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HomeMy WebLinkAboutPermit D17-0321 - BOEING #9-12 - DISHWASHING ROOMBOEING #9-12 9725 E MARGINAL WAY S BLDG #9-12 D17-0321 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 5624201032 Permit Number: D17-0321 9725 E MARGINAL WAY S BLDG 9-012 Issue Date: 1/2/2018 Permit Expires On: 7/1/2018 Project Name: BOEING #9-12 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: 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 PO BOX 3707 M/C 20-00 PROPERTY TAX DEPT, SEATTLE, WA, 98124 Phone: (253) 350-5522 Phone: (312) 544-2535 Expiration Date: 1/18/2019 DESCRIPTION OF WORK: RECONFIGURE DISH -WASHING ROOM INTO OFFICE. INFILL WALL ADD DOOR, MOVE ANOTHER. NEW LIGHTS. Project Valuation: $173,980.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: IIB Electrical Service Provided by: TUKWILA Fees Collected: $3,827.79 Occupancy per IBC: B Water District: TUKWILA Sewer District: 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: 2017 2017 2017 2015 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: TJ Date: I Ill" ix 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 t is peff mit does not presume to give authority to violate or cancel the provisions of any other state or loca law reg al.ting construction or the performance of work. I am authorized to sign and obtain this developmen p: , it an• agre •. to the conditions attached to this permit. Signatur Print Nam 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: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. ASCE 7, Chapter 13. 5: Partition walls shall not be tied to a suspended ceiling grid. All partitions greater than 6 feet in height shall be laterally braced to the building structure. Such bracing shall be independent of any ceiling splay bracing. 6: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 7: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 8: 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. 9: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 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). 15: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 13: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand- held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand-held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 14: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 16: Maintain fire extinguisher coverage throughout. 17: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge 'or effort. (IFC 1010.1.9) 18: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 19: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 20: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1010.1.9.1) 21: Aisles and aisle access ways serving as a portion of the exit access in the means of egress system shall comply with the requirements of this section. Aisles or aisle access ways shall be provided from all occupied portions of the exit access which contain seats, tables, furnishings, displays and similar fixtures or equipment. The required width of aisles shall be unobstructed. (IFC 1018.1) 25: 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) 23: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 22: 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). 26: 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) 27: 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) 28: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 29: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.11 of the International Building Code. 24: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 30: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 31: 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** 0612 EXT ROOFING INSUL 1400 FIRE FINAL 0409 FRAMING 0406 SUSPENDED CEILING CITY OF TUKWi A Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov u 7'O3a1 Building Permit No. 1 Project No. ///30b7 eVICihr Date Application Accepted: 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 King Co Assessor's Tax No.: 5624201032 Site Address: 9725 E. marginal way s Tenant Name: Boeing co. Suite Number: 9-12 Floor: 1 PROPERTY OWNER Name: John Murdoch /Mark Clement*- Boeing co. Name: The Boeing co. John Murdoch City: Seattle State: Wa Zip: 98124 Address: p0 Box 3707 MC 46-88 - City: Seattle State: Wa Zip: 98038 CONTACT PERSON — person receiving all project communication Name: John Murdoch /Mark Clement*- Boeing co. Address: Po box 3707 MC 46-88 City: Seattle State: Wa Zip: 98124 Phone: (253) 350-5522 Fax: (206) 617-2944 Email: John.s.murdoch@boeing.com GENERAL CONTRACTOR INFORMATION Company Name: The Boeing company- John Murdoch Address: PO. Box 3707 MC 46-88 City: Seattle State: WA Zip: 98124 Phone: (253) 350-5522 Fax: Contr Reg No.: BOEINC*294ML Exp Date: 01/18/2019 Tukwila Business License No.: H:Wpplications\Forms-Applications On Line\2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh New Tenant: ❑ Yes ❑ ..No ARCHITECT OF RECORD Name: John Murdoch Company Name: Sifts & Hill Cin': Seattle State: WA Zip: 98124 Architect Name: Dave Boileau - Address: 4815 Center Street City: Tacoma State: WA Zip: 98409 Phone: (253) 474-9449 Fax: Email: sifts-hill-engineers.com/ ENGINEER OF RECORD Name: John Murdoch Company Name: Sits and Hill Cin': Seattle State: WA Zip: 98124 Engineer Name: Brent Leslie Address: 4815 Center Street City: Tacoma State: WA Zip: 98409 Phone: (253) 474-9449 Fax: Email: .itts-hill-engineers.com/ LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: John Murdoch Address: PO. Box 3707 mc 46-88 Cin': Seattle State: WA Zip: 98124 Page 1 of 4 BUILDING PERMIT JNFORMA'><„.._.w - 206-431-3670 Valuation of Project (contractor's bid price): $ 173,980 Existing Building Valuation: $ Describe the scope of work (please provide detailed information): Reconfigure dish -washing room into office. Infill wall add door, move another . new lights Will there be new rack storage? ❑ Yes 0.. 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 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers Automatic Fire Alarm ❑ NoneOther (specify) ❑ Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 0 No If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Fortes-Applications On Line\201 1 Applications\'ermit 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 l' Floor 9 1,200 2b B 2" Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: • Compact: Handicap: Will there be a change in use? 0 Yes 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers Automatic Fire Alarm ❑ NoneOther (specify) ❑ Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 0 No If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Fortes-Applications On Line\201 1 Applications\'ermit 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 PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: ® .4"`.7 1 Date: 11 Print Name: Mark Clement Day Telephone: 'U b 11 44 �1 Mailing Address: Pe) N b X 5107, r' c `t4i - o i R e rt t Q w ,t\ woy H:\Applications\Forms-Applications On Line \20I I Applications\Permit Application Revised - 8-9-11.docx Revised: August 201 I bh City State Zip Page 4 of 4 PUBLIC WORKS PERMIT INFOI TION — 206-433-0179 Scope of Work (please provide detailed information): Call before you Dig: 811 t• Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑ ...Water District #125 ❑ ...Water Availability Provided 0 .. Highline Sewer District 0 ...Tukwila 0 ...Valley View 0 .. Renton 0 ...Sewer Use Certificate 0... Sewer Availability Provided Septic System: ❑ .. Renton ❑ .. Seattle ❑ 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 boxeswhich apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") El...Technical Infoarmation Report (Storm Drainage) 0 .. Geotechnical Report ❑ ...Bond ❑ .. 