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Permit D17-0285 - SENIOR HOUSING ASSISTANCE GROUP (SHAG) - TENANT IMPROVEMENT
SENIOR HOUSING ASSISTANCE GROUP (SHAG) 14400 TUKWILA INTERNATIONAL BLVD D17-0285 DCity of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director CERTIFICATE OF OCCUPANCY This certificate is issued pursuant to the requirements of Section 111.2 of the 2015 edition of the International Building Code. At the time of issuance, this structure or portion thereof has been inspected for compliance with the requirements of this code for the occupancy and division of occupancy and the use for which the proposed occupancy is classified. Building Permit No.: D17-0285 Occupant/Tenant: Senior Housing Assistance Group (SHAG) Building Address: 14400 Tukwila International Blvd Parcel No.: 004000-0180 Property Owner: Pacific Northern Construction Company, Inc 201 — 27th Avenue SE, Building A, Suite 300 Puyallup, WA 98374 Use: Office Occupancy Group/Division: B Type of Construction: II -B Automatic Sprinkler System: Provided: Yes Required: Yes Design Occupant Load: Description/Location: C ight, B ilding Official 148 Level 1, Mezzanine 7�/%®%S-- Date THIS CERTIFICATE TO BE CONSPICUOUSLY POSTED ON THE PREMISES Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov Parcel No: Address: Project Name: 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 0040000180 Permit Number: 14400 TUKWILA INTERNATIONAL BLVD Issue Date: Permit Expires On: SENIOR HOUSING ASSISTANCE GROUP (SHAG) D17-0285 1/10/2018 7/9/2018 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: TUKWILA CITY OF 6200 SOUTHCENTER BLVD , TUKWILA, WA, 98188 DIANA KEYS 15200 52 AVE S, STE 300 , TUKWILA, WA, 98188 INTER -CITY CONTRACTORS INC 17425 68TH AVE NE , KENMORE, WA, 98028 INTERCI977PZ U.S. BANCORP COMMUNITY DEV. CORP PO BOX 279 , SAN ANSELMO, CA, 94979 Phone: (206) 204-0518 Phone: (425) 806-8560 Expiration Date: 10/12/2019 DESCRIPTION OF WORK: TENANT IMPROVEMENT (FIRST TENENT/NEW CONSTRUCTION SHELL) FOR CORPORATE OFFICES LOCATED ON LEVEL 1 AND MEZZANINE IN BUILDING D OF TUKWILA VILLAGE Project Valuation: $1,586,947.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: IIB Electrical Service Provided by: TUKWILA Fees Collected: $19,425.04 Occupancy per IBC: A-1 Water District: 125 Sewer District: VALLEY VIEW 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 296-468: WA State Energy Code: 2017 2017 2017 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm. Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 No Permit Center Authorized Signature: Date: hl 0'1 SZ I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature:"I00--"'v" Date: Y Print Name: j/yC�l� "1 . 19 V'k_. 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: 4: 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) 1: 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) 2: 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) 3: 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) 5: Maintain fire extinguisher coverage throughout. 6: 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) 7: 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) 8: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 9: 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) 10: 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) 11: 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) 12: 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) 13: 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) 14: 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) 18: 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) 16: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 15: 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). 19: 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. 20: Maintain square foot coverage of detectors per manufacturer's specifications in all areas including: closets, elevator shafts, top of stairwells, etc. (NFPA 72-17.5.3.1) 22: Maintain automatic fire detector coverage per N.F.P.A. 72. Addition/relocation of walls, closets or partitions may require relocating and/or adding automatic fire detectors. (NFPA 72-17.5.3.1) 23: 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) 21: 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) 24: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 25: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 26: 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. 17: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 27: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 28: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 29: ***BUILDING PERMIT CONDITIONS*** 30: 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. 31: 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. 32: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 33: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 34: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 35: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. ASCE 7, Chapter 13. 36: 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. 37: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 38: Special inspection for sprayed fire-resistant materials applied to structural elements and decks is required. Special inspections shall be based on the fire -resistance design as designated in the approved construction documents. 39: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8 -feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. Periodic special inspection is required during anchorage of storage racks 8 feet or greater in height. 40: 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. 41: A Certificate of Occupancy shall be issued for this building upon final inspection approval by Tukwila building inspector. 42: Every occupied space other than enclosed parking garages and buildings used for repair of automobiles shall be ventilated in accordance with the applicable provisions of the International Mechanical Code. 43: 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). 44: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 45: 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. 46: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0611 EMERGENCY LIGHTING 1400 FIRE FINAL 0409 FRAMING 0606 GLAZING 0502 LATH/GYPSUM BOARD 4046 SI-EPDXY/EXP CONC 4026 SI-STRUCT STEEL 4004 SI -WELDING 0406 SUSPENDED CEILING 0601 WALL INSULATION CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. Project No. U Date Application Accepted: Date Application Expires: (It (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: 144Q0Tukwila International Boulevard King Co Assessor's Tax No.: 0040000180 Suite Number: 100 Floor: 1 & M Tenant Name: Senior Housing Assistance Group (SHAG) PROPERTY OWNER Name: Tukwila Village Development Associates, LL( Address: 201 27th Ave SE, Bldg. A, suite 300 City: Puyallup State: WA Zip: 98374 CONTACT PERSON — person receiving all project communication Name: Diana Keys / Johnson Braund, Inc. Address: 15200 52nd Ave S., Suite 300 City: Seattle State: WA Zip: 98188 Phone: (206) 766-8300 Fax: Email: dianak@johnsonbraund.com GENERAL CONTRACTOR INFORMATION Company Name: Inter -city Contractors, Inc. Address: 17425 68th Ave NE City: Kenmore State: WA Zip: 98028 Phone: (425) 806-8560 Fax: Contr Reg No.: CC 1NTERCI977PZ Exp Date: 10/12/2019 Tukwila Business License No.: BUS -0995459 H:\Applications\Forms-Applications On Line \2011 Applications Permit Application Revised - 8-9-1 I.docx Revised: August 2011 bh New Tenant: m Yes ..No ARCHITECT OF RECORD Company Name: Johnson Braund, Inc. Architect Name: Greg L. Allwine Address: 15200 52nd Ave. South, Suite 300 City: Seattle State:. WA Zip: 98188 Phone: (206) 766-8300 Fax: Email: grega@johnsonbraund.com ENGINEER OF RECORD Name: U.S. Bancorp Community Development Corpo. Company Name: NA (non-structural work) City: San Anselmo State: CA Zip: 94979 Engineer Name: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: U.S. Bancorp Community Development Corpo. Address: PO Box 279 City: San Anselmo State: CA Zip: 94979 Page 1 of 4 BUILDING PERMIT INFORMA15_ 206-431-3670 L) Valuation of Project (contractor's bid price): $ 1,586,947 Describe the scope of work (please provide detailed information): Tenant Improvement (first tenant / new construction shell) for coroprate offices located on level 1 & Mezzanine in Building D of Tukwila Village (permit D14-0326). Existing Building Valuation: $ - Will there be new rack storage? D Yes Z.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below 1 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC Ist Floor 10,020 Type 1A B 2'd Floor Mezzanine 4,784 Type 1 A B 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls. Provided: Standard: 24 Compact: 15 Handicap: 2 Will there be a change in use? 0 Yes Z No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Z 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 Z 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\Fours-Applications On Line \201 I Applications \Permit Application Revised - 8-9-I I.docx Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT IN �VIATION — 206-433-0179 Scope of Work (please provide detailed information): Call before you Dig: 811 Pi ase refertoTtiblicWorks Bulletin #1 fo'r fees an& estimate'slieet i Water District ❑ ...Tukwila ❑ ... Water District #125 ❑ ... Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate ❑ .. Highline ❑...Valley View ❑ .- Renton ❑ ... Sewer Availability Provided ❑ .. Renton ❑ .. Seattle Septic System: ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑ ...Bond 0 .. Insurance 0 .. Easement(s) ❑ .. Maintenance Agreement(s) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way ❑ Non Right-of-way ❑ ❑ ...Total Cut cubic yards ❑ ...Total Fill cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities 0 ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑...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 0 .. 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 ❑ If FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water 0 ...Sewer Monthly Service Billing to: Name: ❑ "-..Sewage Treatment Mailing Address: Day Telephone: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip H:\Applicatioiis\Forms-Applications On f.ine\201 I ApplicationstPermit Application Revised - 8-9- I I.docit 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 OWNE UT ORI Signature: Print Name:A !-`. r Pork - V/ Day Telephone: (5-79e=2 3/-- Soa/ Mailing Address: �%( O / 7 m -U Ce/ r( f J7Le T ao% Pp/4p/ W# rJZip X 7/ City / State Date: 270 ° 7 H:Wpplications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 4 of 4 o.NILAh, 70 JI 1 0 L905 Cash Register Receipt City of Tukwila Receipt Number R13300 DESCRIPTIONS ACCOUNT I QUANTITY PermitTRAK PAID $11,999.54 D17-0285 Address: 14400 TUKWILA INTERNATIONAL BLVD Apn: 0040000180 $11,999.54 DEVELOPMENT $11,428.35 PERMIT FEE R000.322.100.00.00 0.00 $11,423.85 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $571.19 TECHNOLOGY FEE R000.322.900.04.00 0.00 TOTAL FEES PAID BY RECEIPT: R13300 $571.19 $11,999.54 Date Paid: Wednesday, January 10, 2018 Paid By: ONYX HOUSING CORPORATION Pay Method: CHECK 1447 Printed: Wednesday, January 10, 2018 1:18 PM 1 of 1 CRWSYSTEMS Cash Register Receipt City of Tukwila Receipt Number R1.2620 DESCRIPTIONS QUANTITY PermitTRAK D17-0285 ; Address: 14400 TUKWILA INTERNATIONAL BLVD ;Apn: 0040000180 PAID $7,425.50 $7,425.50 $7,425.50 $7,425.50 $7,425.50 DEVELOPMENT PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R12620 R000.345.830.00.00 0.00 Date Paid: Friday, October 20, 2017 Paid By: ONYX HOUSING Pay Method: CHECK 1436 Printed: Friday, October 20, 2017 2:18 PM 1 of 1 SYSTEMS Seras INSPECTION NO. INSPECTION RECORD Retain a copy with permit �I7CZS PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 7r LtS I1 t Sctt►on: T'tiof insId rt L Address: It *� .Project: -131—VC s --_ Special Instructions: (s4 PtV.) Date Wanted: 6-.26 -201S .m Requester: Phone No: 1.1 pproved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: 20C 2i Date: l_(� REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit 1D1-1-028.5 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: 1�.�5 Tof Insp�tion: / �� L ull� 1 Address: (� IP Or)i s w n S £L Date Called: Special Instructions: S k )4. B05. Date Wanted: /^ W ' �. ry %�} Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: (Y5m, /. �ol cc+ (1pi-/t) Akti /Yeti, Inspectors, I I Date6 REINSPECTION FEE —e i . 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 D17 -0266 - Project . / � 5. i4i o Type of Inspection: f rek-v'i i Address: // O TLc, O Odic Called? =,64not. CS LVcP, Special Instructions: Date Wanted: Co -17 - a-cirr p.m. Requester: Phone No: Approved per applicable codes. E Corrections required prior to approval. COMMENTS: 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 D 17-n2gs- Project: ~t - Type of Inspection: sysP Uyv eii '4 r Address: Date Called: Special Instructions Pae- D 771. l . .m. Date Wanted: _ / �,/t5 p Requester: Phone No: Approved per applicable codes. []Corrections required prior to approval. CO�►+IMENTS: t<— C6 toy / w�/sem .,f<- cosfoiOi,Q c tilyCr Inspector: Date: ` 15.../e REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 t 17- bZES t: &ntot iSS" u Type of Ins ecti S nc CProJa e Address: POLWO -.kW L.4 i Special Instructions: (/) Date Wanted:m; (0-14-2.01 Requester: Phone No: 0 Approved pe COMMENTS: Corrections required prior to approval. Ravy-(ar-Aexs)�-o Date II -201e 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 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project, ote- iclutt/9 C( Typ of Inspecti cC1 f cs' h K& d: dddress: MO iii4a) L�. U Lwk Date C ea�� Special Instructions: Date Wanted�'CO 070/ Requester �1 ✓i J Ka: vvtI Phome No: 000,26# - os Approved per applicable codes. O Corrections required prior to approval. COMMENTS: Sus/29,4(1a Ce)1 t iE- filL'ZZC074qCcS� � dK -6- _2(ve Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. a? 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 Dl7—c2651 Project: Ser%to-,- %►5t Ass. Cro-vr Type of Inspection:1I * �CXGIc_ Address: By'400 17,(14,0,`&., BL'd , Awl, i t/ Special Instructions: C S%j, Fr/4-Mi rki. Date Wanted: - 2-10- Z-0/ Ca.m2 p.m. Requester: Phone No: ElApproved per applicable codes. E Corrections required prior to approval. COMMENTS: %t bri 1%C1ts / 'enktvsgo Inspector: X Date: 3-27.2/ 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 INSPE ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Type of Inspection: Address: — 11f *}6 1• rii a Date Called: Special Instructions:T 13L -DG -3) Date Wanted: L --18 a.m. p.m. Requester: Phone No: Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: ®R- L/i/V i-- ( '' 1+f2 /NI4 , fart_ /4/4L1-4— Inspector: '1a` -- Inspector: Date: —.41b1 b 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- - F-1167 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: I/V. t CG Type of Inspection:FA. . Addres : Suite #: fQ r($ Contact Person: E.` Special Instructions: .-- ' f"- /AP' /9-70p-{6-eArt--"I Phone No.: - i Approved per applicable codes. Corrections required prior to approval. COMMENTS: -j€ 5 Sprinklers: 'f -e- . I ti -e- Hood & Duct: I ' f"- /AP' /9-70p-{6-eArt--"I Monitor: /.e,,,v" ' 4 Pre -Fire: xi/4e it -DO c';3 D-eA/ L 6 es ( to -.2et 6y-,,e4A -Spes;t- -e_ - c-9v-e-,re-tl,c-- pv co.( 1---e, 9`.1,(..e__ 6 oaR .mid- 1 0 I'( '{ til �'ul ApeeV-613 v At eej erns (1 _ 10_5:P. Needs Shift Inspection: -j€ 5 Sprinklers: 'f -e- . Fire Alarm: ti -e- Hood & Duct: I Monitor: /.e,,,v" ' 4 Pre -Fire: xi/4e _ Permits: Occupancy Type: K Inspector:hi.? 6L-' Date: .4 A9 /f( Hrs.: f $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION RECORD Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIE DEPARTMENT 206-575-4407 ()17-0255 Project:Type yr Vt (ir, t� f66 b - T `i of Inspection: ,.i,�-�- Address: f_ Suite #: /4� Ti 6 Contact Person: flAt k,t7 Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: I/CS Hrs.: Fire,Alarm: tirs Hood & Duct: P:Wle&,rc,.e 1,4 c 1 lick`f t cAO ,4 y2-CVb� / f I / i V Occupancy Type: V / rt .".//12, 11-07 S . X1 GEi r2-frt' G77lioJ / 2A t i/S i livSt vvL-12-tr'` W*6E Needs Shift Inspection: Sprinklers: I/CS Hrs.: Fire,Alarm: tirs Hood & Duct: Monitor: t Pre -Fire: / Permits: Occupancy Type: V / 1 Inspector: IY! s-Lj--- Date: C:i-u) AV Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 ' T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain'a copy 'with permit ( 2sl ilF/MMWB PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-440 Project7 c/k_ til(16., : 104 D Type of Inspection• Address:� Suite #: - l t. e Contact Person: Special Instructions: r F( Of Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: nie__-7-7) 4-7-g_, Hood & Duct: Monitor: ,-s. f - LLeffJ L 1 E- -- tl- Permits: /9-N ,e -?NAD d te tiNE 62 EV lei/e' F( Of P t`---1 ,flC22. 9 D D 6 OVA ,, E ' /f` 7" //•67Y9u-6 N\ 5744 "" /4--)9-1) 8z -4--t-6 &-Z.t z- /2 - , S)-.. ' i ---D -i D' (l OolQ 6r'I phiv-k 11\4j 66(249-67E- 'f z_ r'Pe,.- )44E-2_ . Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: ern -- Date: _//1.•qh Hrs.: f $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 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing PROPRIETARY ANCHOR ADHESIVE INSPECTION REPORT Job Number: 18-0302 Project: Address: Inspector: Report Number: Tukwila Village - Shag T.I. (Building D) 14400 Tukwila International Blvd., Tukwila Ernest Leimkuhler Description/Location: Intended Use: 370609 Client: Address: Date: Permit Number: 1,D17-0285 Tukwila Village Development Associates, LLC 201 27th Avenue SE, Building A, Suite 300, Puyallup 4/23/2018 Inspected the epoxy grouted installation of (4) s/" diameter x 8" long all thread anchor bolts for staircase base plate to slab per Curved Stair Drawings at E.6/4.0, 18t floor to mezzanine. The inspected work was found to be done as per approved project documents. Anchor staircase base plate to existing slab Building Code & Year: IBC 2015 Reinforcing Steel ® All Thread; Bar/Dowel Size & Quantity: Anchor Size & Quantity: 3/4" (4) Rebar Manufacturer: Rebar Grade: ❑ 40 0 60 0 Other: Type of Steel (ASTM): E A-36 0 A-325 0 A-449 E Other: grade 36 Type of Bar: 0 A-615 ❑ A-706 0 A-775 0 Other: Special Ductile Quality (SDQ): ❑ Yes ❑ No Anchor Length: 8" Hole Depth: 6'/" Required Embedment: 6" Hole Diameter: 7/8" Concrete Thickness: Hole Orientation: E Vertical Down ❑ Vertical Up 0 Horizontal Concrete Strength: Base Material: E Normal Weight Concrete ❑ Light Weight Concrete 0 CMU 0 Brick 0 Composite Deck Hole Cleaning: E Compressed Air ❑ Hand Pump 0 Other: Brushed: E Yes 0 No Drill Bit (ANSI B212.15): Compressed Air PSI: 150 Hole Condition: E Dry 0 Damp 0 Water Saturated ❑ Submerged E Yes ❑ No Adhesive Type: Simpson AT XP Weather: Indoors, dry Reference Standard(s) Used: Copies to: Client Engineer X Owner X Contractor Architect X Building Dept. Approved Diamond Cored Hole: ❑ Yes El No Expiration Date: 10/2018 Ambient Temperature: 48°F Others IAPMO UES ER 263 Substrate Temperature: 59°F CITY OF TUKWILA MAY 23 2018 PERMIT CENTER Technical Responsibility: Conforms X Does Not Conform Walter anseC n, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725-4600 or 1-888-OTTO-4-US - Fax (206) 723-2221 Foim No.: ADMIN -86-02 (Rev. 05/13) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing CONSTRUCTION INSPECTION REPORT Report Number: 370608 Project: Tukwila Village - Shag T.I. (Building D) Address: 14400 Tukwila International Blvd, Tukwila Client: Tukwila Village Development Associates, LLC Permit Number: D17-0285 Job Number: 18-0302 Client Address: 201 27th Ave SE, Puyallup Inspections Performed Steel Decking Structural Steel Fabrication Structural Steel Erection X Other (specify): Other (specify): Inspector -' and Date Ernest Leimkuhler Remarks.; On site for periodic visual inspection of structural steel welds, and adhesive anchors, to AWS D1.1, 4/23/2018 to AISC 360, IBC 2012 and signed approved drawings. Inspected items: tennant improvement, installation of curved stair per Curved Stair Drawings located at gridlines E.6/4.0 from 1St floor to mezzanine. 