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HomeMy WebLinkAboutPermit D16-0031 - BOEING #9-101 - AHU SUPPORTBOEING #9-101 AHU SUPPORT 9725 E MARGINAL WAY S EXPIRED 11/16/16 D16-0031 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 - AHU SUPPORT Permit Number: Issue Date: Permit Expires On: D16-0031 5/20/2016 11/16/2016 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 Phone: (253) 740-0214 PO BOX 3707 M/C 46-88 , SEATTLE, WA, 98124 BOEING COMPANY, THE Phone: (312) 544-2535 100 N RIVERSIDE, M/C 5003-4027 , CHICAGO, IL, 60606-1596 BOEINC*294ML Expiration Date: 1/18/2017 BOEING COMPANY THE Address: PO BOX 3707 M/C 20-00 PROPERTY TAX DEPT, SEATTLE, WA, 98124 DESCRIPTION OF WORK: MODIFY SUPPORT STRUCTURE TO ADD WALKWAY & ACCESS PLATFOR FOR FUTURE AIR HANDLING UNIT REPLACEMENT TO BE PERMITTED BY OTHERS Project Valuation: $316,000.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: IIB Fees Collected: $5,695.42 Occupancy per IBC: F-1 Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: TUKWILA Sewer District: TUKWILA SEWER SERVICE,VALLEY VIEW SEWER SERVICE 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: 2012 2012 2012 2012 2012 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 2012 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 No Permit Center Authorized Signature: W—/�`� Date: -,10`G fr 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 re elating construction or the performance of work. I am authorized to sign and obtain this developme er it a d agree to the •nditions attached to this permit. A, f Ate 14 11.E1/11 Signature Print Na Date: 0 UtenVed 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 for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 5: Installation of high-strength bolts shall be periodically inspected in accordance with AISC specifications. 6: 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. 7: 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. 8: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 9: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 10: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 11: 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. 12: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 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 AS NEEDED BENEATH MECHANICAL 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). 15: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 17: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 18: 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 4034 SI -METAL PLATE CONN 4025 SI -STEEL CONST 4026 SI-STRUCT STEEL 4004 SI -WELDING CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. bt (Q ' 00 31 Project No. Date Application Accepted: ,2 ' g — I V 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 -0 R /11 1 b f2A// Site Address: 9725 East Marginal Way So Tenant Name: The Boeing Company 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: The Boeing Company Address: P.O. Box 3707 M/C 46-88 City: Seattle State: WA Zip: 98124 Phone: (253) 740-0214 Fax: Contr Reg No.: BOEINC*294ML Exp Date: 01/18/2017 Tukwila Business License No.: H:\Applicatiotss\Forrs-Applications On Line \201 I Applicatiots\Permit Application Revised - 8-9.11.docx Revised: August 2011 bh King Co Assessor's Tax No.: 5624201032 Suite Number: 9-101 Floor: 1 New Tenant: ❑ Yes J .. No ARCHITECT OF RECORD Company Name: EISI Consulting Engineers Architect Name: Kerry L Complita Address: 900 W Emerson Place #200 City: Seattle State: WA Zip: 98119 Phone: (206) 284-1181 Fax: (206) 284-1236 Email: kerry@eisi-engrs.com ENGINEER OF RECORD Name: The Boeing Company Company Name: EISI Consulting Engineers City: Seattle State: WA Zip: 98124 Engineer Name: Kerry L Complita Address: 1900 W Emerson Place #200 City: Seattle State: WA Zip: 98 119 Phone: (206) 284-1181 Fax: (206) 284-1236 Email: kerry@eisi-engrs.com LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: The Boeing Company 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): $ 000 31600). Existing Building Valuation: $ 100,000,000 Describe the scope of work (please provide detai ed information): Remove Existing AC Unit & Replace. Modify Support Structure to Add Walkway & Access Platform. Will there be new rack storage? ❑ Yes Z.. 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 © No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers 0 Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If `yes', attach list of materials and storage locations on a separate 8-1/2"x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Fours-Applications On Line \2011 Applications\Pennit Application Revised - 8-9-1l 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 1st Floor 713,829 1,000 II -B B / F 2nd Floor 296,460 3'" Floor Floors .. thru 28,401 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: Compact: Handicap: Will there be a change in use? 0 Yes © No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers 0 Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If `yes', attach list of materials and storage locations on a separate 8-1/2"x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Fours-Applications On Line \2011 Applications\Pennit Application Revised - 8-9-1l docx Revised: August 2011 bh Page 2 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 0 ...Tukwila 0... Water District #125 ❑ ...Water Availability Provided ❑ .. Highline Sewer District 0 ...Tukwila 0...Valley View 0 .. Renton O ...Sewer Use Certificate 0... Sewer Availability Provided - f ❑ .. Renton ❑ .. Seattle 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. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance 0 .. Easement(s) Proposed Activities (mark boxes that apply): 0 ...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 O ...Total Cut ❑ ...Total Fill cubic yards cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities O ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑. ❑. ❑. ❑. ❑ .. Geotechnical Report 0 .. Maintenance Agreement(s) ❑...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. 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 0 ...Water Main Extension Public 0 0 .. Grease Interceptor ❑ .. Channelization 0 .. Trench Excavation 0 .. Utility Undergrounding WO # WO # WO # ❑...Deduct Water Meter Size Private 0 Private 0 55 FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 0 ...Water 0 ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: ......_.... City State Zip Water Meter Refund/Billing: Name: Mailing Address: Day Telephone: City State Zip H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 3 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 RTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY CtPP • •.-BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. /1 Ji, BUILDING; ;L, ,�;� A'r�:- GENT: Signature: I r Print Name: /7 R hi et it1� Date: ohn S. Mdoch Mailing Address: P.O. Box 3707 M/C 46-88 02/08/2016 Day Telephone: (253) 740-0214 H:\Applicni lane Forns-Applications On Line \201I Applications\Perntit Application Revised - 8-9-Il.docx Revised: August 2011 bh Seattle WA 98124 City State Zip Page 4 of 4 DESCRIPTIONS ACCOUNT QUANTITY PermitTRAK PAID $5,695.42 D16-0031 Address: 9725 E MARGINAL WAY S BLDG 9-101 Apn: 0003400018 $5,695.42 DEVELOPMENT $5,528.04 PERMIT FEE R000.322.100.00.00 0.00 $3,347.60 PLAN CHECK FEE R000.345.830.00.00 0.00 $2,175.94 WASHINGTON STATE SURCHARGE 8640.237.114 0.00 $4.50 TECHNOLOGY FEE $167.38 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R7638 R000.322.900.04.00 0.00 $167.38 $5,695.42 Date Paid: Tuesday, February 09, 2016 Paid By: JOHN S MURDOCH Pay Method: CREDIT CARD 010362 Printed: Tuesday, February 09, 2016 8:20 AM 1 of 1 MAYES TESTING ENGINEERS, INC. Project No. L16399 Project Boeing Seattle ADC Ctr Phase 495 AHU Upgrade Address 9725 E Marginal Way S, Seattle, WA Permit No. D16-0031 Bldg Dept. City of Tukwila Client Dahlgren Industrial Contractor Dahlgren Industrial Record No. 002 Date 10/12/16 Weather Clear Inspection Proprietary anchors Sample(s) N/A Seattle Office 20225 Cedar Valley Road Sate 110 Lyn wxx1, WA 98036 ph425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Sud E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Po►tlandOfce 7911 NE 33rd Drive Sate 190 Portland, OR 97211 ph 503281.7515 fax 503281.7579 Inspected placement of expansion anchors for conformance with the provided plans and per Hilti requirements. Inspected placement of 1/2" diameter expansion anchors (Hilti KB -TZ, per contractor) in the platform ledger angle at the concrete wall. Anchors were torque tested to 40 foot- pounds, embedment depth was unknown as the anchors had been cut off flush with the nuts. PRELIMINARY INSPECTION As noted above. Inspector: Jim Kay Reviewed By: Robert Gardner Senior Project Manager RECEIVED CITY OF TUKWILA OCT 172016 PERMIT CENTER Information in this report applies only to the actual items inspected or tested and shall not be reproduced except in full, without the approval of Mayes Testing Engineers, Inc. Page 1 of 1 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 REVfEWED FOR LICODE COMPLIANCE ; APPROVED FEB 2 4 2016 .w City of Tukwila BUILDING DIVISION 1177-1 RECEIVED CITY OF TUKWILA FEB 0 8 2016 PERMIT CENTER bt 0031 consulting engineers 1900 W Emerson Place #200 Seattle, WA 98119 Phone (206) 284-1181 • FAX (206) 284-1236 i Job No./¢ -/4;25 Sheet / Of Client: gDP%h fC Project: .9.- /0/ /t/AC A::25004e n t th Subject: �liti er.) lyd/,�tvD� appor/3 By. /iC Date: _" . /5 /Wax, Idvi/c Bold /d a -a/5 P 5.6 G 67 % ,lwr /an ci('k1f . ,x7 98D 3.Y4') em eot �.- leA O,SffA/wishl44-_ .514, r . // _ s/ -; /2 y gY5 0, 5 (2i_q6)(40/40si) .5 c'6 -A (5/i )1e5 < /() f (.9e0,0,5) 7,2 05 k (ASPJ 6 _ x sayC�l _ J,203' 'fe mive%%te ,'/N'/// /5-1 5/ee/ s eyM ✓'/1 5hear (L=r5ie- /q/7/ %6/e 0 = (5)(5-47.5) 3572 ° Zo LZ 7 3.2 5 /-e 1 ,', 0,X< J consulting engineers 1900 W Emerson Place #200 Seattle, WA 98119 Phone (206) 284-1181 • FAX (206) 284-1236. 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J �12 • .6ti7� 9 m L—_ w. i o0 a 1 N v 13 11,- 1111➢ • I ISit Moil Tf�. • • • • • • • IE AUST7 :OMPANY i 3 E:Nz L s 2 r t a2gS s ..U, si IE -2u• le f 9. BUILDING 9— THE BOE DEVELOPMENTAL • H ad .t ti W F i e is g 46 c>T,f �m i =9*a T1-40 2 3-4 .. :1:414 ` m '1 2:1 Com' IµµI I . .