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 ❑ ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way ❑ ❑ ...Total Cut cubic yards ❑ ...Total Fill cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water • ❑...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 ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut 0 .. Pavement Cut ❑ .. Looped Fire Line ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Permanent Water Meter Size... WO # 0 ...Temporary Water Meter Size .. I I WO # ❑ ...Water Only Meter Size WO # 0 ...Deduct Water Meter Size ❑ ...Sewer Main Extension Public 0 Private 0 ❑ ...Water Main Extension Public ❑ Private 0 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 ApplicationsTermit Application Revised - 8-9-1 I.docx Revised: August 2011 bh Page 3 of 4 City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY „ PAID $2,365.99 D17-0321 Address: 9725 E MARGINAL WAY S BLDG 9-012 Apn: 5624201032 $2,365.99. Credit Card Fee $68.91 Credit Card Fee R000.369.908.00.00 0.00 $68.91 DEVELOPMENT $2,187.91 PERMIT FEE R000.322.100.00.00 0.00 $2,183.41 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $109.17 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R13129 R000.322.900.04.00 0.00 $109.17 $2,365.99 Date Paid: Tuesday, January 02, 2018 Paid By: JOHN S MURDOCH Pay Method: CREDIT CARD 089600 Printed: Tuesday, January 02, 2018 12:54 PM 1 of 1 CRIOVSYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT PermitTRAK QUANTITY PAID $1,461.80 D17-0321 Address: 9725 E MARGINAL WAY S BLDG 9-012 Apn: 5624201032 $1,461.80 Credit Card Fee $42.58 Credit Card Fee 8000.369.908.00.00 0.00 $42.58 DEVELOPMENT $1,419.22 PLAN CHECK FEE R000.345.830.00.00 0.00 TOTAL FEES PAID BY RECEIPT: R12914 $1,419.22 $1,461.80 Date Paid: Thursday, November 30, 2017 Paid By: MARK D CLEMENT Pay Method: CREDIT CARD 039406 Printed: Thursday, November 30, 2017 2:12 PM 1 of 1 CSYSTEMS INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION On 037.E 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: gvefl.66 09_1,_ Type of inspection: /Likel 1;1/41 -- Address: 7Z gS E 0/0€444 ,6d f f Arg 6' mil_ M -PFK ,V%'j2 Peg X71 f Date ailed: Date .--I Special Instructions: Wanted: /Z-216 p.m. ERWX Phone No: _ 2.53 389 /85to Approved per applicable codes. Corrections required prior to approval. COMMENTS: Bt911- i i4 /A: '/'A''D 3Lh I—Di - fin" L_ f f Arg 6' mil_ M -PFK ,V%'j2 Peg X71 f 7 ewe .--I I 177) Inspector: �-5 Date: 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 TU'KWILA BUILDING DIVISION 3)►7cp.J 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: >C//IIC,- g— /2 Type of Inspection: BALDING— fiNr4L i )SL_ , Address: 1725 r ivvbeCll L Ou4i .s" Date Called: Special Instructions: Date Wanted: yi--/8._l8. a.m. p.m. Requester: Phone No: E1Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: 7% o f<— SUs Ai /JD</p Or!LINC— (Wi t_Di Mg_ ii °)-L laiU1,14.G.-tfitir- (5.i.i i )SL_ Inspector: Date: -J / e 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: ,Ftw4/- 9-/2. Type of Inspection: m¢13i/NG- Address: Date Called: Special Instructions: ' Date Wanted: a.m. Requester: Phone No: 2'53---38"-J Approved per applicable codes. 1J Corrections required prior to approval. COMMENTS: oK riotyvit N43 -- Inspector: - Inspector: Date: ‘2,...(5.____/;6 2_(5.___/, REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NUMBER INSPECTION RECORD Retain. a copy with permit r, /T -0O/1 - r PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: �IN Gi ,_ O� T- i Type of Inspection: ..-74.,...-- Address: Suite #: 9 7 2 5 � S Contact Person: Special Instructions: ---CC Ai (_p\1 En 2 e- /1\-) lv- 1. /7 S 47(z- L1 e---C- Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Y ( 5 f-(. ) Jam_ r/ ./L Hood & Duct:, HVA --4_ i.11 T- pv, -o 5 . 7D f f Srpr v( 5 the Pre -Fire: %U E) ---CC Ai (_p\1 En 2 e- /1\-) lv- 1. /7 S 47(z- L1 e---C- T - ( /G1 �4.j (.5o 5F Ce-51--/ rEa-- Occupancy Type: —r'----)0s7'/iii S 0ets D/L rveT- ,-)c--- -1' �� FM- % - fZ e1/i �t-t/ st/'.S 7.- __ S Jfl Yp1 c"701-- PL-Rvi Tv P & i) Needs Shift Inspection: 1-tTP5 Sprinklers: Y ( 5 Fire Alarm: \I E 5 Hood & Duct:, Monitor: "'C-VG0 Pre -Fire: %U E) Permits: Occupancy Type: ,5 _ Inspector: 4 ---Th 54 Date: 57,b Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit -632 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 , Project:E7t -1 ( d i � C/—/'2__ Type of Insp ikon ' Address: diorContact Suite#: /IZS vuS Person: ic>`�.i� Special Instructions: .� Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 2 e� Needs Shift Inspection: Sprinklers: \t• L 7 Fire Alarm: Hood & Duct: Hrs.: Monitor: Pre -Fire: .� Permits: Occupancy Type: L i Inspector-: fry) t c--- Date: S /-9-11 Hrs.: 1 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 SITTS & HILL ENGINEERS, INC. Professional Engineers and Planners 4815 Center Street, Tacoma, WA 98409 sittshill.com (253) 474-9449 November 22nd, 2017 THE BOEING COMPANY SSG Supplier Management P.O. Box 3707, MC 1W-08 Seattle, Washington 98124-2207 TO: Mr. Dave Horsfall, Procurement Agent Mr. Gabriel Hess, Construction Manager BRENT K. LESLIE, P.E. KATHY A. HARGRAVE, P.E. LARRY G. LINDELL, P.E. MICHAEL A. McEVILLY, P.L.S. SUBJECT: BLDG 9-12 IT SERVICE CENTER, BOEING BDS/AU PROGRAM: STRUCTURAL DESIGN Design aspects of this project did not require creating any structural calculations. Construction inside the 9-12 building will be done only on non-structural items such as non-bearing walls and interior doors. Construction outside will consist of removing one roof -top HVAC unit and replacing it with a new unit that weighs less. Should you have any questions regarding the above statement, please don't hesitate to contact me or Brent Leslie. Sincerely, SITTS & HILL ENGINEERS, INC. Wes Jones, P.E. Senior Project Manager Reviewed by: Brent K. Leslie, P.E., S.E. Vice President P:\18000\18027\Corr\Struct\Letters\2017-11-22 Bldg 9-12 IT Service Center Structural Design.doc RD CITY OF ECEIVETUKWILA NOV 3 0 2017 PERMIT CENTER Dl -7- 032/ Civil, Structural and Surveying City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director October 10, 2018 Martin R. Probst PO Box 3707: Mail Stop 46-208 Seattle, WA 98124 RE: Request for Extension #1 Permit Number D17-0321 Dear Mr. Probst, This letter is in response to your written request for an extension to Permit D 17-0321. The Building Official, Jerry Hight, has reviewed your letter and considered your request to extend the above referenced permit. It has been determined that the City of Tukwila Building Division will be granting an extension to the permit through April 15, 2019. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, Rachelle Ripley Permit Technician File: Permit No. D17-0321 Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov The Boeing Cumpan) I`ucilitir: & Astei \lanagement Suppl} Chain & Oper.Uions Code Compliance A'• Permuting Thursday, September 27, 2018 GG-GG-PCTA-180308 City of Tukwila Dept. of Community Development Attn: Jerry Hight 6300 Southcenter Blvd., Suite 100 Tukwila, WA. 98188-2544 Subject: Dear Mr. Hight; Permit Extension Request Project#. D17-0321 Project Description: 9-12 Building TI The Boeing Company RECEIVED CITY OF TUKWILA OCT 01: 2018 PERMIT CENTER Per our records we show that Permit# D17-0321 expires on 10/15/2018. This permit is for Boeing's 9-12 Building Tenant Improvement project. Due to corrections required for the Fire Alarm system this project has taken longer than originally anticipated. I have checked with the Project Administrator for this job and he has confirmed that Boeing is actively continuing with the work to correct the issues listed in The City's Inspection Record Report dated 5/1/2018. Per Section 105 of the International Building Code "[A] 105.5 Expiration. Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The building official is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated." Would you please grant The Boeing Company an extension of 180 days for this project? You have my appreciation in advance of your consideration on this matter. Best Regards, Martin R. Probst Code Compliance & Permitting The Boeing Company PO Box 3707: Mail Stop 46-208 Seattle, WA 98124 206-852-4985 Author (MRP) 1 Request for Extension # 1 Current Expiration Date: in— 1,7— 1 (J Extension Request: IX Approved for O days Denied (provide explanation) Signature/Initials 1 9/5/2018 City of Tukwila Department of Community Development MARTIN PROBST PO BOX 3707; M/C: 46-208 SEATTLE, WA 98124 RE: Permit No. D17-0321 BOEING #9-12 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 10/15/2018. 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 10/15/2018, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File No: D17-0321 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0321 DATE: '11/30/17 PROJECT NAME: BOEING #9-12 SITE ADDRESS: 9725 E MARGINAL WAY S X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: p(' PsWO Building Division s Public Works A -M c, 0 Nc Fire Prevention Planning Division 111 Structural El Permit Coordinator M PRELIMINARY REVIEW: Not Applicable ri (no approval/review required) REVIEWER'S INITIALS: DATE: 12/05/17 Structural Review Required DATE: C APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Notation: Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 01/02/18 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 Hoene Espanol Contact Page 1 of 9 A -Z Index Help My LACI Safety & Health Claims & Insurance Workplace Rights Trades & Licensing 0 Washington State Department of Labor & Industries BOEING COMPANY, THE Owner or tradesperson LOHR, MICHAEL Principals LOHR, MICHAEL, SECRETARY MCNERNEY, W (JAMES), PRESIDENT (End: 01/13/2017) 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 License specialties GENERAL License no. BOEINC*294ML Effective — expiration 07/13/1971— 01/18/2019 Bond Active. Meets current requirements. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=178005030&LIC=BOEINC*294ML&SAW= 12/15/2017 BOEING COMPANY, THE FEDERAL INS CO Bond account no. 81312466 $12,000.00 Received by L&I Effective date 01/14/2002 01/01/2002 Expiration date Until Canceled Insurance Ace American Insurance Company Policy no. HDOG27870442 $10,000,000.00 Received by L&I Effective date 10/06/2017 10/01/2017 Expiration date 10/01/2018 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. This company has multiple workers' comp accounts. Active accounts L&I Account ID 700,216-00 Doing business as BOEING COMPANY THE Estimated. workers reported N/A L&I account contact (360)902-4817 Track this contractor ice, Self Insured. This business is certified to cover its own workers' comp costs. No premiums due. Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes No strikes have been issued against this contractor. Contractors not allowed to bid No debarments have been issued against this contractor. Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for. Inspection results date 07/31/2017 Inspection no. 317945013 Location 3003 W Casino Rd Everett, WA 98203 No violations Page 2 of 9 Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=178005030&LIC=BOEINC*294ML&SAW= 12/15/2017 C \IT LA\ 7-127 KING COUNTY AIRPORT OFFICE OCENTER (FAA) PROJECT SITE FROM DOWNTOWN SEATTLE n 14-01 900 AIR MUSEUM BOEING FIELD rn 0 EXIT 158 d EXIT 157 EXIT 157 599 TUKWILA EAST MARGINAL WAY 99 CORPORATE PARK FROM SEATTLE—TACOMA AIRPORT DEVELOPvE\TAL CE\TE FROM KENT Sc AUBURN 900 NO SCALE 9 /25 s B AS A, 0\S of SPCT W LLAVTTT v D \ ARS AS 0\ /1, To VHD A\, ARCFL \.,V A \_) W\S \ORT C \C C0\Tv, WAS 81-R 562/20-0990 WA 0\ 9 U AREA VA D 3UILD1\G ADDRESS: 9725 EAST VAGI\AL WAY SOUT TUOVILA, WASHI\GTO\ PROJECT SITE 3.ADI\G 9-12 LOCATIO\ NO SCALE S0� 8O8 A\CL \C10\ -AST, CO S V v ARV 9-12 SUMMARY: LAND USE CODES BUILDING CODES OCCUPANCY GROUP CONSTRUCTION TYPE FLOOR AREAS: BUILDING HEIGHT: STORIES: FIRE PROTECTION: SEISMIC DESIGN CATEGORY: TUKWILA MUNICIPAL CODE CHAPTER 18, MIC/H ZONE, MAXIMUM HEIGHT 125 FT. 2015 IEBC, R0151 FC, 2015 IBC AS AMENDED, 2015 WASHINGTON STATE ENERGY CODE AND CITY OF TUKWILA TITLE 16; WAC 51-11 BARRIER FREE CODE AS ADOPTED OR AMENDED, AND COMPLIANCE WITH THE CITY OF TUKWILA ZONING CODES GROUP B TYPE II -B, SPRINKLERED (ORIGINALLY PERMITTED AS 3-1 HR WITH SPRINKLERS SUBSTITUTED FOR 1 -HR CONSTRUCTION PER THE 1988 UBC) 9,381 SF 22' TO TOP OF PARAPET ONE FULLY SPRINKERED D SCOPE OF WORK: RECONFIGURE THE EXISTING DISHWASHING ROOM INTO AN OFFICE FOR THE 'IT' SERVICE CENTER. WORK INCLUDES INFILLING A WALL OPENING, ADDING ONE DOOR AND MOVING ANOTHER DOOR, RE-ROUTING HVAC DUCTS, REMOVING A LOW CEILING AREA, INSTALLING NEW LIGHTS, INSTALLING WORK STATIONS AND OTHER FURNITURE. T KW LA BLA\ =T D RN IT BSA /0009 SYM REVISION BY APPROVED DATE SYM REVISION - BY APPROVED DATE -- IT SERVICE CENTER 34362 SITTS JDB 11.22.17 Q�BOE/NG° REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. j SEPARATE PERMIT ' REQUIRED FOR: chanical nice' mbing Gas Piping City of Tukwila BUILDING DIVISION FILE COPY Permit No. Plan review approval is subject to errors and omissions. Approval of co ruct o documents does not authorize the violation • ad.4 red code or ordinance. Receipt of approved acknowledged: Tar --W1/C City of Tukwila BUILDING DIVISION V RAW DEC 14: 2011 kT City of Tukwila bn.o31 BUILDING PERMIT SUBMITTAL NOVEMBER 22, 2017 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN J. Kamla DATE 10.30.17 CHECKED B. Leslie 10.30.17 SUBTITLE COVER SHEET CITY OF TUKWILA NOV 3 0 2017 PERMIT CENTER SITTS & HILL ENGINEERS, INC. • CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET 1 TACOMA, WA. 98409 PHONE: (253) 474.9449 1 FAX: (253) 474-9449 http://www.sitts-hill-engineers.com/ Project No.: 18027 Project Mgr.: BKL Proj. Engineer: JDB Proj. Drafter: JDK CURRENT REVISION SYMBOL 34362 DATE 11.22.17 APPROVED BY DEPT. DATE ENGINEER J. Baker CHECKED B. Leslie APPROVED 10.30.17 10.30.17 APPROVED TITLE ARCHITECTURAL IT SERVICE CENTER BUILDING 09-12 DEV. CENTER, WA SHEET AO JOB NO. 34362 COMP NO. DWG NO. 09-012-A0 10:59:12 PM SMCCARTHY: 8/16/2017 \DFX OF 3 RAW \GS INCLUDED IN SET SHEET NO. DRAWING TITLE REV DATE DRAWING NO. ARCHITECTURAL 41 09-012-A0 AO COVER SHEET — 11.22.17 41 09 -012 -AI Al GENERAL ARCHITECTURAL NOTES — 11.22.17 40 09-012-IAIO IAIO FLOOR PLAN D 11.22.17 40 09-012-IAIOR IAIOR FLOOR PLAN - REMOVAL D 11.22.17 41 09-012-1A280 IA280 REFLECTED CEILING PLAN A 11.22,17 40 09-012-IA280R 1A280R REFLECTED CEILING PLAN - REMOVAL A 11.22.17 41 Q9-012-RFAI60 RFAI60 ROOF PLAN — 11.22.17 II 09-012-A500 A500 MISC. SECTIONS AND DETAILS — 11.22.17 NEC -.A\ I CAL 09-012- I M I OR I M I OR MAIN LEVEL PLAN - HVAC C 11 .22.17 09 -012 -IMI 0 IMI 0 MAIN LEVEL PLAN - HVAC C 11 , 22 17 09-012-IM450 1M450 FOUNDATION PARTIAL PLAN - PIPING A 11.22.17 09-012-1M451R IM451R FOUNDATION PARTIAL PLAN - PIPING A 11.22.17 09-012-IM452 1M452 FIRST FLOOR PARTIAL PIPING PLAN B 11.22.17 09-012-IM453R IM453R FIRST FLOOR PARTIAL PIPING PLAN B 11.22,17 09-012-RFMIOR RFMIOR ROOF LEVEL PLAN - HVAC D 11.22.17 09-012-RFM 10 RFM 10 ROOF LEVEL PLAN - HVAC D 11 .22.17 ELECTRICAL 09 -012 -EI EI ELECTRICAL LEGEND — 11.22.17 09-012-E4R E4R ONE -LINE DIAGRAM C 11.22,17 09-012-E6R E6R COMMUN I CATIONS PLAN A 11 .22.17 09-012-IEIOR IEIOR LIGHTING PLAN B 11.22.17 09-012-IE6OR IE6OR 120 VOLT POWER C 11.22,17 09-012-1E502R 1E502R 120/208 V POWER PARTIAL PLAN D 11 .22.17 09-012-FRE6OR RFE6OR 120/208 VOLT POWER B 11,22.17 09-012-E4 E4 ONE -LINE DIAGRAM C 11.22.17 09-012-E6 E6 COMMUNICATIONS PLAN A 11 .22.17 09-012-IE10 IEIO LIGHTING PLAN B 11.22.17 09-012-1E60 1E60 120 VOLT POWER C 11.22.17 09-012-1E502 1E502 #'4 LEMELP13 T1 P RT I AL PLAN D 11 .22.17 09-0I2-FRE60 RFE60 j''9.s*.1``"' ric°rfi*a2. 