1. Stair header plate to slab edge embed 2. Adhesive anchor bolts for stair footer to slab See anchors report #370609 PM Possible non-conformance: The engineer's drawings include an upper plate to be epoxy anchored to the underside of the mezzanine slab and welded to the stair header. This plate and anchors do not exist on the installed stair RECEIVED Clarification from the engineer of record is required. CITY OF TUKWILA Welder: welder certifications previously verified MAY 18 2018 Conformance Pending Engineer of Record Review Copies to: Client Engineer X Owner X Contractor Architect X Building Dept. Others Technical Responsibility: PERMIT CENTER alter C blansen, Project Mag -rr This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725-4600 or 1-888-OTTO-4-US - Fax (206) 723-2221 Form No.: ADMIN -63-05 (Rev 10/10) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing RECEIVED CITY OF TUKWILA MAY 18 2018 PERMIT CENTER PROPRIETARY ANCHOR ADHESIVE INSPECTION REPORT Job Number: 18-0302 Project: Address: Inspector: Report Number: Tukwila Village - Shag T.1. (Building D) 14400 Tukwila International Blvd., Tukwila Dwayne Helgeson 358141 Client: Address: Date: Permit Number: D17-0285 Tukwila Village Development Associates, LLC 201 27'" Avenue SE, Building A, Suite 300, Puyallup 4/26/2018 Description/Location: Inspected the epoxy grouted installation of (2)'/e" diameter x 7" long all thread anchor bolts at overhead slab in room call center, for metal stairs support bracket. The inspected work was found to be done as per approved project documents. Intended Use: Anchor bolts for stair support bracket Building Code & Year: IBC 2012 `Reinforcing Steel It. Thread`: Bar/Dowel Size & Quantity: Anchor Size & Quantity: Ms" (2) Rebar Manufacturer: Rebar Grade: 0 40 ❑ 60 ❑ Other: Type of Steel (ASTM): 0 A-36 0 A-325 0 A-449 ® Other: Type of Bar: 0 A-615 El A-706 ❑ A-775 ❑ Other: Special Ductile Quality (SDQ): ❑ Yes ❑ No Anchor Length: 7" Hole Depth: 41/2" Required Embedment: 4" Hole Diameter: 7/8" Concrete Thickness: 12" Concrete Strength: Hole Orientation: ❑ Vertical Down ® Vertical Up 0 Horizontal Base Material: ® Normal Weight Concrete 0 Light Weight Concrete ❑ CMU ❑ Brick 0 Composite Deck Hole Cleaning: 0 Compressed Air El Hand Pump 0 Other: Compressed Air PSI: Brushed: El Yes 0 No Hole Condition: El Dry ❑ Damp 0 Water Saturated 0 Submerged Drill Bit (ANSI B212.15): IEJ Yes ❑ No Approved Diamond Cored Hole: ❑ Yes ® No Adhesive Type: Simpson AT XP Weather: Indoors, dry Reference Standard(s) Used: Copies to: Client X Owner Architect Engineer X Contractor X Building Dept. Expiration Date: 10/28/2018 Ambient Temperature: 70°F Others Omments': IAPMO UES ER 263 Substrate Temperature: 54°F Technical Responsibility: Conforms X Does Not Conform alter Hansen, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725-4600 or 1-888-OTTO-4-US - Fax (206) 723-2221 Foran No.: ADMIN -86-02 (Rev. 05/13) OTTO ROSENAU & ASSOCIATES. INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number: 353573 Project: Address: Client: CONSTRUCTION INSPECTION REPORT Tukwila Village - Shag T.I. (Building D) 14400 Tukwila International Blvd, Tukwila Tukwila Village Development Associates, LLC Permit Number: Job Number: Client Address: D17-0285 18-0302 201 27th Ave SE, Puyallu Inspections Performed Steel Decking Other (specify): Fillet Welds X Other (specify): Structural Steel Fabrication X Structural Steel Erection Inspector and Date Remarks Mike Sorantino Visually inspected, at Global Metals fab shop fabrication and welding of curved stairway prior to 4/11/2018 shipping. Work appeared satisfactory and in conformance with AWS D1.1 and shop drawings. Conforms Copies to: Client Engineer X Owner X Contractor Architect X Building Dept. Others Technical Responsibility: Walter C Hansen, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725-4600 or 1-888-OTTO-4-US - Fax (206) 723-2221 Foran No.: ADMIN -63-05 (Rev 10/10) CFM HEATING & COOLING, INC. PO Box 3205 Kirkland, Washington 98083 Phone: 425-821-1293 Fax: 425-821-1343 Dn -oaas AIR OUTLET - TEST REPORT Project: SHAG offices 1 H.V.A.C. System or Unit: 1 Split heat pumps Location 14400 International Blvd, Tukwila WA Outlet Manufacturer: I Shoemaker- _ AREA SERVED No. OUTLET TYPE SIZE DESIGN CFM PRELIMINARY CFM FINAL CFM Office S17 1 Supply 10" 275 214 269 Office S16 2 Supply 10" 275 179 280 Open area 3 Supply 12x12 250 270 255 Open area 4 Supply 10x10 250 163 241 Office SO8 5 Supply 8" . 150 98 147 Conf SO6 6 Supply 8" 250 302 246 Open area 7 Supply 12x12 400 270 396 Reception S20 8 Supply 12x12 300 336 301 Work room SO4 9 Supply 10" 300 204 295 Office SO9 10 Supply 8" 150 87 146 Open office S12 11 Supply 8" 150 78 149 Open office S12 12 Supply 8" 150 132 151 Office S14 13 Supply 8" 150_ 63 145 Office S10 14 Supply 8" 200 212 202 Open office S12 15 Supply 8" 200 ' 234 201 Open office S12 16 Supply 8" 200 145 189 Office S13 17 Supply 8" 175 112 174 Storage S15 18 Supply 8" 150 100 147 Call Center S05 19 Supply 8" 200 234 203 Call center S05 20 Supply 10" 300 360 298 Hallway 21 Supply 12x12 300 317 300 NOTES: Grilles 1-4 on AH -5A. Grilles 5-13 on AH -9. Grilles 14-21 on AH -11. TEST DATE: 06-05-18 READINGS BY: _John Fitzgerald PAGE _1_ OF RECEIVED CITY OF TUKWILA JUN 2 8 2018 PERMIT CENTER CFM HEATING & COOLING, INC. PO Box 3205 Kirkland, Washington 98083 Phone: 425-821-1293 Fax: 425-821-1343 AIR OUTLET — TEST REPORT Project: SHAG offices H.V.A.C. System or Unit: Split heat pumps Location 14400 International Blvd, Tukwila WA Outlet Manufacturer: Shoemaker AREA SERVED No. OUTLET TYPE SIZE DESIGN CFM PRELIMINARY CFM FINAL CFM Circulation S35 22 Supply 10x10 150 178 151 Conf SO3 23 Supply 8" 250 149 244 Nest SO2 24 Supply 8x8 100 64 93 Office S45 25 Supply 10x10 250 314 247 Open area 26 Supply 10x10 250 335 257 Storage S43 27 Supply 8x8 100 71 97 Office S44 28 Supply 10x10 200 289 204 Open office S18a 29 Supply Supply 10" 10" 400 250 297 314 395 260 Open office S18a 30 Open office S18a 31 Supply 10" 250 289 248 Open office S18a 32 33 Supply Supply 10" 10" 400 300 294 316 389 306 Open office S18a Open office S18a 34 Supply 10" 400 178 394 Compliance storage S42 35 Supply 10" 300 294 294 Open offices S41 36 Supply 10" 300 187 287 Open offices S41 37 Supply 10" 300 360 307 Open offices S41 38 Supply 10" 300 247 295 Office S40 39 Supply 8" 200 132 191 Office S39 40 Supply 8" 150 91 146 Conf S38 41 Supply 10" 300 214 295 Open area 42 Supply 12x12 300 368 310 NOTES: Grilles 22-24 are on AH -11. Grilles 25-28 are on AH -5B. Grilles 29-34 are on AH -8. Grilles 35- 40 are on AH -10. Grilles 41-42 are on AH -4 TEST DATE: _06-05-18 READINGS BY: _John Fitzgerald PAGE _2 OF _3 CFM HEATING & COOLING, INC. PO Box 3205 Kirkland, Washington 98083 Phone: 425-821-1293 Fax: 425-821-1343 Project: : SHAG offices AIR OUTLET — TEST REPORT H.V.A,C. System or Unit: Split heat pumps Location I 14400 International Blvd, Tukwila WA I Outlet Manufacturer: I Shoemaker AREA SERVED No. OUTLET TYPE SIZE DESIGN CFM PRELIMINARY CFM FINAL CFM Copy center S37 43 Supply 8" 150 68 141 Restroom 44 Supply 6x6 100 41 90 Restroom 45 Supply 6x6 100 54 94 Restroom 46 Supply 6x6 100 67 93 Restroom 47 Supply 6x6 100 47 102 Corridor S36 48 Supply 12x12 450 517 449 Office 49 Supply 8" 150 112 146 Office 50 Supply 8" 150 134 152 Production S19a 51 Supply 12" 400 380 391 Training S19 52 Supply 12" 400 315 396 Training S19a 53 Supply 12" 400 439 401 Lobby seating S28 54 Supply 12" 500 397 498 Shag collaborate S23 55 Supply 10" 350 264 340 Office S22 56 Supply 10" 350 341 351 Open office S24 57 Supply 10" 325 297 314 Open office S24 58 Supply 10" 325 348 330 Open office S24 59 Supply 10" 325 212 318 Open office S24 60 Supply 10" 325 297 319 Open area 61 Supply 12x12 400 267 385 Open area 62 Supply 12x12 400 247 378 Open area 63 Supply 12x12 400 198 396 NOTES: Grilles 43-48 are on AH -4. Grilles 49-54 are on AH -7. Grilles 55-60 are on AH -6. Grilles 61-36 are on HRV-1 TEST DATE: _06-05-18 READINGS BY: John Fitzgerald PAGE _3 OF _3 ABO.SSEIN ENGINEERING, LLC Mechanical Electrical -1~ire Protection -Civil Structural - Llr) D 18466 NH 68th St, #240, Redmond, WA 98062 - CFA 42 462-9441 / fax:(426).462-9451- ph: ( 6? • SITE VISIT REPORT DATE: April 23rd, 2018 TO: Bryan Park PROJECT: Building D Apts FROM: Gary Womack THE FOLLOWING WAS NOTED: General FIELD INSPECTION DATE: April 23rd, 2018 JOB NUMBER: 216134 LOCATION: SeaTac, WA. 1. Pressurization fans, supply fans and exhaust fans was energized in about 10 seconds of fire alarm initiation. The transfer of building power to standby power energized stair pressurization fans within 20 seconds. This time differential is within acceptable range per NEC 701.12 and IBC 2702.1.3 . 2. Pressure differentials between shaft wall and from floor to floor meet the code requirements. The pressure differences at the stair wells and corridor are within acceptable ranges per IBC 909.20.5. 4. Upon inspection the Elevator lobby doors were listed for 20 min. Al Metzler believes these need to be 45 min rated due to this is elevator lobby. Architect to verify. 5, It appears the Fire Chief wants a smoke test to verify flow of smoke to the exhaust grille in the dwelling unit egress corridor. Smoke test to be arranged with Tukwila Fire Department 6. A commissioning report regarding all mechanical smoke control measurements is required. Mechanical contractor to forward and air balance report and commissioning report in regard to the mechanical smoke control system. RECEIVED CITY OF TUKWILA JUN 28 2018 PERMIT CENTER FOOT NOTE: This report does not relieve the contractor from complying with construction documents, local jurisdictions' requirements and all applicable codes and standards, enforced at this job site. S:\216134\Calc-Mech\Bldg. D\ SITE INSPECTION REPORTS \SITE INSPECTION REPORT_4_23_18.doc Page l of 1 111101111C AIRTEST Co. Inc. SHAG Building D Tukwila PRESSURIZATION TESTING Floor 6 Data reported below obtained while zone is in alarm and all systems postured for smoke control Date: 23 -Apr -18 Pressurization Tests Actual Pressure f Door Pull (<30# acceptable) Pressure from Floor above to Stair 1 N/A in.w.g. Pass Pressure from Floor above to Stair 2 , N/A in.w.g. Pass Pressure to Floor Above N/A in.w.g. Pass Pressure to Floor Below 0.21 in.w.g. Pass Pressure from Floor to Stair 1 0.22 in.w.g. Pass Pressure from Floor to Stair 2 0.22 in.w.g. Pass Pressure from Floor below to Stair 1 — 0.08 in.w.g. Pass Pressure from Floor below to Stair 2 0.16 in.w.g. Pass Floor 5 Data reported below obtained while zone is in alarm and all systems postured for smoke control Pressurization Tests ' '\Actual Pressure Door Pull (<30# acceptable) Pressure from Floor above to Stair 1 0.08 in.w.g. Pass Pressure from Floor above to Stair 2 0.07 in.w.g. Pass Pressure to Floor Above 0.19 .in.w.g. Pass Pressure to Floor Below 0.21 in.w.g. Pass Pressure from Floor to Stair 1 0.22 in.w.g. Pass Pressure from Floor to Stair 2 0.22 in.w.g. Pass Pressure from Floor below to Stair 1 0.08 in.w.g. Pass Pressure from Floor below to Stair 2 0.07 in.w.g. Pass Floor 4 Data reported below obtained while zone is in alarm and all systems postured for smoke control Pressurization Tests Actual Pressure Door Pull (<30# acceptable) Pressure from Floor above to Stair 1 0.07 in.w.g. Pass Pressure from Floor above to Stair 2 0.08 in.w.g2 Pass Pressure to Floor Above 0.19 in.w.g. Pass Pressure to Floor Below 0.19 in.w.g. Pass Pressure from Floor to Stair 1 0.28 in.w.g. Pass Pressure from Floor to Stair 2 0.27 in.w.g. Pass Pressure from Floor below to Stair 1 0.07 in.w.g. Pass Pressure from Floor below to Stair 2 0.07 in.w.g. Pass AIRTEST Co. Inc. SHAG Building D Tukwila PRESSURIZATION TESTING Floor 3 Data reported below obtained while zone is in alarm and all systems postured for smoke control Date: 23 -Apr -18 Pressurization Tests Actual Pressure I Door Pull (<30# acceptable) Pressure from Floor above to Stair 1 Pass 0.07 in.w.g. Pass Pressure from Floor above to Stair 2 ' 0.09 in.w.g. Pass Pressure to Floor Above 0.17 in.w.g. Pass Pressure to Floor Below Pressure to Floor Above 0.19 in.w.g. Pass Pressure to Floor Below Pressure from Floor to Stair 2 0.20 in.w.g. Pass Pressure from Floor to Stair 1 0.26 in.w.g. Pass Pressure from Floor to Stair 2 0.29 in.w.g. Pass Pressure from Floor below to Stair 1 0.06 in.w.g. Pass Pressure from Floor below to Stair 2 0.08 in.w.g. Pass Floor 2 Data reported below obtained while zone is in alarm and all systems postured for smoke control Pressurization Tests Actual Pressure Door Pull (<30# acceptable) Pressure from Floor above to Stair 1 0.06 in.w.g. Pass Pressure from Floor above to Stair 2 0.07 in.w.g. Pass Pressure to Floor Above 0.17 in.w.g. Pass Pressure to Floor Below N/A in.w.g. Pressure from Floor to Stair 1 0.21 in.w.g. Pass Pressure from Floor to Stair 2 0.24 in.w.g. Pass Pressure from Floor below to Stair 1 N/A in.w.g. Pressure from Floor below to Stair 2 N/A in.w.g. Comments: Both Stairs outside of Smoke zones are set to run in 0.15-0.17 pressure range. TRI-STATE PLUMBING'S BACKFLOW ASSEMBLY TEST REPORT ASSEMBLY ID # NEW rdi1 - 00133 cit Di/ - 0285 04,4,40 �S NAME OF PREMISE TUKWILA VILLAGE Commercial ieResidential 0 . SERVICE ADDRESS 14400 Tukwila International Blvd Bldg 1) CITY TUKWILA ZIP 98188- CONTACT 8188 CONTACT PERSON Tri-State Plumbing, Gene LOCATION OF ASSEMBLY /A/ /n DOWNSTREAM PROCESS 0 O07E S 77 c^ PRONE (425)864-1514 AD©v 7 DCVA • 0 RPBA tr' PYBA 0 OTHER NEW INSTALLATION ® EXISTING 0 REPLACEMENT�0 OLD ASSEMBLYSERIAL NUMBER. MAKE OF ASSEMBLY (/4 TTS MODEL !GS 7 SERIAL NO. UE L- — 2 O %O SIZE 9 „ USC APPROVED ASSEMBLY YES eI'NO 0 PROPER INSTALL YES QiNOCD PROPER ORIENTATION YES I3''N00 INITIAL TEST PASSEDBliHELD FAILED ❑ PCVA / RPBA PCVA / RPBA RPBA PVBAJSVBA CHECK VALVE NO.1 CHECK VALVE NO2 ¢ OPENED AT2 O PSID AIR INLET OPENED AT PSID LEAKED ❑ CLOSED TIGHT i- PSID LEAKED 0 CLOSED TIGHT re PSID #1 CHECK 2 PSID DID NOT OPEN • 0 CHECK VALVE AT PSID AIR GAP OK? YD'S LEAKED 0 FULLY OPENED YES I NO D NEW PARTS AND REPAIRS CLEAN REPLACE PART CLEAN REPLACE PART aux REPLACE PART ❑ ❑ CLEANED 0 • ❑ • o REPAIRED I TEST AFTER REPAIRS . PASSED 0 FAILED ❑ CLOSPD TIGHT 0 PSID CLOSED TIGHT ❑ PSII) OPENED AT PSID AIR INLET PSID #1 CHECK PSID CHK VALVE PSID FULLY OPENED YES 0 NO ❑ AIR GAP INSPECTION: PASS 0 FAIL❑ SUPPLY PIPE DIAMETER. " AIR GAP SEPAERATION " DETECTOR METER REMARKS: LINE PRESSURE 8X—PSI By my signature I certify that I personally inspected and field tested the bacldlow assembly using field test procedures meeting WAC246-290-034 and test equipment meeting WAC246-292-034. The information in this report is true and accurate TESTERS SIGNATURE: s�--. - CERT. NO. B2642 DATE /14' 1S / 7 TESTERS NAME PRINTED: Rick Hanson TESTERS PHONE.# (425)778-5363 REPAIRED BY: DATE FINAL TEST BY: CERT. NO. HECEIVEU CALIBRATION DATE ,2 -13 -17 GAUGE # 01051580 MODEL Mid -West 845-5 SERCISTENteraticKWCANo JUN 2 8 2018 PERMIT CENTER TRI-STATE PLUMBING'S BACKFLOW ASSEMBLY TEST REPORT ASSEMBLY ID # NEW NAME OF PREMISE TUKWILA VILLAGE Commercial Residential 0 SERVICE ADDRESS 14400 Tukwila International Blvd Bldg CITY TUKWILA ZIP 98188 CONTACT PERSON Tri-State Plumbing, Gene PHONE (425)864-1514 LOCATION OF ASSEMBLY 6 77/ /4. 004. 7 eft hi DOWNSTREAM PROCESS T R4S/j C f it 7Z- DCVA 0 RPBA 124VBA 0 OTHER NEW INSTALLATION Cl EXISTING 0 REPLACEMENT 0 OLD ASSEMBLY SERIAL NUMBER MAKE OF ASSEMBLY 4/sf' 713 ODEL C/ oOf f713 r SERIAL NO. / 7 03 ?/ SIZE �Y USC -APPROVED ASSEMBLY YES a NO ❑ PROPER INSTALL YES ❑ NO 'PROPER ORiEN ATt YES IYNOCl INITIAL TEST PASSED 0 FAILED B DCVA / RPBA DCVA / RPBA RPBA PVBA/SVBA CHECK VALVE NO.1 CHECK VALVE NO.2 OPENED AT PSID AIR INLET OPENED AT PSID LEAKED 1:2( CLOSED TIGHT 0 PSID LEAKED 0 CLOSED TIGHT 0 PSID #1 CHECK PSID DID NOT OPEN 0 CHECK VALVE HELD AT PSID AIR GAP OK? s3 LEAKED - 0 FULLY OPENED YES 0 NO NEW PARTS AND REPAIRS CLEAN REPLACE PART lIK ❑ CLEAN REPLACE PART ©. ❑ CLEAN REPLACE PART CLEANED • ■ REPAIRED ■ TEST AFTER REPAIRS PASSED Li'l"Q FAILED 0 • `/ CLOSED TIGHT C7 PSID CLOSED TIGHT or" PSID ° OPENED AT 3:2. PSID . AIR INLET PSID #1 CHECK t. L PSID CHK VALVE PSID FULLY OPENED YES 0 NO 0 AIR GAP INSPECTION: PASS 0 FAILO SUPPLY PIPE DIAMETER " AIR GAP SEPAERATION " DL I ECTOR METER REMARKS: S 4IO/OL7 '/oz. C C asi_ 72, 7i57 Ca c>Y f ///` s' 611 #Z L i rI ti if.) Aj :si r/1944z l,,, C (.. 4%44.,i D , LINE PRESSURE By my signature I certify that I personally inspected and field tested the backflow assembly using field test procedures meeting WAC246-290-034 and test equipment meeting WAC246-292-034. The information in this report is true and accurate TESTERS SIGNATURE: TESTERS NAME PRINTED: '-',gel -ST/I REPAIRED BY: FINAL TEST BY: Rick Hanson CERT. NO. B2642 DATE 3-2 I; /t TESTERS PHONE # (425)778-5363 DATE S- 27 /�' CERT. NO. 4.26 Y2 DATE S-2 9 -/cr CALIBRATION DATE 2-- /6-/d' GAUGE # 01051580 MODEL Mid -West 845-5 SERVICE RESTORED YES lia< 0 AACRA Backflow Testing and Repair, Inc. BACKFLOW PREVENTION ASSEMBLY TEST REPORT (360) 668-1117 . 0'i.9074"l`61 WATER PURVEYOR King County Water District 125 ACCOUNT # ASSEMBLY ID/FILE #/UTILITY.DEVICE # Meter # NAME OF PREMISE Tukwila Village SERVICE ADDRESS 4450 S 144th St CONTACT PERSON Teresa Hanes LOCATION OF ASSEMBLY B14g E Ecvs )- Std?, Commercial a4 - ,i Residential Tukwita ZIP 98188 PHONE (253) 395-7370 6idis p l� ‘,101,644-1- DOWNSTREAM 1J.o44t DOWNSTREAM PROCESS (AMP DCVA RPBA F_ PVBA ` OTHER NEW INSTALL `.,/ EXISTING L REPLACEMENT REMOVED OLD SER.# APPROVED ASSEMBLY? YES ; NO ' I MAKE OF ASSEMBLY \a(p MODEL °6-6 PROPER INSTALLATION? YES :/ NO SERIAL NO. 1 f 37o1.(6 SIZE /.5.