__— .4!44 .'? �.I 1'�1'1'llllt6 f. 1• 1_ 4 • . �� 1 J427,1a• -0 se4eA • o 2 S-_15 ���_"�_ VOW� � � ,tyf g W r-1 m S. ril s ddisdd 3 3033 p�ty°`�` . —k a0000■ le 21 11Pt%• .g2 i1 ` .6 z 0170 L vt. KO W ' 1_ o� IY$O d N ' ii ' �3y FJ -c_ t"- `sgayi.J — — . W.i , '� S WNA =a. .t1S'S'trs � R yr .2 . qp .; 0 3d c 6t! 11 J P - ay -� o - ���__ t I ? 5• tip i O• zer) 4'0,4 oar �I�i(ol NAVA yvcAs,s rri ilia d , N5-4i:4444tatiro. IJ.00°L1 r'. \ t.,i.t PLATFOF.IA PLAN Ai .fW IIS MIAMMETAMP sa IO\k �•0 m, .-3p E K o Ig1 y© F "'nT as : p. tsrm°n O7`c ti i kW baFoY• �r'.I! 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Date:6%Zb//5- F7Xed //landY'a/VS ! 6/S N1= Cs, 5)(7oo J " 700 -/6 `i//5S- X.2X// Gam, 6/2v / 2x.X �. 700 76/ . Ral L AniCzY 42, 6 / _ ,2 J(6 - , 3 k -F& 760 Ig -/Z Gtdove_ 11, o S ,l2 /GG °�> = 0,x•2 iH. r consulting engineers 1900 .W Emerson Place #200. Seattle, WA 98119 Phone (206) 284-1181 • FAX (206) 284-1236 Job No.14-J42- 5 Sheet 10 Of Client: aD eie7 Project: % %/ M -C AP�/aeeyrre`i /C Subject: Alan drag/S. By. - Dote: "6/-24)//5 consulting engineers -1900 W Emerson Place #200 Seattle, WA 98119 Phone.(206) 284-1181 • FAX (206).284-1236 Job No, /1-40.5 Sheet // Of Client: 80e/r1 Project: 9-/ / ,4 ',4G , /acemie, Subject: Sig /y7-/ c crkr ,4* ie cn/t By: • Dote: /0A0/45— .Ce/Is s J /1 c cl %TacA ii�I'/ t a T ,9v4 C Grr� i O ase , a e l'F2 O/d //ow;Mg 210,, Sps , o 9 ,y 41-2? As. e' 7 a / G4, Zer /3 p,43 ✓cps Gf/p Cq'tz) (/ah/e /3.6 - I>Ig 4)(2'590' o)k /} Tk) 0.33 AV") // /5 - b , 3 fps , Gt/ = 0 , 3 Gip hVA C i,pi u,96r 6 -- 0,33(8-3k) '2,74 Go/ i a z /mss' t 61:) h /z y4cm-i un f/ ase . / /4" /.1= /oiZ = shia// /load 4r- `3� `/10/ . "4 O, ,C! , y Oh se rva i0r� EarthExplorer uses science for a changing world EarthExplorer Page 2. 12, USGS Home Contact USGS • Search USGS Page Expires In 1:59:16 Home 1 New System Message Login Register amFeedback Help Search Criteria. Data Sets Additional Criteria Results 1. Enter Search Criteria - .. 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 9400 E Marginal Way S, 1 Seattle, WA 98108, USA 47.5178 -122.2974 Coordinates PredefinedArea Shapefile KML. Degree/Minute/Second Decimal No coordinates selected. Use Map Add Coordinate Clear Coordlnatee Date Range Result Options Search from: mm/dd/yyyy I to: mm/dd/yyyy al Search months: (all) Data Sets » Additional Criteria » Results » Search Criteria Summary (show)Clear Criteria 1111111111 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/ `iJSAgov 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 47.5178°N, 122.2974°W Site Soil Classification . Site:..Class. D. "Stiff Soil" Risk Category I/II'/III Mi'n CiK :'h5000m Page -1-of-2 13 Ss = '1.513 g S1 = 0.573 g Sos = 1.009 g Son = 0.573 g 'For information on how the SS and S1 values above 'have been:calculated from probabilistic (risk -targeted) and 'deterministic ground motions in the direction. of maximum horizontal response, please return to the application and :select the. "2009 NEHRP" building code reference:dotuthent..,. 1.76 1.60 1.44 1.2B 1.12 S. 0.96 0.80 0.64 0.49 0.32 0.16 0.00 0.00 0.20 MCER Response Spectrum... 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.90 2.00 Period, T (sec) 1.10 . 0.99 0.88 0.77 ' : 0.66 a- 0.55 0.44 0.33 0.22 0.11 0.0.0 0.00 0.20 For PGAM, 11, C,s, and CR, values, please view the detailed report. Design Response Spectrum 0.40 0.60 0.80 1.00 1.20 1.40 Period, T (sec) 1.60 1.90 2.0.0 http://ehp1-earthquake.cr.usgs.gov/clesignni aps/us/summary.php?template... 10/20/2015 consulting engineers 1900 W Emerson Place #200. Seattle, WA 98119 Phone (206) 284-1181 • FAX (206) 284-1236 Job No./1•/42,5' Sheet /4 Of Client: ,Bp,?irt9 Project: F—/O/ /,'(/AC �efi lace eh rl:1 Subject: 1/d/ cis 1n/ 4.r, ✓Dote:../2//9//5— „eisfrri c -SAoked Ay 4 0/7ch/s fi (re-ev..a) .� /0/a gr"r1 f� 17kX C G d ih e hie:5 , /fi Awe. EAeor ca -4e, ehi6e/mei? �£- iv lcicesJ 27.' F�6AN _ .33 C/-1: x3o/'C2o•z psi de ff6 !M l(% • .5ee fie. "I 33(8 300*Y) (2.090)4 0.74)(!° ori (4)%//' shear/ahchor 55'4 = /d ea, /Grr mho r z/eh s/Crki 55 G'hchor sheaw consulting engineers 1900 .W Emerson Place #200 Seattle, WA 98119 Phone (206) 284-1181 • FAX (206) 284-1236 r Job No. /4 /1z .5 Sheet Client: eivr Project: 9'/a/ , 4'4 e Subject h/ iuo7 f9' By. A/C Date: GS Of oP �QC P �'l? e /9'Z. af` ./z//9//6 -- 96/6/11//c. /2//9/is- Jae/6/11%c 4o1-7-7 • pc9 . 671?-ert9. po//ou (Rev, ,9 ..� 5, d'n c%!or : %16/ (th ifro//ed 6y = 3, / 9 '� 0/0.P+ r Se.ism/c c,6 3/8) D; 3, 3, 3 (0/75) e P,.3.3, 6 (0 ,4c) /.04)a.6�e ei 6iIn7 (e, 76)(0 , 40) .96 %'. 4//ow v<hear le/ Sei ni'c 24:171-1 Jog 3a gel (0/75)(0, J O. 70 Vu � 0,55 74. `t 014 ,98 0,9'6 < /., 2 0 peon/ lied 4 „5' consulting engineers 1900 W Emerson Place #200 Seattle, WA 98119 Phone (206) 284-1181 • FAX (206) 284-1236 Job No./4-/¢2-5 Sheet /d3 Of Client: ,eoeih fc Project: ?-/0/ /1l/4 C 1eeiliacem Subject: // cu6 fs / P/ 1, Ea /eftsia-> By. Jec Date:.9/ 5 Ci4ech cs)4 6.