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HomeMy WebLinkAboutPermit D16-0322 - BOEING #9-101 - AIR HANDLING UNIT SUPPORT STRUCTUREBOEING #9-101 9725 E MARGINAL WAY S D16-0322 Parcel No: Address: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 0003400018 9725 E MARGINAL WAY S BLDG 9-101 Project Name: BOEING #9-101 Permit Number: D16-0322 Issue Date: 12/22/2016 Permit Expires On: 6/20/2017 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: BOEING COMPANY THE PO BOX 3707 M/C 20-00 PROPERTY TAX DEPT, SEATTLE, WA, 98124 JOHN S MURDOCH PO BOX 3707 MC 46-88 , SEATTLE, WA, 98124 BOEING COMPANY, THE 100 N RIVERSIDE, M/C 5003-4027 , CHICAGO, IL, 60606-1596 BOEINC*294ML BOEING COMPANY THE Address: PO BOX 3707 M/C 20-00 PROPERTY TAX DEPT, SEATTLE, WA, 98124 Phone: (253) 740-0214 Phone: (312) 544-2535 Expiration Date: 1/18/2017 DESCRIPTION OF WORK: RECONSTRUCT SUPPORT STRUCTURE FOR AIR HANDLING UNIT. A/C UNIT UNDER SEPARATE PERMIT. JOB WAS COMPLETED DUE TO MISUNDERSTANDING OF SCOPE OF WORK. SPECIAL INSPECTIONS WERE COMPLETED. Project Valuation: $187,950.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: IIB Electrical Service Provided by: TUKWILA Fees Collected: $3,845.82 Occupancy per IBC: F-2 Water District: TUKWILA Sewer District: VALLEY VIEW,TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Volumes: Cut: 0 Fill: 0 Landscape Irrigation: Sanitary Side Sewer: Number: 0 Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: No �J� Pq Permit Center Authorized Signature: at iti / i Date: I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local .ws reg lating construction or the performance of work. I am authorized to sign and obtain this developm: t •ermit1 d agree to the conditions attached to this permit. a Signatu �, ► 1 ieQ'6 e (�2Jt Print Nam-: �'.u� . VV\"d Date This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***BUILDING PERMIT CONDITIONS*** 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: The special inspections and verifications for concrete construction shall be as required by IBC Chapter 17, Table 1705.3. 5: 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. 6: Installation of high-strength bolts shall be periodically inspected in accordance with AISC specifications. 7: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. 8: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 9: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 10: 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. 11: 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" (3A, 40B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 12: Maintain fire extinguisher coverage throughout. 16: Fire protection systems shall be maintained in accordance with the original installation standards for that system. Required systems shall be extended, altered or augmented as necessary to maintain and continue protection whenever the building is altered, remodeled or added to. Alterations to fire protection systems shall be done in accordance with applicable standards. (IFC 901.4)(EXTEND SPRINKLER PROTECTION TO BENEATH THE PLATFORM.) 14: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 13: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2436). 18: 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 #2437) 17: 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 #2437) (IFC 901.2) 15: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 19: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 20: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 1400 FIRE FINAL 0409 FRAMING 4046 SI-EPDXY/EXP CONC 4028 SI-REINF STEEL-WELD 4026 SI-STRUCT STEEL CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TulcwilaWA.gov Building Permit No. b10- 0 3)-2-, Project No. Date Application Accepted: 1(�)-)'` i �Q Date Application Expires: 17 (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 King Co Assessor's Tax No.: Site Address: 9725 East Marginal Way So Tenant Name: The Boeing Company Suite Number: 9-101 Floor: PROPERTY OWNER Name: The Boeing Company - John S. Murdoch Address: P.O. Box 3707 M/C 46-88 City: Seattle State: WA zip: 98124 CONTACT PERSON — person receiving all project communication Name: John S. Murdoch - The Boeing Company Address: P.O. Box 3707 M/C 46-88 City: Seattle State: WA zip: 98124 Phone: (253) 740-0214 Fax: Email: john.s.murdoch@boeing.com GENERAL CONTRACTOR INFORMATION Company Name: Boeing Company - John S. Murdoch Address: P.O. Box 3707 M/C 46-88 City: Seattle State: Zip: Phone: (253) 740-0214 Fax: Contr Reg No.: BOEINC*294ML Exp Date: 01/18/2017 Tukwila Business License No.: H:\Applications\Forms-Applications On Line \201 1 Applicntions\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh New Tenant: ❑ Yes 1 ..No ARCHITECT OF RECORD Company Name: EISI Consulting Engineers Engineer Name: Kerry L Complita Company Name: City: Seattle State: WA zip: 98119 Phone: (206) 284-1181 Fax: Architect Name: Address: City: State: Zip: Phone: Fax: Email: ENGINEER OF RECORD Company Name: EISI Consulting Engineers Engineer Name: Kerry L Complita Address: 1900. E Emerson Place Suite #200 City: Seattle State: WA zip: 98119 Phone: (206) 284-1181 Fax: Email: kerry@eisi-engrs.com LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: The Boeing Company - John S. Murdoch Address: P.O. Box 3707 M/C 46-88 City: Seattle State: WA zip: 98124 Page 1 of 4 BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ 187,950 Describe the scope of work (please provide detailed information): Reconstruct Support Structure for Air Handling Unit. A/C unit under separate Permit. job way eootocefd doe -6 M/SoHotw 5rANDiNb oa gcoPC of' IuWWls. yperet 3.149'ec ► ioW5 eikone maPterell Existing Building Valuation: $ 100,000,000 Will there be new rack storage? ❑ Yes m.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 Yes m No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: m Sprinklers Automatic Fire Alarm 0 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 0 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\Foms-Applications On Line \2011 Applications\Pemtit Application Revised - 8.9.11.docx Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC lst Floor 713,829 1,000 II -B B / F 2nd Floor 296,460 -.