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Permit D17-0276 - BOEING #9-110 - TENANT IMPROVEMENT
BOEING #9-110 9725 E MARGINAL WAY S D17-0276 Parcel No: Address: 0 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 Permit Number: D17-0276 9725 E MARGINAL WAY S BLDG 9-110 Issue Date: Permit Expires On: Project Name: BOEING #9-110 11/3/2017 5/2/2018 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: INTERIOR TENANT IMPROVEMENT OF EXISTING OFFICE AREA. 8,636 SQ FT Project Valuation: $427,500.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: VB Electrical Service Provided by: TUKWILA Fees Collected: $7,683.80 Occupancy per IBC: B Water District: TUKWILA Sewer District: VALLEY VIEW,TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut:. 0 Fill: 0 Number: 0 Permit Center Authorized Signature: L7AL R -„P Date: I 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 loc. s reg gating construction or the performance of work. I am authorized to sign and obtain this developm: • -rmit : d agree to the conditions attached to this permit. g ,'1 I ' 'Y Si natur- /r � 0/i Print Na • ie /r0 ' ,0' /•. /4 i ° v 6614w Dat@ s r `-x-319 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: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 8: All wood to remain in placed concrete shall be treated wood. 9: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 0 0 10: 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. 11: 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). 12: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 13: Preparation before concrete placement: Water shall be removed from place of deposit before concrete is placed unless a tremie is to be used or unless otherwise permitted by the building official. All debris and ice shall be removed from spaces to be occupied by concrete. 14: 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. 15: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 19: 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) 16: 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) 17: 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) 18: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 7.2, 7.3) 20: Maintain fire extinguisher coverage throughout. 21: 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) 22: 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) 23: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 24: 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) 36: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1013.1) C� O 37: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1013.6.1) 25: 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) 38: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on-site generator. (IFC 1013.6.3) 39: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1. foot-candle (11 lux) and a minimum at any point of 0.1 foot-candle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot-candle (6 lux) average and a minimum at any point of 0.06 foot-candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to -minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1008.3.5) 29: 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) 27: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 26: 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). 40: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2437. 31: 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) 30: 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) 41: Local U.L. central station supervision is required. (City Ordinance #2437) 32: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 42: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 33: 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. 43: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 28: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 34: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 35: 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** 0301 CONCRETE SLAB 1400 FIRE FINAL 0201 FOOTING 0200. FOUNDATION WALL 0409 FRAMING 0606 GLAZING 0502 LATH/GYPSUM BOARD 0406 SUSPENDED CEILING 0601 WALL INSULATION CITY OF TUKA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. Project No. Date Application Accepted: Date Application Expires: - (3 `! e (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 Site Address: 9725 E. marginal way s Tenant Name: Boeing co PROPERTY OWNER Name: John Murdoch /Mark Clement*- Boeing co. Name: The Boeing co. John Murdoch City: Seattle State: Wa Zip: 98124 ,Address: PO Box 3707 MC 46-88 Email: John.s.murdoch@boeing.com 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:\Applications\Forms-Applications On Line\2011 Applications \Permit Application Revised - 8-9-I I.docx Revised: August 2011 • bh King Co Assessor's Tax No.: 5624201032 Suite Number: 9-110 Floor: New Tenant: ❑. Yes ❑ ..No ARCHITECT OF RECORD Name: John Murdoch Company Name: Sitts & Hill City: 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: sitts-hill-engineers.com/ ENGINEER OF RECORD Name: John Murdoch Company Name: Sits and Hill City: 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 City: Seattle State: WA Zip: 98124 Page 1 of 4 BUILDING PERMIT INFORMATIt*.rf— 206-431-3670 col Valuation of Project (contractor's bid price): $ 427,500 Describe the scope of work (please provide detailed information): Interior Tenant improvement of existing office area. 8,636 sq ft Will there be new rack storage? ❑ Yes Existing Building Valuation: $ 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 Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or.hazardous materials in the building? 0 Yes 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 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line\201I Applications\Fermit Application Revised - 8-9-1 Ldocx 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 In Floor 8,636 8,636 vb b 2nd Floor 3`d 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 © No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or.hazardous materials in the building? 0 Yes 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 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line\201I Applications\Fermit Application Revised - 8-9-1 Ldocx Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFOkMATION - 206-433-0179 Scope of Work (please provide detailed information): na Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila 0 ...Water District #125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate 0 .. Highline ❑ ...Valley View ❑ .. Renton ❑ ...Sewer Availability Provided ❑ .. 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") El ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Geotechnical Report 1=1.. 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 ❑...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 ❑ .. Pavement Cut ❑ .. Looped Fire Line Domestic Water 11 ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Permanent Water Meter Size... " WO # ❑ ....Temporary Water Meter Size .. WO # ❑ ...Water Only Meter Size WO # ❑ ...Deduct Water Meter Size ❑ ...Sewer Main Extension Public ❑ Private ❑ ❑ ...Water Main Extension Public ❑ Private ❑ FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephoner Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip H_\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-1 I .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 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: Date: f/ I3 //1 Print Name: ri ` iV \\ C) C M r eft Day Telephone: C_ o 6 6 /1 L• (1 4 Mailing Address: Srte AK R97\4 H:\Applications\Forms-Applications On Line \201 I Applications\Permit Application Revised - 8-9-I I.docx Revised: August 2011 bh City State Zip Page 4 of 4 DESCRIPTIONS I ACCOUNT QUANTITY PermitTRAK PAID $4,747.65 D17-0276 Address: 9725 E MARGINAL WAY 5 BLDG 9-110 Apn: 0003400018 $4,747.65 Credit Card Fee $138.28 Credit Card Fee R000.369.908.00.00 0.00 $138.28 DEVELOPMENT $4,390.09 PERMIT FEE R000.322.100.00.00 0.00 $4,385.59 WASHINGTON STATE SURCHARGE 8640.237.114 0.00 $4.50 TECHNOLOGY FEE $219.28 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R12721 R000.322.900.04.00 0.00 $219.28 $4,747.65 Date Paid: Friday, November 03, 2017 Paid By: JOHN S MURDOCH Pay Method: CREDIT CARD 081748 Printed: Friday, November 03, 2017 11:44 AM 1 of 1 CfRitirgrSYSTEMS Receipt Number DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY $2,936.15 D17-0276 Address: 9725 E MARGINAL WAY BLDG 9-110 Apn'0003400018 $2,936.15 Credit Card Fee $85.52 Credit Card Fee R000.369.908.00.00 0.00 $85.52 DEVELOPMENT $2,850.63. PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R12572 R000.345.830.00.00 0.00 $2,850.63 $2,936.15 Date Paid: Friday, October 13, 2017 Paid By: MARK CLEMENT Pay Method: CREDIT CARD 029715 Printed: Friday, October 13, 2017 3:07 PM 1 of 1 CR SYSTEMS INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 X17 -017(p �K- Project: 1 A1� 9' 10 Type nspection: Mini Ad ress: '7 Z$ ,�datefi'iWG- /* �,¢y led: Special Instructions: Date Wanted: 5-3-1-1e) � C Wim= p:m. Requester: Phone No: z5'3 -2J -C tit° 2 Approved per applicable codes. Corrections required prior to approval. COMMENTS: K-- ,v/Lo/i1/6 Inspector: 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 TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 P17-62-740 Proj,ec�t: /PA%A/ & q-/ Type of Inspection: iisp 7i1DvDe1 'I1 -i110- Address: 772x" A; /i7,&,Ai/U, M Date Called: Special Instructions: • Date Wanted: a.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: z� K - Jt/S p 2 'D c€'L % 'C Inspector Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. I 10 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 £ f7-6 7+ Project: 03111 g L/f Q Type of Inspection: 5 tzfuZ9t W Gam' /u) Address: '1'725 £; P i i t Date Called: 5 - Special instructions: Date Wanted: a.m. Requester: Phone No: 2S3-217 • -161/6 ElApproved per applicable codes. COMMENTS: ECorrections required prior to approval. I IJ$ ntt... '.L! f15- /a 2 5 t Des Dl� 5L)SP&,vOg0 d(tLt - ID, Inspector: I 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 TUKWILA BUILDING DIVISION Pi761_7 p 6300 Southcenter Blvd., #100, Tukwila: WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 / Project: A16 47-//0 Type of Inspection: Address: Date Called: Special Instructions: Date Wanted:QQ V. —15`90 a.m. P.m. Requester: Phone No: Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: c!& f77 03-- Rirrl\KAci�1rs-' Inspector: Date""/f fc ? 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 D►7- 027Ce' 6300 Southcenter Blvd., #100, Tukwila: WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: .80E/46- 9-//6 Type of Inspection: Sus-pax/DEA ck;uN6- Address: 972.5' ., ittMail'i�t L i#4/ Date Called: Special Instructions: Date Wanted:a.m. '28 p.m. Requester: Gs C to Phone No: z�3-Z11 -624/4,2_ Approved per applicable codes. Corrections required prior to approval. COMMENTS: o Ape) AA 1 I , 8 e i r Iii C,11 Inspector: 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 TUKWILA BUILDING DIVISION Di 7-__7(p 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3.670 Project: lbEi NC 9.