`7 @. wco//c wG y cdo-?-7 y N, o I @ /8� e+7/j w= '(4aps4)=8D4/LF j�/J� 7:A/� _ , O8' 7,/g) 2. 4, 5/ g =A4/5 _ (530002,) _ �.1 ,ass a .1 4:rf X)`eh5i�-Y p/o 6-dy i o WfrCuh//_ C/oxis; 3 A 4_ __('6,4)o4 /3, 7,5 k Fe = /3,5 cioX/6,3 _22 .17 Xs 7 5 �: 4 • consulting engineers 1900 W Emerson. Place #200 Seattle, WA 98119 . Phone (206) 284-.1181 • FAX (206) 284-1236 1 Job No. /4-J42 5' Sheet /7 Of Client:e;h Project: 9./0/ leep/ocerrieh f Subject: /v/Cl241,/1-7 BY /C Date:. 407//6 /Vew . e/O X /5, 3 Ce �i�ever, @- /yai corn et- acing racin q ,5-7W0---)1) 571) Tr V V V k v i F 12pes$u` e 601/4L F 8J #V4 corner tb L= /0 (g 1(l , sQ_ �o"/F)(B) 2- 7L1/()(4) 9,6 A 9.Z 4. g,4 ' /8.3 k-- f-g- m = /8.3)� /3, ,- / 000 488.8) Y /4,3 14$2 246 ks > /6.3 . Ips i (e .F0 condYO /s I,, a./, 10/3/2016 City of Tukwila Department of Community Development JOHN S MURDOCH PO BOX 3707 M/C 46-88 SEATTLE, WA 98124 RE: Permit No. D16-0031 BOEING #9-101 - AHU SUPPORT 9725 E MARGINAL WAY S Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 11/16/2016. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 11/16/2016, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, i•-•::?)-Z":"LQ Bill Rambo Permit Technician File No: D16-0031 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERMIT COORD COP/ PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0031 DATE: 02/08/16 PROJECT NAME: BOEING #9-101- AHU SUPPORT SITE ADDRESS: 9725 E MARGINAL WAY S X Original Plan Submittal Revision # Response to Correction Letter #, before Permit Issued Revision # after Permit Issued DEPARTMENTS: An- Ac Building DivisionOM �- �U( Public Work Fire Prevention Structural Hca Planning Division if ❑ Permit Coordinator r PRELIMINARY REVIEW: Not Applicable n (no approval/review required) DATE: 02/09/16 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 03/08/16 Approved Corrections Required ❑ Approved with Conditions Pe- ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW ❑ Staff Initials: 12/18/2013 BOEING COMPANY, THE 0 Washington State Department of Labor & Industries 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 Page 1 of 9 https://secure.lni.wa.gov/verify/Detail.aspx?UBI=178005030&LIC=BOEINC*294ML&SAW= 5/20/2016 THE �S��r t {.3 t { ? 47E/ ry = ?t�s raj j r' {��uf �;�#>� �g„ �} � � �id�COMPANYSUPPORT SERVICES GR UPREPLACE AIR HANDLING UNIT AH1M18 BOEING DEVELOPMENTAL CE TER 9725 EAST MARGINAL WAY SOUTH TUKWILA, WASHINGTON 98108 VICINITY MAP • I Zili 9-51 • MFC 16 SC\3, 1b SYM PROJECT WORK LOCATION 7-251 OXBOW PARKING LOT DEVELOPMENTAL CENTER REVISION BY APPROVED NO SCALE DATE SYM CODE SUMMARY TYPE OF APPLICATION: ❑NEW ❑ ALTERATION ❑ ADDITION % TENANT IMPROVEMENT PROJECT DESCRIPTION: REMOVE EXISTING AC UNIT & REPLACE. MODIFY SUPPORT STRUCTURE TO ADD WALKWAY AND ACCESS PLATFORM. CODES: 2012 INTERNATIONAL BUILDING CODE & WAC 51-50 2012 INTERNATIONAL MECHANICAL CODE & WAC 51-52 2012 INTERNATIONAL FIRE CODE & WAC 51-54 2012 UNIFORM PLUMBING CODE & WAC 51-56 2012 UNIFORM PLUMBING CODE AMENDMENTS A, B & I & 2014 NATIONAL ELECTRIC CODE, AMENDMENTS A, B & C 2012 WASHINGTON STATE ENERGY CODE WAC 51—II CURRENT CITY OF TUKWILA ZONING ORDINANCES CONTRACTOR & STATE NUMBER. THE BOEING COMPANY (BOE BOEING PROJECT ENGINEER. WAC 51-57 & WAC 296-46B-010 INC *294ML 1/18/2017) PROJECT DESIGNER/ARCHI TEC: DOUGLAS CONDIT/EI BOEING CONTACT: JOHN MURDOCH FAX NUMBER' 253-657-0858 E—MAIL. lohn.s.murdoch@boeInq.com OCCUPANCY GROUP: GROUP B & GROUP F — BUSINESS & MANUFACTURING CONSTRUCTION TYPE: TYPE II -B ZONING:ALLOWABLE AREA INCREASE. SPRINKLERED & 60' SET—BACK (NO CHANGES) SI PHONE. 206-284-1181 PHONE: 253-740-0214 OCCUPANT LOAD: (ALLOWABLE) NO CHANGE FLOOR AREA: (ACTUAL) NO CHANGE (TABLE 10-A) OFFICES OCC, STORAGE OCC, LABORATORY OCC, CANOPY OCC, OTHER OCC, BLDG GROSS TUNNEL FIRST FLOOR IST FLR MEZZ 2ND FLOOR 2ND FLOOR MEZZ PROJECT AREA BUILDING HEIGHT: (ACTUAL) III FT STORIES: 2 MEZZANINE ? j' (YES) ❑ (NO) FIRE PROTECTION: SPRINKLERED THROUGHOUT PER NFPA 13 ? 1,089,878 SF SQ FT 50,910 SF SQ FT 713,829 SF SQ FT 28,401 SF SQ FT 296,460 SF SQ FT 278 SF SQ FT 1000 SF SQ FT SQ FT 54,794 SF (YES) 0 (NO) SEPARATION 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 DESIGN LOADS: (CHAPTER 16) ROOF: LIVE (SNOW) (PSF) FLOOR: OFFICE (PSF) MECH/STOR (PSF) STAIRS (PSF) CONCENTRATED: WIND: EXPOSURE REVISION 110 MPH, EXPOSURE C BY APPROVED DATE ORIGINAL ISSUE 28760 EISI GMM 01.22.16 ?1,.._im.EuratNG° 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 ARCHITECTURAL - CIVIL DRAWING NUMBER REV DRAWING TITLE 09-101—AO NEW COVER SHEET 09-101-1A30 A7 M FLOOR PLAN 09-101-1A31 A8 N FIRST FLOOR PLAN 09-101—A364 NEW DOOR DETAILS AND SCHEDULE 09-101—A458 NEW AH1M18 PLATFORM PLAN STRUCTURAL DRAWING NUMBER REV DRAWING TITLE 09-101-1S80 B SLAB PLAN (J—N/15-19) 09-101—S475 NEW AH1M18 PLATFORM PLAN 09-101—S685 NEW SECTIONS AND DETAILS 09-101—S686 NEW SECTIONS AND DETAILS 09-101—S687 NEW SECTIONS AND DETAILS 09 —101—S2aa NEW GENERAL NOTES ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED PROVED BY DEPT. DATE DRAWN DATE CHECKED SUBTITLE CODES AND PERMITS PROJECT TITLE: REPLACE AIR HANDLING