAIL TSO BUILDING SCALE: 1-1/2" CAP R 1/4 AT TOP OF COLUMN TYP, MATCH SLOPE OF BEAM. - TS OR PIPE COLUMN WELD PER SCHEDULE RETURN WELD, RETURN T&B 24,, 1/4" // 0 0 • TN 13/4" OPTIONAL BEAM FLANGE COPE - SHEAR PLATE AND BOLTS . PER SCHEDULE *SEE 4/S244 FOR NOTES AND SCHEDULE 0 HSS COL DRAG STRUT DBL ANGLE BEAM CONN BEAM CONNECTION DETAIL TSO BUILDING SCALE: 1-1/2" = 1'-0" 1 " 00 - ANGLES AND BOLTS PER SCHEDULE * SEE 8/S244 FOR NOTES AND SCHEDULE STIFF it TO COL FL WELD PER SCHEDULE BEAM ® COLUMN UNO PLAN VIEW SHEAR RTO STIFF I WELD PER SCHEDULE SHEAR AND STIFFENER PLATE SCHEDULE BEAM SIZE SHEAR PLATE THICKNESS SHEAR PLATE TO COL WEB WELD SHEAR PLATE TO STIFF WELD STIFF TO COL FLANGE WELD LRFD CAPACITY W8, W10 5/16" 3/16" 3/16" 3/16" 7.6k W12 5/16" 3/16" 3/16" 3/16" 13k W14 • 3/8" 3/16" 3/16" 3/16" 15k W16 3/8" 3/16" 3/16" 3/16" 30k W21 1/2" 5116" 1/4" . 3/16" 71k W30. 1/2" 5/16" , 1 /4" 5/16" • 93k CAP R 1/4 AT TOP OF COLUMN TYP, MATCH SLOPE OF BEAM TMP/3/16 1/ WELD PER SCHEDULE W COLUMN FLANGE // 2Y" WF COLUMN FLANGE TYP BOLTED BM CONN BEAM CONNECTION DETAIL TSO BUILDING SCALE: 1-1/2" = 1.'-0" CAP R 1/4 AT TOP OF COLUMN TYP, ' MATCH SLOPE OF BEAM // I 0 0 134" COLUMN FLANGE WELD PER SCHEDULE RETURN WELD / 1" RETURN T&B OPTIONAL' BEAM FLANGE COPE // 2y4:13/4" y/ •SHEAR. PLATE AND BOLTS PER .SCHEDULE * SEE 4/S244 FOR NOTES AND SCHEDULE kCL- 0 • WF COL DRAG STRUT DBL ANGLE BEAM CONN BEAM CONNECTION DETAIL TSO BUILDING SCALE: 1-1/2" = 1'-0" // 0 1 7! D/3 0 HOLES (MAX) ANGLES AND BOLTS PER SCHEDULE * SEE 8/S244 FOR NOTES AND SCHEDULE 1" RADIUS CORNERS -MIN 2.5x LONGEST DIM OF LARGER OPENING (12" MIN) 2/3 D MAX TYPICAL BEAM PENETRATION DETAIL BEAM CONNECTION DETAIL TSO BUILDING SCALE: NTS SHEAR CONNECTION SCHEDULE BEAM SIZE SHEAR PLATES BOLTS LRFD CAPACITY SINGLE SHEAR) THICK WELD (W) W8, C8 1/4" 1/4" (2) 7/8"0 26.1k W10, C10 1/4" . 1 /4" (2) 7/8"0 0 4" GA 26.1k W12, C12 1/4" 1/4" (3) 7/8" 39.1k W14 1/4" • 1/4" (3) 7/8"0' 39.1 k W16 5/16" 1 /4" (4) 7/8"0 52.2k W18 5/16" 1/4" . (5) '7/8"0 65.3k W21 5/16" 1 /4" (6) 7/8"so 78.3k. W24 3/8" 5/16" (7) 7/8"O 137k W27, W30 3/8" 5/16" (7) 7/8" 137k W40 3/8" 5/16" (8) 7/8"0 157k . 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. ALL CONNECTION PLATE MATERIAL TO BE A36 UNLESS NOTED OTHERWISE. 4. BEAM CONNECTIONS SHALL BE PER THE TYPICAL BOLTED BEAM CONNECTION DETAILS ON THIS SHEET, UNO. 5. ALTERNATE CONNECTIONS MAY BE USED' IF APPROVED BY THE ENGINEER AND SHALL HAVE A MINIMUM CAPACITY PER SCHEDULES ON THIS SHEET OR AS REQUIRED BY CONNECTION DESIGNATION SHOWN ON PLAN. TYP SHEAR CONNECTION NOTES AND SCHEDULE BEAM CONNECTION DETAIL TSO BUILDING SCALE; NTS DOUBLE SHEAR CONNECTION SCHEDULE BEAM ANGLE EACH SIDE : BOLTS IN BEAM LRFD CAPACITY SIZE LENGTH • WELD(W) W8, W10SIZE L4x4x1 /. 4 6" 3/16" , (2) 7/8"0 21.9k W12, W14 L4x4x1 /4 9" 1/4" (3) 7/8"0 48.1k W16 L4x4x1 /4 12" 1/4" (4) 7/8"0 79.9k W1$ L4x4x1:/4 15" 1/4" (5) 7/8"0 115.Ok W21 ' 18" 1/4" (6) 7/8"0 188.Ok W24 L4x4x3/8 21" 5/16" (7) 7/8"0 234.Ok W27, W31 L4x4x3/8 1" 5/16""4,7,),7„/4"0 234.Ok W40 L4x4x3/8 24" 5/16 (8) 7/8" 234.Ok CONNECTION NOTES: 1. NOTE SEE : 4/S244 FOR ADDITIONAL NOTES. 2. SHOP WELD BOTH ANGLES TO SUPPORT OR FIELD WELD ONE ANGLE AT CONTRACTOR'S OPTION. DOUBLE SHEAR CONN NOTES AND SCHEDULE BEAM CONNECTION DETAIL TSO BUILDING SCALE: NTS 1. 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 D/3 0 OR D/3 x 2D/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. bIL3l1O REVIEWED FOR CODE COMPLIANCE APPROVED APR 17 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 0 9 201 PERMIT CENTER 1..-80.0424-5555 DESIGNED M. LEONARD DRAWN S. HESS 6/10/10 FINAL.. ISSUED FOR CITY OF TUKWILA PERMITS C 1/8/10 MODIFICATIONS SUBSEQUENT TO' PERMIT APPLICATION VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" 8 1/8/10 RESPONSE TO CITY OF. TUKWILA CORRECTION LETTER #1 A 11/17/09 ISSUED FOR FINAL INTER -DISCIPLINARY REVIEW REV DATE`• CHK'D APP'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 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT TRANSFER/TS4 BUILDING FRAMING DETAILS PROJECT NUMBER: C00405C09. SHT. OF: 254 619 DRAWING NUMBER: S244 BEARING R 1/2 1y TYP I 3/161/ HSS COLUMN 1 NOTE: BEARING PLATE THICKNESS SHALL BE 3/4" WHERE DEPTH OF SUPPORTED MEMBER EXCEEDS 24" BEAM TO COLUMN CONNECTION SCALE: 3/4" = 1'-0" COLUMN -HSS OR TS COLUMN - BEARING R 1/2 BEAM AND COLUMN SECTION BEAM AND COLUMN 3/16V NIL BEARING 1 1/2 (4) 7/8"0 BOLTS 0 BEAM GAGE 1/4" STIFFENER PLATE EACH SIDE 3/16 NOTE: BEARING PLATE THICKNESS SHALL BE 3/4" WHERE TS COLUMN SIZE IS GREATER THAN 6x6 BEAM TO COLUMN CONNECTION SCALE: 3/4" =1'-0" 1" TYP BASE F 7/8 WITH (4). 3/4" 0 F1554, GR 36 ANCHOR BOLTS PLAN VIEW WF COLUMN 3/4", NON -SHRINK GROUT 1 TYPICAL BASE DETAIL. SCALE: 3/4" = 1'-0" TH PER TRUCTURAL NOTES F WASHER .\. 3/16x3x3 k ----DOUBLE NUT IN LIEU OF HEADED / \` BOLT AT CONTRACTOR'S/ N OPTION BEARING R. 1/2 > 3/16 V WF COLUMN ))/ NOTE: BEARING PLATE THICKNESS SHALL BE 3/4" WHERE DEPTH OF SUPPORTED MEMBER EXCEEDS 24" BEARING R 1 /2 BEAM TO COLUMN CONNECTION CO SCALE: 3/4" = 1'-0" COLUMN Ii 11 11 11 cr . 1,1 f STIFF R 1/4 EACH SIDE BEAM AND COLUMN 3/16 (4) 7/8"0 BOLTS 0 BEAM GAGE SECTION S. BEAM AND COLUMN // BEARING R 1/2 FOR COLUMN SIZES W8 & LARGER, USE (4) 7/8" 0 BOLTS 0 BEAM GAGE SECTION NOTE: BEARING PLATE THICKNESS SHALL BE 3/4" WHERE COLUMN IS W14 BEAM TO COLUMN CONNECTION SCALE: 3/4" 1'-0" SEDGE OF SLAB DEPRESSION SLAB REINFORCEMENT TOC ELEV • DETAIL AT SLAB DEPRESSION METAL DECKING, ORIENTATION VARIES WHS WF BEAM DESIGNED M. LEONARD SCALE: 3/4" = BENT FE PER SCHED #4 CONT #4 CONT BENT It PER SCHED SEE PLAN '( 2" MINI U 2-8 / WELD SIZE. 2-8 PER SCHED 1— #4 ® 18'': OC L SHEAR CONNECTORS AS INDICATED 2'-O" MIN #4 0 18" OC .L TOC ELEV TOC ELEV 10, "L" R THICKNESS WELD 24" MAX 3/8" . 1/4" 16" 1/4" 3/16" S 12" . 3/16" 1 /8" C8 x 11.5, UNO it 06 06 �r to JL fix 11.5, UNO MAIN BEAMS PARTIAL PLAN TYPICAL BEAM TO BEAM CONN `-METAL DECK SPANS IN THIS DIRECTION METAL DECK WELDS ALL AROUND HOLE SECTION A @ NO CONCRETE LOCATE C8 AT FIRST LOW FLUTE NEAREST EDGE OF OPENING SECTION A FOR HOLES GREATER THAN 18"0 OR 18" SQ - UNO ON PLAN 1. FOR HOLES 4"0 OR LESS. OR .4" SQUARE OR LESS: NO STRENGTHENING IS REQUIRED PROVIDED THAT HOLES ARE NOT CLOSER THAN 12" OC 2. FOR HOLES GREATER THAN 4" UP TO 8"0 OR 8" SQUARE: MIN HOLE SPACING IS 3'-O" OC #4 TRIM BAR (4 SIDES) EXTEND 2'-0 BEYOND OPENING SECTION AT DECK WITH CONC FILL OR W10 COLUMN 3/16 V < ALL AROUND INSIDE 11 1/4 V p f --W14 BEAM O 0 O /3' DETAIL. SCALE: 3/4" ::= 1'-0" CONN: PER 5/S244 FITTED t 1/2, T&B BENT R 1/4 AT NO CONC %1/2 MIN [\ I/ 1/4 V4 % 3/16V2-12 / #4 EA SIDE OF OPENING EXTEND 24" BEYOND EDGE OF OPENING. MISC DECK OPENINGS GREATER THAN 18" SHEAR(t /1/4x3 WITH CENTERED ON MEMBER SCALE: 3/4" 6" MIN TERMINATE PLATE ON RIDGE TO WELD ALJ _ SECTION A At: 1/2" LONG FILLET WELDS EA RIDGE 12 GA STEEL STRENGTHENING PLATE 1/2" WELDS 4" OC MAX 0" D.CD \ If • / 3. FOR HOLES GREATER THAN 8" UP TO 18"0 OR 18" SQUARE USE ANGLE 2x2x3/16 AS SHOWN BELOW 2 CELLS FOR C=8" TO 14" OR 3 CELLS FOR C=14" TO 18" (TYP) #4 TRIM BAR (4 SIDES) EXTEND 2'-0" BEYOND OPENING, WHERE CONCRETE OCCURS HOLES IN DECK AWAY FROM SUPPORT SQUARE OR ROUND HOLES IN DECK WITHOUT CONC FILL MISC DECK OPENINGS LESS THAN 18" ��01 SCALE: 3 4", 1'-0" • • • • 1 '-CHANNEL OR OTHER SHAPE PER PLAN REVIEWED FOR CODE COMPLIANCE APPROVED APR 17 2013 City of Tukwila BUILDING DIVISION CONCRETE : FILL WHERE OCCURS-\ j,3'24"- %X . MAX HOLE MAX SECTION B C '14- HOLE /'1 3/4" PLUG WELDS, TYP. r-� RECEIVED CITY. OF TUKWILA APR 0 9 201 PERMIT CENTER N HOLES IN DECK NEXT TO. SUPPORT DRAWN S. HESS VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" 6/10/10 FINAL ISSUED FOR CITY OF TUKWILA PERMITS 1/8/10 MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION. 1/8/10 RESPONSE TO CITY OF TUKWILA. CORRECTION LETTER #1 A 11/17/09 ISSUED . FOR FINAL INTER—DISCIPLINARY REVIEW REV DATE CHK'D APP'D REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division M L A 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 TRANSFER/TSO BUILDING FRAMING DETAILS te 1 I 0 PROJECT NUMBER: 1-800-424-5555 CALL 48 HOURS BEFOREYO C00405C09 SHT. OF: 255 619 DRAWING NUMBER: S245 J Q z LL E La - 0 0 0. 0 M O 0 0 SHEAR CONNECTORS PER COMP DECK COMP BEAMS PERPENDICULAR COMPOSITE BEAM TO DECK CONN SCALE: 3/4" = 1'-0" 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" MAX' (N) STUDS EQUALLY. SPACED IT If 3/4"0 STUDS, TYP, SEE 4/S246 8" MAX TYPICAL BEAM UNIFORMLY LOADED NOTES: 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 © 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'-0' EDGE FORM PER 3/S245 L3x3x1./4 WF COLUMN #4 HOOK DECK CLOSURE BY DECK SUPPLIER TYP BAR PER 3/S245 - ADDITIONAL #4 / PLAN VIEW 3/16V TYP BAR -PER 3/S245 TYP BAR -PER 3/S245 PENDlY ,, ADDITIONAL #4 D AIL AT SLAB CORNER SCALE: NTS L3x3x 1 /4 TYP AT COLUMN FACE WITHOUT SUPPORT BEAM DECK CLOSURE BY DECK SUPPLIER m DESIGNED M. LEONARD 3/16 ADDITIONAL #5x 4'--0" LONG, TYP BEAM COLUMN EA END. PLAN VIEW TYi AL DECKING SUPPORT SCALE NTS. TYPE B WITH FOLLOWING MIN PROPERTIES:• FASTENER LOCATIONS TYPE SHALLOW VERCOR WITH FOLLOWING MIN PROPERTIES: TYPE. N WTIH FOLLOWING MIN PROPERTIES: . FASTENER LOCATIONS REVIEWED FOR CODE COMPLIANCE " 3" 7 " ri.„, ED ---) , Irnfin.fir-Ani-r-‘r 1y'' MIN , 17A, MIN 3'_O„ 2,_O,; 20 GA 22 GA 18. GA APR 17 2013 = 0.216 in4I = 0.175 in4 S = 0.235/0.248 in 3 S = 0.187/0.198 in 3 Fy = 38 KSI Fy = 38 KSI I = 1.223 in4 S = 0.731/0.776 in 3 Fy = 33 KSI LOCATION DECK TYPE GAGE METAL DECK DEPTH CONN 0 SUPPORT 1 TO FLUTES PER SHEET CONN 0 SIDELAP CONN ® SUPPORTS PARALLEL TO FLUTES SHEAR CAPACITY MAX SPAN (ft) NOTES SINGLE DOUBLE . TRIPLE SCALE HOUSE ROOF„� RECYCLING BUILDING ROOF PENTHOUSE ROOF TYPE B 22 1 (4) #12 SDS © 12" .. OC BUTTON PUNCH OR „ #10 SDS „ #12: SDS 0 8 OC 250 PLF N/A ” 6 -0 6'-0" G90 FINISH TRANSFER BUILDING ROOF SELF -HAUL ENTRY ROOF. BREAK ROOM ROOF TYPE B 20 1 (7) 5/8" PUDDLE WELD BUTTON PUNCH OR #10 SDS ®6" 0C „ " .5/8 PUDDLE WELD © 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 f10SDS ®12"OC 3/4" PUDDLE WELD ® 7" OC 1404 PLF N/A 8'-O" 8'-0" G90 FINISH N/A = NOT ALLOWED 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 'W3 WITH FOLLOWING MIN PROPERTIES:_ TYPE SHALLOW VERCOR WITH FOLLOWING MIN PROPERTIES: REVIEWED FOR CODE COMPLIANCE " 3" 7 " WELD LOCATIONSAPPROV ED x • APR 17 2013 \ x ), x ,�\ -0\ \ 20 GA I " I 4) MIN City of Tukwila 22 GA ,. /1/7/8" ,f ,I' DIVISION BUILDING D = 0.896 in4 " / 3'-O" j I = 0.023 in4 3'-0" S = 0.534 in 3 . Fy = 38 KSI S = 0.074/0.074 in 3 • Fy=50KSI / / LOCATIOFASTENNS LOCATION DECK TYPE (NOTE 4) t d GAGE METAL DECK DEPTH CONCRETE REINFORCINGFLUTES CONN © SUPPORTS 1 TO .PER SHEET CONN ® SIDELAP . CONN ® SUPPORTS PARA TO FLUTES LEL ASD SHEAR CAPACITY MAX SPAN (ft) NOTES SINGLE DOUBLE TRIPLE HPU PLATFORM TYPE W3 COMPOSITE 23" 53" 20 3" 4x4-W2.9xW2.9 (3) 5/8" PUDDLE WELD #10 0 36" OC 5/8" PUDDLE WELD 0 7" OC 1815 PLF N/A 10'-6" 11'--6" G90 FINISH, 4" STUD HT TSO ROOF TYPE. W3 COMPOSITE 33" . 63" 20 3" . 4x4-W3.6xW3.6 (3) 5/8" . PUDDLE WELD #10 © 36" OC 5/8" PUDDLE WELD CO 7" OC 2315 PLF N/A 9'-6" 10'-6" G90 FINISH, 53" STUD HT TSO LEVEL FLOOR TYPE W3 COMPOSITE 4": 77" 20 3" 4x4-W4.3xW4.3 (3) 5/8" PUDDLE. WELD #10 © 36" OC 5/8" PUDDLE WELD © 7" OC 2805 PLF N/A 9'-0" 10'-0" G90 FINISH, 6" STUD HT TSO LEVEL FLOOR TYPE W3CD COMPOSITE 43" VARIES, 20/16 3" 4x4-W4.3xW4.3 GALV. (3) 5/8" PUDDLE WELD #10 © 36"OC 5/8" PUDDLE WELD ®7 OC 2805 PLF N/A 9'-0" 10'-0" G90 FINISH, 6"STUD HT BREAK.. ROOM SHALLOW VERCOR VARIES VARIES - 2"-5" 22 9/16" 4x4-W3.6xW3.6 (4) #12 SDS #.10 SDS 012" OC #1.2 SDS 012" OC 471 PLF N/A 2'-0" 2'-0" , G90 FINISH SCALE HOUSE FLOORS SHALLOW VERCOR 1" 2" 22 9/16"#10 6x6-W1.4xW14 (.4) #12 SDS SDS ®12" OC #12 SDS 012"OC 471' PLF N/A 2'-0" 2'-0" G90 FINISH STAIRS TYPE B COMPOSITE 23" 4" 22 13" 4x4-W2.9xW2.9 (4) 5/8" PUDDLE WELD #10 0 36" OC 5/8" PUDDLE WELD (4 7" OC 2065 PLF 6'-0" - - G90 FINISH N/A = NOT ALLOWED RECEIVED CITY OF TUKWILA METAL DECK WITH CONC TOPPING SCALE: NTS P' 0 2113 PERMIT CENTER S206, . S25.4, S255, S256, S259, S311, S312 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/S245. 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. 1-800-424-5555 DRAWN S. HESS 6/10/10 FINAL ISSUED FOR CITY OF TUKWILA PERMITS C 1/8/10 MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION VERIFY SCALE BAR IS ONE INCH ON ANSI '"D DRAWING 0 1" B 1/8/10 RESPONSE TO CITY OF TUKWILA CORRECTION LETTER #1 A 11/17/09 ISSUED FOR FINAL INTER—DISCIPLINARY REVIEW REV DATE CHK'D APP'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 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT TRANSFER/TSO BUILDING FRAMING " DETAILS PROJECT NUMBER: C00405C09 SHT. ' OF: 256 619 DRAWING NUMBER: S246 C) NN w LL FACE OF WALL SLAB—ON-GRADE PVC WATERSTOP PIPE SLEEVES AND COMPRESSIBLE FILLER AS REQUIRED TO ACCOMMODATE 1/2" SETTLEMENT UNO IN GEOTECH . REPORT • CONCRETE:. FOUNDATION PLACED AGAINST UNDISTURBED SOIL SECTION FLAG POLE FOUNDATION LL 48 HOURS BEF SCALE: 1 "= 1'-0" PIPE AND TRENCH LOCATIONS SCALE: 3/4"=1 STEP FOOTING . LOCATION FACE OF PEDESTAL BUILDING WALL. / FOOTING (REINF NOT SHOWN) STANDARD HOOK (ALT DIRECTION) SLAB-ON—GRADE TYPICAL FOOTING REINF PER PLAN AND DETAILS SCALE PIT WALL AND FOOTING HORIZ REINF, TYP SCALE PIT WALL/FOOTING SCALE PIT WALL/FOOTING BOTTOM OF FOOTING TYPICAL FOOTING REINF PER PLAN AND DETAILS REVIEWED. FOR CODE COMPLIANCE APPROVED PARALLEL.WALLS 1. FOOTINGS NOTES: 1. Ld = STANDARD DEVELOPMENT LENGTH PERP WALLS / FOOTINGS ELEVATION APR 17 2013 STEPPED FOOTING S306, S311 SCALE: 3/4"=1'-0" SCALE: NTS City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 0 9 ,2013 PERMIT CENTER DRAWN S. 6/10/10 1/8/10 VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" B A REV 1/8/10 FINAL . ISSUED FOR CITY. OF TUKWILA PERMITS MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTER #1 CHK'D APP'D. ISSUED FOR FINAL INTER—DISCIPLINARY . REVIEW 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. BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT SCALE FACILITY FOUNDATION DETAILS PROJECT NUMBER: C00405C09 SHT. OF: 285. 619 DRAWING NUMBER: S307 CL cn 3 0 0 0 CV -1/2-36 7- STUDS. OR JOISTS t = GAGE OF MATERIAL CONNECTED TYPICAL MULTIPLE STUD/JOIST DETAIL SCALE: NTS S319 HSS OR WF COLUMN (2) ROWS #12 SDS ® 18" OC r - SHEATHING SHEARWALL. EDGE FASTENERS PLAN VIEW TYPICAL STEEL COLUMN IN METAL STUD WALL SCALE: 1-1 /2" . 1'-0" S317 • LIGHT GAUGE STEEL FRAMING SHEARWALL SCHEDULE (ALL VALUES BASED ON• 2006 IBC, ASD METHODS) WALLSHEATHING SYMBOL (NOTE 4) • •SHEATHING FASTENERS (NOTE 3) TOP AND BOTTOM TRACK CONNECTION• TO STRUCTURE CAPACITY (PLF) PANEL :EDGES AND AT STUDS . w/ HOLDOWNS • . INTERMEDIATE •FRAMING TYPE TYPE TYPE E�3 TO LIGHT_ GAUGE TO STRUCTURAL STEEL TO CONCRETE • (4000 PSI MIN) SW6 15/32" STRUCTURAL 1 SHEATHING - 1 SIDE #8 SDS 0 6" OC#8 SDS .0 12" OC #12 SDS C 8" OC HILTI X -U 0 18" OC . » (7/16 MIN PENETRATION) HILTI X -U®11 OC (14"MIN EMBED) 330 SW3 15/32" STRUCTURAL 1 / - SHEATHING1 SIDE #8 SDS C� 3" OC #8 SDS (� 12" OC X12 SDS O. OC HILTI X -U. © 10" OC (7/16". MIN •PENETRATION) HILTI X= -U .0 6" OC . (14" MIN EMBED) 618 SW33 . 15/32�, STRUCTURAL 1 SHEATHING -•-•2SIDES "•" #8 SDS 3 OC #8 SDS C` 12 OC " #12 SDS 2 OC _ HILTI XU 0 5 OC (7/16" MIN PENETRATION) (2) ROWS HILTI X -U 0 6" OC (1;" 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"x33". FRAMING THICKNESS : 43 MILS MIN. 3. SHEATHING FASTENERS SHALL BE NO 8 (.161" DIA) X 14" LONG (MIN) FLAT -HEAD SELF -DRILLING TAPPING SCREWS (SDS) WITH A MINIMUM HEAD DIAMETER OF 0..285 INCH. 4. SHEATHING MAY BE APPLIED VERTICALLY OR HORIZONTALLY. 5. INSTALL . BLOCKING AT PANEL EDGES NOT OCCURRING AT STUDS OR TRACKS. SHEARWALL SCHEDULE SCALE:. NTS S312,. S315. // 6'-0" MIN BLOCKING V, PA18 STRAP 0 48" OC #10 SDS ® 3" TO MSTA18 STRAP BLOCKING, TYP ACROSS JOISTS,. TYP BACK-TO-BACK BLOCKING. 