-1I Type of Inspection: L ►u6 Address: 9725 X . fii ;M -L way Date Called: Special Instructions: w/40,_ iNglit.j113N r-yvt,✓Ne- Date Wanted: C -2_9-i6 a. .m` Requester: GRr Phone No: 25-3-'247- 06 7, pproved per applicable codes. LJ Corrections required prior to approval. COMMENTS: �IX L r/01-ini 4- 0 PK- W14L-t✓ Frei i tly cz-- K 76 now -ox ,gxe p " f -i )frt L-- i Inspector: Date: l - Z9-/ 8 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 !1 7 - 02 7, PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: ie i•►10 € sl---\ Sprinklers: Fire Alarm: Type of Inspection: V -e / Address: q `' Suite ##: f ZS 7' E: 1(i✓5 .' // v Contact Person: Special Instructions: /UIrt /747;11 6 r Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: — ' 5 /UIrt /747;11 6 r %7e (" -- ,//-:1 d' o --- nc-s1e.d- --OA_ r J G • / si / ----- 0l (�& r� ," X f v s _)I /e�t A2'1 - Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspectorr/-4 7-7/-7c-7 Date: //3v/e5 Hrs.: 1.0 r $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 9ERMIT COORD COPY 0 PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0276 DATE: 10/13/17 PROJECT NAME: BOEING #9-110 SITE ADDRESS: 9725 E MARGINAL WAY S X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: A'T,�-wc, iQ-i Building Division 113 \\1 Public Works PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) Mi\ /c. 10-)-4-9 lav N/A- Fire Prevention Planning Division L !A Structural ❑ Permit Coordinator DATE: 10/17/17 Structural Review Required REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: DUE DATE: 11/14/17 Approved Corrections Required n Approved with Conditions ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: 1.Permil Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: 12/18/2013 BOEING COMPANY, THE ilaikk Washington State Department of Labor & Industries O Home Espanol Contact Safety & Health Claims & Insurance 0 Search L&I Page 1 of 9 A -Z Index Help My L&1 Workplace Rights Trades & Licensing 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 Active. ................................................................... _.... Meets current requirements. License specialties GENERAL License no. BOEINC*294ML Effective — expiration 07/13/1971— 01/18/2019 Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=178005030&LIC=BOEINC*294ML&SAW= 11/3/2017 BOEING COMPANY, THE Bond 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 0 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 r' 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= 11/3/2017 VICI\ ITY MAP PROJECT SITE FROM DOWNTOWN SEATTLE 900 rn 99 EXIT 158 d Q EXIT 157 EXIT 157 99 EAST MARGINAL WAY CORPORATE PARK FROM SEATTLE—TACOMA AIRPORT 599 TUKWILA DEVELOPVE\TAL CE\TR FROM KENT & AUBURN NO SCALE 900 BOEING WORKPLACE SEJWICES BUILDING 9-1 IO OFFICE TENANT IMPROVEMENT #34424 BOEING DEVELOPMENTAL CENTER 9725 EAST MARGINAL WAY SOUTH TUKWILA, WASHINGTON 98108 AEA N AP 3UILDI\G ADD'HSS: 9725 EAST VAGI\AL WAY SOUTH TU<WILA, WASNI\GTO\ PROJECT SITE 9-110 3UILDI \G LCCATIO\ NO SCALE GE\HAL \OTES CONSTRUCTION SET OF DOCUMENTS, REVIEWED AND STAMPED BY CITY OF TUKWILA MUST BE ON SITE DURING CONSTRUCTION. DO NOT PROCEED WITH CONSTRUCTION WITHOUT ABOVE MENTIONED SET OF DOCUMENTS. 1. VERIFY ALL DIMENSIONS AND CONNECTIONS BEFORE ANY WORK. 2. NOTIFY FACILITY ENGINEERS SHOULD EXISTING CONDITIONS REQUIRE DESIGN REVISIONS. 3. COORDINATE WORK WITH OTHER CRAFTS. 4. RETURN THIS SAME SET TO JOHN MURDOCH AT BUILDING 09-051.2 COLUMN M/2, AFTER COMPLETION OF THIS CONSTRUCTION. SCOPE OF WO INTERIOR TENANT IMPROVEMENT OF APPROXIMATELY 8,636 SF OF EXISTING OFFICE AREA. INCLUDES DEMOLITION OF NON—LOAD BEARING WALLS, RESTROOM RENOVATIONS, KITCHENL.I I E, AND REPLACEMENT OF FLOOR FINISHES, ACOUSTICAL CEILING TILES, AND PAINTING THROUGHOUT, WITH MINOR ELECTRICAL AND MECHANICAL MODIFICATIONS. THERE WILL BE NO CHANGES TO THE EXISTING BUILDING CONSTRUCTION TYPE OR OCCUPANCY GROUP CLASSIFICATION. THE OCCUPANT LOAD HAS BEEN INCREASED DUE TO THE ADDITION OF A CONFERENCE ROOM — REFER TO THE EXITING PLAN FOR THE EXITING SYSTEM. CODE SUVNAW LAND USE CODE BUILDING CODES TUKWILA 2015 I.B.C., U.F.C., U.P.C., AND THE WAC 51-20 AS ADAPTED OR AMENDED BY LOCAL ORDINANCES, AND COMPLIANCE WITH CITY OF TUKWILA ZONING. OCCUPANCY GROUP GROUP B (OFFICE) CONSTRUCTION TYPE FLOOR AREAS: BUILDING FOOTPRINT, GROSS AND FIRST FLOOR BUILDING HEIGHT STORIES OCCUPANT LOAD: HANDICAPPED REQUIREMENTS FIRE PROTECTION SEISMIC ZONE TYPE VB SEPARATION 60 FEET (MINIMUM THREE SIDES) 8,636 S.F. 18 FT. 1 SEE 1A01 FOR EXITING PLAN ARCHITECT'S INTENT: FOR 2015 IBC WORK DESIGN WILL MAINTAIN EXISTING LIKE KIND MATERIALS AND ASSEMBLIES PER 97 UBC REQUIREMENTS. BARRIER FREE FULLY AUTOMATIC, F/S CLASS 1 SPRINKLERS THROUGHOUT 3 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE — EXTRS: RELOCATE IR SIGN LAB (21-01) J#190105-02 GMM 09.20.00 -- RELOCATE OS1 TO 9-110 J#120706-02 GMM 10.22.02 RELOCATE OS1 TO 9-110 (CONSTRUCTION) ADD GATES AND FENCE OFFICE TENANT IMPROVEMENT J#120706-02 J#545680-02 34224 GMM GMM SITTS BKL 10.30.02 04.30.04 10.11.17 gLims.E:em6 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN G.MILLER DATE SEPARATE PERMIT REQUIRED FOR: VVIechanical aKtectnoal ra4fnbing as Piping City of Tukwila "U11 -'VG DIVMSfOI' NAWI\G I\DEX SHEET NO. DRAWING NO. SHEET TITLE REV NO. DATE GO 9-110—GO TITLE SHEET 10.11.17 Al 9-110—Al GENERAL ARCHITECTURAL NOTES AND CODE SUMMARY 10.11.17 1A01 9-110-1A01 FIRST FLOOR EXITING PLAN C 10.11.17 1A1OR 9-110-1A1OR FLOOR PLAN — REMOVAL 10.11.17 1A10 9-110-1A10 FLOOR PLAN F 10.11.17 1A280R 9-110-1 A280R REFLECTED CEILING PLAN — REMOVAL 10.11.17 1A280 9-110-1A280 REFLECTED CEILING PLAN 10.11.17 1A450 9-110-1A450 ENLARGED FLOOR PLANS 10.11.17 1A451 9-110-1A451 ENLARGED FLOOR PLANS 10.11.17 A350 9-110—A350 SCHEDULES 10.11.17 A371 9-110—A371 INTERIOR ELEVATIONS 10.11.17 A372 9-110—A372 INTERIOR ELEVATIONS 10.11.17 A504 9-110—A504 MISC SECTIONS AND DETAILS 10.11.17 A505 9-110—A505 MISC SECTIONS AND DETAILS 10.11.17 A506 9-110—A506 MISC SECTIONS AND DETAILS 10.11.17 FILE COPY It No the vi of nDc Da N-& opteoti City of Tukwila BUILDING DIVISION REVISIONS No changes shall he made to the scope of work without prior approval of Tukwila building Division. NOTE: Revisions will require a new plan submittal and may it liluue additional plan review fees rii�g�xsn��°OA REVIEWED FOR CODE COMPLIANCE APPROVED OCT 2 7 2017 PrS City of Tukwila BUILDIN, ..l, IVISION RECEIVED CITY OF TUKWILA OCT 13 2017 PERMIT CENTER ISSUE FOR PERMIT OCTOBER 11, 2017 CHECKED SUBTITLE TITLE SHEET SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET I TACOMA, WA. 98409 PHONE: (253) 474-9449 I FAX: (253) 474-9449 http://www.sitts-hill-engineers.com/ Project No.: 18002 Project Mgr.: BKL Proj. Engineer: DCB Proj. Drafter: LAM CURRENT REVISION 34224 SYMBOL DATE 10.11.17 ENGINEER 0.MILLER CHECKED APPROVED APPROVED 09.20.00 TITLE OFFICE TENANT IMPROVEMENT ARCHITECTURAL MASTER BUILDING 9-110 DEV. CENTER, WA SHEET GO JOB NO. COMP NO. DWq NO. 09-110—GO DUAFTEE: 9/26/2013 6:17:46 AM GENERAL ARCHITECTURAL NOTES (GAN) BUILDING CODE AND SPECIFICATIONS: ALL CODE REFERENCES HEREAFTER SHALL CORRESPOND TO THE FOLLOWING EDITIONS WITH STATE WASHINGTON AND CITY OF TUKWILA AMENDMENTS TO BE USED, U.N.O.: EDITION 2015 ICC/ANSI A117.1-03 2015 2015 2015 2015 2017 2015 ASCE 31-03 ASCE/SEI 41-06 ASCE/SEI 7-10 MATERIAL STEEL WELDING COLD FORMED STEEL CODE INTERNATIONAL BUILDING CODE ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES INTERNATIONAL MECHANICAL CODE INTERNATIONAL FIRE CODE INTERNATIONAL PLUMBING CODE INTERNATIONAL ENERGY CONSERVATION CODE NATIONAL ELECTRICAL CODE INTERNATIONAL FUEL GAS CODE SEISMIC EVALUATION OF EXISTING BUILDINGS SEISMIC REHABILITATION OF EXISTING BUILDINGS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES CODE EDITION 14TH EDITION OF (AISC) STEEL CONSTRUCTION MANUAL. STRUCTURAL WELDING CODE - STEEL, (AWS) D1.1-15. 2012 (AISI) NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS MAINTAIN FIRE SAFETY DURING CONSTRUCTION AND DEMOLITION IN ACCORDANCE WITH THE 2015 EDITION OF THE INTERNATIONAL FIRE CODE. OF 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: 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. LOA 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 S 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. 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. 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 OR WOOD 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: AGRIFIBER. CONSTRUCTION: BONDED. PERFORMANCE DUTY LEVEL: HEAVY DUTY. QUALITY GRADE: PREMIUM. FINISH: PRIME AND PAINT. MOHAWK COMMERCIAL SERIES OR APPROVED EQUAL. GYPSUM BOARD ASSEMBUES: INTERIOR GYSUM 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. CERAMIC TILE: PROVIDE TILE ASSEMBLIES TO INCLUDE THE FOLLOWING: 1. UNGLAZED CERAMIC TILE. 2. GLAZED WALL TILE. 3. FLOOR CLEANING, STRIPPING AND SEALING. TILE ASSEMBLIES TO COMPLY WITH ANSI A137.1 "AMERICAN NATIONAL STANDARD SPECIFICATIONS FOR CERAMIC TILE" FOR TYPES, COMPOSITIONS, AND GRADES OF TILE INDICATED IN THE CONTRACT DOCUMENTS. 1. FURNISH TILE COMPLYING WITH "STANDARD GRADE" REQUIREMENTS UNLESS OTHERWISE INDICATED. COMPLY WITH ANSI STANDARDS FOR PRODUCTS AND MATERIALS INDICATED FOR SETTING AND GROUTING. ACOUSTICAL PANEL CEILING: CEILINGS CONSISTING OF ACOUSTICAL PANELS AND EXPOSED SUSPENSION SYSTEMS. ARMSTRONG, OR APPROVED EQUAL. ACOUSTICAL PANEL TYPE: FISSURED, SQUARE LAY -IN, MEDIUM TEXTURED #755 ACOUSTICAL PANEL COLORS : WHITE SIZE : 24"X48"X5/8" NOMINAL SIZE. 