°"1/ f/, iiigee28,401 Floors thru 2tISMOttb' i Ogitia, 50,910 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: Compact: Handicap: Will there be a change in use? 0 Yes m No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: m Sprinklers Automatic Fire Alarm 0 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 0 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\Foms-Applications On Line \2011 Applications\Pemtit Application Revised - 8.9.11.docx Revised: August 2011 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 ' RJURY sY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OIf.e : A IZE t A • ENT: / Signature: �e/i r l ae�I/6 " / Date: 11/4/2016 Print Nam:�John S. M doth -The Boeing Company Day Telephone: (253) 740-0214 Mailing Address: P.O. Box 3707 M/C 46-88 H:\Applications\For s -Applications On Line \2011 ApplicationsTcrmit Application Revised - 8-9-11.docx Revised: August 2011 bh Seattle WA 98124 City State Zip Page 4 of 4 PUBLIC WORKS PERMIT INFORMATION — 206-433-0179 Scope of Work (please provide detailed information): D.N.A. Call before you Dig: 811 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 O ...Sewer Availability Provided ❑ .. Renton ❑ .. Seattle Septic System: ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑ ...Bond 0 .. Insurance 0 .. Easement(s) ❑ .. Maintenance Agreement(s) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance 0 ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way ❑ ...Total Cut ❑ ...Total Fill cubic yards cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control 0 ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑. ❑. ❑. ❑. ❑...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) ❑ .. Right-of-way Use - Profit for less than 72 hours 0 .. Right-of-way Use — Potential Disturbance 0 .. Work in Flood Zone ❑ .. Storm Drainage . Abandon Septic Tank . Curb Cut . Pavement Cut . Looped Fire Line ❑ ...Permanent Water Meter Size... ❑ ...Temporary Water Meter Size .. ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public 0 ❑ ...Water Main Extension Public 0 0 .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding WO # WO# WO # ❑ ...Deduct Water Meter Size Private 0 Private 0 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: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip H:\Applications\Forns-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 3 of 4 Cash Register Receipt City of Tukwila Receipt Number R9906 DESCRIPTIONS I ACCOUNT QUANTITY PermitTRAK PAID $3,845.82 D16-0322 Address: 9725 E MARGINAL WAY 5 BLDG 9-101 Apn: 0003400018 $3,845.82 DEVELOPMENT $3,732.84 PERMIT FEE R000.322.100.00.00 0.00 $2,259.60 PLAN CHECK FEE - R000.345.830.00.00 0.00 $1,468.74 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $112.98 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R9906 R000.322.900.04.00 0.00 $112.98 $3,845.82 Date Paid: Tuesday, November 22, 2016 Paid By: JOHN MURDOCH Pay Method: CREDIT CARD 075344 Printed: Tuesday, November 22, 2016 3:29 PM 1 of 1 CSYSTEMS INSPECTION RECORD Retain a copy with permit INSION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION b16 - ©aZ 2 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: 6//i 9-/O/ Tye.c., of Inspection: tW}iLI''�- FZ %L Address: q72 — oleidefL tif71 S Date Called: Special Instructions: Date Wante : / 10l/7 a:m._ m. Request r: / Phone No: 2G —48-- go's-7 4Approved per applicable codes. 0 -Corrections required prior to approval. COMMENTS: Inspector: Date: lei/ 7 REINSPECTION FEE REQUIRED. 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) 438-9350 Project: BOOJ.c - '-la/ Typof Inspection: both; ILA L A(4dress: / 72S �^ AAai /4L G✓J S Date Called: Special Instructions: Date Want % 20 ) 7 a,m. p.m. Reques r:, y plA-a)or Phone No: 24Cit Lt3 7 qog? Approved per applicable codes. K Corrections required prior to approval. COMMENTS: 'ree befT" Li Inspector: /4111.1 Date: /2c/t 7 REINSPECTION FEE REQUIRED. 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) 438-9350 Project: &E/ - 9 0 l0 / Ty e of Inspection: L 1011 -/Ai-- <14--L, Ppidress: ,,/�, e,M€e/ArAc wY S Date Called: Special Instructions: Date Wanted: )�f/ " 7 Requester; / f�N Phone No: EDApproved per applicable codes. Corrections required prior to approval. COMMENTS: Cie+aIC.itb ak? eriVreACreeS Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Es"--JLa Boeing Building 9-101 Replace Air Handling Unit AC -2 Boeing Project No:. 28706 Support and Access Structural Calculations for .. The Boeing Company by EISI, Consulting Engineers October 23, 2015 bII 03Z2 REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 9 2016 City of ila BUILDINGTDIVIS ION RECEIVED CITY OF TUKWILA NOV 2 2 2016 PERMIT CENTER „5' consulting engineers 1900 W Emerson Place #200 Seattle, WA 98119 Phone (206) 284-1181 • FAX (206) 284-1236 Job No, /4 `4;2 5 Sheet / Of Client: 674)6%h,9 Project: 9- /0/ #i/,4C A:2e, l etviz t .6 Subject: ///Vow. {?/a/�tvaj° ,�u,e'p r;2� By. 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I J ,l W; •:x Le .1'r_ °famb10 J >i-1> r. s:•— e • - r7./ „5' • consulting engineers 1900 W Emerson Place #200 Seattle, WA 98119 Phone (206) 284-1181 • FAX (206) 284-1236 W= 306 f *),Ps 4a h✓,ers Job No./¢ -/#2.5 Sheet FR Of Client: .50 e/i-1.4 AV Project: 9 -/0 / PAGv R'elp/&c ' n -19J2 Z Subject: 5c/67 !- 1-4/'�'%'� By. ��., Date: ./%%5-' so) /1.--7 e`- (4ivereJ V �/�cv GG v'/ ) ./ e / Jc %s /5 . % / i° ,3 �Yi y , ±-,)s f ver/'cc‘ ha11ers are 0, * 5 odserve :ef,,, .Se& pays 1/ fLi e / 4/71-0,r ilea) se 517) /C. 5 v 1le'rr- ai4 o i /I/AG we }9 /nn c} ; ex st, 4/6 ,Z ea/ / _say 6, 25 /- f"f w6 9/ e7‘) SiJ�o lYI.3 M //, 33 ksr j 0, E:le , fo / fo rni was' 0/,e 741-' 7, 3 3 6e/,01-7-2en6 _/oac/. k /eci tin L A e e: 26 „5' consulting engineers 1900 W Emerson Place #200 Seattle, WA 98119 Phone (206) 284-1181 • FAX (206) 284-1236 Job No./4-/4.2.5 Sheet 9 Of Client: HOelit� Project: 9-/0/ ,'i"ie I fj/cefry; �rt& Subject: � hh G//"GifS By.. �� Date: 6 2 /, — /..s - Po 6 l c /714 /yl = (3, 59(,200 ' 7a o -/z w/1/55- // Ga, S - „ ./9 3 d 2),c2/71e 76 1.-rnetx 6,, 3 k- F� < '700 7-// adove_ 1 , V K consulting engineers 1900 .W Emerson Place #200 . Seattle, WA 98119 Phone (206) 284-1181. • FAX (206) 284-1236 Job No./x-/42.5 Sheet /O Of Client: D ehh Project: ' /0/ Hi/ii-c 16, 4e,e 27 eh� Subject: liar �rCiir/s. By. /c C Dote: i%0,//5" . . AM°Y//e 76'_, -/z (see rev p9) /,0s z AVoi l , 6e 2)(,q,(//i. 5,3e76. /n.3 766 6o63.1 ) >//,O° ,',0./l, consulting engineers 1900 W Emerson Place #200 Seattle, WA 98119 Phone. (206) 284-1181. • FAX (206) 284-1236 Job No. 4-/¢2.5 Sheet // Of Client: gOc°/r1 Project: 9-/0/ AYWI C , is cehn Ph z Subject: s'istrr/ C ovr /4-4e e<ii BY AvC Date: 1° 20/%$- �i�%S GI //za frii '/ e d /- /41/4 C 6e4/71 6 Are .7&e 7411/2 40-yx)lli.e. �j ,2 ,,sJ fps /, Cao se 7-/ / G%%,der, / (9 4 3' bps G(/p (AP4) (/b/e /3, G J> say -h-- 0,5- (0,4)(2,52(46)w/0 (/ 3 Gc//o /742 T. m'i ! 