17 V RAW DEC 14: 2011 kT City of Tukwila bn.o31 BUILDING PERMIT SUBMITTAL NOVEMBER 22, 2017 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN J. Kamla DATE 10.30.17 CHECKED B. Leslie 10.30.17 SUBTITLE COVER SHEET CITY OF TUKWILA NOV 3 0 2017 PERMIT CENTER SITTS & HILL ENGINEERS, INC. • CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET 1 TACOMA, WA. 98409 PHONE: (253) 474.9449 1 FAX: (253) 474-9449 http://www.sitts-hill-engineers.com/ Project No.: 18027 Project Mgr.: BKL Proj. Engineer: JDB Proj. Drafter: JDK CURRENT REVISION SYMBOL 34362 DATE 11.22.17 APPROVED BY DEPT. DATE ENGINEER J. Baker CHECKED B. Leslie APPROVED 10.30.17 10.30.17 APPROVED TITLE ARCHITECTURAL IT SERVICE CENTER BUILDING 09-12 DEV. CENTER, WA SHEET AO JOB NO. 34362 COMP NO. DWG NO. 09-012-A0 10:59:12 PM SMCCARTHY: 8/16/2017 GENERAL ARCHITECTURAL NOTES (GAN) BUILDING CODE AND SPECIFICATIONS: ALL CODE REFERENCES HEREAFTER SHALL CORRESPOND TO THE FOLLOWING EDITIONS WITH STATE OF WASHINGTON r e1►• TUKWILA AMENDMENTS TO BE USED, U.N.O.: ED CODE 015 61 INTER ICC/ANSI A117.17>g ACCESS 2015 2015 2015 2015 `7 2015 ASCE 31-03 CE/SEI 41-06 SCE/SEI 7-10 INTERNAT INTERNAT INTERNA INTERN NATIO INTE" SEIS SEI MA EDITION IONAL BUILDING CODE LE AND USABLE BUILDINGS AND FACILITIES NAL MECHANICAL CODE NAL FIRE CODE ONAL PLUMBING CODE ONAL ENERGY CONSERVATION CODE L ELECTRICAL CODE ATIONAL FUEL GAS CODE C EVALUATION OF EXISTING BUILDINGS IC REHABILITATION OF EXISTING BUILDINGS IMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES STEEL 14TH EDITION OF (AISC) STEEL CONSTRUCTION MANUAL. WELDING STRUCTURAL WELDING CODE - STEEL, (AWS) D1.1-15. COLD FORMED STEEL 2012 (AISI) NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2015 EDITION OF THE INTERNATIONAL BUILDING CODE (IBC), WITH CITY OF TUKWILA AMENDMENTS SHALL BE USED AND SUPPLEMENTED WITH ASCE 7-10. (AISC) MANUAL OF STEEL CONSTRUCTION - 14TH EDITION. (AWS) STRUCTURAL WELDING CODE / STEEL - AWS D1.1-11. CONCRETE (ACI 318)-11. REINFORCING 2004 ACI DETAILING MANUAL (ACI SP -66). AMERICAN SOCIETY OF TESTING AND MATERIALS (ASTM) STANDARDS. LOADS: LIVE LOAD = 100 PSF WIND LOAD (INTERIOR STRUCTURE) = 5 PSF SEISMIC COEFFICIENTS FOR LATITUDE = 47.5163 DEGREES, LONGITUDE = -122.2986 DEGREES AND SITE CLASS "D", BUILDING DESIGN CATEGORY "D": Ss = 1.515, S1 = 0.573 Sds = 1.010, Sd1 = 0.573 GENERAL: THE CONSTRUCTION DOCUMENTS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT ARE NOT LIMITED TO BRACING AND SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURE OF CONSTRUCTION, OR THE SAFETY PRECAUTIONS AND THE PROGRAMS INCIDENT THERETO NOR SHALL OBSERVATION VISITS TO THE SITE INCLUDE INSPECTION OF THESE ITEMS. ALL NEW CONSTRUCTION SHALL COMPLY WITH THE 2015 IBC (WITH STATE OF WASHINGTON AMENDMENTS) CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED CONSTRUCTION. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS OR MATERIALS, SUCH STANDARDS SHALL BE THE LATEST EDITION AND/OR ADDENDA, U.N.O. ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL, MECHANICAL, PLUMBING AND ELECTRICAL WITH APPROPRIATE TRADES, DRAWINGS AND SUBCONTRACTORS PRIOR TO CONSTRUCTION. OPTIONS ARE FOR CONTRACTOR'S CONVENIENCE. IF AN OPTION IS CHOSEN, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL NECESSARY CHANGES AND SHALL COORDINATE ALL DETAILS. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL ARCHITECTURAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS PRIOR TO START OF CONSTRUCTION. RESOLVE ANY DISCREPANCY WITH THE OWNER. TYPICAL DETAILS MAY NOT NECESSARILY BE CUT ON PLANS, BUT APPLY, U.N.O. WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL ARCHITECTURAL NOTES AND/OR SPECIFICATIONS, THE GREATER REQUIREMENTS SHALL GOVERN. ANY ENGINEERING DESIGN, PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW, SHALL BEAR THE SEAL OF A REGISTERED ENGINEER RECOGNIZED BY THE BUILDING CODE JURISDICTION OF THIS PROJECT. PLAN DIMENSIONS SHOWN ARE TAKEN TO FACE OF STUD OR FACE OF CONCRETE U.N.O. HEIGHTS SHOWN OR NOTED AFF (ABOVE FINISH FLOOR) ARE TO BE MEASURED FROM TOP OF FINISH FLOORING MATERIAL. DO NOT SCALE DRAWINGS. IF UNABLE TO LOCATE DIMENSIONS FOR ANY ITEM OF WORK, CONSULT OWNER FOR DIRECTION BEFORE PROCEEDING. IF DRAWINGS MEASURE LESS THAN 24" x 36", PRINTS ARE REDUCED FROM ORIGINALS. DETAILS SHOWN ON CONSTRUCTION DOCUMENTS SHALL BE INCORPORATED INTO THE PROJECT AT ALL APPROPRIATE LOCATIONS WHETHER SPECIFICALLY REFERENCED AT EACH LOCATION OR NOT. ADJUNCT CONSTRUCTION - THE EMBEDMENT OR PASSAGE OF PIPING, ELECTRICAL CONDUIT, DUCTWORK AND OTHER MATERIALS THAT WOULD REDUCE THE STRENGTH OF ROOFS AND/OR FRAMING IS NOT PERMITTED UNLESS THE WORK IS DONE IN ACCORDANCE WITH THE STANDARD DETAILS SHOWN ON THE CONSTRUCTION DOCUMENTS. THIS WORK MUST BE REVIEWED BY THE OWNER PRIOR TO CLOSING IN AND /OR CASTING. SEE STANDARD DETAILS AND PROJECT MANUAL FOR THE RELATIONSHIP OF UNDERGROUND CONDUIT AND PIPING TO FOUNDATIONS, FOR OPENINGS, FOR PIPING IN WALLS AND OTHER SPECIAL CONDITIONS REQUIRED FOR THIS PROJECT. WHERE PLAN NOTES CALL FOR THE CONTRACTOR TO INSTALL SPECIAL ITEMS, IT IS TO BE EXPLICITLY UNDERSTOOD THAT THE CONTRACTOR IS TO ALSO PROVIDE THAT ITEM AND ALL ACCESSORY EQUIPMENT REQUIRED TO INSTALL THAT ITEM(S). IF ITEM IS TO BE PROVIDED BY OWNER, IT WILL BE SO INDICATED. CONTRACTOR SHALL REPAIR ALL CONSTRUCTION DAMAGE NOT LIMITED TO GRASS, PAVED AREAS AND OTHER ITEMS TO PRE -CONSTRUCTION CONDITION FROM DAMAGE DURING CONSTRUCTION. PROVIDE PHOTOGRAPHS PRIOR TO STARTING WORK AND DELIVER TO OWNER. CHANGES TO THE APPROVED DRAWINGS AND PROJECT MANUAL SHALL BE MADE BY AN ADDENDA OR CHANGE ORDER SIGNED BY THE OWNER. THE ELECTRICAL, PLUMBING, AND MECHANICAL DRAWINGS ARE DIAGRAMMATIC ONLY. DO NOT SCALE THE DRAWINGS TO DETERMINE THE LOCATION OF PROPOSED EQUIPMENT, OUTLETS, OR OTHER ITEMS. SEE SCHEDULES, DETAILS, AND CONSTRUCTION DOCUMENTS FOR MOUNTING HEIGHTS OF ACCESSORIES. MAINTAIN FIRE RESISTANCE RATING OF RATED ASSEMBLIES BEHIND RECESSED WALL ACCESSORIES, INCLUDING FIRE EXTINGUISHER CABINETS, TOILET ACCESSORIES, MISCELLANEOUS ACCESSORIES, ELECTRICAL JUNCTION BOXES, AND OTHER ITEMS WHERE OCCURRING. THE INTENT OF THESE DRAWINGS AND SPECIFICATIONS IS THAT THE WORK OF THE CONSTRUCTION IS TO BE IN ACCORDANCE WITH THE APPLICABLE CODES. SHOULD ANY EXISTING CONDITIONS SUCH AS DETERIORATION OR NONCOMPLYING CONSTRUCTION BE DISCOVERED WHICH IS NOT COVERED BY THE CONTRACT DOCUMENTS WHEREIN THE FINISH WORK WILL NOT COMPLY WITH THE APPLICABLE CODES, A CHANGE ORDER OR SEPARATE SET OF PLANS AND SPECIFICATIONS, DETAILING AND SPECIFYING THE REQUIRED WORK, SHALL BE SUBMITTED TO AND APPROVED BY THE AGENCY HAVING JURISDICTION. MAINTAIN FIRE SAFETY DURING CONSTRUCTION AND DEMOLITION IN ACCORDANCE WITH THE 2015 EDITION OF THE INTERNATIONAL FIRE CODE. SELECTIVE DEMOLITION: SELECTIVE DEMOLITION SHALL INCLUDE THE SELECTIVE REMOVAL AND SUBSEQUENT OFFSITE DISPOSAL (U. N. 0.) OF THOSE ITEMS IDENTIFIED ON THE CONSTRUCTION DRAWINGS. THESE ITEMS INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING: 1. REMOVAL OF EXISTING ITEMS INDICATED ON DRAWINGS AND MISCELLANEOUS ITEMS REQUIRED TO COMPLETE PROJECT. 2. REMOVAL AND PROTECTION OF EXISTING ITEMS, MATERIALS AND EQUIPMENT ITEMS INDICATED "SALVAGE," OR AS REQUIRED TO FACILITATE NEW WORK. 3. CORING CONCRETE FOR ITEMS TO BE EMBEDDED. 4. SAWCUTTING AS REQUIRED FOR REMOVAL OF ITEMS INDICATED ON PLANS AND HEREIN. 5. SAWCUTTING AND REMOVAL OF CONCRETE WALLS, SLAB PORTIONS OF WALLS/RETAINING WALLS, CONCRETE STEPS, DRAINAGE SWALES, CONCRETE CURBS, GUTTERS, CONCRETE WALKS -PAVING SLABS INDICATED AND AS REQUIRED TO FACILITATE NEW WORK, AS WELL AS RELATED BASE MATERIAL. 6. CORING CONCRETE TO INSTALL RAILING POST. 7. REMOVAL OF EXISTING PIPE, RAILINGS, POST AND BOLLARDS. (NOTE WHERE TO BE RE -USED AS INDICATED ON PLANS). 8. REMOVAL OF NON -SALVAGED HARDWARE AND HARDWARE NOT TO BE REUSED OR REINSTALLED. 