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 KEBT, 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. RESILIENT FLOORING: ANTI -STATIC VCT. ARMSTRONG. IMPERIAL TEXTURE STANDARD EXCELON 51908 CLASSIC PEWTER ENTRANCE MATS: WALK OFF TILE DIRECT -GLUED TO SUBSTRATE. MOHAWK COMMERCIAL CARPET OR APPROVED EQUAL. FIRST STEP II TILE 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. MANUFACTURED PLASTIC -LAMINATE -CLAD CASEWORK: LOWER BASE CABINETS WILSONART - SKYLINE WALNUT 7964K -12S COUNTERTOP DALTILE ONE QUARTZ - FRESH LINENS N066 SOLID SURFACE UPPER WALL HUNG CABINETS WILSONART - PHANTOM ECRU 8212K-28 HARDWARE: AMERLOCK 5" BP36571G10 MONUMENT (CAFE CABINETS) PULLS: WIRE PULLS THROUGH BOLTED FROM BACK SIDE. CATCHING DEVICES: MAGNETIC WITH A MINIMUM 7 -POUND PULL. DRAWER SLIDES MAY BE ABS SELF-LUBRICATING SLIDES. SHELF HARDWARE: PROVIDE SELF-LOCKING PINS. FABRICATION TO COMPLY WITH AM SECTION 1600B. DEMOUNTABLE PARTITIONS: CHASE CONTRACTORS, INC. ED KOPP (206 786-7444 VINYL: NATIONAL GYPSUM, DURASAN, GROUP 1, STIPPLE, COLOR: OFF WHITE/COOL WHITE TRIM: BONE DOOR FRAME: TIMELY, TA -8, WESTERN WHITE. METAL PANELS: CENTRIA ECOSCREEN PERFORATED SCREENWALL ECONOLAP 3/4" 3UILD1\G A\ALYSIS SCOPE OF WORK: TYPE OF CONSTRUCTION: OCCUPANCY CLASSIFICATION: OCCUPANT LOAD: FLOOR AREA: AUTOMATIC SPRINKLERS: FIRE ALARM: BASIC ALLOWABLE: INTERIOR TENANT IMPROVEMENT OF APPROXIMATELY 8,636 SF OF EXISTING OFFICE AREA. INCLUDES DEMOLITION OF NON -LOAD BEARING WALLS, RESTROOM RENOVATIONS, KITCHENETTE, AND REPLACEMENT OF FLOOR FINISHES, ACOUSTICAL CEILING TILES, AND PAINTING THROUGHOUT, WITH MINOR ELECTRICAL AND MECHANICAL MODIFICATIONS. TYPE V -B B SEE OCCUPANT LOAD ANALYSIS 8,636 SF YES YES SEE ALLOWABLE AREA ANALYSIS OCCUPA\T LOAD A\ALYSS USE PER TABLE 1004.1.2 BUSINESS AREAS - OFFICES & WORK STATIONS CLASSROOM AREA - TRAINING ROOM STORAGE/MECHANICAL/ELECTRICAL/JANITOR ASSEMBLY (UNCONCENTRATED) - CONFERENCE ROOMS OCCUPANTS 48 188 98 TOTAL SEE DRAWING 1A01 FOR EXITING PLAN 172 DLUN3I\G FIXTURE ANALYSIS REQUIRED PLUMBING FIXTURES: (PER 2015 IBC AND TABLE 2902.1 WASHINGTON STATE AMENDMENTS) DRINKING CLASSIFICATION OCCUPANTS WATER CLOSETS LAVATORIES FOUNTAINS BUSINESS (B): TOTAL=172 FEMALE=86 MALE=86 50/25 + (36)/50 = 2.72=3 50/25 + (36)/50 = 2.72=3 80/40 + (6)/80 = 2.08=3 80/40 + (6)/80 = 2.08=3 150/150 + (172-150)/500 1.05 = 2 = ACTUAL PROVIDED PLUMBING FIXTURES: CLASSIFICATION OCCUPANTS WATER CLOSETS LAVATORIES DRINKING FOUNTAINS BUSINESS (B): TOTAL=200 FEMALE= MALE= 3 3 3 3 2 1 TOILET = 25 OCCUPANTS EACH 2 TOILETS = 50 OCCUPANTS EACH 3 TOILETS = 100 OCCUPANTS EACH 4 TOILETS = 150 OCCUPANTS EACH 11 LAVATORY = 40 OCCUPANTS EACH 2 LAVATORIES = 80 OCCUPANTS EACH 3 LAVATORIES = 160 OCCUPANTS EACH RECEIVED CITY OF TUKWILA OCT 13 2017 PERMIT CENTER ISSUE FOR PERMIT OCTOBER 11, 2017 REVIEWED FOR ODE COMPLIANCE APPROVED OCT 27 2011 City of Tukwila OUILDING DIVISION SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET I TACOMA, WA. 98409 PHONE: (253) 474-9449 I FAX: (253) 474-9449 http://www.sitts-hill-engineers.com/ Project No.: 18002 Project Mgr.: BKL Proj. Engineer: DCB Proj. Drafter: LAM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE OFFICE TENANT IMPROVEMENT 34224 SITTS BKL 10.11.17 Q� BOE/A/G° o' - ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN L. McVay CHECKED B. Leslie ENGINEER DATE 09.11.17 09.11.17 SUBTITLE GENERAL ARCHITECTURAL NOTES AND CODE SUMMARY CURRENT REVISION 34224 SYMBOL DATE 10.11.17 D. Boileau 09.11.17 CHECKED B. Leslie 09.11.17 APPROVED APPROVED TITLE ARCHITECTURAL OFFICE TENANT IMPROVEMENT BUILDING 09-110 S -Y/4 SHEET Al JOB NO. 34224 COMP NO. DEV. CENTER, WA DWG NO. 09-110-A1 LEGE\D SC EDULE: OFFICE AS SHOWN ON PLAN INDICATES NEW ROOM. SEE ROOM FINISH SCHEDULE ON DRAWING XXXX. XXXXX [Ti—f AREA IN SF NUMBER OF OCCUPANTS TO EXIT OCCUPANCY FACTOR PER IBC TABLE 1004.1.2 EXIT EXIT (3'-0" WIDE (MIN.) DOOR WITH EXIT DEVICE) NUMBER OF OCCUPANTS TO EXIT EXIT SIGN WITH DIRECTIONAL ARROW (PER 2015 IBC SECTION 1013). CONTRACTOR TO PROVIDE EXIT SIGN PLACEMENT IN SUCH AWAY THAT NO POINT IN AN EXIT ACCESS CORRIDOR OR EXIT PASSAGEWAY IS MORE THAN 100 FEET OR THE LISTED VIEWING DISTANCE FOR THE SIGN, WHICHEVER IS LESS, FROM THE NEAREST VISIBLE EXIT SIGN. 1013.4 RAISED CHARACTER AND BRAILLE EXIT SIGNS:A SIGN STATING 'EXIT' IN RAISED CHARACTERS AND BRAILLE AND COMPLYING WITH ICC A117.1 SHALL BE PROVIDED ADJACENT TO EACH DOOR TO AN AREA OF REFUGE, AN EXTERIOR AREA FOR ASSISTED RESCUE, AN EXIT STAIRWAY, AN EXIT RAMP, AN EXIT PASSAGEWAY AND THE EXIT DISCHARGE. EXIT ACCESS TRAVEL REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE EXTRS: RELOCATE IR SIGN LAB (21-01) J#190105-02 GMM 09.20.00 RELOCATE OS1 TO 9-110 J#1 20706-02 GMM 10.22.02 RELOCATE BR & T STORAGE J#20368-10 EISI GMM 12.15.13 OFFICE TENANT IMPROVEMENT 34224 SITTS BKL 10.11.17 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN G. MILLER DATE CHECKED SUBTITLE GE\E SAL \CTES CO\ STRUCTIO\ NOTES CITY OF TUKWILA OCT 13 2017 PERMIT CENTER ISSUE FOR PERMIT OCTOBER 11, 2017 FIRST FLOOR EXITING PLAN REVIEWED FOR CODE COMPLIANCE APPROVED OCT 2'7 2017 City of Tukwila BUILDING DIVISION SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET I TACOMA, WA. 98409 PHONE: (253) 474-9449 I FAX: (253) 474-9449 http://www.sItts-1011-englneers.comf Project No.: 18002 Project Mgr.: BKL Proj. Engineer: DCB Proj. Drafter: LAM CURRENT REVISION 34224 SYMBOL DATE 10.11.17 APPROVED BY DEPT. DATE ENGINEER G.MILLER 09.20.00 CHECKED APPROVED APPROVED TITLE OFFICE TENANT IMPROVEMENT BUILDING 9-110.1 ARCHITECTURAL MASTER COL. A-DD/1-4 D.0 SHEET 1A01 JOB NO. COMP NO. DWG NO. 9-110-1A01 CV MILLERGM1: 10/17/02 �D/SCHEDULE: AS SHOWN ON PLAN INDICATES FLOOR FINISH TO BE REMOVED. GE\RAL \OYES: 1. SEE GENERAL ARCHITECTURAL NOTES ON DRAWINGS 09-110—Al FOR ADDITIONAL INFORMATION. 2. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. CO\STUCTIO\ \OTES: 1. CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS PRIOR TO START OF DEMOLITION WORK. 2. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. JOCUMEN CAMERA 8 PROJ SCREEN TABLE 30X60 "PALLET RACK "PAL1E1 RACK a n 40X123„ 40X123„ COO Ji Isi'I TANBER TANBER CO TANBnuE/RG \pu D \ 36X72 REMOVE FULL HEIGHT WALL. COORDINATE REMOVAL OF ANY ELECTRICAL PANELS, OUTLETS OR OTHER DEVICES WITH ELECTRICAL DRAWINGS. REMOVE DOOR AND FRAME. REMOVE TOILET PARTITION. 6 REMOVE ALL TOILET ACCESSORIES IN THIS ROOM. REMOVE PLUMBING FIXTURE, COORDINATE WITH MECHAINCAL DRAWINGS. / REMOVE FLOOR FINISH IN THIS ROOM / AREA. 9 REMOVE CABINET, SHELF OR FURNITURE, SALVAGE TO OWNER. 10 CUT OPENING IN WALL FOR NEW DOOR, COORDINATE WITH FLOOR PLAN AND DOOR SCHEDULE. REMOVE CONCRETE PAVING IN THIS AREA. REMOVE FINGER RACK, SALVAGE TO OWNER. REMOVE CHAINLINK FENCE (16'-0" SECTION). REMOVE ASPHALT PAVING IN THIS AREA. REMOVE EXISTING DETERIORATED 4 1/4" X 13" GLUED—LAMINATED TIMBER COLUMNS AS REQUIRED TO ACCOMMODATE REPLACEMENT. LVI 16. ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS AND OTHER ELEMENTS DURING CONSTRUCTION SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. REMOVE EXISTING DETERIORATED 4x4 (NOMINAL) TIMBER COLUMNS AS REQUIRED TO ACCOMMODATE REPLACEMENT. 18 REMOVE EXISTING DETERIORATED 4 1/4" X 13" GLUED—LAMINATED TIMBER COLUMN ABOVE DOORS AS REQUIRED TO ACCOMMODATE REPLACEMENT. 11A I Imo Li 1111 ■ 19. ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS AND OTHER ELEMENTS DURING CONSTRUCTION SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. EFEH\CE DAWI\GS: 09-110-1A10 FOR FLOOR PLAN X X X X X X X X X 121'-8 3/4" REVIEWED FOR CODE COMPLIANCE APPROVED OCT 2 7 2011 City of Tukwila BUILDING DIVISION SCALE: 1/8"=1'-0" FLOOR PLA SCALE: 1/8" = 1'-0" 1A10 1A1OR REMOVAL ISSUE FOR PERMIT OCTOBER 11 2017 SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET I TACOMA, WA. 98409 PHONE: (253) 474.9449 I FAX: (253) 474-9449 http://www.sitts-h111-englneers.com/ Project No.: 18002 Proj. Engineer: DCB Project Mgr.: BKL Proj. Drafter: LAM REVISION OFFICE TENANT IMPROVEMENT APPROVED REVISION APPROVED 34224 10.11.17 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DRAWN L. McVay CHECKED B. Leslie ENGINEER D. Boileau CHECKED B. Leslie APPROVED APPROVED DATE 09.11.17 09.11.17 09.11.17 09.11.17 SUBTITLE FLOOR PLAN - REMOVAL CURRENT REVISION 34224 SYMBOL 10.11.17 TITLE ARCHITECTURAL OFFICE TENANT IMPROVEMENT BUILDING 09-110 A-DD/1-4 IAIOR JOB NO. 34224 COMP NO. DEV. CENTER, WA DWG NO. 09-110-1A1OR LEGEND/SCHEDULE OFFICE AS SHOWN ON PLAN INDICATES NEW ROOM. SEE ROOM XXXXX A 1A10 1A110 rE 1A10 A500 1A10 A502 1A10 A502 1A10 A502 MS MS MS TABLE N1A ) WORK STATIONS TANBERG FINISH SCHEDULE ON DRAWING 4/A350. AS SHOWN ON PLAN INDICATES NEW DOOR. SEE DOOR TYPE SCHEDULE ON DRAWING 1/A350. AS SHOWN ON PLAN INDICATES EXISTING DOOR. AS SHOWN ON PLAN INDICATES RESILIENT FLOORING. AS SHOWN ON PLAN INDICATES CARPET TILE FLOORING. AS SHOWN ON PLAN INDICATES CERAMIC TILE FLOORING. AS SHOWN ON PLAN INDICATES NEW WALL. AS SHOWN ON PLAN INDICATES 3 5/8" STEEL STUD WALL WITH 5/8" GWB ON BOTH SIDES. SEE DETAILS 8/A505 AND 9/A505 FOR ADDITIONAL INFORMATION. AS SHOWN ON PLAN INDICATES 3 5/8" STEEL STUD WALL WITH 5/8" GWB ON ONE SIDE. SEE DETAILS 8/A505 AND 9/A505 FOR ADDITIONAL INFORMATION. AS SHOWN ON PLAN INDICATES EXTERIOR WALL INFILL — 6" STEEL STUD WALL WITH EXTERIOR GRADE PANEL SIDING, R-21 BATT INSULATION, GWB ON INTERIOR SIDE. 'E\RAL \OTES: CONFERENCE ROOM 1A10 A502 1A1 A503 1A10 A502 A 1A10 A60 ENDING. 1A10 A502 BENCH 36X72 HALLWAY OFFICE 11BB1 OFFICE HALLWAY OFFICE OFFICE 1A10 A50 5 1A10 A502/ WORK STATIONS iminnuut ENE OFFICEraim 11S3 ilI.OiOH III 1�i iiia■.■... ,� mm ■■ ,■ Lam_ ■■■■■■■�■iii■■■i■i ■■i�^�■■■.■..�� ■.■.■.� ■'■..■.■ ■■�� ■■■■■...■� ■.■.■. ■ �■■�� 2AUWrli MEM .. iii.■U■.--.v1 ®■ �Al-:.0®� l�■■i.■■► ,---- I...■ --... .4. FAN EXTERIOR OPENING IN WALL CLOSED WITH 24 GA SPAN—LINE 36, COLOR TO MATCHING EXISTING. TAPE SEALANT APPLIED ALL AROUND PATCH AND FASTENED WITH 1/4-14 STITCH SCREWS PER MFR'S RECOMMENDATIONS. R-11 VINYL FACED INSULATION ADDED AS REQUIRED. INTERIOR OPENING CLOSED WITH 5/8" GWB, TAPE, PRIMED AND PAINTED TO MATCH EXISTING WALLS. FLASHING AROUND FUME HOOD EXHAUST DUCT PER SHEET A503. FLASHING AROUND LOUVER/DAMPER UNIT PER SHEET A503. CASEWORK PER ELEVATION G/A372. 5. SEE GENERAL ARCHITECTURAL NOTES ON DRAWINGS 09-110—Al FOR ADDITIONAL INFORMATION. 6. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. 7. SEE DETAILS 8/A504, 9/A504 AND 10/A504 FOR STEEL STUD WALL INFORMATION. CO\ST UCTI O\ \OTES: 1. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS PRIOR TO START OF CONSTRUCTION. OFFICE 11BB3 30T48 OFFICE DATA CLOSET WOMEN S RESTROOM MEN'S RESTROOM ELECTRICAL REPAIR, TEXTURE, PATCH AND PAINT WALL SURFACES TO MATCH IN THIS ROOM. PROVIDE AND INSTALL DOOR, COORDINATE WITH DOOR SCHEDULE A350. PROVIDE AND INSTALL DE—MOUNTABLE PARTITION. INFILL EXISTING DOOR OPENING WITH WALL TO MATCH EXISTING THICKNESS AND FINISHES. INSTALL BUILDING IDENTIFICATION SIGN ON EXTERIOR BUILDING WALL. PROVIDE AND INSTALL FLOORING, COORDINATE WITH ROOM FINISH SCHEDULE A350. PROVIDE AND INSTALL CONCRETE PAVING WITH RAMP AND STAIRS. g WORK STATIONS PROVIDED AND INSTALLED BY OTHERS. 10 REPLACE DAMAGED AND CRACKED SINGLE PANE WINDOW GLASS WITH EXTERIOR WALL INFILL. HALLWAY EFEH \CE DAWI\GS 09-110-1A10 FOR FLOOR PLAN JANITOR ELECTRICAL CLOSET 1A10 1A451 1A10 1A450 9'-2 3/4" REVIEWED FOR CODE COMPLIANCE APPROVED OCT 27 2017 CO\S-RUCTI O\ \OYES: City of Tukwila BUILDING DIVISION CITY OF TUKWILA OCT 13 201? PERMIT CENTER PROVIDE AND INSTALL NEW 4 1/4"x13" PRESSURE TREATED GLUED—LAMINATED TIMBER COLUMNS TO REPLACE DETERIORATED COLUMNS. NEW COLUMNS SHALL BE 24F—V8 MEMBERS AND SHALL MATCH THE SIZE OF THE PREVIOUSLY REMOVED COLUMNS. SCALE: 1/8"=1'-0" PROVIDE AND INSTALL NEW 4 1/4"x13" PRESSURE TREATED GLUED—LAMINATED TIMBER COLUMN ABOVE DOORS TO REPLACE DETERIORATED COLUMN. NEW COLUMN SHALL BE 24F—V8 MEMBERS AND SHALL MATCH THE SIZE OF THE PREVIOUSLY REMOVED COLUMN. SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET PHONE: (253) 474-9449 EL00 PLA\ SCALE: 1/8"= 1'-0" ISSUE FOR PERMIT OCTOBER 11, 2017 I TACOMA, WA. 98409 I FAX: (253) 474.9449 http://www.sitts-hill-englneers.com/ Project No.: 18002 Proj. Engineer: DCB Project Mgr.: Proj. Drafter: REVISION APPROVED REVISION APPROVED A BMA OFFLOAD TO SUPPORT F-22 J#910596-12 03.27.91 F OFFICE TENANT IMPROVEMENT 34224 10.11.17 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED B EXTRS: RELOCATE IR SIGN LAB (21-01) C RELOCATE OS1 TO 9-110 J#190105-02 09.20.00 DRAWN E.DUARTE CHECKED ENGINEER DATE 03.27.91 SUBTITLE FLOOR PLAN CURRENT REVISION 34224 SYMBOL 10.11.17 APPROVED BY TITLE OFFICE TENANT IMPROVEMENT J#120706-02 D RELOCATE OS1 TO 9-110 (CONSTRUCTION) J#120706-02 E RELOCATE BR&T STORAGE 20368-10 10.22.02 CHECKED 10.30.02 APPROVED 12.15.13 APPROVED BUILDING 9-110.1 ARCHITECTURAL MASTER COL. A-DD/1-4 JOB NO. DWG NO. COMP N0. 