1st SPACE CONCRETE/METAL DECK JOISTS —� ■ni0��---—��i--- BLOCKING END CONN. BLOCKING 048" OC PER 6/S315, UNO FOR CALLOUTS IN COMMON REFER TO C/S314 NOTES: 1. SEE TYP JOIST. FRAMING F/S314 FOR ADDITIONAL REQUIREMENTS. HSS BEAM LSTA12 STRAP, TYP EACH JOIST / -- CONCRETE / METAL DECK (ONLY METAL DECK AT ROOF) FASTEN MEAL DECK TO BEAM WITH #10 SDS 0 8" OC FLOOR JOISTS LIGHT .GAUGE JOISTS TO HSS BEAM DETAIL SCALE: 1-1 /2" = 1'-0" BLOCKING END CONN PER 6/S315, UNO S312 #1DSDS @4"OC, TYP 0 BLOCKING S/JCT TOP FLANGE HANGER, TYP EACH JOIST S313 CONT .RIM TRACK PER A/S314 (PER B/S314 ® 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 ® 48 OC, NS & FS FRAME BLOCKING THIS SIDE TO WALL PER F/S314 SECTION SCALE: 1-1/2" = #8 SDS, T&B TO EACH JOIST RIM TRACK (3) #8 SDS RIM TRACK r STRUCTURAL WALL TOP TRACK TYP JOIST FRAMING SCALE: NTS qt 3/4" TYP (6) #8 SDS TO JOIST --FLOOR/ROOF JOIST 600S137-33. WEB STIFFENER, FULL JOIST DEPTH ALIGN STUDS WITH JOISTS 800T150-43 CONT RIM TRACK (NOTE 1) SHEARWALL SCHEDULE CONN TYPE METAL DECKING: EDGE FASTENING METAL DECKING (SLOPED) SHEATHING EDGE FASTENERS-�' SHEARWALL SLOPED TOP TRACK (VARY STUD HEIGHT TO MATCH) SECTION SCALE: 1-1/2" = 1'-0" SHEARWALL SHEARWALL SCHEDULE CONN TYPE E SHEATHING EDGE FASTENERS CONT 54 MILxB" PLATE, FASTEN TO TOP FLANGE OF . EACH JOIST WITH (3) #12 SDS (NOT SHOWN) ---r // // // // NOTES: 1. SEE TYP JOIST FRAMING F/S314 FOR ADDITIONAL REQUIREMENTS.. JOIST JOIST WEB STIFFENER, (NOTE 1) • S/H2.5 EACH JOIST METAL DECKING EDGE FASTENING CONCRETE/METAL DECKING REVIEWED FOR CODE.COMPLIANCE APPROVED APR 1.7. 2013 NOTES: City of Tukwila 1. ONLY GRAVITY FR,11giY -1thN S317 ARE SHOWN. SEE SHEARWALL/FLOOR FRAMING DETAILS FOR ADDITIONAL REQUIRED CONNECTIONS. 1000T150-54 CONT RIM RACK ` 1 - T (NOTE) SHEATHING EDGE FASTENERS SHEARWALL SECTION SCALE: 1-1 /2" =1'-0" // SHEARWALL -� SHEARWALL SCHEDULE CONN TYPE Di SHEATHING EDGE FASTENERS CONCRETE .WALL — CONT 1000T1.50-54 RIM TRACK (2) . ROWS HILTI X -U 18" OC (14" MIN EMBED) 2) ROWS (4) #10 SDS 0 STRAP S313 JOIST JOIST WEB STIFF (NOTE i) NOTES: 1. SEE TYP JOIST FRAMING F/S314 FOR ADDITIONAL REQUIREMENTS. METAL DECKING EDGE FASTENERS CONCRETE/METAL DECKING PA18 STRAP ® 48" OC DOUBLE JOIST x STRAP LENGTH • • t=MATCH <JOIST. t1,7 THICKNESS JOIST, BEAR ON CONCRETE LEDGE 600S137-33 WEB STIFF, FASTEN TO JOIST PER RECEIVEDF/5314 CITY OF TUKWILA APR 0 9 261 PERMIT 1-800.424-5555 CALL -4a.:,HouRs-.BEFQRE YOU DIG DESIGNED M. LEONARD DRAWN S. HESS 6/10/10 FINAL ISSUED FOR CITY OF TUKWILA PERMI"'a C 1/8/10 MODIFICATIONS SUBSEQUENT TO PERMIT APPLIC ►TION VERIFY SCALE BAR IS ONE INCH ON ANSI "0" DRAWING 0 1" B 1/s/10 RESPONSE TO CITY OF TUKWILA CORRECTION LEVER 11. A 11/17/09 ISSUED FOR FINAL INTER—DISCIPLINARY REVI REV DATE CHK'D APP'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 l3 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT SCALE FACILITY SCALE HOUSE I n DETAILS PROJECT NUMBER: 000405C09 • SHT. OF: 292 619 DRAWING NUMBER: S314 H LL 0 f.� LL 0 w J Z u_ 0) 0 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 ANCHORAGEPLAN BACK—TO—BACK METAL STUDS HEADED ANCHOR BOLT, UNO 0 1 S/HDU4 (6) #14 SDS 43 MIL 5/8"0, MATCH -DEPTH ON 3/S308 2 S/HDU9 (18) #14 SDS 43 MIL 7/8"0, _MATCH DEPTH 3 0 S/HDL14 (6) #14 SDS 43 MIL 5/8"o, THREADED ROD, SEE 2/S319 NOTES: 1. INSTALL PER MANUFACTURER'S SPECIFICATIONS. 2. FASTEN HOLDOWNS THRU WEBS OF BACK—TO-BACK DOUBLE STUDS. 3. CENTER HOLDOWN ON FRAMING, UNO. DETAIL SCALE: NTS CUT TRACK FLANGES AND BEND TRACK WEB TO ALLOW CONNECTION. FASTEN TO JOIST WITH (2) #12 SDS (TRIM BLOCKING WEB DEPTH 1/2" MAX T&B) S312. S315 JOIST OR STUD TYP LT GABLK'G END CONNECTION STUD OR TRACK BLOCKING, (MATCH STUD/JOIST DEPTH AND GAUGE, UNO) SCALE: NTS S314 S315, S317 DESIGNED M. LEONARD 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 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'-0" 600S162-54 UNO ON 8'-0" 800S162-54 PLAN TYPICAL LOAD- BEARING HEADER DETAIL SCALE: NTS CONNECTION TO STRUCTURE. ABOVE PER SHEARWALL SCHEDULE HEADER, PER 2/S315 U DOUBLE HEAD TRACK ((SINGLE HEAD TRACK FOR OPENING <4'-0" WIDE) WINDOW, (DOOR SIM) n 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 5314, S315 ++++++++++. +++++++.+++ ++•++++++++ ++++++++++ (2) ROWS OF (10) #12 SCREWS 0 3/4" OC EACH SIDE OF. SPLICE, TYP PLAN TOP TRACK TOP TRACK —\ TYPICAL: TOP TRACK SPLICE DETAIL SCALE: NTS. SPLICE AS REQUIRED PER 3/S315 SECTION S315 INSERT SAME SIZE AS STUDS TO MATCH. TRACK GAUGE TYP STUD PER PLAN DISTRIBUTE EQUALLY AT BACK—TO—BACK STUDS SHEATHING; TYP #8 SDS © 12 OC OR WELD PER 1/S314 HOLDOWN WHERE REQUIRED ON PLAN // NOTE 6 BEARING STUD NUMBER OF FULL HEIGHT JAM STUDS AT OPENINGS AS INDICATED ON FLOOR PLAN,USE (2) MIN IF NOT INDICATED OTHERWIS BOTTOM TRACK, FASTEN TO EACH STUD WITH (1) #8 SCREW EACH SIDE, ENSURE THAT STUD BEARS ON BOTTOM TRACK PRIOR TO INSTALLING SCREWS TYPICAL STRUCTURAL WALL FRAMING DETAIL SCAI F. NTS • S316 • . PROVIDE SOLID BLOCKING (PER 1 /S315) BETWEEN STUDS AT . WALL ENDS, ® 10'-0" OC BETWEEN, AND ADJACENT TO OPENINGS. CONNECT TO STRUCTURE BELOW PER SHEARWALL SCHEDULE HOLDOWN PER PLANS/ HOLDOWN SCHEDULE (NOTE #4) 1• I• . 0 �• . • . 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 . . • . SCALE: NTS CONT TOP TRACK, FASTEN TO EACH STUD WITH 1) 48 SCREW EACH SIDE, ENSURE THAT K 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 .1* STUDS, TYP FASTENERS AT INTERMEDIATE FRAMING DETAIL 4/S315 © CORNERS HOLDOWN PER PLANS/HOLDOWN SCHEDULE (NOTE #4) 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 12" OC. bB,ito REVIEWED FOR CODE COMPLIANCE APPROVED APR 1 7 2013 City of Tukwila; BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 0 9 2013 PERMIT CENTER 1-800-424-5555 DRAWN S. HESS. 6/10/10 FINAL ISSUED FOR CITY OF TUKWILA PERMITS 1/8/10 MODIFICATIONS• SUBSEQUENT TO PERMIT APPLICATION VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" 1/8/10 RESPONSE TO CITY OF TUKWILA CORRECTION LETTER' #1 A 11/17/09 ISSUED FOR FINAL INTER -DISCIPLINARY REVIEW. REV DATE CHK'D APP'D REVISION DESCRIPTION King Countv Department of Natural Resources and Parks Solid Waste Division MLA. Engineering, pli.c 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 SHT. OF:. 293 619 DRAWING NUMBER: S315 (!) UJ 0 ii;: LL O i!: O LL LLI Slabs Plan.dwg 8 v 20000 Bow Lake • r-: RETAINING WALL L SIDEWALK 4:. GENERAL NOTES a• t CTJS1, TYP t>• ELN 267.92 RECYCLE BUILDING N 161812.80 E 1285228.45 N 161809.61 E 1285251.23 N 161798.58 E 1285285.25 13'-0 EYP 1 EL 267.65 1. . \ t. \,1 I: .— 65'4" CTJS1, ,TYP _ . • •�-- • --- t> • EL 266.0351 - —� THICKENED EDGE -N .161877.17. E 1285237.49 EL 267.65 8'--3" SIM 1 'EL 266.031 THICKENED EDGE, 4 SIDES 267.79 N 161873.97 E 1285260.26 10 CTJS1 SPACES 0 12'-6" 125'-0" •A. 1> . EL 265.5 EL 265.60 N 161959.37 E 1285212.71 ROLLED CURB DRAINAGE SWALE a 0) 23'--0'' r -----mob A P THICKENED EDGE •f. 1> 0 0 1>• 1> THICKENED EDGE .4 Et 264.45 SCALE: 1 " = 10' RETAINING WALL K L ISOLATION JOINT AT . WALL •r CrJS1., TYP t> 0 0 Lr THICKENED EDGE to • CTJS1 •D •• 1> L. A d' 11 t:. 1> N r A COLORED CONCRETE TOPPING CTJS1 ti. RECYCLED PLASTIC WHEEL STOP, TYP OF 5 SEE S104 FOR NPA AND TOP LOAD BAY SLAB ELEVATIONS. 't3ttO. 1> =10' -on Scale 10. REVIEWED FOR CODE COMPLIANCE APPROVED APR17 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF T.UKWILA. APR 0 9 2013 PERMIT CENTER 1.0 20 Feet. 1-800-424-5555 -7-1v DESIGNED. RML DRAWN RLM 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" 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 Icing C.oun#y Department of Na#u'ral Resources and Parks Solid Waste Division [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 SOUTH PROCESSING AREA SLABS PLAN PROJECT NUMBER: C00405C09 SHT. OF: 298 619 DRAWING NUMBER: S401 B0839--20000 Bow 4. e . -RETAINING WALL K OR L OR. SPA NORTH WALL (RETAINING WALL K SHOWN) ISOLATION JOINT THICKENED EDGE #5@ 12EW 1,4 4 • s ��CinnC3V" UCs a' Cin�-,C�n a 6" HK PAVEMENT SECTION �w '� %�%d��%���iar ct` 11 Oi'rQi' Cinnp nn, SECTION 1/2" = r_0" ROLLED CURB DRAINAGE SWALE' #5©1 2EW CTJS1 CO 4" CSBC R IX U. 6'-O" #5 CONT 1 1 /2" THK COLORED (RED CONCRETE TOPPING 40_,"i•01)e `!tn_®•e!! •t..7 cv:1!' i_IN4.7.!ie. i e=i+e;!0e" o_s" ,;\\y\\�;\\\;\ \;\\\;\\�;\\\ THICKENED ' EDGE,' — - SEE SECTION A, - THIS . SHEET SECTION 1/2" _ 1'_0". CSBC_ CTJS 1 4 '4 4 COMPACTOR BAY WALL pia -iib 1 /2"_ 1 '_On 1 0 REVIEWED FOR CODE COMPLIANCE APPROVED APR 17 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 0 9 201 PERMIT CENTER 4 5 511111.11111i111 IMIIMMIN111161111111 11111•1111111101•1111. Scale Feet 1-800-424-5555 -7oto DESIGNED RML DRAWN RLM: 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 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 SOUTH PROCESSING AREA SLAB DETAILS PROJECT NUMBER: C00405C09 BHT. OF: 299 619. DRAWING NUMBER: S402 LA PERMITS 0 0 CL. 0 .re a .3 0 DaS a c1 0 N 111 0 L 0 W -12x22 CS1.8 x 14'--O". STRAP --- W1W2-_._ �..._ CS18 x 12'-0" STRAP WITH FULL DEPTH BLOCKING, TYP UNO W12 22 CS18 x 6'-0" STRAP I I i .1 ROOF DECKING PER NOTE 4 W12x22 W12x22 0 1.•l.J Le - J 1/4.1 Qcal 0 V ROOF FRAMING PLAN RECYCLING BUILDING SOUTH PROCESSING AREA SCALE: 1/4" = 1'-0" FACE OF CONC WALL COL & CONC WALL (NOTE 1) 60'-0" FACE OF CONC WALL PLAN NOTES 1 600S162-54 STUDS ® 24" OC WITH 15/32 SHEATHING. SEE 3/S314 SHEARWALL SCHEDULE. SEE S307, S314 AND S315 FOR TYPICAL CONCRETE AND COLD -FORMED STEEL DETAILS. EL 10" THICK x 2'-0" WIDE NOTE 5 TOF –1'-0" TOC –1'-0" W10 COLS\. NOTE 3 NOTE 8 TOC +0'-1/4" TOC +4'-0" 0 w —J J 0 V OPP HAND SIM Q. W10 COLS\ (-) TOC TOF -1'-0" TOC +0'- FOUNDATION PLAN RECYCLING BUILDING SOUTH PROCESSING AREA SCALE: 1/4" 1'_0" DRAWN S. HESS D 6/10/10 VERIFY SCALE BAR IS. ONE INCH ON ANSI "D" DRAWING 0 1" 8 1/8/10 1/8/10 FINAL ISSUED FOR CITY OF TUKWILA PERMITS MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTER #1. A 11/17/09 ISSUED FOR FINAL INTER=DISCIPLINARY REVIEW REV DATE CHK'D .APP'D REVISION. DESCRIPTION TOF –1' f! 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 0 6" SLAB–ON-GRADE WITH #4 ® 18" OC EACH WAY,MID–DEPTH OVER 4" COMPACTED GRANULAR FILL OVER VAPOR RETARDER. 13" TYPE B METAL DECKING . PER 3/S246. 4'-0" x 4'-0" x 1'-0" FOOTING WITH (5) #5 EACH WAY, BOTTOM, CENTER FOOTING ON COLUMN. 5'-6" x 5'-6" x 1.'-6" FOOTING WITH (8) #5 EACH WAY; BOTTOM, CENTER FOOTING . ON COLUMN. DATUM ELEVATION IS (267.79'). ALL ELEVATIONS ON THIS SHEET ARE REFERENCED AS. + OR – FROM THIS ELEVATION. ( ) #5 x 4'–O" LONG DIAGONAL AT INSIDE CORNER. LEGEND MOMENT CONNECTION DBL DOUBLE JOIST (BACKTO-BACK). SPAN DIRECTION MF . MOMENT FRAME — STRAP AND BLOCKING SHEARWALL SLAB CONTROL JOINT CJ REVIEWED FOR CODE COMPLIANCE APPROVED APR 17 2013 City of Tukwila BUILDING DIVISION 2 0 RECEIVED CITY OF TUKWILA• APR 0 9 2013 PERMIT CENTER 2 4 6 8 10 ME NM 1111111111111! 1111111111•11•=1111 11111111111=111111111111111 Oil On 11111111111111111111111111 1111111111111.111111•101111 Scale BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT RECYCLING BUILDING FOUNDATION AND ROOF PLAN Feet PROJECT NUMBER: C00405C09 SHT. . OF: 300 619 DRAWING NUMBER: S4O3 L ILON C:► 00 1 O W O LL LLJ o 0 00 —J 0 VJ L.1.� W .0 LL OC LL W LL 0 m c• E 0 1 /4" ocw CJP WELD ACCESS HOLE PER 5/S215 _W1Q COLUMN DETAIL SCALE: 3" WALL SHEATHING LT 'GA STUD WALL ONCRETE . WALL FOR CALLOUTS IN COMMON REFER TO 1/S404 . FINISH .GRADE OR EXTERIOR PAVEMENT #4 DOWEL 0 12" OC . VERT 114 0 12'HORIZ (2) #5 CONT DETAIL SCALE: 3/4" . = 1-0" SHEARWALL CONN PER 3/5314 TOC .SLAB AN -GRADE TO SLAB 2' DESIGNED 'DRAWN M. LEONARD S. HESS. INSULATION PER A/404 TOF 110. VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" CONN SIM TO 9/S244 WITH SHEAR TAB FULL HEIGHT BETWEEN. CONT AND CAP R TOS 3/161/ BEAM NOT SHOWN FOR CLARITY --- qi COLUMN CAP R 3/8x6 R 1/4x3x9" WITH (2) 1/2" 0 ERECTION BOLTS LT GA JOIST METAL ROOF DECKING 0 3/16 V CONT R 1/4 0 W12 BEAM PER ELEVATION W10 COLUMN PER ELEVATION (6) #4 VERT, HOOK. 11" INTO FOOTING #3TIE ©6"OC CONCRETE WALL REINF PLAN VIEW FOR CALLOUTS IN COMMON REFER TO 9/5404 —11 -IS=I I lI —11Tt-11 —111-111=J 1 I' 1�4! ,i�1 DETAIL SCALE: 3/4" /11 6/10/10 FINAL ISSUED FOR CITY OF TUKWILA PERMITS C 1/8/10 MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION 1/8/10 RESPONSE. TO CITY OF TUKWILA CORRECTION LETTER #1 A 11/17/09 ISSUED FOR FINAL INTER -DISCIPLINARY REVIEW REV DATE CHK'D APP'D REVISION DESCRIPTION TO SkA6 TOFG METAL ROOF DECKING CS STRAP, SEE PLAN 3/16 W12 BEAM PER ELEVATION LT GA JOIST STIFF It 1/4 W10 COLUMN PER ELEVATION 'W12 BEAM STEM WALL AT SIM mainer 11111111* w7 COLUMN BASE PLATE ABOVE. PLAN VIEW FOR CALLOUTS IN COMMON REFER TO 6/S404 DETAIL SCALE: 3/4"= EXTERIOR PAVEMENT DETAIL FOR CALLOUTS IN COMMON REFER TO 9/S404. SCALE: 3/4" _ King County Department of Natural Resources and Parks Solid Waste Division 0 SLAB REINFORCING TO SLAB TOF, Aik TOS (+14'-33') 1D" TYP r t • co CV 0 TOC VARIES l (+4'-0" OR +0'-6")\ TO SLAB (+0'-0") SECTION SCALE: 1/4" 2/S402 11'-3 12 ?x26 2- 3„ (0 N O 1 TOS +12,-0') • • Y2" .TYP 2" PLAN VIEW SECTION 1/4 BASE • R 3/4x11i'x6" WITH ANCHOR BOLTSPER 8/S245 NOTE: SEE .ARCH FOR AES REQUIREMENTS. 0 0 UJ Lt TOF 0 (+0'-6") © LU SOUTH FRAME c W1.0 COLUMN PER ELEV 3/4" NON -SHRINK GROUT (3) ADDITONAL TIES ® 3" OC CO'TOP PLATE WASHER AND NUTS PER 8/S245 DETAIL SCALE 3/4" = 1'-0" / / ///TYP ■ PLAN VIEW SECTION MLA Engineering, plic 1424 Fourth Ave, Suite 815 Seattle, Washington 98101 206.264.2727 206.264.4835 DETAIL SCALE: 3/4" 1'-0" REVIEWED FOR CODE COMPLIANCE APPROVED APR 17 2013 City of Tukwila BUILDING DIVISION COLUMN AND • PLATE CO 0 00 0 4 .142 LL! Q 3/4"o ANCHOR BOLTS PER 8/S245 2 LL C CONCRETE FOOTING RECEIVED CITY OF TUKWILA APR 0 9 201 PERMIT CENTER ELEVATION. 1" NON -SHRINK GROUT BASE PLATE SCHEDULE COLUMN T L W HSS4x4x1 /4 3/4" 10.5 5" HSS5x5x1/4 3/4" 11.5 6" BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT RECYCLING BUILDING DETAILS PROJECT NUMBER: C00405C09 SHT. OF: 301 619 DRAWING NUMBER: S404 c ce C LL W 2 CJS Q 2 LL ;CADJN\From_ MLA\2010- a E 0 N T SLAB SLAB—ON—GRADE 7 F T SLAB � DETAIL LT GA STUD WALL • SCALE: 1-1/2" _ .1'-0" #4 T&B EACH SIDE TRENCH DRAIN, SEE MECHANICAL auu4.o.1.ow.4oa410/.�vAe, / wTAToATATATATATAovw-ATATATAT►sA AT.iv� O COQ gp ®'01. girl. is 7» DETAIL @ TRENCH DRAIN SCALE: 1-1/2" 1 -0" Lu cn METAL ROOF DECKING X x x X x DETAIL LT . GA .JOIST SCALE: 1-1 /2" _ 1'-0" //I CONCRETE WALL BEYOND —\ �TO SLAB TOF CONT BENT It 3/16 WITH (2) # 12 SDS © 12" OC, STAGGERED, TO W12 BEAM W12 BEAM 68 MIL BENT PLATE WITH (6) #10 SCREWS EACH LEG FOR CALLOUTS IN COMMON REFER TO 11/S404 SLAB. REINF PER PLAN - TOC 4:4 4 55" CONCRETE WALL •A t. 6• • Qf . • f• .'• " 0 �.. ADDITIONAL LAYER OF REINF MATCH SIZE AND SPACING OF TYP SLAB REINF, SEE PLAN DETAIL SCALE: 3/4" = 1'-0" 12" THICKENED, SLAB METAL ROOF DECKING LT GA JOIST W12 BEAM LT GA STUD WALL SHEARWALL SHEATHING DETAIL SCALE: 1-1/2" // TOS VARIES METAL ROOF DECKING LT GA STUD WALL SHEARWALL SHEATHING DETAIL SCALE: 1-1/2" = 1'-0" Q // -- LT GA JOIST FOR CALLOUTS IN COMMON REFER TO 2/S405 REVIEWED FOR CODE COMPLIANCE APPROVED APR 1.7 2013. City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 0 9.2013 PERMIT CENTER DESIGNED M. LEONARD DRAWN S. HESS 6/10/10 FINAL ISSUED FOR CITY OF TUKWILA . PERMITS C, 1/8/10 MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION VERIFY SCALE BAR IS ` ONE INCH ON ANSI "D" DRAWING 0. 1" 1/8/10 RESPONSE TO CITY OF TUKWILA CORRECTION LEITER #1 A 11/17/09. ISSUED FOR FINAL INTER -DISCIPLINARY REVIEW. REV DATE CHK'D APP'D REVISION DESCRIPTION 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 RECYCLING BUILDING DETAILS PROJECT NUMBER: C00405C.09 SHT. OF: 302 619 DRAWING NUMBER: S405 0 - 10:07am — P:\0239.2 — RWBECK BOW LAKE TS PHASE II\PH2_F. CD PHASES\A_A011 _GEN.dwg 4- AKHITECTURAL GE \PAL OTES 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. 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 T0. RECTIFY THE SAME: 4. NOT USED. 5. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS ON THE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. 6. VERIFY DIMENSIONS, ROUGH OPENING SIZES SHOWN FOR DOORS, WINDOWS AND OTHER PENETRATIONS AGAINST REQUIREMENTS OF SPECIFIED PRODUCTS, CONDITIONS, ELEVATIONS, ETC. PERTAINING TO WORK BEFORE .PROCEEDING. 