-'t INITIAL TEST PASSED xLEAKED FAILED r DCVA / RPBA DCVA / RPBA RPBA PVBA I SVBA CHECK VALVE NO.1 CHECK VALVE NO.2 OPENED AT PSID AIR INLET OPENED AT PSID CLOSED TIGHT ,K L✓ 21 PSID CLOSED TIGHT gj LEAKED 2.2 PSS 4#1 CHECK PSID DID NOT OPEN Fl AIR GAP OK? NEW PARTS AND REPAIRS CLEAN REPLACE PART , - CLEAN REPLACE PART , n CLEAN REPLACE PART I-1 i_ i CHECK VALVE HELD AT PSID !' E I ,7 17 LEAKED — �_1 El L _. ,_i CLEANED • i,_- _ REPAIRED Cl :T- --c Li _ TEST AFTER REPAIRS PASSED 7 FAILED -, , CLOSED TIGHT ? ? _ LEAKED -- PSID CLOSED TIGHT El LEAKED EI PSID RV EXERCISED OPENED AT PSID AIRI'ET PSID CHK VALVE PSID #1 CHECK PSID AIR GAP INSPECTION: SUPPLY PIPE DIAMETER DETECTOR METER READING LEFT SERVICE AS FOUND Isolation valve: Open rii Closed SC: SOV#1: Open i. Closed X SOV#2: Open ri Closed 341 SEPARATION PASS 7 FAIL REMARKS: TESTERS SIGNATURE: LINE PRESSURE q g PSI CONFINED SPACE? No CERT. NO. B6423 DATE 4//412018 TESTERS NAME PRINTED Joshua Cobb TESTERS PHONE # (360)631-0036 REPAIRED BY: LIC NO. DATE FINAL TEST BY: CERT. NO. DATE CALIBRATION DATE 12-07-2017 GAUGE # 06101237 MODEL Midwest 845- SERVICE RESTORED. YES fl NO' I certify that this report is accurate, and I have used WAC 246-290-490 approved test methods and: test equipment. After the Initial Test/Certification, all Annual Test Results should be sent -to: Backflow Prevention Assembly Test Report Mailing Address Company Address City Phone Service Address Company ` � ! p Address ""I `t. frail,' City $ . i t v' k/ Tester Information: BATMASTER /ABC Water Specialty www.backflowservice.net 2918 Cavalero Road Lake Stevens, WA 98258 (425) 397-0275 / (425) 355-9826 Serial # L M 4'36. o Manufacturer `I't �' °'��'� I ' P t/ h, guidModel EO XI 0 Phone Permit Number Type YC DA Size 6 Location Av, i - %VI, , 9;d bio Lia;c •ve F t^ PRINTED IN THE USA pM6ngpost®tampabay.rt.com Reduced Pressure Princi p le AssemblyDC ❑ R DC ❑ RPDA ❑ Double Check Valve Assembly Fire Line Assembly Check Valve #1 Check Valve #2 Relief Valve Make Initial Test Leaked ❑ Closed Tight g Held at 2- _3 PSID Leaked ❑ Closed Tight V Held at 2 , I: PSID Did not Open ❑ Opened at PSID Model S/N Size Repairs Details Cleaned ❑ Replaced ❑ Cleaned ❑ Replaced n Cleaned ❑ Replaced n Fire Line By -Pass Make Model S/N Size Final Test Closed Tight ❑ Held at PSID Closed Tight ❑ Held at PSID Opened at PSID Irrigation Service Make Model S/N Size Comments: Meter Reading Meter Number Test Kit S/N Calibrated State Vehicle Kit Model P``5 Line Pressure: go/ g'"'' o26.4 c 0 Lic Hazard: cef. fi?Ls;i. k i/f� i/ t'�.c°! / (� Date �! L- 0 i�J Service Found: Sc>v /12 L` _6a,6--• Left: J -G v i, 2,6_6g License The above report is certified to be true. # Date/Time Tester (Print)fd SignaturenTester # Pass d Failed Inest itial T �^ 3#6,72, :st 6,4(7 , i %a l� ❑ g6, Repairs n ❑ Final ❑ ❑ PRINTED IN THE USA pM6ngpost®tampabay.rt.com AACRA Backflow Testing and Repair, Inc. (3n) 668-1117 BACKFLOW PREVENTION ASSEMBLY TEST REPORT -Z r'r iya 7`'!'d t-1 WATER PURVEYOR King County Water District 125 ACCOUNT # ASSEMBLY ID/FILE #/UTILITY DEVICE # Meter # NAME OF PREMISE Tukwila Village Commercial J, Residential SERVICE ADDRESS 14400 Tukwila International Blvd. CONTACT PERSON Teresa Hanes LOCATION OF ASSEMBLY Bldg D Tukwila ZIP 98188 PHONE (253) 395-7370 Zo t SouAtn 04- /Vin) cfritytere bJ� wieekr DOWNSTREAM PROCESS t(V‘ceovk DCVA RPBA Li PVBA =; OTHER NEWINSTALL `v; EXISTING _ REPLACEMENT `_ REMOVED OLD SER.# APPROVED ASSEMBLY? YESi i' NO PROPER INSTALLATION? YES 'moi. NO MODEL SERIAL NO. 66267 SIZE i" MAKE OF ASSEMBLY ce,p(.O INITIAL TEST PASSED tiiLEAKED FAILED DCVA / RPRA DCVA / RPBA RPBA PVBA / SVBA CHECK VALVE NO -.1 CHECK VALVE NO.2 OPENED AT PSID AIR INLET OPENED AT PSID CLOSED TIGHT X '. ti PSID CLOSED TIGHT LEAKED _ 0.0 psr #1 CHECK PSID ;DID NOT OPEN ij AIR GAP OK? NEW PARTS AND REPAIRS CLEAN REPLACE PART % L i%.SG CLEAN REPLACE PART n' L 3ISG CLEAN REPLACE PART i ` Et CHECK VALVE HELD AT PSID + L -1 LEAKED ' {_� Li 3 CLEANED Li REPAIRED t F TEST AFTER REPAIRS PASSED x. FAILED . n CLOSED TIGHT )C LEAKED L i• ti PSID CLOSED TIGHT X LEAKED -. Z.3 PSID RV EXERCISED — OPENED AT PSID AIR INLET PSID CHI VALVE PSID #1 CHECK PSID AIR GAP INSPECTION: SUPPLY PIPE DIAMETER DETECTOR METER READING LEFT SERVICE AS FOUND Isolation valve: Open ; a Closed ; C SOV#1: Open ' Closed SOV#2: Open ;- Closed :j(i SEPARATION PASS __= FAIL REMARKS: TESTERS SIGNATURE: LINE PRESSURE 16 PSI CONFINED SPACE? No CERT. Na B6423 DATE 411112018 TESTERS NAME PRINTED Joshua Cobb TESTERS PHONE # (360)631-0039 REPAIRED BY: <oStAvA (o f LIC NO. Co1313‘a984101k DATE t /11 / le FINAL TEST BY: J oS *vk COB1? CERT. NO. "56I 23 DATE /i i f / if, CALIBRATION DATE 12.07-2017 GAUGE ## 06101237 MODEL Midwest 845- SERVICE RESTORED YES it NO I. certify that thisreport is accurate, and I have used WAC 245-290-490 approved test methods and test equipment. BATMASTER (425) 397-0275 BACKFLOW PREVENTION ASSEMBLY TEST REPORT WATER PURVEYOR Tukwila ACCOUNT # Meter # Commercial 0 ASSEMBLY ID/FILE #/UTILITY DEVICE # NAME OF PREMISE Commercial - 14400 Tukwila Int'l Blvd SERVICE ADDRESS 14400 Tukwila International Blvd Tukwila Residential ❑ ZIP 98168 CONTACT PERSON James (Surefire Sprinkler) PHONE (206) 793-7691 LOCATION OF ASSEMBLY IN WAVER ROOM IN GARAGE OF APT BLDG, TO LEFT OF GARAGE ENTRY DOWNSTREAM PROCESS Fire Sprinkler System DCVA ( RPBA ❑ PVBA ❑ OTHER NEW INSTALL 0 EXISTING ❑ REPLACEMENT ❑ REMOVED ❑ OLD SER.# PROPER INSTALLATION? YES NO ❑ APPROVED ASSEMBLY? YES 0 NO ❑ MAKE OF ASSEMBLY Id!' I h: /=1 MODEL c O 4s7' •`� SERIAL NO. 1 b SIZE 14 t l INITIAL TEST PASSED 4 FAILED ❑:'" DCVA / RPBA DCVA / RPBA RPBA PSID PVBA / SVBA PSID ❑ CHECK VALVE NO.1 CHECK VALVE NO.2 OPENED AT AIR INLET OPENED AT CLOSED TIGHT LEAKED 3.2-- ❑ PSID � CLOSED TIGHT 1V1 LEAKED ❑ t� I1 PSID f #1 CHECK ' SID DID NOT OPEN AIR GAP OK? NEW PARTS AND REPAIRS CLEAN REPLACE ❑ LJ PART CLEAN REPLACE ❑ ❑ PART CLEAN REPLACE ❑ ❑ PART CHECK VALVE HELD AT PSID ❑ ❑ ❑ ❑ ❑ LEAKED ❑ ■ ❑ ❑ ❑ ❑ ❑ ❑ CLEANED REPAIRED ❑ pi ❑ ❑ ❑ ❑ ❑ ❑ TEST AFTER REPAIRS PASSED FAILED ❑ CLOSED TIGHT LEAKED ❑ ❑ PSID CLOSED TIGHT ❑ LEAKED ❑ PSID RV EXERCISED OPENED AT ❑ PSID AIR INLET PSID PSID CHK VALVE #1 CHECK PSID AIR GAP INSPECTION: SUPPLY PIPE DIAMETER DETECTOR METER READING LEFT SERVICE AS FOUND Isolation valve: Open Closed ❑ SOV#1: Open SEPARATION REMARKS: PASS ❑ FAIL ❑ Closed ❑ SOV#2: Open ❑ Closed 6i LINE PRESSURE g PSI CONFINED SPACE? No TESTERS SIGNATURE: C•O2y 64CERT. NO. B6482 DATE 3/16/2018 TESTERS NAME PRINTED Cody Gobbato TESTERS PHONE # (425)397-0275 REPAIRED BY: LIC NO. FINAL TEST BY: CERT. NO. CALIBRATION DATE 02-15-2018 GAUGE # 02062045 MODEL 845-5 DATE DATE SERVICE RESTORED YES 0 NO V I certify that this report is accurate, and I have used WAC 246-290-490 approved test methods and test equipment. Date Updated: O C) 0 cis Z •• N C W Z H � y)0 J •, N_4 WO co J N 2 W o o Z N ` 0zILI= W Oa CO z -J Q v W a Cl) 0 1:1 co m > 17, EN- W N� Go N PFRMlT CLNTER E o'. z.'. Technical Responsibility: a X U OTTO ROSENAU & ASSOCIATES, INC. SPECIAL INSPECTION & MATERIALS TESTING OPEN ISSUE LOG Permit: D17-0285-1 Job No.: 18-0302 Project: Tukwila Village – Shag T.I. (Building D) Date Updated: 4/23/2018 Item No inspection Date. r.Report`- . No Inspectors ction Required e.g. . re-inspection,engineer follow up,etc.)?• Date Resolved 1 4/23/2018 370608 Ernest Leimkuhler The engineer's drawings include an upper plate to be epoxy anchored to the underside of the mezzanine slab and welded to the stair header. This plate and anchors do not exist on the installed stair Clarification from the engineer of record is required. Engineer Review RECEIVED CITE OF TUKWILA MAY 18 2018 PERMIT CENTER Copies to: Client Engineer X Owner X Contractor Technical Responsibility: Architect X Building Dept. `- Iter FY4(ja`41 Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, inc. Reproduction of + is report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725-4600 or 1-888-OTTO-4-US — Fax (206) 723-2221 Lighting Summary LTG -SUM 2015 Washington State Energy Code Compliance Forms for Com Project Info Compliance forms do not require a password to use. Instructional and calculating cells are write- protected. Project Title: Tukwila Village - Shag Corporate Headquarters Date 12/12/2017 Applicant Information. Provide contact information for individual who can respond to inquiries about compliance form information provided. For Building Department Use �,.,. Company Name: Tukwila Village Development Associates, LLC jLiiii„ Company Address: 201 27th Ave SE, BLDG A, Suite 300, Puyallup, WA 98374 Applicant Name: Bryan Park Applicant Phone: 253-231-5001 Applicant Email: bryanp@housing4seniors.com Project Description p New Building 0 Addition 0 Include PROJ-SUM form (included in envelope forms work` Alteration 0 No Lighting Scope ook) % ghbr}g c.dippl'ance f6i=nrsj Interior Lighting System Description El Interior Lighting Plans Included CODE COMPLIANCE APPROVED JAN 04 2018 ' City of Tukwila BUILDING DEV:(.',` Interior Lighting Power Allowance Method 0 Building Area Method 0 Space -by -space Method Select method used in project. Interior Lighting Controls p All C405.2.1 - C405.2.8 Lighting Controls ❑ C405.2 Exception 5 Luminaire Level Lighting Controls (LLLC) ❑ Additional Efficiency Package Option C406.4 Enhanced Digital Lighting Controls To comply with C406.4, no less than 90% of the total installed interior fighting power shall comply with the required controls per C406.4. Dwelling Unit Interior Lighting Permanently installed interior lighting fixtures in dwelling units comply with: OO No Dwelling 0 C405.2 thru C405.5 Commercial Lighting Controls and LPA Units O C406.3 High Efficacy Lighting O R404.1 Residential High Efficacy Lighting. Dwelling unit lighting complies with WSEC Residential provisions in lieu of WSEC Commercial provisions. Exterior Lighting System Description 0 Exterior Lighting Plans Included Building Additions Refer to Section C502.2.6 for additional requirements. Compliance Method Interior lighting Exterior lighting Lighting systems in addition area comply with all applicable provisions as a stand alone new construction project ❑ ❑ Lighting systems in addition are combined with existing building lighting systems to demonstrate compliance 0 ❑ Addition is combined with existing: For interior lighting projects, include new + existing -to -remain interior lighting fixture wattage in Proposed Lighting Wattage table in LTG -INT -BLD or LTG -INT -SPACE form. For exterior lighting projects, include new + existing -to -remain exterior lighting fixture wattage in Proposed Tradable and Proposed Non -Tradable Lighting Wattage tabl d Ic %�E•T/form. O R RECT I 'I pm-ov6q CITY OF TUKWILA DE Z 2 2017 PERMIT CENTER Lighting Summary, cont. LTG -SUM 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories an Project Title: Tukwila Village - Shag Corporate Headquarters Date 12/12/2017 Change of Space Use ❑ Existing interior lighting systems in areas under -going a change in space use are upgraded to comply with LPAs for the new space types per Tables C405.4.2(1) or C405.4.2(2). Identify interior spaces requiring LPD upgrade to the current Code in Proposed Lighting Wattage table in LTG -INT -BLD or LTG -INT -SPACE form. Interior and Exterior Lighting Alterations Select all Lighting Power and Lighting Control elements that apply to the scope of the retrofit project. If project includes a combination of spaces where less than 50% of the existing fixtures are replaced in some spaces, and 50% or more of the fixtures are replaced in others, then provide separate lighting power compliance forms for the two retrofit conditions. Spaces undergoing the same type of retrofit maybe combined into one lighting power compliance form. Refer to Section C503.6 for additional requirements. All alteration lighting controls shall be c a No changes are being made to the interior or exterior lighting systems and existing space uses and configuration are not changed. Lighting Power Interior lighting Parking garage Exterior lighting 50% or more of existing are replaced ❑ 0 ❑ Less than 50% of existing are replaced 0 ❑ 0 Lamp and/or ballast replacement only — existing total wattage not increased ❑ ❑ ❑ 50% or more replaced - Total lighting power of new + existing -to -remain fixtures shall comply with total LPA per Sections C405.4.2 and C405.5.2. Include new + existing -to -remain fixtures in Proposed Lighting Wattage table in LTG -INT -BLD, LTG -INT -SPACE or LTG -EXT form. Less than 50% replaced - Total lighting power of new + existing -to -remain fixtures shall not exceed the total lighting power prior to alteration. Include new + existing -to -remain fixtures in the Proposed Lighting Wattage table in LTG -INT -BLD, LTG -INT -SPACE or LTG -EXT form. 50% threshold applies to number of luminaires for interior spaces and parking garages, and total Lighting Controls Interior lighting Parking garage Exterior lighting New wiring installed to serve added fixtures and/or fixtures relocated to new circuit(s) 0 ❑ ❑ New or moved lighting panel 0 Li 0 Interior space is reconfigured - luminaires unchanged or relocated only New wiring or circuit - For interior light ng, provide required manual controls per C405.2.3, occupancy sensor controls per C405.2.1, daylight responsive controls per C405.2.4 and application specific lighting controls per C405.2.5. For exterior lighting, provide required controls per C405.2.7. New or moved panel - Provide all applicable lighting controls as noted for New Wiring and automatic time switch controls per C405.2.2. Reconfigured interior space - Provide all required lighting controls that apply to a new interior space. Application specific lighting control provisions per C405.2.5 do not apply to reconfigured spaces. interior Lighting - Building Area Method 2015 Washington State Energy Code Compliance Forms for Commercial Buildings i LTG -INT -BLD Project Title: Tukwila Village - Shag Corporate Headquarters Date 12/12/2017 Calculation Area NOTE 9 O •Addition - Addition New Construction 0 stand alone O + existing O Spaces where < 50% of O Spaces where z 50% of O Spaces where the Use luminaires are replaced luminaires are replaced is changing (C505) For Building Department Use LPA Calculation Type 0 Standard Q Additional Efficiency Package Option O C406.3 Reduced Interior Lighting Power To comply with C406.3, the Proposed LPD shall be 25% lower than the Target LPA. Refer to C406.3 for additional requirements. User Note Recessed 2x4 Grid LED Maximum Allowed Lighting Wattage NOTE 1 Building Area Location (plan #, room #, or ALL) Area Description Gross Interior Area in ft2 Allowed Watts per ft2 Watts Allowed (watts/ft2 x area) NOTE 2 Office All Level 1 & Mezzanine, Office Tennant Improvement 14804 0.66 9771 16 416 Office Pendant LED 40 15 588 Office Pendant LED 61 Total 14804 Office Proposed Lighting Wattage Building Area Location (plan #, room #) Fixture Description NOTE 3, 4, 5, 6 Number of Fixtures Watts per Fixture NOTE 7 Watts Proposed Office 9771 Recessed 2x4 Grid LED 87 32 2755 Office Recessed Can LED 4 16 64 Office Recessed Can LED 26 16 416 Office Pendant LED 40 15 588 Office Pendant LED 61 15 897 Office Pendant LED 4 8 32 Office Pendant LED 3 6 18 Office Pendant LED 1 13 13 Office Pendant LED 3 18 54 Office Pendant LED 3 13 39 Office Pendant LED 1 13 13 Office 4' Linear Pendant LED 3 38 114 Office 12' Linear Pendant LED 3 52 156 Office 16' Linear Pendant LED 11 52 572 Office LED 22" Tasklight 3 6 18 Office 59" LED Strip light 10 83 827 Office 15' LED Strip light 1 45 45 Office Linear LED Cove light 4 49 196 Compliance by Building Area NOTE 8 Building Area Warnings Total Allowed Watts Total Proposed Watts Interior Lighting Power Allowance Office 9771 6817 COMPLIES C406.3 Note 1 - List all unique building areas per Table C405.4.2(1) that occur in the Totals project scope. Select building area category from drop down menu. Note 2 - Unlit Message - Enter lighting fixture information for this building area surface in Proposed Lighting Wattage table to generate Lighting Power Allowance. Note 3 - Proposed fixtures must be listed in the building area in which they occur. List all proposed lighting fixtures including exempt lighting equipment and existing -to -remain fixtures. Note 4 - For proposed Fixture Description, indicate fixture type, lamp type (e.g. T-8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. Note 5 - For lighting equipment eligible for exemption per C405.4.1, note exception number and leave Watts/Fixture blank. Note 6 - Existing -to -remain fixtures shall be included in the Proposed Lighting Wattage table in the same manner as new fixtures. Identify as existing in fixture description. Note 7 - Fnr mmnnsed Watts/Fixture enter the luminaire wattane fnr installed lamp and hallast usinn manufacturer nr other annrnved source Fnr 9771 6817 - , .., N,1.r..O,,... V 4111MI 1111,.8., .,,1114, ,w,,,,,,u,,,, ..u..Vy„ 1111 ,,,O.u1,4V MCI IV W,,1, .,..,,u.,. 1,,,,,,y ,11..,,..,1.U.u, ,, .., V.,,H, up?, ur ,u U._u, VV. , .., luminaires with screw-in lamps, enter the manufacturer's listed maximum input wattage of the fixture (not the lamp wattage). For low voltage lighting, enter the wattage of the transformer. For line voltage track/busway systems, enter the larger of the attached luminaire wattage or 50 watts/lineal foot, or enter the wattage limit of permanent current limiting device. Note 8 - Proposed Wattage for each Building Area type shall not exceed the Allowed Wattage for that Building Area type. Trading wattage between Building Area types is not allowed under the Building Area Method compliance path. Note 9 - Calculation Area Details: a. Lighting fixtures in a building addition may comply as a stand alone project, or they may be combined with the overall existing building lighting systems to demonstrate compliance. Refer to C502.1. b. For alterations and building additions, provide Building Area types and gross interior areas in the Maximum Allowed Lighting Wattage table. If a building addition will comply as combined with the overall existing building lighting systems, include all applicable existing IR; ilrlinn Limp hinnc nnrf nmee infcrinr prone 4> JOHNSON BRAUND INC. December 20, 2017 Bill Rambo City of Tukwila 6300 Southcenter Boulevard, Suite #100 Tukwila, WA 98188 Re: Correction Letter #1 Site Address: 14400 Tukwila International Boulevard DEVELOPMENT Permit Application Number D17-0285 Dear Bill, Please find attached (2) copies of the revised sheets in response to your permit comments for Tukwila Village Building D Office Tenant Improvements #D17-0285. See attached for correction letter date November 07, 2017. The following revisions have been made: 1. Additional egress plans have been added to sheet A003 showing the means of egress path to emergency exits for illumination requirements. 2. See attached for the requested 2015 Washington State Energy Code "LIGHTING SUMMARY" Compliance Form for Commercial Buildings. The project complies. 3. See sheet A001 for requested Special Inspections matrix indicating required inspections for structural steel welding & bolting for stair and railings. Any changes on the sheets have been clearly identified by clouding the changes and denoted with a delta for Permit Comments, dated 12-20-2017. Your timely review of the revised submittal would be greatly appreciated. Please contact me if you have any further questions or comments. Sincerely, JOHN�S�OON�BRAUND, INC. e Diana Keys, Director of Housing .g 'a r.. h!r. f, wv91 T R�.. --— RECEIVED CITY OF TUK'WIL� 2 2jI7 PERMIT CENT R Attachments: Correction Letter dated 11-07-2017 2015 Washington State Energy Code "LIGHTING SUMMARY" Compliance Form for Commercial Buildings 11oj.S www.iohnsonbraund.com 15200 52nd Avenue South, Suite 300, Seattle, Washington 98188 Phone 206.766.8300 ARCHITECTURE INTERIOR DESIGN City of Tukwila Department of Community Development November 07, 2017 DIANA KEYS 15200 52 AVE S, STE 300 TUKWILA, WA 98188 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D17-0285 SENIOR HOUSING ASSISTANCE GROUP (SHAG) - 14400 TUKWILA INT'L BLVD Dear DIANA KEYS, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL INFORMATION NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) "STAMP AND SIGNATURES" "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient. (WAC 196-23-010 & 196-23-020) (BUILDING REVIEW NOTES) 1. In addition to the occupancy and egress plan, please provide an egress plan that specifically shows the common paths of egress travel leading to the emergency exits. Those egress paths shall be the pathways inspected by light meters for the average 1 -foot candle illumination requirement leading to the exit and outside exit discharge. 