9-110-1A10 1-1 DATA CLOSET WOMEN S RESTROOM MEN'S RESTROOM ELECTRICAL REPAIR, TEXTURE, PATCH AND PAINT WALL SURFACES TO MATCH IN THIS ROOM. PROVIDE AND INSTALL DOOR, COORDINATE WITH DOOR SCHEDULE A350. PROVIDE AND INSTALL DE—MOUNTABLE PARTITION. INFILL EXISTING DOOR OPENING WITH WALL TO MATCH EXISTING THICKNESS AND FINISHES. INSTALL BUILDING IDENTIFICATION SIGN ON EXTERIOR BUILDING WALL. PROVIDE AND INSTALL FLOORING, COORDINATE WITH ROOM FINISH SCHEDULE A350. PROVIDE AND INSTALL CONCRETE PAVING WITH RAMP AND STAIRS. g WORK STATIONS PROVIDED AND INSTALLED BY OTHERS. 10 REPLACE DAMAGED AND CRACKED SINGLE PANE WINDOW GLASS WITH EXTERIOR WALL INFILL. HALLWAY EFEH \CE DAWI\GS 09-110-1A10 FOR FLOOR PLAN JANITOR ELECTRICAL CLOSET 1A10 1A451 1A10 1A450 9'-2 3/4" REVIEWED FOR CODE COMPLIANCE APPROVED OCT 27 2017 CO\S-RUCTI O\ \OYES: City of Tukwila BUILDING DIVISION CITY OF TUKWILA OCT 13 201? PERMIT CENTER PROVIDE AND INSTALL NEW 4 1/4"x13" PRESSURE TREATED GLUED—LAMINATED TIMBER COLUMNS TO REPLACE DETERIORATED COLUMNS. NEW COLUMNS SHALL BE 24F—V8 MEMBERS AND SHALL MATCH THE SIZE OF THE PREVIOUSLY REMOVED COLUMNS. SCALE: 1/8"=1'-0" PROVIDE AND INSTALL NEW 4 1/4"x13" PRESSURE TREATED GLUED—LAMINATED TIMBER COLUMN ABOVE DOORS TO REPLACE DETERIORATED COLUMN. NEW COLUMN SHALL BE 24F—V8 MEMBERS AND SHALL MATCH THE SIZE OF THE PREVIOUSLY REMOVED COLUMN. SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET PHONE: (253) 474-9449 EL00 PLA\ SCALE: 1/8"= 1'-0" ISSUE FOR PERMIT OCTOBER 11, 2017 I TACOMA, WA. 98409 I FAX: (253) 474.9449 http://www.sitts-hill-englneers.com/ Project No.: 18002 Proj. Engineer: DCB Project Mgr.: Proj. Drafter: REVISION APPROVED REVISION APPROVED A BMA OFFLOAD TO SUPPORT F-22 J#910596-12 03.27.91 F OFFICE TENANT IMPROVEMENT 34224 10.11.17 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED B EXTRS: RELOCATE IR SIGN LAB (21-01) C RELOCATE OS1 TO 9-110 J#190105-02 09.20.00 DRAWN E.DUARTE CHECKED ENGINEER DATE 03.27.91 SUBTITLE FLOOR PLAN CURRENT REVISION 34224 SYMBOL 10.11.17 APPROVED BY TITLE OFFICE TENANT IMPROVEMENT J#120706-02 D RELOCATE OS1 TO 9-110 (CONSTRUCTION) J#120706-02 E RELOCATE BR&T STORAGE 20368-10 10.22.02 CHECKED 10.30.02 APPROVED 12.15.13 APPROVED BUILDING 9-110.1 ARCHITECTURAL MASTER COL. A-DD/1-4 JOB NO. DWG NO. COMP N0. 9-110-1A10 LEGE\J AL \OTES: 1. SEE GENERAL ARCHITECTURAL NOTES ON DRAWINGS 09-110—Al FOR ADDITIONAL INFORMATION. 2. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. ROOF ACCESS HATCH. CONST UCTIO\ \OT 1. CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS PRIOR TO START OF DEMOLITION WORK. 2. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. REMOVE ALL CEILING TILES IN THIS ROOM / AREA. REMOVE SUSPENDED ACOUSTICAL CEILING SYSTEM IN THIS ROOM / AREA. COORDINATE WITH REFLECTED CEILING PLAN 1A280. EXISTING GYPSUM WALLBOARD FRAMED CEILING TO REMAIN. COORDINATE WITH REFLECTED CEILING PLAN 1A280. 6 NO WORK TO CEILING IN THIS ROOM / AREA. EFHE\CE .V\WI\ 09-110-1A10 FOR FLOOR PLAN 9'-0" 121'-8 3/4" ® 0 10 DD REVIEWED FOR CODE COMPLIANCE APPROVED OCT 2 7 2017 KEY PLA\ RECEIVED CITY OF TUKWILA OCT 13 2017 PERMIT CENTER SCALE: 1/8"=1 —0" EFLECTED CEILI\G PLA\ EVIOVAL SCALE: 1/8" = 1'-0" 1A280R REMOVAL ISSUE FOR PERMIT OCTOBER 11, 2017 SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET I TACOMA, WA. 98409 PHONE: (253) 474.9449 I FAX: (253) 474.9449 http://www.sitts-h111-engineers.com/ Project No.: 18002 Proj. Engineer: DCB Project Mgr.: BKL Proj. Drafter: LAM SYM REVISION BY APPROVED -- OFFICE TENANT IMPROVEMENT 34224 SITTS BKL DATE SYM REVISION BY APPROVED DATE 10.11.17 BOE/NG° c -- ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN L. McVay CHECKED B. Leslie ENGINEER D. Boileau CHECKED B. Leslie APPROVED APPROVED DATE 09.11.17 09.11.17 09.11.17 09.11.17 SUBTITLE REFLECTED CEILING PLAN - REMOVAL CURRENT REVISION 34224 SYMBOL 10.11.17 TITLE OFFICE TENANT IMPROVEMENT BUILDING 09-110 1A280R JOB NO. 34224 COMP NO. ARCHITECTURAL A-DD/1-4 DEV. CENTER, WA DWG Na 09-110-1A280R .01 I H- ECTE� CEILI\G PLA\ 01 I M 140 9'-0" 9,_0ll 91_0" 9'_0" (L) 121'-8 3/4" 9'-0" 9'_O" 9'_O" 9'—O" I 9'_O" 9'—O" Z BB 9'-0" 91_0" 13'-8 3/4" 4 ue==' II mill N II 11 91 Ii_IL.!_i . IN II IN Iii. maiii•Ali1 tuil......11 im 1la us Immilimillma ain ffr .---wivirmmil rarmiti II I EN 1m Elm NE NH 11 1111,111111111 •rn Num Nil E. .1 •• 4'-6" 9'-0" 9'-0" 9'-0" 9'-0" 9,-0" 9'-0" 9,-0" 9'-0" AMIE 9,-0" 9,-0" 9'-0" 9,-0" 9'-2 3/4" SCALE: 1/8" = 1'-0" REVISION BY APPROVED OFFICE TENANT IMPROVEMENT 34224 SITTS BKL DATE 10.11.17 SYM REVISION BY APPROVED DATE 1A10I1A451 ff,&3/NGm a'— ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN L. McVay CHECKED B. Leslie ENGINEER REVIEWED FOR CODE COMPLIANCE APPROVED OCT 2 7 2017 City of Tukwila BUILDING DIVISION DATE 09.11.17 09.11.17 SUBTITLE LEGE\D/SC GE MULE: AS SHOWN ON PLAN INDICATES CEILING TILE. FOR ADDITIONAL INFORMATION SEE 1/A505. AS SHOWN ON PLAN INDICATES ACOUSTICAL CEILING SYSTEM AS SHOWN ON PLAN INDICATES AWNING \HAL \OTES: 1. SEE GENERAL ARCHITECTURAL NOTES ON DRAWINGS 09-110—Al FOR ADDITIONAL INFORMATION. 2. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. ROOF ACCESS HATCH. CO\S-RUCTIO\ \OTES: 1. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS PRIOR TO START OF CONSTRUCTION. PROVIDE AND REPLACE ACOUSTICAL CEILING PANELS IN THIS ROOM /AREA. EXISTING SUSPENDED CEILING SYSTEM TO REMAIN. COORDINATE WITH REFLECTED CEILING PLAN — REMOVAL 1A280R AND ROOM FINISH SCHEDULE 4/A350. PROVIDE AND INSTALL SUSPENDED ACOUSTICAL CEILING SYSTEM IN THIS ROOM. COORDINATE AND ADJUST CEILING HEIGHT ACCORDINGLY WITH EXISTING STRUCTURE, MECHANICAL AND ELECTRICAL EQUIPMENT. COORDINATE WITH ROOM FINISH SCHEDULE 4/A350. REPAIR, PATCH AND PAINT UNDERSIDE OF AWNING. COORDINATE EXISTING AND NEW GYPSUM BOARD FRAMED CEILINGS IN THIS AREA. REPAIR, TEXTURE, PATCH AND PAINT ALL CEILING SURFACES TO MATCH. NO WORK TO CEILING IN THIS ROOM / AREA. PROVIDE AND INSTALL NEW GYPSUM BOARD FRAMED CEILINGS IN THIS AREA. =FELE\CE NAWI\GS: 09-110-1A10 FOR FLOOR PLAN O RECEIVED CITY OF TUKWILA OCT 13 2017 PERMIT CENTER ISSUE. FOR PERMIT OCTOBER 11, 2017 REFLECTED CEILING PLAN 0 8 16 24 SCALE: 1/8"= l'-0" SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET I TACOMA, WA. 98409 PHONE: (253) 474.9449 I FAX: (253) 474-9449 http:l/www.sitts-hIII-engineers.coml Project No.: 18002 Project Mgr.: BKL Proj. Engineer: DCB Proj. Drafter: LAM CURRENT REVISION 34224 DATE 10.11.17 SHEET D. Boileau CHECKED B. Leslie 09.11.17 09.11.17 TITLE OFFICE TENANT IMPROVEMENT APPROVED APPROVED ARCHITECTURAL BUILDING 09-110 A-DD/1-4 1A280 DEV. CENTER, WA JOB NO. DWG NO. 34224 COMP NO. 09-110-1A280 .00 co 0) \LAKEJ FLOO PLA\ 9'-0" 9'-0" 9'-0" 3/8" 3,-4" 14'-2 1/2" 3,-4" 1/8" 5'-3 1/4" , , ollimmmimom unlim ElmIN -711L miumnommommhal mom miniummEndm Nom EilialeMMOMMEMMINEFSI MIMI= • III I 0 > r 4#441 1 .i. > / , / .(,) li > ' ..4* 2A A. 1. 14##4011 • i Aill.. e., 1? r • VI, 4 • * �� A 1 4+ .0 E. g 6 L 4 WOMEN'S **Aft . RESTROOM.V4W(C/ —�,3pei 12S3 ,> 6# . lippID41 \ / \ / I I 11. — 4 I 66' I I I I 41* ,S).1kA /'AtA. 5-0 3/4" ( I , ' A. A. die, ISO 7 A 2'-6" orirrir- 1 pumi � AM -T1 ktts 4 4 A 0 ' I i 1 Ott**% 4* mom= i 1 ....40 611111 1 1.** 4414,41.1111111 y 4HI1I 11111 0 4*RESTROOM , A.74k 11W3/ 6 : Milin "WU v. A4AL 49 °N . A i L.1 4 � I fr.tar • b.. 4 4 * i " m 2'-7" 2'-7" 1 SCALE: 1/2" = 1'-0" 1A10, 1 A450 1!\452 cm7 N CD 0) REVIEWED FOR CODE COMPLIANCE APPROVED OCT 27 2011 City of Tukwila BUILDING DIVISION LEGE OFFICE \D/SCHE/1E: XXXXX • • ///////0i GE\ AS SHOWN ON PLAN INDICATES NEW ROOM. SEE ROOM FINISH SCHEDULE ON DRAWING 4/A350. AS SHOWN ON PLAN INDICATES NEW DOOR. SEE DOOR TYPE SCHEDULE ON DRAWING 1/A350. AS SHOWN ON PLAN INDICATES EXISTING DOOR. AS SHOWN ON PLAN INDICATES RESILIENT FLOORING. AS SHOWN ON PLAN INDICATES CERAMIC TILE FLOORING. AS SHOWN ON PLAN INDICATES NEW WALL. AS SHOWN ON PLAN INDICATES 3 5/8" STEEL STUD WALL WITH 5/8" GWB ON BOTH SIDES. SEE DETAILS 8/A505 AND 9/A505 FOR ADDITIONAL INFORMATION. AS SHOWN ON PLAN INDICATES 3 5/8" STEEL STUD WALL WITH 5/8" GWB ON ONE SIDE. SEE DETAILS 8/A505 AND 9/A505 FOR ADDITIONAL INFORMATION. HAL \OTES: 1. SEE GENERAL ARCHITECTURAL NOTES ON DRAWINGS 09-110—A1 FOR ADDITIONAL INFORMATION. 2. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. LAVATORY COUNTER. SEE SECTION A/A504 FOR ADDITIONAL INFORMATION. TOILET PARTITION WITH DOOR. SEE DETAIL 1/A504 FOR ADDITIONAL INFORMATION. URINAL SCREEN. SEE DETAIL 2/A504 FOR ADDITIONAL INFORMATION. 6 > 5'-0" DIAMETER ACCESSIBLE TURNING CIRCLE PER CODE. 2'-6"x4'-0" ACCESSIBLE CLEAR FLOOR SPACE PER CODE. 8 > FLOOR DRAIN. SEE MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION. 9. SEE DETAILS 8/A504, 9/A504 AND 10/A504 FOR STEEL STUD WALL INFORMATION. CO\ST.UCTIO\ \OTES: 1. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS PRIOR TO START OF CONSTRUCTION. 2. FOR INTERIOR ELEVATIONS SEE DRAWINGS ON SHEETS A371 AND A372. PROVIDE AND INSTALL DOOR, COORDINATE WITH DOOR SCHEDULE 1/A350. INFILL EXISTING DOOR OPENING WITH WALL TO MATCH EXISTING THICKNESS AND FINISHES. PROVIDE AND INSTALL FLOORING, COORDINATE WITH ROOM FINISH SCHEDULE 4/A350. REPAIR, TEXTURE, PATCH AND PAINT WALL SURFACES TO MATCH IN THIS ROOM. . EFE 'E\CE NAWI\GS: 09-110-1A10 FOR FLOOR PLAN OOOOQO BBDD O RECEIVED CITY OF TUKWILA OCT 13 2011 PERMIT CENTER ISSUE FOR PERMIT OCTOBER 11, 2017 0 2 4 6 SCALE: 1/2"= l'-0" SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET I PHONE: (253) 474-9449 I http://www.sItts-hill-englneers.com/ TACOMA, WA. 98409 FAX: (253) 474.9449 Project No.: 18002 Project Mgr.: BKL Proj. Engineer: DCB Proj. Drafter: LAM 10:59:12 PM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE OFFICE TENANT IMPROVEMENT 34224 SITTS BKL 10.11.17 Q� BOE/ ° NG '- ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN L. McVay CHECKED B. Leslie DATE 09.11.17 09.11.17 SUBTITLE ENLARGED FLOOR PLANS CURRENT REVISION 34224 SYMBOL DATE 10.11.17 APPROVED BY DEPT. DATE ENGINEER D. Boileau 09.11.17 CHECKED B. Leslie 09.11.17 APPROVED APPROVED TITLE ARCHITECTURAL OFFICE TENANT IMPROVEMENT BUILDING 09-110 S -Y/4 DEV. CENTER, WA SHEET 1A450 JOB NO. 34224 COMP NO. DWG NO. 09-110-1A450 N ca !di E\LAKED FL0CH PLA\ 5'-9" 5'-9" N X N x x N- X x Y x N N N X ( X X X X XC XC XC x< N O CL 1A451 A506 fc\ 1A451 A506 5'-0" i F 1A451 A506 N W2 CO CD Co x 00 10 CD 5'-11 7/8" 10 J 12'-3 3/4" 1 SCALE: 1/2" = 1'-0" 1A10, 1A450 1A453 REVIEWED FOR CODE COMPLIANCE APPROVED OCT 2 7 2017 City of Tukwila BUILDING DIVISION LEGE\D/SCHEDULE: AS SHOWN ON PLAN INDICATES NEW DOOR. SEE DOOR TYPE SCHEDULE ON DRAWING 1/A350. GE\HAL \OTES: 1. SEE GENERAL ARCHITECTURAL NOTES ON DRAWINGS 09-110—Al FOR ADDITIONAL INFORMATION. 2. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. CO\STUCTIO\ \OTES: 1. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS PRIOR TO START OF CONSTRUCTION. PROVIDE AND INSTALL CONCRETE PAVING PER SECTION D/A506. PROVIDE AND INSTALL PERFORATED METAL PANEL SCREEN WALL (FULL HEIGHT) PROVIDE AND INSTALL CONCRETE CURB (6" WIDE). PROVIDE AND INSTALL 4x4 PRESSURE TREATED WOOD POST. PROVIDE AND INSTALL STEEL HAND RAIL (3'-0" AFF). EXISTING GATE TO REMAIN IN LOCKED POSITION. REFHE\CE NAWI\GS: 09-110-1A10 FOR FLOOR PLAN <EY PLA\ RECEIVED CITY OF TUKWILA OCT 13 2017 PERMIT CENTER ISSUE FOR PERMIT OCTOBER 11, 2017 0 2 4 10 0 6 NI 11 111111 SCALE: 1/2"=1'-0" SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET I TACOMA, WA. 98409 PHONE: (253) 474-9449 I FAX: (253) 474-9449 http://www.sItts-h111-englneers.comf Project No.: 18002 Project Mgr.: BKL Proj. Engineer: DCB Proj. Drafter: LAM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE OFFICE TENANT IMPROVEMENT 34224 SITTS BKL 10.11.17 ""Th ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN L. McVay CHECKED B. Leslie -ENGINEER D. Boileau CHECKED B. Leslie DATE 09.11.17 09.11.17 SUBTITLE ENLARGED FLOOR PLAN CURRENT REVISION 34224 SYMBOL DATE 10.11.17 09.11.17 09.11.17 APPROVED APPROVED TITLE ARCHITECTURAL OFFICE TENANT IMPROVEMENT BUILDING 09-110 A/4 DEV. CENTER, WA SHEET 1A451 JOB NO. 34224 COMP NO. DWG NO. 09-110-1A451 DOOR SCHEDULE DOOR FRAME HARDWARE DETAILS ROOM NAME NUMBER SIZE TYPE THICKNESS MATERIAL FINISH FIRE RATING TYPE MATERIAL FINISH GROUP HEAD JAMB THRESHOLD NOTES S1 3'-0" x 7'-0" - - - - - - - - - - - - 1, 2, 3, 4, 5, 7 N1 (2) 3'-0" x 7'-0" - - - - - - - - - - - - 1, 2, 3, 4, 5, 7 N 1 A (2) 3'-0" x 7'-0" - - - - - - - - - - - - 1, 2, 3, 4, 5, 7 W1 - - - - - - - - - - - - - g W2 3'-0" x 7'-0" F 1 3/4" HM PT - 1 HM PT - - - - 1, 2, 3, 4, 6 1183 3'-0" x 7'-0" N 1 3/4" WD PT - 1 HM PT - 10/A501 10/A501 - 1, 2, 3, 4, 6 12B3 3'-O" x 7'-0" N 1 3/4" WD PT - 1 HM PT - 10/A501 10/A501 - 1, 2, 3, 4, 6 1363 3'-0" x 7'-0" - - - - - - - - - - - - 1, 2, 3, 4, 6, 7 1463 3'-0" x 7'-0" - - - - - - - - - - - - 8 11C3 3'-0" x 7'-0" N 1 3/4" WD PT - 1 HM PT - 10/A501 10/A501 - 1, 2, 3, 4, 6 11D3 3'-0" x 7'-0" - - - - - - - - - - - - 8 11G1 3'-0" x 7'-0" N 1 3/4" WD PT - 1 HM PT - 10/A501 10/A501 - 1, 2, 3, 4, 6 12G1 3'-0" x 7'-0" - - - - - - - - - - - - 1, 2, 3, 4, 6, 7 11M3 3'-0" x 7'-0" - - - - - - - - - - - - 8 11P3 3'-0" x 7-0" - - - - - - - - - - - - 1, 2, 3, 4, 6, 7 11S3 3'-0" x 7'-0" - - - - - - - - - - - - 1, 2, 3, 4, 6, 7 12S3 3'-O" x 7'-0" F 1 3/4" WD PT - 1 HM PT - 10/A501 10/A501 - 1, 2, 3, 4, 6 11W3 3'-0" x 7'-0" F 1 3/4" WD PT - 1 HM PT - 10/A501 . 10/A501 - 1, 2, 3, 4, 6 11X1 (2) 3'-0" x 7-0" - - - - - - - - - - - - 1, 2, 3, 4, 6, 7 11X3 3'-0" x 7-0" F 1 3/4" WD PT - 1 HM PT - 10/A501 10/A501 - 1, 2, 3, 4, 6 11Y3 3'-0" x 7-0" - - - - - - - - - - - - 1, 2, 3, 4, 6, 7 11M3 3'-0" x 7-0" - - - - - - - - - - - - 1, 2, 3, 4, 6, 7 12M3 3'-0" x 7-0" - - - - - - - - - - - - 1, 2, 3, 4, 6, 7 11BB1 3'-0" x 7'-0" - - - - - - - - - - - - 1, 2, 3, 4, 6, 7 116B3 3'-O" x 7-0" F 1 3/4" WD PT - 1 DPDF PT - 10/A501 10/A501 - 1, 2, 3, 4, 6 DOOR SCHEDULE NOTES: 1. DOOR SIZES INDICATED ARE NOMINAL DIMENSIONS. REFER TO DOOR AND HARDWARE SPECIFICATIONS FOR COORDINATION. 2. REFER TO DOOR TYPES SCHEDULE 2/AXXX, DOOR FRAME SCHEDULE 3/AXXX AND SPECIFICATION FOR HARDWARE GROUPS. 3. DOOR ASSEMBLIES SHALL MEET THE FOLLOWING ACCESSIBILITY REQUIREMENTS: 3.1. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5.0 LBS. (PER IBC). 3.2. MOUNTING HEIGHTS OF ACCESSIBLE DOOR OPERATION HARDWARE SHALL COMPLY WITH IBC. 3.3. DOOR OPERATIONS AND DOOR HARDWARE SHALL COMPLY WITH IBC SECTION 1008.19. 3.4. SEE DETAIL 11/A501 FOR ADDITIONAL INFORMATION. D00. TYPE SCHEDULE 4. DOOR ASSEMBLIES SHALL MEET THE FOLLOWING FIRE -RATED REQUIREMENTS: 4.1. EXCEPT AS OTHERWISE REQUIRED BY LOCAL BUILDING CODES, THE CONTRACTOR SHALL PROVIDE AND INSTALL ALL FIRE DOOR ASSEMBLIES IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL FIRE PROTECTION ASSOCIATION PAMPHLET, NFPA 80. THIS INCLUDES SWINGING DOORS, HORIZONTAL SLIDING DOORS, HOISTWAY DOORS FOR ELEVATORS, ACCESS DOORS, AT THE LOCATION WHERE INDICATED. LOCAL BUILDING CODES GOVERN, IF ANY DIFFERENCES EXIST BETWEEN THESE CODES AND THE NFPA FOR ANY OF THE ABOVE INSTALLATIONS. 4.2. ALL REQUIRED FIRE DOORS SHALL BE PROVIDED WITH A NON-COMBUSTIBLE THRESHOLD, EXCEPT 20 MINUTE DOORS. 4.3. DOOR FRAMES HUNG WITH LABELED DOORS SHALL ALSO BE LABELED WITH THE SAME RATING. 4.4. CLOSERS SHALL BE PROVIDED ON LABELED DOORS. 5. PANIC HARDWARE REQUIRED. 6. SEE DETAIL 11/A501 FOR HARDWARE AND SIGNAGE DETAIL. 7. EXISTING DOOR TO REMAIN. 8. OPENING IN WALL SHALL BE TRIMMED OUT AT JAMB AND HEAD WITH GWB - TEXTURE AND PAINT TO MATCH ADJACENT WALLS. 9. EXISTING OVERHEAD DOOR. ABBREVIATIONS: DPDF DEMOUNTABLE PARTITION DOOR FRAME FF FACTORY FINISH HM HOLLOW METAL PT PAINT WD WOOD 1 SCALE: N.T.S. PER 5CHEDULf� PER SCHEDULE i PER SCHEDULE 1/4" SAFETY GLASS (CLEAR) PER SCHEDULE PER SCHEDULE PER SCHEDULE 1/4" SAFETY GLASS (CLEAR) F N (FLUSH SOLID DOOR) (FLUSH SIDE LITE DOOR) DOER TYPE SCHEDULE D (DOUBLE FLUSH HALF LITE DOOR) SCALE: N.T.S. I � 1 A350 PER SCHEDULE N 2" PER SCHEDULE 1A450, A450, A452, A453 A350 FRAME TYPE 1 D00RAVE SCHEDULE SCALE: N.T.S. A350 ROOM FINISH SCHEDULE KEY MATERIAL FINISH ROOM NO. ROOM NAME FLOOR NORTH EAST SOUTH WEST CEILING FACTORY FINISH (FF) NOTES BASE WALL BASE WALL BASE WALL BASE WALL MAT'L HEIGHT 11B3 CONFERENCE ROOM F-3 B-1 W-1 B-1 W-1 B-1 W-1 6-1 W-1 C-1 9'-0" 1, 2, 9 SEALER 1263 OFFICE F-3 B-1 W-1 B-1 W-1 B-1 W-1 B-1 W-1 C-1 9'-0" 1, 3, 9 ---CEILING--- 1383 TRAINING ROOM F-3 B-1 W-1 B-1 W-1 B-1 W-1 B-1 W-1 C-1 9'-0" 1, 3, 9 1433 HALLWAY F-3 B-1 W-1 B-1 W-1 B-1 W-1 B-1 W-1 C-1 9'-0" 1, 3, 9 11C3 OFFICE F-3 B-1 W-1 B-1 W-1 B-1 W-1 B-1 W-1 C-1 9'-0" 1, 3, 9 11D3 HALLWAY F -1/F-3 B-1 W-1 B-1 W-1 B-1 W-1 B-1 W-1 C-1 9'-0" 1, 3, 4, 5, 9 1 1G1 WORK STATIONS F-3 B-1 W-1 B-1 W-1 B-1 W-1 B-1 W-1 C-1 9'-0" 1, 3, 4, 9 11M3 WORK STATIONS F-3 B-1 W-1 B-1 W-1 8-1 W-1 B-1 W-1 C-1 9'-0" 1, 3, 4, 9 11P3 OFFICE F-3 B-1 W-1 B-1 W-1 B-1 W-1 B-1 W-1 C-1 9'-0" 8, 9 11S3 OFFICE F-3 B-1 W-1 B-1 W-1 B-1 W-1 B-1 W-1 C-1 9'-0" 8, 9 12S3 WOMEN'S RESTROOM F-2 B-2 W -2/W-1 B-2 W -2/W-1 B-2 W -2/W-1 B-2 W -2/W-1 C-2 9'-0" 1, 6, 9 1 1W3 MEN'S RESTROOM F-2 B-2 W -2/W-1 B-2 W -2/W-1 B-2 W -2/W-1 B-2 W -2/W-1 C-2 9'-0" 1, 6, 9 12W3 HALLWAY F-4 B-1 W-1 - - B-1 W-1 - - C-1 9'-0" 1, 3, 9 11X1 CONFERENCE ROOM F-3 B-1 W-1 B-1 W-1 B-1 W-1 B-1 W-1 C-1 9'-0" 1, 3, 4, 9 11X3 JANITOR F-4 B-1 W-1 B-1 W-1 B-1 W-1 B-1 W-1 C-2 9'-0" 1, 7, 9 1 1Y2 HALLWAY F -3/F-4 B-1 W-1 B-1 W-1 B-1 W-1 B-1 W-1 C -1/C-2 8'-0"/9'-0" 1, 3, 9 11Y3 DATA CLOSET F-5 B-1 W-1 B-1 W-1 B-1 W-1 B-1 W-1 C-2 9'-0" 1, 4, 7, 9 1 1M TRAINING ROOM F-3 B-1 W-1 B-1 W-1 B-1 W-1 B-1 W-1 C-1 9'-0" 1, 3, 4, 9 12AA3 ELECTRICAL CLOSET F-6 - - - - - - - - - - 8, 9 11681 OFFICE F-3 B-1 W-1 B-1 W-1 B-1 W-1 B-1 W-1 C-1 9'-0" 8, 9 11683 OFFICE F-3 B-1 W-1 B-1 W-1 B-1 W-1 6-1 W-1 C-1 9'-0" 1, 3, 9 ROOM FINISH SCHEDULE NOTES: 1. COORDINATE EXISTING AND NEW WALLS WITH FLOOR PLAN. PAINT ALL WALL SURFACES TO MATCH. REPAIR, TEXTURE, PATCH AND 5. PROVIDE AND INSTALL ENTRY MAT BY EXTERIOR DOOR W2 AS INDICATED ON FLOOR PLAN. 6. FOR WALL FINISH HEIGHTS AND TRANSITIONS SEE INTERIOR ELEVATIONS. 7. EXISTING GYPSUM WALLBOARD FRAMED CEILING TO REMAIN. REPAIR, TEXTURE, PATCH AND PAINT AS NEEDED. 8. EXISTING ROOM - NO PROPOSED WORK. 9. FOR MATERIAL FINISH SCHEDULE SEE 5/A350. 2. COORDINATE AND ADJUST CEILING HEIGHT ACCORDINGLY WITH EXISTING STRUCTURE, MECHANICAL AND ELECTRICAL EQUIPMENT. 3. EXISTING SUSPENDED CEILING SYSTEM TO REMAIN. REPLACE ONLY ACOUSTICAL CEILING PANELS. CEILING HEIGHT LISTED ON SCHEDULE IS ASSUMED HEIGHT. 4. EXISTING FLOOR FINISH TO REMAIN. SOON FI\ISH SCHEDULE 4 SCALE: N.T.S. 1A450, 1A451, 1A452, A370, A371 A350 MATERIAL FINISH SCHEDULE KEY MATERIAL FINISH NOTES ---BASE--- B-1 RESILIENT WALL BASE FACTORY FINISH (FF) B-2 COVED TILE WALL BASE FACTORY FINISH (FF) ---FLOOR--- F-1 ENTRANCE MAT FACTORY FINISH (FF) F-2 CERAMIC FLOOR TILE FACTORY FINISH (FF) F-3 CARPET TILE FACTORY FINISH (FF) F-4 RESILIENT FLOORING FACTORY FINISH (FF) F-5 RESILIENT FLOORING (ANTI -STATIC) FACTORY FINISH (FF) F-6 CONCRETE SEALER ---WALL--- W-1 GYPSUM WALLBOARD (GWB) PAINT W-2 CERAMIC WALL TILE FACTORY FINISH (FF) ---CEILING--- C-1 SUSPENDED ACOUSTICAL PANEL (SAC) FACTORY FINISH (FF) C-2 GYPSUM WALLBOARD (GWB) PAINT MATE SIAL FI\ISH SCHEDULE SCALE N.T.S. CITY OF TUKWILA OCT 13 2017 PERMIT CENTER ISSUE FOR PERMIT OCTOBER 11, 2017 (5 A350 REVIEWED FOR WOE COMPLIANCE .1' APPROVED OCT R? ni7 City of Tukwila BUILDING DIVISION SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET I TACOMA, WA. 98409 PHONE: (253) 474-9449 I FAX: (253) 474-9449 http://www.sitts-hill-engineers.com/ Project No.: 18002 Project Mgr.: BKL Proj. Engineer: DCB Proj. Drafter: LAM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE OFFICE TENANT IMPROVEMENT 34224 SITTS BKL 10.11.17 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN L. McVay CHECKED B. Leslie ENGINEER DATE 09.11.17 09.11.17 SUBTITLE SCHEDULES CURRENT REVISION 34224 SYMBOL DATE 10.11.17 D. Boileau CHECKED B. Leslie 09.11.17 09.11.17 APPROVED APPROVED TITLE ARCHITECTURAL OFFICE TENANT IMPROVEMENT BUILDING 09-110 A-DD/1-4 DEV. CENTER, WA SHEET A350 JOB NO. 34224 COMP NO. DWG NO. 09-110-A350 10:59:12 PM N CD / VAr/, 7 > 4 U \TR10R 0 V \S ELEVATIO �EST�00 v OATH 12S3 w wZ J O O 0 ¢ 2 O M Ir Q f=OO Li- O Z Z � I st' Ho mQ 141 SCALE 1/2" = 1'-0" /6\- 1A450 A371 I I I L 1.77_ U w rr O U W to CC O U Cao W J w U N 2 In 2 L.j Q z O_ I- O O tY 0 I \THIOL ELEVATIO WONE\S 'ES -R00 SCALE 1/2" = 1'-0" Li J W In CD w CC 0< O U In W IY 0 0 0 Co v — SOUTH (PATIAL) 12S3 J LU CID 0 W (Du 1A450 A371 LL J LU io w O w 0 U i\rPioELEVATIO\ \NrH (PATAL) WONE\S ES-ROON 12S3 rE-J 1n450 A3]1 SCALE 1/2" = 1'-0" I \TEIN WOvE\S 1'-6" 1'-6" 1'-6" 13 > 0 c N, 9, I CV 9 > c 5 > \TR1H ELEVATIO\ WOVE\S �ESTKON UJ IY ZD0 U i 0 — SOUTH 12S3 U W V) Co w IY 0 Co Q W Z JO I— O 0 WV ¢ O mix¢ = O m W O Z � Z li I d' W O m¢ 1 W m O w 0 U C 2'-8" SCALE 1/2" = 1'-0" 2'-8" 5'-0 5/8" 0 CV U 2 r -A r -A 4 r 9 > 1- 11 0 N, w CC 0 U CO U to M w C/) IY 0 U Cao J W Co 0 ELEVATIO ESTOC v — EAST 12S3 tA4501A371 E SCALE 1/2" = 1'-0" rArz U U W IY 0 U co I— P I\TEM ELEVATIO\ — WEST WOVE\S V 12S3 SCALE 1/2" = 1'-0" J LU Cl) F� tA4501A371 1'-4" 30" MIN. 1'-4" TO CONTROLS dM' Co N, CL 18 CL TO CONTROLS \TH10ELEVATIO\ HALLWAY 12W3 DSI\ SCALE: 1/2" = V-0" 16 s3urH (PATIAL) \c Fou\rai\s 1A43371 1A450 A371 LEGE \D/SCHEDULE: GE\PAL \OTES: 1. SEE GENERAL ARCHITECTURAL NOTES ON DRAWING 09-110—Al FOR ADDITIONAL INFORMATION. 2. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. 3. CONTRACTOR SHALL VERIFY ALL DIMENSIONS OF EXISTING CONSTRUCTION WHICH AFFECT NEW CONSTRUCTION PRIOR TO SUBMITTAL OF SHOP DRAWINGS. SHOP DRAWINGS WITHOUT FIELD VERIFICATION WILL BE REJECTED. LAVATORY COUNTER. SEE SECTION A/A504 FOR ADDITIONAL INFORMATION. LAVATORY SINK. SEE MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION. TOILET. SEE MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION. 6 > URINAL. SEE MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION. SINK FRAMED MIRROR. SEE 4/A504 FOR ADDITIONAL INFORMATION. 8 > SOAP DISPENSER. SEE 4/A504 FOR ADDITIONAL INFORMATION. 9 > TOILET PARTITION WITH DOOR. SEE 1/A504 AND 5/A504 FOR ADDITIONAL INFORMATION. 10 > TOILET SEAT COVER DISPENSER. SEE 4/A504 FOR ADDITIONAL INFORMATION. TOILET PAPER DISPENSER. SEE 4/A504 FOR ADDITIONAL INFORMATION. HORIZONTAL GRAB BARS. STAINLESS STEEL AND 36" LONG AT REAR OF TOILET, 42" LONG AT SIDE AND 33" ABOVE FLOOR. SEE 4/A504 FOR ADDITIONAL INFORMATION. VERTICAL GRAB BARS. STAINLESS STEEL AND 18" MIN. LENGTH AND 3" MIN. (6" MAX.) ABOVE HORIZONTAL GRAB BAR. SEE 4/A504 FOR ADDITIONAL INFORMATION. PAPER TOWEL DISPENSER. SEE 4/A504 FOR ADDITIONAL INFORMATION. URINAL SCREEN. SEE 2/A504 AND 5/A504 FOR ADDITIONAL INFORMATION. 16 > ACCESSIBLE HEIGHT DRINKING FOUNTAIN. SEE MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION. WALLS FINISHED WITH FULL HEIGHT CLEANABLE SURFACE OVER MOISTURE RESISTANT UNDERLAYMENT (E.G. CEMENT FIBERBOARD). SEE FINISH SCHEDULE 4/A350 FOR ADDITIONAL INFORMATION. 118 > STANDARD HEIGHT DRINKING FOUNTAIN. SEE MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION. CO\ST UCTIO\ \OTES: 1. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS PRIOR TO START OF CONSTRUCTION. EFEH\CE �.AWI\GS: SEE DRAWING 9-110-1A10 FOR FIRST FLOOR PLAN. RECEIVED CITY OF TUKWILA OCT 13 2017 PERMIT CENTER ISSUE FOR PERMIT OCTOBER 11, 2017 0 1 REVIEWED FOR CODE COMPLIANCE APPROVED OCT a7 art City of Tukwila BUILDINqDMSIONI 2 4 6 SCALE: 1 /2"=1'-0" SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET I TACOMA, WA. 98409 PHONE: (253) 474-9449 I FAX: (253) 474.9449 http://www.sItts-hIII-engineers.com/ Project No.: 18002 Project Mgr.: BKL Proj. Engineer: DCB Proj. Drafter: LAM 10:59:12 PM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE OFFICE TENANT IMPROVEMENT 34224 SITTS BKL 10.11.17 Q� BOE/NG C'— ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN L. McVay CHECKED B. Leslie ENGINEER D. Boileau DATE 09.11.17 09.11.17 09.11.17 SUBTITLE INTERIOR ELEVATIONS CURRENT REVISION 34224 SYMBOL DATE 10.11.17 CHECKED B. Leslie 09.11.17 APPROVED APPROVED TITLE ARCHITECTURAL OFFICE TENANT IMPROVEMENT BUILDING 09-110 A—DD/1-4 DEV. CENTER, WA SHEET A371 JOB NO. 34224 COMP NO. DWG NO. 09-110—A371 \ \ , / \ , 61. r/A, / ' /" / / (6) COURSES 7 > L, i\rPioELEVATIO\ \NrH (PATAL) WONE\S ES-ROON 12S3 rE-J 1n450 A3]1 SCALE 1/2" = 1'-0" I \TEIN WOvE\S 1'-6" 1'-6" 1'-6" 13 > 0 c N, 9, I CV 9 > c 5 > \TR1H ELEVATIO\ WOVE\S �ESTKON UJ IY ZD0 U i 0 — SOUTH 12S3 U W V) Co w IY 0 Co Q W Z JO I— O 0 WV ¢ O mix¢ = O m W O Z � Z li I d' W O m¢ 1 W m O w 0 U C 2'-8" SCALE 1/2" = 1'-0" 2'-8" 5'-0 5/8" 0 CV U 2 r -A r -A 4 r 9 > 1- 11 0 N, w CC 0 U CO U to M w C/) IY 0 U Cao J W Co 0 ELEVATIO ESTOC v — EAST 12S3 tA4501A371 E SCALE 1/2" = 1'-0" rArz U U W IY 0 U co I— P I\TEM ELEVATIO\ — WEST WOVE\S V 12S3 SCALE 1/2" = 1'-0" J LU Cl) F� tA4501A371 1'-4" 30" MIN. 1'-4" TO CONTROLS dM' Co N, CL 18 CL TO CONTROLS \TH10ELEVATIO\ HALLWAY 12W3 DSI\ SCALE: 1/2" = V-0" 16 s3urH (PATIAL) \c Fou\rai\s 1A43371 1A450 A371 LEGE \D/SCHEDULE: GE\PAL \OTES: 1. SEE GENERAL ARCHITECTURAL NOTES ON DRAWING 09-110—Al FOR ADDITIONAL INFORMATION. 2. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. 3. CONTRACTOR SHALL VERIFY ALL DIMENSIONS OF EXISTING CONSTRUCTION WHICH AFFECT NEW CONSTRUCTION PRIOR TO SUBMITTAL OF SHOP DRAWINGS. SHOP DRAWINGS WITHOUT FIELD VERIFICATION WILL BE REJECTED. LAVATORY COUNTER. SEE SECTION A/A504 FOR ADDITIONAL INFORMATION. LAVATORY SINK. SEE MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION. TOILET. SEE MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION. 6 > URINAL. SEE MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION. SINK FRAMED MIRROR. SEE 4/A504 FOR ADDITIONAL INFORMATION. 8 > SOAP DISPENSER. SEE 4/A504 FOR ADDITIONAL INFORMATION. 9 > TOILET PARTITION WITH DOOR. SEE 1/A504 AND 5/A504 FOR ADDITIONAL INFORMATION. 10 > TOILET SEAT COVER DISPENSER. SEE 4/A504 FOR ADDITIONAL INFORMATION. TOILET PAPER DISPENSER. SEE 4/A504 FOR ADDITIONAL INFORMATION. HORIZONTAL GRAB BARS. STAINLESS STEEL AND 36" LONG AT REAR OF TOILET, 42" LONG AT SIDE AND 33" ABOVE FLOOR. SEE 4/A504 FOR ADDITIONAL INFORMATION. VERTICAL GRAB BARS. STAINLESS STEEL AND 18" MIN. LENGTH AND 3" MIN. (6" MAX.) ABOVE HORIZONTAL GRAB BAR. SEE 4/A504 FOR ADDITIONAL INFORMATION. PAPER TOWEL DISPENSER. SEE 4/A504 FOR ADDITIONAL INFORMATION. URINAL SCREEN. SEE 2/A504 AND 5/A504 FOR ADDITIONAL INFORMATION. 16 > ACCESSIBLE HEIGHT DRINKING FOUNTAIN. SEE MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION. WALLS FINISHED WITH FULL HEIGHT CLEANABLE SURFACE OVER MOISTURE RESISTANT UNDERLAYMENT (E.G. CEMENT FIBERBOARD). SEE FINISH SCHEDULE 4/A350 FOR ADDITIONAL INFORMATION. 118 > STANDARD HEIGHT DRINKING FOUNTAIN. SEE MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION. CO\ST UCTIO\ \OTES: 1. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS PRIOR TO START OF CONSTRUCTION. EFEH\CE �.AWI\GS: SEE DRAWING 9-110-1A10 FOR FIRST FLOOR PLAN. RECEIVED CITY OF TUKWILA OCT 13 2017 PERMIT CENTER ISSUE FOR PERMIT OCTOBER 11, 2017 0 1 REVIEWED FOR CODE COMPLIANCE APPROVED OCT a7 art City of Tukwila BUILDINqDMSIONI 2 4 6 SCALE: 1 /2"=1'-0" SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET I TACOMA, WA. 98409 PHONE: (253) 474-9449 I FAX: (253) 474.9449 http://www.sItts-hIII-engineers.com/ Project No.: 18002 Project Mgr.: BKL Proj. Engineer: DCB Proj. Drafter: LAM 10:59:12 PM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE OFFICE TENANT IMPROVEMENT 34224 SITTS BKL 10.11.17 Q� BOE/NG C'— ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN L. McVay CHECKED B. Leslie ENGINEER D. Boileau DATE 09.11.17 09.11.17 09.11.17 SUBTITLE INTERIOR ELEVATIONS CURRENT REVISION 34224 SYMBOL DATE 10.11.17 CHECKED B. Leslie 09.11.17 APPROVED APPROVED TITLE ARCHITECTURAL OFFICE TENANT IMPROVEMENT BUILDING 09-110 A—DD/1-4 DEV. CENTER, WA SHEET A371 JOB NO. 34224 COMP NO. DWG NO. 09-110—A371 w CD 0 LU 0 U W N CC 0 0 U CD / / I\TH1N ELEVATIO\ — \OATH VE\S ESTKOV 11W3 SCALE: 1/2" = 1'-0" La - J W to CD W U) CD U I-- J 0m 0 0 C-) N N W 01 m 0 0w C-) 1A450 A372 I\TH1N ELEVAT NE\S ES-ROOv SCALE: 1/2" = 1'-0" N U w U) CC 0 U 3 > 10\ — SOUTH (PATIAL) 11W3 rD1 1A450 A372 et CD CL J w Z J � CD I- 0 0 U Q O V) Q Q _ 0 M cd OW w `r cD cn J W V) CO 5'-0 5/8" s 2'-8" r I L / r fes. U W to O U CD N U I— O W J -J U 0 I ELEVATIO\ V E\S -ESTOOvI 11W3 \OATH PARTIAL) w J W N cD 2'-8" SCALE: 1/2" = 1'-0" J LU U) CD CV U LU 0 W 0 U N W Ul CC O U CSO I LU a 0 W 0 U (13- 1A450 A372 H U J a }U.. -J W O 0 Q O cn CC et = M V) ir W w w -J W to CD W Q 0 Lil 0 j \THIOELEVATIO\ V E\S EST 00 1 13 CD C) — SOUTH 1W3 11>f-- 12> 0 C SCALE: 1/2" = 1'-0" V W U) 0 U W tY 0 0 U (00 I\THIOELEVATIO\ — EAST VE\S RESTROOM 11W3 SCALE: 1/2" = 1'-0" 1'-6" 1'-6" 1'-6" W a Ib 0 O C.) W Q CO 0 IL: W N CC 0 U CD CO in I N) _I i \TP1N ELEVATIO\ — WEST UE\S'ES-HOOV 11W3 0 r 11 > 6 15 4 > 7 > 8 r 4 > 7 > 8 J1 0 N SCALE: 1/2" = 1'-0" F 1A4501A372 19 CO 121 0 T I l 18 3'-0" 3'-0" 3,-0" 1A450 A372 rE� 1A450 A372 3'-0" \ \ / / \ / / / liEW (6) COURSES %/f r W/ moi'%//' //� % 7 > N4 C / \ \ / im 4 I\TH1N ELEVAT NE\S ES-ROOv SCALE: 1/2" = 1'-0" N U w U) CC 0 U 3 > 10\ — SOUTH (PATIAL) 11W3 rD1 1A450 A372 et CD CL J w Z J � CD I- 0 0 U Q O V) Q Q _ 0 M cd OW w `r cD cn J W V) CO 5'-0 5/8" s 2'-8" r I L / r fes. U W to O U CD N U I— O W J -J U 0 I ELEVATIO\ V E\S -ESTOOvI 11W3 \OATH PARTIAL) w J W N cD 2'-8" SCALE: 1/2" = 1'-0" J LU U) CD CV U LU 0 W 0 U N W Ul CC O U CSO I LU a 0 W 0 U (13- 1A450 A372 H U J a }U.. -J W O 0 Q O cn CC et = M V) ir W w w -J W to CD W Q 0 Lil 0 j \THIOELEVATIO\ V E\S EST 00 1 13 CD C) — SOUTH 1W3 11>f-- 12> 0 C SCALE: 1/2" = 1'-0" V W U) 0 U W tY 0 0 U (00 I\THIOELEVATIO\ — EAST VE\S RESTROOM 11W3 SCALE: 1/2" = 1'-0" 1'-6" 1'-6" 1'-6" W a Ib 0 O C.) W Q CO 0 IL: W N CC 0 U CD CO in I N) _I i \TP1N ELEVATIO\ — WEST UE\S'ES-HOOV 11W3 0 r 11 > 6 15 4 > 7 > 8 r 4 > 7 > 8 J1 0 N SCALE: 1/2" = 1'-0" F 1A4501A372 19 CO 121 0 T I l 18 3'-0" 3'-0" 3,-0" 1A450 A372 rE� 1A450 A372 3'-0" ADA KNEE SPACE \TH1N ELEVATIO\ — WEST (PARTIAL) HALLWAY 11Y2 CASEWN4 SCALE: 1/2" = V-0" I " 1 1A450 A372 20 > 20 20 > REVIEWED FOR CODE COMPLIANCE APPROVED OCT 27 2017 City of Tukwila BUILDING DIVISION LEGE\ /SCHED LE: GE\PAL \OTES: 1. SEE GENERAL ARCHITECTURAL NOTES ON DRAWING 09-110—Al FOR ADDITIONAL INFORMATION. 2. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. 3. CONTRACTOR SHALL VERIFY ALL DIMENSIONS OF EXISTING CONSTRUCTION WHICH AFFECT NEW CONSTRUCTION PRIOR TO SUBMITTAL OF SHOP DRAWINGS. SHOP DRAWINGS WITHOUT FIELD VERIFICATION WILL BE REJECTED. LAVATORY COUNTER. SEE SECTION A/A504 FOR ADDITIONAL INFORMATION. 4 LAVATORY SINK. SEE MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION. TOILET. SEE MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION. 6 > URINAL. SEE MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION. SINK FRAMED MIRROR. SEE 4/A504 FOR ADDITIONAL INFORMATION. 8 > SOAP DISPENSER. SEE 4/A504 FOR ADDITIONAL INFORMATION. 9 > TOILET PARTITION WITH DOOR. SEE 1/A504 AND 5/A504 FOR ADDITIONAL INFORMATION. 10 > TOILET SEAT COVER DISPENSER. SEE 4/A505 FOR ADDITIONAL INFORMATION. TOILET PAPER DISPENSER. SEE 4/A504 FOR ADDITIONAL INFORMATION. HORIZONTAL GRAB BARS. STAINLESS STEEL AND 36" LONG AT REAR OF TOILET, 42" LONG AT SIDE AND 33" ABOVE FLOOR. SEE 4/A504 FOR ADDITIONAL INFORMATION. VERTICAL GRAB BARS. STAINLESS STEEL AND 18" MIN. LENGTH AND 3" MIN. (6" MAX.) ABOVE HORIZONTAL GRAB BAR. SEE 4/A504 FOR ADDITIONAL INFORMATION. PAPER TOWEL DISPENSER. SEE 4/A504 FOR ADDITIONAL INFORMATION. URINAL SCREEN. SEE 2/A504 AND 5/A504 FOR ADDITIONAL INFORMATION. I 16 > COUNTERTOP SINK. SEE MECHANICAL FOR ADDITIONAL INFORMATION WALLS FINISHED WITH FULL HEIGHT CLEANABLE SURFACE OVER MOISTURE RESISTANT UNDERLAYMENT (E.G. CEMENT FIBERBOARD). SEE FINISH SCHEDULE 4/A350 FOR ADDITIONAL INFORMATION. 18 > LOWER BASE CABINETS (2'-0"D) WITH COUNTER TOP. CONFIGURATION AS SHOWN ON DRAWINGS. SEE SHEET Al FOR ADDITIONAL INFORMATION. 