6,3 ,5',0s1-,;) Gt/7, = 0/3 G/p ,-/MC un,d 4vy116 o,33(8,3/9= 2,74 60/17% a 6 /was (¢) /1 Cho /7/3' oYYi z.,1117/ Z ase . 740 d&c, V/o/i Z-,;--- ' 460 = ,Ma// /gad o, e ,� Ob.se rva l%07-7 , 4 EarthExplorer Thl USGS science for a changing world EarthExplorer Page l /:4 USGS Home Contact USGS Search USGS Page Expires In 1:59:16 Home 1 New System Message Login Register tze3 Feedback Help Search Criteria, 11 Data Sets Additional Criteria Results 1. Enter Search Criteria C To narrow your search area: type in an address or place name, enter coordinates or click the map to define your search area (for advanced map tools,. view the help documentation), and/or choose a date range. . Address/Place Path/Row Feature Circle 9400 East Marginal Way South, Seattle, WA 98108 Show Clear Click on an Address/Place to show the location on the map and add coordinates to the Area of Interest Control. Num Address/Place Latitude Longitude 1 9400 E Marginal Way S, Seattle, WA 98108, USA 47,5178 -122.2974 Coordinates Predefined Area Shapefile KML. Degree/Minute/Second Decimal No coordinates selected. Use Map Add Coordinate Clear Coordinates Date Range Result Options Search from: mm/dd/yyyy • PA to: mm/dd/yyyy Ed Search months:: (all) Data Sets » Additional Criteria » Results » 9 Search Criteria Summary (show)Clear Criteria The up-to-date Google map Is not for purchase or for download; it is to be used as a guide for reference an search purposes only. Accessibility FOIA Privacy Policies and Notices Google Maps API Disclaimer U.S. Department of the Interior U.S. Geological Survey URL: http://earthexplorer.usgs.gov http://earthexplorer.usgs.gov/ tsA goir 10/20/2015 Design Maps Summary Report usGs Design Maps Summary Report User -Specified Input Report Title Boeing 9-101 Building Seismic Tue October 20, 2015 15:49:44 UTC Building Code Reference Document ASCE 7-10 Standard (which utilizes USGS hazard data available In 2008) Site Coordinates 47.51.78°N, 122.2974°W Site Soil Classification. Site ,Class. D. =:'"Stiff Soil" Risk Category I/II/III itsmi .�a ,5000m Page -±-of-2 13 Xi l�i u16 � USGS-Provided Output Ss = 1.513 g Sas '= 1.513 g 51 = 0.573 g SMI = 0.860 g SDs = 1.009 g SDI = 0.573 g • For information on how the SS and Si. values above• -have been:calculated from probabilistic (risk -targeted) and • deterministic ground motions in the direction:of maximum horizontal' response, please retum to the application and ._:select the "2009 NEHRP" building code referencedocu n1ent..:.. ::. • •• • 1.76 1.00 1.44 1.22 1.12 1 0.96 tir 0.20 Vf 0.64 0.49 0.32 0.16 0.00 0.00 MCER Response Spectrum 0.20 0.40 0.00 0.90 1.00 1.20 1.40 1.00 1.20 2.00 Period, T (sec) 1.10 0.99 ' 0.92 0.77 a 0.66 y • 0.55 0.44 0.33 0.22 0.11 0.00 0.00 0.20 For PGAM, T3, Cas, and C11 values, please view the detailed report. Design Response Spectrum 0.40 0.60 0.90 1.00 1.20 1.40 1.00 1.90 Period, T (sec) 2.00 http ://ehp 1 -earthquake. cr.usgs. gov/design.maps/us/summary.php?template... 10/20/2015 "5' consulting engineers 1900 W Emerson Place #200 Seattle, WA 98119 Phone (206) 284-1181 • FAX (206) 284-1236 1 Job No/1•AlRg Sheet /¢ Of Client: go Rine Project: ?-/D/ A,(/Ac Ai %%ce,1 ro e: Subject: 1ce/.64"7 ys /7. 144 . By. X(/C Date: '../2//9//5 Feiss /c` •o r %ola//Orn-� S`iG`ed. y 4 Anchor. 4 is L, (/F-ev, .C) eel /G die. 5Aear ua� II p6AA/ 33 (/1 X 30)(a),/, ps 1) ��dI�TOYm b(1 .5e e f99 6/ 33(8 300 47) 8y �klA (•.°9(111)4 .74)(/b 67-1 0) 11%//' 74 /s Gn c -m N 7eh ,s/cn i 5 54'k = /6 e4, CO , 55 an cho e "5' consulting engineers 1900 .W Emerson Place #200 Seattle, WA 98119 Phone(206) 284-1181 • FAX (206) 284-1236 ge/6n-tic 74-e7 jog , 6*ens, eh pui/o u 4) o ) Job No. /4•/4,z 5 Sheet 15 Of Client: goe/rr Project: 9-/0/ ,%'4c /acpnie,T Sub ject:Auo7 P.4/1 By. , C Date:./2//9'//5 (Rev, 69 an c /-o r 2n s�7rri (ca fr, /led 6 y = 3, / 9, le psesm/c rvm i C T 3/ B 0, 3 (0,4.0) 3, 3 (b ,75) i///Zv & d /e jai/M Zrri ,76)(0 , D) g, !9 4//o ad 6,4 ea r w% 5'e /a/ni'c c rs �. ;7 iik» pg 1 3„ ZS k. (0,75-)6), 4_ 0.1� Vu r. 6. 55 74. 0,98 D,.96 6,56 -P 0.'�� r IOV N < //20. Ave -rill/ #ed 1 Pe Hz' „5' consulting engineers 1900 W Emerson Place #200 Seattle, WA 98119 Phone (206) 284-1181 • FAX (206) 284-1236 Job No,/ -/25 Sheet M Of Client: ,6veiky ” " Project: ?-/G1 /-,444e ,epJacem eh� Subject:a/0//cciar's *P// , rXkiisi2y, BY /ea' Dote //� V/5 IA 6 /2//9//g- ,_ /eco C5� 6,7 @ wa//c wa y cG 071 N, $/de o 1' �- fi 1/4ci @ 2,18' ^ ,z 41- .1/ (*0 50#4r 1-.1'(¢as-5d#4r 2 2 8 E3 = 11/1/5 - (3-:(:/;,)02,) - t i/eh54)-• 5Giy 4 or4eGvk 1/0 1-c un/'t C/o x/6 3 I < _ C'8,4)(z� S /3,S 7,5 ksr k)(4) 8,4 k -t _ /3.5 CioXis,6 (0)(e,gi d/,, 7 5 2217 XS'S' 0151 consulting engineers 1900 W Emerson. Place #200 Seattle, WA 98119 Phone (206) 284-1181 • FAX (206) 284-1236 Job No. /4-1.42 S'Sheet /7 Of Client: j"-t7e;�„ Project: 9-/o/ ,yv�,4-c /C��7/ ,e ce/1rch Subject: ph/4)'rn By: /'C Date:. /07 AA/ew e/a xis-, 3 Girl i/ever, . A/u) corn er 7e -i'' peo sut e aciery so 1k. 60A/Lr 1, V Vy V V it 1,1 6 r1. C1,-; I ;k S 4 > /6 (4'e' 8) IN,4 6 come? ,41 _ I ,(.st C/'v �) .(1/F)(8)2 /9(19 g.b 4 / 9Z -L 8,¢ ' 18.3 k -F6 S /3,,T = 060 = 2.8,3 ks z 8,81) 2/16 ks t (6 ry) CQnOto > /6.3 ks ,, D.k ( Quality Control Traveller Job # 2674 Boeing 9-101 RAHU «< Filter Set »> Page # 1 Property of Precision Iron Works 06-23-16 10:59:40 Filters: Phases: PLFMFR Main Marks: IA , 2A , 3A , 4A , 50A , 51 A , 52A , 53A' 'b 541() , 55A -, 56-A , 57A , 58A , 59A , 5A , 60A , 61A , 62A , 6A , 7A , PLFMFR-I, PLFMFR-2, PLFMFR-3, PLFMFR-4, PL,F4FV, " ' " ' - Ffhish FIT QC DATE WELD QC DATE SHIP Assembly Drawing/Rev Quan Description IA 1A/1 2A 2A/1 3A 3A/I 3A/1 4A/1 150A 1 1 50A/ 1 51 A/1 1 1 1 C 10x15.3 MC 10x8.4 UM 1/2x9 UM 1/2x9 HSS 2x2x.125 CP 1/4x48 P i CP 114x29-3/4 P P P 0.),kkl-i ("b I 152A 52A/1 1 CP 1/4x30 P r2A 3A 52A/1 1 CP 1/4x30 P 53A/1 1 CP 1/4x28 P 3A 53A/I CP 1/4x28 P 54A 54A/1 1 CP 1/4x48 P 54A 54A 55A 54A/1 54A/1 55A/1 1 1 CP 1/4x48 CP 1/4x48 CP 1/4x24-3/4 P P P EVIEI' -ORt DE C IttiPLIANC ;V./Li) DEC 09211s 56A 56A/1 CP 1/4x26-7/16 P 157A 57A/1 1 CP 1/4x45-1/16 P City of Tukwila q o co = ►, , 1NG DIVISION <<� CWI +702033 QC1 EXP. 2/1/2019 RECEIVED All welding and Inspection of the al conforms to the latest edition of AWS D1.1,a f I ah"%�A (SC as well as the most recent drawing revision number Signature NOV 2 2 p This report was generated by FabTrol MRP software. For product information, call (541) 485-4719 or visit www.fabtrol.com PERMIT CENTER bi& 0322 6 f Quality Control Traveller Job # 2674 Boeing 9-101 RAHU Property of Precision Iron Works «< Filter Set »> Page # 2 06-23-16 10:59:40 Finish FIT QC DATE WELD QC DATE SHIP Assembly Drawing/Rev Quan Description 58A 58A/1 1 CP 1/4x45 -1/16„i P vi{ _ , i (14 btrt.4k, 59A 59A/1 1 CP 1/4x45-1/16 P ( 1 5A 5A/1 1 HSS 2x2x.125 P j'” 1 un &;E0 -i 60A 60A/1 1 CP 1/4x29-1/2 P 611,k 6f j ti,—)-- 61A 61A/1 1 CP 1/4x29- I /2 P it ( 62A 62A/1 1 CP 1/4x25-1/4 P�.