UNIT AHIMI8 JOB NO: 28760 QUANTITY SUBMITTED: 5 SETS: GENERAL PERMIT (SHELL & CORE) OR STRUCTURAL TENANT IMPROVEMENT 0 4 SETS: TENANT IMPROVEMENT (NON—STRUCTURAL) 0 3 SETS: FIRE PROTECTION/SPRINKLERS 0 2 SETS: TENANT IMPROVEMENT (REVISION) SUBMITTED FOR PERMIT & REVIEW: 0 BUILDING 0 GRADING 0 ELECTRICAL 0 PLUMBING 0 LANDSCAPE 0 FIRE PROTECTION 0 MECHANICAL* 0 DEMOLITION 0 CANTILEVER RACKS STRUCTURAL ❑ - 0 - *TO BE REVIEWED UNDER SEPARATE PERMIT WASHINGTON STATE NON—RESIDENTIAL ENERGY CODE—APPROACHES COMPLIANCE OPTION ❑ PRESCRIPTIVE ❑ LPA 0 ANALYSIS %, N/A SPECIAL INSPECTIONS REQUIRED: 0 WELD 0 REBAR STRUCTURAL BOLTING 0 OTHER CALCULATIONS TYPE• N/A ATTACHED 0 CONCRETE II ANCHOR BOLTS 0 STRUCTURAL OBSERVATION (YES) (NO) DRAWING INDEX MECHANICAL DRAWING NUMBER REV DRAWING TITLE ELECTRICAL DRAWING NUMBER REV DRAWING TITLE 7071 SEPiTATE PERMIT NOV 16 2016 11 t•n'ai 1 :D FOR: • No chenges shell be made to the 7s of met wittr4 i prior approval of Tu!mila Building fUrisiCn. will require a new plan submittal rru y 1,14;14la adrz1t one plan rev -0w fees. � E Tukwila CITY OF TUKWILA Permit FT PERMIT AGREEMENT NUMBER: 15 -001 -BPA II Plan review approval is subject to errors and omissions. Approval of cons' : .tion documents does not authorize the vioiaticn re f . do ed code or ordinance. Receipt of approved i pyI • e•nditio s is acknowledged: / By Date City of Tukwila BUILDING DIVISION 1� l 4,/ REViEWED FOR CODE COMPLIANCE APP JVEDI FEB 2 4 2016 %i-1- Wit City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA FEB 082016 PERMIT CENTER PROJECT T I TLE :REPLACE AIR HANDLING UNIT AH1M18 COVER SHEET CURRENT REVISION 28760 SYMBOL° sic DATE 01.22.16 ENGINEER CHECKED APPROVED APPROVED TITLE REPLACE AIR HANDLING UNIT AH1M18 ARCHITECTURAL MASTER BUILDING 09-101 DEV. CENTER, WA SHEET AO JOB NO. DWG NO. 28760 09-101—AO COMP NO. SYM REVISION 11K16 BY APPROVED DATE C RACK STD. OF PLASTIC 4791164-00 MRM 04.30.99 SYM H f IJ 7 PLA\ SCALE: 1/8"= 1'-0" REVISION \ \ / BY APPROVED DATE RELOCATE/RECONFIGURE CFAC HAND TRIM 4576558-00 LMC TWH 11.24.07 D E SHIP SIDE MACHINE INSTALL DUST BARRIER 4110610-00 J#521489-00 MRM MRM TH/GM TH/GM 03.13.02 J CFAC HAND TRIM BACK TO ORIGINAL 03.19.02 K ADT CLOSET RENOVATION J#576558-02 W010673901 LMC TWH TWH 11.28.07 11.29.10 F INSTALL TWO OVERHEAD DOORS RELOCATE CFAC 4140627-10 J#140795-12 FOA TWH 10.22.04 L ADC TWH 07.06.05 M REPLACE AIR HANDLING UNIT AH1M18 28760 DLR GROUP EISI RJV GMM 04.01.13 01.22.16 el.m.Rszwv"i® ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN M. DITTMAR CHECKED DATE SUBTITLE 07.24.92 PERMIT SET CO \ LEGE\D S-RUCTIC\ \OTES PROVIDE MODIFICATIONS TO 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. NOV 16 Me psy itponeePOPA6 im,!,434Pggikkr, REVIEWED FOR CODE COMPLIANCE APPROVED FEB 24 2016 City of Tukwila BUILDING DIVISION GE\EAL \3TES EFRE\CE HAWI\GS RE CITY 0 FEB ?- W T T T I 1A10 1A11 1Al2 1A13 1A14 1A15 1A16 1A17 1A18 1A19 1A20 1A21 1A22 1A23 1A24 1A25 1A26 1A27 1A28 1A29 17,1tk3/40/ 1A31 1A32 1A33 1A34 1A35 1A36 1A37 1A38 --1 CEIVEp F.,11,A39 1A40 1A41 1A42 1A43 FTUKWILAri 1A44 0 R MR 1A45 1A46 PERMIT CENTER FLOOR PLAN KEY PLAN SCALE: NONE CURRENT REVISION 28760 SYMBOL DATE 01.22.16 ENGINEER CHECKED APPROVED APPROVED TITLE REPLACE AIR HANDLING UNIT AH1M18 ARCHITECTURAL MASTER BUILDING 09-101 COL. J—N/15-19 DEV. CENTER, WA SHEET 1A30 A7 JOB NO. 28760 COMP NO. DWG NO. 9 -101.1-1A30 10106A: 9/11/2013 6:02:12 AM SYM CFAC HAND TRIM OCCUPANCY: Fl AREA: 6453 SF OCC. LOAD: 65 REVISION BY APPROVED DATE RELOCATE QA - 90% SUBMITAL WH_11046.005 DLR GROUP RJV 09.15.11 SYM N REVISION BY REPLACE AIR HANDLING UNIT AH1M18 28760 EISI APPROVED GMM DATE 01.22.16 J K D E RADIUS FILLER - 90% SUBMITTAL 11046.006 RELOCATE QA -IFC WH_11046.006 RELOCATE MACHINE SHOP (FOR SERVICE TEAM) J#190106-22 IMO BLUEPRINT RELOCATE J#110138-00 DLR GROUP DLR GROUP GMM MRM RJV RJV 09.15.11 G 09.22.11 H 11.27.00 L GM 09.27.01 M RELOCATE/RECONFIGURE CFAC HAND TRIM J#576558-00 CFAC HAND TRIM BACK TO ORIGINAL J#576558-02 RADIOUS FILLER - IFC WH_11046.005 REDLINES CD07 11046.006 LMC LMC DLR GROUP DLR GROUP TWH TWH RJV RJV 10.24.07 11.28.07 09.22.11 09.22.11 0....„mwmro ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN M.DITTMAR CHECKED ENGINEER CHECKED APPROVED APPROVED DATE 07.18.92 SUBTITLE LEGE\D r"--> NON SPECIFIC, NOTE APPLIES TO ROOM SPECIFIC, NOTE APPLIES TO SPECIFC ITEM DENOTES: PREP & PAINT CEILING. SEE NOTE 4. GE\PAL \OTES EFERE\CE NAWI\GS CO\STUCTIO\ \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. NOV .16. 