9. REMOVAL OF CERAMIC WALL TILE AND SUBSTRATE(S) INDICATED ON PLANS AND AS REQUIRED TO FACILITATE WORK THIS PROJECT. 10. REMOVAL OF CERAMIC FLOOR TILE AND SUBSTRATE(S) INDICATED ON PLANS AND AS REQUIRED TO FACILITATE WORK THIS PROJECT. 11. REMOVAL OF ELECTRICAL CONDUIT, BOXES, RELATED ITEMS AND DEVICES AT WALLS INDICATED TO BE REMOVED - SEE ELECTRICAL SHEETS FOR ADDITIONAL INFORMATION AND REQUIREMENTS. 12. PORTIONS OF EXISTING BUILDING INDICATED ON DRAWINGS AND AS REQUIRED TO ACCOMMODATE NEW CONSTRUCTION. 13. REMOVAL OF INTERIOR PARTITIONS AS INDICATED ON DRAWINGS. 14. REMOVAL OF DOORS, WINDOWS AND FRAMES INDICATED. 15. REMOVAL AND/OR ALTERATION OF BUILT-IN CASEWORK INDICATED. 16. REMOVAL OF FINISHES ON WALLS, CEILING AND FLOORS INCLUDING TRIMS AS NOTED AND AS REQUIRED TO FACILITATE NEW WORK. 17. REMOVAL OF CEILING, FRAMING, HANGERS AND FINISHES INDICATED OR REQUIRED TO COMPLETE WORK. 18. CUTTING CONCRETE FLOORS AND MASONRY WALLS FOR PIPING, DUCTS AND CONDUITS, ETC. 19. REMOVAL OF EXISTING HARDWARE WHERE NEW HARDWARE IS SCHEDULED. 20. REMOVAL OF ACCESSORIES, TOILET PARTITIONS AND MISCELLANEOUS ITEMS INDICATED HEREIN, INDICATED ON DRAWINGS AND REQUIRED TO COMPLETE PROJECT. 21. REMOVAL OF EXISTING GLAZING AND RELATED ITEMS WHEN INDICATED ON PLANS. 22. GRIND FLOOR SUBSTRATE TO RECEIVE FLOORING. SEE PLANS FOR LOCATIONS. 23. REMOVAL OF SIGN FACES, WRAP/ PROTECT AND DELIVER TO OWNER. 24. REMOVAL AND SALVAGE FOR REINSTALLATION EXISTING FLOOR MOUNTED DOOR AND TOPS AND METAL THRESHOLDS AT FLOORING INDICATED TO BE REMOVED. 25. ROOFING AND ROOF INSULATION REMOVAL. 26. REINSTALLATION OF SALVAGE ITEMS AS INDICATED HEREIN. COORDINATE REMOVAL PROCESS TO FACILITATE REUSE OF SALVAGED ITEMS. SHOP DRAWINGS: SHOP DRAWINGS SHALL BE SUBMITTED FOR ALL STRUCTURAL ITEMS. THE CONTRACTOR SHALL REVIEW ALL SHOP DRAWINGS PRIOR TO SUBMITTAL. ITEMS NOT IN ACCORDANCE WITH CONTRACT DOCUMENTS SHALL BE FLAGGED UPON CONTRACTOR'S REVIEW. VERIFY ALL DIMENSIONS WITH OWNER. ANY CHANGES, SUBSTITUTIONS, OR DEVIATIONS FROM CONTRACT DOCUMENTS SHALL BE CLOUDED BY MANUFACTURER OR FABRICATOR. ANY OF THE AFOREMENTIONED WHICH ARE NOT CLOUDED OR FLAGGED BY SUBMITTING PARTIES, SHALL NOT BE CONSIDERED APPROVED AFTER ENGINEER'S REVIEW, UNLESS NOTED ACCORDINGLY. THE ENGINEER HAS THE RIGHT TO APPROVE OR DISAPPROVE ANY CHANGES TO CONTRACT DOCUMENTS AT ANY TIME BEFORE OR AFTER SHOP DRAWING REVIEW. THE SHOP DRAWINGS DO NOT REPLACE THE CONTRACT DOCUMENTS. ITEMS OMITTED OR SHOWN INCORRECTLY AND ARE NOT FLAGGED BY THE STRUCTURAL ENGINEER SHALL NOT BE CONSIDERED CHANGES TO CONTRACT DOCUMENTS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSURE ITEMS ARE CONSTRUCTED TO CONTRACT DOCUMENTS. THE ADEQUACY OF ENGINEERING DESIGNS AND LAYOUT PERFORMED BY OTHERS RESTS WITH THE DESIGNING OR SUBMITTING AUTHORITY. REVIEWING IS INTENDED ONLY AS AN AID TO THE CONTRACTOR IN OBTAINING CORRECT SHOP DRAWINGS. RESPONSIBILITY FOR CORRECTNESS SHALL REST WITH THE CONTRACTOR. DEFERRED SUBMITTALS: SHOP DRAWING SUBMITTALS REQUIRED BY THESE GENERAL ARCHITECTURAL NOTES WHICH CONTAIN DESIGN CALCULATIONS SEALED BY A REGISTERED ENGINEER OTHER THAN THE ENGINEER OF RECORD SHALL BE SUBMITTED PRIOR TO CONSTRUCTION TO THE BUILDING OFFICIAL FOR REVIEW. THE DOCUMENTS WILL FIRST BE REVIEWED BY THE OWNER AND ENGINEER OF RECORD AND DETERMINED TO BE IN GENERAL CONFORMANCE WITH THE BUILDING DESIGN. THESE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THE BUILDING OFFICIAL HAS APPROVED THEIR DESIGN AND SUBMITTAL DOCUMENTS. THE FOLLOWING ITEMS SHALL BE SUBMITTED PER THIS SECTION: AUTOMATIC SPRINKLER SYSTEM HAZARDOUS MATERIAL STORAGE: 1. INCOMPATIBLE MATERIALS SHALL BE STORED SEPARATELY IN ACCORDANCE WITH IFC 5003.9.8. 2. HAZARDOUS MATERIALS SHALL BE STORED IN ACCORDANCE WITH IFC 5001 AND 5003. JOINT PROTECTION: FOR SEALING PERIMETER JOINTS OF GYPSUM BOARD PARTITIONS TO REDUCE SOUND TRANSMISSION. PROVIDE JOINT SEALANTS FOR INTERIOR APPLICATIONS THAT ESTABLISH AND MAINTAIN AIRTIGHT AND WATER-RESISTANT CONTINUOUS JOINT SEALS WITHOUT STAINING OR DETERIORATING JOINT SUBSTRATES. PROVIDE JOINT SEALANTS, BACKINGS, AND OTHER RELATED MATERIALS THAT ARE COMPATIBLE WITH ONE ANOTHER AND WITH JOINT SUBSTRATES UNDER CONDITIONS OF SERVICE AND APPLICATION, AS DEMONSTRATED BY SEALANT MANUFACTURER BASED ON TESTING AND FIELD EXPERIENCE. DOW CORNING CORPORATION OR APPROVED EQUAL. SELF -LEVELING MORTAR: QUIKCRETE SELF -LEVELING FLOOR RESURFACER, OR SIKA LEVEL SKIMCOAT, OR APPROVED EQUAL. USE TO CREATE FLAT FLOOR SURFACE IN PREPARATION FOR CARPET INSTALLATION. HOLLOW METAL FRAMES: 16 GAUGE COLD ROLLED STEEL AT INTERIOR LOCATIONS. CORNER CONSTRUCTION: WELD FULL DEPTH AND FACE, GRIND SMOOTH AND RE -PRIME. WELD INCLUDES FACES, RABBETS, SOFFIT AND STOPS. STANDARD HOLLOW METAL FRAMES: STEELCRAFT MANUFACTURING CO., CINCINNATI, OHIO CURRIES CO., MASON CITY, IOWA CECO CORP., OAKBROOK, ILLINOIS ATTACHMENT TO DRYWALL CONSTRUCTION: MANUFACTURER'S STANDARD COMPRESSION TYPE FOR DRYWALL TYPE FRAME. STEEL STUD TYPE TO ACCOMMODATE FRAME JAMB DEPTH AND FACE DIMENSION ON WELDED TYPE FRAME. FLUSH WOOD DOORS: FLUSH INTERIOR DOORS: SOLID CORE. THICKNESS: 1-3/4 INCHES CORE: WOOD BASED PARTICLE BOARD. SURFACE: MEDIUM DENSITY OVERLAY (MDO) PERFORMANCE DUTY LEVEL: HEAVY DUTY. QUALITY GRADE: PREMIUM. FINISH: PRIME AND PAINT. MOHAWK OR APPROVED EQUAL. DOOR HARDWARE: NORTH DOOR: HINGES CLOSER THRESHOLDKICKPLATE, 1/2" MAXIMUM HEIGHT SMOKE SEAL LOCK SET ELECTRIC STRIKE BADGE READER (PROVIDED AND INSTALLED BY OWNER; SEE ELECTRICAL DRAWINGS FOR POWER REQUIREMENTS) WEST DOOR: HINGES CLOSER THRESHOLD, 1/2" MAXIMUM HEIGHT KICK PLATE SMOKE SEAL LOCK SET COUNTER GATE: HINGES CLOSER LOCK GYPSUM BOARD ASSEMBLIES: INTERIOR GYPSUM WALLBOARD PANEL SIZE: PROVIDE IN MAXIMUM LENGTHS AND WIDTHS AVAILABLE THAT WILL MINIMIZE JOINTS IN EACH AREA AND CORRESPOND WITH SUPPORT SYSTEM INDICATED. STANDARD GYPSUM BOARD: PRODUCTS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, AVAILABLE PRODUCTS THAT MAY BE INCORPORATED INTO THE WORK INCLUDE, BUT NOT LIMITED TO THE FOLLOWING: GEORGIA -PACIFIC GYPSUM LLC; TOUGHROCK. CORE: 5/8 INCH, TYPE X. LONG EDGE: TAPERED. TRIM ACCESSORIES INTERIOR TRIM: ASTM C1047. MATERIAL: GALVANIZED OR ALUMINUM -COATED STEEL SHEET, ROLLED ZINC, PLASTIC, OR PAPER -FACED GALVANIZED STEEL SHEET. SHAPES: CORNERBEAD: USE AT OUTSIDE CORNERS. LC -BEAD (J -BEAD): USE AT EXPOSED PANEL EDGES. NON-STRUCTURAL METAL FRAMING: METAL STUD FRAMING AND ACCESSORIES AT INTERIOR LOCATIONS. SCAFCO STEEL STUD COMPANY, OR APPROVED EQUAL. TYPICAL STUDS SHALL BE 3-5/8" X 1-5/8" X 18 GA AT 16" O.C. DOUBLE STUDS AT DOOR OPENINGS WITH HEADERS MADE OF TWO STUDS AND TWO TRACKS. ACOUSTICAL PANEL CEILING: CEILINGS CONSISTING OF ACOUSTICAL PANELS AND EXPOSED SUSPENSION SYSTEMS. MATCH EXISTING. CEILING SUSPENSION SYSTEMS USED PRIMARILY TO SUPPORT ACOUSTICAL TILE PANELS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF IBC 2015. PAINT AND COATING: INCLUDES SURFACE PREPARATION AND FIELD APPLICATION OF PAINTS. ALL PAINT TO SUPPLIED BY: GLIDDEN PROFESSIONAL 22643 83RD AVENUE SOUTH SUITE E&F KENT, WASHINGTON 98032 SURFACES: CORRECT DEFECTS AND CLEAN SURFACES CAPABLE OF AFFECTING WORK OF THIS SECTION. REMOVE OR REPAIR EXISTING COATINGS EXHIBITING SURFACE DEFECTS. CARPET: TILE CARPET DIRECT -GLUED TO SUBSTRATE. MOHAWK COMMERCIAL CARPET - GT157 EMERGING LIGHTS II, COLOR: 898 GALACTIC FUSION BONDED, MANUFACTURED IN ONE COLOR DYE LOT, 24"X24" NOMINAL. COLORS: AS SELECTED FROM MANUFACTURER'S STANDARD COLORS. REDUCER: MERCER IMPERIAL 700. ADHESIVE: AS RECOMMENDED BY MANUFACTURER FOR DIRECT GLUE -DOWN INSTALLATIONS. WALL BASE: ROPPE, 4 -INCH TALL. COLOR = BLACK/BROWN. COUNTER AND CABINETS: WESTMARK PRODUCTS, TACOMA, OR W.W. WELLS MILLWORK, EVERETT, OR APPROVED EQUAL. PLYWOOD CABINETRY WITH "WILSONART" LAMINATE PLASTIC OVERLAY. COLOR TO BE CHOSEN BY OWNER FROM STANDARD STOCK. PROVIDE ALL