�+""i I. 6A 6A/1 1 HSS 2x2x.125 P 6(6 0k o 4,4 b-* 6r) 7A 7A/1 1 HSS 2x2x.125 P J ( 0 0 4(}y �. G ,. ; , PLFMFR-1 PLFMFR Field Bolts EB 1/2x5-1/2 N! °LFMFR-1 PLFMFR Field Bolts EB I/2x5-1/2 N • PLFMFR-1 PLFMFR Field Bolts EB 1/2x5-1/2 N PLFMFR-1 PLFMFR Field Bolts EB 1/2x5-1/2 N' PLFMFR-1 PLFMFR Field Bolts EB 1/2x5-1/2 N PLFMFR-1 PLFMFR Field Bolts EB 1/2x5-1/2 N PLFMFR-1 PLFMFR Field Bolts EB 1/2x5-1/2 N PLFMFR-I PLFMFR Field Bolts EB 1/2x5-1/2 N PLFMFR-1 PLFMFR Fi f Id Btlts EB 112x5-1/2 N PLFMFR-1 PLFMFR Field Bolts EB 1/2x5-1/2 N PLFMFR-1 PLFMFR Fi4ld B$lts EB 1/2x5-1/2 i9 N J ® Gorey s Wccicer CWI 07020361 QC1 EXP. 2/1/2019 All welding and Inspection of the e conforms to the latest edition of AWS D1.1, the latest edition of '"ISC as well as the most recent d wing revision number Signature Stamp This report was generated by FabTrol MRP software. For product information, call (541) 485-4719 or visit www.fabtroLcom PERMIT COORD COPY. PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0322 DATE: 11/22/16 PROJECT NAME: BOEING #9-101 SITE ADDRESS: 9725 E MARGINAL WAY S X Original Plan Submittal Response to Correction Letter # Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: M Building Division up 3C) NPt' \l/Tim Public Wbrks Fire Prevention Structural 1q11( t194 Planning�ivision nPermit Coordinator 1 PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 11/24/16 Structural Review Required REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: Approved Corrections Required n Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: 7P-eA Pd;ci DUE DATE: 12/22/16 n REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire ❑ Ping 0 PW 0 Staff Initials: 12/18/2013 BOEING COMPANY, THE Hoene Espanol Contact Safety & Health ' Claims & Insurance Washington State Department of Labor & Industries Search L&I Page 1 of 9 A -Z Index Help My L&1 Workplace Rights Trades & Licensing BOEING COMPANY, THE Owner or tradesperson MCNERNEY, W (JAMES) Principals MCNERNEY, W (JAMES), PRESIDENT LOHR, MICHAEL, SECRETARY WOLTER, CHRISTOPHER, TREASURER (End: 01/16/2015) READ, PAUL, SECRETARY (End: 02/07/2013) SHRONTZ, F A, SECRETARY (End: 02/07/2013) GIVAN, B E, SECRETARY (End: 02/07/2013) KING, C G, SECRETARY (End: 02/07/2013) BEIGHLE, D P, TREASURER (End: 02/07/2013) COLLINS, T J, TREASURER (End: 02/07/2013) BUDINICH, T M, TREASURER (End: 02/07/2013) WOODARD, R B, TREASURER (End: 02/07/2013) CRUZE, D D, TREASURER (End: 02/07/2013) CONDIT, P M, TREASURER (End: 02/07/2013) WA UBI No. 178 005 030 100 N RIVERSIDE M/C 5003-4027 CHICAGO, IL 60606-1596 312-544-2535 Business type Corporation License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. BOEINC*294ML Effective — expiration 07/13/1971— 01/18/2017 Bond FEDERAL INS CO $12,000.00 Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=178005030&LIC=BOEINC*294ML&SAW= 12/12/2016 THEr,ris�d?Yylfi„,;ti a s z"#3� <Y tS,�,�,J.z,u�s. � ,,zst,�„`viP� r ,,?i rel� rlxwu r(r:��r” 'l � }Y{�uti� ��;€�1a; ��Sa JAY rSs its 3 i< t r x {. t) `{ r�f £ i a �€� ✓�iaki't a s{4 t ? r r; >� �� �5��» �€ t;�:vSs s rSYz .� v{ r s 3 t jJ ;v i~? � 7 �zOtt"' `; x 'r}a} � rvfs t y' t`YU�ty�'4,�}�Cr°�'��'s �{ a $ Svv �€�t� �#ii<{�afls���h''i£", # t -.. a „ �s F:Y< s x r �:;� taWd,:�ttrlxi,Sv,:;'a't M��t ��a� x t fa i ' t7 �� k # g srY z 57'�l ��tr � csyatvy x' ;r v�,t. } jYv,�I�',bra' J} q�ss��{'" �i�ir� s is�'a � �ti``� r k t ' i{�� '������`�,Y2 r�''��"'€� ay r i�t#s rz � t'x sY � �, r `t�#'x' t `{ � arms#'�i��i{q"�.^'{pa{ { �j'.� i 4 T � 3�i? xy"2�� ,;Y Y i y�. �{p?ra , A ?-fP c� � ;�z<"#.bt}�f`Y"`f�tyU .:. Y .z r t+.. "..a ���� : irw r n;.h ;; ,v, ry il"x r;:i zvv� {�vz`Y'S4."W �a r ;tV �r�z �; .,r st t y{�Yt uy N,fi1��.$"'{;"'+��;': � �tJ',.�1�'s{+1e'NJ'w��,��v.✓,�t�s•-S'3"?�.ww'a`�ta'A�:i�R,~57fi;�s ��3��fq!xro"a �d'C'ss�'r��,h{U�st`a{itil.��a"��{''sh'.'.�pCOM ANYSUPPORT SERVICES GR UPREPLACE AIR HANDLING UN T A 1M18 BOEING DEVELOPMENTAL CENTER 9725 EAST MARGINAL WAY SOUTH TUKWILA, WASHINGTON 98108 VICINITY MAP SYM PROJECT WORK LOCATION OXBOW PARKING LOT DEVELOPMENTAL CENTER REVISION BY APPROVED NO SCALE DATE SYM CODE SUMMARY TYPE OF APPLICATION: ❑ NEW ❑ ALTERATION ❑ ADDITION PROJECT DESCRIPTION: TENANT IMPROVEMENT REMOVE EXISTING AC UNIT & REPLACE. MODIFY SUPPORT STRUCTURE TO ADD WALKWAY AND ACCESS PLATFORM. 2,0 15 r64-14-his INTERNATIONAL BUILDING CODE & WAC 51-50 INTERNATIONAL MECHANICAL CODE & WAC 51-52 INTERNATIONAL FIRE CODE & WAC 51-54 UNIFORM PLUMBING CODE & WAC 51-56 UNIFORM PLUMBING CODE AMENDMENTS A, B & I & WAC 51-57 2014 NATIONAL ELECTRIC CODE, AMENDMENTS A, B & C & WAC 296-46B-010 WASHINGTON STATE ENERGY CODE WAC 51-11 CURRENT CITY OF TUKWILA ZONING ORDINANCES CONTRACTOR & STATE NUMBER. BOEING PROJECT ENGINEER. PROJECT DESIGNER/ARCHITEC: DOUGLAS CONDIT/EISI PHONE; 206-284-1181 BOEING CONTACT: JOHN MURDOCHPHONE 253-740-0214 FAX NUMBER. 253-657-0858 E—MAIL• 1ohn.s.murdoch@boeinq.com OCCUPANCY GROUP: GROUP B & GROUP F — BUSINESS & MANUFACTURING CONSTRUCTION TYPE. TYPE 1I—B ZONING:ALLOWABLE AREA INCREASE. SPRINKLERED & 60' SET—BACK (NO CHANGES) THE BOEING COMPANY (BOEING *294ML 1/18/2017) OCCUPANT LOAD: (ALLOWABLE) NO CHANGE (TABLE 10—A) OFFICES OCC STORAGE OCC LABORATORY OCC CANOPY OCC OTHER OCC BUILDING HEIGHT: STORIES. 2 FLOOR AREA: (ACTUAL) NO CHANGE BLDG GROSS TUNNEL 1,089,878 SF SQ FT 50,910 SF SQ FT FIRST FLOOR IST FLR MEZZ 2ND FLOOR 2ND FLOOR MEZZ PROJECT AREA 713,829 SF SQ FT 28,401 SF SQ FT 296,460 SF SQ FT 278 SF SQ FT 1000 SF SQ FT (ACTUAL) III FT MEZZANINE ? FIRE PROTECTION: SPRINKLERED SEPARATION (YES) ❑ (NO) THROUGHOUT PER NFPA 13 ? SQ FT 54,794 SF (YES) ❑ (NO) EXTERIOR WALL (NON—BEARING) HOUR RATING EXTTERIOR WALL (BEARING) HOUR RATING INTERIOR WALL (NON—BEARING) HOUR RATING INTERIOR WALL (BEARING) HOUR RATING DEMOUNTABLE PARTITIONS HOUR RATING STRUCTURAL FRAME HOUR RATING FLOOR/CEILINGS HOUR RATING ROOF CONSTRUCTION HOUR RATING SEISMIC DESIGN: ZONE D DESIGN LOADS: (CHAPTER 16) ROOF: LIVE (SNOW) (PSF) FLOOR: OFFICE (PSF) MECH/STOR (PSF) STAIRS (PSF) CONCENTRATED: WIND: EXPOSURE 110 MPH, EXPOSURE C REVISION BY APPROVED DATE ORIGINAL ISSUE 28760 EISI GMM 01.22.16 A RFI 249 28760 EISI GMM 02.17.16 gi__Amff,Erem43 GENERAL NOTES A CONSTRUCTION SET OF DOCUMENTS, REVIEWED AND STAMPED BY THE CITY OF TUKWILA BUILDING DEPARTMENT MUST BE ON SITE DURING CONSTRUCTION. DO NOT PROCEED WITH CONSTRUCTION WITHOUT ABOVE MENTIONED SET OF DOCUMENTS. 