2016 . RECEIVED ,•. CITY OF TUKWILA FEB 082016 PERMIT CENTER FIRST FLOOR PLAN TnlE REPLACE AIR HANDLING UNIT AH1M18 BUILDING 09-101 Op, 1A10 (REVIEWED FOR QOE COMPLIANCE APPROVED FEB 2 4 2016 City of Tukwila BUILDING DIVISION 1A11 1Al2 1A13 1A14 1A15 1A16 1A22 1A28 1A17 1A23 1A29 1A34 1A39 1A18 1A24 1A30 1A35 1A40 1A19 1A25 rAt 1A36 1A40 1A44 1A20 1A26 1A32 1A37 1A42 1A45 1A21 1A27 1A33 1A38 1A43 1A46 ARCHITECTURAL MASTER COL. N -S/15-19 DEV. CENTER, WA 8' 4' 0 4' SCALE: 1/8"=1'-0" CURRENT REVISION SYMBOL 28760 n 8' DATE 16' 01.22.16 SHEET 1 A31 A8 JOB NO. 576558-02 COMP NO. DWG NO. 09-101-1A31 DUARTEE: 03/01/13 08:43 SYM D00TYPE SCALE I/8"=1'-0" TYPICAL FLAN E A \J DOO � OYES 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 I 3/4" 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. HADWAE \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. REVISION BY APPROVED DATE SYM REVISION A FLUSH D00R LEGE\ HM HOLLOW METAL D FAV E TYPE HARDWARE SCHEDULE HG -5 LOCKSET 5407 PR. BUTTS DOOR SWEEP SET SOUND SEALS KICKPLATE CLOSER BY APPROVED DATE - REPLACE AIR HANDLING UNIT AH1M18 28760 EISI GMM 01.22.16 SCALE I/8"=I'-0" A364 HM FRAME gi.._AMWMG° P-4 MATCH EXISTING DOORS & FRAMES (DOORS & FRAMES PRIMED BY MFR) I COAT PRIME AND 2 COATS FINISH DOO 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 I1A350 - ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN MR CHECKED DATE ENGINEER KC CHECKED APPROVED APPROVED SUBTITLE TITLE 2 LAYERS 5/8" F.R. GYP BD, EACH SIDE SEALANT, ALL AROUND. DOOR, AS SCHEDULE[... `-HOLLOW METAL DOOR FRAME DOUBLE STUD © DOOR, TYP. HN DOO JAN3 HEAD SIV SCALE'. 1 1/2" = 1'-0' NOV 1 6.2016 DOOR DETAILS AND SCHEDULES REPLACE AIR HANDLING UNIT AH1M18 BUILDING 09-101 1� A364 ARCHITECTURAL MASTER DEV. CENTER, WA REVIEWED FOR ODE COMPLIANCE ,rtl APPROVED FEB 2 4 2016 a' City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA FEB 08 2016 PERMIT CENTER CURRENT REVISION 8760 SYMBOL° IC DATE 01.22.16 SHEET A364 JOB NO. 28760 COMP NO. DWG NO. 09-101-A364 SYM MEZZANINE 11103 CONFERENCE ROOM 2'-6" 3'-0" 4' 4'-0" j1 J L AH1 v 1 8 30' —3" .1� CLD CN T.O.S. EL. 28'-10" 15-1" I I I I I I I I r L EXISTING SINK 6'-0" REVISION r --J 1 BY APPROVED DATE SYM r EXISTING MEZZANINE WITH NEW MODIFICATIONS (SUSPENDED FROM 2nd FLOOR) PLA\ SCALE: 1/4" = 1'-0" REVISION til 1A30, 7A31 A458 BY APPROVED DATE REPLACE HVAC UNIT AH1M18 28760 EISI GMM 01.22.16 T.O.S. EL. 25-0" 0....._.,mormw` ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN DATE CHECKED SUBTITLE AH1M18 PLATFORM PLAN LECE\D CONSTRUCTION NOTES RELOCATE EXISTING TOWEL DISPENSER NEW 3'-0" x 7'-0" DOOR. SEE ARCHITECTURAL. VERIFY. 4. 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. GE \EAL \OTES w NOV .16 2016 CURRENT REVISION 28760 REVIEWED FOR CODE COMPLIANCE APPROVED FEB 2 4 2016 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA FEB 0 8 2016 PERMIT CENTER SYMBOL() G DATE 01.22.16 ENGINEER CHECKED APPROVED APPROVED TITLE REPLACE HVAC UNIT AH1M18 BUILDING 09-101 ARCHITECTURAL MASTER DEV. CENTER, WA SHEET A458 JOB NO. 28760 COMP NO. DWG NO. 09-101—A458 SYM REVISION BY APPROVED DATE SYM PARTIAL SLA3 PLA\ SCALE: 1/8" = 1'-0" REVISION BY APPROVED DATE A ZIMMERMAN 5 -AXIS ROUTER 55756701 WEM 12.06.07 B REPLACE AIR HANDLING UNIT AH1M18 28760 EISI S. CHO 01.22.16 iBOE/NS rr �0' �, 13359GQ s{oNAL Ely ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN WEM DATE 12.06.07 CHECKED ENGINEER CHECKED A•PROVED APPROVED SUBTITLE TITLE LEGE\D GENERAL \OTES 1. FINISH FLOOR ELEVATION = 15'-6" EFHE\CE NAWI\GS CO\STRUCTIO\ \OTES PROVIDE MODIFICATIONS TO EXISTING PLATFORM AND PROVIDE 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. NOV 16 2016 bloo31 SLAB PLAN (J -N/15-19) REPLACE AIR HANDLING UNIT AH1M18 STRUCTURAL MASTER BUILDING 09-101 COL. J—N/15-19 1S10 1511 REVIEWED FOR CODE COMPLIANCE :{.. APP OVED FEB 2 4 2016 City of Tukwila 'WILDING DIVISION I I 0 1S12 1S13 1S14 1S15 1S16 1S17 1S18 1S19 1S20 1S21 0 1S22 1S23 1S24 1S25 1S26 1S27 1S28 1S29 I1S34 1S39iS39 DEV. CENTER, WA 01S30 0 1S31 mmvA 1S32 1S33 1S35 1S36 1S37 1S38 1S40 1S41 1S42 1S43 1S47 1S44 KEY PLAN SCALE: NONE 1S45 CURRENT REVISION SYMBOL 28760 3 1S46 0 0 22 1S48 R10EI�/ED 23 CITY OF TUKWILA FEB 0 8 2016 PERMIT CENTER DATE 01.22.16 SHEET 1S80 JOB NO. 55756701 COMP NO. DWG NO. 09-101-1S80 PORTATION AISLE r - []- ffl. _._. RZZANINE ABOVE) Z Q c n n T� MIDI TRIM SHOP 'Cliiii AREA: = 2,800 SF. ■■ OCCP. LOAD FACTOR = 200 SF/ OCCP. OCCP. LOAD: = 14 OCCPANTS MAX. TRANSPORTATION AISLE i 13 4 0 Cr 0 TIr1 ........... 41111 •Ir • n n Gar try ram outline7-----c3 i— ul and for reference only 1 � �, i— i- �- –\ - - '� I l i -t 1 t � I -� I 1 I I I I I I I �l� I I, -I I I 1 I I I J i �(' IiH I tl 1 1 1 I JTN 1 \ , / \ milk AH1M18 PLATFORM A458 S475 / \ I- I IIn n n PULTRUSION CLEAN ROOM El AREA: = 720 SF OCCP. FACTOR: = 1/200 SF OCCP. LOAD: = 4 MAX. ■ _r w ri r -i FTI Fl REVISION BY APPROVED DATE SYM PARTIAL SLA3 PLA\ SCALE: 1/8" = 1'-0" REVISION BY APPROVED DATE A ZIMMERMAN 5 -AXIS ROUTER 55756701 WEM 12.06.07 B REPLACE AIR HANDLING UNIT AH1M18 28760 EISI S. CHO 01.22.16 iBOE/NS rr �0' �, 13359GQ s{oNAL Ely ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN WEM DATE 12.06.07 CHECKED ENGINEER CHECKED A•PROVED APPROVED SUBTITLE TITLE LEGE\D GENERAL \OTES 1. FINISH FLOOR ELEVATION = 15'-6" EFHE\CE NAWI\GS CO\STRUCTIO\ \OTES PROVIDE MODIFICATIONS TO EXISTING PLATFORM AND PROVIDE 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. NOV 16 2016 bloo31 SLAB PLAN (J -N/15-19) REPLACE AIR HANDLING UNIT AH1M18 STRUCTURAL MASTER BUILDING 09-101 COL. J—N/15-19 1S10 1511 REVIEWED FOR CODE COMPLIANCE :{.. APP OVED FEB 2 4 2016 City of Tukwila 'WILDING DIVISION I I 0 1S12 1S13 