7. PROVIDE ALL SUB—FRAMING AS REQUIRED TO RECEIVE WORK BY OTHERS. 8. PROVIDE GALVANIC ISOLATION BETWEEN DISSIMILAR METALS. WASH I\GTO\ STAT E\RCY CODE. REFER TO 'ENV—CHK, 'ENV—SUM' AND 'ENV—UACHECKLISTS FOR REQUIREMENTS. ALL INSULATION MATERIALS SHALL BE INSTALLED ACCORDING TO THE MANUFACTURER'S INSTRUCTIONS TO ACHIEVE PROPER DENSITIES, MAINTAIN CLEARANCES AND MAINTAIN UNIFORM R -VALUES TO THE MAXIMUM EXTENT POSSIBLE, INSULATION SHALL EXTEND OVER THE FULL COMPONENT AREA TO THE INTENDED R -VALUE. EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES, OPENINGS BETWEEN WALLS AND FOUNDATION, BETWEEN WALLS AND ROOF AND WALL PANELS; OPENINGS AT PENETRATIONS OF UTILITY SERVICES THROUGH WALLS, FLOORS AND ROOFS; AND ALL OTHER OPENINGS IN THE BUILDING ENVELOPE SHALL BE SEALED, CAULKED, GASKETED OR WEATHERSTRIPPED TO LIMIT AIR LEAKAGE. 'BUILDING ENVELOPE' MEANS ALL BUILDING ELEMENTS SEPARATING CONDITIONED FROM UNCONDITIONED SPACES. DOORS AND OPERABLE GLAZING SEPARATING CONDITIONED FROM UNCONDITIONED SPACE SHALL BE WEATHERSTRIPPED. FIXED WINDOWS SHALL BE TIGHT FITTING WITH GLASS RETAINED BY STOPS WITH SEALANT OR CAULKING ALL AROUND. U -FACTORS FOR GLAZING AND DOORS SHALL BE DETERMINED, CERTIFIED AND LABELED IN ACCORDANCE WITH STANDARD RS -31 BY A CERTIFIED INDEPENDENT .AGENCY LICENSED BY THE NATIONAL FENESTRATION RATING COUNCIL (NFRC). SOLAR HEAT GAIN COEFFICIENT (SHGC), SHALL BE DETERMINED, CERTIFIED AND LABELED IN ACCORDANCE WITH THE NATIONAL FENESTRATION RATING COUNCIL (NFRC) STANDARD BY A CERTIFIED, INDEPENDENT AGENCY, LICENSED BY THE NFRC. TYPE OF SPACE HEATING ASSUMED FOR ENERGY CODE COMPLIANCE: 1. TSO BUILDING ELECTRIC RESISTANCE HEATING 2. SCALE HOUSE ELECTRIC RESISTANCE HEATING 3. RECYCLE BUILDING ELECTRIC RESISTANCE HEATING FLA VE SPREAD A\D S VO'KE DEV _LOPES 'ATI NOS 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. ARCHITECTURAL SY V 3 3 LEGE\D DXXX XX DOOR NUMBER GLAZING SYSTEM/ WINDOW NUMBER OPENING NUMBER (SEE NOTES ON A016) FLOOR RECESS NUMBER 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 INDICATOR FEXXX^ FIRE EXTINGUISHER, FE* XXX_,„---- CALLOUT CASEWORK DETAIL NUMBER SHEET NUMBER WHERE SHOWN X ROOM NAME XXX j' ROOM NUMBER XX 111- 1A ACCESSORY ITEM SCALE PLAZA ITEM. FURNITURE ITEM FEXXX FEXXX FIRE EXTINGUISHER, WALL MOUNTED, ELEVATION FIRE EXTINGUISHER, SEMI RECESSED, ELEVATION BIRD DETERRENT STANCHIONS SEISMIC JOINT LOCATIONS CO E\ )TES JURISDICTION APPLICABLE CODE CODE EDITION CODE AMENDMENTS. CITY OF TUKWILA, KING COUNTY, WASHINGTON INTERNATIONAL BUILDING CODE (IBC) 2006 WASHINGTON STATE, INCLUDING NONRESIDENTIAL ENERGY CODE TRANSFER/TSO BUILDING BUILDING TYPE FIRE SPRINKLERS BUILDING HEIGHT A. ALLOWABLE: B. PROPOSED: BUILDING AREA A. ALLOWABLE: B. PROPOSED: II—B PROVIDED 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 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 STATION USE PER IBC 508.3.1. NO OCCUPANCY SEPARATION REQUIRED PER IBC TABLE 508.3.3. SCALE HOUSE BUILDING TYPE FIRE SPRINKLERS FIRE ALARM BUILDING HEIGHT A. ALLOWABLE: B. PROPOSED: BUILDING AREA A. ALLOWABLE: B. PROPOSED: 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 - 758 SF 0 SF 659 SF 659 SF 6 2 3 N/A N/A 64" 96" RECYCLING BUILDING 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 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) NOTES: 1. REFER TO CS101-CS104, FOR OCCUPANT LOAD CALCULATIONS. 2. REFER TO CS301 FOR OCCUPANT LOAD CALCULATIONS. 3. OPEN STRUCTURE. bt3,•.no R EVi1ED FOR ODE COMPLIANCE APPROVED APR 17 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 092013 PERMIT CENTER 6079 REGISTERED ARCHITE T 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 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 1EUPG;. 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: C00405C09 BHT. OF: 318 619 DRAWING NUMBER:. AO 1 1 cn ce W -J LL 0 0 ce 0 LL 0 LIJ v, z LL P:\0239.2 - RWBECK BOW LAKE TS PHASE II\PH2_F. CD PHASES\A_CS301_FP.dwg E 0 N 0) 0 SCALEHOUSE ROOM OCCUPANCY SUMMARY 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 FUNCTION OF SPACE (PER IBC TABLE 1004.1.1) RM NO OCCUPANCY TYPE ', ::.•T. BUSINESS AREAS •���• e* ACCESSORY . STORE/MECH RECYCLING BUILDING ROOM OCCUPANCY .SUMMARY. 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 FUNCTION OF SPACE (PER IBC TABLE 1004.1.1) OCCUPANCY TYPE ' •BUSINESS AREAS INDUSTRIAL AREAS V////A PH 1HR ASSEMBLY 2HR ASSEMBLY PANIC HARDWARE PER IBC 1008.1.9 ®®llIeM Aardeisremr AEMEEM WISEEREEEMEMNOMMI I .44•=10Z/514. 6RAMMOMPEWM= ===gitAST� g am. 1 Qji i�illlllllUIIIIl�— Esansiatesita - Lmwmonnimmn Esseeemassmssagana • r r ® ®lirm FLOOR PLAN SCALEHOUSE SCALE FACILITY SCALE: 1/4" = 1'-0" =1 Ell NE = Ell Ell 1111= ME OE m ® ® NIIIIIIEEMIENIE - M • 111 • : WARMING . ROO:M:. • LI 1111111 I1ll111111IIIIIIIIIIIIIIIIIIIIIIIIP BUILDING GROSS AREA OUTLINE (CITY OF TUKWILA) GROSS FLOOR AREA OUTLINE (IBC -1002) EGRESS PATHWAY FLOOR PLAN I RECYCLING AREA ( 601 ti 3� RECYCLE BUILDING CODE SUMMARY SCALE: 1/4" = 1'-0" 1 /4"=1'-0" REVIEWED FOR CODE COMPLIANCE APPROVED APR 17 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 0 9 201 PERMIT CENTER 2 0 2 4 6 8 10 Scale Feet 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 & RECYCLE BUILDING CODE SUMMARY FLOOR PLANS PROJECT NUMBER: C00405C09 SHT. OF: 5 DRAWING NUMBER: CS301 z LL Qji i�illlllllUIIIIl�— Esansiatesita - Lmwmonnimmn Esseeemassmssagana • r r ® ®lirm FLOOR PLAN SCALEHOUSE SCALE FACILITY SCALE: 1/4" = 1'-0" =1 Ell NE = Ell Ell 1111= ME OE m ® ® NIIIIIIEEMIENIE - M • 111 • : WARMING . ROO:M:. • LI 1111111 I1ll111111IIIIIIIIIIIIIIIIIIIIIIIIP BUILDING GROSS AREA OUTLINE (CITY OF TUKWILA) GROSS FLOOR AREA OUTLINE (IBC -1002) EGRESS PATHWAY FLOOR PLAN I RECYCLING AREA ( 601 ti 3� RECYCLE BUILDING CODE SUMMARY SCALE: 1/4" = 1'-0" 1 /4"=1'-0" REVIEWED FOR CODE COMPLIANCE APPROVED APR 17 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 0 9 201 PERMIT CENTER 2 0 2 4 6 8 10 Scale Feet 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 & RECYCLE BUILDING CODE SUMMARY FLOOR PLANS PROJECT NUMBER: C00405C09 SHT. OF: 5 DRAWING NUMBER: CS301 z LL W O N) N b 0 0) O c a) u.. O ceO cf) z LL Li >>--- ~ PLAN SYMBOL [FINISHED THICKNESS](REFER DESCRIPTION ALSO TO SPECIFICATION SECTION 07 0550)>- �, Iz PLAN SYMBOL FINISHED THICKNESS DESCRIPTION (REFER ALSO TO SPECIFICATION SECTION 07 0550) n >- LI IU-- PLAN SYMBOL [FINISHED THICKNESS DESCRIPTION (REFER ALSO TO SPECIFICATION SECTION 07 0550) 2 LAYERS 5/8" GWB, TYPE PER EXTERIOR METAL SIDING PANELS, TYPE 1 CONDITIONED FINISH SCHEDULE ° - - ° ° CAST -IN-PLACE CONCRETE INTERIOR 5/8" GWB, TYPE 4 °. 4 . .4 1-1/2"25 GAUGE HAT CHANNELS0 O')-: 1 ° ° ° NOTE: REFER TO STRUCTURAL INSTALLED HORIZONTALLY AT 24"OC 4" 20 GAUGE Z-GIRTS INSTALLED e a. . Q e '. DRAWINGS FOR WALL THICKNESS u, I HORIZONTALLY @ 48 OC ( [VARIES] 1, APPLIED TO' AND REINFORCEMENT. Q VAPOR BARRIER, TYPE — -F1-11-4- 4 RIGID INSULATION TYPE 1 INDICATES VAPOR p VOA 2HR - " i min EXTERIOR FACE OF GWB FT f 1 1 l 1 VBPBARRIER SIDE ! - :1111 : ............. 1111... 111..... 2 LAYERS 5/8 GWB, TYPE 4 ::„;::......:....::. ,:,_.� .. UNCONDITIONED INTERIOR U 2HR 61 0 OS (SEE SHEET S022) I CAST -IN-PLACE CONCRETE —V ��............� [14-5/8"] OR EXTERIOR .................................................................... 5/8„ GWB, TYPE 2B WALL TYPE 1111... � 1 BATT INSULATION, TYPE 1 A ',O_%�����;��i�lrrj�►�a__ low6 400S125-18 STUDS @ 24" OC EA FACE �I p VAPOR BARRIER, TYPE 2, APPLIED TO [10-5/8"]�v. . ` ANSI/UL DESIGN - -a . a . Qv• 4” 25 GAUGE Z -FURRING INSTALLED ANSI/UL DESIGN 6" BATT INSULATION, TYPE 1B ! NUMBER 0419 EXTERIOR FACE OF GWB • ° a Q .. . a . a VERTICALLY AT 48" OC 2 LAYERS 5/8" GWB, TYPE PER CONDITIONED 2 LAYERS 5/8" GWB,■li�■�i�■lo�■l'c■iii■i1C�i TYPE PER •enielhenielheihelhei9e a NUMBER U419 0 INTERIOR 4" RIGID INSULATION, TYPE 1 FINISH SCHEDULE FINISH SCHEDULE ` (STAGGERED STUDS ��r �rurruruuuuuruu �uur�: VAPOR BARRIER,TYPE 3 UNCONDITIONED I) 1 [CONC + 6-5/8"] IIIIMIIINIMIIMIIMIIIIIIIIIIIINIIIIIIIIIIIIIICIINIIIIII SUBST. FOR EXTERIOR METAL SIDING PANELS, TYPE 1 INTERIOR RESILIENT CHANNEL) 1 GWB, TYPE /2" 2B 5/8 GWB, TYPE 4 CONDITIONED INTERIOR Q 1-1/2" 25 GAUGE HAT CHANNELS INSTALLED HORIZONTALLY @ 24" OC Ammo 4" 20 GAUGE Z-GIRTS INSTALLED 1 FiHR-F � HORIZONTALLY @ 48" OC 5/8" GWB, TYPE PER FINISH SCHEDULE OB 2HR -R 1 i I RESERVED iUNCONDITIONED INTERIOR CAST I [14-5/81 2 LAYERS 5/8" GWB, TYPE 4 OR EXTERIOR -IN-PLACE CONCRETE WALL TYPE ....__..._ ......................................__....-..11 600S (SEE SHEET S022) ANSI UL DESIGN / NUMBER U419 ' ® _ _- __ ;-. a � •...� ° � 4 ' °: 4" Z -FURRING CO 16" OC 2 LAYERS 5/8" GWB, TYPE 4 - - ®� ■�®■� Q .1. ° 4" BATT INSULATION, N TON, TYPE 1B EXTERIOR ` °° 4a - T YI,ri T: !Awl- l- A iv A 1 VAPOR BARRIER, TYPE 3 1► G E [GONG + 4-1 /2"] GWB, TYPE PER FINISH SCHEDULE ��' `' ' I L ►' CONDITIONED INTERIOR 5 8" / 1/2" GWB, TYPE 2B EXTERIOR- 5/8" GWB, TYPE 4 1-1 /2" HAT CHANNELS INSTALLED 4" 20 GAUGE Z-GIRTS INSTALLED CONCRETE HORIZONTALLY AT 24" OC CAST -IN-PLACE HORIZONTALLY @ 48 OC = WALL TYPE TYPE 1, APPLIED TO VAPOR BARRIER,— 20 - - - � 4" RIGID INSULATION, TYPE 1: _ �4° a Qa 4 - - ... CONDITIONED EXTERIOR FACE OF GWB ° VAPOR I 2 LAYERS 5 8" GWB, TYPE 4 / :��:licle�:l�.��c:E�e■Ei� ° 4 �—INDICATES . INTERIOR 11,,1,,1 .. ,: ................. :.0 ..:: .:. .....,,,..., ::) , VB BARRIER SIDE 600S (SEE SHEET S022) 5/8" GWB, TYPE 2B va cn [GONG + 4" ] NM w 24C - - ®�� W W 4" RIGID INSULATION, TYPE 6 • WALL TYPE — ,\ ,� ._.................1..1..11....._...._.....................1..1......11....._ 1 BATT INSULATION, TYPE 1A a.. miet1,►®ma®ist �i�'►Ti®li 400S125-18 STUDS @ 24" OC [13-3/8"] CONDITIONED VAPOR BARRIER, TYPE 2, APPLIED TO1— TE GIRTS EL GIR S AS INDICATED ON [6-3/4"] � INTERIOR EXTERIOR FACE OF GWB J EXTERIOR STRUCTURAL DRAWINGS WALL CAVITY 4 BATT 'INSULATION, TYPE 1B _ ;.'' INC TRANSLUCENT GLAZING PANELS —. " 10A - - u U U 111111111111110211111.- METAL SIDING PANELS, TYPE AS UNCONDITIONED 5/8" GWB, TYPE 2B INDICATED ON ELEVATIONS. INTERIOR [N/A] EXTERIOR 4"BATT INSULATION, TYPE 1 B INTERIOR AIR BARRIER APPLIED TO EXTERIOR OF ( N ALUMINUM BATTEN PLYWOOD SHEATHING Q 400S (SEE SHEET S022) PLYWOOD SHEATHING,TYPE 1 � ......_:.........__.........................._... _1111._.. _.. - EXTERIORTRANSLUCENT GLAZING PANELS '" Alb. ANL — •_ALI t 1` lliett �i itteA,; 5/8" GWB, TYPE 2B 2HR 61 108�'~�TrT®T�T�TtT�Tt ®airel....�- — 600S (SEE SHEET S022) ,. ,:_.«:_:�_:..::.::::.:::::,.,::W.::� 2 RIGID INSULATION, TYPE 3u �����������® L � � a �11111Jl ff n u6 BATT INSULATION TYPE 1B c.::::::::::::e:::•s:::c. :. ... •. _.r.:::r:.ra_:: -•a:r.::.::aar..:::. » ALUMINUM BATTEN [10-1/4»] 1111 ......... _........ ... __1111.. .� TYPE 3 ( [13"] 1 GWB, TYPE 5 VAPOR BARRIER, C [N/A] STEEL GIRTS AS INDICATED ON 5/8" GWB, TYPE 2B 400CH (SEE SHEET 5022) INTERIOR RIGID C A NSI/UL DESIGN STRUCTURAL DRAWINGS 1" INSULATION, TYPE 1 CONDITIONED INTERIOR NUMBER U415 2 LAYERS 5/8" GWB, TYPE PER UNCONDITIONED INTERIOR 5/8" GWB, PER FINISH SCHEDULE ( SYSTEM B FINISH SCHEDULE OR EXTERIOR METAL SIDING PANELS, TYPE AS METAL SIDING PANELS, TYPE AS CONDITIONED INDICATED ON ELEVATIONS. r EXTERIOR' INDICATED ON ELEVATIONS ` INTERIOR VAPOR BARRIER, TYPE 1, APPLIED TO r- INTERIOR FACE OF GWB ���...�� l - AIR BARRIER TO EXTERIOR OF APPLIED 11111111 PLYWOOD SHEATHING METAL SIDING PANEL, TYPE 3 (VARIES] STEEL GIRTS AS INDICATED ON 26A _ __ v �_ A PLYWOOD SHEATHING, TYPE 1 5/8"GWB, TYPE 4 --VE REVIEWED FOR UNCONDITIONED INTERIOR STRUCTURAL DRAWINGS _ EXTERIOR COMPLIANCE ZPINASSWIet 600S162-43 @ 24" OC 3/4" PLYWOOD, TYPE. 2 CODE 26C APPRGVE® ......TYPE1B 6"BATT INSULATION, METAL SIDING PANELS, TYPE AS 6A ( �� 6 BATT INSULATION, TYPE 1B [8-3/4"] VAPOR BARRIER, TYPE 3 (26A) OR �, ,�^ , APR 17 2013 INDICATED ON ELEVATIONS. ( — ¢ 600S (SEE SHEET S022) AIR BARRIER APPLIED TO EXTERIOR 26C 9-3 4" [ / ] 1" RIGID INSULATION, TYPE 3 26C ( ) 2HR 61 - --r rt4-1- =I-- rt = ` �++ EXTERIOR SHEATHING CONDITIONED INTERIOR 5/8" GWB, TYPE 2B City of TukwilaOF 5/8" GWB TYPE 4 / ,,1�A' ................................................... _ 1111... m� PLYWOOD SHEATHING, TYPE 1 (12A) ( BUILDING DIVISION OR METAL SIDING PANELS, TYPE AS 2" RIGID INSULATION, TYPE 3 12A - EXTERIOR � VARIES 17--3 $" MIN [ / ] .. 5/8" GWB, TYPE 4 (12B) INDICATED ON ELEVATIONS 1" GWB, TYPE 5 _ - ,, ANSI/UL DESIGN�-- 12B — — 600S (SEE SHEET S022) ( _ 5/8 GWB, TYPE 4 ) t NUMBER U415 400CH (SEE SHEET S022) 26B - -SYSTEM 24"OC B [VARIES] 6005137-33 © 2 LAYERS 5/8" GWB, TYPE PER EXTERIOR/COVERED [VARIES] FINISH SCHEDULE 5/8" GWB, 4 TYPE (12B) 5/8" GWB, TYPE 4 CONDITIONED INTERIOR , APPLIED TO METAL SIDING PANELS, TYPE AS CONDITIONED INTERIOR INTERIORVAPORBARRIERFACE OFTYPE GWB1, INDICATED ON ELEVATIONS. .` .. .. .. .. .. .. .. .. A. .. ...` .... ,�. .. .. .. .. .. A. A _A A. 6079 DESIGNED C. CONWAY ---� -�- --- Si • King County Department of Natural p Resources and Parks Waste Division SolidqAREV lEC.P'Q. 753 9th Avenue N Seattle, WA 98109 (206)286-1640 www.k com RECEIVED CITY OF TUKWII 1117 Broadway Suite 501 APR O 9 2013 Tacoma, WA 98402 253 627-0720 PERMIT CENTEP BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT A ARCHITECTURAL GENERAL WALL TYPES SCHEDULE ` PROJECT NUMBER: . . 000405009 ....� �` _� REGISTERED ARCHI►TECT,,,, '`� 4 DOUGLAS L. BRINLEY STATE OF WASHINGTON DRAWN S. FISCHER. D 6/10/10 CC DB FINAL ISSUED FOR CITY OF TUKWILA PERMITS SHT. OF: 319 619 C 1/8/10 CC D8 MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION B 1/8/10 CC DI3 RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS DRAWING NUMBER: A012 A 7/31/09 CC DB ISSUED FOR CITY OF TUKWILA PERMITS - • • DATE CHK'D APP'D REVISION DESCRIPTION u.. O ceO cf) z LL 10:07am = P:\0239.2 - RWBECK BOW LAKE TS PHASE II\PH2_F. CD PHASES\A_A013_SCHD_FLR_ROOF.dwg 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 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 RECEIVEE CITY OF TUKV APR: 0 9.201B PERMIT CENT ILA SITE FACILITIES CONTRACT. ARCHITECTURAL GENERAL WALL, FLOOR & ROOF TYPES SCHEDULE t;t? 110 C00405C09 SHT. 320 OF: 619 DRAWING NUMBER: A013 LL 0 0 LL d w C J Z LL }�- E es- F (r) SECT. SYMBOL [FINISHED THICKNESS] DESCRIPTIO( w 1— ,� 1 E (n SECT. SYN [FINISHED THICKNESS] BOL DESCRIPTION L.]1-1"-IPAN >>--- 1— LI_ IU - (f) SYM30L [FINISHED THICKNESS] DESCRIPTION (REFER ALSO TO SPECIFICATION SECTION 07 0550) ROOF TYPES SEAM METAL Niir FLOOR TYPES - - 40A - - CONDITIONED FLOORING (AS SCHEDULED) 5/8" GWB,. TYPE PER FINISH SCHEDULE ADHESIVE/TOPPING (AS SCHEDULED) . .. . a • .4 • • • A • a a . a o . a . Q . ; • CONCRETE SLAB i� 400S125-18 STUDS ©24" OC [5-1 /41] STANDING ROOFING SEE DRAWINGS50 ROOFING CLIP © 2'-0» OC 1 SLOPE 5/8" GWB, TYPE PER FINISH SCHEDULE FLUID -APPLIED METHANE BARRIER NPR r-,, ��•,3 • •.<., e �e'�r 2"RIGID INSULATION TYPE 2 COMPACTED FILL larammluarammilimr 400 - - II 11111/ WIT VI 6"x6" 14 GAUGE METAL PLATE ® CLIPS` OCCUPIED SPACE 5/8" GWB, TYPE PER FINISH SCHEDULE 4 3" RIGID INSULATION, TYPE L. -400S125 -18 STUDS @ 24OC WALL J CAVITY 40 — — UNCONDITIONED CONCRETE SLAB METAL ROOF DECKING 41 AkiirSEE . ° 5/8" GWB, TYPE PER FINISH SCHEDULE 400S125-18 STUDS © 24" OC UNLESS . .a • .va FLUID -APPLIED METHANE BARRIER 81 - - NOTED OTHERWISE �,\. -., _ :.: '' .`'N.,k,;,' ,,,z' "e``+�y DRAWINGS ROOFING MEMBRANE _ [2-1/2" STUDS: [4" STUDS: 5-1 [6" STUDS: 7-1 /4"] /4"] 3-3/4"] 1 COMPACTED FILL BATT INSULATION, TYPE 1 B SLOPE ROOF BOARD (FILL CAVITY) 60 - - 5/8" GWB, TYPE PER FINISH SCHEDULE UNCONDITIONED ELEVATED CONCRETE SLAB 41 C - - I I 1 1 1 1 I I I I 1 1 I 1 WALL CAVITY 5" RIGID INSULATION, TYPE 5 CONCRETE ROOF DECK o a : . A. . , " a . .. • " . 'A . . a a as ." o 4 1 400S125-18 STUDS © 24" OC ELEVATED DECKING �i���i�������rl'��Oti1�1►���il��ii1l�A���i:��_� 4" BATT INSULATION, TYPE 1 B [4-5/$ " ] UNCONDITIONED METAL ROOF OCCUPIED SPACE 5 8" GWB,TYPE PER FINISH SCHEDULE / 42 2HR 61 INDICATES RC RESILIENT V CHANNEL SIDE 82 - - 61 - - FLOORING 5/8" GWB, TYPE PER FINISH SCHEDULE » CONDITIONED SEE DRAWINGS ROOFING MEMBRANE ROOF BOARD ADHESIVE TOPPING RESILIENT CHANNEL 24 OC �I�I117TT I TI ITIJ1 igiwititf,, imir 400S125-18 STUDS G 24" OC •a �, ' a. 1 SLOPE [6-3/81 ANSI/UL DESIGN NUMBER U419 d. a. °•A .41 a a =-=- ELEVATED CONCRETE SLAB�tMti� .............................. 