19 > UPPER WALL HUNG CABINETS (1'-0"D). CONFIGURATION AS SHOWN ON DRAWINGS. SEE SHEET Al FOR ADDITIONAL INFORMATION. 20 > MICROWAVE (BY OWNER). SEE ELECTRICAL DRAWINGS FOR OUTLET LOCATIONS. COFFEE MACHINE (BY OWNER). SEE ELECTRICAL DRAWINGS FOR OUTLET LOCATIONS. SEE MECHANICAL FOR WATER SUPPLY LOCATION. CO\ST\ \OTES: 1. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS PRIOR TO START OF CONSTRUCTION. EFEH\CE IAW\ GS: SEE DRAWING 9-110-1A10 FOR FIRST FLOOR PLAN. RECEIVED CITY OF TUKWILA OCT 13 2017 PERMIT CENTER ISSUE FOR PERMIT OCTOBER 11, 2017 0 2 4 6 IN NI MI SCALE: 1/2"=1'-0" SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET PHONE: (253) 474-9449 I TACOMA, WA. 98409 I FAX: (253) 474-9449 http://www.sitts-hIll-englneers.com/ Project No.: 18002 Project Mgr.: BKL Proj. Engineer: DCB Proj. Drafter: LAM 10:59:12 PM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE OFFICE TENANT IMPROVEMENT 34224 SITTS BKL 10.11.17 gLAME7fM"° ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN L. McVay CHECKED B. Leslie ENGINEER DATE 09.11.17 09.11.17 SUBTITLE INTERIOR ELEVATIONS CURRENT REVISION 34224 SYMBOL DATE 10.11.17 D. Boileau 09.11.17 CHECKED B. Leslie 09.11.17 APPROVED APPROVED TITLE ARCHITECTURAL OFFICE TENANT IMPROVEMENT BUILDING 09-110 A—DD/1-4 DEV. CENTER, WA SHEET A372 JOB NO. 34224 COMP NO. DWG NO. 09-110—A372 0 CD CD 07 = CC U U Ul / N /N N4 C / \ \ / im \ IN / \ /. /// Z.7 14> > 21> % ,/ 16> yO N , . / N / \i N N / / / V z \ N 7O 0� N / �.G . / . / .i 7O O� 7 N . . / \- L 3'-0" 3'-0" 3'-0" 3'-0" ADA KNEE SPACE \TH1N ELEVATIO\ — WEST (PARTIAL) HALLWAY 11Y2 CASEWN4 SCALE: 1/2" = V-0" I " 1 1A450 A372 20 > 20 20 > REVIEWED FOR CODE COMPLIANCE APPROVED OCT 27 2017 City of Tukwila BUILDING DIVISION LEGE\ /SCHED LE: GE\PAL \OTES: 1. SEE GENERAL ARCHITECTURAL NOTES ON DRAWING 09-110—Al FOR ADDITIONAL INFORMATION. 2. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. 3. CONTRACTOR SHALL VERIFY ALL DIMENSIONS OF EXISTING CONSTRUCTION WHICH AFFECT NEW CONSTRUCTION PRIOR TO SUBMITTAL OF SHOP DRAWINGS. SHOP DRAWINGS WITHOUT FIELD VERIFICATION WILL BE REJECTED. LAVATORY COUNTER. SEE SECTION A/A504 FOR ADDITIONAL INFORMATION. 4 LAVATORY SINK. SEE MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION. TOILET. SEE MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION. 6 > URINAL. SEE MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION. SINK FRAMED MIRROR. SEE 4/A504 FOR ADDITIONAL INFORMATION. 8 > SOAP DISPENSER. SEE 4/A504 FOR ADDITIONAL INFORMATION. 9 > TOILET PARTITION WITH DOOR. SEE 1/A504 AND 5/A504 FOR ADDITIONAL INFORMATION. 10 > TOILET SEAT COVER DISPENSER. SEE 4/A505 FOR ADDITIONAL INFORMATION. TOILET PAPER DISPENSER. SEE 4/A504 FOR ADDITIONAL INFORMATION. HORIZONTAL GRAB BARS. STAINLESS STEEL AND 36" LONG AT REAR OF TOILET, 42" LONG AT SIDE AND 33" ABOVE FLOOR. SEE 4/A504 FOR ADDITIONAL INFORMATION. VERTICAL GRAB BARS. STAINLESS STEEL AND 18" MIN. LENGTH AND 3" MIN. (6" MAX.) ABOVE HORIZONTAL GRAB BAR. SEE 4/A504 FOR ADDITIONAL INFORMATION. PAPER TOWEL DISPENSER. SEE 4/A504 FOR ADDITIONAL INFORMATION. URINAL SCREEN. SEE 2/A504 AND 5/A504 FOR ADDITIONAL INFORMATION. I 16 > COUNTERTOP SINK. SEE MECHANICAL FOR ADDITIONAL INFORMATION WALLS FINISHED WITH FULL HEIGHT CLEANABLE SURFACE OVER MOISTURE RESISTANT UNDERLAYMENT (E.G. CEMENT FIBERBOARD). SEE FINISH SCHEDULE 4/A350 FOR ADDITIONAL INFORMATION. 18 > LOWER BASE CABINETS (2'-0"D) WITH COUNTER TOP. CONFIGURATION AS SHOWN ON DRAWINGS. SEE SHEET Al FOR ADDITIONAL INFORMATION. 19 > UPPER WALL HUNG CABINETS (1'-0"D). CONFIGURATION AS SHOWN ON DRAWINGS. SEE SHEET Al FOR ADDITIONAL INFORMATION. 20 > MICROWAVE (BY OWNER). SEE ELECTRICAL DRAWINGS FOR OUTLET LOCATIONS. COFFEE MACHINE (BY OWNER). SEE ELECTRICAL DRAWINGS FOR OUTLET LOCATIONS. SEE MECHANICAL FOR WATER SUPPLY LOCATION. CO\ST\ \OTES: 1. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS PRIOR TO START OF CONSTRUCTION. EFEH\CE IAW\ GS: SEE DRAWING 9-110-1A10 FOR FIRST FLOOR PLAN. RECEIVED CITY OF TUKWILA OCT 13 2017 PERMIT CENTER ISSUE FOR PERMIT OCTOBER 11, 2017 0 2 4 6 IN NI MI SCALE: 1/2"=1'-0" SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET PHONE: (253) 474-9449 I TACOMA, WA. 98409 I FAX: (253) 474-9449 http://www.sitts-hIll-englneers.com/ Project No.: 18002 Project Mgr.: BKL Proj. Engineer: DCB Proj. Drafter: LAM 10:59:12 PM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE OFFICE TENANT IMPROVEMENT 34224 SITTS BKL 10.11.17 gLAME7fM"° ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN L. McVay CHECKED B. Leslie ENGINEER DATE 09.11.17 09.11.17 SUBTITLE INTERIOR ELEVATIONS CURRENT REVISION 34224 SYMBOL DATE 10.11.17 D. Boileau 09.11.17 CHECKED B. Leslie 09.11.17 APPROVED APPROVED TITLE ARCHITECTURAL OFFICE TENANT IMPROVEMENT BUILDING 09-110 A—DD/1-4 DEV. CENTER, WA SHEET A372 JOB NO. 34224 COMP NO. DWG NO. 09-110—A372 0 CD CD 07 = CC U U Ul 3/4" WATER RESISTANT PLYWOOD 0 MIRROR 2'-0" 1'-5" U LG LAVATO HY C O U \TP SECTIO\ SOLID SURFACE COUNTERTOP AND APRON: CS.1 RAKKS EH -1818 COUNTERTOP SUPPORT BRACKET AT ±36" O.C., TYP. - TYPICAL SCALE: 1/2" = 1'-0" A1450, A371, A372 A504 ACCESSORY SCHEDULE MARK ITEM COLOR (SIZE) MARK ITEM COLOR (SIZE) GB GRAB BAR BOBRICK, S.S, VERTICAL: #B5806x18", STRAIGHT: #B5806x36 36"x54", STRAIGHT: #B5806x42" SNV SANITARY NAPKIN VENDOR BOBRICK, #82706C, SURFACE MOUNT, FREE OPERATION GC GARBAGE CAN32 BUSCH SYSTEMS 'WASTE WATCHER' GALLON, 20.31 "L x 15.63"W x 30"H TPD TOILET PAPER DISPENSER GEORGIA PACIFIC, 'COMPACT' CORELESS, TWO—ROLL, COVERED, PART #56784 COLOR: SMOKE MIR FRAMED MIRROR BOBRICK, #B290 1836 AT SINKS, FULL LENGTH: #B290 2460 AT EXITS T 3 5/8 1 1/4 PTD PAPER TOWEL DISPENSER — FOIC GEORGIA PACIFIC, 'ENMOTION', TOUCHLESS DISPENSER, PART #GP59462 COLOR: TRANSLUCENT SMOKE 0.302 0.571 INTERIOR SCD TOILET SEAT COVER DISPENSER BOBRICK, #6221, SURFACE MOUNT 1 5/8" 18 33 SDR SOAP DISPENSER — FOIC GOJO INDUSTRIES, #GJ5250UNIV, COLOR: DOVE GRAY INTERIOR 6" TRACKS T ACCESSORY SCHEDUL 4 SCALE: 1/2" = 1'-0" CONNECT TRACKS TO EACH MEMBER OF BUILT—UP HEADER WITH #8 SCREWS AT 12" O.C. TRACK TOP AND BOTTOM OF BUILT—UP HEADER TO MATCH GAGE OF HEADER HEADED HEADER BUILT UP OF TWO STUDS PER SCHEDULE A371, A372 A504 ADDITIONAL STUDS AS NOTED ON PLAN OR ELEVATION CONT. TRACK ABOVE HEADER TRACK CONNECTOR TO MATCH GAGE OF BUILT—UP HEADER — 3" SHORTER THAN DEPTH OF HEADER SCREWS PER SCHEDULE 1/161C 1/2-12 DOUBLE JAMB STUD, TYP. U.N.O. \ STEEL STUD WALL DETAIL 8 SCALE: N.T.S. 1A10, 1 A450 A504 5'—O" TO LET PATITI C \ DETAIL - TYPICAL 1 SCALE 1/2" = 1'-0" EXISTING ROOF DECKING (VERIFY) { 1 1A450, A371, A372 A504 1/2"0 HILITI KWIK BOLT TZ ANCHORS, EMBED 2" AT 12"O.C. C6x10.5 CONTINUOUS, DRILL FOR RODS AND ANCHOR BOLTS, TYP. SUSPENDED CEILING SYSTEM IIIIM. M .,MMM uunnMMWM ummnmnnnnM.UMMI .MMM. 1/2"0 HILITI KWIK BOLT 3"x3"x1/4" ANGLE AT 4'-0" O.C. (ALTERNATE DIRECTION) TZ ANCHORS, EMBED 2", AS REQUIRED 1/2" DIAMETER TREADED ROD AT 4'-0" O.C. WITH WASHERS AND NUTS RESTROOM STALL PARTITION 41111/11 TGLET PARTITION HA\GES DETA SCALE N.T.S. Ir 0 0 to 0 L -TYPICAL � A371, A372 A504 INTERIOR HEADER MAX. WIDTH OF OPENING HEADER SIZE SCREWS EACH SIDE OF HEADER SCREWS INTO JAMB STUD COMMENTS 0'-0" TO 4'-0" (2)600S162-43 (4) #12 SCREWS (8) #12 SCREWS REMARKS 4'-1" TO 8'-0" (2)1000S162-54 (7) #12 SCREWS (14) #12 SCREWS 18 COLD TOWED HEADED SCHEDULE SCALE: N.T.S. 2'-0" 0 USI\AL SC.EE\ DETAIL - TYPICAL 2 SCALE: 1/2" = 1'-0" STEEL STUD 1A450, A371, A3721A504 #10 x 3/4" SCREWS AT 12" O.C. AT DOUBLE STUDS — STAGGER DOUBLE STUD AT JAMBS AND WHERE NOTED STUD BLOCKING UNPUNCHED STEEL STUD TRACK — MATCH GAUGE OF STUDS S# 11 RR0 x 3/4" ATTR -I EDGE STUDS TOGETHER WITH #10 SCREWS AT 12" O.C. #14x1" MINIMUM HEX—HEAD SELF DRILLING SCREWS AT 16" O.C. INTO EXISTING FLOOR. PROVIDE (2) ANCHORS MINIMUM PER WALL SECTION, PLACE MIN. (1) ANCHOR WITHIN 6" OF ALL OPENING EDGES TYPICAL STEEL STE WALL DETAIL 6 SCALE: N.T.S. A505IA504 MEMBERS SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES, U.N.O. USE TYPE DEPTH (IN) FLANGE (IN) GAGE FY (KSI) SECTION GROSS Sxx (IN3) GROSS lxx (IN4) REMARKS 3 5/8" STUDS S 3 5/8 1 5/8 18 33 362S162-43 0.392 0.710 INTERIOR 3 5/8" TRACKS T 3 5/8 1 1/4 18 33 362T125-43 0.302 0.571 INTERIOR 6" STUDS S 6" 1 5/8" 18 33 600S162-43 0.598 1.793 INTERIOR 6" TRACKS T 6" 1 1/4" 18 33 600T125-43 0.604 1.861 INTERIOR (9COLD FCED V SCALE: N.T.S. 1A10, 1A450 A504 EV1E3ESCHEDULE FI\ISH SC FI\ISH SCHEDULE MARK MANUFACTURER COLOR (SIZE) LOCATION PA1 GLIDDEN PROFESSIONAL CRISP LINEN 61YY 89/040 INTERIOR WALLS AND CEILINGS U.N.O. PA2 GLIDDEN PROFESSIONAL ICI CINDER GRAY DOORS AND FRAMES CT1 UNITED CROSSVILLE SHADES/FROST (12"Hx24"W) WALLS AS NOTED, TYPICAL CT2 STATEMENTS UNICOLOR TURQUOISE (8"Hx8"W) WALLS AS NOTED, TYPICAL GR1 CUSTOM BUILDING PRODUCTS 165 DELOREAN GRAY WALLS AS NOTED, TYPICAL CS1 CORIAN FAWN CENTERS AND SPLASHES CS2 CORIAN BLUE PEBBLE TOILET PARTITIONS EF1 GENERAL POLYMERS — BROADCAST METHOD TQ 22 CLEAR SEALER FLOORS AND 6" COVED BASE EDULE 3 SCALE: N.T.S. STEEL JOISTS PER PLAN STEEL JOISTS PER PLAN 3/16 L4x4x1/4 ANGLE —EXTEND AND ATTACH TO TWO JOISTS MIN. WITH (2) #12 SCREWS AT EACH JOIST—TYP. BRACE BEYOND PATIO\ WALL 1 1 A371, A37,21A504 L4x4x1/4x12" ANGLE ATTACH TO JOISTS WITH (4) #12 SCREWS MINIMUM 362S162-43 BRACE AT 8'-0" O.C. — ALTERNATE DIRECTION CLIP FLANGE TO FORM SHOE AND ATTACH TO STUD WITH (3) #10 TEK SCREWS 3ACI\G HTAIL -CEILING PER ARCHITECTURAL SCALE: N.T.S. 1A10, 1A459 A504 RECEIVED CITY OF TUKWILA OCT 13 2017 PERMIT CENTER ISSUE FOR PERMIT OCTOBER 11, 2017 0 REVIEWED FOR CODE COMPLIANCE APPROVED OCT ?617 City ofr Ti ukwita BUILDING 1 2 4 n A505 A504 6 MI n u SCALE: 1/2"=1'-0" SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET I TACOMA. WA. 98409 PHONE: (253) 474-9449 I FAX: (253) 474-9449 http://www.sitts-h111-engineers.com/ Project No.: 18002 Project Mgr.: BKL Proj. Engineer: DCB Proj. Drafter: LAM SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE OFFICE TENANT IMPROVEMENT 34224 SITTS BKL 10.06.17 ff4A/NG° ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DRAWN L. McVay CHECKED B. Leslie DATE 09.11.17 09.11.17 SUBTITLE MISC SECTIONS AND DETAILS CURRENT REVISION 34224 SYMBOL DATE 10.06.17 ENGINEER D. Boileau CHECKED B. Leslie APPROVED APPROVED 09.11.17 09.11.17 TITLE ARCHITECTURAL OFFICE TENANT IMPROVEMENT BUILDING 09-110 A-DD/1-4 DEV. CENTER, W SHEET A504 JOB NO. 34224 COMP NO. DWG NO. 09-110-A504 NOTE: 1. SEE DETAIL 3/A505 AND 7/A505 FOR SEISMIC RESTRAINT DETAIL. /ANCHOR TO STRUCTURE ABOVE I � 1 A505 I 1 A505 (/7)-) A505 I I A505 FOR TYPICAL LIGHT SUPPORT DETAIL I 1 A505 SIM. FIRE PROTECTION LINE W/ FLEXIBLE HOSE HEAD CONNECTION LINE 1/4" CLEARANCE FOR ALL CEILING PENETRATIONS. PROVIDE HILTI KWIK HUS—EZ OR SIMPSON TITEN HD SCREW ANCHOR 1/8" CLR. 1/8" CLR. DUCTS TO PREVENT UPLIFT OF CEILING DURING SEISMIC EVENT: EXTEND STRUTS TO FIT TIGHT TO CEILING GRID AND STRUCTURE ABOVE, THEN INSTALL TWO FASTENERS TO SECURE ONE STRUT TO THE OTHER. TUBES SHALL LAP ONE ANOTHER 4" MIN. 1/2" MIN. DIA. SEISMIC COMPRESSION POST AT 12'-0" O.C. EACH WAY. START FIRST POST POINT WITHIN 6'-0" FROM EACH WALL, PROVIDE AND INSTALL POSTS PER IBC AND NWBC FIELD TECH DOC #401 REQUIREMENTS. HANGER WIRE 12 GA. HANGER WIRES SLACK WIRES EA. CORNER 3/4" MIN. DIA. ELECTRIC CONDUIT STRUT CROSS TEE CEILING PANEL ESCUTION COVER SPRINKLER HEAD (TYPE VARIES) DIAGONAL HANGER WIRES AT APPROX. 