1. THE GENERAL CONTRACTOR SHALL VISIT THE SITE AND VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS SHOWN ON THE DRAWINGS WITHIN THE AREA OF WORK BEFORE COMMENCING ANY WORK AND ENSURE THAT THE JOINING OF THE WORK OF VARIOUS TRADES MEETS APPROPRIATELY. THE CONTRACTOR SHALL BRING DISCREPANCIES ON THE DRAWINGS OR SPECIFICATIONS TO THE ATTENTION OF THE BOEING PROJECT CONSTRUCTION MANAGER IMMEDIATELY UPON DISCOVERY ONLY IF THEY REQUIRE DESIGN REVISIONS. 2. COORDINATE THE WORK OF ALL TRADES. REFER TO ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS IN DETAIL FOR COORDINATION OF SPECIFIC TRADE REQUIREMENTS. COORDINATE ALL ROUGH—IN REQUIREMENTS FOR MATERIALS OR EQUIPMENT FURNISHED BY CONTRACTOR OR BY OTHERS FOR THIS PROJECT. 3. ASBESTOS NOTIFICATION: A GOOD FAITH SURVEY OF THE WORK AREA HAS BEEN CONDUCTED AND ASBESTOS CONTAINING MATERIAL WAS NOT DISCOVERED OR WILL BE REMOVED PRIOR TO THE BEGINNING OF THE WORK FOR THIS PROJECT. A COPY OF THE REPORT OF THE SURVEY WILL BE FURNISHED TO THE CONTRACTOR AT THE TIME OF BIDDING OR NEGOTIATIONS. DO NOT REMOVE, DAMAGE OR DISTURB ANY ASBESTOS MATERIAL ADJACENT TO THE WORK AREA. CONTACT BOEING FACILITIES DEPARTMENT IF ASBESTOS CONTAINING MATERIAL IS DISCOVERED OR DAMAGED THAT IS REQUIRED TO BE REMOVED TO SUPPORT THE WORK OF THIS PROJECT. 4. THE GENERAL CONTRACTOR SHALL OBTAIN AND MAINTAIN A FULL SET OF CONSTRUCTION DOCUMENTS ON SITE. THIS SET SHALL BE MARKED UP (RED—LINED) DAILY WITH ANY ACTUAL WORK OR INSTALLATIONS DIFFERING FROM THE CONSTRUCTION DOCUMENTS. SAID SET SHALL BE TURNED OVER TO THE BOEING CONSTRUCTION PROJECT MANAGER AT THE COMPLETION OF THE WORK FOR INCORPORATION INTO BOEING RECORD DOCUMENTS. DRAWING INDEX ARCHITECTU' A L - C L DRAWING NUMBER REV DRAWING TITLE 09-101—AO A COVER SHEET 09-101-1A30 A7 M FLOOR PLAN 09-101-1A31 A8 P FIRST FLOOR PLAN 09-101—A364 NEW DOOR DETAILS AND SCHEDULE 09-101—A458 A AH1M18 PLATFORM PLAN STRUCTURAL DRAWING NUMBER REV DRAWING TITLE 09-101—S475R A AH1M18 PLATFORM PLAN — REMOVAL 09-101-1S80 C SLAB PLAN (J—N/15-19) 09-101—S475 A AH1M18 PLATFORM PLAN 09-101—S685 A SECTIONS AND DETAILS 09-101—S686 A SECTIONS AND DETAILS 09-101—S687 A SECTIONS AND DETAILS 09-101—S2aa A GENERAL NOTES ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DRAWN DATE SUBTITLE CHECKED CODES AND PERMITS PROJECT TITLE: REPLACE AIR HANDLING UNIT AHIMI8 QUANTITY SUBMITTED: 5 SETS: GENERAL PERMIT (SHELL & CORE) OR STRUCTURAL TENANT ❑ 4 SETS: TENANT IMPROVEMENT (NON—STRUCTURAL) ❑ 3 SETS: FIRE PROTECTION/SPRINKLERS ❑ 2 SETS: TENANT IMPROVEMENT (REVISION) SUBMITTED FOR PERMIT & REVIEW: ❑ BUILDING ❑ GRADING ❑ PLUMBING ❑ LANDSCAPE ❑ MECHANICAL* ❑ DEMOLITION STRUCTURAL ❑ - *TO BE REVIEWED UNDER SEPARATE PERMIT WASHINGTON STATE NON—RESIDENTIAL ENERGY CODE—APPROACHES COMPLIANCE OPTION ❑ PRESCRIPTIVE ❑ LPA ❑ ANALYSIS j,, N/A SPECIAL INSPECTIONS REQUIRED: ❑ WELD ❑ REBAR STRUCTURAL BOLTING ❑ OTHER CALCULATIONS TYPE• N/A ATTACHED JOB NO: 28760 IMPROVEMENT ❑ ELECTRICAL ❑ FIRE PROTECTION ❑ CANTILEVER RACKS — ❑ CONCRETE II ANCHOR BOLTS ❑ STRUCTURAL OBSERVATION (YES) (NO) DRAWING INDEX MECHANICAL DRAWING NUMBER REV DRAWING TITLE ELECTRICAL DRAWING NUMBER REV DRAWING TITLE REVISIONS REVIEWED FOR No changes shall 171 en.^,de to the scope of wnrlc withni;t prior approval of Tukwila Building Division. CODE GOMPLUAf APPROVED DEC 0 9 2016 V,& 1 NOTh: will require a new plan submittal and may include additional plan rovicw fees City of Tukwila BUILDING DIVISION CITY OF TUKWILA FILE COPY Permit No. 11P' O71/1 Plan reviewEI a r7u1 is subject to errors and omissions. Approval of co s:'., c n documents does not authorize ad+ .ted code or ordinance. Rcc:ipt "ii op): At: Prir the violation c of approved Fir B Date nd conditjons s acknowiedued: r paw- eLorwe City of Tukwila BUILDING DIVISION 322 S7:P I iMMMl1T FOR. ,'I`,°;;shanical ,,Ef Electrical c�iumbing rs Piping of Tukwila BI..Gi`. r+, DIVISION RECEIVED CITY OF TUKWILA NOV 2 2 2016 PERMIT CENTER PROJECT T I TLE :REPLACE AIR HANDLING UNIT AH1M18 CURRENT REVISION SYMBOL DATE COVER SHEET 28760 A 02.17.16 ENGINEER SHEET DEPT. DATE TITLE REPLACE AIR HANDLING UNIT AH1M18 CHECKED APPROVED BUILDING 09-101 AO JOB NO. 28760 COMP NO. APPROVED ARCHITECTURAL MASTER DEV. CENTER, WA DWG NO. 09-101—AO C LF 11K16 f a a SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE N RFI 249 28760 EISI GMM 02.17.16 H RELOCATE/RECONFIGURE CFAC HAND TRIM J#576558-00 LMC TWH 11.24.07 D SHIP SIDE MACHINE J#110610-00 MRM TH/GM 03.13.02 J CFAC HAND TRIM BACK TO ORIGINAL J#576558-02 LMC TWH 11.28.07 E INSTALL DUST BARRIER J4521489-00 MRM TH/GM 03.19.02 K ADT CLOSET RENOVATION W010673901 TWH 11.29.10 F INSTALL TWO OVERHEAD DOORS J#140627-10 FOA 10.22.04 L ADC DLR GROUP RJV 04.01.13 G RELOCATE CFAC J#140795-12 TWH TWH 07.06.05 M REPLACE AIR HANDLING UNIT AH1M18 28760 EISI GMM 01.22.16 Q� ® ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN M. DITTMAR DATE 07.24.92 CHECKED SUBTITLE CO LEGE\D STRUCTIO\ NOTES REPLACE EXISTING AC PLATFORM AND PROVIDE NEW ACCESS RAMP PER STRUCTURAL. 