9MM... 4" BATT INSULATION, TYPE 1 B III ® var ` 2 LAYERS 5/8" GWB, TYPE PER FINISH SCHEDULE I;;;, 5" RIGID INSULATION, TYPE 3 MN MMM; UNCONDITIONED - 2-1 /2" RIGID INSULATION, TYPE 5 ROOF DECKING 43A 2HR - 2 LAYERS 5/8" GWB, TYPE PER FINISH IMPALING PIN SCHEDULE 7-7-17. F:`I7:i7---T=ry= METAL 70 - - UNCONDITIONED ELEVATED, POURED [7_3/4„] ANS!/UL DESIGN NUMBER U415 SYSTEM F RESILIENT CHANNEL © 24" OC CONCRETE FLOOR 90 - - SEAM ROOFING -v- jta i It�`�������'� rel, 600ES (SEE SHEET S022) .p • ; a ° :::.. _...._..: BATT INSULATION, TYPE 1 B (FILL CAVITY) " STANDING METAL .a� a UNCONDITIONED METAL DECKING SEE DRAWINGS ROOFING CLIP ® 2'-0” OC 1 GWB, TYPE 5 I SLOPE 43B 2HR - 2 LAYERS 1 /2" GWB, TYPE PER FINISH . ISM''''_PA_ 6"x6" 14 GAUGE METAL PLATE © CLIPS iu.euuu.u.u.uu.u.uu...rar - - �_�s�eMA�—���1- ------ -Fatifiltittel IGID INSULATION, TYPE 4- DE - - - -SCHEDULEFLOORING».0 -- - - -- - --- - - - - - [7 ] ANSI/UL NUMBER DESIGN U438 CONDITIONED - - ME AL KING 'a�►� TYPE 1 B�+1�+������« ay��'�®7�'►rr, ��� 600ES (SEE SHEET S022) ADHESIVE/TOPPING , R-25 BATT INSULATION, (SCALEHOUSE ONLY) S BATT INSULATION, TYPE 1 B ELEVATED CONCRETE SLAB (FILL CAVITY) + .� ::::: ......................:: RIO 01 eB ..........,.............1........ DECKING mg METAL 1" GWB, TYPE 5 91 - - SIDING PANELS, TYPE 2 UNCONDITIONED 6" RIGID INSULATION, TYPE 3 PIN 44A 44Bre _ - - - .. • -. - IMPALING — ; :0:, :. PLYWOOD SHEATHING, TYPE 1 - - REVIEWED FOR CODE COMPLIANCE APPROVED APR 17 2013 City of Tukwila BUILDING DIVISION _... -,�T` 4005 125-18 STUDS C4. 24" OC 411Plailitardrig":METAL BATT INSULATION, TYPE 1 B [4" STUDS: VARIES] UNCONDITIONED ELEVATED, POURED CONCRETE FLOOR SEE DRAWINGS -_.:..............:...-...._....,........._......................... (FILL CAVITY) a aQ a 1 - — — - 1 /2" PLYWOOD, TYPE 1 (44B) — ': - • . • - SLOPE i 3/4" 25 GAUGE HAT CHANNELS • 4 . a 2•_®_ 48» O Q OC : ,, 1 S of • B 49 2HR - " METAL DECKING SUSPENSION JOISTS Pei�e� SPA eIeis�ef 1eieI I WIRE ROOF MO IPA I Li____. _ .I 0,1PAe-- DRYWALL SUSPENSION SYSTEM [3-1 /2ff ] NER-258 1 GWB, TYPE 5 6" BATT INSULATION, TYPE 1 B UNCONDITIONED .. -•"•'"•''''-'.....:.-:.-.::...,..:::::,::::>:..............m.........�.—...... :::-.\--- 212CH-18 STUDS ® 24" OC N 2 LAYERS 1 /2" GWB, TYPE PER 5/8" GWB, TYPE PER FINISH SCHEDU E FINISH SCHEDULE 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 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 RECEIVEE CITY OF TUKV APR: 0 9.201B PERMIT CENT ILA SITE FACILITIES CONTRACT. ARCHITECTURAL GENERAL WALL, FLOOR & ROOF TYPES SCHEDULE t;t? 110 C00405C09 SHT. 320 OF: 619 DRAWING NUMBER: A013 LL 0 0 LL d w C J Z LL - P:\0239.2 RWBECK BOW LAKE TS PHASE II\PH2_F. CD PHASES\A_A014_SCHD_DR.dwg N 4 0 DOOR SCHEDULE l NO. TYPE NOMINAL SIZE W x H LOCATION DOOR FRAME HARDWARE GROUP FIRE RATING (90 MIN.) DETAIL/SECTION DETAIL SECTION SEE NOTES MATERIAL I FINISH MATERIAL' I FINISH FINISH. HM TYPE SC WOOD ALUMINUM RUBBER RUBBER TRANSPARENT FACTORY GLAZING ELECTRIC HDW HM TYPE STEEL ALUMINUM Z FACTORY Q w _ M cr> COMPACTOR LEVEL — TSO BUILDING TSO LEVEL — TSO BUILDING ` D201 D001 2 3070 STAIR C P • II P P • • 13 1 • 1/A171 2/A171 10/A172 1 D002 3 3070 PAIR STORAGE 010 P • • P • • 25 9 10/A17111/A17111/A172 1/A171 2/A171 10/A172 D203 D003 2 3070 ELECTRICAL C05 P • P, P • • 25 3 10/A17111/A171 1/A171 2/A171 10/A172 D204 D004 3 3070 PAIR ELECTRICAL C05 P • P P • • 25 4 10/A17111/A17111/A172 1/A171 2/A171 10/A172 D205 D005 2 3670 ELEV MACHINE C04 P • P P • • 25 5 • 3/A171 4/A171 10/A172 "1 D006 2 3070 VESTIBULE CO3 P • • P • • 26 8 • 3/A171 4/A171 11/A172 1 D007 2 3070 STAIR A P • P P • • 15 13 • 3/A171 4/A171 11/A172 1 D008 2 3070 VESTIBULE CO3 P • • _ P P • • 13 3 • 3/A171 4/A171 11/A172 1 D009 3 3070 PAIR MECHANICAL C06 P • , P P • • 10 2 5/A172 1/A171 2/A171 10/A172 D210 D010 2 3070 UNISEX TOILET C07 P • P , P • • 10 20 10/A17111/A17111/A172 3/A171 4/A171 11/A172 D211 D011 2 3070 UNISEX TOILET C08 E _ • P E • • 11 12 10/A17111/A17112/A172 3/A171 4 A171 11/A172 D212 10 3070 BREAK AREA 210 ;•,..r 'Si '0' • • • P • • 7 7/A172 1 11/A172 - • EQUIPMENT LEVEL — TSO BUILDING D101 2 3070 UNISEX TOILET 110 E • • P _ E • • 6 • 5/A171 6/A171 11/A172 2 D102 2 3070 RISER 105 E • _ • P E • • 7 • 5/A171 6/A171 10/A172 2 D103 4 3070 EXIT PASS 103 E • • • E • • 12 8/A171 9/A171 10/A172 6 D104 2 3070 EXIT PASS 103 P • • , P : P • • 13 • 5/A171 6/A171 10/A172 4 D105 4 3070 MULTI—PURPOSE 10• P • • P P • • 1 • 5/A171 6/A171 11/A172 6 D106 2 3070 STAIR B P • • P P • • 1 • — - 11/A172 7 D107 2 3070 UNISEX TOILET 104 P _ _ • • , P P • 6 — 10/A17111/A17111/A172 PENTHOUSE LEVEL — TSO BUILDING D301 D108 3070 NOT USED E • E . • 10 1/A372 - - — D302 D109 3 3070 PAIR MULTI 102 • • _ • _ E P • • 2 _ 21 1/A372 1/A172 2/A172 9/A172 NORTH PROCESSING AREA - TRANSFER BUILDING D110 4 3070 PAIR MULTI 102 P • • • • P .• • 22 • 10/A17111/A171 4/A172 9/A172 D111 3 3070 PAIR HPU 107 P • • • P • • 16 • 5/A171 6/A171 9/A172 1 D112 1 3070 PAIR VESTIBULE 101 E • _ • _ • • • E • • • 18 - — 11/A172 9 D113 2 3070 STAIR A P E • • • P E • • 1 • ` 5JA171 6/A171 101A172 1 D114 2 3070 VESTIBULE 101 P E • • • P E. • • 7 • 5/A171 6/A171 10/A172 1 D115 3 3070 PAIR HPU 107 P • • • P P • • 16 • 5/A171 6/A171 10/A172 1 0116 2 3070 EPSS P • • • P P • • 5 10 5/A171 6/A171 10/A172 1 D117 2 3070 UNISEX TOILET 116 E • • • E P • • 20 30 8/A171 9/A171 11/A172 9/A172 D118 4 3070 EXIT PASS 119 E • • • • E P • • 31 15 8/A171 9/A171 10/A172 ' D119 5 19'-6"x13'-0" LOADING 109 HALL 503 E • • • ; • • • • 19 29 2/A173 5/A173 6/A173 7/A371 D120 3 3070 PAIR DUST COLLECT 108 P E • • ----`\"- • P E • • 32 2 12/A17113/A17110/A172 1/A371 4/A371 7 A371 D121 2 3070 LOADING 109 E • • E • 7 5/A171 6/A171 10/A172 1 D122 2 3070 MECHANICAL 118 P E • • P E . • • 5 33 5/A171 6/A171 10/A172 1 D123 2 3070 LOADING 109 P E • • P E • • 7 33 5/A171 6/A171 10/A172 1 .. figiCSU G BLN�. .��. �. e .` .` D151 4 3070 SELF -HAUL 118 E • • • • E E • • 3/A402 1 3/A172 4/A172 10/A172 D152 5 14'-0"x15'-0" SELF -HAUL 118 • • 5/A402 5/A402 1/A402 • 19 1/A173 3/A173 6JA173 3 D153 5 14'-0"x15'-0" SELF—HAUL 118 • • • • 19 1/A173 3/A173 6/A173 3 D154 NOT USED _ D155 2 3070 STAIR C E • E • 1 1/A172 2/A172 10/A172 7 D156 4 3070 SELF—HAUL 118 E • • E • 1 3/A172 4/A172 10/A172 D157 3 3070 PAIR STORAGE 113 E • E • ' 2 1/A172 2/A172 10/A172 7 D158 2 3070 N RISER ROOM 114 E• E • 5 1/A172 2/A172 10/A172 7 D159 2 3070 ELEC CLOSET 115 E • E • 5 1/A172 2/A172' 10/A172 7 D160 4 3070 TIPPING 112 E • • , E • 24 3/A172 4/A172 10/A172 D161 5 30'-0"x15' —0" TIPPING 112 • • • • 19 1/A173 3/A173. 6/A173 3 D162 4 3070 RECEIVING 111 E • • E • 24 3/A172 4/A172 10/A172 D163 5 30'-0"x16'-0" RECEIVING 111 • • • • 19 1/A173 3/A173 6/A173 D164 5 18'-0"x16'-0" RECEIVING 111 • _ • • 1 19 1/A173 3/A173 6/A173 3 D165 4 3070 RECEIVING 111 E • • E • 7 3/A172 4/A172 10/A172 W If • LC) .00 • GLAZING UNITS TYPE 1 STOREFRONT FRAME 00 TYPE 2 TYPE 3 HM FRAME REMOVABLE STYLE WHERE OCCURS DOOR SCHEDULE NO. TYPE NOMINAL SIZE W x H LOCATIONDETAIL/SECTION DOOR FRAME HARDWARE GROUP FIRE RATING (90 MIN.) SEE NOTES MATERIAL FINISH MATERIAL FINISH. HM TYPE SC WOOD ALUMINUM RUBBER z Z TRANSPARENT FACTORY GLAZING ELECTRIC HDW HM TYPE ,' ALUMINUM zn a FACTORY z CO 75 TSO LEVEL — TSO BUILDING ` D201 2 3070 STAIR B P • P • 13 • 5/A171 6/A171 11/A172 1 D202 2 3070 M TOILET 213 • • P • 25 10/A17111/A17111/A172 D203 2 3070 M LOCKER 216 • • P, • _ 25 10/A17111/A171 9/A172 D204 2 3070 W TOILET 212 • • P • 25 10/A17111/A17111/A172 D205 2 3070 W LOCKER 214 • • P • 25 10/A17111/A171 9/A172 D206 3 3070 PAIR HALL 219 • • P • 26 1/A172 2/A172 9/A172 D207 4 3070 COPY/VENDING 211 • • P • 15 10/A17111/A171 9/A172 D208 2 3070 STAIR A P • _ P • 13 • 5/A171 6/A171 11/A172 1 D209 2 3070 MECHANICAL 202 • • , P • 10 5/A172 6/A172 11/A172 D210 2 3070 CUSTODIAL 208 • • P , • 10 10/A17111/A17111/A172 D211 6 3070 SUPERVISOR 209 • • P • 11 10/A17111/A17112/A172 D212 4 3070 BREAK AREA 210 • • P • 13 • 7/A172 8/A172 11/A172 8 D213 2 3070 UNISEX TOILET 207 • • P _ • 27 10/A17111/A17111/A172 D214 2 3070 SERVER 206 • • P • 10 10/A17111/A17111/A172 D215 6 3070 PAIR CONFERENCE 203 • • P _ • 17 10/A17111/A17112/A172 D216 6 3070 CONFERENCE 203 • • , P : • 14_ 10/A17111/A17112/A172 D217 6 3070 OFFICE 205 • • P • 11 10/A17111/A17112/A172 D218 6 3070 OFFICE 204 • • P • 11 10/A17111/A17112/A172 D219 7 5090 HALL 219 • _ _ • , P 28 — — — PENTHOUSE LEVEL — TSO BUILDING D301 2 3070 STAIR A E • E . • 10 1/A372 4/A372 4/A129 D302 3 4070 PAIR STAIR A E • _ _ E • 2 _ 1/A372 4/A372 4/A129 NORTH PROCESSING AREA - TRANSFER BUILDING D401 5 8090 PROCESSING 401 • • . .• • 19 3/A172 4/A172 6/A173 0402 5. 8090 PROCESSING 401 • • • • 19 3/A172 4/A172 6/A173 D403 4 3070 PROCESSING 401 E _ _ • _ • E • 7 3/A172 4/A172 10/A172 SCALE FACILITY — SCALEHOUSE D501 4 3070 CONTROL 501 E • • E • 29 1/A371 4/A371 6/A371 D502 4 3070 CONTROL 501 E • • , E. • 29 1/A371 4/A371 6/A371 D503 2 3070 TOILET 504 • • P • 27 2/A371 .5/A371 9/A172 D504 2 3070 SERVER CLOSET 505 • • P • 10 2/A371 5/A371 9/A172 D505 2 2670 PAIR SERVER CLOSET 505 • • P • 30 2/A371 5/A371 9/A172 D506 2 3070 STORAGE 506 • • P • 15 2/A371 5/A371 9/A172 D507 4 3070 HALL 503 E • ; • E • 29 1/A371 4/A371 7/A371 D508 2 2670 PAIR ELECTRICAL 507 E • ----`\"- E • 2 1/A371 4/A371 7 A371 'D605. ''"St1' ` , 0 I "'Al" Y 4A C, 'A • . A- 1 ` i' D510 2 2620 SOUTH EXTERIOR E • E . • 33 14/A371 4/A371 15/A371 D511 2 2620 SOUTH EXTERIOR E • E • 33 14/A371 4/A371 15/A371 figiCSU G BLN�. .��. �. .� .` .` D601 4 3070 WARMING 602 E • • E • p9rE,4o2 3/A402 1 A4020602 2 3070 STORAGE 603 E • E • 5/A402 5/A402 1/A402 TYPE 3A HM FRAME. i • N GLAZING UNIT TYPE 4 HM FRAME TYPE 5 NOTES: 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. FULLY ENCLOSED OPERATOR & COIL OH RUBBER DOOR W/ FULL WEATHER— SEALS It• it() 3'-0" 3'-0" i RESIN INFILL PANEL TYPE 6 PAIR, SEE DOOR SCHEDULE REVIEWED FOR CODE COMPLIANCE APPROVED APR 1 7 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 092013 5Pg6IMIT CENTER 8" 3'-8" 8" i 0) T DOORMEAL RESIN PANEL INFILL �-- PULL HANDLE TYPE 7 7-0 MULLION 6079 REGISTERED ARCHITECT DOUGLAS L. BRINLEY STATE OF WASHINGTON DESIGNED C. CONWAY DRAWN J. PALMER 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 "0" DRAWING 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 ARCHITECTURAL GENERAL DOOR TYPES & SCHEDULE PROJECT NUMBER: C00405C09 SMT. OF: 321 619 DRAWING NUMBER: A014 U 0 LL 0 W U) V, z V.. RWBECK BOW LAKE TS PHASE II\PH2_F. CD PHASES\A_A015_SCHD_WN.dwg a 0 CI 0 WINDOW/SKYLIGHT SCHEDULE PLAN NOMINAL SIZE W x N LOCATION SILL HT AFF TYPE AND SPECIFICATION REFERENCE GLAZING DETAIL/SECTION U -VALUE NOTES NO. CURTAIN WALL 08 4413 FIXED ALUMINUM 08 5113 FIRE-RESISTANT 08 8800 MOTORIZED SERVICE 09 5659 TRANS SKYLIGHT 08 4500 TUBULAR SKYLIGHT 08 6253 INSULATED NON-1NSULATE HEAD (OR SKYLIGHT RIDGE) m m Q SILL (OR SKYLIGHT END -WALL) COMPACTOR LEVEL - TSO BUILDING 001 A151 5'-8" x 5'-4" BREAK C09 3'-8" • J • 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 009 3'-8" • 6/A174 2/A174 1/A174 0.29. EQUIPMENT LEVEL - TSO BUILDING 101 I A/A103 9'-1 " x 9'-4" VESTIBULE 101 - • • 12JA174 7/A174 8/A17510.29 FOR SECONDARY JAMB DETAIL, SEE 8/A174 102 I A/A103 29'-0" x 9'-4" MULTI 102 - • • 12/A174 8/A174 8/A175 I 0.29 FOR SECONDARY JAMB DETAIL, SEE 9/A174 A A104 11' -6' x 8'-10" 201 OFFICE 204 - • • 12JA174 9/A174 2/A175 0.29 202 A A104 26'-1" 8'-10" CONFERENCE 203 - • • 12/A174 9 A174 �A" 2/A175 0.29 FOR CORNER JAMB DETAIL, SEE 3/A175 .205 A 10 - - " 3 3 x 8 1 OI�E(�N�E 503 -,� .. v „ ., v .- i '.. `'f2 � 1Y4 f74' / _�, 2' Al 5 t.2.§ �6R"CO1 NE'R YAPS btrAfL'SE" Ar55' .. NP N- v v f �% 204 A/A104 9'-1" x 8'-10" LOBBY 201 - • s 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 .__.Z..6., 0 i..0 '7.10Z 4:- 5.Z_R K..21Q�._...__12..:- 1A .:• .."_.".....k.- � .. ", • '17 _A7 4 5:•0 ... ........_J. _....._....___.".___,A._ ... �.. 207 A/A104 17'-5" x 4'-5" SUPERVISOR 209 I2'-10" ."_ • • 7/A175 5 A175 4/A175 0.3 SCALE FACILITY - SCALEHOUSE 501 A/A301 13'-8'x3'-6" CONTROL 5013'-8" • • 3/A372 5/A372' 6JA372 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" _ s • 3/A372 5/A372 6/A372 0:29 r 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 A/A401 3' -0"x5'-0" WARMING 602 3'-4" • _ • 11 /A17510/A175 9/A175 0.29 602 A/A401 3' -0"x5' -O" WARMING 602_ 3'-4" • • 11 /A17510/A175_9/A175 0.29 SKYLIGHTS SK1 A105 10'-0"x114'-10" TRANSFER ROOF - • • 8JA191 1/A191 1/A192 - SK2 A105 10'-0"x 141'-8" TRANSFER ROOF - • • 8/A191 1/A191 1/A192 - SK3 A105 10'-0"x168'-0" TRANSFER ROOF - • • 8/A191 1/A191 1/A192 - SK4 A105 10'-0"x168'-0" TRANSFER ROOF - • • 8/A191 1/A191_ 1/A192 - SK5 A105 10'-0"x168'-0" TRANSFER ROOF - • - • 8/A191 1/A191 -1/A191 1/A192 - SK6 A105 10'-0"x168'-0" TRANSFER ROOF • • 8/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 2JA192 - SK9 A106 8'-0"x35'-5" TSO ROOF - • • 8/A191 2/A191 2/A192 - SK10 A106 6'-6"x31'-2" '_ ' 6 6x31 -2 SELF -HAUL ROOF SELF -HAUL ROOF/ - - • • • • 9/A191 9 A19f 3/A191 3 / A191 1/A192 1/A192 - _ SK11 A106 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 A106 21" DIA 21" DIA TSO ROOF TSO ROOF - _ • • _ 5/A192 ; 5/A192 - - _ - - - - SK26 SK27 A106 21" DIA TSO ROOF - • 6/A192 - - - SK28 A106 21" DIA TSO ROOF - • //A192 - - _ SK29 A106 21 " DIA TSO ROOF - • 2/A192 - - - SK30 A106 A106 21" DIA 21" DIA TSO ROOF TSO ROOF - -• • 7/A192 . 7/A192 _ - _ - _ - SK31 SK32 A106 21" DIA TSO ROOF _ • //A192 _ - T - REVIEWED FOR CODE COMPLIANCE APPROVED APR 17 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKVVILA APR 0 9 201 PERMIT CENTER 6079 REGISTERED ARC TECT DOUGLAS L. BRINLEY STATE OF WASHINGTON DESIGNED C. CONWAY DRAWN J. PALMER 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'iantl Parks Solid Waste division KPQ 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: C00405C09 SHT. OF: 322 619 DRAWING NUMBER: A015. C/) w 0 LL :\0239.2 - RWBECK BO 0 0 N 0 1- (1) OPENING 4 - KEY TO OPENING 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 PENETRATIONS, ROOMS OR SPACES ON LOWER LEVELS ARE LISTED FIRST. B. ON PLANS AND ELEVATIONS, THEDISCRETE OPENING NUMBER IS LISTED WITHIN A PENTAGON ICON. IF ONE OF THE ROOMS OR SPACES IS NOT EVIDENT ON THE PLAN OR ELEVATION, ITS NUMBER IS LISTED BELOW THE PENTAGON ICON. C. EXTERIOR SPACES ARE INDICATED THUS: EXW OPENINGS THROUGH ABOVE—GRADE EXTERIOR WALLS EXR OPENINGS THOUGH ROOFS EXS OPENINGS THROUGH SOFFITS SUW OPENINGS THROUGH SUB -GRADE WALLS SUF OPENINGS THROUGH SUB -GRADE FLOORS D. DISCRETE OPENING NUMBERS ARE ASSIGNED TO THE FOLLOWING SERIES; 01-29 ARCHITECTURAL/STRUCTURAL 30-59 MECHANICAL 60-89 ELECTRICAL 90-99 COMPACTOR EQUIPMENT E. EXAMPLES: 107-109-92 A COMPACTOR EQUIPMENT OPENING IN THE WALL BETWEEN THE HPU ROOM AND THE LOADING AREA C05-102-66 AN ELECTRICAL OPENING IN THE FLOOR BETWEEN THE ELECTRICAL ROOM AND THE MULTIPURPOSE ROOM C01—EXW-31 A MECHANICAL OPENING IN A SUBGRADE EXTERIOR WALL AT THE COMPACTOR BAY OPENING SCHEDULE FROM — TO NO. NOMINAL SIZE LOCATION DETAIL/SECTION DESCRIPTION NOTES PENET TYPE HEIGHT AFF PLAN/ELEVATION o < _ Q —D J . COMPACTOR LEVEL — TSO BUILDING 4" DIA C01-SUF 34 6" DIA FLOOR M111RAINWATER 1-1/4" TEPID WATER INSULATED PIPE 41 SUCTION LINE SIZE INDICATED IS NOMINAL PIPE DIAMETER 35 4" DIA FLOOR M111 4" NPW INSULATED PIPE 42 SOIL WASTE LINE SIZE INDICATED IS NOMINAL PIPE DIAMETER 36 6" DIA . FLOOR M111 4" NPW INSULATED PIPE 48 SOIL WASTE CLEANOUT SIZE INDICATED IS NOMINAL PIPE DIAMETER 37 4" DIA FLOOR M111 24" ROUND EXHAUST DUCT C06 SPACE ABOVE RESTROOMS/BREAK ROOM 49 BACKWATER VALVE CLEANOUT SIZE INDICATED IS NOMINAL PIPE DIAMETER 38 12"x24" FLOOR M111 E/M117„. 