2. Provide a completed 2015 Washington State Energy Code "LIGHTING SUMMARY" Compliance Forms for Commercial Buildings available online at: http://www.neec.net/energy-codes (scroll down to center of page "2015 WSEC Commercial Provisions - Compliance Forms"). 3. Provide a special inspections matrix table specifying any required special inspections for bolting, welding (stairway) and concrete expansion or imbedded bolts. Note: Contingent on response to these corrections, further plan review may request for additional corrections. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. Sincerely, Bill Rambo Permit Technician File No. D17-0285 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0285 DATE: 12/27/17 PROJECT NAME: SENIOR HOUSING ASSISTANCE GROUP (SHAG) SITE ADDRESS: 14400 TUKWILA INToL BLVD Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # 1 . Revision # after Permit Issued DEPARTMENTS: Building Division Public Works Fire Prevention Structural Planning Division ❑ ❑ Permit Coordinator n PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 12/28/17 Structural Review Required REVIEWER0S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved DUE DATE: 01/25/18 ❑ Approved with Conditions ❑ Corrections Required ❑ Denied ❑ (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWERoS INITIALS: DATE: 'Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ 'Ping ❑ PW 0 Staff Initials: 12/18/2013 "ERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0285 DATE: 10/23/17 PROJECT NAME: SENIOR HOUSING ASSISTANCE GROUP SITE ADDRESS: 14400 TUKWILA INT'L BLVD X Original Plan Submittal Response to Correction Letter # Revision # Revision # before Permit. Issued after Permit Issued DEPARTMENTS: A- Court L.,0-.)-6-( 7 Building Division bit Al)t0-23\p Public Works A,MiriAt ft -3-+7 t' C AT 10-30%47 Fire Prevention Planning Division Structural ❑ Permit Coordinator PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: 10/24/17 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews El DUE DATE: Approved with Conditions Denied (ie: Zoning Issues) n 11/21/17 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Ike 117 Departments issued corrections: Bldg _d Fire 0 Ping 0 PW 0 Staff Initials: 12/18/2013 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 12 -12-20 l I Plan Check/Permit Number: D17-0285 ❑ Response to Incomplete Letter # Response to Correction Letter # ❑ Revision # after Permit is Issued RECEIVED CITY OF TUKWILA ❑ Revision requested by a City Building Inspector or Plans Examiner DEC 2 2 2017 Project Name: Senior Housing Assistance Group Project Address: 14400 Tukwila International Blvd Contact Person: [MN " " J S Phone Number: - 200 1 (q' O3Q® Summary of Revision: PERMIT CENTER kzeTw,,, iv wrotiovi 11,1Ar ► -ad 9 spee&w Uh 56 ov► vn / Wl W t, j I wL11 tl�a�3 Dual Sheet Number(s): i b Dl 1 4- 1 poo "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Perini Center by: Entered in TRAKiT on Als) \applications\forms-applications on line\revision submittal Created: 8-13-2004 Revised: INTER -CITY CONTRACTORS INC Home Espanol Contact Safety & Health Claims & Insurance 0 Washington State Department of Labor & industries [Search L&I Page 1 of 3 A -Z Index I lelp 11.1y L&i Workplace Rights Trades & Licensing INTER -CITY CONTRACTORS INC Owner or tradesperson Principals HERRING, GREGORY ROBERT, PRESIDENT Doing business as INTER -CITY CONTRACTORS INC WA UBI No. 602 278 639 PO BOX 82405 KENMORE, WA 98028 425-806-8560 KING County Business type Corporation License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor License specialties GENERAL License no. INTERCI977PZ Effective — expiration 10/09/2003— 10/12/2019 Bond ........._.. CBIC Bond account no. LB9377 Active. Meets current requirements. $12,000.00 Received by L&I Effective date 10/13/2004 10/08/2004 Expiration date Until Canceled Insurance ......................... Evanston Ins Co $1,000,000.00 Policy no. 3C21411 Received by L&I Effective date 10/06/2017 10/08/2017 Expiration date 10/08/2018 Evanston Ins Co $1,000,000.00 Policy no. 6340476-C Received by L&I Effective date 10/05/2017 10/08/2017 Expiration date 10/08/2018 Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=60227863 9&LIC=INTERCI977PZ&SAW= 1/10/2018 INTER -CITY CONTRACTORS INC 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. L&l Account ID 055,703-00 ............................. Doing business as INTER -CITY CONTRACTORS INC Estimated workers reported Quarter 3 of Year 2017 "4 to 6 Workers" L&I account contact T4 / TERRI MADISON (360)902-4654 - Email: KIRT235@Ini.wa.gov Account is current. 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 08/22/2017 Inspection no. 317946033 Location 18221 Bothell Way NE Bothell, WA 98012 Inspection results date 03/09/2017 Inspection no. 317944178 Location 14400 Tukwila International BI Tukwila, WA 98168 Inspection results date 01/07/2016 Inspection no. 317938934 Location 19501 40th Ave West Lynnwood, WA 98036 Inspection results date 07/29/2015 Inspection no. 317937222 No violations No violations No violations No violations Page 2 of 3 Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602278639&LIC=INTERCI977PZ&SAW= 1 /10/2018 INTER -CITY CONTRACTORS INC Location 5525 244th Street SW Mountlake Terrace, WA 98043 Inspection results date 08/07/2014 Inspection no. 317403483 Location 1524 South 328th St. Federal Way, WA 98003 Inspection results date 08/16/2013 Inspection no. 316752245 Location 14002 Linden Ave North Seattle, WA 98133 Inspection results date 03/11/2013 Inspection no. 316579903 Location 14002 Linden Ave. North Seattle, WA 98116 Inspection results date 01/10/2013 Inspection no. 316396670 Location 14027 Lake City Way NE Seattle, WA 98125 Inspection results date 06/05/2012 Inspection no 316251628 • • Location 14027 LakeCity WAY NE Seattle, WA 98125 No violations No violations No violations Violations Violations Page 3 of 3 Washington State Dept. of Labor & Industries. Use of this site is subject to the laws of the state of Washington. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602278639&LIC=INTERCI977PZ&SAW= 1/10/2018 o_ M cc; r 1` 0 N PERMIT#: TUKWILA VILLAGE -SHAG CORPO ATE HEADQUARTERS BLDG D TENANT IMPROVEMENT OWNER: GENERAL CONTRACTOR: TUKWILA VILLAGE DEVELOPMENT ASSOCIATES, LLC 201 -27TH AVENUE SE, BLDG A, SUITE 300 PUYALLUP, WA 98374 TEL : (253) 231-5001 CONTACT: BRYAN PARK INTER -CITY CONTRACTORS, INC. 17425 68TH AVE NE KENMORE, WA 98028 TEL: (425) 806-8560 FAX: (425) 806-8566 CONTACT: GREG HERRING ARCHITECT: JOHNSON BRAUND, INC. 15200 52ND AVE SOUTH, SUITE 300 SEATTLE, WASHINGTON 98188 TEL : (206) 766-8300 CONTACT: DIANA KEYS WORKSPACE / FURNISHINGS SUPPLIER: OPEN SQUARE 5601 6TH AVE. SOUTH, SUITE 470 SEATTLE, WASHINGTON 98108 TEL : (206) 768-8000 CONTACT: KEVIN WILLHITE PROJECT AGENCIES PLANNING ZONING / LAND USE DEPARTM ENT: BUILDING PERMIT: FIRE DEPARTMENT: PUBLIC WORKS DEPARTMENT: CITY OF TUKWILA COMMUNITY DEVELOPMENT DEPARTMENT PLANNING DIVISION 6300 SOUTHCENTER BLVD., SUITE 100 TUKWILA, WA 98188 TEL : (206) 431-3670 CONTACT: MOIRA BRADSHAW CITY OF TUKWILA COMMUNITY DEVELOPMENT DEPARTMENT PLANNING DIVISION 6300 SOUTHCENTER BLVD., SUITE 100 TUKWILA, WA 98188 TEL : (206) 431-3670 TUKWILA FIRE DEPARTMENT HEADQUARTERS - STATION 51 444 ANDOVER PARK EAST TUKWILA, WA 98188 TEL : (206) 575-4404 CITY OF TUKWILA PUBLIC WORKS ADMINISTRATION / ENGINEERING 6300 SOUTHCENTER BLVD. TUKWILA, WA 98188 TEL : (206) 433-0179 PROJECT DESCRIPTION PROJECT SITE DATA VICINITY MAP ADDRESS: 14400 TUKWILA INTERNATIONAL BOULEVARD, TUKWILA, WA 98168 LEGAL DESCRIPTION: NEW PARCEL A, PER LOT CONSOLIDATION FILE NO. L16-031 That portion of Lots 12 through 15, inclusive, Block 2, Plat of Adams Home Tracts recorded in Volume 11, and page 31, records of King County, Washington, being in the Northeast quarter of the Northwest quarter of Section 15, Township 23 North, Range 4 East, Willamette Meridian, more particularly described as follows: SEE ARCHITECTURAL SITE PLAN A020 FOR COMPLETE LEGAL DESCRIPTION & DETAILED ZONING SUMMARY ASSESSORS PARCEL NUMBER: 0040000180 SITE AREA: 84,310 S.F. (1.94 ACRES) ZONING: NCC: NEIGHBORHOOD COMMERCIAL CENTER URO: URBAN RENEWAL OVERLAY DISTRICT W/ 70 FT. HEIGHT LIMIT PER DEVELOPMENT AGREEMENT NOTE: NEW BLA PARCEL E INCLUDES TWO ZONING DESIGNATIONS: BUILDING D SITE: NCC W/ 70 FT. HEIGHT PER DDA BUILDING E SITE: HDR W/ 65 FT. HEIGHT BOTH WITHIN THE URO DISTRICT DWELLING UNITS PER ACRE: 99.48 (INCLUDES BOTH BLDG. D & E) LAND USE APPROVALS PROJECT SITE TUKWILA VILLAGE IS A TWO PHASE DEVELOPMENT OF A MIXED-USE NEIGHBORHOOD CENTER DESIGNED TO PROVIDE RESIDENCES AS WELL QS NEIGHBORHOOD RETAIL AND RESOURCES. PROJECT TO FULLFILL THE VISION FOR TUKWILA VILLAGE AND TERMS OF THE DISPOSITION AND DEVELOPMENT AGREEMENT FOR THE PROJECT. PHASE ONE INCLUDES TWO BUILDINGS: BLDG. D & BLDG. E. BOTH BUILDING ARE LOCATED ON NEW PARCEL A. BUILDING D IS THE FIRST BUILDING IN PHASE ONE OF TUKWILA VILLAGE AND INCLUDES: TENANT IMPROVEMENT FOR SHAG CORPORATE HEADQUARTERS LOCATED ON LEVEL 1 & MEZZANINE. BUILDING CORE & SHELL UNDER SEPARATE PERMIT - D14-0326. PARKING FOR (49) VEHICLES IS PROVIDED IN ONE LEVEL OF PARKING GARAGE. PARKING FOR ADDITIONAL (29) VEHICLES IS PROVIDED IN SURFACE LOT. (78) TOTAL STALLS. DEVELOPMENT AGREEMENT: TUKWILA VILLAGE DISPOSITION AND DEVELOPMENT AGREEMENT DATE: 10-30-2012 CITY COUNCIL APPROVAL SEPA: FILE NUMBER E13-011 DETERMINATION OF NON -SIGNIFICANCE DATE: 8-07-2013 APPROVAL LOT CONSOLIDATION: FILE NUM BER L16-031 APPROVED SPECIAL PERMISSION PARKING VARIANCE: FILE NUMBER L13-031 DATE: 10-09-2013 APPROVAL PHASE ONE BLDGS. D & E DESIGN REVIEW: FILE NUMBER L13-0044 DATE: 03-31-2014 APPROVAL W/ STAFF RECOMMENDATIONS PLANNER: MOIRA BRADSHAW (206) 431-3651 TUKWILA, WASHINGTON .CS -TI COVER SHEET ISSUE 1 SHEET # SHEET TITLE DATE REV # .CS -TI COVER SHEET 10/11/2017 1 AS -TI ARCHITECTURAL SITE PLAN 10/11/2017 ID001 BUILDING CODE COMPLIANCE NOTES 10/11/2017 1 ID002 GENERAL NOTES ACCESSIBLITY NOTES 10/11/2017 1 10003 OCCUPANCY & EGRESS PLANS 10/11/2017 d z ID100 LEVEL 1 - OVERALL FLOOR PLAN 10/11/2017 2 ID101 MEZZANINE - OVERALL FLOOR PLAN 10/11/2017 2 ID110 LEVEL 1 - OVERALL REFLECTED CEILING PLAN 10/11/2017 1 ID111 MEZZANINE - OVERALL REFLECTED CEILING PLAN 10/11/2017 1 ID120 LEVEL 1 - LIGHTING PLAN 10/11/2017 1 ID121 MEZZANINE - LIGHTING PLAN 10/11/2017 1 ID130 LEVEL 1 - POWER AND EQUIPMENT PLAN 10/11/2017 1 ID131 MEZZANINE - POWER AND EQUIPMENT PLAN 10/11/2017 1 ID140 LEVEL 1 - FURNITURE PLAN 10/11/2017 1 ID141 MEZZANINE FURNITURE PLAN 10/11/2017 1 ID200 FINISH SCHEDULE & DETAILS 10/11/2017 1 ID300 LEVEL 1 - FINISH PLAN 10/11/2017 1 ID301 MEZZANINE - FINISH PLAN 10/11/2017 1 ID350 INTERIOR ELEVATIONS 10/11/2017 1 10351 INTERIOR ELEVATIONS 10/11/2017 1 ID400 ENLARGED RESTROOM PLANS & ELEVATIONS 10/11/2017 1 ID410 ENLARGED DIMENSION PLANS 10/11/2017 ID450 STAIRCASE - PLAN, SECTIONS, & DETAILS 10/11/2017 ID451 RAILING PLAN, ELEVATIONS & DETAILS 10/11/2017 ID452 ENTRY SEATING DETAILS 10/11/2017 1 ID453 FRONT DESK- PLAN, SECTIONS & DETAILS 10/11/2017 1 10454 FIREPLACE DETAILS 10/11/2017 1 ID500 INTERIOR DETAILS 10/11/2017 1 ID501 INTERIOR DETAILS 10/11/2017 ID502 INTERIOR pETAILS 10/11/2017 1 10503 INTERIOR DETAILS 10/11/2017 1 10504 INTERIOR DETAILS 10/11/2017 1 ID600 DOOR & WINDOW SCHEDULES 10/11/2017 2 10601 INTERIOR STOREFRONT ELEVATIONS 10/11/2017 1 ID602 INTERIOR STOREFRONT ELEVATIONS & DETAILS 10/11/2017 1 Grand total: 35' 14 - OPEN 9flUARE - OFFICE FURNITURE AND WALL PLANS (FOR REFERENCE ONL _ LEVEL ONE COMPONENT PLAN - LEFT SIDE 10/11/2017 PERMIT SUBMITTAL LEVEL ONE COMPONENT PLAN - RIGHT SIDE 10/11/2017 LEVEL ONE PANEL / ELECTRICAL PLAN - LEFT SIDE 10/11/2017 C; N I--: fD 0 r -- 0 N C LEVEL ONE PANEL / ELECTRICAL PLAN - RIGHT SIDE 10/11/2017 LEVEL ONE PANEL ELEVATIONS 10/11/2017 d z .- LEVEL ONE FINISH SCHEDULES 10/11/2017 LEVEL ONE WORKSTATION ELEVATIONS 10/11/2017 Decsription MEZZANINE LEVEL COMPONENT PLAN - LEFT SIDE 10/11/2017 n 4 0 MEZZANINE LEVEL COMPONENT PLAN - RIGHT SIDE 10/11/2017 a > MEZZANINE LEVEL PANEL / ELECTRICAL PLAN - RIGHT SIDE 10/11/2017 IY MEZZANINE LEVL PANEL ELEVATIONS & FINISH SCHEDULES 10/11/2017 MEZZANINE LEVEL WORKSTATION ELEVATIONS 10/11/2017 Grand total: 12 i-1E1::U117.1 :" thiloc an cal [9 Electrical B Plumbrng LJ Gas Piping �1 City o! f Tukwila ^; ►..:Iiia ,t,.f?'��! FILE COPY Permit No. 1)1170W6 �l Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordin nco. Receipt of approved Field Copland conditions is,cicnowiodgod: By: Date: 1// Vai 0/2 City of Tukwila BUILDING DIVISION REVISIONS No changes shall bo r�:ice to the scope of work witheo.,t phor approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. REVIEWED FOR CODE COMPLIANCE APPROVED JAN 0 4 2010 City of Tukwila BUILDING Div,..3iCI,! VD JOHNSON BRAUNDINc. 15200 52nd Ave. South Suite 300 Seattle, WA 98188 Phone 206.766.8300 www.johnsonbraund.com ARCHITECTURE INTERIOR DESIGN Greg L. AliMne, AIA Jeffrey A. Williams, AIA 3380 REGISTERED ARCHITECT a.„ I) G L. 1LL11"INE ATE OF WASHINGTON SET ISSUANCE DESCRIPTION BID SET PERMIT SUBMITTAL DATE C; N I--: fD 0 r -- 0 N C d z .- N Decsription PLAN CHANGES n 4 0 CI a > CD IY UARTERS SHAG CORPORATE HEAD SITE ADDRESS : 14400 TUKWILA INTERNATIONAL BOULEVARD, TUKWILA , WA 98188 OWNER/APPLICANT: U J -J a6 w M Ow � Q� zQ w0 2z a_ p OJ Ell m5 �m ow co ww gz J w __� N N I- 0 W 0 a- a w x F- 0 >- z z 0 W 0) cc 0 0 W 0 z w 0Z F - z0 oz 5W m< WW 0x J S0 z 0 m _CD Z x 0LL 0 it . a. W a it C7 Z <z 00 1.11I 1-a RECEIVED CITY OF TUKWILA OCT 202017 PERMIT CENTER PROJECT #: DRAWN BY: CHECKED BY: 1026.04 JL/DWK DWK COVER SHEET .CS -TI PERMIT SUBMITTAL 6/2017 6t15:59 P a Village Bldg_D_2017.1_dianak@johnsonbraund.com.rvt 'C:\Users\dianak\Documents\102 PROPOSED BUILDING E PARCEL E ZONING: HDR/UROD PROPOSED PLAZA PARCEL C ZONING: NCC/UROD PARKING PARKING PEDESTRIAN CONNECTION INTERNAL ACCESS DRIVE EAST GARAGE ENTRY DESIGNATED TRASH PICK-UP LOCATION PROPOSED LIBRARY KCLS PARCEL D ZONING: NCC/UROD RESIDENTIAL ENTRY 295.50' RAMP UP PARKING STAIR 1 II \ EXIT \296.50' SURFACE PARKING LOT (ABOVE PARKING GARAGE) 19 STALLS LLI z —J 0 cc0 ELECTRIC VEHICLE CHARGING STATION PARKIN \\ PUBLIC\ OFFICE ENTRY \302.00'.\�� r -- PROPERTY ERTY LINE I HEIGHT RESTRICTION BAR, SET CLEARANCE AT 8'-6" (MAX.) ITRANSFORMER GENERATOR I w z I—I IF - 1w n I 2 STAIR 2 EXIT\ 302.00' PRIVATE\ OFFICE ENTRY \302.00' T vKW7tA soutEvgRD ���q� OUTLINE OF BUILDING ABOVE L OUTLI E OF BUILDING ABOVE EXISTING SCL TRANSFORMER VAULT ZONING: NCC HATCHED AREA INDICATES LOCATION OF TENANT IMPOVEMENT PROJECT LEVELS 1 & MEZZANINE - 411111111. ARCHITECTU-. ` L SITE PLAN - TENANT IMPROVEMENT 1" = 20'-0" PROJECT DATA OWNER: TUKWILA VILLAGE DEVELOPMENT ASSOCIATES, LLC. PROJECT LOCATION: 14400 TUKWILA INTERNATIONAL BOULEVARD, TUKWILA, WA 98168 ASSESSOR'S PARCEL NUMBER: 0040000180 per LOT LINE ADJUSTMENT, FILE NO. L16-031 SITE AREA: 84,310 S.F. (1.94 ACRES) - FOR BOTH BLDGS. D & E DESCRIPTION: That portion of Lots 12 through 15, inclusive, Block 2, Plat of Adams Home Tracts recorded in Volume 11, and page 31, records of King County, Washington, being in the Northeast quarter of the Northwest quarter of Section 15, Township 23 North, Range 4 East, Willamette Meridian CITY OF TUKWILA, KING COUNTY, WASHINGTON - COMPLETE LEGAL DESCRIPTION BELOW PARKING BUILDING D: (29) SURFACE STALLS (49) GARAGE STALLS (00) LOADING STALLS (78) TOTAL STALLS ZONING: NEIGHBORHOOD COMMERCIAL CENTER (NCC)(TMC 18.22.080) URBAN RENEWAL OVERLAY DISTRICT (URO)(TMC 18.43) & TUKWILA INTERNATIONAL BLVD. DESIGN MANUAL DEVELOPMENT STANDARDS: 1. BUILDING HEIGHT: UP TO 70 FT (PER DEVELOPMENT AGREEMENT). 2. EXISTING NCC SETBACK STANDARDS FRONT: 12 FT FROM CURBLINE TUKWILA INT'L BLVD.SOUTH SECOND FRONT: 8 FT. FROM CURBLINE ON S. 144TH ST. SIDE: 10 FT. REAR (W/IN 50 FT OF HDR): 1ST FLOOR 10 FT. 2ND FLOOR & ABOVE: 20 FT. 3. THE MAXIMUM NUMBER OF DWELLING UNITS SHALL BE DETRMINED BY BUILDING ENVELOPE, RATHER THAN A NUMERIC DENSITY. 4. UNIT MIX LIMITATION THAT STUDIO UNITS AVERAGE AT LEAST 500 SF OF INTERIOR FLOOR SPACE WITH NO UNITS SMALLER THAN 450 SF. NO MORE THAN 40% OF DWELLING UNITS TO BE STUDIOS. NO STUDIO UNITS PROVIDED. THE URO DEVELOPMENT STANDARDS APPLY WHERE ALL OF THE FOLLOWING CRITERIA ARE MET (TMC 18.43.070.B): -AT LEAST 100 FEET OF DEVELOPMENT PARCEL FRONTS ONTO TUKWILA INTERNATIONAL BOULEVARD. - AT LEAST 75% OF PARKING IS PROVIDED IN AN ENCLOSED GARAGE AND SCREENED FROM VIEW FROM PUBLIC ROW. - THE GROUND FLOOR ALONG T.I.B. MUST CONTAIN ACTIVE USES. - DEVELOPMENT MUST PROVIDE AMENITIES FOR HIGH QUALITY PEDESTRIAN EXPERIENCE. - THE PROPERTY OWNER SHALL PREPARE A TRANSPORTATION MANAGEMENT PLAN TO ENCOURAGE ALTERNATIVES TO AUTOMOBILE USE. - PROVIDE CAR SHARING PROGRAM FOR RESIDENTAL DEVELOPMENT. -PROVIDE BICYCLE PARKING FOR RESIDENTIAL USE (SEE A001). PARCEL A LEGAL DESCRIPTION REVIEWED FOR CODE COMPLIANCE APPROVED JAN 0 4 2010 City of Tukwila BUILDING DIVISION ADAMS HOME TRACTS PORTION LOTS 12 THRU 15 BLK 2 DAF: BEGINNING AT INTERSECTION OF S MARGIN OF S 144TH ST AS CONVEYED TO CITY OF TUKWILA BY RECORDING NO 20150319001438 AND W LINE OF E 3.00 FT OF SAID LOT 15TH S01 -06-33W 280.19 FT ALONG SAID W LINE TO POINT ON LINE PARALLEL WITH AND 11.50 FT NORTH OF S LINE OF SAID LOT 15TH N87 -39-54W 97.12 FT TH S01 -06-50W 11.50 FT TO S LINE OF SAID LOT 15TH N87 -39-54W 97.33 FT ALONG SAID S LINE AND S LINE OF SAID LOT 14 TO POINT ON LINE PARALLEL WITH AND 60.00 FT EAST OF W LINE OF SAID LOT 14TH N01 -07-07E 125.03 FT ALONG SAID PARALLEL LINE TO POINT ON LINE PARALLEL WITH AND 125.00 FT NORTH OF S LINE OF SAID LOT 14 TH N87 -39-54W 198.12 FT ALONG SAID PARALLEL LINE TO E MARGIN OF TUKWIAL INTERNATIONAL BLVD TH N20 -06-52E 160.87 FT TO THAT PORTION CONVEYED TO STATE OF WA BY DEED UNDER RECORDING NO 9603260430 TH S69 -53-08E 5.00 FT ALONG SAID E MARGIN TH N20 -06-52E 20.00 FT ALONG SAID E MARGIN TH N69 -55-50E 2.71 FT ALONG SAID E MARGIN TO SAID S MARGIN OF S 144TH ST AS CONVEYED TO CITY OF TUKWILA BY RECORDING NO 20150319001438 TH S87 -35-35E 161.55 FT ALONG SAID S MARGIN TH S02 -24-25W 8.39 FT ALONG SAID S MARGIN TH S88 -52-26E 164.98 FT TO POB (AKA PARCEL "A" DESCRIBED & DELINEATED IN CITY LOT TUKWILA LOT CONSOLIDATION NO L16-0031 RECORDING NO 20160629900001 AS CORRECTED BY "SURVEY FOR MAP CORRECTION" RECORDING NO 20160809900003) JOHNSON BRAUNDINc. 15200 52nd Ave. South Suite 300 Seattle, WA 98188 Phone 206.766.8300 www.johnsonbraund.com ARCHITECTURE INTERIOR DESIGN Greg L. Allvine, AIA Jeffrey A. Williams, AIA 3380 REGISTERED ARCHITECT .REG L. ALLIVINE ATE OF WASHINGTON SET ISSUANCE z 0 P ix0 W a BID SET PERMIT SUBMITTAL DATE r- N N 6 0 N. N O c- d z _ N Decsription Date a> I TUKWILA VILLAGE SHAG CORPORATE HEADQUARTERS SITE ADDRESS : 14400 TUKWILA INTERNATIONAL BOULEVARD, TUKWILA , WA 98188 OWNER/APPLICANT: U J J Co. W Q M UW O V.'1 Q Ul) zQ Lu 0 W• 5 o cad u) W g= z W % Q g� YN I • N PUYALLUP, WA 0 W 3 a- a W I- 0 >- z z 0 W Co 0 0 w a z w az U' 0 z z m< a wW U .1 J ciz =o ~Z w•a.o W a w� �Z Q 0 15- W W W 0 ~a RECEIVED CITY OF TUKWILA OCT 202017 PERMIT CENTER PROJECT #: DRAWN BY: CHECKED BY: 1026.04 DWK dwk ARCHITECTURAL SITE PLAN AS -TI PERMIT SUBMITTAL FILE NAME: C:\Users\aylam\Documents\1026-Tukwila Village Bldg_D_2017.1 AylaMull.rvt 12/21/2017 1:17:56 PM JOHNSON 15200 52nd Ave. Suite 300 Seattle, WA 98188 Phone 206.766.8300 www.johnsonbraund.com ARCHITECTURE INTERIOR Greg Jeffrey I> B RAU N DNC. South DESIGN L. Allwine, AIA A. Williams, AIA BUILDING CODE INFORMATION PARKING REQUIREMENTS COORDINATION NOTES DEFERRED SUBMITTALS GOVERNING CODES: / �/ 7 CITY OF TUKWILA, WASHINGTON STATE 2015 INTERNATIONAL BUILDING CODE (IBC) W/ WASHINGTON STATE AMENDMENTS ,i� NTERNATIONAL FIRE CODE (IFC) W/ WASHINGTON STATE AMENDMENTS 2015 INTERNATIONAL MECHANICAL CODE (IMC) W/ WASHINGTON STATE AMENDMENTS 2015 UNIFORM PLUMBING CODE W/ WASHINGTON STATE AMENDMENTS PARKING FOR COMMERCIAL TENANT SPACE PROVIDED UNDER CORE AND SHELL BUILDING PERMIT. PARKING PROVIDED IN LEVEL P1 GARAGE, SURFACE PARKING LOT LEVEL ONE AND INTERNAL ACCESS DRIVE. APPROVED PARKING QUANITY IS SUMMARIZED BELOW: COMMERCIAL USES (TMC FIGURE 18-7) THE FOLLOWING NOTES SHALL SERVE AS A GUIDE TO THE CONTRACTOR TO VERIFY EACH CONDITION WITH THE PRODUCT MANUFACTURER OR SUPPLIER AND/OR LOCAL JURISDICTION FOR THEIR REQUIREMENTS PRIOR TO SUBMITTING A BID TO THE OWNER OR PROCEEDING WITH WORK. THE ITEMS OUTLINED BELOW ARE NOT INTENDED TO BE AN EXHAUSTIVE ANALYSIS OF ALL POSSIBLE AREAS OF CONCERN OR CONFLICT, BUT RATHER SERVE AS A BEGINNING SUBMITTAL DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE ARCHITECT OR ENGINEER OF RECORD WHO SHALL REVIEW THEM AND STAMP THEM WITH A NOTATION INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND THAT THEY HAVE BEEN FOUND IN GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING. DEFERRED SUBMITTALS WILL BE SUBMITTED TO THE BUILDING DEPARTMENT. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN AND SUBMITTAL eq�%! 2015 IECC/ WASHINGTON STATE ENERGY CODE 2013 NFPA 13 FIRE SPRINKLERS 2013 NFPA 72 FIRE ALARM 2012 NFPA 54 NATIONAL GAS FUEL CODE 2014 NFPA 70 NATIONAL ELECTRICAL CODE REFERENCE DEPT. OF L & I FOR AMENDMENTS 2009 ICC/ ANSI A117.1 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN CITY OF TUKWILA PARKING DECISION L13-031 - COMPLEMENTARY PARKING REDUCTION & SHARED PARKING OFFICE / COMMERCIAL TENANT: 3 STALLS PER 1,000SF OF USEABLE AREA 14,998 SF X.90 (USEABLE) = 13,498 SF X.003 = 41 STALLS REQUIRED PROVIDED POINT IN IDENTIFYING COMMONLY OVERLOOKED AREAS IN THE CONSTRUCTION PROCESS. 1. REVIEW MANUFACTURER'S PRODUCT LITERATURE FOR INSTALLATION INSTRUCTIONS UNIQUE TO THE PROJECT CONSTRUCTION TYPE. A. GAS APPLIANCES AND CHASE REQUIREMENTS B. HVAC EQUIPMENT AND DUCTING C. ALL EXHAUST FANS AND DUCTING D. BATHTUB AND SHOWER ENCLOSURES DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING DEPARTMENT. THE FOLLOWING ITEMS ARE DEFERRED SUBMITTALS: 1. SIGNAGE THE FOLLOWING BIDDER -DESIGN/ BUILD ITEMS REQUIRE SEPARATE PERMITS: 1. FIRE SUPPRESSION SYSTEM (NFPA 13 SPRINKLER AND STANDPIPES) FEDERAL FAIR HOUSING ACT (FFHA) GUIDELINES CITY OF TUKWILA CODE/ ORDINANCES: 07 GARAGE STALLS 19 SURFACE LOT STALLS 10 SURFACE - SHARED DRIVE E. RECESSED AND SEMI -RECESSED ELECTRICAL EQUIPMENT F. RECEPTACLE BOXES (I.E.: TELEVISION, TELEPHONE, ELECTRICAL, PLUMBING) 2. FIRE ALARM SYSTEM 3. MECHANICAL 4. ELECTRICAL 3380 REGISTERED ARCHITECT c 1.A._ % ( REG L. ALLWINE ATE OF WASHINGTON TUKWILA MUNICIPAL CODE (TMC) TITLE 18 - ZONING ORDINANCE 2326 - TMC 16.05 5 -STORY TYPE V-A BUILDINGS 36 STALLS (5) STALLS TO BE LOCATED IN BUILDING E GARAGE (UNDER SEPARATE PERMIT) G. ANY OTHER BUILT-IN OR RECESSED EQUIPMENT WHICH MAY PENETRATE A FLOOR/CEILING, ROOF/CEILING OR WALL ASSEMBLY. 2. REVIEW LOCAL JURISDICTIONAL REQUIREMENTS FOR COMPLETE 5. PLUMBING ORDINANCE 2330 - TMC 16.46 FIRE PROTECTION IN MID -RISE BUILDINGS (>40 FT / 4 STORIES) 41 COMMERCIAL STALLS TOTAL INSTALLATIONS OF THE FOLLOWING: A. BUILDING FIRE ALARM SYSTEM (NFPA 72A) ACCESSIBLE STALLS (PER IBC TABLE 1106.1) 26-50 = 2 REQUIRED 2 PROVIDED* B. FIRE EXTINGUISHER SIZE, TYPE AND LOCATION OCCUPANCY GROUPS -TENANT IMPROVEMENT *(1) VAN STALL ON SURFACE LOT (1) ACCESSIBLE STALL ON SURFACE LOT C. FIRE SUPPRESSION SPRINKLER SYSTEM - VERIFY NFPA SYSTEMS D. EMERGENCY AND EXIT LIGHTING 3. COORDINATE WITH THE FOLLOWING UTILITIES AND COMPLY WITH LOCAL MIXED-USE, NON -SEPARATED USES (PER IBC 508.3): STALL SIZES: JURISDICTIONAL REQUIREMENTS: A. TELEPHONE UTILITY IRev. Date I Decsription SET ISSUANCE DESCRIPTION BID SET PERMIT SUBMITTAL B: BUSINESS, OFFICE USE & ASSEMBLY USES < 50 OCCUPANTS S-1: GENERAL STORAGE (MODERATE HAZARD) - ACCESSORY USE ON-SITE STALLS GARAGE STALLS (BLDG E) (21) STANDARD STALLS* (5) STANDARD STALLS (15) COMPACT STALLS B. CABLE TELEVISION UTILITY C. POWER UTILITY, VAULT AND EASEMENTS D. GAS UTILITY SEE BUILDING AREAS THIS SHEET FOR OCCUPANCY AREA BREAKDOWN (36) TOTAL ON-SITE STALLS * INCLUDES: (01) ACCESSIBLE STALL (01) VAN ACCESSIBLE STALL E. TRASH SERVICE AND RECYCLING SERVICE F. POSTAL AUTHORITY G. DEPARTMENT OF PUBLIC WORKS FOR: i. SANITARY SEWER ii. STORM SEWER LOADING STALLS (TMC 18.56.060) SEE SHEET ID004 FOR DETAILED OCCUPANCY ANALYSIS OFFICE USE 3,000 -100,000 SF =1 STALL REQ'D 0 STALLS PROV'D* *PER iii. WATER SUPPLY 4. THE FOLLOWING ITEMS SHALL BE BIDDER DESIGN/BUILD SYSTEMS. THE SUB- DATE ,, N 6 ,- N o PARKING DECISION L13-031 CONTRACTOR SHALL PROVIDE A COMPLETE SYSTEM TO THE OWNER WHICH BICYCLE PARKING REQUIRED (TMC 18.56.130 FIGURE 18-7) COMPLIES WITH ALL JURISDICTIONAL REQUIREMENTS: CONSTRUCTION TYPES / CODE NOTES COMMERCIAL USES: A. FIRE SPRINKLER SYSTEM B. FIRE ALARM SYSTEM z - N LEVELS: OCCUPANCY GROUPS: CONSTRUCTION TYPE: MINIMUM OF (2) STALLS REQUIRED (2) STALLS PROVIDED - SEE SITE PLAN AS -TI C. SMOKE EVACUATION SYSTEM D. ELECTRICAL PLAN CHANGES PERMIT COMMENTS LEVELS 2-6 R-2 / (S-1 ACCESSORY) TYPE VA E. PLUMBINGF. MECHANICAL »» THREE HOUR HORIZONTAL SEPARATION «« THE BIDDER DESIGN/BUILD SYSTEMS SHALL BE SUBMITTED TO THE MEZZANINE B (OFFICE TI) TYPE 1A LEVEL 1 B (OFFICE TI) TYPE 1A TENANT IMPROVEMENT APPROPRIATE JURISDICTION(S) FOR REVIEW AND APPROVAL. LEVEL P1 S-2, S -1,R-2 (LOBBY) TYPE 1A LOCATION THE PROPOSED OFFICE TENANT IMPROVEMENTS ARE LOCATED ON LEVELS ONE & MEZZANINE ONLY/ 5. SUBCONTRACTORS SHALL PROVIDE DETAILS AND INFORMATION TO THE LOCAL JURISDICTION FOR APPROVAL SHOWING HOW PENETRATIONS OF FIRE - RESISTANCE RATED ASSEMBLIES (WALLS, FLOORS & CEILINGS) ARE PROTECTED. PROVIDE "F" AND/OR 'T' RATINGS FOR BOTH MEMBRANE & TYPE 1A CONSTRUCTION. THROUGH PENETRATIONS, ALONG WITH APPROPRIATE APPROVAL NUMBERS 1. HORIZONTAL BUILDING SEPARATION ALLOWANCE PER IBC 510.2 OR PROPOSED FIRESTOPPING SYSTEMS. TYPE 5A CONSTRUCTION OVER PODIUM OF TYPE 1A CONSTRUCTION WITH 3 HOUR HORIZONTAL SEPARATION APPROVED AUTOMATIC SPRINKLER SUSTAINAI= LE PROGRAMS zszs a 2 � N a 4 2. BUILDING PROTECTED THROUGHOUT BY AN SYSTEM IN ACCORDANCE WITH 903.3.1.1 (NFPA 13). 3. BUILDING PROVIDED WITH A MONITORED MANUAL AND AUTOMATIC FIRE DETECTION SYSTEM THROUGHOUT WITH AUDIBLE AND VISUAL ALARMS (TMC 16.05.050 B). 4. CLASS 1 STANDPIPE HOSE CONNECTIONS PER TMC 16.05.050D. 5. LEVEL ONE MEZZANINE PER IBC 505.1 MEZZANINE AREA >1= 1/2 FLOOR AREA BELOW PER IBC 505.2.1, EXCEPTION 2: TYPE 1A CONSTRUCTION, SPRINKLERED NFPA 13 & APPROVED EMERGENCY VOICE/ALARM COMMUNICATION PER IBC 907.5.2.2. 6. 2 HOUR RATING OF STRUCTURAL FRAME & LOAD BEARING ELEMENTS PER TMC 16.05.020 B. FIRST LEVEL OF TYPE VA CONSTRUCTION 7. STAIR ENCLOSURES PRESSURIZED PER TMC 16.05.040. a THE PROJECT SHALL COMPLY WITH THE FOLLWOING SUSTAINABLE PROGRAM REQUIREMENTS: 1. EVERGREEN SUSTAINABLE DEVELOPMENT v2.2: REFERENCE EVERGREEN PROJECT PLAN AND COMPLIANCE CHECKLIST PREPARED BY OWNER & GENERAL CONTRACTOR. 2. SEATTLE CITY LIGHT BUILT -SMART PROGRAM FOR AFFORDABLE HOUSING: REFERENCE BUILT SMART USER MANUAL http://www.seattle.gov/light/conserve/resident/cv5_abs.htm .- N 14400 TUKWILA INTERNATIONAL BOULEVARD, TUKWILA , WA 98188 VT: DEVELOPMENT ASSOCIATES, LLC SE, BUILDING A, SUITE 300 1374 PREPARED FOR THE TUKWILA VILLAGE - BUILDING D . © JOHNSON BRAUND, INC. THEY ARE NOT INTENDED FOR USE ON ANY OTHER PROJECT. 8. ELEVATOR HOISTWAYS ELEVATOR LOBBY (LVLS 2-6) PER TMC 16.05.080.3 AND SMOKE DOORS LVLS P1,1 & M) INSTRUCTIONS TO BIDDERS 9. STANDBY GENERATOR SET PROVIDED ON PREMISE (NFPA 70) PER TMC 16.05.050 FOR EMERGENCY LIGHTING, STAIR ENCLOSURE & ELEVATOR SHAFT PRESSURIZATION AND ELEVATORS. 10. EMERGENCY COMMUNICATIONS SYSTEM PER TMC 16.46.110. PROVIDE JACKS ON EACH FLOOR OF EACH STAIR TOWER AND BESIDE ELEVATOR. A MINIMUM OF SIX HANDSETS STORED IN EMERGENCY COMMUNICATIONS ROOM. 11. EMERGENCY COMMUNICATIONS SYSTEM ROOM CONSTRUCTED (IBC 911) PER TMC 16.46.120. 12. EMERGENCY EVACUATION NOTIFICATION SYSTEM (IBC 403) PER TMC 16.46.130. 13. SMOKE EVACUATION SYSTEM (IBC/IFC 909) PER TMC 16.46.140. 14. APPROVED ALTERNATE MATERIALS & METHODS REQUEST TO ALLOW WOOD FRAME STAIRWAY CONSTRUCTION BELOW THE PODIUM (LEVEL 2) SLAB - TYPE 1A CONSTRUCTION. A. PROVIDE THREE HOUR NON-COMBUSTIBLE FIRE BARRIER WALLS AT EXIT ENCLOSURE AND EXIT PASSGAEWAYS IN TYPE 1A CONSTRUCTION AT LEVELS P1, 1 & M. B. PROVIDE 3 -HOUR OPENING PROTECTIVES AT EXIT ENCLOSURE & EXIT PASSAGEWAY IN TYPE 1A CONSTRUCTION AT LEVELS P1,1 & M. C. PROVIDE SPRINKLER PROTECTION (NFPA 13) AT BOTH FLOOR LEVEL AND MID-LEVEL f- THE GENERAL CONTRACTOR SHALL PROVIDE THE FOLLOWING BREAKDOWN / BID ALTERANATE ITEMS TO THE OWNER FOR REVIEW; 1. BID ALTERNATE FINISHES PROVIDE LINE ITEM BREAKDOWN FOR "BID ALTERNATES" NOTED ON FINISH SCHEDULE SHEET 1D200. . ' : WALL PARTITION ROOM DIVIDER PROVIDE LINE ITEM : - • : o A , • - MOVEABLE WALL PARTITI • ► e • . 1 TRAINING ROOM S19/SHEET ID100 AND A I rai.--' _ ••.at:- /ID501. INCLUDE ALL . • W' ION OF WALL SYST V . - - e ,, - •LENT IS ASSOCIAED COMPONENTS . ► • •- : AN POT ► • Y 3. • ' c - • ' : E GLASS WALL PARTITIONS / BID ALTERNATES THE PLANS CURRE ` e E DEMOUNTABLE GLASS i . _ - • - • SYSTEMS INCLUDED BY OPEN SQUARE (PRO :,.:•= ' -•:� • D). REFERENCE OPEN SQUARE PLANS INCLUDED FO - PROVIDE BID AL - • OR SITE -BUILT GLASS W S SHOWN ON SHEET ID600. 4. OFFICE FURNITURE& WALL PLANS OPEN SQUARE FURNITURE AND WALL PLANS ARE PROVIDED FOR "EFI= Q J - Y F- `- w w °° W a Q O = rn W v Q �g a g w g ', o Q > Q a Z~ Q w g F- J g - 1:1-1_ Z cV Q WLIJ 0-' H N a ICC LANDINGS AT STAIRWAYS IN TYPE 1A CONSTRUCTION AT LEVELS P1,1 & M. 15. THE FOLLOWING ITEMS ARE INCLUDED UNDER BUILDING CORE & SHELL PERMIT# D14-0326: A. MEZZANINE (CONCRETE SLAB) AND ALLOWABLE AREA CALCULATIONS B. EXIT STAIR ENCLOSURES C. ELEVATOR D. ENTRY VESTIBULES E. RESTROOMS F. TRASH ROOM G. ASSOCIATED PARKING IN GARAGE AND SURFACE PARKING H. EXTERIOR ENVELOPE AND ENERGY CODE COMPLIANCE COORDIANTION ONLY. FURNITURE PROCUREMENT & INSTALLATIO OPENSQUARE AND ARE NOT INCLUDED IN THIS CONSTRUCTION BI PR V FOR •CODE COMPLIANC!: i APPROVED JAN 0 4 2010 City of Tukwila BUILDING DIVISION PROPOSED BUILDING AREAS BY OCCUPANCY RECEIVED crrY OF TUKWILA CORRRFCTION017 LEVEL OCCUPANCY GROUP LTR PERMIT CENTER B AREA(SF) 2 MEZZ. 4,784 4,784 LEVEL 1 10,020 10,020 ill PROJECT#: 1026.04 DRAWN BY: DWK CHECKED BY: DWK �✓ SUMMARY OF SPECIAL INSPECTIONS Subtotal 14,804 TOTAL 14,804 ITEM INSPECTION REQUIRED REMARK BUILDING CODE COMPLIANCE NOTES SEE CORE AND SHELL BUILDING PERMIT FOR MEZZANINE AREA CALCULATIONS STRUCTURAL STEEL VERIFY MEMBER SIZES AND PLACEMENT, AND BOLTED CONNECTIONS ARE SNUG -TIGHT; PERIODIC INSPECTION REFER TO SHOP DRAWINGS a D001 PERMIT SUBMITTAL m � k . 7 p' STRUCTURAL STEEL cont. ON-SITE WELDING PERIODIC INSPECTION OF FILLET WELDS 5/16" AND LESS EPDXY OR MECHANICAL ANCHORS VERIFY INSTALLATION SIZE AND DEPTH; CONTINUOUS INSPECTION REFER TO SHOP DRAWINGS OR FIELD DIRECTIVES 0111� 0<� y t' � 4 tt t1ri ktip. Y��. S �� k,. ' $1J.1ti:. t�f�S�U�`u • . �; 10/16/2017 8:16:02 PM GENE RAL NOTES A. GENERAL 1. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES THAT EXIST WITHIN THE DRAWINGS 2. ALL METHODS, MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE GOVERNING CODES LISTED SHEET A001. 3. COMPLY WITH ALL APPLICABLE CODES & ORDINANCES. 4. UNLESS OTHERWISE NOTED, PLAN DIMENSIONS ARE TO FACE OF STUDS. 5. DO NOT SCALE DRAWINGS 6. VERIFY ALL ROUGH -IN DIMENSIONS FOR EQUIPMENT PROVIDED IN THIS CONTRACT OR BY OTHERS. 7. VERIFY SIZE AND LOCATION OF AND PROVIDE ALL OPENINGS THROUGH FLOORS AND WALLS W/ APPROPRIATE FIRE PROTECTION. 8. REPETITIVE FEATURES ARE OFTEN DRAWN ONLY ONCE AND SHALL BE COMPLETELY PROVIDED AS IF DRAWN IN FULL. 9. ALL DOORS NOT LOCATED BY DIMENSIONS ON PLANS, INTERIOR ELEVATIONS, OR DETAILS SHALL BE 3" (2 STUDS) FROM FACE OF ADJACENT STUD WALL TO EDGE OF DOOR ROUGH OPENING. B. SITE ISSUES - PER CORE AND SHELL PERMIT 1. TENANT SUITE ADDRESS: FIRE DEPT REQUIREMENT: VERIFY MIN. HEIGHT LETTERS, 1/2" MIN. WIDTH LETTERS, CONTRASTING BACKGROUND, PLAINLY VISIBLE FROM THE STREET. C. MOISTURE CONTROL - PER CORE AND SHELL PERMIT D. HAZARD 1. GUARDS (IBC 1013) A. SHALL BE LOCATED ALONG OPEN SIDED WALKING SURFACES THAT ARE LOCATED MORE THAN 30 INCHES TO FLOOR OR GRADE BELOW. GUARDS SHALL BE NO LESS THAN 42 INCHES IN HEIGHT, EXCEPT THAT WITHIN INDIVIDUAL UNITS OF R-2 OCCUPANCIES, WHERE THE TOP OF THE GUARD ALSO SERVES AS A HANDRAIL ON THE OPEN SIDE OF STAIRS, THE TOP OF THE GUARD SHALL HAVE A HEIGHT NOT LESS THAN 34" MIN. AND NOT MORE THAN 38" MAX. IN HEIGHT (IBC 1013.2, EXCEPTION 2). GUARDS SHALL NOT HAVE OPENINGS WHICH ALLOW PASSAGE OF A SPHERE 4 INCHES IN DIAMETER (IBC 1013.3). B. MECHANICAL EQUIPMENT / ROOF HATCHES: GUARDS SHALL BE PROVIDED WHERE MECHANICAL EQUIPMENT OR ROOF HATCH IS LOCATED WITHIN 10 FEET OF A ROOF EDGE OR OPEN SIDE OF A WALKING SURFACE LOCATED MORE THAN 30 INCHES ABOVE THE FLOOR, ROOF OR GRADE BELOW. GUARDS MUST PREVENT THE PASSAGE OF A SPHERE 21" IN DIAMETER AND EXTEND NOT LESS THAN 30" BEYOND THE EACH END OF THE EQUIPMENT (IBC 1013.6). 2.SAFETY GLAZING (IBC 2406) IS REQUIRED IN HAZARDOUS LOCATIONS. REFER TO WINDOW SCHEDULE SHEET A600 FOR SPECIFIC LOCATIONS. E. FIRE SAFETY ISSUES 1. AUTOMATIC SPRINKLER SYSTEMS : PROVIDE AN APPROVED SPRINKLER SYSTEMS DESIGNED AND INSTALLED IN ACCORDANCE W/ IBC 903.3.1.1. SPRINKLERS SHALL BE INSTALLED THROUGHOUT IN ACCORDANCE WITH NFPA 13, EXCEPT AS PROVIDED IN 903.1.1.1. 2. STANDPIPE SYSTEMS : PROVIDE CLASS I STANDPIPES PER IBC 905.3.1 EXCEPTION 1, INSTALLED IN ACCORDANCE WITH NFPA 14. IN EVERY REQUIRED STAIRWAY, A HOSE CONNECTION SHALL BE PROVIDED FOR EACH FLOOR LEVEL ABOVE OR BELOW GRADE. HOSE CONNECTIONS SHALL BE MADE AT AN INTERMEDIATE FLOOR LEVEL LANDING BETWEEN FLOORS, UNLESS OTHERWISE APPROVED BY THE BUILDING OFFICIAL (IBC 905.4). 3. PORTABLE FIRE EXTINGUISHERS (IBC 906): FOR BUILDINGS UNDER CONSTRUCTION PROVIDE PORTABLE FIRE EXTINGUISHERS PER 3315 OF THE INTERNATIONAL FIRE CODE. FOR GROUPS A,B,M,R-2,S-2 OCCUPANCIES PROVIDE PORTABLE FIRE EXTINGUISHERS SELECTED, INSTALLED AND MAINTAINED IN ACCORDANCE WITH IBC 906.2 AND NFPA 10. ORDINARY HAZARD OCCUPANCY: 2-A RATED EXTINGUISHER, MAX. TRAVEL 75 FEET (IBC TABLE 906.1) SEE PLAN FOR LOCATIONS OF 2A 10BC FIRE EXTINGUISHERS. 4. FIRE ALARM & DETECTION SYSTEMS (IBC 907.2.) PROVIDE FIRE ALARM AND DETECTION SYSTEM DESIGNED, INSTALLED & MAINTAINED IN ACCORDANCE W/ NFPA 72. FOR GROUP B. PROVIDE OCCUPANT NOTIFICATION IN ACCORDANCE WITH 907.5. NOT FEWER THAN ONE MANUAL FIRE ALARM BOX SHALL BE PROVIDED IN AN APPROVED LOCATION TO INITIATE A FIRE ALARM SIGNAL FOR FIRE ALARM SYSTEMS EMPLOYING AUTOMATIC FIRE DETECTORS OR WATERFLOW DETECTION DEVISES. WHERE CODE ALLOWS ELIMINATION OF FIRE ALARM BOXES DUE TO SPRINKLERS, A SINGLE ALARM BOX SHALL BE INSTALLED. FIRE ALARM CONTRACTOR SHALL VERIFY & MEET ALL REQUIREMENTS FOR FIRE ALARMS & SMOKE DETECTORS AND SHALL SUBMIT A FIXTURE SCHEDULE AND DRAWINGS FOR FIRE ALARM SYSTEM TO FIRE AUTHORITY FOR APPROVAL. FIRE ALARM SUB -CONTRACTOR IS RESPONSIBLE FOR OBTAINING NECESSARY PERMIT(s). 5. FIRE DEPARTMENT CONNECTIONS (IBC 912) PROVIDE FIRE DEPARTMENT CONNECTIONS DESIGNED AND INSTALLED IN ACCORDANCE WITH NFPA 13 AND IBC 912.2 - 912.5. 7. FIRE PUMPS (IBC 913) WHERE PROVIDED SHALL BE INSTALLED IN ACCORDANCE WITH NFPA 20 AND IBC 913. 8. PENETRATIONS (IBC 714) PROVIDE FIRESTOPPING/PROTECTION AT ALL PENETRATIONS (THROUGH PENETRATIONS AND MEMBRANE PENETRATIONS) AT FIRE RATED WALL AND HORIZONTAL ASSEMBLIES PER IBC 714. 9. FIRE-RESISTANT JOINT SYSTEMS (IBC 715) PROVIDE PROTECTION FOR JOINTS INSTALLED IN OR BETWEEN FIRE -RESISTANCE RATED ASSEMBLIES WITH AN APPROVED FIRE-RESISTANT JOINT SYSTEM PER IBC 715. 10. PROVIDE PROTECTION OF DUCT PENETRATIONS AND AIR TRANSFER OPENINGS IN FIRE RATED ASSEMBLIES PER IBC 717. 11. CONCEALED SPACES (IBC 718) PROVIDE FIREBLOCKING PER IBC SECTION 718.2. PROVIDE DRAFTSTOPPING PER IBC 718.4. 12. FIRE DOOR ASSEMBLIES (IBC 716.5): PROVIDE APPROVED FIRE DOOR ASSEMBLIES, AS NOTED ON DOOR SCHEDULE, INSTALLED IN ACCORDANCE WITH IBC 716.5 AND NFPA 80. ALL FIRE DOOR ASSEMBLIES SHALL BE LABELED BY AN APPROVED AGENCY. THE LABELS SHALL COMPLY WITH NFPA 80 AND BE PERMANENTLY AFFIXED TO THE FRAME (IBC 715.5.7) 13. FIRE PROTECTION RATED GLAZING (IBC 716.6): PROVIDE RATED GLAZING, AS NOTED ON WINDOW/DOOR SCHEDULE, TESTED IN ACCORDANCE WITH AND MEETING THE ACCEPTABLE CRITERIA OF NFPA 257 OR UL9 AND NFPA 80. FIRE PROTECTION RATED GLAZING SHALL BEAR A LABEL ISSUED BY AN APPROVED AGENCY AND PERMANENTLY AFFIXED TO THE GLAZING PER IBC 716.6.8. 14. FIRE RATED ASSEMBLIES; REFER TO CORE & SHELL PERMIT FOR REQUIRED FIRE RESISTANCE RATED WALLS, FLOOR/CEILING AND ROOF/CEILING ASSEMBLIES. F. MATERIALS 1. THERMAL AND SOUND INSULATING MATERIALS (IBC 720): REQUIRED FLAME SPREAD INDEX OR SMOKE - DEVELOPED INDEX SHALL BE DETERMINED IN ACCORDANCE WITH ASTM E 84 OR UL 723. A. INSULATION MATERIALS IN A CONCEALED INSTALLATION SHALL HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 AND A SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450. (IBC 720.2) B. INSULATION MATERIALS IN AN EXPOSED INSTALLATION SHALL HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 AND A SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450. (IBC 720.3) C. CELLULOSE LOOSE -FILL INSULATION SHALL COMPLY WITH CPSC 16 CFR, PART 1209 AND PART 1404 (IBC 720.6) D. INSULATION COVERING ON PIPE AND TUBING SHALL HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 AND A SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450. (IBC 720.7) 2. FOAM PLASTIC INSULATION SHALL CONFORM TO THE REQUIREMENTS OF IBC 2603: UNLESS OTHERWISE INDICATED IN THIS SECTION, FOAM PLASTIC CORES OF MANUFACTURED ASSEMBLIES SHALL HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 75 AND A SMOKE DEVELOPMENT INDEX OF NOT MORE THAN 450 TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723. 3. WALL AND CEILING FINISHES (IBC 803): INTERIOR WALL AND CEILING FINISHES SHALL BE CLASSIFIED IN ACCORDANCE WITH ASTM E 84 OR UL 723. THE MAXIMUM FLAME -SPREAD CLASS OF FINISH MATERIALS USED ON INTERIOR WALLS AND CEILINGS FOR B OCCUPANCIES IN A SPRINKLERED BUILDING SHALL BE CLASS B FOR EXIT ENCLOSURES & PASSAGEWAYS, AND CLASS C FOR CORRIDORS AND ROOMS AND ENCLOSED SPACES. CLASS B: FLAME SPREAD INDEX 26-75, SMOKE DEVELOPED INDEX 0-450. CLASS C: FLAME SPREAD INDEX 76-200, SMOKE DEVELOPED INDEX 0-450. (IBC 803.1.1) 4. TOILET AND BATHROOM REQUIREMENTS (IBC 1210) A. FLOORS AND WALL BASE (IBC 1210.2.1): IN OTHER THAN DWELLING UNITS, TOILET, BATHING AND SHOWERS ROOM FLOOR FINISH MATERIALS SHALL HAVE A SMOOTH HARD, NON-ABSORBANT SURFACE. THE INTERSECTION OF FLOORS AND WALLS SHALL HAVE A SMOOTH, HARD, NON-ABSORBANT VERTICAL BASE THAT EXTENDS UP THE WALL AT LEAST 4 INCHES. B. IN OTHER THAN DWELLING UNITS, WALLS AND PARTITIONS WITHIN 2 FEET OF URINALS AND WATER CLOSETS SHALL HAVE A HARD, NON-ABSORBANT SURFACE TO A HEIGHT OF 4 FEET ABOVE THE FLOOR. THE MATERIAL SHALL BE OF A TYPE THAT IS NOT ADVERSELY AFFECTED BY MOISTURE. TOILET ROOM ACCESSORIES PROVIDED ON OR WITHIN WALLS SHALL BE INSTALLED AND SEALED TO PROTECT STRUCTURAL ELEMENTS FROM MOISTURE. (IBC 1210.2.2) 5. GYPSUM CONSTRUCTION (IBC 2508) A. GYPSUM BOARD SHALL BE INSTALLED IN COMPLIANCE WITH ASTM C 840 & GA 216, GYPSUM SHEATHING: ASTM C 1280.