2. NOTE: THIS PROJECT WILL OCCUR AT THE SAME TIME AS PROJECT #25239-10 - "INSTALL AGFM 50 FT PLYCUTTER". REFER TO THAT PROJECT AND COORDINATE ALL WORK, SCHEDULES, ETC ACCORDINGLY. GENERAL NOTES REFERENCE D� 00 D FOR CODE COMPLIANCE APPROVED DEC 0 9 2016 City of Tukwila BUILDING DIVISION / V T T T T_i 1A10 1A11 1Al2 1A13 1A14 1A15 1A16 1A17 1A18 1A19 1A20 1A21 1A22 1A23 1A24 1A25 1A26 1A27 1A28 1A29 /�jjj� 1A31 1A32 1A33 1A34 1A35 1A36 1A37 1A38 ij 1A39 1A40 1A41 1A42 1A43 7,4 Cr 1 AA 44 1A45 1A46 b 1, 03 2 40 KEY PLAN SCALE: NONE FLOOR PLAN CURRENT REVISION 28760 SYMBOL —5iECEIVED OF TUKWILA NOV 2 2 2016 PERMIT CENTER DATE 02.17.16 ENGINEER CHECKED APPROVED APPROVED REPLACE AIR HANDLING UNIT AH1M18 ARCHITECTURAL MASTER BUILDING 09-101 COL. J -N/15-19 DEV. CENTER. WA SHEET 1 A30 A7 JOB NO. 28760 COMP NO. DWG NO. 9-101.1-1A30 IG106A: 9/11/2013 6:02:12 AM SYM REVISION CFAC HAND TRIM OCCUPANCY: F1 AREA: 6453 SF OCC. LOAD: 65 13,117 BY \ / APPROVED DATE SYM FLOO PLA\ SCALE: 1/8"= 1'-0" REVISION BY APPROVED DATE J K RELOCATE QA - 90% SUBMITAL RADIUS FILLER - 90% SUBMITTAL RELOCATE QA -IFC WH_11046.005 11046.006 WH_11046.006 D RELOCATE MACHINE SHOP (FOR SERVICE TEAM) J#190106-22 E IMO BLUEPRINT RELOCATE J#110138-00 DLR GROUP DLR GROUP DLR GROUP GMM MRM RJV RJV RJV 09.15.11 09.15.11 N P 09.22.11 11.27.00 H L GM 09.27.01 M REPLACE AIR HANDLING UNIT AH1M18 RFI 249 CFAC HAND TRIM BACK TO ORIGINAL RADIOUS FILLER - IFC REDLINES CD07 28760 28760 J#576558-02 WH_11046.005 11046.006 EISI EISI LMC DLR GROUP DLR GROUP GMM GMM TWH RJV RJV 01.22.16 02.17.16 11.28.07 09.22.11 09.22.11 BE/NG' rr- ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN M.DITTMAR DATE 07.18.92 CHECKED SUBTITLE LEGEND H> NON SPECIFIC, NOTE APPLIES TO ROOM SPECIFIC, NOTE APPLIES TO SPECIFIC ITEM DENOTES: PREP & PAINT CEILING. SEE NOTE 4. GE E AL \OTES REFFE\ CE DRAWI\GS CONSTRUCTION \OTES PROVIDE NEW ACCESS PLATFORM AND DOOR. 2. NOTE: THIS PROJECT WILL OCCUR AT THE SAME TIME AS PROJECT #25239-10 — "INSTALL AGFM 50 FT PLYCUTTER". REFER TO THAT PROJECT AND COORDINATE ALL WORK, SCHEDULES, ETC ACCORDINGLY. REVIEWED FOR CODE COMPLIANCE APPROVED DEC 092016 City of Tukwila BUILDING DIVISION � Ifo -032Z FIRST FLOOR PLAN 1A10 1A11 EPEP I I 1Al2 1A13 1A14 1A15 1A16 1A22 1A28 1A17 1A23 1A29 1A18 1A24 1A30 REC 1A34 1A39 1A35 1A40 1A19 1A25 /1A313 4 1A36 KEY PLAN CITY OF TU.w�iFL' NOV 2 2 2016 8, PERMIT CENTE ONE 4' 1A40 1A44 0 1A20 1A26 1A32 1A21 1A27 1A33 1A37 1A42 1A45 4' 1A38 1A43 1A46 8' 16' SCALE: 1/8"=1'-0" CURRENT REVISION 28760 SYMBOL p DATE 02.17.16 ENGINEER CHECKED APPROVED APPROVED TITLE REPLACE AIR HANDLING UNIT AH1M18 BUILDING 09-101 ARCHITECTURAL MASTER COL. N—S/15-19 DEV. CENTER, WA SHEET 1 A31 A8 JOB NO. 576558-02 COMP NO. DWG NO. 09-101-1A31 DUARTEE: 03/01/13 08:43 DOOR TYPE SCALE I/8"=I'-0" TYPICAL F v E AND DO0' OTES I. DOOR FRAMES HUNG WITH LABELED DOORS SHALL ALSO BE LABELED WITH THE SAME RATING. 2, CLOSERS SHALL BE PROVIDED ON LABELED AND EXTERIOR DOORS, AND AS SCHEDULED 3, ALL PERSONNEL DOORS SHALL BE 13/4" THICK UNLESS OTHERWISE NOTED. WOOD DOORS SHALL BE CUSTOM GRADE, HARDWOOD VENEERS, SUITABLE FOR PAINTED FINISH, 4. SEE DOOR SCHEDULE FOR DOOR AND FRAME FINISHES, DOOR EDGES TO MATCH FINISHES OF DOOR SURFACES. 5, PROVIDE RUBBER DOOR SWEEP ON ALL PERSONNEL DOORS. 6. SOLID CORE METAL: HOLLOW METAL DOORS, 16 GUAGE GRADE 2, INSULATED. 7. INSULATED FRAME: FILL ALL HOLLOW METAL DOOR FRAMES FULLY WITH BATT INSULATION. HARDWARE OTES LOCKSETS: CYLINDRICAL LOCKSETS: HEAVY DUTY COMMERCIAL/INDUSTRIAL: YALE SECURITY 5400/5500 SERIES; W/ LEVER HANDLES: "AUGUSTA AU"; W/ THE 1210 REMOVABLE CORE, LESS THE CORE. FUNCTIONS FOR CYLINDRICAL LOCKSETS LISTED UNDER HARDWARE GROUPS ARE YALE LOCKSET FUNCTIONS. CLOSERS: LCN 4040 SERIES, SUPER SMOOTHIE: MODEL P4041 W/ TB&G, ALUMINUM FINISH. BUTTS: STANLEY OR HAGER, HEAVY DUTY BALL BEARING 4 1/2" x 4 1/2", WITH NON-FERROUS, NON -REMOVABLE PINS (NRP), SET SCREW IN BARREL. MORTISE TYPE. STAINLESS STEEL @ EXTERIOR DOORS. SOUND SEALS: PEMKO S88 SILICON SEAL DOOR GASKETING, INSTALLED IN DUAL STRIPS AT FRAME AND STOP OF DOOR JAMBS AND HEADS. IN ACCORDANCE WITH PEMKO SOUNDSEAL 3A SYSTEM. APPLY SIMILARLY TO ASTRAGAL AT PAIRS OF DOORS. DOOR SWEEP: BLACK SPONGE EPDM INSERT TYPE FULL WIDTH OF DOOR AND FULL CONTACT WITH FLOOR. PEMKO MODEL 4301 CRL x 3'-0" DOOR TRIM UNITS: TRIMCO, TICE OR QUALITY; STAINLESS STL. W/ MATCHING MACHINE SCREW FASTENERS. KICKPLATES: 10" HIGH x LEAF WIDTH, LESS 1/2" (MAX TO 1/16" MIN.) FINISH: SATIN OR BRUSHED STAINLESS STEEL PROVIDE: ALL YALE AND UNICAN LOCKSETS LESS REMOVABLE CYLINDER; CYLINDERS AND KEYING BY BOEING. SYM REVISION - REPLACE AIR HANDLING UNIT AH1M18 28760 BY EISI APPROVED GMM DATE 01.22.16 SYM REVISION A FLUSH DOO LEGEND HM HOLLOW METAL FRAME TYPE HARDWARE SCHEDULE HG -5 LOCKSET 5407 PR. BUTTS DOOR SWEEP SET SOUND SEALS KICKPLATE CLOSER BY APPROVED DATE SCALE I/8"=I'-0" A364 HM FRAME P-4 MATCH EXISTING DOORS & FRAMES (DOORS & FRAMES PRIMED BY MFR) COAT PRIME AND 2 COATS FINISH DOOR SCHEDULE DOOR SIZE TYPE MAT FINISH RATING FRAME MAT FRAME FINISH HDWE GROUP DETAILS NOTES HEAD JAMB THRESHOLD 3'-0"x7'-0" A HM P-4 - HM P-4 HG -5 I SIM/A350 I/A350 - 2 LAYERS 5/8" F.R. GYP BD, EACH SIDE SEALANT, ALL AROUND. (-- DOOR, AS SCHEDULED. Hvl DOO HEA3 SI HOLLOW METAL DOOR FRAME DOUBLE STUD @ DOOR, TYP. JAM VI SCALE: 1 1/2" = V-0" 0".M ® C' - ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN MR DATE SUBTITLE CHECKED 3 bU, - O322 DOOR DETAILS AND SCHEDULES PPROVED BY DEPT. ENGINEER DATE KC TITLE REPLACE AIR HANDLING UNIT AH1M18 REVIEWED FOR CODE COMPLIANCE APPROVED DEC 092016 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA NOV 2 2 2016 PERMIT CENTER CURRENT REVISION 28760 SYMBOL° SIG SHEET CHECKED APPROVED BUILDING 09-101 A364 JOB NO. 28760 APPROVED ARCHITECTURAL MASTER DEV. CENTER, WA DWG NO. 09-101-A364 LEGEND MEZZANINE CONFERENCE EXISTING SINK T.O.S. EL. 25'-0" T.O.S. EL. 28'-10" CONSTRUCTION NOTES RELOCATE EXISTING TOWEL DISPENSER NEW 3'-0" x 7'-0" DOOR. SEE DOOR SCHEDULE. VERIFY. NEW MEZZANINE (SUSPENDED FROM 2nd FLOOR) A458 S475 NOTE: THIS PROJECT WILL OCCUR AT THE SAME TIME AS PROJECT #25239-10 — "INSTALL AGFM 50 FT PLYCUTTER". REFER TO THAT PROJECT AND COORDINATE ALL WORK, SCHEDULES, ETC ACCORDINGLY. PLAN SCALE: 1/4" = 1'-0" 1A30, 1/6.11 A458 GENERAL DEC 0 9 2016 City of Tukwila BUILDING DIVISION PERMIT CENTER SYM REVISION APPROVED REVISION APPROVED DATE - REPLACE HVAC UNIT AH1M18 A RFI 249 28760 28760 01.22.16 02.17.16 4M'',Eri" ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY CHECKED ENGINEER AH1M18 PLATFORM PLAN CURRENT REVISION 28760 SYMBOL DATE A 02.17.16 REPLACE HVAC UNIT AH1M18 CHECKED APPROVED BUILDING 09-101 JOB NO. 28760 COMP NO. APPROVED ARCHITECTURAL MASTER DEV. CENTER, WA DWG NO. 09-101—A458 MEZZANINE CONFERENCE ROOM EXISTING CONCRETE WALL EXISTING L5x5x5/16 DIAGONAL BRACE EXISTING C10x15.3 V O LITI O \ \OTES L 4x4x1/4 HANGERS TO REMAIN FOR REUSE, TYP (6) PLACES. ITEM TO BE REMOVED. DISPOSE OF ALL REMOVED MATERIALS OFF OF BOEING PROPERTY. EXISTING L5x5x5/16 DIAGONAL BRACE -\ EXISTING W6x9, TYP (11) EXISTING C10x15.3 E\CE DRAWI\ 09-1625-S8 PLATFORM AC -2 UNIT 21 -7" (EXISTING PLATFORM TO BE REMOVED) (4) SP © 10'-0" = 40'-0" AH 1 V18 PLATFOHN PLA\ SCALE. 