9"x9" - 2" LINED SUPPLY DUCT SIZE INDICATED IS NOMINAL DUCT SIZE 54 BASKET DRAIN BD -1 WALL 39 4" DIA FLOOR M111 24" ROUND EXHAUST DUCT C06 SPACE ABOVE RESTROOMS/BREAK ROOM C01-007 LEACHATE WASTE CLEANOUT SIZE INDICATED IS NOMINAL PIPE DIAMETER 40 SEE DETAIL FLOOR Mill 3/M109 BOOT WASH 5" DIA 41 12"x24" FLOOR M111 E/M117 HPU FEEDER — 3", P008 BASKET DRAIN BD -1 5" DIA 42 SEE DETAIL FLOOR Mill A/M117 HPU FEEDER — 3", P009 COMPACTOR BAY VAULT NO. 1 5" DIA 43 8" DIA FLOOR M111_ HPU FEEDER — 3", P010 LEACHATE WASTE CLEANOUT 5" DIA 44 SEE DETAIL FLOOR Mill B/M 117 HPU FEEDER - 3", P011 i COMPACTOR BAY VAULT NO 2 31 45 12"x24" FLOOR M115 M111 E/M117 BASKET DRAIN BD -1 C01-108 46 4" DIA FLOOR M111 METHANE VENT : SIZE INDICATED IS NOMINAL PIPE DIAMETER 47 4" DIA FLOOR CEILING M111 E106 BACKWATER VALVE CLEANOUT SIZE INDICATED IS NOMINAL PIPE DIAMETER 48 6" DIA FLOOR 6'x10' M111 LEACHATE WASTE SIZE INDICATED IS NOMINAL ` PIPE DIAMETER 49 6" DIA FLOOR 6'x10' M111 SOIL WASTE CLEANOUT SIZE INDICATED IS NOMINAL PIPE DIAMETER 50 SEE DETAIL FLOOR 30 M111 F/M117 M 1 1 1 HEATING WATER MANHOLE 51 SEE DETAIL FLOOR 31 M111 D/M117 M111 COMPACTOR BAY DRY VALVE VAULT 52 SEE DETAIL FLOOR 32 M111 3/M109 M111 BOOT WASH 53 6" DIA FLOOR 33 M111 FLOOR M111 SOIL WASTE CLEANOUT SIZE INDICATED IS NOMINAL PIPE DIAMETER 54 4" DIA FLOOR CO1A—SUW M111 14" DIA WALL M112A SOIL WASTE LINE SIZE INDICATED IS NOMINAL PIPE DIAMETER C01—EXW 55 6" DIA WALL 43 M112 WALL M112A LEACHATE WASTE LINE SIZE INDICATED IS NOMINAL PIPE DIAMETER C01—ELEV 30 6"x6" WALL 6" DIA M113 M112A SIZE INDICATED IS NOMINAL DUCT SIZE C01-003 32 6"x6" WALL WALL M113 E101 SIZE INDICATED IS NOMINAL DUCT SIZE C01—004 31 6"x6" WALL 16'-0" M113 TELECOMM TO E115 — 2", T331 56 4" DIA CEILING 16'-0" M112A 4" SOIL WASTE UNISEX TOILET 104 PLUMBING CHASE C01-005 i 30 6"x6" WALL M113 4" NPW SIZE INDICATED IS NOMINAL DUCT SIZE 57 4" DIA CEILING M113 4" RAINWATER SUCTION FLOOR CLEANOUT SIZE INDICATED IS NOMINAL PIPE DIAMETER 58 4" DIA CEILING CEILING M112A 4" FLOOR DRAIN SIZE INDICATED IS DRAIN PIPE SIZE 60 5" DIA WALL 22'—O" [050 M112A HPU FEEDER — 3", P008 61 5" DIA WALL 22'-0" E050 M112A HPU FEEDER — 3", P009 62 5" DIA WALL 22'-0" [050 M112A _ HPU FEEDER — 3", P010 63 5" DIA WALL 22'-0" E050 M112A HPU FEEDER - 3", P011 64 16"x4" WALL 18'-0" E050 M112A BRANCH CIRCUIT AND TELECOMM CONDUIT BLOCK—OUT 65 16"x4" WALL 14'-0" E105 BRANCH CIRCUIT AND TELECOMM CONDUIT BLOCK-OUT 66 4" DIA WALL 16'-0" E050 M103 FEEDER TO 4N1 - 2", P032 67 4" DIA WALL 16'-0" E050 M103 TELECOMM TO E115 - 2", T331 68 4" DIA WALL 16'-0" E050 FLOOR M111 E/M117 TELECOMM TO E115 - 2", T331 _ 69 ..4" DIA „ ,, IACD 16'0"_ E050 ..i FLOOR M111 C/M117 FEEDER TO 2T1 — 2-1 /2", P028 Nr"v v V vv w v MI -1/ v v vv v v vvv v vv OPENING SCHEDULE FROM - TO NO. NOMINAL SIZE LOCATION DETAIL/SECTION DESCRIPTION NOTES PENET TYPE HEIGHT AFF PLAN/ELEVATION o= _ J cn COMPACTOR LEVEL - TSO BUILDING CONTINUED ` C01-006 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 i C01—008 31 24" DIA WALL M115 C01-108 60 4" DIA CEILING E1062" 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 M 1 1 1 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'-0" E101 TELECOMM TO E115 - 2", T331 CO1A-STC 36 8" DIA WALL M121 4" NPW INSULATED PIPE 37 42"x24" WALL M113 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 4" DOMESTIC WATER SERVICE INSULATED PIPE 38 6" DIA CEILING M112A 3" NPW INSULATED PIPE 39 4" DIA CEILING M112A FLOOR DRAIN SIZE INDICATED IS DRAIN PIPE SIZE 40 14" DIA CEILING M112A 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 002-006 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'-O" 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 REVIEWED FOR ELECTRICAL SERVICE ENTRANCE CONDUIT, 4", P001 63 6" DIA WALL 13'-0" E050 E049 CODE COMPLIANCE ELECTRICAL SERVICE ENTRANCE CONDUIT, 4", P001 64 6" DIA WALL 13'-0" E050 E049 PkOVED ELECTRICAL SERVICE ENTRANCE CONDUIT, 4", P001 65 6" DIA WALL 13'-0" E050 E049 APR 1 7 2013 ELECTRICAL SERVICE ENTRANCE CONDUIT, 4", P001 66 6" DIA. WALL 13'-0" .E050 E049 ;F ELECTRICAL SERVICE ENTRANCE CONDUIT, 4", P001 67 6" DIA WALL 12,-0" E050 E049 City Tukwila 6 TELECOMM SERVICE ENTRANCE CONDUIT, 4" 68 6" DIA WALL _12 -0 E050 E049 of PUI1.DING DIVISION 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" [050 E049 TELECOMM CONDUIT, 4" — SCALEHOUSE, T305 72 6" DIA WALL 12'-0" [050 E049 RECEIVFD TELECOMM CONDUIT, 4" - FUTURE MAINTENCE, T328 73 6" DIA WALL 12'-0" [050 E049 CITY OF TUKWILA TELECOMM CONDUIT, 4" - FUTURE MAINTENCE, T328 74 6" DIA WALL 12'-0" [050 [049 _ APR TELECOMM CONDUIT, 4 FUTURE S PROCESSING BLDG, T327 C05-102 60 6"DIA CEILING [050 E049 0 9:2013 TELECOMM CONDUIT, 4" CONDUIT ALIGNS INSIDE WALL, T332 61 6" DIA _ CEILING _ E050 E049 PERMIT CENTER TELECOMM CONDUIT, 4" CONDUIT ALIGNS INSIDE WALL, T332 CONTINUED ON A017 6079 REGISTERED ARCHITECT DOUGLAS L. BRINLEY STATE OF WASHINGTON DESIGNED C. CONWAY DRAWN J. PALMER 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 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 IsCPC4 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 113-11d PROJECT NUMBER: C00405C09 SHT. 323 OF: 619 DRAWING NUMBER: A016 J z 6079 REGISTERED ARCHITEC DOUGLAS L. BRINLEY STATE OF WASHINGTON DESIGNED S. FISCHER -DRAWN J. PALMER 6/10/10 CC DB FINAL ISSUED FOR CITY OF TUKWILA PERMITS C 1/8/10 C.0 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 .0'1J" -No" v v v v v v OPENING SCHEDULE OPENING SCHEDULE FROM — TO NO. NOMINAL SIZE LOCATION DETAIL/SECTION DESCRIPTION NOTES Z CL W L.,_ Q I— c, W _ z 0 W Z CL Q W 0 i W _ m J LEVEL 1 — TRANSFER, NORTH & SOUTH PROCESSING CONTINUED COMPACTOR LEVEL - TSO BUILDING CONTINUED FROM A016 C05-102 62 6" DIA CEILING — E050 E049 08 3'x1' TELECOMM CONDUIT, 4" CONDUIT ALIGNS INSIDE WALL, T332 63 6" DIA CEILING — E050 E049 09 3'x1' TELECOMM CONDUIT, 4" CONDUIT ALIGNS INSIDE WALL, T332 C05-105 60 4" DIA CEILING — E050 E049 10 3'x1' BRANCH CIRCUITS TO TIPPING FLOOR C06—SUF 30 16" DIA FLOOR M114A '/M114P 11 HEATING WATER/CONDUT CARRIER SIZE INDICATED IS CARRIER PIPE SIZE 31 2" DIA FLOOR - M114A SCUPPER 12 FLOOR DRAIN SIZE INDICATED IS DRAIN. PIPE SIZE 32 12" X 12" FLOOR — M114A SCUPPER 112-SUF 30 FLOOR SINK FLOOR 33 12" X 12" FLOOR M114A METHANE VENT SIZE INDICATED IS NOMINAL PIPE DIAMETER , 31 FLOOR SINK FLOOR 34 12" DIA FLOOR M114A )/M114P SIZE INDICATED 1S NOMINAL PIPE DIAMETER , 32 COMPREESED AIR/CONDUT CARRIER SIZE INDICATED IS CARRIER PIPE SIZE 35 4" DIA FLOOR M114A METHANE VENT SIZE INDICATED IS NOMINAL PIPE DIAMETER 33 4" VENT PIPE SIZE INDICATED IS NOMINAL PIPE DIAMETER 36 4" DIA FLOOR M114A METHANE VENT SIZE INDICATED IS NOMINAL PIPE DIAMETER 112—EXW 34 4" VENT PIPE SIZE INDICATED IS NOMINAL PIPE DIAMETER 37 6" DIA FLOOR M114A 2" NPW INSULATED PIPE 1 112—EXR 30 6" RAINWATER SUCTION PIPE SIZE INDICATED IS NOMINAL PIPE DIAMETER 38 6" DIA FLOOR M114A 4" METHANE VENT THRU ROOF SIZE INDICATED IS NOMINAL PIPE DIAMETER 31 6" RAINWATER SUCTION PIPE SIZE INDICATED IS NOMINAL PIPE DIAMETER C06—007 31 6" DIA CEILING M115 4" METHANE VENT THRU ROOF SIZE INDICATED IS NOMINAL PIPE DIAMETER �. 32 SUPPLY DIFFUSER TO C07 SIZE INDICATED IS NOMINAL DUCT SIZE 32 6"x6" CEILING M115 4" METHANE VENT THRU ROOF SIZE INDICATED IS NOMINAL PIPE DIAMETER 33 EXHAUST GRILLE FROM C07 SIZE INDICATED IS NOMINAL DUCT SIZE C06-008 31 6" DIA CEILING M115 4" METHANE VENT THRU ROOF SIZE INDICATED IS NOMINAL PIPE DIAMETER 4 112-114 30 SUPPLY DIFFUSER TO C08 SIZE INDICATED IS NOMINAL DUCT SIZE 32 6"x6" CEILING M115 FIRE SPRINKLER SUBJECT TO FIRE SPRINKLER DESIGN 31 EXHAUST GRILLE FROM C08 , SIZE INDICATED IS NOMINAL DUCT SIZE C06 —009 30 10"x10" CEILING M115 FIRE SPRINKLER SUBJECT TO FIRE SPRINKLER DESIGN 32 RETURN GRILLE FROM C09 SIZE INDICATED IS NOMINAL DUCT SIZE 31 12" DIA CEILING M115 FIRE SPRINKLER SUBJECT TO FIRE SPRINKLER DESIGN 112-115 _ 30 SUPPLY DIFFUSER TO C09 SIZE INDICATED IS NOMINAL DUCT SIZE 46 2" DIA CEILING M114 EF—T10 EXHAUST WALL CAP SIZE INDICATED IS NOMINAL WALL CAP SIZE 114—SUF 30 FLOOR DRAIN C06 (ABOVE 009) , SIZE INDICATED IS DRAIN PIPE SIZE 1 C06-116 43 4" DIA CEILING M114 CLEANOUT SIZE INDICATED IS NOMINAL PIPE DIAMETER 31 4" VENT PIPE SIZE INDICATED IS NOMINAL PIPE DIAMETER 44 4" DIA CEILING M1154" HUB DRAIN SIZE INDICATED IS DRAIN PIPE SIZE 32 VENT PIPE SIZE INDICATED IS NOMINAL PIPE DIAMETER 46 2" DIA CEILING M114 _ SIZE INDICATED IS DRAIN PIPE SIZE 33 FLOOR DRAIN IN 116 SIZE INDICATED IS DRAIN PIPE SIZE 06-118 50 12" DIA CEILING M115 FIRE SPRINKLER RISER SUBJECT TO FIRE SPRINKLER DESIGN 115—SUF 30 12" ROUND DUCT SIZE INDICATED IS NOMINAL DUCT SIZE 51 36" DIA CEILING M115 CLEANOUT SIZE INDICATED IS NOMINAL PIPE DIAMETER 31 36" ROUND DUCT SIZE INDICATED IS NOMINAL DUCT SIZE C07-SUF 30 2" DIA FLOOR M114 HUB DRAIN SIZE INDICATED IS NOMINAL PIPE DIAMETER 32 FLOOR DRAIN SIZE INDICATED IS DRAIN PIPE SIZE tCO7/C08—SUF 30 4" DIA FLOOR M111 FLOOR DRAIN SIZE INDICATED IS DRAIN PIPE SIZE 115-EXW 30 4" SOIL WASTE PLUMBING CHASE BETWEEN C07 & C08 31 4" DIA FLOOR M111 INTAKE LOUVER SIZE INDICATED IS NOMINAL LOUVER SIZE ` 120—EXW 30 4" SOIL WASTE PLUMBING CHASE BETWEEN C07 & C09 C08—SUF 30 2" DIA FLOOR 8/A176 M114 INTAKE LOUVER SIZE INDICATED IS NOMINAL LOUVER SIZE I 120—EXR 34 FLOOR DRAIN SIZE INDICATED IS DRAIN PIPE SIZE STC -120 38 42"x24" CEILING M103 4" METHANE VENT THRU ROOF SIZE INDICATED IS NOMINAL PIPE DIAMETER < 401—SUF 30 DUCT RISER SIZE INDICATED IS NOMINAL DUCT SIZE , 39 8" DIA CEILING M121 BACKWATER VALVE CLEANOUT SIZE INDICATED IS NOMINAL PIPE DIAMETER 31 4" NPW INSULATED PIPE ELEV—SUW—SUF 31 2" DIA WALL M112 CLEANOUT SIZE INDICATED IS NOMINAL PIPE DIAMETER 32 2" VENT SUB -GRADE WALL UP THROUGH FLOOR - BLOCKOUT LEVEL 1 — TRANSFER, NORTH & SOUTH PROCESSING 111—SUF 30 SEE DWG FLOOR SIZE INDICATED IS NOMINAL PIPE DIAMETER M102 33 4" DIA • FLOOR TRENCH DRAIN SEE DETAILS A/M102 & B/M102 31 4" DIA FLOOR FLOOR DRAIN M102 34 4" DIA FLOOR METHANE VENT SIZE INDICATED IS NOMINAL PIPE DIAMETER 32 4" DIA FLOOR M102 SIZE INDICATED IS NOMINAL PIPE DIAMETER < 401—EXW 32 48"x48" METHANE VENT SIZE INDICATED IS NOMINAL PIPE DIAMETER 33 4" DIA FLOOR M102 EF—T11 EXHAUST LOUVER SIZE INDICATED IS NOMINAL LOUVER SIZE < 401—EXR 30 METHANE VENT . SIZE INDICATED IS NOMINAL PIPE DIAMETER 34 SEE DETAIL FLOOR M111 3/M109 4" METHANE VENT THRU ROOF SIZE INDICATED IS NOMINAL PIPE DIAMETER BOOT WASH 4" DIA 111—SUW 30 8" DIA WALL M172 _4" METHANE VENT THRU ROOF SIZE INDICATED IS NOMINAL PIPE DIAMETER EQUIPMENT LEVEL — TSO BUILDING TIRE WASH WATER SUPPLY SIZE INDICATED IS PIPE DIAMETER 31 16" DIA WALL M126 M172 SUPPLY DIFFUSER 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 WALL _ M105 M125 EXHAUST INLET SIZE INDICATED IS NOMINAL DUCT SIZE 32 24"x24" CEILING 4" DIA M105 M125 EXHAUST INLET SIZE INDICATED IS NOMINAL DUCT SIZE 33 24"x24" CEILING 32 M1.05 WALL M125 EXHAUST INLET SIZE INDICATED IS NOMINAL DUCT SIZE 34 . 24"x24" CEILING 102-103 M105 6"x6" WALL M122 EXHAUST INLET SIZE INDICATED IS NOMINAL DUCT SIZE 35 24"x24" CEILING SIZE INDICATED IS NOMINAL DUCT SIZE M105 34 4" DIA WALL EXHAUST INLET SIZE INDICATED IS NOMINAL DUCT SIZE 36 24"x24" CEILING 4" SOIL WASTE M105 35 36"x6" _ EXHAUST INLET SIZE INDICATED IS NOMINAL . DUCT SIZE 37 24"x24" CEILING M105 SUPPORTED ON COMMON TRAPEZE SUPPORT 102-106 31 18"x16" EXHAUST INLET SIZE INDICATED IS NOMINAL DUCT SIZE 38 24"x24" CEILING M105 LINED SUPPLY DUCT SIZE INDICATED IS NOMINAL DUCT SIZE 32 EXHAUST INLET SIZE INDICATED IS NOMINAL DUCT SIZE 39 24"x24" CEILING M105 VENTILATION AIR SUPPLY DUCT SIZE INDICATED IS NOMINAL DUCT SIZE EXHAUST INLET SIZE INDICATED IS NOMINAL DUCT SIZE 40 24"x24" CEILING M105 RETURN GRILLE OPENING SIZE INDICATED IS NOMINAL DUCT SIZE ' EXHAUST INLET SIZE INDICATED IS NOMINAL DUCT SIZE 41 24x24 " CEILING CEILING E108 M105 EXHAUST INLET SIZE INDICATED IS NOMINAL DUCT SIZE 42 24"x24" CEILING M105 E049 EXHAUST INLET SIZE INDICATED IS NOMINAL DUCT SIZE 43 24"x24" CEILING CEILING M105 E108 E049 EXHAUST INLET SIZE INDICATED IS NOMINAL DUCT SIZE 44 40"x40" CEILING 6" DIA M105 M138 E108 E049 DUST COLLECTION INTAKE SIZE INDICATED IS NOMINAL DUCT SIZE 45 40"x40" CEILING 37 M105 M138 M123 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 102-215 38 2" DIA 4" METHANE VENT THRU ROOF SIZE INDICATED IS NOMINAL PIPE DIAMETER 48 4" DIA CEILING M105 FLOOR' DRAIN SIZE INDICATED IS DRAIN PIPE SIZE 4" METHANE VENT THRU ROOF SIZE INDICATED IS NOMINAL PIPE DIAMETER 111-112 01 3'x1' WALL ieeE S138 1/5145 — - — SCUPPER SIZE INDICATED IS NOMINAL DUCT SIZE 02 3'x1' WALL WALL S138 1/S145 — — — SCUPPER 03 3'x1' WALL S138 1/S145 — — — SCUPPER u 04 3'x1' WALL S138 1/S145 — - — SCUPPER 05 3'xl' WALL S138 1/S145 — — — SCUPPER 36 06 3'x1' WALL M124 S138 1/S145 — - — SCUPPER 1-1/2" TEPID WATER or TUKWILA < INSULATED 37 4" DIA WALL M124 BUILDING 6079 REGISTERED ARCHITEC DOUGLAS L. BRINLEY STATE OF WASHINGTON DESIGNED S. FISCHER -DRAWN J. PALMER 6/10/10 CC DB FINAL ISSUED FOR CITY OF TUKWILA PERMITS C 1/8/10 C.0 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 .0'1J" -No" v v v v v v OPENING SCHEDULE FROM - TO NO. NOMINAL SIZE LOCATION DETAIL/SECTION DESCRIPTION NOTES Z CL Q I— U' = 0 J W d I¢— D �¢¢ S co � -¢D —i Cn LEVEL 1 — TRANSFER, NORTH & SOUTH PROCESSING CONTINUED 111-112 07 3'x1' WALL 5138 1/S145 — — — SCUPPER 08 3'x1' WALL S138 1/S145 — — — SCUPPER 09 3'x1' WALL S138 1/S145 — — - SCUPPER 10 3'x1' WALL S138 1/S145 — - SCUPPER 11 3'x1' WALL S138 1/S145 — - — SCUPPER 12 3'x1' WALL S138 1/S145 - — — SCUPPER 112-SUF 30 4" DIA FLOOR M101 METHANE VENT SIZE INDICATED IS NOMINAL PIPE DIAMETER , 31 4" DIA FLOOR M101 METHANE VENT SIZE INDICATED 1S NOMINAL PIPE DIAMETER , 32 4" DIA FLOOR M101 METHANE VENT SIZE INDICATED IS NOMINAL PIPE DIAMETER 33 4" DIA FLOOR M101 METHANE VENT SIZE INDICATED IS NOMINAL PIPE DIAMETER 112—EXW 34 4" DIA FLOOR M103 2" NPW INSULATED PIPE 1 112—EXR 30 4" DIA CEILING M105 4" METHANE VENT THRU ROOF SIZE INDICATED IS NOMINAL PIPE DIAMETER 31 4" DIA CEILING M105 4" METHANE VENT THRU ROOF SIZE INDICATED IS NOMINAL PIPE DIAMETER �. 32 4" DIA CEILING M105 4" METHANE VENT THRU ROOF SIZE INDICATED IS NOMINAL PIPE DIAMETER 33 4" DIA CEILING M105 4" METHANE VENT THRU ROOF SIZE INDICATED IS NOMINAL PIPE DIAMETER 4 112-114 30 8" DIA CEILING M194 FIRE SPRINKLER SUBJECT TO FIRE SPRINKLER DESIGN 31 8" DIA CEILING M194 FIRE SPRINKLER SUBJECT TO FIRE SPRINKLER DESIGN 32 8" DIA CEILING M194 FIRE SPRINKLER SUBJECT TO FIRE SPRINKLER DESIGN 112-115 _ 30 12"x6" WALL M108 EF—T10 EXHAUST WALL CAP SIZE INDICATED IS NOMINAL WALL CAP SIZE 114—SUF 30 6" DIA FLOOR M101 CLEANOUT SIZE INDICATED IS NOMINAL PIPE DIAMETER 31 3" DIA FLOOR M101 HUB DRAIN SIZE INDICATED IS DRAIN PIPE SIZE 32 3" DIA FLOOR M101 FLOOR DRAIN SIZE INDICATED IS DRAIN PIPE SIZE 33 10" DIA FLOOR M193 FIRE SPRINKLER RISER SUBJECT TO FIRE SPRINKLER DESIGN 115—SUF 30 6" DIA FLOOR M101 CLEANOUT SIZE INDICATED IS NOMINAL PIPE DIAMETER 31 6" DIA FLOOR M101 HUB DRAIN SIZE INDICATED IS NOMINAL PIPE DIAMETER 32 3"DIA FLOOR M101 • FLOOR DRAIN SIZE INDICATED IS DRAIN PIPE SIZE 115-EXW 30 12"x12" WALL M108 INTAKE LOUVER SIZE INDICATED IS NOMINAL LOUVER SIZE ` 120—EXW 30 96"x48" WALL M104 6/A176 8/A176 7/A176 INTAKE LOUVER SIZE INDICATED IS NOMINAL LOUVER SIZE I 120—EXR 34 4" DIA CEILING M105 4" METHANE VENT THRU ROOF SIZE INDICATED IS NOMINAL PIPE DIAMETER < 401—SUF 30 4" DIA FLOOR , M101 BACKWATER VALVE CLEANOUT SIZE INDICATED IS NOMINAL PIPE DIAMETER 31 . 