(IBC 2508.1) B. GYPSUM WALLBOARD OR GYPSUM PLASTER SHALL NOT USED IN ANY EXTERIOR SURFACE WHERE EXPOSED TO THE WEATHER. GYPSUM SHEATHING SHALL BE INSTALLED ON EXTERIOR SURFACES IN ACCORDANCE WITH ASTM C 1280. (IBC 2508.2) C. GYPSUM WALLBOARD, GYPSUM LATH OR GYPSUM PLASTER SHALL NOT BE INSTALLED UNTIL WEATHER PROTECTION FOR THE INSTALLATION IS PROVIDED. (IBC 2508.2.1) D. WHEN APPLIED DIRECTLY ON FRAMING, ALL EDGES AND ENDS OF GYPSUM WALLBOARD IN SINGLE -PLY APPLICATIONS SHALL OCCUR ON THE FRAMING MEMBERS, EXCEPT THOSE EDGES WHICH ARE PERPENDICULAR TO THE FRAMING (IBC 2508.3) E. WOOD SUPPORTS FOR GYPSUM WALLBOARD SHALL BE NO LESS THAN 2" NOMINAL IN THE SMALLEST DIMENSION, EXCEPT THAT 1" NOMINAL BY 2" NOMINAL FURRING STRIPS MAY BE USED OVER SOLID BACKING. (IBC 2504.1.1). F. GLASS MAT WATER-RESISTANT GYPSUM BACKING PANELS, DISCRETE NONASBESTOS FIBER -CEMENT INTERIOR SUBSTRATE SHEETS OR NONASBESTOS FIBER -MAT REINFORCED CEMENT SUBSTRATE SHEETS (ASTMC 1178, C1288 OR C1325) INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS A BASE FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL AND CEILING PANELS IN SHOWER AREAS. WATER RESISTANT GYPSUM BACKING BOARD SHALL BE USED AS A BASE FOR TILE IN WATER CLOSET COMPARTMENT WALLS (ASTM C 840, GA -216). REGULAR GYPSUM WALLBOARD IS PERMITTED UNDER TILE OR WALL PANELS IN OTHER CEILING AREAS.(IBC 2509.2) G. WATER RESISTANT GYPSUM BACKING BOARD SHALL NOT BE USED OVER A VAPOR RETARDER IN SHOWER OR BATHTUB COMPARTMENTS, IN DIRECT EXPOSURE TO WATER OR AREAS SUBJECT TO HIGH HUMIDITY OR ON CEILINGS WHERE FRAMING EXCEED 12" O.C. FOR 1/2" BOARD OR 16" O.C. FOR 5/8" BOARD.(IBC 2509.3) G. MISCELLANEOUS 1. PROVIDE BLOCKING AT ALL DOOR KNOB STRIKER POINTS. 2. PROVIDE BLOCKING FOR ALL WALL MOUNTED ACCESSORIES AND LIGHT FIXTURES. 3. PROVIDE BLOCKING FOR ALL WALL MOUNTED DOOR STOPS. 4. PROVIDE BLOCKING FOR ALL GRAB BARS. 5. PROVIDE BLOCKING FOR ALL WALL MOUNTED AND RECESSED CABINETS. 8. INSTALL WOOD BACKING/BLOCKING IN METAL FRAMING FOR HANDRAILS, MILLWORK, CABINETS AND WINDOW & DOOR FRAMES. (IBC 603.1.14) 9. PROVIDE VENTILATION & EXHAUST IN ACCORDANCE WITH INTERNATIONAL MECHANICAL CODE. ACCESSIBLITY NOTES : A. GENERAL 1. BUILDINGS AND FACILITIES SHALL BE DESIGNED AND CONSTRUCTED TO BE ACCESSIBLE IN ACCORDANCE WITH THE IBC CHAPTER 11: ACCESSIBILITY AND ICC/ANSI A117.1-2009, AS AMENDED AND THE 2010 AMERICANS WITH DISABILITIES ACT (ADA) STANDARDS. 2. SCOPING: SITES, BUILDINGS, STRUCTURES, FACILITIES, ELEMENTS AND SPACES, TEMPORARY OR PERMANENT, SHALL BE ACCESSIBLE TO PERSONS WITH PHYSICAL DISABILITIES. (IBC 1103.1) 3. PARKING (IBC 1106): REFER TO SHEET A001 FOR ACCESSIBLE PARKING REQUIREMENTS AND STATISTICS. 5. ACCESSIBLE MEANS OF EGRESS (IBC 1007): ACCESSIBLE SPACES SHALL BE PROVIDED WITH NOT LESS THAN ONE ACCESSBILE MEANS OF EGRESS. WHERE MORE THAN ONE MEANS OF EGRESS ARE REQUIRED BY SECTION 1015.1 OR 1021.1 FROM ANY ACCESSIBLE SPACE, EACH ACCESSIBLE PORTION OF THE SPACE SHALL BE SERVED BY NOT LESS THAN TWO ACCESSIBLE MEANS OF EGRESS (IBC 1007.1). EACH REQUIRED ACCESSIBLE MEANS OF EGRESS SHALL BE CONTINUOUS TO A PUBLIC WAY AND SHALL CONSIST OF ONE OR MORE OF THE FOLLOWING COMPONENTS (IBC 1007.2): A. B. C. D. E. F. G. H. J. ACCESSIBLE ROUTE INTERIOR EXIT STAIRWAYS EXTERIOR EXIT STAIRWAYS ELEVATORS PLATFORM LIFTS HORIZONTAL EXITS RAMPS AREAS OF REFUGE EXTERIOR AREA FOR ASSISTED RESCUE 6. SIGNAGE (IBC 1110): PROVIDE SIGNAGE, DIRECTIONAL SIGNAGE AND OTHER SIGNAGE AS REQUIRED BY IBC SECTIONS 1110.1, 1110.2 AND 1110.3 AND ICC/ANSI CH.7. 7. THE FOLLOWING NOTES ARE PROVIDED AS A REFERENCE AND ARE NOT INTENDED TO REPLACE THE CODE. REFER THE REFERENCED CODES FOR COMPLETE TEXT AND FIGURES. C. BUILDING BLOCKS 1. FLOOR SURFACE (ICC/ANSI 302): A. SHALL BE STABLE, FIRM AND SLIP -RESISTANT. B. CARPET SHALL HAVE A FIRM CUSHION, PAD OR BACKING OR NO CUSHION OR PAD. CARPET SHALL HAVE A LEVEL LOOP, TEXTURED LOOP, LEVEL CUT PILE OR LEVEL CUT/UNCUT PILE TEXTURE. THE PILE SHALL BE 1/2" MAX. IN HEIGHT. C. OPENINGS IN FLOOR SURFACE SHALL NOT PERMIT THE PASSAGE OF 1/2" DIAM. SPHERE. ELONGATED OPENINGS SHALL BE PLACED WITH LONG DIRECTION PERPENDICULAR TO DOMINANT DIRECTION OF TRAVEL. 2. CHANGES IN LEVEL (ICC/ANSI 303): A. CHANGES IN LEVEL OF 1/4" MAXIMUM IN HEIGHT ARE ALLOWED TO BE VERTICAL. B. CHANGES IN LEVEL GREATER THAN 1/4" AND NOT MORE THAN 1/2" MAXIMUM HEIGHT SHALL BE BEVELED WITH A SLOPE NOT STEEPER THAN 1:2. 3. A. B. C. D. 4. A. B. C. D. E. F. TURNING SPACE (ICC/ANSI 304): FLOOR SURFACE OF TURNING SPACE SHALL HAVE A SLOPE NOT STEEPER THAN 1:48. CIRCULAR: 60" MIN. DIAMETER, PERMITTED TO INCLUDE KNEE & TOE CLEARANCE. T -SHAPED: REFER TO FIGURE 304.3. DOORS ARE PERMITTED TO SWING INTO TURNING SPACE UNLESS OTHERWISE SPECIFIED. CLEAR FLOOR SPACE (ICC/ANSI 305): FLOOR SURFACE OF TURNING SPACE SHALL HAVE A SLOPE NOT STEEPER THAN 1:48 (2%). SIZE: 30" X 48" PERMITTED TO INCLUDE KNEE & TOE SPACE UNLESS OTHERWISE SPECIFIED. POSITIONED FOR EITHER A PARALLEL OR FORWARD APPROACH. ONE FULL, UNOBSTRUCTED SIDE SHALL ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE. IF POSITIONED IN AN ALCOVE, ADDITIONAL MANEUVERING CLEARANCES ARE REQUIRED. 5. KNEE AND TOE CLEARANCES (ICC/ANSI 306): WHERE SPACE BENEATH AN ELEMENT IS INCLUDED AS PART OF A CLEAR FLOOR SPACE, CLEARANCE OR TURNING SPACE IT SHALL COMPLY AS FOLLOWS: A. TOE CLEARANCE: SPACE BENEATH AN ELEMENT BETWEEN THE FLOOR AND 9" ABOVE THE FLOOR; 17" MIN /25" MAX. DEPTH UNDER AN ELEMENT; 30" MIN. IN WIDTH. B. KNEE CLEARANCE: SPACE BENEATH AN ELEMENT BETWEEN 9" AND 27" ABOVE THE FLOOR; 11" MIN / 25" MAXIMUM DEPTH UNDER AN ELEMENT AT 9" ABOVE THE FLOOR. 8" MIN. IN DEPTH AT 27" ABOVE THE FLOOR. BETWEEN 9" AND 27" THE KNEE CLEARANCE MAY BE REDUCED AT A RATE OF 1" FOR EACH 6" IN HEIGHT; 30" MIN. IN WIDTH. 6. PROTRUDING OBJECTS (ICC/ANSI 307) ON CIRCULATION PATHS: A. OBJECTS WITH LEADING EDGES MORE THAN 27" AND NOT MORE THAN 80" ABOVE THE FLOOR SHALL PROTRUDE 4" MAXIMUM INTO THE CIRCULATION PATH. B. GUARDRAILS OR OTHER BARRIERS SHALL BE PROVIDED WHERE OBJECT PROTRUDE GREATER THAN 4" AND/OR WHERE THE VERTICAL CLEARANCE IS LESS THAN 80" ABOVE THE FLOOR. THE LEADING EDGE OF SUCH BARRIER SHALL BE 27" MAXIMUM ABOVE THE FLOOR. C. PROTRUDING OBJECTS SHALL NOT REDUCE THE REQUIRED CLEAR WIDTH OF ACCESSIBLE ROUTES. 7. REACH RANGES (ICC/ANSI 308): A. FORWARD REACH: WHERE FORWARD REACH IS UNOBSTRUCTED, THE HIGH REACH SHALL BE 48" MAXIMUM AND LOW REACH SHALL BE 15" MINIMUM ABOVE THE FLOOR. WHERE HIGH FORWARD REACH IS OVER AN OBSTRUCTION, THE CLEAR FLOOR SPACE SHALL EXTEND BENEATH THE ELEMENT FOR A DISTANCE NOT LESS THAN THE REQUIRED REACH DEPTH. WHERE THE REACH DEPTH IS 20" MAXIMUM, THE HIGH REACH SHALL BE 48" MAXIMUM. WHERE THE REACH DEPTH IS GREATER THAN 20" TO 25" MAX., THE HIGH REACH SHALL BE 44" MAXIMUM. B. SIDE REACH: WHERE CLEAR FLOOR SPACE ALLOWS A PARALLEL APPROACH TO AN ELEMENT, AND THE SIDE REACH IS UNOBSTRUCTED, THE HIGH REACH SHALL BE 48" MAXIMUM AND LOW REACH SHALL BE 15" MINIMUM ABOVE THE FLOOR. WHERE THE HIGH SIDE REACH IS OVER AN OBSTRUCTION, THE HEIGHT OF THE OBSTRUCTION SHALL BE 34" MAXIMUM AND THE DEPTH SHALL BE 24" MAXIMUM. THE HIGH SIDE REACH SHALL BE 48" MAXIMUM FOR A REACH DEPTH OF 10" AND 46" MAXIMUM >10" TO 24" MAXIMUM REACH DEPTH. 8. OPERABLE PARTS (ICC/ANSI 309): A. A CLEAR FLOOR SPACE SHALL BE PROVIDED AT OPERABLE PARTS. B. OPERABLE PARTS SHALL BE LOCATED WITH REACH RANGES. C. SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL NOT EXCEED 5.0 POUNDS. D. ACCESSIBLE ROUTE OF TRAVEL 1. ACCESSIBLE ROUTE (IBC 1104) A. SITE ARRIVAL POINTS (IBC 1104.1): ACCESSIBLE ROUTES WITHIN THE SITE SHALL BE PROVIDED FROM PUBLIC TRANSPORTATION STOPS; ACCESSIBLE PARKING, ACCESSIBLE LOADING ZONES AND PUBLIC STREETS OR SIDEWALKS TO THE BUILDING ENTRANCE SERVED. B. WITHIN A SITE (IBC 1104.2): AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT ACCESSIBLE BUILDINGS, ACCESSIBLE FACILITIES, ACCESSIBLE ELEMENTS AND ACCESSIBLE SPACES THAT ARE ON THE SAME SITE. C. CONNECTED SPACES (IBC 1104.3): WHEN A BUILDING OR PORTION OF BUILDING IS REQUIRED TO BE ACCESSIBLE, AN ACCESSIBLE ROUTE SHALL BE PROVIDED TO EACH PORTION OF THE BUILDING, TO ACCESSIBLE BUILDING ENTRANCES CONNECTING ACCESSIBLE PEDESTRIAN WALKWAYS AND THE PUBLIC WAY. D. LOCATION (IBC 1104.5): ACCESSIBLE ROUTES SHALL BE LOCATED IN THE SAME AREA AS GENERAL CIRCULATION PATH. E. ACCESSIBLE ENTRANCES (IBC 1105): 60% OF PUBLIC ENTRANCES ARE REQUIRED TO BE ACCESSIBLE. REFER TO THE ARCHITECTURAL SITE PLAN FOR DESIGNATED ACCESSIBLE ROUTES OF TRAVEL AND ACCESSIBLE ENTRANCES. 2. ACCESSIBLE ROUTES SHALL CONTAIN ONE OR MORE OF THE FOLLOWING COMPONENTS: A. WALKING SURFACE (ICC/ANSI 403): 1. SLOPE: SHALL HAVE A RUNNING SLOPE NOT STEEPER THAN 1:20 (5%) AND CROSS SLOPE NOT STEEPER THAN 1:48 (2%). 2. CLEAR WIDTH: THE MINIMUM CLEAR WIDTH OF AN ACCESSIBLE ROUTE OF TRAVEL SHALL BE 32" WIDTH FOR LENGTH </= 24" AND 36" WIDTH FOR LENGTH >/= 24". EXTERIOR ROUTES SHALL HAVE A CLEAR WIDTH OF 44" IBC 1101.2.2 (WA STATE AMENDMENT). WHERE AN ACCESSIBLE ROUTE INCLUDES A 180 DEGREE TURN AROUND AN OBJECT THAT IS LESS THAN 48 INCHES IN WIDTH, CLEAR WIDTHS SHALL BE 42 INCHES APPROACHING THE TURN, 48" MINIMUM DURING THE TURN, AND 42" LEAVING THE TURN. IF CLEAR WIDTH AT TURN IS 60" MINIMUM, 36" WIDE ROUTE IS ALLOWED. 3. PASSING SPACE: AN ACCESSIBLE ROUTE WITH A CLEAR WIDTH LESS THAN 60" SHALL PROVIDE A 60" X 60" PASSING SPACE AT INTERVALS OF 200' MAXIMUM. B. DOORS AND DOORWAYS (ICC/ANSI 404): 1. CLEAR WIDTH: DOORWAYS SHALL HAVE A CLEAR OPENING WIDTH OF 32" MINIMUM, MEASURED BETWEEN THE FACE OF THE DOOR AND THE STOP, WITH DOOR OPENED 90 DEGREES. OPENINGS WITHOUT DOORS MORE THAN 24" IN DEPTH SHALL PROVIDE A CLEAR WIDTH OF 36". THERE SHALL BE NO PROJECTIONS LOWER THAN 34". PROJECTIONS BETWEEN 34" AND 80" SHALL NOT EXCEED 4". (EXCEPTION DOOR CLOSERS AND STOPS ARE PERMITTED TO BE 78" ABOVE THE FLOOR.) 2. MANEUVERING CLEARANCES AT DOORS: PER ICC/ANSI TABLE 404.2.3.2 AND FIGURE 404.2.3.2. 3. THRESHOLDS: MAX. 1/2" IN HEIGHT, BEVELED NO STEEPER THAN 1:2. 4. TWO DOORS IN SERIES: 48" MIN + DOOR WIDTH OPENING INTO SPACE. SPACE BETWEEN DOORS TO PROVIDE A 60" TURNING SPACE. 5. REFER TO DOOR SCHEDULE NOTES FOR ACCESSIBLE REQUIREMENTS FOR DOOR HARDWARE, CLOSING SPEED, DOOR -OPENING FORCE, DOOR SURFACE AND VISION LITES. C. RAMPS (ICC/ANSI 405): 1. SLOPE: MAX. RUNNING SLOPE NOT STEEPER THAN 1:12 (8.33%) AND CROSS SLOPE NOT STEEPER THAN 1:48 (2%). 2. CLEAR WIDTH: 36" MIN. CLEAR BETWEEN HANDRAILS. 3. RISE: 30" MAXIMUM. 4. LANDINGS: REQUIRED AT TOP AND BOTTOM OF EACH RAMP. MAX. 1:48 SLOPE. CLEAR WIDTH OF LANDING AT LEAST AS WIDE AS RAMP AND 60" MIN. IN LENGTH. WHERE RAMP CHANGES DIRECTION MUST PROVIDE A 60" TURNING SPACE. 5. HANDRAILS: RAMPS WITH RISE GREATER THAN 6" ARE REQUIRED TO HAVE HANDRAILS ON EACH SIDE. 6. EDGE PROTECTION: PROVIDED ON EACH SIDE OF RAMP RUNS AND RAMP LANDINGS BY EITHER A 12" EXTENDED FLOOR SURFACE PAST THE INSIDE FACE OF RAILING OR BY CURB OR BARRIER WITHIN 4" OF THE FLOOR. D. CURB RAMPS TO COMPLY WITH ICC/ANSI 406 E. ELEVATORS (ICC/ANSI 407). E. SITE & BUILDING ELEMENTS: 1. PARKING SPACES (ICC/ANSI 502): a. SIZE: CAR: 96" MINIMUM IN WIDTH VAN: 132" MINIMUM IN WIDTH (MAY BE 96" MIN. IN WIDTH WITH AN ADJACENT ACCESS AISLE WIDTH OF 96"). VERTICAL CLEARANCE AT VAN STALL AND ROUTE TO/FROM STALL IS 98". b. ACCESS AISLE: SHALL ADJOIN AN ACCESSIBLE ROUTE. MAY BE SHARED BETWEEN TWO ACCESSIBLE SPACES. MIN. 60" IN WIDTH AND EXTEND FULL LENGTH OF PARKING STALL THEY SERVE. MARKED TO DISCOURAGE PARKING IN THEM. c. MAXIMUM SLOPE 1:48 d. IDENTIFICATION: REQUIRED TO BE IDENTIFIED BY SIGNS INCLUDING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY (WHITE ON BLUE BACKGROUND (WA STATE AMEND.) VAN STALLS SHALL BE IDENTIFIED AS "VAN ACCESSIBLE." SIGNS SHALL BE MOUNTED 60" MIN. ABOVE THE SURFACE OF THE STALL TO THE BOTTOM OF THE SIGN. 2. PASSENGER LOADING TO COMPLY WITH ICC/ANSI 503. 3. STAIRWAYS TO COMPLY WITH ICC/ANSI 504 AND IBC 1007.3 4. HANDRAILS (ICC/ANSI 505): 5. WINDOWS (ICC/ANSI 506): F. PLUMBING ELEMENTS & FACILITIES 1. PLUMBING ELEMENTS AND FACILITIES REQUIRED TO BE ACCESSIBLE SHALL COMPLY WITH IBC 1109.1 AND ICC/ANSI CHAPTER 6 WITH AMENDMENTS. 2. REFER TO ACCESSIBILITY DETAILS SHEET CORE & SHELL PERMIT FOR ACCESSIBLE WATER CLOSETS, LAVATORIES, URINALS, DRINKING FOUNTAINS AND GRAB BARS. G. COMMUNICATION FEATURES 1. ALARMS (ICC/ANSI 702): PROVIDE ACCESSIBLE AUDIBLE AND VISUAL ALARMS AND NOTIFICATION APPLIANCES INSTALLED IN ACCORDANCE WITH NFPA 72, POWERED BY A COMMERCIAL LIGHT AND POWER SOURCE, BE PERMANENTLY CONNECTED TO THE WIRING OF THE PREMISES ELECTRIC SYSTEM, AND BE PERMANENTLY INSTALLED. 2. SIGNAGE (ICC/ANSI 703): INTERIOR AND EXTERIOR SIGNS IDENTIFYING PERMANENT ROOMS AND SPACES SHALL BE TACTILE. (IBC 2012 APPENDIX E107.2) TACTILE CHARACTER SHALL BE DUPLICATED IN BRAILLE. SIGNAGE SHALL COMPLY WITH ICC/ANSI SECTION 703. 3. TWO-WAY COMMUNICATION (IBC APPENDIX E105.6): WHERE TWO-WAY COMMUNICATION SYSTEMS ARE PROVIDED TO GAIN ADMITTANCE TO THE BUILDING, THE SYSTEM SHALL COMPLY WITH ICC/ANSI 708. REVIEWED FOR CODE COMPLIANCE APPROVED JAN 0 4 2018 City of Tukwila BUILDING DIVISION O29E IVO 41,1 4> 6 JOHNSON BRAUNDINc. 15200 52nd Ave. South Suite 300 Seattle, WA 98188 Phone 206.766.8300 www.johnsonbraund.com ARCHITECTURE INTERIOR DESIGN Greg L. Aliwine, AIA Jeffrey A. Williams, AIA 3380 REGISTERED ARCHITECT REG L. ALLIIINE ATE OF WASHINGTON SET ISSUANCE DESCRIPTION BID SET PERMIT SUBMITTAL DATE N. 0 00 N N.: N 0 r N .-- .- d 0 ci z _ N Decsription PLAN CHANGES Date N. 0 a a) Et OWNER/APPLICANT: 0 w 0 a_ cc w w I- 0 z z 0 w e: 0 U- 0 w 0 z w 0z OF zp oz w m � wW c�= J j0 Fc -o �Z =0 ~Z 0 I U.� as w a. a. W� 0 Z Z� U ww W �a- RECEIVED CITY OF TUKWILA OCT 202017 PERMIT CENTER PROJECT #: DRAWN BY: CHECKED BY: 1026.04 Author DWK GENERAL NOTES ACCESSIBLITY NOTES 1D002 PERMIT SUBMITTAL FILE NAME: C:\Users\aylam\Documents\1026-Tukwila Village Bldg_D 2017.1 AylaMull.rvt 12/21/2017 1:18:09 PM MEZZANINE PLAN NOTES GENERAL OCCUPANCY NOTES MEZZANINES PER 2015 IBC SECTION 505. OCCUPANCY GROUPS PER IBC CHAPTER 3 CLASSIFICATION ®I> CLASSIFICATION GROUP LOCATION CONSTRUCTION TYPE O H N SO N 1-" - B RAU N DING. ■ ®■ " k / \ \ T DBL. HGT. SPACE DEFINITION OF MEZZANINE : AN INTERMEDIATE LEVEL OR LEVELS BETWEEN THE FLOOR AND CEILING OF ANY STORY AND IN ACCORDANCE WITH SECTION 505. 505.2 MEZZANINES. A MEZZANINE OR MEZZANINES IN COMPLIANCE WITH SECTION 505.2 BUSINESS B LEVEL 1/MEZZ. TYPE IA STORAGE - S-1 MOD. HAZARD LEVEL 1/MEZZ. TYPE IA ( ) ACCESSORY USE Suite152052nd Ave. South Suite 300 Seattle, WA 98188 Phone 206.766.8300 / OPEN TO I� SHALL BE CONSIDERED A PORTION OF THE STORY BELOW. SUCH MEZZANINES SHALL NOT vwwvjohnsonbraund.com BELOW I ARCHITECTURE STAIR I ���� �, CONTRIBUTE TO EITHER THE BUILDING AREA OR NUMBER OF STORIES AS REGULATED BY MIXED-USE AND OCCUPANCY PER IBC 508 SECTION 503.1. THE AREA OF THE MEZZANINE SHALL BE INCLUDED IN DETERMINING THE WHERE A BUILDING CONTAINS MORE THAN ONE OCCUPANCY GROUP, THE BUILDING OR INTERIOR DESIGN FIRE AREA. THE CLEAR HEIGHT ABOVE AND BELOW THE IPPViiir�/ MEZZANINE FLOOR PORTION THERE OF SHALL COMPLY WITH THE APPLICABLE PROVISIONS OF SECTIONS OF Greg L. Aliwine, AIA CONSTRUCTION SHALL NOT BE LESS THAN 7 FEET.508.2, r,�'►���'�-❖.❖❖i46",�'QO 508.3, OR 508.4, OR A COMBINATION THEREOF. Jeffre A. Williams AIA 6ic-►4F4►•�0000A, �S3a. viii��- 2 �°,� 505.2.1 AREA LIMITATION. THE AGGREGATE AREA OF A MEZZANINE OR MEZZANINES LEVELS 1 & MEZZANINE : NON -SEPARATED OCCUPANCIES (IBC 508.3): B/S-1 lla 32? WITHIN A ROOM SHALL BE NOT GREATER THAN ONE-THIRD OF THE FLOOR AREA OF THAT `.���� \ DIAGONAL DISTANCE =211'-9° 1. NON -SEPARATED OCCUPANCIES SHALL BE INDIVIDUALLY CLASSIFIED AND COMPLY ............... �•0.000000❖0.0000 �ii00����22���•iii • DBL. HGT 36 ' , :' � '/ /. < / REQUIRED EXIT SEPARATION = 1/3 = 70'- 6" ACTUAL: 143'-9" ROOM OR SPACE IN WHICH THEY ARE LOCATED. THE ENCLOSED PORTION OF A ROOM SHALL NOT BE INCLUDED IN A DETERMINATION OF THE FLOOR AREA OF THE ROOM IN WITH CODE FOR THE PARTICULAR OCCUPANCY, EXCEPT THAT THE MOST RESTRIC- TIVE PROVISIONS OF CHAPTER 9 (FIRE PROTECTION SYSTEMS) SHALL GOVERN. ����� % - �ESvI WHICH THE MEZZANINE IS LOCATED. IN DETERMING THE ALLOWABLE MEZZANINE AREA, 2. THE ALLOWABLE BUILDING AREA AND HEIGHT FOR THE MOST RESTRICTIVE 3380 ��:�.�❖.�' RE 1'3 MAXIMUM TRAVEL DISTANCE: 92'-10" THE AREA OF THE MEZZANINE SHALL NOT BE INCLUDED IN THE FLOOR AREA OF THE OCCUPANCY SHALL GOVERN REGISTERED �••�• I►�j�j� - '0 ss / \ ,' �' (300' ALLOWED TOTAL / 1 W' COMMON PATH OF TRAVEL) ROOM. (UNLIMITED FOR TYPE 1A PORTION OF BUILDING). NO ARCHITECT 41: il SEPARATION IS REQUIRED BETWEEN NON -SEPARATED OCCUPANCIES. - / Es ; srR f 3. ACCESSORY OCCUPANCIES (IBC 508.2): ARE ANCILLARY TO THE MAIN OCCUPANCY OF dt,.---- . ►'e WHERE A ROOM CONTAINS BOTH A MEZZANINE AND AN EQUIPMENT PLATFORM, THE BUILDING OR PORTION THEREOF. AGGREGATE ACCESSORY OCCUPANCIES SHALL NOT II .......1 / AGGREGATE AREA OF THE TWO RAISED FLOOR LEVELS SHALL BE NOT GREATER THAN I / i dittiii� 7 \ TWO-THIRDS OF THE FLOOR AREA OF THAT ROOM OR SPACE IN WHICH THEY ARE EXCEED MORE THAN 10% OF THE FLOOR AREA OF THE STORY IN WHICH THEY ARE /.REG L. ALLWINE DOS ���� �I � i•00., \ € l DBL.HGT. �/7 u L `� - \ \ LOCATED. LOCATED. NO SEPARATION IS REQUIRED BETWEEN THE ACCESSORY AND MAIN I ATE OF WASHINGTON ~. '�-' OCCUPANCIES. - I /�����4/ IILTS l .•.�, 'i..'' ,��.�.�� ♦.. DBL. HGT. r ;OFF i -� 505.2.1,EXCEPTION 2: / SPACE / , ...��/ ..................•/ /��:���:������o��` ` M\ \•THE /v , O FICE \ / AGGREGATE AREA OF MEZZANINES IN BUILDINGS AND STRUCTURES OF TYPE I OR II CONSTRUCTION SHALL BE NOT GREATER THAN ONE-HALF OF THE FLOOR AREA OF THE �����������o�������o�•+���������������.• - L ■ 4!x!00000000 ❖iQ0000�0. / i `' ROOM IN BUILDINGS AND STRUCTURES EQUIPPED THROUGHOUT WITH AN APPROVED ` �•.. t���i •.• !,�� ....., �`❖❖O. I♦ f 44-.„, DBL. HGT...,":'/ SPACE ;' '•.,� ,,\OPEN .\APPROVED \\ AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1 AND AN EMERGENCY VOICE/ALARM COMMUNICATION SYSTEM IN ACCORDANCE WITH °O�!� \\ CONE. .' \ bFFICE. \ SECTION 907.5.2.2. • .. ODOs ! / / /�\ ,,,TORAGE / \ 05 5 2 2 MEANS OF EGRESS.THE MEANS OFEGRESS- FOR MEZZANINES SHALL COMPLY - �\ �.� s \�,'` /\ �' /\1 sae \I % DESCRIPTION BID SET PERMIT SUM �������� • ..•�0�.�.�e 0 / . ;\ /, // ; /� " ' \ WITH THE APPLICABLE PROVISIONS OF CHAPTER 10. ..���•�����•�•Ov. �•�.•� DBL. HGT. ` .� ,��• SPACE "' \:' ; K. ' ?` / Q+i'- 505.2.3 OPENESS. A MEZZANINE SHALL BE OPEN AND UNOBSTRUCTED TO THE ROOM IN ,/4. -4. , 'lp, � 3:�' ' `i ' !` f WHICH SUCH MEZZANINE IS LOCATED EXCEPT FOR WALLS NOT MORE THAN 42 INCHES IN v 4.. . ,• ��•i4.- v. .- :: ., ,\� �./� STAIR HEIGHT, COLUMNS, AND POSTS. Z . DBL HGT. \ 4 , Q � r .�..... �....4 �����.�.���.���.�.���0�.��1 � � `� ".'�,,.,,.., SPACE , r DBL. HGT. / � 0 a 0 c1 -,, teefr .....��o�/ ---, 4 ./ � ` , SPACE V ���7 l %� 4° 505.2.3, EXCEPTION 2: Cn N �,...;.._..4..,... tri .� \ sTo E ; 46" A MEZZANINE HAVING TWO OR MORE EXITS OR ACCESS TO EXITS IS NOT REQUIRED TO BE -' 0 o a %%� % A�`� �' , OPEN TO THE ROOM IN WHICH THE MEZZANINE IS LOCATED . las o z a .:... ``� OFFICE .� MEANS OF EGRESS ��,���,��.,;� ' REFERENCE APPROVED BUILDING PERMIT & SHELL) FOR THE MEZZANINE /���Qs oFflC • (CORE AREA ►000�• ' t''�'� CALCULATIONS PERMIT# D14-0326 1. AREAS INCLUDED FOR OCCUPANT LOAD CALCULATION IS GROSS AREA. �4� DIA LV MEZZ. MEANS OF EGRESS PLAN 2' DIA LV MEZZ. OCCUPANCY & EGRESS TI 2. THE NUMBER OF OCCUPANTS HAVE BEEN ROUNDED UP. `•t 3. 1" = 20'-0" 1" = 20'-0" DESIGN OCCUPANT LOAD PER IBC TABLE 1004.1.2: SEE CALCS. BY OCCUPANCY ON THIS SHEET. 