1S14 1S15 1S16 1S17 1S18 1S19 1S20 1S21 0 1S22 1S23 1S24 1S25 1S26 1S27 1S28 1S29 I1S34 1S39iS39 DEV. CENTER, WA 01S30 0 1S31 mmvA 1S32 1S33 1S35 1S36 1S37 1S38 1S40 1S41 1S42 1S43 1S47 1S44 KEY PLAN SCALE: NONE 1S45 CURRENT REVISION SYMBOL 28760 3 1S46 0 0 22 1S48 R10EI�/ED 23 CITY OF TUKWILA FEB 0 8 2016 PERMIT CENTER DATE 01.22.16 SHEET 1S80 JOB NO. 55756701 COMP NO. DWG NO. 09-101-1S80 SYM r. 0 0 BE RE -USED 0 CD REVISION 4'-0" S475 S687 MEZZANINE TYP (4) PLACES S475 S687 EXISTING CONCRETE WALL CONFERENCE ROOM 2'-6" 3'-0" S475 S687 0 1 r. 4" 06 X U OW - d - cd X 0 Z BY APPROVED C5x6.7 5 S475 C10x15.3 Lf) REMOVE EXISTING DIAGONAL BRACE C5x6.7 r Lf) U C5x6.7 C X Li) L 5x3x3/8 LLV C5x6.7 C5x6.7 S687 EXISTING L4x4x 1 /4 HANGER, TYP (6) / EXISTING / C10x15.3 I NEW HVAC UNIT I C10x15.3 -,NNNr4,�NNNNN�NNONONNNN -.4-) 1 S687 ♦NN 404 •,,'NNN�N�� ail 411 `'Nv� 4 41 i 'N0 N 29'-7„ II II iil S475 N • X CO III III III k III I I III II III 1\ III •.. III II11 , I II ch X co C10x15.3 S475S)87 DATE 4'-4" 10 EXISTING C10x15.3 `- REMOVE EXISTING DIAGONAL BRACE EXISTING W6x9, TYP 21 7 T.O.S. EL. 28'-10" Pr OG CD CV E S475 S687 >v-1/4' INLAND 4 WAY PLATE, TYP STAIR MC 10x8.4 MC 10x8.4 HR (5) TREADS ® 9 1/2" JI E OPP HAND EXISTING C10x15.3 C10x15.3 4'-4" S475 S687 15' - MC 10x8.4 MC 10x8.4 X x (NEW EXTENSION) (EXISTING PLATFORM -0 BE RE -USED) 30'-3 OVERALL (NEW EXTENSION) 5,-4" SYM 8" TYP 9'-4" TYP (4) SP ® 10'-0" = 40'-0" REVISION BY APPROVED AH1N18 PLATFOV PLA\ SCALE 3/8" = 1 -0" A475 S475 DATE - ORIGINAL ISSUE 28760 EISI S. CHO 01.22.16 Q� BOE/NGS C' - DRAWN ACCEPTABILITY MR THIS DESIGN AND/OR SPECIFICATION IS APPROVED ENGINEER APPROVED BY DEPT. DATE KC DATE MC10x8.4 � C 5475 S687 6'-0" CHECKED CHECKED SUBTITLE r. A = S475 S685 S475 S685 Mr EXISTING PRECAST CONCRETE BEAMS ABOVE, TYP LEGE\D HR HANDRAIL - SEE S475 S686 CO\STUCTIO\ \OYES ALL DECK PLATE EDGES AND SEAMS SHALL BE AT SUPPORTING MEMBERS. VERIFY 3. 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. �EFE�E SCE NAM \GS 09-1625-S8 PLATFORM AC -2 UNIT GE\RAL \OTES SEE DWG. 09-101-S2aa NOV_ 1.6.2016 NVocw AH1M18 PLATFORM PLAN REVIEWED FOR CODE COMPLIANCE APPROVED FEB 2 4 2016 • City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA FEB 082016 PERMIT CENTER CURRENT REVISION SYMBOL 28760 0 G DATE 01.22.16 APPROVED APPROVED TITLE REPLACE AIR HANDLING UNIT AH1M18 STRUCTURAL MASTER BUILDING 09-101 SHEET S475 JOB NO. 28760 COMP NO. DEV. CENTER, WA DWG NO. 09-101-S475 SYM 4,-4" 15— If ft NEW EXTENSION COPE MC10 TOP FLANGE „ )) )) (2) 1/2"0 HILTI KB TZ —8" 4 1/2" 1/4" INLAND 4—WAY PL (2) 1/2"0 HILTI KB—TZ (5) TREADS @ 9 1/2" = L 5x3x3/8 LLV 3/16 >3 MC 10x8.4 4,-4" CO TYP @ EACH \ STRINGERS 3/16 MC10x8.4 „c:- (2) 1/2"0 HILTI KB—TZ SECTIO C5x6.7 x 2'-6" SCALE: 1" = 1'-0" (A) S475 S685 15'-1" 03 z 9" TYP 3'-11 1/2" N 9 1/2" TYP 1/2" TYP 1/8 (2) S685 S686 MC 10x8.4 EDGE OF EXISTING / CONC. WALL 4'-0" DOOR 2'-0" (5) TREADS: McNICHOLS TREAD—GR P, PRE—GALVANIZED, 13 GA, 10" WIDTH x 30" LONG 9 1/2" 11" 4 1/2" L 2x2x3/8 x 0'-9" TYP> 3/16 2-6 6'-1" S685S 86 9)) L 4x3x1/4 LLV TYP> 3/16 N 1/4" INLAND 4—WAY PL �9 \ MC 10x8.4 TYP 3 1/2" 5'-0" 3/16N 6'-0" NEW EXTENSION TYP FOR ALL NEW FLOOR PL 3/16 "2-12 REVISION C, 01 3/16 1/4" INLAND 4—WAY PL BY C5x6.7 -J MC 10x8.4 APPROVED DATE SYM 3/16 V 2-6 MC10 TO MC10 SECTIO\ 1 /8 C5x6.7 x 2'-6" SCALE: 1" = 1'—O" REVISION BY MC 10x8.4 (13- S475 S685 APPROVED DATE ORIGINAL ISSUE 28706 EISI S. CHO 01.22.16 N. N. N . \ \\ \ \ . \ \ \ `\\ \ \ \ \ \. \N \ ` \ `. \ \ \ \ \ N\ \ N.\ \ ` N ` \ \ . \ N.\ \ ` \ ` N.` \ \ \ N \ N N.`\ . \ \ \ \ N N . \ N HSS 2x2x11 GA N \ \ \ \ r \. \ N \ . N. N. . . \ . N . . . \ Ns Ns \ \ \ N \ MC 10x8.4 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DRAWN MR CHECKED DATE SUBTITLE FIXED HANDRAIL ( 2 S685 S686 T- J - MC 10x8.4 D CONSTRUCTION NOTES HILTI KB—TZ, 1/2"0 x 3 1/4" MINIMUM CONCRETE EMBEDMENT. VERIFY ELEVATION DIFFERENCE BETWEEN EXISTING MEZZANINE FLOOR AND HVAC PLATFORM FLOOR. VERIFY 16. TYP 3/16r2-6 SECTIONS AND DETAILSIG NOV .16 MI6 003( RE (EWED FOR CODE COMPLIANCE A; APPROVED FEB 2 4 2016 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA FEB 082016 PERMIT CENTER CURRENT REVISION 8760 SYMBOL0 - DATE 01.22.16 ENGINEER DEPT. DATE KC CHECKED APPROVED APPROVED TITLE REPLACE AIR HANDLING UNIT AH1M18 BUILDING 09-101 STRUCTURAL MASTER DEV. CENTER, WA. SHEET S685 JOB NO. 28760 COMP NO. DWG NO. 09-101—S6 85 CONSTRUCTION NOTES 1 SECOND FLOOR EL 40'-6" VERIFY o a. ° o fl : p. op t ie o ° o ° tio 0 LS p A p p e p r. G T 8" TYP N 5'-4" 4111 10'-0" 10'-0" y EXISTING L 4x4x1/4 ANGLE HANGER TYP (6) PLACES rai []z— AIR HANDLING UNIT AH1M18 I .\ o •\\ `\ ,\ \ ` I I I o 1,\ \\ \ \ \\\ \ o DIAGONAL BRACE \ \ (TO BE REMOVED) ` \\ \\ \o \ \ \ \ \ % \ \ \\\ \\\ \\ \ \ \,\\ \ \\ \ MC10x8.4 \ \\\ 1/4" INLAND 4 WAY PLATE, TYP I I 4k _ I T I I —,r— II II -----f--- �,\ � f ` —T—J -- O a � OO 0 II ---f--- T— �T— �ir �T— II u u � G��� GJL� GJ�� - O0 —T— —T— —T— —T— —T II u u u �J�� ,___IL__ GJ�� ,__J l__, ----f---- u � O II G T � 11.— II -----f---- � 4" EXISTING W6x9, TYP EXISTING C10x15.3 4" ® C10x15.3 MC 10x8.4 CJP ,_ 2 62'-4" 2,_6,. 