6" DIA FLOOR M101 CLEANOUT SIZE INDICATED IS NOMINAL PIPE DIAMETER 32 4" DIA FLOOR M101 METHANE VENT SIZE INDICATED IS NOMINAL PIPE DIAMETER 33 4" DIA • FLOOR M102 FLOOR DRAIN SIZE INDICATED IS DRAIN PIPE SIZE 34 4" DIA FLOOR M102 METHANE VENT SIZE INDICATED IS NOMINAL PIPE DIAMETER < 401—EXW 32 48"x48" WALL M108 EF—T11 EXHAUST LOUVER SIZE INDICATED IS NOMINAL LOUVER SIZE < 401—EXR 30 4" DIA CEILING M105 4" METHANE VENT THRU ROOF SIZE INDICATED IS NOMINAL PIPE DIAMETER 31 4" DIA CEILING _ M105 _4" METHANE VENT THRU ROOF SIZE INDICATED IS NOMINAL PIPE DIAMETER EQUIPMENT LEVEL — TSO BUILDING 101 30 10" DIA CEILING M126 SUPPLY DIFFUSER SIZE INDICATED IS NOMINAL DUCT SIZE • 101-102 34 10" DIA WALL M122 SUPPLY DUCT SIZE INDICATED IS NOMINAL DUCT SIZE • 35 48"x6" WALL M123 SEVEN (7) RACKED PIPES SUPPORTED ON COMMON TRAPEZE SUPPORT 36 4" DIA WALL M123 4" SOIL WASTE 101-109 30 48"x6" WALL M125 SEVEN (7) RACKED PIPES SUPPORTED ON COMMON TRAPEZE SUPPORT • 31 4" DIA WALL M125 4" SOIL WASTE 32 15" DIA WALL M125 VENTILATION AIR SUPPLY DUCT SIZE INDICATED IS NOMINAL DUCT SIZE 102-103 30 6"x6" WALL M122 SUPPLY DUCT SIZE INDICATED IS NOMINAL DUCT SIZE 34 4" DIA WALL M124 4" SOIL WASTE 35 36"x6" WALL M124 FIVE (5) RACKED PIPES SUPPORTED ON COMMON TRAPEZE SUPPORT 102-106 31 18"x16" WALL M122 LINED SUPPLY DUCT SIZE INDICATED IS NOMINAL DUCT SIZE 32 15" DIA WALL M123 VENTILATION AIR SUPPLY DUCT SIZE INDICATED IS NOMINAL DUCT SIZE 33 24"x24" WALL M122 RETURN GRILLE OPENING SIZE INDICATED IS NOMINAL DUCT SIZE ' 102-212 60 6" DIA CEILING E108 E049 TELECOMM CONDUIT, 4" CONDUIT ALIGNS INSIDE WALL, T332 '' 61 6" DIA CEILING E108 E049 TELECOMM CONDUIT, 4" CONDUIT ALIGNS INSIDE WALL, T332 < 62 6" DIA CEILING E108 E049 TELECOMM CONDUIT, 4" CONDUIT ALIGNS INSIDE WALL, T332 63 6" DIA CEILING E108 E049 TELECOMM CONDUIT, 4" CONDUIT ALIGNS INSIDE WALL, T332 102-213 37 4" DIA CEILING M123 4" SOIL WASTE SIZE INDICATED IS DRAIN PIPE SIZE 102-215 38 2" DIA CEILING M123 htVitWCC?IbtPft) rtAidC`C FLOOR' DRAIN SIZE INDICATED IS DRAIN PIPE SIZE 103 30 6"x6" CEILING M122 ieeE APPROVED SUPPLY DIFFUSER TO 103 SIZE INDICATED IS NOMINAL DUCT SIZE 103-104 31 8"x6" WALL M122 EXHAUST DUCT SIZE INDICATED IS NOMINAL DUCT SIZE 32 4" DIA WALL M124 u AI'K 1';' 2013 4" SOIL WASTE INTO ROOM 104 PLUMBING CHASE 103-105 32 8"x6" WALL M122 p EXHAUST DUCT SIZE INDICATED IS NOMINAL DUCT SIZE Rtc:tIVED CITY 36 4" DIA WALL M124 City of Tukwila 1-1/2" TEPID WATER or TUKWILA < INSULATED 37 4" DIA WALL M124 BUILDING DIVISION 2" DOMESTIC COLD WATER INSULATED APR 0 9 2013 , 38 4" DIA WALL M192 1" DOMESTIC HOT WATER INSULATED PEEWIT 103-217 35 2" DIA CEILING M124 SHOWER DRAIN SIZE INDICATED IS DRAIN PIPE SIZE CEN1 Ek < 36 2" DIA CEILING _ M124 FLOOR DRAIN SIZE INDICATED IS DRAIN PIPE SIZE < CONTINUED ON A017A j 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 L SITE FACILITIES CONTRACT ARCHITECTURAL GENERAL OPENINGS SCHEDULE br6tto 000405C09 SHT. OF: 324 619 DRAWING NUMBER: A017 z 0 0 0 N 0 6079 REGISTERED ARCHITECT DOUGLAS L. BRINLEY STATE OF WASHINGTON DESIGNED S. FISCHER I� DRAWN J. PALMER 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 OPENING SCHEDULE I C I I l OPENING SCHEDULE FROM — TO NO. NOMINAL SIZE ' LOCATION DETAIL/SECTION DESCRIPTION NOTES PENET TYPE HEIGHT AFF PLAN/ELEVATION J • 0 W = PENET TYPE Q (2 Wn Z PLAN/ELEVATION DETAIL Z COCD . •. J (/) 208 32 EQUIPMENT LEVEL — TSO BUILDING CONTINUED' FROM A017 EXHAUST GRILLE OPENING SIZE INDICATED IS NOMINAL GRILLE SIZE 208-209 103-218 31 8" DIA . CEILING M133 M124 SUPPLY DUCT FIRE SPRINKLER ALLOCATED SPACE FOR SPRINKLER RISER 208-210 32 8" DIA CEILING M124 FIRE SPRINKLER ALLOCATED SPACE FOR SPRINKLER RISER 33 8" DIA CEILING r M124 FIRE SPRINKLER ALLOCATED SPACE FOR .SPRINKLER RISER 34 2" DIA CEILING WALL M124 M133 FLOOR DRAIN SIZE INDICATED IS DRAIN PIPE SIZE 104 30 13"x1.0" CEILING 12"x8" M122 M134 CEILING EXHAUST FAN SIZE INDICATED IS NOMINAL FAN SIZE 105-110 30 8"x6" WALL 31 M122 CEILING M132 M132_ EXHAUST DUCT SIZE INDICATED IS NOMINAL DUCT SIZE 31 4"DIA WALL 210-211. M1242" - WALL M132 NPW INSULATED 32 4" DIA WALL M124 30 8"x8" CEILING 1-1/2" TEPID WATER INSULATED 105-112 33 8"DIA WALL SIZE INDICATED IS NOMINAL GRILLE SIZE _ M193 211-EXR 31 14" DIA CEILING FIRE SPRINKLER SUBJECT TO FIRE SPRINKLER DESIGN M132 34 8" DIA WALL DUCT RISER TO EF -T4 M193 212 30 8"x8" FIRE SPRINKLER SUBJECT TO FIRE SPRINKLER DESIGN 106-215 30 2" DIA CEILING M124 SIZE INDICATED IS NOMINAL GRILLE SIZE 31 6" DIA SHOWER DRAIN SIZE INDICATED IS DRAIN PIPE SIZE 107-109 30 36"x36" WALL M126 SIZE INDICATED IS NOMINAL DUCT SIZE A 212-EXR 32 TRANSFER GRILLE OPENING SIZE INDICATED IS NOMINAL GRILLE SIZE 31 36"x20" WALL M126 4" PLUMBING VENT THRU ROOF • SIZE INDICATED IS VENT PIPE SIZE . 212-213 EXHAUST GRILLE OPENING SIZE INDICATED IS NOMINAL GRILLE SIZE 108—EXW 30 48" DIA CEILING M127 EXHAUST DUCT SIZE INDICATED IS NOMINAL DUCT SIZE DUST COLLECTOR EXHAUST OUT SIZE INDICATED IS NOMINAL DUCT SIZE WALL 31 36" DIA CEILING M127 SUPPLY DUCT SIZE INDICATED IS NOMINAL DUCT SIZE .4 COMPACTOR LEVEL EXHAUST OUT SIZE INDICATED IS NOMINAL DUCT SIZE 108-EXR 31 4" DIA • CEILING M105 SUPPLY DUCT SIZE INDICATED IS NOMINAL DUCT SIZE 4" METHANE VENT THRU ROOF 36 8"x6" 32 40" DIA CEILING 1\4104_ WALL SUPPLY REGISTER SIZE INDICATED IS NOMINAL REGISTER SIZE DUST COLLECTOR INTAKE IN 60 108-109 31 36" DIA WALL M126 TELECOMM CONDUIT, 4", T332 EXHAUST DUCT SIZE INDICATED IS NOMINAL DUCT SIZE 6" DIA 32 8" DIA WALL M1254" TELECOMM CONDUIT, 4", T332 NPW INSULATED PIPE 6" DIA 33 4" DIA WALL M125 TELECOMM CONDUIT, 4", T332 1-1/2" TEPID WATER INSULATED PIPE 108-111 30 4" DIA WALL M103 TELECOMM CONDUIT, 4", T332 2" NPW —4" INSULATED PIPE 30 • 31 8" DIA WALL M132 M125 - NPW INSULATED PIPE 31 32 4" DIA WALL . M132 M124 4" PLUMBING VENT THRU ROOF 1-1/2" TEPID WATER INSULATED PIPE 213-219 33 8"DIA WALL M194 FIRE SPRINKLER SUBJECT TO FIRE SPRINKLER DESIGN 34 8" DIA WALL M194 FIRE SPRINKLER SUBJECT TO FIRE SPRINKLER DESIGN 108-205 30 6" DIA WALL WALL M137 M132 2" CWR INSTALL. THRU WALL W/ ACOUSTIC WALL SEAL SIZE INDICATED IS NOMINAL DUCT SIZE 31 6" DIA WALL 8"x8" M137 • M132 2" .CWS INSTALL THRU WALL W/ ACOUSTIC WALL SEAL 109-EXW 30 SEE NOTE WALL 30 . M126 WALL I ,4/A17E 3/A176 2/A173 INTAKE LOUVER 19'-6" WIDE x 5'-2" HIGH 31 • SEE NOTE WALL 217 M126 8"x8" 1/A176 3/A176 2/A176 EXHAUST LOUVER 28'-1 " WIDE x 8'-0" HIGH 109-116 32 13"x1O" CEILING M126 31 8"x8" CEILING CEILING EXHAUST FAN SIZE INDICATED IS NOMINAL FAN SIZE 109-119 30 6" DIA CEILING SIZE INDICATED IS NOMINAL GRILLE SIZE M126 SCALE FACILITY • — SCALEHOUSE SUF—CRAWL 30 SUPPLY DIFFUSER SIZE INDICATED IS NOMINAL DUCT SIZE 109-202 60 4" DIA CEILING E109FEEDER FLOOR DRAIN SIZE INDICATED IS DRAIN PIPE SIZE 31 2" DIA TO 2T1 — 2-1/2", P028 109-207 " 32 4" DIA WALL M124 FLOOR DRAIN SIZE INDICATED IS DRAIN PIPE SIZE 32 4" SOIL WASTE INTO ROOM 207 PLUMBING CHASE 110—SUF 30 2" DIA FLOOR M112A METHANE VENT SIZE INDICATED IS NOMINAL PIPE DIAMETER CRAWL-SUW FLOOR. DRAIN SIZE INDICATED IS DRAIN PIPE SIZE 110 30 13"x10" CEILING M122 REFRIGERATION SLEEVE CEILING EXHAUST FAN SIZE INDICATED IS NOMINAL FAN SIZE 110-111 31 4" DIA WALL M1241-1/2"" DUCT OPENING SIZE INDICATED IS NOMINAL DUCT SIZE TEPID WATER INSULATED PIPE 32 32 4" DIA WALL M302SUPPLY M124 ` DUCT 2" NPW INSULATED PIPE 110-120 31 12"x12" WALL 7'-0" M122 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 201-202 30 18" DIA WALL M302 M133 FLOOR REGISTER SUPPLY DUCT SIZE INDICATED IS NOMINAL DUCT SIZE CRAWL -503 31 24"x24" WALL M134_ RETURN AIR OPENING SIZE INDICATED IS NOMINAL DUCT SIZE 202-CH1 37 16" DIA WALL M133 VENTILATION AIR SUPPLY DUCT SIZE INDICATED IS NOMINAL DUCT SIZE 202=203 38 16" DIA WALL . M133 SUPPLY DUCT SIZE INDICATED IS • NOMINAL DUCT SIZE 202-220 32 14" DIA WALL M133 SUPPLY DUCT SIZE INDICATED IS NOMINAL DUCT SIZE 33 16" DIA WALL M133 RETURN DUCT SIZE INDICATED IS NOMINAL DUCT SIZE 34 14" DIA WALL CEILING M133 M301 r SUPPLY DUCT SIZE INDICATED IS NOMINAL DUCT SIZE SIZE INDICATED IS NOMINAL PIPE DIAMETER 35 12" DIA WALL 10" DIA M133 M302 SUPPLY DUCT SIZE • INDICATED IS NOMINAL DUCT SIZE DUCT RISER 36 26"x18" WALL 10" DIA M133 M302 RETURN AIR DUCT SIZE INDICATED IS NOMINAL DUCT SIZE DUCT RISER • 60 4" DIA WALL 10'-6" E116 CEILING FEEDER TO 2T1 — 2-1/2", P028 203—CH1 30 16" DIA WALL M133 REVIEVVkD F� FQ VENTILATION AIR SUPPLY DUCT SIZE INDICATED IS NOMINAL DUCT SIZE 203-220 31 26"x18" WALL M133 DE COMPLIANCE. _ TRANSFER AIR OPENING SIZE INDICATED IS NOMINAL DUCT SIZE 204-205 30 10" DIA WALL , M133 APPROVED DUCT SIZE INDICATED IS NOMINAL DUCT SIZE 204-220 31 10" DIA WALL 47 M133 CEILING _ M302 _RETURN DUCT SIZE INDICATED IS NOMINAL DUCT SIZE } i 205-206 32 12" DIA WALL M133 48 16"x16" CEILING _SUPPLY RETURN DUCT SIZE INDICATED IS .NOMINAL DUCT SIZE 205-220 33 10" DIA WALL M133 SIZE INDICATED IS NOMINAL GRILLE SIZE 506 -ATTIC 49 SUPPLY DUCT SIZE INDICATED IS NOMINAL DUCT SIZE 206-220 33 16" DIA ' WALL M133 EXHAUST GRILLE OPENING SIZE INDICATED IS NOMINAL GRILLE SIZE RETURN DUCT SIZE INDICATED IS NOMINAL DUCT SIZE 50 34 14" DIA WALLM133 M302 City of TukwilaEXHAUST SUPPLY DUCT SIZE INDICATED IS NOMINAL DUCT SIZE SIZE INDICATED IS NOMINAL GRILLE SIZE 60 5" DIA WALL 9 —6'.'E11•6 WALL M302 UILDINo TELECOMM CONDUIT, 4" SLEEVE, T332 61 5" DIA WALL 9'-6" E116 _ 46 24"x12" TELECOMM CONDUIT, 4" SLEEVE, T332 62 5" DIA • WALL 9'-6" _ E116 LOUVER SIZE INDICATED IS NOMINAL LOUVER SIZE ATTIC—EXR 44 TELECOMM CONDUIT, 4" SLEEVE, T332 ROOF 63 5" DIA WALL 9'-6" El 16 FRESH AIR INTAKE DUCT SIZE INDICATED IS NOMINAL DUCT SIZE RECYCLING TELECOMM CONDUIT, 4" SLEEVE, T332 64 4" DIA • WALL 10'-6" E116 M401 A/M401 FEEDER TO 2T1 - 2-1/2", P028 207 30 6"x6" CEILING M133 EXHAUST GRILLE OPENING.. SIZE INDICATED IS NOMINAL GRILLE SIZE 207-208 31 6" DIA WALL M401 M133 METHANE VENT EXHAUST DUCT SIZE INDICATED IS NOMINAL DUCT SIZE 6079 REGISTERED ARCHITECT DOUGLAS L. BRINLEY STATE OF WASHINGTON DESIGNED S. FISCHER I� DRAWN J. PALMER 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 OPENING SCHEDULE FROM - TO NO NOMINAL SIZE LOCATION DETAIL/SECTION DESCRIPTION NOTES PENET TYPE HEIGHT AFF PLAN/ELEVATION J • 0 W = LEVEL 2 - TSO 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 r 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 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 1 211-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 A 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 .4 212-219 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" El 16 TELECOMM CONDUIT, 4", T332 61 6" DIA WALL 9'-6" E116 TELECOMM CONDUIT, 4", T332 , 62 6" DIA WALL ,9'-6" E116 TELECOMM CONDUIT, 4", T332 63 6" DIA WALL 9'-6" E116 TELECOMM CONDUIT, 4", T332 213 30 • 8"x8" CEILING M132 EXHAUST GRILLE OPENING SIZE INDICATED' IS NOMINAL GRILLE SIZE 31 6" DIA CEILING • . M132 4" PLUMBING VENT THRU ROOF SIZE INDICATED IS VENT PIPE SIZE 213-219 32 8"x6" WALL M132 WALL SUPPLY REGISTER SIZE INDICATED IS NOMINAL REGISTER SIZE 33 14" DIA WALL M132 SUPPLY DUCT SIZE INDICATED IS NOMINAL DUCT SIZE 214-215 30 8" DIA WALL M132 SUPPLY DUCT SIZE INDICATED IS NOMINAL DUCT SIZE 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 M302SUPPLY 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 r 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 DUCT RISER SIZE INDICATED IS NOMINAL. DUCT SIZE 503—ATTIC 01 2'-6"x4'-6" CEILING REVIEVVkD F� FQ 503-505 • 51 20"x20" DOOR M302 _ CC DE COMPLIANCE. DOOR GRILLE 52 20"x20" DOOR M302 APPROVED DOOR GRILLE 504—ATTIC 47 6"x6" CEILING _ M302 _ i APR 1 2013 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 EXHAUST GRILLE OPENING SIZE INDICATED IS NOMINAL GRILLE SIZE 507—ATTIC 50 6"x6" CEILING M302 City of TukwilaEXHAUST GRILLE OPENING SIZE INDICATED IS NOMINAL GRILLE SIZE ATTIC-EXW 45 24"x24" WALL M302 UILDINo Dive eN 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 RECYCLING BUILDING 601—SUF 31 SEE DWG FLOOR M401 A/M401 TRENCH DRAIN 32 2" DIA FLOOR M401 FLOOR DRAIN SIZE INDICATED IS DRAIN PIPE SIZE 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 King County Department of Natural Resources and Parks Solid Waste Division KPG 7539th Avenue N Seattle, WA 98109 (206) 286-1640 www.kpg.com 1117 Broadway Suite 501 Tacoma, WA 98402 (253) 627-0720 RECEIVEE CITY OF TUK'MILA APR 0 9 201 PERMIT CENTER BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT ARCHITECTURAL GENERAL OPENINGS SCHEDULE PROJECT NUMBER: C00405C09 SHT. OF: 325 DRAWING NUMBER: 619 AO 1 7A LL 10:07am — P:\0239.2 — RWBECK BOW LAKE TS PHASE II\PH2_F. CD PHASES\A A018_SCHD_IN.dwg 0 c c INTERIOR FINISH SCHEDULE NO. ROOM / AREA NAME FLOOR I BASE WALL NO. CEILING NOTES NORTH EAST SOUTH 1 WEST WAINSCOT CEILING CONCRETE SEALED CONCRETE POLISHED CONCRETE RESILIENT TILE RECESSED ENTRANCE MAT CARPET TILE 4" RESILIENT COVE (@ GWB WALL) GWB TYPE �, z METAL SIDING PANELS GWB TYPE CONCRETE METAL SIDING PANELS GWB TYPE CONCRETE METAL SIDING PANELS GWB TYPE CONCRETE METAL SIDING PANELS RESILIENT WAINSCOT IBAMBOO WAINSCOT (B/A199) )GWB TYPE 'ACOUSTICAL TILE SUSPENDED ACOUSTICAL TILE EXPOSED STRUCTURE/ UNFINISHED CONCRETE METAL SIDING PANELS COMPACTOR LEVEL — TSO BUILDING GWB TYPE ACOUSTICAL TILE SUSPENDED ACOUSTICAL TILE EXPOSED STRUCTURE/ UNFINISHED I 0 NORTH CO1 COMPACTOR BAYS 401 (PROCESSING FLOOR I I I I I I I I I I I I I I I 1 I I 1 • I S: INTERIOR ELEVATIONS A123 CO1A COMPACTOR BAY EXT. ISEE INTERIOR ELEVATIONS A221 SCALE FACILITY — SCALEHOUSE 501 i • • 1 2A • S'E INTERIOR ELEVATIONS A123 CO3 VESTIBULE • • • • • 2B 502 BREAK AREA 2B _ 2B 2B 2A 2B _ 2A S' E NOTE 1 C04 ELEVATOR MACHINE ROOM • • • • 2B 503 HALL • - • • 1 1 - • - C05 ELECTRICAL • • SEE NOTE 1 • TOILET _ • • • • • 2A 2A _ • C06 MECHANICAL • 1 505 SERVER CLOSET • • 1 1 1 1 C07 UNISEX TOILET 1 • • 506 2A 2A • 2A • 2A • 2A 1 C08 UNISEX TOILET 1 • • 507 2A • 2A 2A • 2A • 2A 2A 2A C09 BREAK ROOM 2A • • RECYCLING BUILDING 2B 2B 2B - 601 2B 2B C a T!': - • ,,--•.-.,• SEE INTERIOR ELEVATIONS A403 602 WARMING ROOM• • 3 EQUIPMENT LEVEL — TSO BUILDING 3 3 3 101 VESTIBULE • • • • 1 STORAGE 1 1 1 2A • 1 2A SEE NOTE 1 102 MULTI—PURPOSE • • • 1 1 1 1 • • • 103 EXIT PASSAGEWAY • • • 1 1 1 1 • 1 SEE NOTE 1 105 RISER ROOM • • ,2A • 2A 2A • R 106 MISTING ROOM • • • 2A 2A - • 107 HPU ROOM • • 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 • -"Ne. ---Ne--- • • 3 3 3 3 11 M3 MECJ HA CA R000I • ,.-v- — — 44 1 1• .rv--.rv-�s- • 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 • • 11 1 1 • • • 204 OFFICE 1 • • 1 - 1 1 1 • • • 205 OFFICE 2 • • 1 11 -1 1 • • • 206 COMM/SERVER ROOM • • 1 1 1; • 207 UNISEX TOILET • • 2A 2A 2A_ 2A 2A 208 CUSTODIAL & STORAGE • • 2A . 2A 2A 2A _ • 209 SUPERVISOR OFFICE • • 11 1 1 • • • 210 BREAK ROOM = • • 2A - 2A2A . 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 WAINSCOT CEILING NOTES NORTH _ EAST SOUTH I WEST _ c� z o U(I) SEALED CONCRETE POLISHED CONCRETE RESILIENT TILE RECESSED ENTRANCE MAT CARPET TILE 4" RESILIENT COVE (@ GWB WALL) GWB TYPE CONCRETE METAL SIDING PANELS GWB 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 I 0 NORTH PROCESSING AREA — TRANSFER BUILDING 401 (PROCESSING FLOOR I I I I I I I I I I I I I I I 1 I I 1 1 I I I A ISEE 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 11 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. buo REVIEWED FOR CODE COMPLIANCE APPROVED APR 17 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 0 9.2013 PERMIT CENTER DOUGLAS L. BRINLEY STATE OF WASHINGTON DESIGNED S. FISCHER DRAWN J. PALMER D c 6/10/10 1/8/10 CC CC D8 DB FINAL ISSUED FOR CITY OF TUKWILA PERMITS MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0.