2 a MEZZANINE OCCUPANT LOADS A. ACCESSORY STORAGE AREAS = 300 SF / OCCUPANT (GROSS) B. BUSINESS AREAS =100 SF / OCCUPANT (GROSS) Decsri AREA # OF EXITS EXITSREQ'D EXITS 4. NUMBER OF EXITS (IBC 1015): TWO EXITS SHALL BE REQUIRED FROM ANY SPACE w KEY RM # ROOM NAME OCCUPANCY SF OLF OCC PROV'D WHERE THE OCCUPANT LOAD EXCEED THE FOLLOWING VALUES PER IBC TABLE 1015.1: SEE EXITING PLANS ON THIS SHEET. 0o A. GROUP B = 49 OCCUPANTS B. GROUP S = 29 OCCUPANTS a <X/1/31211 I MEZZANINE ( B J 4784 100 , 4s I 1 2 5. SEPARATION OF EXITS (IBC 1015.2.1): WHERE TWO EXITS ARE REQUIRED THEY 0 N Grantal 48 SHALL BE PLACED A DISTANCE APART EQUAL TO NOT LESS THAN 1/3 THE DIAGONAL DIMENSION OF THE AREA SERVED ( EXCEPTION 2 SPRINKLERED BUILDING). SEE Rev. Da a N EXITING PLANS ON THIS SHEET FOR SEPARATION DIMENSIONS. 6. COMMON PATH OF EGRESS TRAVEL (IBC 1014.3): A. B/S OCCUPANCIES: 100 FT. MAXIMUM (SPRINKLERED) 7. EXIT ACCESS TRAVEL DISTANCE (IBC 1016):te CO A. S-1 = 250 FT (SPRINKLERED) B. GROUP B = 300 FT (SPRINKLERED) W F- ■ Q W ■ 8. DEAD-END CORRIDORS (IBC 1018.4): r- O \ BL. SPACE HGT. \> / ' THAs A. GROUP B, S = 50 FT (SPRINKLERED) Q 0 !I \ ; \}IOTEUNG \' 9. EGRESS WIDTH (IBC 1005.3.1, & 1005.3.2, EXCEPTIONS): SHALL NOT BE LESS THAN } - z STAIR I it \ g THE TOTAL OCCUPANT LOAD SERVED BY THE MEANS OF EGRESS MULTIPLIED BY: = o 1$ \ DBL. HGT\ l \ / A. .2 INCHES PER OCCUPANT FOR STAIRS (SPRINKLERED) W UMI ♦� SPACE DBL. HGT. '\• / PROPOSED STAIR WIDTH = 45.625" /,2 = 228 OCCUPANTS ACCOMMODATED W 1� 1 � � � > -L►:►�►v�l����� i� - i� 44' PACE / '' I" •oo��� ( � ' NesT. -� B. INCHES PER OCCUPANT FOR OTHER COMPONENTS (SPRINKLERED) _ o �� 46"�� � . Q o �� ��� ►��� � so2 G PROPOSED 36" DOOR = 34"/.15 = 226 OCCUPANTS ACCOMMODATED /•O a_��..f %i ::IIIIII ��hcoNFERENCEC.SEEEXITING w!- Qoe►e►e►�� _____ PLANS FOR ACTUAL NUMBER OF OCCUPANTS. O w if ►.♦ iiia -� ►i 1111111 1. 10,...,,,,- 10. MEANS OF EGRESS ILLUMINATION (IBC 1006): � �•� , EGRESS II \ A. ILLUMINATION SHALL BE PROVIDED AT EVERY POINT IN THE MEANS OF EGRESS. THEft m 9 •�• •��ff�ff!���•� CONVERGENCE: /- \ DIAGONAL DISTANCE = 211'-9"ILLUMINATION LEVEL SHALL NOT BE LESS THAN 1 FOOT-CANDLE (11 LUX) AT THE ul J m ix ¢ �� �o�♦ LEVELS P1 AND 1! REQUIRED EXIT SEPARATION = 1/3 = 70'- 6" WALKING SURFACE AT ALL TIMES THE SPACE SERVED BY THE MEANS OF EGRESS IS Q wL11 L>ii- ►..� �.�.� �.�.�4141 OPE ..,•ACTUAL: i f CE e M E 'S P 109' 7" OCCUPIED. LUMINARIES SHALL BE INSTALLED WHENEVER EXIT SIGNS ARE REQUIRED. (, Q o g M �:..•�I' •• al MIA � f i}\ Jf% B. POWER SUPPLY TO BE PROVIDED BY PREMISES'ELECTRICAL SUPPLY. IN t( Ci Z U > Z ��.' •• p . �ST4 / . j ;r I�� MAXIMUM TRAVEL DISTANCE: 101'-2"EVENT ALLOWED TOTAL / 100' COMMON PATH OF TRAVEL) OF POWER SUPPLY FAILURE, AN EMERGENCY POWER SYSTEM SHALL W W O I- o LU �i�i�« b' -- �e (300' AUTOMATICALLY ILLUMINATE AREAS REQUIRED PER IBC 1006.3 INCLUDING: Q iii CORRIDORS, EXIT ENCLOSURES, EXIT PASSAGEWAYS, INTERIOR EXIT DISCHARGE z H ELEMENTS AND EXTERIOR LANDINGS FOR EXIT DISCHARGE DOORWAYS. r4 I �.�♦��� �.`•.�� w O= o �I • EMERGENCY POWER SYSTEM SHALL PROVIDE POWER t / /C. FOR A DURATION OFW z Z i��!.�.�/ SHAGd ;,0�; \\ *�' rO NOT LESS THAN 90 MINUTES AND SHALL CONSIST OF STORAGE BATTERIES, UNITCD°- EQUIPMENT OR AN ON-SITE GENERATOR. REFER TO ELECTRICAL BIDDER/DESIGNQ o0�.�./��...�<' J �.���� H-► W ....��COLLABORAT 2/,,s0,/5,,,/ o s23 /r -� °/�PLANS FOR SYSTEM DESIGN._! ' �i� ������I /� %•.�...♦ oma 0?..I / /" CALL LLti�� ��.❖.'©. .44 soa � I` ��•CENTER/` / � F- p , \/\ \ •FFicf11. EXIT SIGNS (IBC 1011): Z W W w¢ Q � ECEPTION S1ti5 \ / / � /; Q U ,o��� ' AD��` ,�,, �;*I1jtV7 LOB i � Y/ �'S2a�j \� / \' A. PROVIDE AN APPROVED EXIT SIGN AT ALL EXITS AND EXIT ACCESS DOORWAYS SPACES REQUIRING TWO EXITS) IN LOCATION J � � g w Q Ng °- OTi�•OZ��•.��.•�•�OB•Z•. �� ♦...............♦ ♦.a S' TIN 13+� ' TENANT SPACE \, _,_ \ ' Li \, •. ; (FROM A THAT IS READILY VISIBLE FROM w _' > cod > Q i# •\ i�i�i�<�/ \ f , .. , ; /' OM ', OPEN ANY DIRECTION OF EGRESS TRAVEL. PLACE SIGNS SUCH THAT NO POINT IN CORRIDOR p Q a CONE' \ ' = J ...to, a.►��.. 4: l.....♦/„.." e.r �\ 508" O FICE / ... \ OFFICE % / EGRESS LEGEND OR EXIT PASSAGEWAY IS MORE THAN 100 FT FROM THE NEAREST VISIBLE EXIT SIGN. p d' _7 I - _ ,� �pp�'NW-Z710.�0.•0.�0000.•Ooi$./ _,;,�` . 0� I o�\� / /� sos< 12'/\ \ � ; ' OFFICE SEE BUILDING PLANS FOR SIGN LOCATIONS. < W r O ��Op�� ; I\, \ / �/ \�'STAIR 2 z cv } w w wfq-� p-, `�� B. EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED PER IBCwo �..•.� !!0.<# OCCUPANT LOAD PER EXIT 1011.3, 1011.5, AND 1011.6. U) O F- N D a.. \ ' "EXIT" .�.�•�.�� � IS r ��, / L' / // , / / C. PROVIDE A TACTILE EXIT SIGN STATING AND COMPLYING WITH ICC A117.1 \ - ADJACENT TO EACH DOOR TO AN AREA OF REFUGE, EXTERIOR AREA FOR ASSISTED .............. ®�.♦ .�► . \ \ �I/lo Qia ' TRAINING S14 ". ®.__. N TS SERVED TOTAL NUMBER OF OCC PA/\, / �: 32.. / " REQUIRED DOOR WIDTH O E \%0 .2 12 OSTING OF OCCUPANT LOAD (IBC 1004.3): EVERY ROOM OR SPACE THAT IS AN�/IE�/` f`OF / \ PROVIDED DOOR WIDTH C 0 DE CO - ASSEMBLY OCCUPANCY SHALL HAVE THE OCCUPANT LOAD OF THE SPACE PL.IANCE........ OPEN'/ \s1s STAIR EGRESS WIDTH DOORWAY. POSTED SIGNS SHALL BE OF AN APPROVED LEGIBLE PERMANENT . - ot= ;i"",: O NumJF11@ TOTAL NUMBER OF OCCUPANTS SERVED DESIGN AND SHALL BE MAINTAINED. SEE OCCUPANCY & EGRESS PLANS THIS SHEET pp,,Np�2tt��' �� klJ�fJ \, t►= REQUIRED STAIR WIDTH (.3) FOR OCCUPANT LOADS. EXAMPLE: PROVIDED STAIR \.OFFIC'NOTICE WIDTH / Of 13. ACCESSIBLE MEANS OF EGRESS (IBC 1007.2): FORYOURSAFETYC'I U �aUIOc� OCCUPANAND MAXIMUM TRAVEL DISTANCE TO NEAREST EXIT AND COMMON PATH OF TRAVEL FROM ABOVE AND BELOW GRADE LEVELS IS PROVIDED BY INTERIOR EXIT STAT FOR REQUIREMENTS� OCCUPANCY IS LIMITED TO: BILDING DIVISION 1" = 20'-0" 1"20-0 BY AN ACCESSIBLE ELEVATORS R' O ELEVATOR TO 428 PROJECT #: 1026.04 ACCOMMODATE STRETCHER "`"°("" LEVEL 'I OCCUPANT LOADS BYORDER OF TI IC Cgnr OrnCIAL. Keep Posted Under Penalty 01 Law DRAWN BY: JL/DWK . 1 MEANS OF EGRESS PATH ACCESSIBLE MEANS OF * CHECKED BY: DWK EGRESS ELEVATOR 1. EGRESS PATHWAY SHALL BE INSPECTED BY LIGHT METERS FOR THE REQUIRED AVERAGE 1 -FOOTCANDLE ILLUMINATION REQUIREMENT LEADING TO EXIT AND.: KEY RM # ROOM NAME OCCUPANCY AREA (SF) OLF # OF OCC EXITS REQ'D EXITS PROV'D REcEivED ),<, ' OF I a TUKWILA OCCUPANCY & EXIT DISCHARGE. DECE� / � ���� EGRESS PLANS 2. SEE MEANS OF EGRESS NOTE # 10 FOR ADDITIONAL REQUIREMENTS FOR MEANS OF EGRESS ILLUMINATION. / s '.,�, �� / XXX LEVEL 1 B 10020 100 101 2 3 PERMIT (�RIVI17' GENTCR Grand Total 101 bl%I... 0.2 0 E° 1 D003 PERMIT SUBMITTAL 10/17/2017 12:51:30 PM FILE NAME: EXCLUDED FROM TENANT IMPROVEMENT. SHAG HOTEUNG 1 1/2". 4'-01/2" ID601 9'-23/4" CONFERENCE rn 4 ID1 TYP. �ID2►TYP. LINE OF MEZZANINE ABOVE CIRCULATION 1+ OPEN OFFICE ID601 01 110 1111 ?MA% •s.❖. Weel•.a•.r❖.aa•.a❖.❖.aa❖.a•.ar.•sYJMY ALIGN SHAG COLLABORATE ID351 ID601 WORK ROOM ID350 ID601 ID601 (x) REFER TO CORE BUILDING PERMIT SET FOR ALL EXTERIOR FURRING WALL ASSEMBLIES (THERMALLY INSULATED WALLS), TYPICAL LEVEL 1- OVERALL FLOOR PLAN 1/8" = 1'-0" GENERAL NOTES 1. DRAWINGS FOR MORE INFORMATION. 2. CENTER ALL GLASS WALLS ON HEADER, U.N.O. 3. ALL WALL TYPES 4B U.N.O. E. SEE BID ALTERNATE. SHEET ID601 & 602 4. DOORS NOT TAGGED ON PLAN ARE INCLUDED AS PART OF CORE BUILDING PERMIT. 2 KEYNOTES MANUAL ROLLER SHADES AT ALL EXTERIOR WINDOWS; SEE INTERIOR ELEVATIONS FOR LOCATIONS AND SPECIFICATIONS. MOTORIZED ROLLER SHADES AT ALL DOUBLE HEIGHT EXTERIOR WINDOWS; SEE INTERIOR ELEVATIONS FOR LOCATIONS AND SPECIFICATIONS. ACCESSIBLE RAMP UP TO OPEN OFFICE (IN CORE PERMIT). PROVIDE HANDRAILS ON EACH SIDE AT 34" AFF. HANDRAILS RETURNED TO WALL AT TOP OF RAMP AND RETURNED TO FLOOR AT BASE OF RAMP. HANDRAIL EXTENSIONS 12" MIN, TYPICAL. HANDRAIL TO BE 1-1/2" DIAMETER BRUSHED STAINLESS STEEL FINISH. OFFICE SECURITY I CARD READER ACCESS: PROVIDE CARD READER ACCESS TO OFFICE SPACE AT THE FOLLOWING LOCATIONS: 1. ELEVATORS: FROM ELEVATOR CAB INTERIOR, PROVIDE CARD READER RESTRICTED ACCESS TO OFFICE SPACE LEVELS 1 & MEZZANINE. 2. EXTERIOR DOORS: A. PROVIDE CARD READER ACCESS & SECURITY INTERCOM ACCESS AT THE MAIN OFFICE ENTRIES AT CORNER OF TUKWILA INTERNATIONAL BOULEVARD AND FROM SURFACE PARKING LOT. B. PROVID KEY ACC SS ONLY T THE SOUTH ENTRY DOOR. 3. EXIT STAIR ENCLOSURES: A. FROM EXIT STAIR INTERIOR, PROVIDE CARD READER ACCESS TO LEVELS ONE AND MEZZANINE. B. PROVIDE GATE AT LANDING BETWEEN MEZZANINE AND LEVEL TWO TO R STRICT ACCESS FROM OF ICE TO R SIDE TIA LEV LS. C. PER IBC SECTION 403.5.3, STAIRWAYS DOORS (AND GATES) THAT ARE LOCKED FROM THE STAIRWAY SIDE SHALL BE CAPABLE OF BEING LOCKED SIMUTANEOUSLY WITHOUT UNLATCHING UPON A SIGNAL FROM THE FIRE COMMAND CENTER. PROVIDE RECESSED FIRE EXTINGUISHER CABINET 2A RATED. MAX. SEPARATION = 75 FT. PROVIDE ADJUSTABLE SHELVING & TRACK SYSTEM IN STORAGE ROOMS. WHITE MELAMINE SHELVING, QUANITY 5. 15" DEEP X PER PLAN TWIN TRACK RUNNERS UP TO 8 FT. LEGEND DEMOUNTABLE GLASS WALL SYSTE _ _ = _ = HEADER WALL SUPPORT AT GLASS WALL SYSTEM SEE BID ALTERNATE SHEET A600 -A602 2 FIRE RESISTIVE CONSTRUCTION REQUIRED FIRE RESISTIVE RATINGS: IBC 601 TYPE IA CONSTRUCTION (LEVEL 1 & MEZZANINE): PRIMARY STRUCTURAL FRAME BEARING WALLS - EXTERIOR BEARING WALLS - INTERIOR NON-BEARING WALLS - EXTERIOR NON-BEARING WALLS - INTERIOR FLOOR CONSTRUCTION & SEC. MEMBERS ROOF CONSTRUCTION & SEC. MEMBERS 3 HOUR 3 HOUR 3 HOUR BASED ON TABLE 602 FOR FIRE SEPARATION DISTANCE 0 HOUR 2 HOUR 1.5 HOUR 3 HOUR HORIZONTAL FIRE BARRIER REQUIRED AT LEVEL 2 SLAB PER CITY OF TUKWILA ORDINANCE 2326 & IBC 510.2 HORIZONTAL BLDG. SEPARATION ALLOWANCE WALL ASSEMBLIES FIRE RATED & THERMALLY INSULATED WALLS: 1. ALL INTERIOR WALLS IN TENANT SPACE ARE NON -LOAD BEARING AND NON -RATED PER ASSEMBLY 4B, 4B1 & 4B2 BELOW. 2. EXTERIOR FURRING WALLS (THERMALLY INSULATED WALLS) ARE INCLUDED IN CORE & SHELL PERMIT - REFERENCE BUILDING PERMIT PLANS FOR ASSEMBLIES D14-0326. FURRING DEPTH MAY NEED TO BE ADJUSTED TO ACCOMODATE AS -BUILT / DESIGN/BUILD PLUMBING DROPS. REVIEWED FOR 3. ALL BUILDING STRUCTURE AND FIRE RATED ASS MSL ..T.T ASH ROOM (1 -HOUR FIRE BARRIER), EXIT ENCLOSURE (3 I LIANCE BARRIER) AND SHAFT WALLS (2 -HOUR FIRE BARRIERS) A" IN CORE & SHELL PERMIT. REFERENCE BUILDING P RMITRANS �0��� ASSEMBLIES D14-0326. U 5/8" GWB 11%- 2.8 c 6" OR 8" METAL STUD S PER PLAN. 5/8" GWB City of Tukwila BUILDING DIVISION " v " ASSEMBLY TYPE 4B NON -INSULATED, ALTERNATE ASSEMBLY FILL CAVITY WITH BATT INSULATION FOR INCREASED SOUND CONTROL AS SHOWN ON PLANS d 0 I- I- (/)- 3380 4B 4B1 4B2 NON -RATED METAL STUD WALL NON -LOAD BEARING INTERIOR WALL GA FILE: WP 1350 REQUIRED STC: NONE TYPE: 3-5/8" NON -LOAD BEARING INTERIOR WALL - TYPE IA CONSTRUCTION LOCATION: LEVEL 1 / MEZZANINE CHANGE TO ASSEMBLY: 6" METAL STUDS CHANGE TO ASSEMBLY: 8" METAL STUDS ADD TO ASSEMBLY: FILL CAVITY WITH BATT ACOUSTICAL INSULATION LOCATION: AS SHOWN ON PLANS •99�P�9D99��9'P�99��L9���J�9 JOHNSON BRAUNDINc. 15200 52nd Ave. South Suite 300 Seattle, WA 98188 Phone 206.766.8300 www.johnsonbraund.com ARCHITECTURE INTERIOR DESIGN Greg L. Allwine, AIA Jeffrey A. Williams, AIA 3380 REGISTERED ARCHITECT .REG L. ALLIVINE ATE OF WASHINGTON PSET ISSUANCE 1 DESCRIPTION BID SET PERMIT SUBMITTAL DATE N. 0 N N N 10.11.2017 8 O z _ N Decsription TI BID CLARIFICATION PLAN CHANGES Date N. N.00 N N A NI O d > 4) Y.N •- N OWNER/APPLICANT: U J J D7 w < U C) OW < g z O -I LU �m O w L.1.1 • w z J > Q — � YN • N U w 0 0_ a w _ 0 z z 0 w Co 0 a w o 2 w H oz Z oz ca a wW .1 0 gz z Z F -U) Z 00 W© La.w a w1 r9 zQ^� 0 16 wo re RECEIVED RECEIVED CITY OF TUKWILA OCT 202U7 PERMIT CENTER PROJECT #: DRAWN BY: CHECKED BY: 1026.04 JL DWK LEVEL 1 - OVERALL FLOOR PLAN IDIOO PERMIT SUBMITTAL 10/17/2017 12.51:41 PM FILE NAME: EXCLUDED FROM TENANT MPROVEMENT UNDER CORE BLDG. PERMIT• LUNCH ROOM / / / / / / DOUBLE HEIGHT SPACE , ALIGN COPY I PRODUCTION CENTER ao•••••••• • •••• •••••••••• • ••••• •••• ••, • CORRIDOR ID451 ID602 ID451 \\ ABOVE OPEN OFFICES 1" 1/4„ ID451 ID602 DOUBLE HEIGHT \ \9 DOUBLE HEIGHT _ - - - - _ _SPACE (Th MEAN - OV . FLOOR PLAN 1/8" = 1'-0" GENERAL NOTES 1. DRAWINGS FOR MORE INFORMATION. 2. CENTER ALL GLASS WALLS ON HEADER, U.N.O. 3. ALL WALL TYPES 4B U.N.O. E. SEE BID ALTERNATE. SHEET ID601 & 602 4. DOORS NOT TAGGED ON PLAN ARE INCLUDED AS PART OF CORE BUILDING PERMIT. 2 KEYNOTES MANUAL ROLLER SHADES AT ALL EXTERIOR WINDOWS; SEE INTERIOR ELEVATIONS FOR LOCATIONS AND SPECIFICATIONS. MOTORIZED ROLLER SHADES AT ALL DOUBLE HEIGHT EXTERIOR WINDOWS; SEE INTERIOR ELEVATIONS FOR LOCATIONS AND SPECIFICATIONS. ACCESSIBLE RAMP UP TO OPEN OFFICE (IN CORE PERMIT). PROVIDE HANDRAILS ON EACH SIDE AT 34" AFF. HANDRAILS RETURNED TO WALL AT TOP OF RAMP AND RETURNED TO FLOOR AT BASE OF RAMP. HANDRAIL EXTENSIONS 12" MIN, TYPICAL HANDRAIL TO BE 1-1/2" DIAMETER BRUSHED STAINLESS STEEL FINISH. OFFICE SECURITY / CARD READER ACCESS: PROVIDE CARD READER ACCESS TO OFFICE SPACE AT THE FOLLOWING LOCATIONS: 1. ELEVATORS: FROM ELEVATOR CAB INTERIOR, PROVIDE CARD READER RESTRICTED ACCESS TO OFFICE SPACE LEVELS 1 & MEZZANINE. 2. EXTERIOR DOORS: A. PROVIDE CARD READER ACCESS & SECURITY INTERCOM ACCESS AT THE MAIN OFFICE ENTRIES AT CORNER OF TUKWILA INTERNATIONAL BOULEVARD AND FROM SURFACE PARKING LOT. B. PROVID AT THE SOUTH ENTRY DOOR. 3. EXIT STAIR ENCLOSURES: A. FROM EXIT STAIR INTERIOR, PROVIDE CARD READER ACCESS TO LEVELS ONE AND MF77ANINE. PROVIDE GATE AT LANDING BETWEEN MEZZANINE AND LEVEL TWO TO RESTRICT ACCESS FROM OFFICE TO RESIDENTIAL LEVELS. PER IBC SECTION 403.5.3, STAIRWAYS DOORS (AND GATES) THAT ARE LOCKED FROM THE STAIRWAY SIDE SHALL BE CAPABLE OF BEING LOCKED SIMUTANEOUSLY WITHOUT UNLATCHING UPON A SIGNAL FROM THE FIRE COMMAND CENTER. PROVIDE RECESSED FIRE EXTINGUISHER CABINET 2A RATED. MAX. SEPARATION = 75 FT. PROVIDE ADJUSTABLE SHELVING & TRACK SYSTEM IN STORAGE ROOMS. WHITE MELAMINE SHELVING, QUANITY 5. 15" DEEP X PER PLAN TWIN TRACK RUNNERS UP TO 8 FT. 2 LEGEND DEMOUNTABLE GLASS WALL SYSTE HEADER WALL SUPPORT AT GLASS WALL SYSTEM SEE BID ALTERNATE SHEET A600 -A602 REVIEWED FOR CODE COMPLIANCE APPROVED JAN 0 4 2010 City of Tukwila BUILDING DIVISION 0295 6 Ii JOHNSON BRAUNDINc. 15200 52nd Ave. South Suite 300 Seattle, WA 98188 Phone 206.766.8300 wdw.johnsonbraund.com ARCHITECTURE INTERIOR DESIGN Greg L. Allwine, AIA Jeffrey A. Williams, AIA 3380 REGISTERED ARCHITECT .REG L. ALLIVINE ATE OF WASHINGTON SET ISSUANCE DESCRIPTION BID SET PERMIT SUBMITTAL DATE N- E, o N N o N- 0 N ci0 2 .- N Decsription TI BID CLARIFICATION PLAN CHANGES Date r - n 0 0 C d C;) 5. 4) Ce •- N UARTERS SHAG CORPORATE HEAD SITE ADDRESS : 14400 TUKWILA INTERNATIONAL BOULEVARD, TUKWILA , WA 98188 OWNER/APPLICANT: 0 W 3 O a. n. W x 0 O } Z 2 0 W 0 LL 0 W 0 Z W F- � Z Z 0 0Z 5W 0< Q WW c�= . 5 53 �Z CO =0 ~Z 01 00 wo 0 - CL a w� m OR U w0 1- n. RECEIVED CITY OF TUKWILA OCT202017 PERMIT CENTER PROJECT #: DRAWN BY: CHECKED BY: 1026.04 JL DWK MEZZANINE - OVERALL FLOOR PLAN ID101 PERMIT SUBMITTAL 10/16/2017 b`:16:29 PM FILE NAME: 103 • • • \ / / • • \ / / / / / / • • \ / / \ / N / DO0BL�E HNEI�IT S �C N / • SHAG •\ .7,„"' / HOTELING \ N / / sol \ • / / / \ CO 9' -6" -AFF \ / Y UNDERSIDE OF SLAB 8' -0" -AFF ACT -1 9' -6" -AFF 8' -0" -AFF UNDERSIDE OF SLAB 7' -6" -AFF GWB CEILING UNDERSIDE OF SLAB LIGHT WELL 11' -0" -AFF ACT -1 8' -0" -AFF 19' -10" -AFF UNDERSIDE OF SLAB MECHANICAL LOUVERS N \ DOUBLE HEIGHT / \\ SPACE / \ / \ / 1\ / LOBBY \ \ / SEATING S21 , / \ / N• / \ \ GWB CEILING \\. RECEP 8' -0" -AFF � ACT -1 ia. i. rir-i4 _*f,,, ,♦ ♦• , A* * /• *,*li0- ......• - . ACT -1 li/4iN,-rl1iw1ey-p leitiVaL • *, �♦ ►�.r �• 4�/ • ♦•• •.�1•• 8' 0" AFF �� . \,/• •• • • ♦ \ ACT -t t*,*l**1* ia**4A t1*4kF *V4to* ** •**o*i,*t4o*,***''4' w**4or**r*''*zA11/4i g, ,si,t)* *;4;Z'* *.***7/ 1 av 41e*********/fr4,11*e•,1**g***•144rtt ♦1�� • •1 •1 , �`• ♦ `• „ F1 8' -0" -AFF 8' -0" -AFF 7' -111/4" -AFF 3-3/8" HEADER AT INTERIOR STOREFRONT TYPICAL \\ DOUBLE HEIGHT \\ SPACE 11' -6" -AFF 8' -0" -AFF GWB SOFFIT 14r#407 *4.* %11 LEVEL 1 - Q1iE,RA L REFLECTED CEI 1/8" = 1'-0" 8' -0" -AFF ACT - 8' -0" -AFF ACT -1 G PLAN l KEYNOTES UNDERSIDE OF CONCRETE MEZZANINE SLAB TO REMAIN NATURAL (UNPAINTED). DUCTS, CONDUITS AND PIPES TO REMAIN EXPOSED, UNO. UNDERSIDE OF CONCRETE LEVEL 2 SLAB, DUCTS, CONDUITS AND PIPES TO BE PAINTED PT100. SEE SHEET ID200 FOR FINISH SCHEDULE. vu JOHNSON BRAUNDINc. 15200 52nd Ave. South Suite 300 Seattle, WA 98188 Phone 206.766.8300 www.johnsonbraund.com ARCHITECTURE INTERIOR DESIGN Greg L. Allwine, AIA Jeffrey A. Williams, AIA GENERAL NOTES 1. HEADERS ABOVE PRIVACY WALLS ARE 7-11 1/4" AFF, U.N.O. REFERENCE DETAIL 10/ID353. 2. HEADERS ARE 3-5/8" STUDS, U.N.O 3. VERIFY HEADER CONDITION AT CURVED INTERIOR STOREFRONT WALLS WITH SUPPLIER / SHOP DRAWINGS. HEADERS TO MAINTAIN CURVED CONDITION ABOVE SEGMENTED GLASS WALL BELOW. 1 REVIEWED FOR CODE COMPLIANCE APPROVED JAN 0 4 2018 City of Tukwila BUILDING DIVISION 3380 .REG L. _1LLWINE ATE OF WASHINGTON REGISTERED ARCHITECT SET ISSUANCE DESCRIPTION BID SET PERMIT SUBMITTAL DATE F- O N N- N <O 0 N- O N '- 0 .- O Z .- N Decsription PLAN CHANGES Date F- 0 N d C1 Ce r OWNER/APPLICANT: 0 J J LU <0 U O W < I—Lu 2 O J W> Wm ow W • LLI gz - J LU .> Q Y - ti N • N U w a LU W x O } Z Q z 0 w 1n re 0 LL W 0 W Dz z F. z z m'S W W = J 5 z go ~cd Z 00 . w L• 0) zJ a3 WO II --0- CEILING LEGEND RECEIVED CITY OF TUKWILA OCT 202017 PERMIT CENTER EXIT SIGN GWB CEILING ACT -1 ARMSTRONG OPTIMA SQUARE LAY -IN 2X2 PROJECT #: DRAWN BY: CHECKED BY: 1026.04 JL DWK LEVEL 1 - OVERALL REFLECTED CEILING PLAN IDIIO PERMIT SUBMITTAL 10/1G/20171,';:16:38 PM C:\Users\dianak\Documents\1026-Tukwila Village Bldg_D_2017.1_dianak@johnsonbraund.com.rvt FILE NAME 8' -Q" --AFF_,' _ -8'-0"'-AFF, -' GWBCEIUNG, • -'- ® _'.RESTRM: - •GWB CEILING , - , - 'RESTRM., 8'_'0I.AFF - 8'-0"_94EF • GWBDEIUNG --, _ RESTRM..- 10.11.2017 'GWBCEIUNG- • +• • : , REQ S __ - • - 9' -4" -AFF UNDERSIDE OF SLAB 8' -0" -AFF 8' -0" -AFF 8' -0" -AFF ACT -1 UNDERSIDE OF SLAB 9' -4" -AFF' 8'-0"AFF 8' -0" -AFF ACT -1 16' -0" -AFF ACT -1 LINE OF MEZZANINE SLAB ACT -1 MEZZAM 1/8" = 1'-0" 9' -4" -AFF UNDERSIDE OF SLAB 8' -0" -AFF ACT -1 8' -0" -AFF OVERA L REFLECTED ACT -1 LUG P N l7 KEYNOTES F1 UNDERSIDE OF CONCRETE MEZZANINE SLAB TO REMAIN NATURAL (UNPAINTED). DUCTS, CONDUITS AND PIPES TO REMAIN EXPOSED, UNO. n UNDERSIDE OF CONCRETE LEVEL 2 SLAB, DUCTS, CONDUITS AND PIPES TO BE PAINTED PT100, SEE SHEET ID200 FOR FINISH SCHEDULE. 1 GENERAL NOTES 1. HEADERS ABOVE PRIVACY WALLS ARE 7-11 1/4" AFF, U.N.O. } REFERENCE DETAIL 10/ID353. 2. HEADERS ARE 3-5/8" STUDS, U.N.O 3. VERIFY HEADER CONDITION AT CURVED INTERIOR STOREFRONT WALLS WITH SUPPLIER / SHOP DRAWINGS. HEADERS TO MAINTAIN CURVED CONDITION ABOVE SEGMENTED GLASS WALL BELOW. 1 REVIEWED FOR CODE COMPLIANCE APPROVED JAN 04 2013 City of Tukwila BUILDING DIVISION S VV Si JOHNSON BRAUNDINc. 15200 52nd Ave. South Suite 300 Seattle, WA 98188 Phone 206.766.8300 www.johnsonbraund.com ARCHITECTURE INTERIOR DESIGN Greg L. Allwine, AIA Jeffrey A. Williams, AIA .REG L. ALLIVINR ATE OF WASHINGTON SET ISSUANCE DESCRIPTION BID SET PERMIT SUBMITTAL DATE N. 0 N r N co O 10.11.2017 O Z .- N Decsription PLAN CHANGES Date N0 N d a) LU 1— ii� SHAG CORPORATE HEAD OWNER/APPLICANT: 0 W O d W x 0 O } z z 0 W cc 0 0 W 0 Z W I- 0 Z 0 H ZO 0z -1 W [D ¢ Lu J j0 g0 5-Z =0 F Z 0= °O w0 W 0 a C (7 qZ0 IG W W WO �a CEILING LEGEND RECEIVED CITY OF TUKWILA OCT 202017 PERMIT CENTER ® EXIT SIGN GWB CEILING ACT -1 ARMSTRONG OPTIMA SQUARE LAY -IN 2X PROJECT #: DRAWN BY: CHECKED BY: 1026.04 JL DWK MEZZANINE - OVERALL REFLECTED CEILING PLAN ID111 PERMIT SUBMITTAL Si Sw 10/16/2017 8:16:38 PM VIII ill 11111111111 1 III 1 11111111111 11 HH N N N N N N KEYNOTES F1 UNDERSIDE OF CONCRETE MEZZANINE SLAB TO REMAIN NATURAL (UNPAINTED). DUCTS, CONDUITS AND PIPES TO REMAIN EXPOSED, UNO. F2 UNDERSIDE OF CONCRETE LEVEL 2 SLAB, DUCTS, CONDUITS AND PIPES TO BE PAINTED PT100. SEE SHEET 10200 FOR FINISH SCHEDULE. ('7'. ai�s' U I( vv JOHNSON BRAUNDINc. 