HARDWARE INCLUDING PULLS AND LOCKS. SEE DRAWINGS FOR DIMENSIONS. WORKSTATION TABLES: PROVIDED AND INSTALLED BY OWNER. SYSTEMS WORKSTATIONS: PROVIDED AND INSTALLED BY OWNER. NON -POWERED SYSTEMS WALL PANELS: PROVIDED AND INSTALLED BY OWNER. ROOFING MATCH EXISTING ROOFING AND RIGID INSULATION SYSTEM WHERE REPAIRS ARE INDICATED. FOLLOW MANUFACTURER'S RECOMMENDATIONS. PROVIDE A WEATHER -TIGHT SEAL. REVIEWED FOR CODE COMPLIANCE APPROVED OEC 14 2017 City of Tukwila BUILDING PERMIT SUBMITTAL NOVEMBER 22, 2017 RECEIVED CITY OF TUKWILA NOV 3 0 2011 PERMIT CENTER SITTS & HILL ENGINEERS, INC: CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET 1 TACOMA, WA. 98409 PHONE: (253) 474.9449 1 FAX: (253) 474-9449 http://www.sitts-hill-engineers.com/ Project No.: 18027 Project Mgr.: BKL Proj. Engineer: JDB Proj. Drafter: JDK REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE IT SERVICE CENTER 34362 SITTS JDB 11.22.17 Q� BOE/NG° ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN J. Kamla DATE 10.30.17 CHECKED B. Leslie 10.30.17 SUBTITLE GENERAL ARCHITECTURAL NOTES CURRENT REVISION SYMBOL 34362 DATE 11.22.17 APPROVED BY DEPT. DATE ENGINEER J. Baker CHECKED B. Leslie APPROVED APPROVED 10.30.17 10.30.17 TITLE ARCHITECTURAL IT SERVICE CENTER BUILDING 09-12 DEV. CENTER, WA SHEET Al JOB NO. 34362 COMP NO. DWG NO. 09-012-A1 10:59:12 PM SMCCARTHY: 8/16/2017 D t - a 1 a1- LEGE\J SCHEDLLE: WORK AREA — SALAD BAR CABINETS MOSTLY THE INTERIOR SURFACES. GE\EAL COTES: 1. ASBESTOS NOTIFICATION: A GOOD FAITH SURVEY OF THE BUILDING HAS BEEN CONDUCTED AND NO ASBESTOS CONTAINING MATERIAL WAS DISCOVERED WITHIN THIS BUILDING. 2. SEE GENERAL ARCHITECTURAL NOTES"GAN" ON DRAWING Al FOR ADDITIONAL INFORMATION. 3. SEE STRUCTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. CC\S—RUCTIO\ OYES: 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS OF EXISTING CONSTRUCTION WHICH AFFECT NEW CONSTRUCTION PRIOR TO SUBMITTAL OF SHOP DRAWINGS. SHOP DRAWINGS WITHOUT FIELD VERIFICATION OF DIMENSIONS SHALL BE REJECTED. AT SLOPED FLOOR AREAS INSTALL SELF -LEVELING MORTAR TO PROVIDE FLAT SURFACE. SEE GAN. INSTALL CARPET TILES PER GAN. INSTALL METAL STUDS PER GAN IN OPENING WITH R-11 BATT INSULATION AND 5/8" TYPE 'X' GYPBOARD EACH SIDE. PAINT TO MATCH EXISTING. INSTALL METAL STUD HEADER OVER DOOR OPENING PER GAN. INSTALL NEW 3'-0"x7'-0" DOOR PER GAN. SIDE. SEE DOOR HARDWARE SCHEDULE. INSTALL NEW 3'-0"x7'-0" DOOR PER GAN. PROVIDE 20"X33" WINDOW, 8" FROM TOP. PROVIDE LOCK ON INSIDE. SEE DOOR HARDWARE SCHEDULE. INSTALL 5/8" TYPE 'X' GYPBOARD ON WALLS. REPLACE R-11 BATT INSULATION WHERE MISSING OR DAMAGED. PAINT GYPBOARD PER GAN. 9 BRACE CABINET TO WALL PER DETAIL 2/A500. 1> BRACE IMAGING RACK TO WALL PER DETAIL 2/A500, SIM. BRACE BACK-TO-BACK CABINETS PER DETAIL 3/A500. SYSTEMS FURNITURE PROVIDED AND INSTALLED BY OWNER. SEE ELECTRICAL DRAWINGS FOR POWER AND DATA REQUIREMENTS. RELOCATE PRINTER AND TABLE. SEE ELECTRICAL DRAWINGS FOR POWER AND DATA REQUIREMENTS. NON -POWERED SYSTEMS FURNITURE PANELS PROVIDED AND INSTALLED BY OWNER. PROTECT DRINKING FOUNTAINS DURING CONSTRUCTION. PROVIDE COUNTER AND CABINETS PER GAN AND PER ENLARGED CABINET PLAN 1/A500. INSTALL EXISTING MOP SINK AT NEW LOCATION. COORDINATE WITH MECHANICAL DRAWINGS. 18 CARD READER PROVIDED AND INSTALLED BY OWNER. SEE ELECTRICAL DRAINGS FOR POWER REQUIREMENTS. 'EFHE\ CE DRAWI\GS: REVIEWED FOR CODE COMPLIANCE APPROVED DEC 1 4 2011 City of Tukwila BUILDING- RECEIVED U I LG RECEIVED CITY OF TUKWILA NOV 3 0 2011 PERMIT CENTER BUILDING PERMIT SUBMITTAL NOVEMBER 22, 2017 0 4 8 16 24 SCALE: 1/8"=1'-0" SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET PHONE: (253) 474-9449 http://wwvv.sitts-hill-engineers.com/ TACOMA, WA. 98409 FAX: (253) 474-9449 Project No.: 18027 Project Mgr.: BKL Proj. Engineer: JDB Proj. Drafter: JDK SYM A B C D REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE PROVIDE & INSTALL ARROW SIGNS REPAIR WALL @ D.W./M.T. RESURFACE SIX CABINETS IT SERVICE CENTER J#783053 -L0 J#792260-00 J#795244-00 34362 GMM MRM MRM SITTS 06.18.98 06.08.99 01.05.99 JDB 11.22.17 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN D.R. CHESTERFIELD CHECKED ENGINEER CHECKED DATE 03.26.92 APPROVED APPROVED SUBTITLE TITLE FLOOR PLAN IT SERVICE CENTER BUILDING 9-12.1 ARCHITECTURAL MASTER COL. A—H/1-3 D.C. CURRENT REVISION SYMBOL 34362 D DATE 11.22.17 SHEET JOB NO. DWG NO. 1A10 COMP NO. 792260-00 9-12-1A1 0 MILL/05.25.99/07:04 I— 7 LAI LIA v1EN 4 10 0 0 0 0 14 vlI I- I FLOO PLA\ SCALE: 1/8"= 1'-0" REMOVAL LEGE\]/SCHEDULE: GE\RAL \OTES: 1. SEE GENERAL ARCHITECTURAL NOTES "GAN" ON DRAWING Al FOR ADDITIONAL INFORMATION. 2. SEE STRUCTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. CO\STUCTIO\ \OTES: 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS OF EXISTING CONSTRUCTION WHICH AFFECT NEW CONSTRUCTION PRIOR TO SUBMITTAL OF SHOP DRAWINGS. SHOP DRAWINGS WITHOUT FIELD VERIFICATION OF DIMENSIONS SHALL BE REJECTED. REMOVE ALL DISHWASHING EQUIPMENT. COORDINATE WITH MECHANICAL AND ELECTRICAL DRAWINGS. REMOVE METAL FRAME AROUND TRAY PASS—THROUGH OPENING, AND REMOVE TEMPORARY WALL INFILL MATERIAL. REMOVE EXISTING DOOR. REMOVE PORTION OF WALL FOR NEW DOOR. 6 REMOVE VINYL FLOORING. GRIND OR SAND FLOOR TO BARE CONCRETE AS NEEDED FOR NEW FLOORING. REMOVE FLOOR DRAINS AND FLOOR SINKS. COORDINATE WITH MECHANICAL DRAWINGS. RELOCATE EXISTING MOP SINK. COORDINATE WITH MECHANICAL DRAWINGS. 9 REMOVE SINK. COORDINATE WITH MECHANICAL DRAWINGS. 10 REMOVE PLASTIC WALL COVERED PANELS DOWN TO WALL STUDS. REMOVE OVERHEAD PROJECTOR. ® REMOVE PROJECTOR SCREEN, (2) LOCATIONS. ® RELOCATE EXISTING PRINTER AND TABLE. COORDINATE WITH ELECTRICAL DRAWINGS. PROTECT EXISTING DRINKING FOUNTAINS. EFPE\CE .AWI\ISS: REVIEWED FOR CODE COMPLIANCE APPROVED DEC 14 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA. NOV 3 0 2011 PERMIT CENTER BUILDING PERMIT SUBMITTAL NOVEMBER 22, 2017 1A10 0 4 KEY PLAN SCALE: NONE 8 16 0 24 III NI MIMI IN MI NMI SCALE: 1/8"=1'-0" SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET 1 TACOMA, WA. 98409 PHONE: (253) 474-9449 1 FAX: (253) 474-9449 http://www.sitts-hill-engineers.com/ Project No.: 18027 Project Mgr.: BKL Proj. Engineer: JDB Proj. Drafter: JDK REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE IT SERVICE CENTER 34362 SITTS JDB 11.22.17 MRM 06.08.99 Q,�BOE/NGS ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN J. Kamla DATE 10.30.17 APPROVED BY DEPT. DATE CHECKED B. Leslie ENGINEER J. Baker 10.30.17 SUBTITLE FLOOR PLAN - REMOVAL CURRENT REVISION 34362 SYMBOL DATE 11.22.17 10.30.17 CHECKED B. Leslie 10.30.17 APPROVED APPROVED TITLE ARCHITECTURAL IT SERVICE CENTER BUILDING 09-12 COL. A -H/1-3 DEV. CENTER, WA SHEET IAIOR JOB NO. 34362 COMP NO. DWG NO. 09-012-1A10R 10:59:12 PM SMCCARTHY: 8/16/2017 RETURN AIR LOUVERS AND DUCTS -SEE MECH 1A10 1A11 EXPOSED STEEL DECK WITH ACOUSTICAL BACKING TRACK FOR OPERABLE PARTITION ON JOIST EXPOSED SPRINKER SYSTEM PIPING W/SIDEWALL & UPRIGHT HEADS D-3 1A 1A201 1A201 MIME `li. Pi _M I D-2wii AMINE 1111 1111116=1111111111111 1IIi2_11 1 I i imerwA niNUR 1A10 1A201 XPOSED STEEL BECK D-2 1A10 1A200 '3 13;111111111110 INEINIEM ■®'I3�,►■® •E -s =rii ■ira au si mmi m mommta�av I. ��ICII g= MOM A-2 9'-0" RADIANT PANEL RADIANT PANEL, TYP. D-1 1A280 1A505 L NOTE: PROVIDE LATERAL B CING PER PROVIDE V TICAL 1A280 1A505BRACING Q 8-0 „ 1A280 1A505 0.C. MIN. OORDINATE W/MECH. EXPOSED STEEL JOISTS BEYOND 1A10 1A110 1A10 1A110 DEFLECTED CEILI\G SCALE: 1/8" = 1'-0" PLA\ EXHAUST HOODS -SEE MECH EXPOSED STEEL DECK D-1 [3, 1A10 1A200 1A10 1A201 LIGHTS AT COOLERS AND FREEZER PROVIDED BY MFG. A-1 A-2 D-1 D-2 D-3 GWB O LEGE\D/SC EDLE PERFORATED STEEL TILES IN METAL SUSPENDED GRID WASHABLE ACOUSTICAL CEILING TILES IN METAL SUSPENDED GRID STEEL DECKING PERFORATED ACOUSTIC STEEL DECKING PERFORATED STEEL DECKING WITHOUT ACOUSTIC BATTS. GYPSUM WALLBOARD SURFACE -MTD. OR RECESSED INCAND. LIGHT FIXTURE RECESSED INCAND. WALL WASH LIGHT FIXTURES SURFACE -MTD. FIXTURES CEILING -MTD. ILLUM. EXIT SIGN C==J PENDANT -MTD. FLUOR. FIXTURE 0 () CEILING -MTD. LAY -IN FLUOR. LIGHT FIXTURE 2'-0"x4'-0" CEILING -MTD. LAY -IN FLUOR. LIGHT FIXTURE 1'-0"x4'-0" EXPOSED STEEL JOIST, PIPE OR MECH. DUCT FIRE SPRINKLER HEAD MECHANICAL DIFFUSER 4'-0" WALL -MTD. FLUOR. LIGHT FIXTURE GE RAL \OTES: 1. SEE SHT E-4 FOR LUMINAIRES FROM DECK ABOVE. SEE 1/1A110 FOR MOUNTING AND LOCATION WITHIN TILES. 