■ 1" REV A 1/8/10 cc DB RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS 7/31/09 CC DB ISSUED FOR CITY OF TUKWILA PERMITS DATE CHK'D APP'D REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste. Division XLPQ 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. OF: 326 619 DRAWING NUMBER: A018 0 0 LL 0 W C/) C/) -J z LL LAKE TS PHASE II\PH2_F. CD PRASES\A_4019_SCHD_EXTRA.dwq RWBECK BOW 2010 — 10:07am '4- FIRE EXTINGUISHER SCHEDULE RECESS SCHEDULE NO. LOCATION TYPEn,PE MOUNT NOTES MULTI-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 - TSO BUILDING GRATE FE001 COMPACTOR BAY EXT CO1A • PLAN DETAIL • FE002 COMPACTOR BAY C01 • • FINISH FE003 ELECTRICAL C05 • • GRATE OPEN FE004 COMPACTOR BAY C01 • z a a • FACTORY STEEL FE005 STAIR A • GALVANIZED • FE006 TOP LOAD BAY CO2 • LEVEL - TSO BUILDING • FE007 COMPACTOR BAY C01 • • R001 COMPACTOR BAYS C01 FE008 BREAK ROOM C09 • • • FE009 COMPACTOR BAY C01 • • EQUIPMENT LEVEL - TSO BUILDING • FE101 RISER ROOM 105 • • COMPACTOR BAYS C01 BOOT WASH FE102 MULTI-PURPOSE 102 • • • FIRE -RATED FE103 HPU ROOM 107 • • • FE104 HPU ROOM 107 • • R003 FE105 LOADING AREA 109 • 3'-0'x2'-0" • • FE106 LOADING AREA 109 • • • • FE107 LOADING AREA 109 • • TIPPING & RECEIVING LEVEL - TRANSFER BUILDING FE112 TIPPING FLOOR 112 • • • FIRE -RATED FE113 TIPPING FLOOR 112 • • • FE114 TIPPING FLOOR 112 • 5/A188 • FE115 TIPPING FLOOR 112 . • • FE116 TIPPING FLOOR 112 • • FE117 TIPPING FLOOR 112 • • - SLOPE TO FLOOR DRAIN FE1.18 RECEIVING FLOOR 111 • UNISEX TOILET C08 II SEE PLAN -N, FE119 RECEIVING FLOOR 111 • • FE120 RECEIVING FLOOR 111 • • FE121 RECEIVING FLOOR 111 • • IEVrL`," -"TSt gUILDIIMG .' " .. FE122 RECEIVING FLOOR 111 • .r v • .. N. N.. Neo TSO LEVEL - TSO BUILDING J .. v N. " N. v v .. ✓ FE201 STAIR B • OUTSIDE TOILET 116 BOOT WASH • FIRE -RATED FE202 MEN'S LOCKER 216 • • • FE203 WOMEN'S RESTROOM 212 • • FE204 HALL 219 • R102 • FE205 STAIR A • • FIRE -RATED FE206 BREAK ROOM 210 • • FE207 HALL 220 • SLOPE TO FLOOR DRAIN • R103 FE208 CONFERENCE 203 • SEE PLAN • FE209 SERVER 206 • • FIRE -RATED NORTH PROCESSING AREA FE401IPROCESSING FLOOR 401 1 • I I. • R104 SCALE FACILITY - SCALEHOUSE ENTRANCE MAT FE501 BREAK AREA 502 • • • FE502 EQUIP ROOM 505 • • • RECYCLING BUILDING 5/A188 FE601(RECYCLING AREA 601 1 • I I 1 • 102 - EXTERIOR FLOOR RECESS SCHEDULE N0. LOCATION DESCRIPTION NOMINAL SIZE W x L x H TYPE GRATE FRAME PLAN DETAIL NOTES MATERIAL FINISH MATERIAL FINISH GRATE OPEN w u) RUBBER z a a GALVANIZED FACTORY STEEL ALUMINUM z a GALVANIZED FACTORY COMPACTOR LEVEL - TSO BUILDING R001 COMPACTOR BAYS C01 BOOT WASH 3' -0"x2' -O" • • • • • 1 /A188 R002 COMPACTOR BAYS C01 BOOT WASH 3' -0'x2' -O" • • • • • 1/A188 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 007 SEE PLAN • - SLOPE TO FLOOR DRAIN ,.006 UNISEX TOILET C08 SEE PLAN -N, _ • —'w - ---" SLOPE TO FLOOR DRAIN E{rUIIiMENT IEVrL`," -"TSt gUILDIIMG .' " .. ,p " v- „ ., e J .r v N. .. N. N.. Neo J .. v N. " N. v v .. ✓ " 4 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" • • • • ` _ • _ 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'-0'x2'-0" • • • • 1/A188 R110 EXIT PASSAGEWAY 119 ENTRANCE MAT 4'-8"x6'-0" • • • • _ • 5/A188 R120 SELF -HAUL 120 SEE PLAN • - SLOPE TO FLOOR DRAIN R121 RECEIVING FLOOR 111 TRENCH DRAIN 0'-10"x29'-10" • • • • • R122 RECEIVING FLOOR 111 TRENCH DRAIN 0'-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 1 1 1. 15/A188 RECYCLING BUILDING R601 RECYCLING AREA 601 TRENCH DRAIN 1'-3"x20'-0" • • • •• - SLOPE TO TRENCH DRAIN R602 RECYCLING AREA 601 SEE PLAN • - SLOPE TO FLOOR DRAIN tt311O REVIEWED FOR CODE COMPLIANCE -. APPROVED APR 1 7 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 0 9 201 PERMIT CENTER 6079 REGISTERED ARCH(' CT 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 LETTERS A 7/31/09 CC DB ISSUED FOR CITY OF TUKWILA PERMITS REV DATE CHK'D APP'D REVISION DESCRIPTION 3Iall 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 FIRE EXTINGUISHER & FLOOR RECESS SCHEDULES PROJECT NUMBER: C00405C09 SHT. OF: 327 619 DRAWING NUMBER; A019 U 0 LL UJ 0) LL 2010 — 2:39pm P:\02.39.2 — RWBECK BOW LAKE TS PHASE II\PH2_F. CD PHASES\A_A196_MTHN.dwq .4 • 4 • A. • 4,4 • A4 •4 RECEIVING FLOOR 111 4' 4 TIPPING FLOOR ( 112 4' 4 a4 4 4 4 4 1 4 GAS COLLECTION DUCT METHANE MITIGATION MEMBRANE WATERSTOP 114 -- • .4 • 4• 4•.. 4 4.4 4. • 4 4 4. . d 4 4 • 4. d• 4 4 4 d 4 .•4 • 6" 6" 6 MEMBRANE DETAIL AT TIPPING WALL TRANSFER BUILDING SCALE: 1" 1'-0" 1 CONCRETE SLAB AND WALLS WATERSTOP 1 —11-141-=-71 ; .111 ;1�1�—„1L,; a1T=Tii= I I i I 117.-1 I TiTI—.111-_I-i = FLOOR RECESS DETAIL SCALE: 1 " = 1'-0" WATERSTOP METHANE MITIGATION MEMBRANE CONCRETE FOOTING WATERSTOP CONCRETE FOOTING CONCRETE SLAB . 4 MEMBRANE TERMINATION EXTERIOR FOOTING SCALE: 1-1 /2" = 1'-0" WATERSTOP 4 4 4 METHANE MITIGATION SYSTEM CONCRETE SLAB 4> 1 • 4 •a MEMBRANE TERMINATION EXTERIOR FOOTING SCALE: 1-1 /2" = 1'-0" METHANE MITIGATION SYSTEM METHANE MITIGATION MEMBRANE CONC SLAB I I I...I I I GAS COLLECTION DUCT SCALE: 1-1 /2" = 1'-0" FIRE STOPPING 6"0 PIPE SLEEVE 4. iii=iii- GEOTEXTILE DUCT .4 4"0 ABS PIPE TO ROOF PIPE COUPLER 1-11 I-1 I 1=1 11-i 11=1. 111 , 111,, 1111 111T. 111111 111. —11 VENT TO DUCT DETAIL SCALE: 1" = 1'-0" METHANE MITIGATION MEMBRANE 4"0 ABS PIPE TO ROOF PIPE CLAMP DETAIL SCALE: 1-1 /2" = 1'-0" GAS COLLECTION DUCT METHANE MITIGATION MEMBRANE ADAPTER MEMBRANE ADHESIVE PIPE CLOSURE METHANE MITIGATION MEMBRANE REVIEWED FOR CODE COMPLIANCE APPROVED APR 17 2013 City of Tukwila BUILDING DIVISION FIRESTOP SEALANT W/ MINERAL WOOL 4"0 ABS PIPE TO ROOF FOUNDATION WALL FIRESTOP SEALANT W/ MINERAL WOOL METHANE MITIGATION MEMBRANE CONDENSATE TRAP, DRAIN TO FOOTING DRAIN VENT RISER FOUNDATION WALL SCALE: 1 /2" = 1'-O" RIGID INSULATION ADAPTER GAS COLLECTION DUCT CONCRETE SLAB 3"0 ABS PIPE d DUCT ROUTING d\� THRU INTERIOR FOOTING SCALE: 1-1/2" = 1'-0" GAS COLLECTION DUCT ADAPTER CONCRETE SLAB. METHANE MITIGATION MEMBRANE 4 5 MEMBRANE DETAIL INSULATED SLAB SCALE: 1-1 /2" = 1'-0" -I 1 I ----II I; r I I LJECEIVED 'IGID INSUR1I�SR�F TUKWILA3 APR 0 9 2013 A40 1 PERMIT CENTER 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" REV A 1/8/10 CC DB RESPONSE TO CITY OF TUKWILA : CORRECTION LETTERS 7/31/09 CC DB ISSUED FOR CITY OF TUKWILA PERMITS 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 TRANSFER/TSO BUILDING METHANE BARRIER DETAILS PROJECT NUMBER: C00405C09 SHT. OF: 410 619 DRAWING NUMBER: A196 FP CLNG.dwg RWBECK BOW N Cri0 0 0 0 0 GAS VITIGATIO\ SYSTE Vl PE�F0V1A\ 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. E 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 • • V 4, METHANE MITIGATION SYSTEM UNDERSLAB INSULATION F.O. CONC 60'-0" 8'-6" 25'-6" 26'-0" U 0 U 0 R.O. 1: --41111111F- 4'-1" 5'-0" Iilllo HW HEATER, IN CABINET WARMING ROOM 602 DS � 2X4 CEILING GRID RADIANT HEATER = - EMERGENCY EYE WASH FE601 6 11 RECESSED FLOOR DRAIN 11 561:6,1 111 I RECYCLING. AREA 601 EDGE OF CONC BUILDING SLAB ROOF OVERHANG ABOVE U/ 0 ) 0 STORAGE 1'603) 111111111111 B A404 E A404 0 0 1 GUTTER/ MTL SOFFIT 1 VENT TO ROOF L Q DS I C EXTENT OF METHANE FOOTING BELOW MITIGATION SYSTEM- A404 FLOOR PLAN RECYCLING BUILDING FEE RECYCLING YARD SCALE: 1/4" = 1'-0" LIGHT, METAL DECK SEE ELEC ' r CEILING REFLECTED CEILING RECYCLING BUILDING FEE RECYCLING YARD SCALE: 1/4" = 1'-0" DS—� pp VENT TO ROOF UNDERSLAB INSULATION, SEE METHANE BARRIER PLAN RECYCLING BUILDING FEE RECYCLING YARD SCALE: 1/4" = 1'-0" 1 d-. NOTES: 1. SEE SHEET A403 FOR INTERIOR ELEVATION. REVIEWED FOR CODE COMPLIANCE APPROVED APR 17 2013 City of Tukwila BUILDING DIVISION VENT TO RO�F� � � � 1[0 Q ` 2 0 1/4"_1'-0 Scale RECEIVED CITY OF TUKWILA APR 0 9 2013 PERMIT CENTER 4 6 8 10 Feet 6079 REGISTERED ARCHITECT 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 GC DB RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS A REV 7/31/09. DATE CC. CHK'D DB APP'D ISSUED FOR CITY OF TUKWILA PERMITS 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 RECYCLING BUILDING FLOOR PLAN, REFLECTED CEILING PLAN 8c METHANE BARRIER PLAN PROJECT NUMBER: 000405C09 SHT. OF: 433 619 DRAWING NUMBER: A40 1 LL A402_RP_SECT.dwg RWBECK BOW LAKE TS PHASE II\PH2_F. CD PHASES BIRD DETERRENT di TOP OF STEEL\ 282.10' 1 r BIRD DETERRENT 12 SLOPEI2 1 1 GUTTER 0) F267INISH81'FLOOR . ................ BUILDING SECTION RECYCLING BUILDING SOUTH PROCESSING AREA SCALE: 1/4" = 1'-0" BIRD DETERRENT STL BEAM SEE STRUCT CEILING, METAL DECK SIGN 601-1 dk TO CONC WALL 271.79' FINISH FLOOR 267.79 6079 REGISTERED ARCHITECT DOUGLAS L. BRINLEY STATE OF WASHINGTON DES DRA 12 SLOPE12 I TY J 1 BUILDING SECTION c RECYCLING BUILDING SOUTH PROCESSING AREA SCALE: 1/4" = 1'-0" A401 DS, 2x4 TYP CONCRETE SLAB ON RIGID INSULATION ON GRAVEL SLOPE -- BIRD DETERRENT \ GUTTER CORNER TRIM 0 SIGN 601-2 SLOPE ---- BO SOFFIT STRUCTURE GNED 0SI R. ABE NN D 6/10/10 CC DB FINAL ISSUED FOR CITY OF TUKWILA PERMITS S. FISCHER C 1/8/10 CC DB MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION B 1/8/10 CC DB RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS VERIFY SCALE IS ONE INCH ON "D" DRAWING A 7/31/09 CC DB ISSUED FOR CITY OF TUKWILA PERMITS N " REV DATE CHK'D APP'D REVISION DESCRIPTION .:v .. 1 BARA DS STANDING SEAM .METAL ROOFING 0 GUTTER 0 0 DS • 0 0 DS SIDING TYPE 2 MTL TRIM MTL STUD 6" JAMB DETAIL RECYCLING BUILDING SOUTH PROCESSING AREA SCALE: 3" = 1'-0" HM FRAME DOOR PER SCHED N 6" DOOR PER SCHED HM FRAME MTL STUD CORNER BEAD MTL STUD SIDING TYPE 2 JAMB DETAIL RECYCLING BUILDING SOUTH PROCESSING AREA SCALE: 3" = 1'-0" s t) MTL TRIM SIDING TYPE 2 MTL TRACK REVIEWED FOR CODE COMPLIANCE APPROVED APR 17 2013 City of Tukwila BUILDING DIVISION N NEOPRENE PROFILE CLOSURE CONT MTL TRIM W/ DRIP EDGE • LVI• 6" HEAD DETAIL 1 RECYCLING BUILDING SOUTH PROCESSING AREA SCALE: 3" = 1'-0" HM FRAME RECYCLING BUILDING FEE RECLCYING YARD SCALE: 1/4" = 1' —0" EXTERIOR SLOPE DOOR CONSTRUCTION JOINT THRESHOLD DETAIL RECYCLING BUILDING SOUTH PROCESSING AREA SCALE: 3" = 1'-0" RIGID INSULATION � li�il II SIDING TYPE 2 iii MTL HEADER CORNERiIi.IpI BEAD VIII 44 SWEEP THRESHOLD FIN FLOOR PER SCHED • " - CONCRETE THRESHOLD SET IN BED OF SEALANT NEOPRENE PROFILE CLOSURE CONT MTL TRIM W/ DRIP EDGE N DOOR PER SCHED RECEIVED CITY OF TUKWILA 4 APR 0 9 201 PERMIT CENTER A014 6" HEAD DETAIL RECYCLING BUILDING SOUTH PROCESSING AREA SCALE: 3" = 1'-0" 1/4"=1'-0" HM FRAME DOOR PER SCHED 2 0 2 4 6 8 10 Scale Feet 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 RECYCLING BUILDING ROOF PLAN & BUILDING SECTIONS I 1 0 PROJECT NUMBER: C00405C09 SHT. OF: 434 619 DRAWING NUMBER: A402 2010 — 10:40am — P:\0239.2 — RWBECK BOW LAKE TS PHASE II\PH2_F. CD PHASES\A_A403_ELEV_ INT.dwg TOP OF CANOPY 000'-00" FINISH FLOOR 000 —00 TOPOOo'-OF0oCANOPY " F00INI0SH-00" FLOOR ' 12 SLOPE 2 / 1/ NORTH ELEVATION SIGN 603-1 B RECYCLING BUILDING SOUTH PROCESSING AREA SCALE: 1 /4" = 1'-0 GUTTER A401 RAIN LEADER 00 GUTTER RAIN LEADER SOUTH ELEVATION RECYCLING BUILDING SOUTH PROCESSING AREA SCALE: 1 /4" = 1'-0" FE601 SHOWER/ EYE WASH SOUTH N CURB PLANTER r. STANDING SEAM MIL ROOF i 1! RA N LEADER. CURB l IE — II II I I_ I I i 1 I �I -� '-` I1 I,I ,11�-t I ..-i1,k-0—(- 11`'1 I 1 • j_rrii i 1 I I ( • .? RAI N LEADER WEST ELEVATION RECYCLING BUILDING SOUTH PROCESSING AREA SCALE: 1 /4" = 1'-0" 1- 3 4 ! 1- -t 1' -r 1 I I SIGN 602-1 0. T RAI N LEADER 11I 1( H 1 FLASHING --' METAL SIDING PANELS EAST ELEVATION RECYCLING BUILDING SOUTH PROCESSING AREA SCALE: 1 /4" = 1'-0" CONCRETE WALL 6"X6" ACCESS PANEL EAST FIELD .LOCATE TO SUIT VENT PIPE VENT PIPE \ \ NORTH CONCRETE CURB RECYCLING AREA INTERIOR ELEVATIONS SOUTH PROCESSING AREA SCALE: 1 /4" = 1 '-0" STORAGE ROOM CEILING BEYOND 0 03 GUTTER CONCRETE / WALL FLASHING WINDOW TREATMENT SOUTH GWB RECEIVED CITY OF TUKwILmEST APR 0 9 201 PERMIT tatty I tR LEGEND SIDING TYPE 1 SIDING TYPE 2 CONCRETE REVIEWED FOR CODE COMPLIANCE APPROVED APR 17 2013 City of Tukwila BUILDING DIVISION FINISHED PANEL WINDOW TREATMENT \ GWB —� WARMING ROOM \— `/ 602 SOUTH GWB RECEIVED CITY OF TUKwILmEST APR 0 9 201 PERMIT tatty I tR LEGEND SIDING TYPE 1 SIDING TYPE 2 CONCRETE REVIEWED FOR CODE COMPLIANCE APPROVED APR 17 2013 City of Tukwila BUILDING DIVISION FINISHED PANEL WINDOW TREATMENT \ \— GWB —� • NORTH WARMING ROOM INTERIOR ELEVATIONS SOUTH PROCESSING AREA SCALE: 1/4 = 1'-0" 4" BASE, TYP ALL WALLS 6079 REGISTERED ARCHITECT DOUGLAS L. BRINLEY cv 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 rail 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 RECYCLING BUILDING EXTERIOR & INTERIOR ELEVATIONS PROJECT NUMBER: C00405C09 SHT. OF: 435 619 DRAWING NUMBER: A403 ( 601 ) ( 602 ) 2010 - 10:40am Pj\0239.2_ - RWBECK BOW LAKE TS PHASE II\PH2_F. CD PHASES\A_A404_SECT_DTLS.dwq 0, c v' • c a) SIDING TYPE 2 BOTH SIDES CONT MTL RUNNER. CLOSURE NEOPRENE PROFI CLOSURE TOC CONT FLASHING W/DRIP EDGE WALL DETAIL RECYCLING BUILDING FEE RECLCYING YARD SCALE: 1-1/2" = 1'-0 CONT FLASHING W/DRIP EDGE >, . .v CONT MTL RUNNER CLOSURE .D pv .Q D •v WALL DETAIL RECYCLING BUILDING FEE RECLCYING YARD SCALE: 1 -1 /2"= 1'-0" SIDING TYPE 2 CONT FLASHING W/DRIP EDGE CONCRETE FLOOR CONCRETE FLOOR 0 WALL DETAIL RECYCLING BUILDING FEE RECLCYING YARD SCALE: 1-1/2"= 1'-0 tk:<\ CONT METAL RUNNER 3 GUTTER STL BEAM FLASHING W/CONT SEE STRUCTURAL DRIP EDGE CONT 16 GA CLOSURE ANGLE TO SUIT NEOPRENE PROFILE CLOSURE 4" METAL STUDS @ 24" OC CONT MTL RUNNER METAL SIDING TYPE 1 CONT METAL ANGLE/RUNNER NEOPRENE PROFILE CLOSURE PANEL CLOSURE SUSPENDED ACOUSTIC/(L CEILING TILES SOFFIT DETAIL RECYCLING BUILDING FEE RECLCYING YARD SCALE: 1-1/2" = 1'-O" CEILING, METAL SIDING TYPE 2 METAL TRIM NEOPRENE PROFILE CLOSURE METAL SIDING, TYPE 1 4" LT GA METAL STUDS @24"OC CONT METAL ANGLE/RUNNER 2" • METAL TRIM MTL SOFFIT PANELS, TYPE 1 SIDING 2'-0" SOFFIT DETAIL RECYCLING BUILDING FEE RECLCYING YARD SCALE: 1-1/2" = 1'-O" CONT TRIM FLASHING CONT BENT PLATE r. GUTTER PANEL CLOSURE STL BEAM SEE STRUCTURAL 4" MTL RUNNER, CONT @ BOTTOM OF BEAM METAL SIDING TYPE 1 NEOPRENE PROFILE CLOSURE CONT METAL ANGLE/RUNNER CONT MTL TRIM/DRIP SIDING TYPE 1 SIDING TYPE 2 CONT MTL RUNNER CEILING, TYPE 2 MTL SIDING SECURED TO ROOF JOISTS BEAM, SEE STRUCT CONT FLASHING W/ DRIP EDGE INT SIDING TYPE 2 RECYCLING AREA //< \ \X \/>\X \ir WALL SECTION CONCRETE FIN FLOOR c RECYCLING BUILDING FEE RECYCLING YARD SCALE: 3/4" = 1'-0" A401 FLASHING W/CONT DRIP EDGE • SIDING TYPE 1 SIDING TYPE 2 CONT FLASHING W/ DRIP EDGE CONT MTL RUNNER • WARMING ROOM ( 602 ) BEAM SEE STRUCT SUSPENDED ACOUSTICAL CEILING TILES 9'-0" AFF WALL SECTION CONCRETE FIN FLOOR FLASHING W/CONT DRIP EDGE SIDING TYPE 1 SIDING TYPE 2 CONT FLASHING W/ DRIP EDGE BEAM, SEE STRUCT SUSPENDED ACOUSTICAL CEILING TILES 9'-0" AFF WARMING ROOM SIDING TYPE 2 MTL RUNNER Iw N Iy \\/\\//fro y REVIEWED FOR CODE COMPLIANCE APPROVED APR 17 2013 City of Tukwila BUILDING DIVISION B RECYCLING BUILDING FEE RECLCYING YARD SCALE: 3/4" = 1'-0" A401 MIK: »�.'�c�fi�+`k``Mi.R-.!+!1 • WALL SECTION RECYCLING . BUILDING • FEE RECLCYING YARD SCALE: 3/4" = 1'-0" CONCRETE FIN FLOOR RECEIVED CITY OF TUKWILA APR 0 9 201 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 eI21 KLigi ing County. Department of Natural Resources and Parks Solid Waste Division ICING 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 RECYCLING BUILDING WALL SECTIONS & DETAILS PROJECT NUMBER: C00405C09 SHT. 436 OF: 619 DRAWING NUMBER: A404 LAND \LL100_OAPLAN.dwq RWBECK BOW LAKE TS PHASE II\PH2_F. CD PHASES\3. 11:49am - P:\0239.2 • 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. LA STATE OF WASH INGTON GIST. R AP TECT ELI CER IBSON A E NO. 538 \\N. \ ART WORK -- DISPLAY AREA •v10 ,. te4.4 040-0' '�t',�'`r.a���►i<►=i`ii�i�i:i'w O+�'•'�'►:OoG��''•s0 ,••,`��_+Onix Ow. iiiii potoi►� • ;' f" ?• �y��� ".i�iaI.*tl5t�,r',Is4jt�,>>� :'v 419.4 f'''ig !'1.3"J f'%wt>!e.!f,1+44 ......r.+i Vii.a" n t ., y t ,. "1iv♦\ • %n •i,1/v�;jCry t: ,0 eO .`. YARD WASTE PROCESSING AREA • �.; • ..::;• • • ,, +t'T.`;�•.+ ii::?,� tee;`=ec;.,." �;-�",,,:.s.`^•._`,1`_�'+J�(:: • 4-4,,;,.,4,`..�. r=te; TRAILER YARD. • • a hyo+•:..:`-. ~,•.,`� :`'.a»"•.;;�•' .. � e.,� •4;0' 4���t v4 .•w. r.♦ �+A+V<4• �1i •iso•+� ^• ....`•,'",.. . -mak •-• �..-`.,.. -"N.44,..'"`•>1. ''''''''',.;`,,,:44',- 4.'`'‘,4 ;'" 4n. •1"4,47...........4, .......: '''SZ.;:::::-`, s;:.... 7::'4...„. ,.'...i44* Y... e FUELING FACILITY DESIGNED LG/EM DRAWN D 6/10/10 CC EG FINAL ISSUED FOR CITY OF TUKWILA PERMITS EM C 1/8/10 CC EG MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION 1/8/10 CC EG. RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS VERIFY SCALE B BAR IS ONE INCH ON ANSI "D" DRAWING A 7/31/09 CC EG ISSUED FOR CITY OF TUKWILA PERMITS REV DATE CHK'D APP'D REVISION DESCRIPTION 0 1" / r / PLAN vvvvvvvvvv- vvvvvv - vvvv -•-. vvvvvvv AV -W.4 v Mtn .i it .!•:frrii �y fir. � 1 d?'.. OVERALL LANDSCAPE PLAN SCALE: 1 " = 50' King County Department of Natural Resources and Parks Solid Waste Division .- Iirytyr.Nli9,- I{iK,y.�rf 50 1 "=50'-0" KPG 753 9th Avenue N Seattle, WA 98109 (206) 286-1640 www.kpg.com 1117 Broadway Suite 501 Tacoma, WA 98402 (253) 627-0720 50 Scale Feet 100 RECEIVED CITY OF TUKWILA APR 0 9 201 PERMIT CENTER LANDSCAPED AREAS WITHIN BOUNDARY TO RECEIVE TEMPORARY IRRIGATION, SEE SHEETS L121—L125. REVIEWED FOR CODE COMPLIANCE APPROVED APR 17 2013 City of Tukwila BUILDING DIVISION' 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 OVERALL LANDSCAPE PLAN PROJECT NUMBER: C00405C09 SHT. OF: 437 619 DRAWING NUMBER: L100 LL MATH LINE SEE SHEE, 1 t� t »•j 1 WSDOT SCRE (BY OTHERS L102_LSPLAN2.dw `o%♦_ .114 inellrAk 0.411. ",!1.7050,1, D •Q �tii A -lir i�1 7444111-1111 Ala 111110k • alui ‘11 I Wilrelti 18: 11 11111111 1:11L, ' �;,�� ► 111_ i'ixyrk� 444911841111,114)(r4401_ 1\tiS.21ral -",;14 1 .! tit 11110-c **0-41,040. 