45 DEG. (TYP) MAX. FROM HORIZ. 3" MAXIMUM FROM FIXTURE MAIN RUNNER HEAVY DUTY MAIN RUNNER ACOUSTICAL PA\EL SUSPE\SIO\ DETAIL SCALE: N.T.S. CROSS RUNNER 1A280 A505 ACOUSTICAL TILE PE\ETATIO\ DETAIL SCALE: N.T.S. (2 CEILI A505 SCALE: N.T.S. \G GRID 'ESTR/6\1\T DETAIL (3LIGHT FIXTURE SUPPORT DETAIL A505 SCALE N.T.S.. PROVIDE CONNECTION TO WALL STRUCTURE 3/4" PER MANUFACTURER'S RECOMMENDATION AND STANDARD DETAILS PANEL +/— 10 DEG. MAX. CONSTRUCTION PER WALL TYPE SCHEDULE MAIN RUNNER PERIMETER ANGLE NON—FIXED END FIXED END \ PROVIDE CONNECTION TO WALL / STRUCTURE PER MANUFACTURER'S \ RECOMMENDATION AND STANDARD \ DETAILS \ -PERIMETER ANGLE \ BOTTOM TRACK FLOORING AND BASE PER FINISH SCHEDULE SPACER BAR TO PREVENT PERIMETER COMPONENTS FROM SPREADING APART CONNECTION SEE DETAIL 6/A500 ACOUSTICAL PA\EL DETAIL SCALE: N.T.S. CEILI\G SCALE: N.T.S. EDGE SEISMIC .EST/6\1\T DETAIL (n 30TTON OF PATITIO\ DETAIL A505 SCALE 1 1/2" = 1 -0" 8 1A10, 1 A450 I A505 PARTITION BRACING SEE DETAIL 7/A500 CONTINUOUS SEALANT BEAD DOOR — SEE SCHEDULE 5/8" GYPSUM BOARD ON METAL STUDS (SEE FLOOR PLAN) ADJUST TO CLOSE FROM OPEN POSITION OF 70' TO 3" FROM LATCH IN THREE SECONDS MAGNETIC DOOR HOLDER, LOCATE 80" A.F.F. & LOCATE 6" FROM EDGE (STRIKE) OR ALIGN WITH VISION PANEL. VISION WINDOW AS REQUIRED TOP OF STUD WALL IIIIIIIIIIIIIIIIIJ ' 1111111111111111111 10 + 10'-6" A.F.F. CONSTRUCTION PER WALL TYPE SCHEDULE - REQUIRED SIGNAGE INSTALLED ON NEAREST ADJACENT WALL. BOEING FURNISHED CONTRACTOR INSTALLED. WHERE DOOR IS RECESSED SIGN MAY BE LOCATED ON ACCESSIBLE PATH. REVIEWED FOR CODE COMPLIANCE APPROVED OCT a'? 21117 City of Tukwila BUILDING DRASION S.A.C. OR GWB WHERE OCCURS AS SCHEDULED DOUBLE METAL STUDS CONTINUOUS SEALANT BEAD HOLLOW METAL FRAME 2'-0" PREFERRED 18" MIN. CLEAR FLOOR SPACE ON PULL SIDE, 12" MIN. CLEAR FLOOR SPACE ON PUSH SIDE RECEIVED CITY OF TUKWILA OCT 13 2017 PERMIT CENTER TOP OF PATITI O\ DETAIL SCALE: 1 1/2" = 1'-0" 1A10, 1 A450 [A505 I\TH1CH D0CH HEAD (JAM3 SI SCALE N.T.S. I\THIO AaDWA ETAIL rib) H A3501A505 SCALE: N.T.S. D00� A\D SIG\AGE DETAIL A3501A505 ISSUE FOR PERMIT OCTOBER 11, 2017 SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET I TACOMA, WA. 98409 PHONE: (253) 474-9449 I http://www.sitts-1011-englneers.com/ FAX: (253) 474-9449 Project No.: 18002 Project Mgr.: BKL Proj. Engineer: DCB Proj. Drafter: LAM REVISION OFFICE TENANT IMPROVEMENT APPROVED REVISION APPROVED 34224 10.11.17 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DRAWN L. McVay CHECKED B. Leslie ENGINEER D. Boileau CHECKED B. Leslie APPROVED DATE 09.11.17 09.11.17 09.11.17 09.11.17 SUBTITLE MISC SECTIONS AND DETAILS TITLE OFFICE TENANT IMPROVEMENT ARCHITECTURAL CURRENT REVISION 34224 SYMBOL 10.11.17 BUILDING 09-110 A-DD/1-4 DEV. CENTER, WA JOB NO. 34224 COMP NO. DWG NO. 09-110-A505 SCREEN WALL - SEE G/A506 FOR SECTION EXTERIORBUILDING WALL OF BROOM FINISH WITH 4" SMOOTH TOWELED PERIMETER (EACH PANEL) 1/4" TOOLED CONTRACTION JOINT SEE FLOOR PLAN S=0.5% � I I -I I-_ i -. 4" ;1111�11111�1111-gg11-11111i1 II 1111111. CRUSHED SURFACING TOP COURSE. COMPACT TO 95% OF MAXIMUM DENSITY. COMPACT SUBGRADE TO 95% OF MAXIMUM DENSITY (12" MIN. DEPTH) I-11 I _I 11-11 I. ° -1 18" PRESSURE TREATED 4X4 COLUMN - SEE B/A506 FOR COLUMN TO BEAM ROOF SECTION SIMPSON EPB POST BASE #4 REBAR (TYP.), 2" MIN. COVER R=1/2" CONTROL JOINT 1/2" DEEP AT EVERY EXPANSION JOINT (TYPICAL) —11-1I1-1 7" TOP OF EXISTING A.C. PAVING III -III- 4000 PSI CONCRETE (MIN.) 1, NOTE: INSTALL TOOLED CONTRACTION JOINTS 5' 0.C. AND FULL DEPTH 3/8" EXPANSION JOINT AT 15' O.C. IN SIDEWALK PERPENDICULAR TO DIRECTION OF TRAFFIC. FILL EXPANSION JOINTS WITH PREMOLDED JOINT FILLER. CO\CRETE EDGE SECTIO\ A SCALE: N.T.S. 1/2" 1/4" R EXTERIOR WALL OF BUILDING CV CONCRETE SLAB JOINT SEALANT •.`_ . 4. 5/8" DIA. BACKER ROD ° d CAST -IN-PLACE CONCRETE 1/2" PREMOLDED EXPANSION JOINT FILLER J0\1 S EALA\T TYPICAL S ECTD \ 1A451 A506 COLUN\ TO 3EA EXISTING WOOD BEAM AS OCCURS SIMPSON AC POST CAP PRESSURE TREATED 4X4 COLUMN V GOOF SECTIO\ SCALE: N.T.S. E STARS SECTIO\ SCALE N.T.S. 1A451 A506 1'-6" c N) o. TOP OF EXISTING A.C. PAVING I " 1 A506 1'-0" 2" 1/2" R. #5 BAR CONTINUOUS ON TOP, MAINTAIN 2" CONCRETE COVER. TOP OF EXISTING A.C. PAVING #5 BAR CONTINUOUS ON BOTTOM, MAINTAIN 2" CONCRETE COVER. tel/ PRESSURE TREATED 4X4 COLUMN - SEE B/A506 FOR COLUMN TO BEAM ROOF SECTION 5 1/2 ° • 1" R. 1 1/2" DIA. STEEL HANDRAIL AT EACH SIDE OF RAMP III—III- 8 1/4” CO\CRETE CU�3 SECTIO\ SCALE: N.T.S. 1'-0" #5 REBAR AT 12" O.C. EACH WAY. " 1'-0" TREAD 1 1 11111 -1 I 1=111=111=111=111=111=111 ;III„IIII=,IIIIIIIII;;;;III_,, 3000 PSI CONCRETE (MIN.) 1=11I 0 r) c 1 1/2" DIA. SCHEDULE 40 STEEL PIPE HAND RAILING AND POSTS AT BOTH SIDES OF STAIRS. CLEAN, PRIME AND PAINT. 6" WIDE CONCRETE CURB EACH SIDE OF STAIRS n n 4000 PSI CONCRETE (MIN.) 4 %1 1111111111111111111111111111111 El11E111=111E111 =III—III—III—III—III=III—III— d — I —1 i —1 1-111-111-111-111-111-111-111-11 111=111=111=111-111=111-11_1=111=111=111=111-111-_=111-11 I 11 E111=111=111=111=111=11 I-111=111=111- -I1E111_1II_III_III=111—III-111—III-III_II=III=1 I-11 I-11 I-11 -111_11-II_II-I- III-1 I I=1 I I-1 I I-1 I _ � I —I 11=1 11-1 11-1 11-1 I/ �AM I I I_I 11 11 1/2" 1 1/2" -I 11=1 1=1 11=1 11=1 11=1 11 I-111-111 --111=III=111-111—I BROOM FINISH WITH 4" SMOOTH TOWELED PERIMETER (EACH PANEL) 4" CRUSHED SURFACING TOP COURSE. COMPACT TO 95% OF MAXIMUM DENSITY. SET POSTS WITH 9" EMBEDMENT IN 2 1/2" DIA. SLEEVES EPDXY GROUT VOID BETWEEN PIPE AND SLEEVE CENTER HAND RAILING POST SLEEVES 6" FROM EACH SIDE OF STAIR, STAIRS REQUIRE HANDRAILS AT EACH SIDE OF STAIRS i COMPACT SUBGRADE TO 95% OF MAXIMUM DENSITY (12" MIN. DEPTH) 1A451 A506 F SCALE: N.T.S. 5'-6" 5'-6" 0 s 0 TOP OF EXISTING A.C. PAVING 0 4000 PSI CONCRETE (MIN.) SET POSTS WITH 9" EMBEDMENT IN 2 1/2" DIA. SLEEVES EPDXY GROUT VOID BETWEEN PIPE AND SLEEVE CENTER HAND RAILING POST SLEEVES 6" FROM EACH SIDE OF RAMP, RAMPS REQUIRE HANDRAILS AT EACH SIDE OF STAIRS 1'-6" 1 1/2" DIA. SCHEDULE 40 STEEL PIPE HAND RAILING AND POSTS AT BOTH SIDES OF RAMP. CLEAN, PRIME AND PAINT. 111111111111111011111111111111111111111111111111111111111111111111111111111111111 all ir.l. ° 4 12 I III d ._ _ _ _ _ =111=IIIIIII -111111111111= 4. 4 d ° II—III—III—III—III—III—III—III—I — III—III—III—III -III I1 I I1 I I1 I I1 I 1 111111 I1 I I111—III—I I -111-1I 111 111 111 111 I I-- --= I1S11=111=111=111�- -- - - 11=-=1_=-1=-III-=1-1----1—I-1►11=- -II1—III-- 1 I -III-= I 1 1=III-111-III- 11---1III=1- I1I11I11==1 I 11 11==1 1-1- 1 11II=- 11 1111== IIIIII1=-111=1 1=1 1= 1=1-111-1 1= 1-1 11 1II-1_I_—I-II--- I --1_I = =-1 1=111=1 1=111-1I1-1 1=1=1 -1 1 1 I II- I=II-II=I I II-III-II-II-III=I-III-III_I_I_II-III-II_III 111 =11 III _IIII_III_III__III__III-_- =11I III II _- - - - _ I —1 —1 1-111-111 —11-11-11-11_II1—=1 I1—=111= 111_111 —=111=1=1==1= 1=— I _—I I I—I I —I _ I_I11—=111----111-:-.E111=-1111=- 1 I_—III__III__III_111_ II— I—I= I I=1 I I=1 I I=11 I I=1 I I=1 I I=11 I I=1 I I=1 I I=11 I I_I I I-III--11-III_--11_-11 --1 1= -1 I -III=III=111=III=III=III=III=III=III=III=III=III=III=11=III --11--11--11-III-11-11-11-11-11-11=II1=111=111=111=111=111=111=111=111=111=111=11-111=I111=111=I111=1==11— — I -. .-.. 111-11_111-1- I 11--111-111-111--1111--11-111-11-111-111-111�-111--111-�111-111.1.111.-.111._111-.-111.-.111_.-111_=.1 1 1.=_. 1 _.=.1 1 -1 1 _111=_ 1 I-1 1 I_1 1 I_1 1 I-1 1 I-1 1 I-1 1 I-1 1 I -1I I -1I I1-1 -1 1 I =1 1 _1 1 I-11 II -1 I I1=1 II =1 1 I-1 I _1I -1I -1 1 -1 1 I_1 1 I--1 1-1 1 I_-1 I I-1 II -1 I I-1 I I_1 I I-1 I I-1 I I--1 I I-_1 I I_1 I I_1 I I-111-1 I I_II I.I I I_I I I_I - _III -III_ --—--..,.....III-111=1II-11-11—=11-11-- 1 1--1 1-1 1-1 I—I I—I I -1 1_1 1= 1E -111E1 1II—III1=1II—III_=1II--III —1II—=1II-1II—=1I-1II=-111=-11=-11=11-1II--111—_1II---11-111_-1 —III-11-1III-11 1II=1II=1II=1II=1II=-1II-1II=1II=-1I I-1II=-1II-1II—=1 II—III---III—III----II--III—III—III----III—_—III---III—_III---III-- III---III---III—II 11 ° 4 O 4 a 1. 0 cV 1A451 - BROOM FINISH WITH 4" SMOOTH TOWELED PERIMETER (EACH PANEL) ir .AN P S ECTI O \ 1'-0" 12'-0" RAMP LENGTH 1'-0" 111 E111=111=111=111=111=111=111=1 11=TI—T1=111=1 11=1 11=1 11=1 11=1 I I 1-1 I-11 1E111=1 II—III—III—III—III—III—III—III—I 11- 1=111=111=111=111=111=1 I I=1 I I=1 I I=1 111=111=111=111=111=111=1 I I=111=1 I F 111=111-111-111-111=111-111-11�-1 =III=111=111=111=III=111=III=111=111=_ I-1 11=111=11 I-11 I-111=11 I-111=1 11=1 11=1 .III=111=111=111=111=111=111=111- I I=1 I I=1 I I=1 I=III=1117111=111=111=111=111=111=111=111=III—_ 11 I 1-1 I I III II1=1 1 I. I 1 I-111 111-11 I 111-11 1111-1 11111- COMPACT SUBGRADE TO 95% OF 11r=11 11r 1-1 I I-1 I I1 MAXIMUM DENSITY (12" MIN. DEPTH) A506 4" CRUSHED SURFACING TOP COURSE. COMPACT TO 95% OF MAXIMUM DENSITY. SCALE: N.T.S. SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE OFFICE TENANT IMPROVEMENT 34224 SITTS BKL 10.11.17 Q� Nr° c -- ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN L. McVay APPROVED BY DEPT. DATE CHECKED B. Leslie ENGINEER D. Boileau CHECKED B. Leslie DATE 09.11.17 09.11.17 09.11.17 09.11.17 1A451 A506 3/8" EXPANSION JOINT WITH FILLER 18' MAX. ON CENTER, 1/8" CONTRACTION JOINTS EVERY 6' MAX. BETWEEN. 6" THICK CONCRETE SIDEWALK WITH BRUSHED FINISH (4000 PSI MIN.) 4" CRUSHED SURFACING TOP COURSE. COMPACT TO 95% OF MAX. DENSITY COMPACT SUBGRADE TO 95% OF MAXIMUM DENSITY (12 INCH MINIMUM DEPTH) d -1-I 1=11 E =111=_=_ -111=-111=-111E-1 -11 I-11 I-11 I-1 I--1 CEVE\T CO\C.KTE SIDEWAL4 SECTIO\ SCALE: N.T.S. EXTERIOR WALL OF BUILDING METAL CLOSURE 1" METAL SIDING (PERFORATED 3/4" THICK) INSTALL HORIZONTALLY SPANNED BETWEEN EACH COLUMN FASTENER AT EVERY FLUTE AT EACH COLUMN CONCRETE WALKWAY PER SECTION A/A506 AND D/A506 METAL CLOSURE 1" 4 4 4 4 4 4 I 111111111 SC.EE\ WALL SECTIO\ (D 1A451IA506 EXISTING WOOD BEAM AS OCCURS SIMPSON AC POST CAP PRESSURE TREATED 4X4 COLUMN - SEE B/A506 FOR COLUMN TO BEAM ROOF SECTION SIMPSON EPB POST BASE SCALE: N.T.S. RECEIVED CITY OF TUKWILA OCT 13 2011 PERMIT CENTER ISSUE FOR PERMIT OCTOBER 11,,2017 SUBTITLE MISC SECTIONS AND DETAILS (G A506 REVIEWED FOR CODE COMPLIANCE APPROVED OCT 2 7 2017 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-h111-englneers.com/ Project No.: 18002 Project Mgr.: BKL Proj. Engineer: DCB Proj. Drafter: LAM CURRENT REVISION 34224 SYMBOL DATE 10.11.17 APPROVED APPROVED TITLE ARCHITECTURAL OFFICE TENANT IMPROVEMENT BUILDING 09-110 SHEET A506 JOB NO. 34224 COMP NO. A-DD/1-4 DEV. CENTER, WA DWG No. 09-110-A506 10:59:12 PM SMCCARTHY: 8/16/2017