2. ALL LIGHTING FIXTURES AND SPRINKLER HEADS TO BE THRU CENTERLINES OF CEILING TILES UNLESS OTHERWISE NOTED. 3. PROVIDE LATERAL BRACING AT PERIMETER OF SUSPENSION SYSTEM, FASTEN WIRES TO GRID 2'-0" FROM PERIMETER OF CEILING AND ATTACH TO ROOF DECKING ABOVE. 4. CENTER SPRINKLER HEADS IN CEILING TILES, TYP. 5. SEE GENERAL ARCHITECTURAL NOTES "GAN" ON DRAWING Al FOR ADDITIONAL INFORMATION. 6. SEE STRUCTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. CO\ STUCTO\ \OTES: 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS OF EXISTING CONSTRUCTION WHICH AFFECT NEW CONSTRUCTION PRIOR TO SUBMITTAL OF SHOP DRAWINGS. SHOP DRAWINGS WITHOUT FIELD VERIFICATION OF DIMENSIONS SHALL BE REJECTED. EXTEND HIGH CEILING GRID WHERE LOW CEILING WAS REMOVED. INSTALL NEW CEILING TILES IN ENTIRE ROOM. INSTALL NEW LIGHTS PER ELECTRICAL DRAWINGS. COORDINATE HVAC DIFFUSERS WITH MECHANICAL DRAWINGS. COORDINATE SPRINKLER HEAD LOCATIONS WITH FIRE SPRINKLER DESIGN. REVIEWED FOR CODE COMPLIANCE APPROVED • DEC 1.4 2Q11 City of Tukwila BUI iNG nuisiP , RECEIVED CITY OF TUKWILA NOV 3 0 2017 PERMIT CENTER BUILDING PERMIT SUBMITTAL NOVEMBER 22, 2017 0 4 8 16 24 IN MI IIIIIII SCALE: 1/8"=1'-0" SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET 1 TACOMA, WA. 98409 PHONE: (253) 474-9449 1 FAX: (253) 474-9449 http://www.sitts-hill-engineers.com/ Project No.: 18027 Project Mgr.: BKL Proj. Engineer: JDB Proj. Drafter: JDK SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE CONVERSION FROM MYLAR TO CAD CCSI 12.10.00 A IT SERVICE CENTER 34362 SITTS JDB 11.09.17 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN LK ST CHECKED NHS DATE 10.5.90 SUBTITLE REFLECTED CEILING PLAN CURRENT REVISION 34362 SYMBOL DATE 11.09.17 APPROVED BY DEPT. DATE ENGINEER REH CHECKED APPROVED APPROVED TITLE ARCHITECTURAL MASTER IT SERVICE CENTER BUILDING 9-12 COL. A -H/1-3 D.C. SHEET 1A280 JOB NO. COMP NO. DWG NO. 9-12-1A280 WAS 109-012-1001—A8 V�J 1- M1 0 0 0 0 0 0 I\i LN 0 0 0 0 Q 0 0 0 0 o o o 0 o 0 0 L_ 5 0 C--� 6 6 0 0 0 0 0 6 0 0 0 • .4k • Air =«,imp Ilnta81illE 1m NEON ..A: Iry I 1 fir '1 0 0 —:--mom • .4k • Air =«,imp Ilnta81illE 1m NEON ..A: Iry I 1 fir '1 0 0 0 �I I L J DEFLECT 0 L 1 I, 0 0 0 0 0 0 0 0 0 0 D CEILI\G PLA\ SCALE: 1/8" = 1'-0" SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE IT SERVICE CENTER 34362 SITTS JDB 11.09.17 Q� ".&7.4GS T 1 Ei_ REMOVAL ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN J. Kumla DATE 10.30.17 APPROVED BY DEPT. DATE CHECKED B. Leslie ENGINEER J. Baker 10.30.17 SUBTITLE LEGE\ /SCHEDULE: GE\E�AL \OTES: 1. SEE GENERAL ARCHITECTURAL NOTES "GAN" ON DRAWING Al FOR ADDITIONAL INFORMATION. 2. SEE STRUCTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. CO\STRU TIO\ \OTES: 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS OF EXISTING CONSTRUCTION WHICH AFFECT NEW CONSTRUCTION PRIOR TO SUBMITTAL OF SHOP DRAWINGS. SHOP DRAWINGS WITHOUT FIELD VERIFICATION OF DIMENSIONS SHALL BE REJECTED. REMOVE HUNG WALL AT LOWERED CEILING. REMOVE ALL CEILING TILES. REMOVE CEILING GRID AT LOWERED CEILING. SEE MECHANICAL DRAWINGS FOR RE—WORK OF HVAC DUCTS TO ALLOW FOR RAISING OF LOW CEILING. REMOVE DIFFUSERS AND LIGHTS AS DIRECTED BY THE MECHANICAL AND ELECTRICAL DRAWINGS. EFEE\CE DAWI\GS: REVIEWED FOR CODE COMPLIANCE APPROVED DEC 14- 2017 City of Tukwila BUILDING_DIVISION Q 4 %j�� iueo it iiii•iZ 0 4 8 16 24 • -• ■ ■ NMI RECEIVED SCALE: 1/8"=1'-0" CITY OF TUKWILA NOV 3 0 2017 PERMIT CENTER BUILDING PERMIT SUBMITTAL NOVEMBER 22, 2017 REFLECTED CEILING PLAN - REMOVAL SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET 1 TACOMA, WA. 98409 PHONE: (253) 474-9449 1 FAX: (253) 474.9449 http://www.sitts-hill-engineers.com/ Project No.: 18027 Project Mgr.: BKL Proj. Engineer: JDB Proj. Drafter: JDK CURRENT REVISION 34362 SYMBOL DATE 11.09.17 10.30.17 CHECKED B. Leslie 10.30.17 APPROVED APPROVED TITLE ARCHITECTURAL IT SERVICE CENTER BUILDING 09-12 COL. A -H/1-3 DEV. CENTER, WA SHEET 1A280R JOB NO. 34362 COMP NO. DWG NO. 09-012-1A280R 10:59:12 PM SMCCARTHY: 8/16/2017 ,, 6 • n o 0 0 0 0 0 0 X-- _ 0- 0 0 o X 0 0 0 0 0 0 0 0 �I I L J DEFLECT 0 L 1 I, 0 0 0 0 0 0 0 0 0 0 D CEILI\G PLA\ SCALE: 1/8" = 1'-0" SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE IT SERVICE CENTER 34362 SITTS JDB 11.09.17 Q� ".&7.4GS T 1 Ei_ REMOVAL ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN J. Kumla DATE 10.30.17 APPROVED BY DEPT. DATE CHECKED B. Leslie ENGINEER J. Baker 10.30.17 SUBTITLE LEGE\ /SCHEDULE: GE\E�AL \OTES: 1. SEE GENERAL ARCHITECTURAL NOTES "GAN" ON DRAWING Al FOR ADDITIONAL INFORMATION. 2. SEE STRUCTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. CO\STRU TIO\ \OTES: 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS OF EXISTING CONSTRUCTION WHICH AFFECT NEW CONSTRUCTION PRIOR TO SUBMITTAL OF SHOP DRAWINGS. SHOP DRAWINGS WITHOUT FIELD VERIFICATION OF DIMENSIONS SHALL BE REJECTED. REMOVE HUNG WALL AT LOWERED CEILING. REMOVE ALL CEILING TILES. REMOVE CEILING GRID AT LOWERED CEILING. SEE MECHANICAL DRAWINGS FOR RE—WORK OF HVAC DUCTS TO ALLOW FOR RAISING OF LOW CEILING. REMOVE DIFFUSERS AND LIGHTS AS DIRECTED BY THE MECHANICAL AND ELECTRICAL DRAWINGS. EFEE\CE DAWI\GS: REVIEWED FOR CODE COMPLIANCE APPROVED DEC 14- 2017 City of Tukwila BUILDING_DIVISION Q 4 %j�� iueo it iiii•iZ 0 4 8 16 24 • -• ■ ■ NMI RECEIVED SCALE: 1/8"=1'-0" CITY OF TUKWILA NOV 3 0 2017 PERMIT CENTER BUILDING PERMIT SUBMITTAL NOVEMBER 22, 2017 REFLECTED CEILING PLAN - REMOVAL SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET 1 TACOMA, WA. 98409 PHONE: (253) 474-9449 1 FAX: (253) 474.9449 http://www.sitts-hill-engineers.com/ Project No.: 18027 Project Mgr.: BKL Proj. Engineer: JDB Proj. Drafter: JDK CURRENT REVISION 34362 SYMBOL DATE 11.09.17 10.30.17 CHECKED B. Leslie 10.30.17 APPROVED APPROVED TITLE ARCHITECTURAL IT SERVICE CENTER BUILDING 09-12 COL. A -H/1-3 DEV. CENTER, WA SHEET 1A280R JOB NO. 34362 COMP NO. DWG NO. 09-012-1A280R 10:59:12 PM SMCCARTHY: 8/16/2017 1A10 1A110 DOWNSPOUT BELOW, TYP. 1A10 1A110 N44- RFA160 1A504 LINE OF WALL BELO METAL GUTTER 10 RFA160 1A504 RIDGE C87 A3.36 r PER 1/53-58, 1'-4"x6"x3/8 STL. PLATE 'FIN' 24'-0" 0.C.