1111.44411 (1.40 �. ®�/� `ate....►-"'� , � Iftta,41) 100110 ..ek,(...k tiro. 44.......„, c:::: dankot law 7 4*. 10.14 ps., 4., 4. 4,„..A.1,441Tm 4.,„4:47.. :4 4:41"--4143:11 Len,,ro�O400 ak AL* : k°4,""' " ' '°- A LN'' 4:Cr 14:- -4er it143.1"?'"IP.i P: 4"./..g6Willffillv ‘ is)4„At 7111)** , 4I, '''.7—.....rwtygrak 6%-,solOr ..4 -`?-1 A , : r wy :4 ti : - #:). : , • , ir. . , ..,%%; : vl: ____: :.: 4111 I r Gjxv hilt v,; '�;vtp At4 ,(1" IC 0 AyAmprakyAv 47AVAYAigiiiiiilen041) 41Vee'W o 1 a bff 1 k ATATCIATAVATATA ,r'oi:!� viii TATA'I�:�'.�TI►T'�'�+,•��' *!►*®Itt�` TAW 'ii oe � •or � ♦�11Ti1�#W''�r,�T�T`ITSTAI �� •+, t _ 111 A li ATATATATATATATAVAVAtelr .T VATATATAY YATAYAVal AI Al ♦♦♦♦♦♦♦♦♦♦♦' `Pri L TATA AYAVAY VAVAVATATATATATAT p ♦TATATATITATTs , . Ai 2 rte` it 1 * 'IterAlaTegrallasy AVON VAT Await W fo r , ®II'V Airli.y�.r. REVIEWED FOR CODE COMPLIANCE CODE KEY MAP PLAN LANDSCAPE PLAN APR 17 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 0 9 201 PERMIT CENTER. CALL 2 DAYS BEFORE YOU DIG 1-800-424-5555 SEE SHEET L106 FOR PLANTING SCHEDULE AND DETAILS STATE OF (1.- WASHINGTON rWASHINGTON REGISTERED S PE AR ; ITECT DESIGNED LG/EM DRAWN D 6/10/10 cc EG EM 1/8/10 CC EG H GON TE 0. 538 VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1. B A REV 1/8/10 CC EG FINAL ISSUED FOR CITY OF TUKWILA PERMITS MODIFICATIONS SUBSEQUENT TO' PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS 7/31/09 DATE CC EG ISSUED FOR CITY OF TUKWILA PERMITS CHK'D APP'D REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division BOW MPG 753 9th Avenue N Seattle, WA 98109 (206) 286-1640 www.kpg.com 1117 Broadway Suite 501 Tacoma, WA 98402 (253) 627-0720 LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT LANDSCAPE PLAN PROJECT NUMBER: C00405C09 SHT. OF: 439 619 too DRAWING NUMBER: L102 V.. ren. -ten CONSTRUCTION NOTES O1 INSTALL ISLAND CONCRETE PAD. SEE ISLAND CONCRETE PAD LAYOUT, SHEET L107. INSTALL. CONCRETE SIDEWALK, SEE DETAILS ON CIVIL PLANS. YARD WASTE PROCESSING AREA RECYCLE PROCESSING AREA REVIEWED FOR CODE COMPLIANCE APPROVED APR 17 2013 0, H W 0239.2 - RWBECK BOW E PLAN LANDSCAPE PLAN CALL 2 DAYS BEFORE YOU DIG 1-800-424-5555 EE SHEET L106 FOR PLANTING SCHEDULE AND DETAILS CI a STATE OF WASHINGTON REG .TERER CEA" VERIFY SCALE BAR IS ONE INCH ON ANSI "0" DRAWING 0 1" FINAL ISSUED FOR CITY OF TUKWILA PERMITS MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS ISSUED FOR CITY OF TUKWILA PERMITS REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT 753 9th Avenue N Seattle, WA 98109 (206) 286-1640 www.kpg,com 1117 Broadway Suite 501 Tacoma, WA 98402 (253) 627-0720 C/) E -- Liu -W CL LL O CJ L1C 0. I.L.. LU LL CONSTRUCTION NOTES 04 INSTALL BIKE RACKS, SEE BIKE RACK INSTALLATION LAYOUT ON SHEET L107. O. 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. GRAVEL SURFACE, SEE CIVIL PLANS 0 00 0 T 0) STATE OF WASHINGTON REG ISTERED LA, ►S APE HITECT ELIZTH IBSON CERTI ATE h 0. 538 DESIGNED LG/EM PLAN LANDSCAPE PLAN DRAWN EM 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" B 1/8/10 CC EG RESPONSE TO CITY OF TUKWILA CORRECTION LEITERS A 7/31/09 CC EG ISSUED FOR CITY OF TUKWILA PERMITS REV DATE CHK'D APP'D REVISION DESCRIPTION .4 20 Scale 0 20 40 Feet 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 REVIEWED FOR CODE COMPLIANCE APPROVED APR 17 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 0 9 .2013 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 bvi5tt.0 PROJECT NUMBER: C00405C09 SHT. OF: 441 619 DRAWING NUMBER: L104 RWBECK BOW LAKE TS PHASE II\PH2_F. CD PHASES\3. LAND \L_L106_LSSCHE_DETLdwg PLANT SCHEDULE AND LANDSCAPE LEGEND SYMBOL BOTANICAL NAME/ COMMON NAME SIZE QTY REMARKS DECIDUOUS TREES CI T1 ACER CIRCINATUM/ VINE MAPLE 7'-8' HT. 6 B&B 3-5 CANES MIN. T2 BETULA JACQUEMONTII/:,JACQUEMONTII BIRCH 2,, CAL. 10'-12' HT 65 B&B 3-5 CANES MIN, 0 T3 CERCIS OCCIDENTALIS/ WESTERN REDBUD 7'-8' HT. 7 B&B WELL -BRANCHED T4 FRAXINUS OXYCARPA/ RAYWOOD ASH 2" CAL. 10'-12' HT 5 B&B WELL -BRANCHED T5 MAGNOLIA 'GALAXY'/ GALAXY MAGNOLIA . 2" CAL. 10-12 HT 2 B&B WELL -BRANCHED 11111 014 VO. T6 PRUNUS SARGENTII 'COLUMNARIS'/ COLUMNAR SARGENT FLOWERING CHERRY 2"CAL. 10'-12' HT 27 B&B WELL -BRANCHED 0 T7 PRUNUS SERRULATA 'SHIROTAE'/ � MT. FUJI CHERRY 2" CAL. � 10'-12 HT B&B WELL -BRANCHED T8 ZELKOVA SERRATA 'MUSASHINO'/ MUSASHINO ZELKOVA 2" CAL. 10'-12' HT 14 B&B WELL -BRANCHED EVERGREEN TREES firt, Ae lllQj + = 0 %tie 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 T11 CALOCEDRUS DECURRENS/ INCENSE CEDAR 6'-7' HT. 9 B&B WELL -BRANCHED 0 T12 ERVIRENS/ CUPRITALIAESSN CYUSPEsP 6'-7' HT. 14 B&B WELL -BRANCHED SHRUBS (D S1 EUONYMUS ALATA/ BURNING BUSH 18"-24" HT. 11 CONT. FULL AND BUSHY O 0 0 0 ;t: 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 ® (Q O • O 0 x0 S7 ABELIA 'ROSE CREEK'/ ROSE CREEK ABELIA 15"-18" HT. 284 CONT. FULL AND BUSHY S8 CISTUS X HYBRIDUS/ WHITE ROCKROSE 15"-18" HT. gall 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. CONT. FULL AND BUSHY 511 SYRINGA MEYER' '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 ARCTOSTAPHYLOS 'UVA-URSI'/ •�'�01 woo G1 KINNIKINNICK 1 GALLON CONT 1,195 30" OC TRI. SP TYP. G2 EUONYMUS FORTUNEI 'COLORATUS'/ WINTERCREEPER EUONYMUS 1 GALLON CONT 3,103 30" OC TRI SP TYP. c4Or4 �.�.�,,� kLIIN G3 FRAGARIA 'LIPSTICK'/ LIPSTICK STRAWBERRY. 1 GALLON CONT 1,270 30" OC TRI. SP TYP. G4SUNROSE HELIANTHEMUM NUMMULARIUM/ 1 GALLON CONT 1,315 30" OC TRI. SP TYP. p p D ,'++++ +'' G5 IBERIS SEMPERVIRENS/ EVERGREEN CANDYTUFT 1 GALLON CONT 540 30" OC TRI. SP TYP. G630" PRUNUS LAUROCERASUS 'MOUNT VERNON'/DWARF ENGLISH LAUREL 1 GALLON CONT 195 OC TRI. SP TYP. Daum SEEDING G7 DROUGHT TOLERANT GRASS SEED TYPE 1 840 SF 1!11 G8 DROUGHT TOLERANT GRASS SEED TYPE 2 5,985 SF 'rATATAY""A' RIVER ROCK ACCESS STATE OF WASH INGTON RE ISTERED LA ! C AR ECT I ': H CERTI ` ' TE ON 538 11111111. BENCH TREE GRATE /B\ A3 CONCRETE SIDEWALK z 440111146;;;= /71 RECOMPACTED SUBGRADE PLAN 2X MIN 0 ROOT BALL 5' 2"X10"X3'WOOD PANEL EYEBOLTS (TYP.) 10 GA GALVANIZED WIRE WITH 1/2"0 RUBBER HOSE, TURNBUCKLE & EYEBOLTS SEE TREE GRATE INSTALLATION DETAIL ON SHEET L108 CENTER TREE IN PIT 2" PEA GRAVEL LAYER REMOVE BURLAP Sc 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" 1/32 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 PREVAILING WIND PLAN FINISH GRADE I)=III= PLASTIC TREE TIES TREE STAKE ROOT BALL TRUNK TREE STAKE 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 3x MINIMUM ROOT BALL DIAMETER 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 REMOVE BURLAP & TWINE -J CO 0 0 CC ri ri J ' , J) J J V a1 I R I j'?\/.\/V/5.\' .\ S /� A r, GENERAL LANDSCAPE NOTES ALL NEW PLANTINGS SHALL RECEIVE 6" DEPTH OF IMPORTED TOPSOIL AND 3" COMPOSTED MULCH. 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 TREE STAKE ROOT BALL TRUNK TREE STAKE PLAN PLASTIC TREE TIE 2" DIA. WOOD TREE STAKE 6'-0' MIN. t 5'-0" COMPOSTED MULCH LAYER, KEEP AWAY FROM TREE TRUNK 3" WATER BASIN BALL DEPTH II-III���I N OTE: 3X MIN DIA. ROOTBALL FINISH GRADE SCARIFY SIDES AND BOTTOM OF PLANTING PIT TO ALLOW ROOT PENETRATION IMPORTED TOPSOIL RECOMPACTED NATIVE SOIL 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 REVIEWED FOR CODE COMPLIANCE APPROVED APR 17 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 0 9 201 PERMIT CENTER DESIGNED LG/EM DRAWN EM 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" B 1/8/10 CC EG RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS A REV 7/31/09 DATE CC CHK'D EG APP'D ISSUED FOR CITY OF TUKWILA PERMITS REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division KLPQ 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 PLANT SCHEDULE AND DETAILS D13�1�0 PROJECT NUMBER: C00405C09 SHT. OF: 443 619 DRAWING NUMBER: L106 dC Z Li- 1:15pm — P:\0239.2 — RWBECK BOW LAKE TS PHASE II\PH2_F. CD PHASES\3. LAND\L_L107_LSDETL.dwq emily Jun 08, 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 STATE OF(1 WASHINGTON RE STERED LA : 'SCE AECT LIZA: H GI:;'aN CERTIF ' TE NO. 538 DESIGNED LG/EM TYPE 2 BIKE RACK INSTALLATION LAYOUT NTS N OTE: 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. 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. DRAWN EM 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 VERIFY SCALE BAR IS ONE INCH ON A 7/31/09 ANSI "D" DRAWING 0 1" REV . DATE CC EG RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS CC EG ISSUED FOR CITY OF TUKWILA PERMITS CHK'D APP'D REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid. Waste Division SEATING AREA LAYOUT NTS 6" THICK CONCRETE PAD, SEE DETAIL 3, SHEET L108 MPG', 753 9th Avenue N Seattle, WA 98109 (206) 286-1640 www.kpg.com 1117 Broadway Suite 501 Tacoma, WA 98402 (253) 627-0720 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 bu uo BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT LANDSCAPE DETAILS REVIEWED FOR CODE COMPLIANCE APPROVED APR 17 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 0 9 2013 PERMIT CENTER PROJECT NUMBER: C00405C09 SHT. OF: 444 DRAWING NUMBER: L107 FINAL ISSUED FOR CITY OF TUKWILA PERMITS CONSTRUCTION NOTES 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. 4. 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 L122_(RPLAN2.dwg REVIEWED FOR CODE COMPLIANCE APPROVED APR 17 2013 RECEIVED CITY OF TUKWILA BOW LAKE TS PHASE TRAILER YARD APR 092013 PERMIT CENTER CALL 2 DAYS BEFORE YOU DIG 1-800-424-5555 IRRIGATION PLAN 20 1 Scale. SEE SHEET L125 FOR IRRIGATION SCHEDULE, DETAILS AND GENERAL IRRIGATION NOTES 0 DESIGNED LG/EM c STATE OF WASHINGTON R ISTERE D % AP ► AR ITECT ELIZH GIBS CERTI TE NO. VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" D 6/10/10 C 1/8/10 B 1/8/10 A 7/31/09 FINAL ISSUED FOR CITY OF TUKWILA PERMITS MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS ISSUED FOR CITY OF TUKWILA PERMITS REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT PROJECT NUMBER: C00405C09 753 9th Avenue N Seattle, WA 98109 (206) 286-1640 www.kpg.com 1117 Broadway Suite 501 Tacoma, WA 98402 (253) 627-0720 IRRIGATION PLAN SHT. OF: 447 DRAWING NUMBER: 2010 2:06pm — P:\0239.2 — RWBECK BOW LAKE TS PHASE II\PH2_F. CD PHASES\3. LAND \L_L125_IRDETL.dwg IRRIGATION LEGEND SYMBOL MANUFACTURER MODEL NO. DESCRIPTION POINT OF CONNECTION EQUIPMENT, SEE DETAILS THIS SHEET. POC D4 FEBCO 850 1 1/2" DOUBLE CHECK VALVE. • LEGEND T-401 1 1/2" BRASS SHUTOFF VALVE V CO 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. 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. LOCATIONS OF IRRIGATION MAINLINE, SLEEVING AND QUICK COUPLERS INDICATED ON DRAWINGS ARE SCHEMATIC ONLY. ADJUST LOCATIONS AS NECESSARY. IRRIGATION MAIN LINE IRRIGATION MAINLINE LOCATION IS DIAGRAMMATIC. LINE SHALL BE PLACED IN PLANTING AREAS WHERE EVER POSSIBLE. POC VALVE BOX DOUBLE CHECK VALVE PRESSURE REDUCING VALVE (IF REQUIRED) SHUT OFF VALVE, INSTALL IN SEPARATE VALVE BOX, PER DETAIL THIS SHEET TO DOMESTIC WATER SUPPLY MAIN 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 STATE OF WASH INGTON EG 1ST -ED CAP A • HIT ECT i `, 'ELI /' BET ! IBSON CERT FICATE NO. 538 DESIGNED LG/EM MAIN LINE E 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, ALL EQUIPMENT SHALL BE AS SPECIFIED OR APPROVED EQUAL BY THE HIGHLINE WATER DISTRICT. 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. 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 DRAWN EM 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" 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 ALL FITTINGS PVC PVC 24" MIN COVER -III QUICK COUPLER VALVE SIDE ELEVATION NAP ,0004 (40 1 FINISH GRADE VALVE BOX (10" ROUND) QUICK COUPLER (2) STAINLESS STEEL CLAMPS TO STAKE SCHED. 80 PVC NIPPLE 3' #4 REBAR STAKE SECTION THROUGH MAIN LINE QUICK COUPLER DETAIL NTS COPPER BACK TO 4" DI. DOMESTIC WATER SUPPLY LINE QUICK COUPLER ON BRASS NIPPLE AND TEE FINISH GRADE 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. SII PVC IRRIGATION MAIN King County Department of Natural Resources and Parks Solid Waste Division as 0 • •0 . 0cO00O •0 •o O 0 00 ' 0.o : • ° • . • • .• . o ... 000.00 0o0 °0O! o•. o OoDe 00 °$ ° ........,;00 •O•. °•°.°• 0 0 . . 0 . l i-1 I I-1 I I-1 11- 1-111-71II_I I I- IE.PG 753 9th Avenue N Seattle, WA 98109 (206) 286-1640 www•kpg.com 1117 Broadway Suite 501 Tacoma, WA 98402 (253) 627-0720 0 ° • o. o ° a. ••• 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 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. CODE COMPLIANCE APPROVED APR 17 2013 • City of Tukwila BUILDING DIVISION BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT IRRIGATION DETAILS RECEIVED CITY OF TUKWILA APR 0 9.2013 PERMIT CENTER PROJECT NUMBER: C00405C09 SHT. OF: 450 619 DRAWING NUMBER: L125 F c w 0 u_ Bow . Lake TR C REFLECTEDCEILING - LIGHTING RECYCLING BUILDING REFER TO SITE PLAN E031 FOR CONTINUATION �`. W TRANSFORMER 'XS' PANEL '2S1' it LY . I 2S1E6. i I 2S1-1,3. .tt..t,,fi I. t?Ita{ 0,11 8 10 NMI MI 1111111111111111411101110 +48 W z/ FLOOR PLAN - POWER & SIGNAL RECYCLING BUILDING 2 1 f 4"=1'-0" Scale 0 Feet +48" 3• �W 0 NIB EMI =MINIIMINENS 11111 ISM 1101111001110111111 11101011111111011111E 10 Feet SHEET <EY\ O.TES MOUNT PHOTOCELL ON ROOF FACING NORTH CLEAR OF ARTIFICIAL LIGHT AND OBSTACLES. PHOTOCELL TO CONTROL ALL TYPE 'SH' LUMINAIRES. REVIEWED FOR CODE COMPLIANCE APPROVED APR ° 17 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 0 9.2013 PERMIT CENTER 1. -Rf f -474=5555 4R Hnl IRS RFFORF YC)l1 nlr DESIGNED DRAWN JD MH 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 0 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 AP'P'D REVISION DESCRIPTION ling County Department of. Natural Resources and Parks Solid Waste Division 01 'N TER FACE ENG I.NEERIN Consulting Engineers 1417 1417 4th Ave. Suite 600 Seattle, WA 98101 206.382.0200 OFFICE 206.382.0202 FAx . Contact Nick Rich Project 2007-0185 BOW LAKE ` RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT RECYCLING BUILDING FLOOR PLANS- ELECTRICAL PROJECT NUMBER: C00405C09 SHY. OF: 613 .619 DRAWING NUMBER: E401 �_ i��,... w.. ww.�.�. �w�ww a w 1 w. wt- n /n /nnw A n_ •fn A111 - nV P►nl�i•.Inr-nr, Al 1' IQ/11.1 A I 1 I , sH+1 • i ;L1 IK. �[IP'�' _rte _...._ �' e��)� S r � 251, 9. ► �.... )off J� w3_ . i _ _ x^.._ - ._..�...-_ _.._......, ,.. .___ «._t,._«. .«. __. ._ _ - _._. _., _.._... d.- _,- .. �. «-._ _«_._. --, .w. _._ _._,� _ .._.... .:_w_ .� «. _.«. ..« ___._ .,.. _...... —_«_ ,.„... J: .,......,,.. _. C REFLECTEDCEILING - LIGHTING RECYCLING BUILDING REFER TO SITE PLAN E031 FOR CONTINUATION �`. W TRANSFORMER 'XS' PANEL '2S1' it LY . I 2S1E6. i I 2S1-1,3. .tt..t,,fi I. t?Ita{ 0,11 8 10 NMI MI 1111111111111111411101110 +48 W z/ FLOOR PLAN - POWER & SIGNAL RECYCLING BUILDING 2 1 f 4"=1'-0" Scale 0 Feet +48" 3• �W 0 NIB EMI =MINIIMINENS 11111 ISM 1101111001110111111 11101011111111011111E 10 Feet SHEET <EY\ O.TES MOUNT PHOTOCELL ON ROOF FACING NORTH CLEAR OF ARTIFICIAL LIGHT AND OBSTACLES. PHOTOCELL TO CONTROL ALL TYPE 'SH' LUMINAIRES. REVIEWED FOR CODE COMPLIANCE APPROVED APR ° 17 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 0 9.2013 PERMIT CENTER 1. -Rf f -474=5555 4R Hnl IRS RFFORF YC)l1 nlr DESIGNED DRAWN JD MH 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 0 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 AP'P'D REVISION DESCRIPTION ling County Department of. Natural Resources and Parks Solid Waste Division 01 'N TER FACE ENG I.NEERIN Consulting Engineers 1417 1417 4th Ave. Suite 600 Seattle, WA 98101 206.382.0200 OFFICE 206.382.0202 FAx . Contact Nick Rich Project 2007-0185 BOW LAKE ` RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT RECYCLING BUILDING FLOOR PLANS- ELECTRICAL PROJECT NUMBER: C00405C09 SHY. OF: 613 .619 DRAWING NUMBER: E401 �_ i��,... w.. ww.�.�. �w�ww a w 1 w. wt- n /n /nnw A n_ •fn A111 - nV P►nl�i•.Inr-nr, Al 1' IQ/11.1 A