3/8" = 1'-0" REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 9 2016 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA NOV 2 2 2016 PERMIT CENTER REVISION APPROVED REVISION APPROVED ORIGINAL ISSUE RFI 249 28760 28760 01.22.16 02.17.16 BOE/NG' � ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DRAWN MR SUBTITLE CHECKED AH1 M18 PLATFORM PLAN - REMOVAL ENGINEER KC CHECKED TITLE REPLACE AIR HANDLING UNIT AH1M18 CURRENT REVISION 28760 SYMBOL 02.17.16 APPROVED BUILDING 09-101 S475R JOB NO. APPROVED 28760 COMP NO. STRUCTURAL MASTER DEV. CENTER, WA DWG NO. 09-101-S475 SYM Jo REVISION BY APPROVED DATE SYM PARTIAL SLA3 PLA\ SCALE: 1/8" = 1'-0" REVISION BY APPROVED DATE A ZIMMERMAN 5 -AXIS ROUTER 55756701 B REPLACE AIR HANDLING UNIT AH1M18 28760 C RFI 249 28760 WEM EISI EISI S. CHO S. CHO 12.06.07 01.22.16 02.17.16 b•i• 32L ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN WEM DATE 12.06.07 CHECKED SUBTITLE REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 9 2016 City of Tukwila BUILDING DIVISION SLAB PLAN (J -N/15-19) LEGE\D GE\EAL \OTES 1. FINISH FLOOR ELEVATION = 15'-6" EFEENCE DRAWI\ GS CO\ STS U CTI O \ NOTES PROVIDE NEW PLATFORM AND NEW ACCESS WALKWAY. 2. NOTE: THIS PROJECT WILL OCCUR AT THE SAME TIME AS PROJECT #25239-10 — "INSTALL AGFM 50 FT PLYCUTTER". REFER TO THAT PROJECT AND COORDINATE ALL WORK, SCHEDULES, ETC ACCORDINGLY. 1 S1 0 1511 0 1S12 1S13 1S14 1S15 1S16 1S17 1S18 1S19 1S20 1S21 1S22 1S23 1S24 1S25 1S26 1 S27 1S28 1S29 '1S301S31 //ems//////% 1S32 1533 11S34 1539 1S39 1S35 1S36 1S37 1S38 1540 1S41 I - 1S42 1S43 1S47 0 0 0 0 zo 1S44 KEY PLAN SCALE: NONE CURRENT REVISION 28760 1S45 1S46 OFTUKW 1S48 RECEIVED OF TUKWILA NOV 2 2 2016 PERMIT CENTER SYMBOL DATE C 02.17.16 ENGINEER CHECKED APPROVED APPROVED TITLE REPLACE AIR HANDLING UNIT AH1M18 STRUCTURAL MASTER BUILDING 09-101 COL. J—N/15-19 DEV. CENTER, WA SHEET 1 S80 JOB NO. 55756701 COMP NO. DWG NO. 09-101-1S80 , PORTATION AISLE r ® " raZZANINE ABOW z 1- n n oE __ _._I TRIM SHOP cl AREA: = 2,800 SF. __ OCCP. LOAD FACTOR = 200 SF/ OCCP. mm OCCP. LOAD: = 14 OCCPANTS MAX. TRANSPORTATION AISLE I I C Cr o Al _ _ _ _❑� 0 '• n Gantry and ram outline -1F for reference only lI IIII1 1J1I1 I -\ 1 t( , , kI►►1 ,1, I 7_ 1 1 ►M I1 IJH 14I i�11I1f 1 1 1 1 1 Q\ , .dI1 Aga / \ AH1M18 PLATFORM A458 S475 I I I I 1 1 n n PULTRUSION CLEAN ROOM AREA: = 720 SF OCCP. FACTOR: = 1/200 SF OCCP. LOAD: = 4 MAX. n ( n r -i r -i r1 __—L REVISION BY APPROVED DATE SYM PARTIAL SLA3 PLA\ SCALE: 1/8" = 1'-0" REVISION BY APPROVED DATE A ZIMMERMAN 5 -AXIS ROUTER 55756701 B REPLACE AIR HANDLING UNIT AH1M18 28760 C RFI 249 28760 WEM EISI EISI S. CHO S. CHO 12.06.07 01.22.16 02.17.16 b•i• 32L ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN WEM DATE 12.06.07 CHECKED SUBTITLE REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 9 2016 City of Tukwila BUILDING DIVISION SLAB PLAN (J -N/15-19) LEGE\D GE\EAL \OTES 1. FINISH FLOOR ELEVATION = 15'-6" EFEENCE DRAWI\ GS CO\ STS U CTI O \ NOTES PROVIDE NEW PLATFORM AND NEW ACCESS WALKWAY. 2. NOTE: THIS PROJECT WILL OCCUR AT THE SAME TIME AS PROJECT #25239-10 — "INSTALL AGFM 50 FT PLYCUTTER". REFER TO THAT PROJECT AND COORDINATE ALL WORK, SCHEDULES, ETC ACCORDINGLY. 1 S1 0 1511 0 1S12 1S13 1S14 1S15 1S16 1S17 1S18 1S19 1S20 1S21 1S22 1S23 1S24 1S25 1S26 1 S27 1S28 1S29 '1S301S31 //ems//////% 1S32 1533 11S34 1539 1S39 1S35 1S36 1S37 1S38 1540 1S41 I - 1S42 1S43 1S47 0 0 0 0 zo 1S44 KEY PLAN SCALE: NONE CURRENT REVISION 28760 1S45 1S46 OFTUKW 1S48 RECEIVED OF TUKWILA NOV 2 2 2016 PERMIT CENTER SYMBOL DATE C 02.17.16 ENGINEER CHECKED APPROVED APPROVED TITLE REPLACE AIR HANDLING UNIT AH1M18 STRUCTURAL MASTER BUILDING 09-101 COL. J—N/15-19 DEV. CENTER, WA SHEET 1 S80 JOB NO. 55756701 COMP NO. DWG NO. 09-101-1S80 MEZZANINE 0 0 CONFERENCE ROOM NP (4) PLACES S475 S687 EXISTING CONCRETE WALL STAIR (5) TREADS © 9 1/2" MC10x8.4 S475 S687 S475 S687 � H 5475 5687 C5x6.7 cd x x C5x6.7 ••• ••• cd x C5x6.7 c) L 5x3x3/8 LLV cci x C5x6.7 C5x6.7 C10x15.3 EXISTING L4x4x1/4 HANGER, TYP (6) C10x15.3 1 NEW HVAC UNIT (( L C10x15.3 i 1 1 I I 1 I 1 I I I I I 1 1 1 i 1 •• i 1 i pp dI1d i I I I 44114 I I 1 AH 1 1 11u 18:;:;:;:; 1 1 :A It * *Pi :;:•• •• • 4 1 � ; EDGE OF EXISTING CONC. WALL CONSTRUCTION NOTES HILTI KB—TZ, 1/2"0 x 3 1/4" MINIMUM CONCRETE EMBEDMENT. VERIFY ELEVATION DIFFERENCE BETWEEN MEZZANINE FLOOR AND HVAC PLATFORM FLOOR. PLATFORM 15'-1" WALKWAY (5) TREADS © 9 1/2" = (2) 1/2"0 HILTI KB—TZ COPE MC10 TOP FLANGE L 5x3x3/8 LLV (2) 1/2"O HILTI KB—TZ 1/4" INLAND 4—WAY PL MC10x8.4 C5x6.7 x 2'-6" (5) TREADS: McNICHOLS TREAD—GR P, PRE—GALVANIZED, 13 GA, 10" WIDTH x 30" LONG 4111111. MC10x8.4 L 4x3x 1 /4 LLV TYP> 3/16 N 1/4" INLAND 4—WAY PL —\ SECTIO\ L 2x2x3/8 x 0'-9" SCALE: 1" = 1'-0" S475IS685 MC10x8.4 1 S685 S687 15'-1" WALKWAY \ N N. N. \ \ \\ N \ \ \ N \ \ \ \ N N N N N \ N \\ HSS 2x2x11 GA \ \\\ \ \ \\ \ \ N \ \\ \ \ \ \ \ \ \ N \ N\ \ N \ \ N N \ \ N. \ \\ \ N \\ \ \\\\ \ \ \ N \ \\ \\ N N \ \ N. \ \ N\\ \\ \ \ \ L_ J \ \\ \\\\ N \ \ \ \ \ \ \ \ \ N \ N. N N \ \ N \ \ \ N TYP FOR ALL FLOOR PL'S 3/16 r2-12 C5x6.7 x 2'-6" C5x6.7 MC10x8.4 N r 1\ \ L J \ RECEIVED CITY OF TUKWILA NOV 222016 MC10x8.4 REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 9 2016 PERMIT CENTER SECTIO \ SCALE: 1" = 1'-0" MC10x8.4 REVISION APPROVED REVISION APPROVED ORIGINAL ISSUE RFI 249 28706 01.22.16 28760 02.17.16 ACCEPTABILITY THIS DESIGN AND/OR SPECIRCATION IS APPROVED APPROVED BY DRAWN MR CHECKED ENGINEE' KC CHECKED SUBTITLE SECTIONS AND DETAILS CURRENT REVISION 28760 SYMBOL DATE 02.17.16 REPLACE AIR HANDLING UNIT AH1M18 APPROVED BUILDING 09-101 JOB NO. 28760 COMP NO. APPROVED STRUCTURAL MASTER DEV. CENTER, WA. DWG NO. 09-101—S685 CONSTRUCTION NOTES VERIFY HANGER LOCATIONS SECOND FLOOR EL 40'-6" / AIR HANDLING UNIT AH1M18 1/4" INLAND 4 WAY PLATE, TYP MC 10x8.4 MC 10x8.4 W6x9, TYP (2) 3/4"0 A325 BOLTS (2) 3/4"0 A325 BOLTS ELEVATIO\ SCALE: 1" = 1'-0" S475IS686 REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 9 2016 RECEIVED CITY OF TUKWILA NOV 2 2 2016 PERMIT CENTER REVISION APPROVED REVISION APPROVED ORIGINAL ISSUE 28760 EISI 01.22.16 A RFI 249 28760 EISI 02.17.16 Q�BOE/ G° ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DRAWN MR CHECKED DATE SUBTITLE DATE ENGINEER KC CHECKED TITLE SECTIONS AND DETAILS CURRENT REVISION 28760 SYMBOL 02.17.16 SHEET REPLACE AIR HANDLING UNIT AH1M18 APPROVED BUILDING 09-101 S686 JOB NO. 28760 COMP NO. APPROVED STRUCTURAL MASTER DEV. CENTER, WA. DWG No. 09-101-S686 HSS 2x2x11 GA MC10x8.4 1/4" INLAND 4—WAY PL S687 4 1/2" MC10x8.4 3/16 V2-12 MC10x8.4 f 1 S687 1/4" INLAND 4—WAY PL CONSTRUCTION NOTES HILTI KB—TZ, 1/2"0 x 3 1/4" MINIMUM CONCRETE EMBEDMENT. MC10x8.4 HSS 2x1x11 GA C10x15.3 C4x5.4 x 2'-6 1/2" (2) 1/2"0 HILTI KB—TZ L 3x3x3/8 1/2" PL L 3x3x3/8 TYP> 1/8 TOE PL 4"x1/4" NOTE: HANDRAIL NOT SHOWN FOR CLARITY DETAIL VERIFY SCALE: 3" = 1'-0" S475 S687 MC10x8.4 3/161 \� 3/16 N3 1/2"0 HILTI KB—TZ C10x15.3 OR MC10x8.4 D ETA I L SCALE: 1' = 1'-0" (71- S685 S6S7 SECTIO\ SCALE: 1' = 1'-0" r/6\ - S687 HA\HAIL DETAIL SCALE: 1" = 1 —0" S685 S687 NOTE: HANDRAIL NOT SHOWN FOR CLARITY DETAIL SCALE: 3" = 1'-0" \ \\ \\ \\ \\ \\ \\ \\ \\ .