2'-4" (8) SP ©2,_0,. = 16,_0„ .� _ 2, 6" <CJP — 2, 1 " r 'tih..8" ►� r►1 3" fr .� 4,_4„ 21'-7" 4'-4" 15Alk'-1" (N.T.S.) .416 NEW EXTENSION 30'-3" NEW EXTENSION ELEVATIO\ r,6, NOV 162016 SCALE: 1" = 1'-0" S475 S686 P _ I'•: Ilia:- ..s ..s*4FA(^. S.id[.._.;dvdl "m�*{iC?A�R;y;i.. REVIEWED FOR CODE COMPLIANCE \: f APPROVED ' ' FEB 2 4 2016 yk RECEIVED CITY OF TUKWILA FEB 0 8 2016 PERMIT CENTER City of Tukwilabrihxfia BUILDING DIVISION avx ^ t) it (c, ..... 003( PERMIT SET ;i `13n'dNlx,.tih?l,fC nCnY„IlifiatP'$ZR rv9,3?,fi`ux^.,xy„imsy4``F;'`#'G$n`?""nft,"&sd`chNSf";*`1,a'h.kaicl2,±h2.:?;&C"e°sB"&' SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ® 4 MEli avAeM 'de W # ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED MR WN DATE SUBTITLE SECTIONS AND DETAILS CURRENT REVISION 28760 SYMBOL 0 (� I V DATE 01.22.16 - ORIGINAL ISSUE 28760 EISI S. CHO 01.22.16 CHECKED SHEET S686 ENGINEER KC TITLE REPLACE AIR HANDLING UNIT AH1M18 - BUILDING 09101 STRUCTURAL MASTER DEV. CENTER, WA, f fi�. APPROVED BY DEPT. DATE „4 �% n L.� CHECKED JOB NO. 28760 COMP NO. F `� !`• '� ���`" Q �,, 13359 G� `tS�Q1�za0 APPROVED DWG NO. 09-101—S686 APPROVED CJP> SYM 1/4" INLAND 4 -WAY PL MC10x8.4 4 1/2" CV 1/2"0 HILTI KB -TZ DETAIL 7I 9," S687 (2) 1/21'0 HILTI KB -TZ L 3x3x3/8 1/2" PL SCALE: 1' = 1'-0" MC10x8.4 3/16 V 3/16 >3 DETAIL (1� S685 S686 \ \\ \\ \\ \\ \\ / / / / FILL PL 3"x1/2" x 0'-4" C4x5.4 SCALE: 3" = 1'-0" I � 1 S687 COPE MC10 TOP FLANGE 1 1/2" 1/4" INLAND 4 -WAY PL (2) 1/2"o HILTI KB -TZ 3/16 L 5x3x3/8 LLV MC10x8.4 SECTIO\ o SCALE: 1' = 1'-0" 1 EXISTING C10x15.3 3/16 W6x9 1/4" INLAND 4 -WAY PL 4'-4" S475)87 C10x15.3 TYP S687 C4x5.4 x 2'-6 1/2" 3/16N 3 /16 SECTION 2'-6" 2'-0" 1/4" INLAND 4 -WAY PL 7 S687 <TYP 1 MC10x8.4 L 3x3x3/8 3/161 \� 3/16 N3 3/16 CV •a, e SCALE: 1' = 1'-0" 3/16 MC10x8.4 " / /• // / r. • / 1/2" 3/16 S687 FILL PL 3"x1/2" x 0'-4" L _ C4x5.4 DETAIL L_ J SCALE: 3" = 1'-0" 3/16 >2-6 MC10x8.4 SECTIO\ SCALE: 1" = 1'-0" REVISION BY �E1 S475 S687 APPROVED DATE 3/16N SYM 4 3 /16 W6x9 S687 3'-8" HSS 2x2x11 GA TYP 1/8 HSS 2x1x11 GA TYP 1/8 HSS 2x2x11 GA POST 6'-0" MAX O.C. TYP 1/8 TOE PL 4"x1/4" 1/8 2-8 C10x15.3 OR MC10x8.4 HA\DAIL DETAIL 1 /8 SCALE: 1" = 1 -0" NOTE: HANDRAIL NOT SHOWN FOR CLARITY EXISTING C10 OR NEW MC10 3/16 " 2-6 SECTIO\ 3/16 NEW MC10x8.4 3/16 SCALE: 1' = 1'-0" 3/16 / 3 1/4" INLAND 4 -WAY PL 0" COPE FLANGE OF C5 FAR SIDE C10x15.3 EXISTING W6 AND C10 L 3x3x1/4 x O'-4" 3/4" C5x6.7 3/16 e . e SECTIO\ (2) 1/2"0 HILTI KB -TZ F SCALE: 1" = 1'-0" REVISION BY APPROVED DATE <TYP 3/16 V2-12 S475IS687 ORIGINAL ISSUE 28760 EISI S. CHO 01.22.16 L 5x3x3/8 LLV S475 S687 TYP 1 � 1 S685 S687 3/16V3 MC10x8.4 3'-8" MC10x8.4 NOTE: HANDRAIL NOT SHOWN FOR CLARITY DETAIL 3 SCALE: 3" = 1'-0" NOTE: HANDRAIL NOT SHOWN FOR CLARITY DETAIL 5685 5686 SCALE: 3" = 1'-0" 6" L 4x3x 1 /4 LLV S685 S686 MEZZANINE FLOOR 3/16 /3 MC10x8.4 1/2'10 HILTI KB -TZ 3/16 /3 SECTION � SCALE: 1' = 1'-0" -10" 3/16 >3 1/4" INLAND 4 -WAY PL <TYP 3/161 2-12 COPE FLANGE OF C5 FAR SIDE MC10x8.4 -' / MC10x8.4 3 /16 3" BE/NGS C' - r. CV 3" SECTIO (2) 1/2"0 HILTI KB -TZ MC10x8.4 SCALE: 1" = 1'-0" ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY (G� 545 L687 DRAWN MR CHECKED DATE L 5x3x3/8 LLV SUBTITLE S475IS687 CONSTRUCTION NOTES HILTI KB -TZ, 1/21'0 x 3 1/4" MINIMUM CONCRETE EMBEDMENT. ALUMINUM SQUARE TUBING WITH ROUNDED CORNERS 2x2x1/4 6063-T52. ALUMINUM PL 4"x1/4" 606T1 -T6. HSS 2 1/4x2 1/4x12 GA (.109") x 0'-10" ASTM A500 GR B. �7► VERIFY C10x15.3 EXISTING C10x15.3 CJP DETAIL SCALE: 3' = 1'-0" b( (()- oo 31 NOV .16 2016 1/4" INLAND 4 -WAY PL SECTIO\ H SCALE: 1" = 1'-0" SECTIONS AND DETAILS S47IS687 S685 S686 REVIEWED FOR CODE COMPLIANCE APPROVED FEB 2 4 2016 • City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA FEB 082016 PERMIT CENTER CURRENT REVISION SYMBOL 28760 0 SIG DATE 01.22.16 ENGINEER DEPT. DATE KC CHECKED APPROVED APPROVED TITLE REPLACE AIR HANDLING UNIT AH1M18 BUILDING 09-101 STRUCTURAL MASTER DEV. CENTER, WA. SHEET S687 JOB NO. 28760 COMP NO. DWG NO. 09-101-S687 GE\EAL \ 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 2012 AND ACI 318. LIVE LOADS: PLATFORM - 4,000 LB EQUIPMENT WEIGHT PLUS 30 PSF SEISMIC - SITE CAT "D", SDS = 1.01, Rp = 6.0, °p = 2.5 REFERENCES: A. AISC STEEL CONSTRUCTION MANUAL, 14TH ED REVISION BY APPROVED DATE SYM 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 TO: 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 BY APPROVED DATE REPLACE AIR HANDLING UNIT AH1M18 28760 EISI S. CHO 01.22.16 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. INSTALL BOLTS SNUG TIGHT EXCEPT AT THE FRAME WHICH SHALL BE SLIP CRITICAL. 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. BOE/NGS 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. DRAWN MR DATE CHECKED ENGINEER DATE KC CHECKED SUBTITLE NOV 16 2016 bti ooi GENERAL NOTES REVrEWED FOR :CODE COMPLIANCE APPROVED FEB 2 4 2016 City of Tukwila BUILDING DIVISION CURRENT REVISION 28760 RECEIVED CITY OF TUKWILA FEB 0 8 2016 PERMIT CENTER SYMBOL DATE O R I G 01.22.16 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