—ENSURE WATERTIGHT SEAL @ ROOFING SYSTEM (SEE 12/53 FOR FRAMING) SLOPE AS REQ'D TO ACHIEVE CONSTANT ELEV. EAVE TOP OF PARAPET 22' B TOP OF ROOFING SYSTEM TAPERED INSUL. SLOPE 1/8" IN 1A10 1A201 PARAPET 1 1A10 1A200 " LIMIT OF SCREEN WALL (/-7TYP. RFA160 1A504 1A504 TOP OF PARAPET 15'-4" 4 6'-0 RFA160 1A504 EQUIP C248 DWG BEYOND BELOW x• TS 24'-0" 0.0. TYP. © SCREEN WALL- SEE C/Al2 EXHAUST FAN— SEE MECH. PONY WALL ROOF RIDGE c N ROOFING SYSTEM ON TAPERED, RIGID INSULATION SLOPE 1/8" IN 1'-0" MINIMUM lYP. OF TWO 121 RFA160 1A503 8'-0" TOP OF PARAPET RFA160 1A201 15'-4" C247 WALKING SURFACE- . MECH. UNIT, TYP. O EXHAUST FANS—SEE MECH. SCREEN WALL — - TOP OF PARAPET 22'-0" -- ROOFING SYSTEM ON TAPERED INSUL. CRICKET OVER RIGID INSUL. SLOPE 1/ IN 1'—C 6" GASFLUE— SEE(1 FOR BRACING C246 1A504 /CONDENSING UNITS FOR COOLERS & FREEZER—FIELD VER�CATION RIDGE 1' 10 SLOPE AS REQUIRED TO MAINTAIN CONSTANT ELEV. ® EAVE-s 12 GA. WIRE BRACING FOR FLUE RFA160 1A504 D 1410 1A201 EXHAUST FAN SEE MECH. 10'-6' LIMIT OF SCREEN WALL 1A10 1A200 ��TOP OF PARAPET 15'-4" 4 (RFA160 B rMEfAL ROOFING � 1A10 1A110 TOP OF PARAPET 16'-0" PROVIDE RATED DUCT' ENCLOSURE @ EXHAUST FANS PER B/M3. PROVIDE RATED ACCESS DOOR. C$$ A3.37 1A10 1A110 GOOF PLA\ SCALE: 1/8" = 1'-0" RFA160 1A504 TYPICAL NOTE: PROVIDE PENETRATIONS/CURBS/ CRICKETS AS REQUIRED FOR MECHANICAL UNITS— COORD. W/ MECHANICAL CONTRACTOR TOP OF PARAPET 16'-0" 1A10 1A200 1A504 RFA1601 A505 TYP. 3 PLACES TOP OF PARAPET 22'-0' TOP OF PARAPET 17'-0" ROOF HATCH SEE 11/1A505 6 1A10 1A201 TOP OF PARAPET 15'-4" —SCUPPER & DOWNSPOUT BELOW, TYP. NOTE: "TOP OF PARAPET" HEIGHTS INDICATED ARE TO TOP OF MTL. FRAMING/STRUCTURE TYP.; NAILER & COPING ABOVE LEGE\D SCHEDULE: GE\HAL \OTES: CO\ST�UCTIO\ \OTES: 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS OF EXISTING CONSTRUCTION WHICH AFFECT NEW CONSTRUCTION PRIOR TO SUBMITTAL OF SHOP DRAWINGS. SHOP DRAWINGS WITHOUT FIELD VERIFICATION OF DIMENSIONS SHALL BE REJECTED. SEE DETAIL 4/A500 FOR ROOF DECK REPAIR AT HOLE WHERE EQUIPMENT HAS BEEN REMOVED. SEE DETAIL 5/A500 FOR ROOFING REPAIR WHERE EQUIPMENT HAS BEEN REMOVED. SEE DETAIL 6/A500 FOR CURB AND ROOFING AT NEW EQUIPMENT. EFRE\CE NAWI\GS: REVIEWED FOR CODE COMPLIANCE APPROVED DEC 14 2017 City of T u(cwi(a BUILDING DIVISION RECEIVED CITY OF TUKWILA NOV 30 2017 PERMIT CENTER BUILDING PERMIT SUBMITTAL NOVEMBER 22, 2017 KEY PLAN SCALE: NONE SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET 1 TACOMA, WA. 98409 PHONE: (253) 474-9449 1 FAX: (253) 474.9449 http://www.sitts-hill-engineers.com/ Project No.: 18027 Project Mgr.: BKL Proj. Engineer: JDB Proj. Drafter: JDK SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE CONVERSION FROM MYLAR TO CAD COSI 12.10.00 IT SERVICE CENTER 34362 SITTS BKL 11.22.17 ff0E74 ® o'— ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN LK/ST CHECKED NHS ENCINEER REH DATE 10.05.90 SUBTITLE ROOF PLAN CURRENT REVISION 34362 SYMBOL A DATE 11.22.17 CHECKED APPROVED APPROVED TITLE ARCHITECTURAL MASTER BUILDING 09-012 COL. 1-3/A—H DEV. CENTER, WA SHEET RFA160 JOB NO. COMP NO. DWG NO. 09-012—RFA160 WAS 109-012-1001-A7 MG124D: 7/30/2013 6:40:48 AM A500 /\ / /\ / A500 A500 A500 it II II II 11 11 II II 41 I I II 11 II PROVIDE LOCKS ON DRAWERS AND DOORS 26" cV ro 78C 78C E\LAGED CA3I\ET PLA\ SCALE: 1/2" = 1'-0" CA3I \ ET SECTIO\ SCALE: 3/4" = 1'-0" 1 CONTINUOUS L1 1/2x1 1/2x16 GA. WITH #12 SCREWS @16" 0.C. TO WALL STUDS AND TO CABINET. SCREW LENGTH SHALL NOT AFFECT CABINET FUNCTION 24" 24" / /0 \ N._, 0 \ / 0\ / /0\ \ N/. / rn / �_---/\ \ \/ 0\ / /0 \ \/ 0\ / / 24" 24" CABINET S CA31\ET ELEVATIO\ VIEW SCALE: 1/2" = 1'-0" I � 1 A500 CA3I\ET ELEVATIO\ SCALE: 1/2" = 1'-0" VIEW (-115 � 1 A500 CA3I\ ET 24" PLAM CTOP WHITE PLAM (PLY CORE) DRAWER ON 100 LB. FULL EXTENSION SLIDES ADJ. SHELF WHITE MELAMINE INTERIOR —rte ^�--- 3ACE DETAIL SCALE: 3" = 1'-0" HVAC UNIT PER - MECHANICAL DRAWINGS #10x3/4" SCREWS AT 6" 0.C. AT PERIMETER OF NEW DECK NEW ROOF DECK TO MATCH EXISTING, 1 1/2"x18ga. VERCO HSB-36 OR EQUIVALENT LAP AND SEAL PER MANUFACTURER'S RECOMMENDATIONS EXISTING ROOFING -) - MATERIAL NEW ROOFING MATERIAL TO MATCH EXISTING NEW RIGID INSULATION TO MATCH EXISTING CURB BY HVAC UNIT SUPPLIER RIGID INSULATION SEALANT V 1 " 1 A500 METAL STUD WALL i ROOFING MATERIAL FLASHING PER MANUFACTURER'S RECOMMENDATIONS 1/4" SCREWS AT 12" 0.C. 3 5/8" x 16ga. METAL STUDS AT 16" 0.C. W/ 1/2" GYPSUM SHEATHING BOTH SIDES, #8 SCREWS AT 6" 0.C. TYP. R-11 BATT INSULATION TOP OF WALL LEVEL, (- 6" MIN. ABOVE ROOF EXISTING RIGID INSULATION, INFILL AS NEEDED EXISTING ROOFING MATERIAL 3" MIN. TYP. EXISTING HOLE EXISTING STEEL ROOF DECK EXISTING RIGID INSULATION EXISTING METAL DECK, SEE DETAIL 4/A500 FOR HOLE REPAIR WHERE OCCURS EXISTING ROOF DECK r L4x4x1/4 UNDER CURB AND AT EDGES OF ROOF OPENING GOOF EC SCALE: 3" = 1'-0" < HOLE EPAIDETAIL 4 RFA160 A500 COFI\G 'EPAIDETAIL SCALE: 1 1/2" = 1'-0" 5 RFA160L500 V 3/16 V 1 1/2 3" TOTAL LENGTH 3/16 ECHANICAL U\IT CU 3 DETAIL SCALE: 1 1/2" = 1'-0" REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE IT SERVICE CENTER 34362 SITTS JDB 11.22.17 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN J. Kamla CHECKED B. Leslie ENGINEER J. Baker CHECKED B. Leslie DATE 10.30.17 10.30.17 2 1A10 A00 EXISTING ROOF JOIST 6 RFA160 A500 SUBTITLE / 7 30" WIDE GATE W/LOCK J \ \_/ / /-\ /0 0\ =-7 24" 30" 24" 24" 24" CA31 \ ET ELEVATIO\ VIEW SCALE: 1/2" = 1'-0" CABINET CONTINUOUS 16 GA x 3" STRAP WITH #12 SCREWS AT 16" 0.C. TO EACH CABINET. SCREW LENGTH SHALL NOT AFFECT CABINET FUNCTION CA3I\ET ACE DETAIL rf_3 A500 CABINET 3 SCALE: 3" = 1'-0" RECEIVED CITY OF TUKWILA NOV 3 0 2017 PERMIT CENTER BUILDING PERMIT SUBMITTAL NOVEMBER 22, 2017 MISC. SECTIONS AND DETAILS 1A191A00 REVIEWED FOR CODE COMPLIANCE APPROVED DEC 14 2011 City of Tukwila BUILDING DIVISION SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET 1 TACOMA, WA. 98409 PHONE: (253) 474-9449 1 FAX: (253) 474-9449 http://www.sitts-hill-engineers.com/ Project No.: 18027 Project Mgr.: BKL Proj. Engineer: JDB Proj. Drafter: JDK CURRENT REVISION 34362 SYMBOL DATE 11.22.17 APPROVED APPROVED 10.30.17 10.30.17 TITLE ARCHITECTURAL IT SERVICE CENTER BUILDING 09-12 SHEET A500 JOB NO. 34362 COMP NO. DEV. CENTER, WA DWG NO. 09-012—A500 SMCCARTHY: 8/16/2017 / /0 \ N._, 0 \ / 0\ / /0\ \ N/. / / -, \ N/ 24" 24" 24" CABINET S CA31\ET ELEVATIO\ VIEW SCALE: 1/2" = 1'-0" I � 1 A500 CA3I\ET ELEVATIO\ SCALE: 1/2" = 1'-0" VIEW (-115 � 1 A500 CA3I\ ET 24" PLAM CTOP WHITE PLAM (PLY CORE) DRAWER ON 100 LB. FULL EXTENSION SLIDES ADJ. SHELF WHITE MELAMINE INTERIOR —rte ^�--- 3ACE DETAIL SCALE: 3" = 1'-0" HVAC UNIT PER - MECHANICAL DRAWINGS #10x3/4" SCREWS AT 6" 0.C. AT PERIMETER OF NEW DECK NEW ROOF DECK TO MATCH EXISTING, 1 1/2"x18ga. VERCO HSB-36 OR EQUIVALENT LAP AND SEAL PER MANUFACTURER'S RECOMMENDATIONS EXISTING ROOFING -) - MATERIAL NEW ROOFING MATERIAL TO MATCH EXISTING NEW RIGID INSULATION TO MATCH EXISTING CURB BY HVAC UNIT SUPPLIER RIGID INSULATION SEALANT V 1 " 1 A500 METAL STUD WALL i ROOFING MATERIAL FLASHING PER MANUFACTURER'S RECOMMENDATIONS 1/4" SCREWS AT 12" 0.C. 3 5/8" x 16ga. METAL STUDS AT 16" 0.C. W/ 1/2" GYPSUM SHEATHING BOTH SIDES, #8 SCREWS AT 6" 0.C. TYP. R-11 BATT INSULATION TOP OF WALL LEVEL, (- 6" MIN. ABOVE ROOF EXISTING RIGID INSULATION, INFILL AS NEEDED EXISTING ROOFING MATERIAL 3" MIN. TYP. EXISTING HOLE EXISTING STEEL ROOF DECK EXISTING RIGID INSULATION EXISTING METAL DECK, SEE DETAIL 4/A500 FOR HOLE REPAIR WHERE OCCURS EXISTING ROOF DECK r L4x4x1/4 UNDER CURB AND AT EDGES OF ROOF OPENING GOOF EC SCALE: 3" = 1'-0" < HOLE EPAIDETAIL 4 RFA160 A500 COFI\G 'EPAIDETAIL SCALE: 1 1/2" = 1'-0" 5 RFA160L500 V 3/16 V 1 1/2 3" TOTAL LENGTH 3/16 ECHANICAL U\IT CU 3 DETAIL SCALE: 1 1/2" = 1'-0" REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE IT SERVICE CENTER 34362 SITTS JDB 11.22.17 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN J. Kamla CHECKED B. Leslie ENGINEER J. Baker CHECKED B. Leslie DATE 10.30.17 10.30.17 2 1A10 A00 EXISTING ROOF JOIST 6 RFA160 A500 SUBTITLE / 7 30" WIDE GATE W/LOCK J \ \_/ / /-\ /0 0\ =-7 24" 30" 24" 24" 24" CA31 \ ET ELEVATIO\ VIEW SCALE: 1/2" = 1'-0" CABINET CONTINUOUS 16 GA x 3" STRAP WITH #12 SCREWS AT 16" 0.C. TO EACH CABINET. SCREW LENGTH SHALL NOT AFFECT CABINET FUNCTION CA3I\ET ACE DETAIL rf_3 A500 CABINET 3 SCALE: 3" = 1'-0" RECEIVED CITY OF TUKWILA NOV 3 0 2017 PERMIT CENTER BUILDING PERMIT SUBMITTAL NOVEMBER 22, 2017 MISC. SECTIONS AND DETAILS 1A191A00 REVIEWED FOR CODE COMPLIANCE APPROVED DEC 14 2011 City of Tukwila BUILDING DIVISION SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET 1 TACOMA, WA. 98409 PHONE: (253) 474-9449 1 FAX: (253) 474-9449 http://www.sitts-hill-engineers.com/ Project No.: 18027 Project Mgr.: BKL Proj. Engineer: JDB Proj. Drafter: JDK CURRENT REVISION 34362 SYMBOL DATE 11.22.17 APPROVED APPROVED 10.30.17 10.30.17 TITLE ARCHITECTURAL IT SERVICE CENTER BUILDING 09-12 SHEET A500 JOB NO. 34362 COMP NO. DEV. CENTER, WA DWG NO. 09-012—A500 SMCCARTHY: 8/16/2017