\ \\ \\ \\ \\ \\ \\ \\ \\ V\ \\ \\ \\ MC10x8.4 NOTE: HANDRAIL NOT SHOWN FOR CLARITY L 4x3x 1 /4 LLV MEZZANINE FLOOR 1/2"0 HILTI KB—TZ MC10x8.4 MC10x8.4 C4x5.4 C4x5.4 DETAIL SCALE: 3" = 1'-0" 1 � 1 S687 DETAIL SCALE: 3" = 1'-0" I ' 1 S687 SECTIO\ SCALE: 1' = 1'-0" I � 1 S475 S687 SECTIO SCALE: 1' = 1'-0" COPE MC10 TOP FLANGE 1/4" INLAND 4—WAY PL (2) 1/2"0 HILTI KB— L 5x3x3/8 LLV 1/4" INLAND 4—WAY PL COPE FLANGE OF C5 FAR SIDE 3/16 / 3 1/4" INLAND 4—WAY PL COPE FLANGE OF C5 FAR SIDE MC10x8.4 SECTIO C10x15.3 SCALE: 1' = 1'-0" 3/16 C10x15.3 L 5x3x3/8 LLV MC10x8.4 MC10x8.4 C5x6.7 3 /16 �j f o 122_ L 5x3x3/8 LLV 1/4" INLAND 4—WAY PL MC10x8.4 MC10x8.4 C10x15.3 (2) 1/2"0 HILTI KB—TZ (2) 1/2"O HILTI KB—TZ MC10x8.4 REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 9 2016 RECEIVED CITY OF TUKWILA NOV 2 2 2016 PERMIT CENTER City of Tukwila BUILDING DIVISION MC10x8.4 SECTIO\ SCALE: 1' = 1'-0" S47 .S687 SECTIO\ SCALE: 1" = 1'-0" � r l 5475 S687 SECTIO\ SCALE: 1' = 1'-0" rc� S475 5687 SECTIO\ SCALE: 1" = 1'-0" S47515687 REVISION APPROVED REVISION APPROVED ORIGINAL ISSUE 28760 01.22.16 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED RFI 249 28760 02.17.16 AirL7AEZIV4 ® APPROVED BY DRAWN MR CHECKED ENGINEER KC CHECKED SECTIONS AND DETAILS CURRENT REVISION 28760 SYMBOL 02.17.16 REPLACE AIR HANDLING UNIT AH1M18 APPROVED APPROVED BUILDING 09-101 JOB NO. STRUCTURAL MASTER DEV. CENTER, WA. DWG NO. COMP NO. 28760 09-101—S687 GE\PAL \OTES GENERAL THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AT THE SITE. UNLESS SHOWN OR NOTED OTHERWISE, TYPICAL DETAILS AND GENERAL NOTES SHALL BE USED WHEREVER APPLICABLE. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE CITY OF TUKWILA BUILDING DEPARTMENT. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE IBC 2012,. BEFORE COMMENCING WORK AT THE SITE, THE CONTRACTOR SHALL SUBMIT HIS PROPOSED JOB SCHEDULE, TO THE OWNER. SPECIAL INSPECTION PER IBC CHAPTER 17, MAJOR ITEMS OF REQUIRED INSPECTION INCLUDE POST INSTALLED ANCHORS AND STEEL ERECTION. ANY DISCREPANCY FOUND AMONG THE DRAWINGS, THESE NOTES, AND THE SITE CONDITIONS SHALL BE REPORTED TO THE ENGINEER, WHO SHALL CORRECT SUCH DISCREPANCY IN WRITING. ANY WORK DONE BY THE CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT THE CONTRACTOR'S RISK. THE CONTRACTOR SHALL VERIFY AND COORDINATE THE DIMENSIONS AMONG ALL DRAWINGS PRIOR TO PROCEEDING WITH ANY WORK OR FABRICATION. THE CONTRACTOR IS RESPONSIBLE FOR ALL BRACING & SHORING DURING CONSTRUCTION. DESIGN CRITERIA: IBC 2612 AND ACI 318. LIVE LOADS: PLATFORM — 4,000 LB EQUIPMENT WEIGHT PLUS 30 PSF SEISMIC — SITE CAT "D", SDS = 1.01, Rp = 6.0, ap = 2.5 REFERENCES: A. AISC STEEL CONSTRUCTION MANUAL, 14TH ED SHOP DRAWINGS AND SUBMITTALS THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS, MATERIAL COMPLIANCE CERTIFICATES, CATALOG CUTS, AND OTHER ITEMS AS REQUIRED TO COMPLY WITH CONSTRUCTION DOCUMENTS. SUBMITTAL REVIEWS BY THE ENGINEER SHALL NOT RELIEVE THE CONTRACTOR'S RESPONSIBILITY FOR SAFETY, BRACING AND SHORING, MATERIAL QUANTITIES, AND DIMENSIONS. SUBMITTAL ITEMS SHALL INCLUDE BUT NOT BE LIMITED TO: SUBMIT T0: STRUCTURAL STEEL SHOP DRAWINGS ENGINEER X ACCEPTANCE OF SHOP DRAWINGS SHALL NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY FOR DEVIATION FROM THE DRAWINGS OR SPECIFICATIONS UNLESS THE CONTRACTOR HAS, IN WRITING, CALLED ATTENTION TO SUCH DEVIATION AT THE TIME OF SHOP DRAWING SUBMISSION, AND SECURED WRITTEN APPROVAL FOR SUCH DEVIATION FROM THE ENGINEER; NOR SHALL IT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY FOR ERRORS OR DELETIONS IN SHOP DRAWINGS OR SCHEDULES. REVISION APPROVED SYM REVISION BY APPROVED DATE STRUCTURAL STEEL STRUCTURAL STEEL W SHAPES SHALL CONFORM TO ASTM A992 ALL OTHER STEEL SHALL CONFORM TO A36. THE FABRICATION AND ERECTION OF ALL STRUCTURAL STEEL SHALL CONFORM TO THE PROVISIONS OF THE 14TH ED "SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS" OF THE A.I.S.C. ALL WELDING SHALL BE PERFORMED BY W,A.B.O. CERTIFIED WELDERS. ALL WELDING SHALL BE DONE BY THE SHIELDED ELECTRIC ARC PROCESS IN CONFORMITY WITH THE LATEST EDITION OF THE "STRUCTURAL WELDING CODE, AWS D1.1 OF THE AMERICAN WELDING SOCIETY. ELECTRODES FOR WELDING SHALL BE E-70XX LOW HYDROGEN OR E7XT—X FILLER METAL. BOLTED CONNECTIONS SHALL BE MADE WITH A325 HIGH STRENGTH BOLTS. TENSION BOLTS IN STRICT ACCORDANCE WITH AISC SPECIFICATION FOR ASTM A325 BOLTS. STRUCTURAL STEEL SHALL BE SHOP PAINTED AND TOUCHED UP AFTER ERECTION WITH AN APPROVED PRIMER. DRILLED—IN CONCRETE ANCHORS: DRILLED—IN CONCRETE ANCHORS OF SIZE, NUMBER AND SPACING AS SHOWN ON THE DRAWINGS SHALL BE HILTI—FASTENING SYSTEMS "KB—TZ." ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED RECOMMENDATIONS, AND ESR REPORT #1917, INCLUDING MINIMUM EMBEDMENT LENGTHS AND TIGHTENING. STEEL FABRICATION SHALL BE PERFORMED BY A FABRICATION SHOP APPROVED BY THE CITY OF TUKWILA. REPLACE AIR HANDLING UNIT AH1M18 RFI 149 28760 01.22.16 28760 02.17.16 Q�BOE/NG° PAINTING PREPARATION OF ALL SURFACES, GENERAL PAINTING AND PAINTING OF ELECTRICAL WORK NOT LISTED IN THEIR RESPECTIVE DIVISIONS, STANDARDS OF PRACTICE, WORKMANSHIP AND APPLICATION SHALL COMPLY WITH THE STANDARDS SET FORTH BY THE PAINTING AND DECORATING CONTRACTORS OF AMERICA. DISTRIBUTOR: PPG PAINTS 22643 83th AVENUE SOUTH KENT, WA 98032 (253) 872-4401 COLOR: TO MATCH EXISTING HVAC UNIT SUPPORT STRUCTURE. METAL (STRUCTURAL STEEL): MATERIALS: PPG PAINTS PREP: SSPC—SP10 PRIME: ONE COAT ZINC RICH URETHANE FINISH: TWO COATS EPDXY ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN MR DATE CHECKED SUBTITLE GENERAL NOTES REVIEWED FOR CODE COMPLIANCE APPROVED DEC 092016 City of Tukwila BUILDING DIVISION 32a- CURRENT REVISION 28760 RECEIVED CITY OF TUKWILA NOV 2 2 2016 PERMIT CENTER SYMBOL DATE 02.17.16 ENGINEER KC CHECKED APPROVED APPROVED TITLE REPLACE AIR HANDLING UNIT AH1M18 STRUCTURAL MASTER BUILDING 09-101 DEV. CENTER, WA SHEET S2aa JOB NO. 28760 COMP NO. DWG NO. 09-101—S2aa