15200 52nd Ave. South Suite 300 Seattle, WA 98188 Phone 206.766.8300 www.johnsonbraund.com ARCHITECTURE INTERIOR DESIGN Greg L. Allwine, AIA Jeffrey A. Williams, AIA 0/16/2017 8:16:42 PM FILE NAME: \ \ DOUBLE HEIGHT \ SPACE \/ n 11I_ j02 11111111 I11�1► �■I mridwaffieyu EQ EQ SPACE N \ • • • \_--- DOUBLE HEIGHT\\ SPACE \ bri o.�.eg LEVE. 1 - LIGHTING PLAN 1/8" = 1'-0" REVIEWED FOR CODE COMPLIANCE APPROVED JAN 0 4 2010 City of Tukwila BUILDING DIVIS/ON SYMBOL LEGEND TYPE SYMBOL MFG. F-1 PHILIPS DAYBRITE; 2X4 LIGHT FIXTURE; LED LOW PROFILE 6" RECESSED CAN FIXTURE F-2 F-3 0 6' RECESSED CAN FIXTURE No 11> JOHNSON BRAUNDINc. 15200 52nd Ave. South Suite 300 Seattle, WA 98188 Phone 206.766.8300 www.johnsonbraund.com ARCHITECTURE INTERIOR DESIGN Greg L. Allwine, AIA Jeffrey A. Williams, AIA M 3380 REGISTERED ARCHITECT .REG L. ALLNINE ATE OF WASHINGTON SET ISSUANCE DESCRIPTION BID SET PERMIT SUBMITTAL DATE 06.27.2017 10.11.2017 z .- N Decsription PLAN CHANGES Date r o d Ie r TUKWILA VILLAGE - SHAG CORPORATE HEADQUARTERS SITE ADDRESS : 14400 TUKWILA INTERNATIONAL BOULEVARD, TUKWILA , WA 98188 OWNER/APPLICANT: U J -J C/ w <0 Um O w w- < zQ wO O j owm w co w • w gZ J_ w -44 - F - N • O I- N 0 w O a. a UI w x 0 O z z z 0 w co 7 cc O w 0 Lu Z w z OZ 01- z oz J w and wW Ox )- 5 (.5 - 50 =0 r-cn � Z I ILO Wo a Lu a a d w� 33 O z: OV Lu w0 H al. F-4 DMF DCC2, PENDANT OUNT, 8" MEDIUM LED DOWNLIGHT; COLO WH TE F-5 DMF DCC2, SURFACEO NT, 8" MEDIUM LED DOWNLIGHT; COLO WH TE F-6 • TECH LIGHTING 700MPPPRBS-LEDS830; PENDANT; COLOR BLACK/SATIN NICKEL; 12 VOLT LED; 7 - 0" BOF F-7 GRAYPANTS MOON10; DECORATIVE PENDANT; COLOR WHITE; BULB TBD; 6'-9"BOF F-8 GRAYPANTS MOON14; DECORATIVE PENDANT; COLOR WHITE; BULB TBD; 7'-3"BOF F-9 GRAYPANTS MOON18; DECORATIVE PENDANT; COLOR WHITE; BULB TBD; 11'-0"BOF RECEIVED CITY OF TUKWILA OCT 202017 PERMIT CENTER F-10 GRAYPANTS DISC24; DECOATIVE PENDANT; COLOR WHITE; BULB TBD; SEE ID120 & ID -121 FORRBOF HEIGHTS F-11 F-12 BOCCI FINELITE 14.7; DECORATIVE PENDANT; 3'-0" BOF @ HIGHEST LOWEST, 8'-0" BOF SERIES 18; 4'-0" SUSPENDED LINEAR FLUORESCENT PENDANT, DIRECT, 10'-0" BOF 1 PROJECT #: DRAWN BY: CHECKED BY: 1026.04 JL DWK F-13 NEO -RAY DEFINE 3; 8'-0" & 12'-0" SUSPENDED LINEAR LED, DIRECT/INDIRECT; 10'-0" BOF F-14 FINELITE EDGE UNDERCABINET LED LIGHT LEVEL 1 - LIGHTING PLAN F-15 SOLID APOLLO LED DRIVERLESS DAYLIGHT WHITE LED STRIP LIGHT F-16 KLUS FLEXIBLE LED STRIP (3W/FT) WITH 1m PDS EXTRUSION (# 0971) AND 2m COVER KA -BIS (#17071); PAINT PDS EXTRUSION PT -102 F-17 LUMEN SENSE 1-LSC1 LINEAR LED COVE LIGHT; CLEAR SILVER FINISH 1D120 PERMIT SUBMITTAL 10/16;2017 6.16:48 PM C:\Users\dianak\Documents\1026-Tukwila Village Bldg_D_2017.1_dianak@johnsonbraund.com.rvt FILE NAME: LINE OF MF77ANINE SLAB I h MFS NIN. - L.UGHT1HG PLAN_ 1/8" = l'-0" 029 s REVIEWED FOR CODE COMPLIANCE APPROVED JAN 0 4 2018 City of Tukwila BUILDING DIVISION SYMBOL LEGEND TYPE SYMBOL MFG. F-1 PHILIPS DAYBRITE; 2X4 LIGHT FIXTURE, LED LOW PROFILE 6" RECESSED CAN FIXTURE F-2 F-3 0 6" RECESSED CAN FIXTURE a \1> JOHNSON BRAUNDINc. 15200 52nd Ave. South Suite 300 Seattle, WA 98188 Phone 206.766.8300 wvwv.johnsonbraund.com ARCHITECTURE INTERIOR DESIGN Greg L. Allwine, AIA Jeffrey A. Williams, AIA 3380 REGISTERED ARCHITECT .REG L. ALLI1-ING ATE OF WASHINGTON SET ISSUANCE DESCRIPTION REST/2M, �• %RESTRM-`' , • ;p• t`F3�; DATE n 0 N N c0d O N- 0 N n- O Z { • M RESTR. RES11 M' I •_F3 - ' F3 J_ Decsription PLAN CHANGES Date 3::-9" 4) re C- __7S LINE OF MF77ANINE SLAB I h MFS NIN. - L.UGHT1HG PLAN_ 1/8" = l'-0" 029 s REVIEWED FOR CODE COMPLIANCE APPROVED JAN 0 4 2018 City of Tukwila BUILDING DIVISION SYMBOL LEGEND TYPE SYMBOL MFG. F-1 PHILIPS DAYBRITE; 2X4 LIGHT FIXTURE, LED LOW PROFILE 6" RECESSED CAN FIXTURE F-2 F-3 0 6" RECESSED CAN FIXTURE a \1> JOHNSON BRAUNDINc. 15200 52nd Ave. South Suite 300 Seattle, WA 98188 Phone 206.766.8300 wvwv.johnsonbraund.com ARCHITECTURE INTERIOR DESIGN Greg L. Allwine, AIA Jeffrey A. Williams, AIA 3380 REGISTERED ARCHITECT .REG L. ALLI1-ING ATE OF WASHINGTON SET ISSUANCE DESCRIPTION BID SET PERMIT SUBMITTAL DATE n 0 N N c0d O N- 0 N n- O Z .- N Decsription PLAN CHANGES Date 0 N •d 4) re cio W 1_ it 0 ictw O U Q (in Liu 0 -J J OWNER/APPLICANT: U J J w < 0 UW a� Z Q LUCLo uJ m uS w� o O W a) gZa J; > Qa gL.._J J CV } N 0 w O a w 0 O >- 0 0 w w 0 0 0 w 0 Z W 0z Z 0z me ww (7= J 5 z g0 Z m ~z I uO a.w 0 a 0) Z 0 W 0 I-0 F-4 DMF DCC2, PENDANT OUNT, 8" MEDIUM LED DOWNLIGHT; COLO WHTE F-5 03 DMF DCC2, SURFACEONT, 8" MEDIUM LED DOWNLIGHT; COLO WHTE F-6 TECH LIGHTING 700MPPPRBS-LEDS830; PENDANT; COLOR BLACK/SATIN NICKEL; 12 VOLT LED; 7' - 0" BOF F-7 GRAYPANTS MOON10; DECORATIVE PENDANT; COLOR WHITE; BULB TBD; 6' - 9" BOF F-8 GRAYPANTS MOON14; DECORATIVE PENDANT; COLOR WHITE; BULB TBD; 7'-3"BOF F-9 GRAYPANTS MOON18; DECORATIVE PENDANT; COLOR WHITE; BULB TBD; 11'-0"BOF RECEIVED CITY OF TUKWILA OCT 2 n 2017 PERMIT CENTER F-10 x GRAYPANTS DISC24; DECORATIVE PENDANT; COLOR WHITE; BULB TBD; SEE ID120 & ID121 FOR BOF HEIGHTS F-11 fie BOCCI 14.7; DECORATIVE PENDANT; 3'-0" BOF @ HIGHEST el LOWEST, 8'-0" BOF F-12 FINELITE SERIES 18; 4'-0" SUSPENDED LINEAR FLUORESCENT PENDANT, DIRECT, 10'-0" BOF 1 PROJECT #: DRAWN BY: CHECKED BY: 1026.04 JL DWK F-13 NEO -RAY DEFINE 3; 8'-0" & 12'-0" SUSPENDED LINEAR LED, DIRECT/INDIRECT; 10'-0" BOF F-14 FINELITE EDGE UNDERCABINET LED LIGHT MEZZANINE - LIGHTING PLAN F-15 SOLID APOLLO LED DRIVERLESS DAYLIGHT WHITE LED STRIP LIGHT F-16 KLUS FLEXIBLE LED STRIP (3W/FT) WITH lm PDS EXTRUSION (# 0971) AND 2m COVER KA -BIS (#17071); PAINT PDS EXTRUSION PT -102 F-17 LUMEN SENSE 1-LSC1 LINEAR LED COVE LIGHT; CLEAR SILVER FINISH 1D121 PERMIT SUBMITTAL 10/16/2017 0`.17:04 PM C:\Users\dianak\Documents\1026-Tukwila Village Bldg_D 2017.1_dianak@johnsonbraund.com.rvt FILE NAME: (Th LEVEL 1 - POWER AND E_t .UIP 1/8" = 1'-0" REVIEWED FOR OODA�COMPLIANCE ROVED JO 011 ?_01% City of 'Tukwila BUILDING DIVISION KEYNOTES E1 PROVIDE BACKING, POWER, AND NETWORK ACCESS FOR WALL MOUNTED AV SYSTEMS 4=0 DUPLEX RECEPTACLE WITH TWO INTEGRATED USB PLUGS; INSTALL HORIZONTAL; PAINT BLACK 4=0 WORKSTATION COMMUNICATIONS/POWER PACKAGE (WALL, TYP. OR POLE AS SHOWN) TO SUPPLY EACH WORKSTATION WITH VOICE/DATA CONNECTIVITY CABLING/TERMATIONS) AND (1) DUPLEX. VOICE/DATA & POWER CABLING TO BE COORDINATED WITH WORKSATION MANUFACTURER'S RECOMMENDATIONS AND LAYOUT. WORKSTATIONS TO BE FED ON EIGHT (8) WIRE SYSTEM. REFER TO ELECTRICAL DESIGN - BUILD DOCUMENTS FOR ADDITIONAL INFORMATION. COORDINATE ALL NECESSARY POWER/DATA LOCATIONS WITH OPENSQUARE FURNITURE PLANS (SEE REFERENCE PLANS THIS SET). VERIFY ELECTRICAL SUPPLY CONNECTIONS WITH SYSTEMS FURNITURE. FLOOR OUTLETS AS -BUILT IN SLAB FOR POWER AND DATA CONNECTIONS. PROVIDE DUPLEX, VOICE & DATA FOR AV EQUIPMENT IN CABINETS COPY MACHINE, LASER, AND AND/OR COLOR PRINTER WITH (1) SINGLE GANG MUD RING (WITH PULL STRING) AND (1) DEDICATED 110V DUPLEX. COORDINATE CIRCUIT/AMP AND JACK/RECEPTACLE REQUIREMENTS WITH TENANT. REFER TO ELECTRICAL DESIGN -BUILD DOCUMENTS FOR ADDITIONAL INFORMATION. E7 "MEDIASCAPE" FURNITURE SYSTEM. COORDINATE POWER / DATE LOCATION WITH OPENSQUARE FURNITURE PLANS AND SYSTEM REQUIREMENTS. Eg IT SERVER ROOM. COORDINATE ALL ELECTRICAL, AV AND DATA REQUIREMENTS WITH KEN DAVIS AT SHAG Information Technology Manager CONTACT: (253) 225-0911 ke n. d av is 0 h ou s i n q4 s e n i o rs. c o m 1E:0RECEPTION COUNTER. UNDER COUNTER ELECTRICAL AND DATA CONNECTIONS. PROVIDE CABLE TRAY TO GROMMETS TO COUNTER SURFACE (2) LOCATIONS. SEE COUNTER DETAILS ID453. LOBBY GAS FIREPLACE. COORDINATE ELECTRICAL REQUIREMENTS WITH MANUFACTURER. KITCHEN. COORDINATE ELECTRICAL REQUIREMENTS FOR ALL APPLIANCES WITH MANUFACTURER. GENERAL NOTES 1. REFER TO ELECTRICAL PLANS FOR POWER REQUIREMENTS. 2. COORDINATE ALL AV, DATA AND ASSOCIATED ELECTRICAL REQUIREMENTS WITH KEN DAVIS AT SHAG Information Technology Manager CONTACT: (253) 225-0911 k e n. d avi s (S h ou s i n q 4s e n l o rs. c o m 3. COORDINATE ALL NECESSARY POWER/DATA LOCATIONS WITH OPENSQUARE FURNITURE PLANS (SEE REFERENCE PLANS THIS SET). VERIFY ELECTRICAL SUPPLY CONNECTIONS WITH SYSTEMS FURNITURE. EQUIPMENT & APPLIANCE SCHEDULE ❑A WORKROOM SINK MFR: ELKAY MODEL:#LRAD191865 LUSTERTONE STAINLESS STEEL TOP MNT SINK SIZE: 19" X 18" DEPTH: 6.5" FINISH: STAINLESS STEEL QTY: 1 WORKROOM FAUCET MFR: KOHLER MODEL: #K6331 EVOKE PULL-OUT SINK FAUCET SIZE: 25" X 22" DEPTH: 9" FINISH: 18 GAUGE STAINLESS STEEL QTY: 1 LUNCH ROOM SINK MFR: KOHLER MODEL: #K3822-3 VAULT SINGLE BASIN KITCHEN SINK SIZE: 25" X 22" DEPTH: 9" FINISH: 18 GAUGE STAINLESS STEEL QTY: 1 LUNCH ROOM FAUCET MFR: KOHLER MODEL: #K6331 EVOKE PULL-OUT SINK FAUCET SIZE: 25" X 22" DEPTH: 9" FINISH: 18 GAUGE STAINLESS STEEL QTY: 1 LUNCH ROOM HOT -TAP MFR: INSINKERATOR MODEL:#FGN1100 INDULGE CONTEMPORARY W/ SS TANK AND #F201 SIZE: 25" X 22" DEPTH: 9" FINISH: 18 GAUGE STAINLESS STEEL QTY: 1 DISHWASHER 0 LUNCH ROOM MFR: BOSCH MODEL #SGX68U55UC SIZE: 32 1/16"H X 23 9/16"W X 22 9/16"D FINISH: STAINLESS STEEL QTY: 1 41> JOHNSON BRAUNDINc. 15200 52nd Ave. South Suite 300 Seattle, WA 98188 Phone 206.766.8300 www.johnsonbraund.com ARCHITECTURE INTERIOR DESIGN Greg L. Allwine, AIA Jeffrey A. Williams, AIA 3380 \, REGISTERED ARCHITECT ditz.„--- REG L. 1LLWINE ATE OF WASHINGTON SET ISSUANCE DESCRIPTION BID SET PERMIT SUBMITTAL DATE r- ,- o N IN N 0 0 r- N v- O Z .- N Decsription PLAN CHANGES ate+ CU CI r_ o N d CD Ct TUKWILA VILLAGE - SHAG CORPORATE HEADQUARTERS OWNER/APPLICANT: U J -J U) W <0 U M 0W F— • U) CD z Z O -I W m O W co W • W z J_ >Q g1- N N 0 w W O o_ w 0 O } z z 0 w m O w ❑ z w Z t - z0 oz J W 03 < m¢ ww c9_ J_ 50 r -z go m • Z FCO ▪ Z 0U. 0 w0 ww n. w� (0S ZD 0 0 ww m _CC moo_ REFRIGERATOR Cof LUNCH ROOM MFR: FRIGIDAIRE MODEL: #FGHC2331PF SIZE: 69 7/8"H X 36'W X 28 1/2"D FINISH: STAINLESS STEEL QTY: 2 -oz8s � NTP 1 MICROWAVE (D, LUNCH ROOM MFR: GE MODEL: #JES1656SRSS SIZE: 12 13/16"H X 17 11/16"D X 21 34W FINISH: STAINLESS STEEL BEVER - RIGERATOR •' LUNCH ROOM MFR: GE MODEL: #GVSO4BDWSS SIZE: 33"H X 22 1/8" RAGE CENTER SHED NOT USEp FINISH: STc . STEEL WITH WOOD QTY• 1 GAS FIREPLACE A LOBBY MFR: ASTRIA MODEL: VENICE LIGHTS - ONE SIDED #F1497 SIZE: LINEAR FINISH: BLACK/ACCESSORIES: CLEAR GLASS MEDIA QTY: 1 SYMBOL LEGEND RECEIVED CITY OF TUKWILA OCT 2 0 2017 PERMIT CENTER PROJECT #: DRAWN BY: CHECKED BY: 1026.04 JL DWK DUPLEX RECEPTACLE USB DUPLEX RECEPTACLE DEDICATED DUPLEX RECEPTACLE GFI DUPLEX RECEPTACLE FOURPLEX RECEPTACLE VOICE & DATA RECEPTACLE; CONTRACTOR TO PROVIDE MUD RING AND FULL STRING SYSTEM FURNITURE POWER POLE; FINISH: BLACK LEVEL 1 - POWER AND EQUIPMENT PLAN 1D130 PERMIT SUBMITTAL T1: va 0_ to ti 0 0 Co O U) C L O - fO C (6 N O NI �I a) O) C6 Users\dianak\Documents\1026-Tuk w 2 Z w J U_ 4@P9-18" AFF t +18" AFF +4 *2" AFg 4§L-4•61" AF +1 &' AFF PRODUCTION CENTER MEZZANINE - POWERAND EQUIPMENT PLAN 1/8" = 1'-0" REVIEWED FOR CODE COMPLIANCE APPROVED JAN 0 4 201B City of Tukwila BUILDING DIVISION es• KEYNOTES E1 PROVIDE BACKING, POWER, AND NETWORK ACCESS FOR WALL MOUNTED AV SYSTEMS 4=j DUPLEX RECEPTACLE WITH TWO INTEGRATED USB PLUGS; INSTALL HORIZONTAL; PAINT BLACK E3 WORKSTATION COMMUNICATIONS/POWER PACKAGE (WALL, TYP. OR POLE AS SHOWN) TO SUPPLY EACH WORKSTATION WITH VOICE/DATA CONNECTIVITY CABLING/TERMATIONS) AND (1) DUPLEX. VOICE/DATA & POWER CABLING TO BE COORDINATED WITH WORKSATION MANUFACTURER'S RECOMMENDATIONS AND LAYOUT. WORKSTATIONS TO BE FED ON EIGHT (8) WIRE SYSTEM. REFER TO ELECTRICAL DESIGN - BUILD DOCUMENTS FOR ADDITIONAL INFORMATION. COORDINATE ALL NECESSARY POWER/DATA LOCATIONS WITH OPENSQUARE FURNITURE PLANS (SEE REFERENCE PLANS THIS SET). VERIFY ELECTRICAL SUPPLY CONNECTIONS WITH SYSTEMS FURNITURE. FLOOR OUTLETS AS -BUILT IN SLAB FOR POWER AND DATA CONNECTIONS. PROVIDE DUPLEX, VOICE & DATA FOR AV EQUIPMENT IN CABINETS COPY MACHINE, LASER, AND AND/OR COLOR PRINTER WITH (1) SINGLE GANG MUD RING (WITH PULL STRING) AND (1) DEDICATED 110V DUPLEX. COORDINATE CIRCUIT/AMP AND JACK/RECEPTACLE REQUIREMENTS WITH TENANT. REFER TO ELECTRICAL DESIGN -BUILD DOCUMENTS FOR ADDITIONAL INFORMATION. E7 "MEDIASCAPE" FURNITURE SYSTEM. COORDINATE POWER / DATE LOCATION WITH OPENSQUARE FURNITURE PLANS AND SYSTEM REQUIREMENTS. 4=0 IT SERVER ROOM. COORDINATE ALL ELECTRICAL, AV AND DATA REQUIREMENTS WITH KEN DAVIS AT SHAG Information Technology Manager CONTACT: (253) 225-0911 1 ken.davis(ihousing4seniors.com E9 RECEPTION COUNTER. UNDER COUNTER ELECTRICAL AND DATA CONNECTIONS. PROVIDE CABLE TRAY TO GROMMETS TO COUNTER SURFACE (2) LOCATIONS. SEE COUNTER DETAILS ID453. LOBBY GAS FIREPLACE. COORDINATE ELECTRICAL REQUIREMENTS WITH MANUFACTURER. KITCHEN. COORDINATE ELECTRICAL REQUIREMENTS FOR ALL APPLIANCES WITH MANUFACTURER. 41> JOHNSON BRAUNDINc. 15200 52nd Ave. South Suite 300 Seattle, WA 98188 Phone 206.766.8300 www.johnsonbraund.com ARCHITECTURE INTERIOR DESIGN Greg L. Allwine, AIA Jeffrey A. Williams, AIA GENERAL NOTES REFER TO ELECTRICAL PLANS FOR POWER REQUIREMENTS. COORDINATE ALL AV, DATA AND ASSOCIATED ELECTRICAL REQUIREMENTS WITH KEN DAVIS AT SHAG Information Technology Manager CONTACT: (253) 225-0911 ken. d avis (iflh ou si ng4sen i ors.com COORDINATE ALL NECESSARY POWER/DATA LOCATIONS WITH OPENSQUARE FURNITURE PLANS (SEE REFERENCE PLANS THIS SET). VERIFY ELECTRICAL SUPPLY CONNECTIONS WITH SYSTEMS FURNITURE. EQUIPMENT & APPLIANCE SCHEDULE WORKROOM SINK A MFR: ELKAY MODEL:#LRAD191865 LUSTERTONE STAINLESS STEEL TOP MNT SINK SIZE: 19" X 18" DEPTH: 6.5" FINISH: STAINLESS STEEL QTY: 1 WORKROOM FAUCET MFR: KOHLER MODEL: #K6331 EVOKE PULL-OUT SINK FAUCET SIZE: 25" X 22" DEPTH: 9" FINISH: 18 GAUGE STAINLESS STEEL QTY: 1 LUNCH ROOM SINK B MFR: KOHLER MODEL: #K3822-3 VAULT SINGLE BASIN KITCHEN SINK SIZE: 25" X 22" DEPTH: 9" FINISH: 18 GAUGE STAINLESS STEEL QTY: 1 LUNCH ROOM FAUCET MFR: KOHLER MODEL: #K6331 EVOKE PULL-OUT SINK FAUCET SIZE: 25" X 22" DEPTH: 9" FINISH: 18 GAUGE STAINLESS STEEL QTY: 1 LUNCH ROOM HOT -TAP MFR: INSINKERATOR MODEL:#FGN1100 INDULGE CONTEMPORARY W/ SS TANK AND #F201 SIZE: 25" X 22" DEPTH: 9" FINISH: 18 GAUGE STAINLESS STEEL QTY: 1 C DISHWASHER (o' LUNCH ROOM MFR: BOSCH MODEL: #SGX68U55UC SIZE: 32 1/16"H X 23 9/16'W X 22 9/16D FINISH: STAINLESS STEEL QTY: 1 REFRIGERATOR (D. LUNCH ROOM D MFR: FRIGIDAIRE MODEL: #FGHC2331PF SIZE: 69 7/8"H X 36"W X 28 1/2"D FINISH: STAINLESS STEEL QTY: 2 MICROWAVE (8 LUNCH ROOM E —�Q.JOk?111111...adikJJJ— MFR: GE MODEL: #JES1656SRSS SIZE: 12 13/16"H X 17 11/16"D X 21 3/4'W FINISH: STAINLESS STEEL —411h—JMOk—allik F BEVE- • ' RIGERATOR (D LUNCH ROOM MFR: GE MODEL: #GVSO4BDWSS ' . •:: • RAGE CENTER SIZE: 33"H X 22 1/8". • NO7• USED FINISH: STe STEEL WITH WOOD SHE QT 1 GAS FIREPLACE (1 LOBBY G MFR: ASTRIA MODEL: VENICE LIGHTS - ONE SIDED #F1497 SIZE: LINEAR FINISH: BLACK / ACCESSORIES: CLEAR GLASS MEDIA QTY: 1 SYMBOL LEGEND 3380 REGISTERED I ` ARCHITECT REG L. ALLI1'INE ATE OF WASHINGTON SET ISSUANCE DESCRIPTION BID SET PERMIT SUBMITTAL DATE 0 I,: N 0 10.11.2017 O z N Decsription PLAN CHANGES Date I,- 0 0 N N- ',:- >: > a) Ct SITE ADDRESS : 14400 TUKWILA INTERNATIONAL BOULEVARD, TUKWILA , WA 98188 OWNER/APPLICANT: 0 J —J w < O U M O w U) .< UJ Z CL w m Lllu 1.d Lu Ow C, ZQ J_ w > Q 0- -=-i � J N >- 0.4 N0 - w re0 a_ w w F- 0 >z z O w 0 0 w 0 z w oz 0 1.- Z 0 0z 5 Etw 0< Q O c�= 5 0 —o Ez Hg m s0 ~z 0 I °O w0 as w a: a (5 z� 3 LU LU0 I --as RECEIVED CITY OF TUKWILA OCT 2. 0 2017 PERMIT CENTER ROJECT #: DRAWN BY: CHECKED BY: 1026.04 JL DWK DUPLEX RECEPTACLE USB DUPLEX RECEPTACLE DEDICATED DUPLEX RECEPTACLE GFI DUPLEX RECEPTACLE FOURPLEX RECEPTACLE VOICE & DATA RECEPTACLE; CONTRACTOR TO PROVIDE MUD RING AND FULL STRING SYSTEM FURNITURE POWER POLE; FINISH: BLACK MEZZANINE - POWER AND EQUIPMENT PLAN 1D131 PERMIT SUBMITTAL 2017.1_dianak@johnsonbraund.com.rvt CSI m a) a) as - H C0 CV 0 U) a) E U O 0 - Co Co U) ^L` a) U) U Q z W J ALTERNATE TV -101 IF MEDIASCAPE NOT PROVIDED PRINTER / COPIER 1 LEVEL 1 - FURNITURE PLAN 1/8" = 1,-0" b -I KEYNOTES 4---) COMPLIANCE STORAGE FILE SYSTEM: RE -USE (3) EXISTING ROLLING! STACKING FILING RACKS IN MEZZANINE LEVEL COMPLIANCE STORAGE ROOM. PROVIDE (4) NEW EXISTING ROLLING! STACKING FILING RACKS. MATCH EXISTING SYSTEM. GENERAL NOTES 1. FURNITURE & FIXTURES PROVIDED & INSTALLED BY OPEN SQUARE. SEE PLANS PROVIDED FOR REFERENCE ONLY. I City of Tukwila BUILDING DIVISION a _____—_—.1 REVIEWED FOR CODE COMPLIANCE APPROVED JAN 0 4 2018 JOHNSON BRAUNDINc. 15200 52nd Ave. South Suite 300 Seattle, WA 98188 Phone 206.766.8300 www.johnsonbraund.com ARCHITECTURE INTERIOR DESIGN Greg L. Allwine, AIA Jeffrey A. Williams, AIA 3380 REGISTERED ARCHITECT ,REG L. ALLIFINE ATE OF WASHINGTON SET ISSUANCE DESCRIPTION BID SET PERMIT SUBMITTAL DATE 06.27.2017 10.11.2017 d z .- N Decsription PLAN CHANGES Date I, - ZS 0 N d ��Wy/ TUKWILA VILLAGE - SHAG CORPORATE HEADQUARTERS SITE ADDRESS : 14400 TUKWILA INTERNATIONAL BOULEVARD, TUKWILA , WA 98188 OWNER/APPLICANT: U J J U) LU M UW O !-- < U=) zce W O O i LU > m 0 w co W • z LU >: — N I- O I— N 0 U W a- a UJ w x 0 O >- z z 0 w CO 0 U- 0 w 0 z UJ oz zo 0z w ce mQ W W Ox - J 1•• 50 0 =0 I—CO z x 00 w0 Cw a. n. w� Z3 w0 a RECEIVED CITY OF TUKWILA OCT2 0 2017 PERMIT CENTER PROJECT #: DRAWN BY: CHECKED BY: 1026.04 JL DWK LEVEL 1 - FURNITURE PLAN 1D140 PERMIT SUBMITTAL E 0 C) n 0 N C O ca C O NI al O) -a m a) D) (6 (� z w TV -100 WM-100 PRINTER / COPIER BY TENANT DOUBLE \ HEIGHT SPACE br7 KEYNOTES Cjjk COMPLIANCE STORAGE FILE SYSTEM: RE -USE (3) EXISTING ROLLING / STACKING FILING RACKS IN MEZZANINE LEVEL COMPLIANCE STORAGE ROOM. PROVIDE (4) NEW EXISTING ROLLING / STACKING FILING RACKS. MATCH EXISTING SYSTEM. GENERAL NOTES 1. FURNITURE & FIXTURES PROVIDED & INSTALLED BY OPEN SQUARE. SEE PLANS PROVIDED FOR REFERENCE ONLY. au JOHNSON BRAUNDINc. 15200 52nd Ave. South Suite 300 Seattle, WA 98188 Phone 206.766.8300 wAw.johnsonbraund.com ARCHITECTURE INTERIOR DESIGN Greg L. Allwine, AIA Jeffrey A. Williams, AIA rREVIEWED FOR CODE COMPLIANCE APPROVED JAN 0 4 2010 City of Tukwila BUILDING DIVISION} 3380 REGISTERED ARCHITECT .REG L. ALLWING ATE OF WASHINGTON SET ISSUANCE DESCRIPTION BID SET PERMIT SUBMITTAL DATE N- 0 0 N r N N CLO O i - O z - N Decsription PLAN CHANGES Date r -- CI; 0 (V d d CL SHAG CORPORATE HEAD SITE ADDRESS : 14400 TUKWILA INTERNATIONAL BOULEVARD, TUKWILA , WA 98188 OWNER/APPLICANT: U J -J rn W < M UW F- oo (n z W co Oa. -J w LIm ui'a' WW co W O) zQ J_ ; 2 0_ 010 e0 00 N- 0 0 0 0 U C Co L 0 C 0 U) C 0 co C (0 �I N O NI 01 00 a, ca) 0 IT m N 0 U) C 0 v CD 0 - C co L a) cnU FILE NAME: MFR: SCHLUTER PRODUCT: SCHIENE MODEL AE 80 FINISH: SATIN ANODIZED ALUMINUM TILE AS SCHEDULED MFR: SCHLUTER PRODUCT: DILEX-AHKA MODEL AHKA 80 AE FINISH: SATIN ANODIZED ALUMINUM CUT TILE DETAIL 12" = 1'-0" l L \ TRANSITION OFFICES 12" = 1'-0" CARPET AS SCHEDULED MFR: SCHLUTER PRODUCT: RENO -U MODEL: AEU -35 FINISH: SATIN ANODIZED ALUMINUM PROVIDE ADA COMPLIANT TRANSITION: 1/4" MAX. VERTICAL OR MAX. 1/2" HT. BEVELED 1:2 CARPET AS SCHEDULED MFR: JOHNSONITE PRODUCT: SLIMLINE TRANSITION MODEL: SLTC-XX-L COLOR: PEPPERCORN TB1 PROVIDE ADA COMPLIANT TRANSITION: 1/4" MAX. VERTICAL OR MAX. 1/2" HT. BEVELED 1:2 TRANSITION 0 LOBBY SEATING 12" =11-0" FLOORING WALLS - PAINT WALLS - TILE / SPECIALTY CASEWORK & COUNTERTOPS CEILING CPT 100 MANUFACTURER: MASLAND STYLE: VENETIAN TYPE: CARPET TILE COLOR NAME: PAGODA MANUFACTURER: SHERWIN WILLIAMS PRODUCT: WT 100 MANUFACTURER: JASBA PRODUCT: NATURAL GLAMOUR COLOR NAME: CHESTNUT BRONZE MIX COLOR NUMBER: 8306 N. o N 1 e- 0 MANUFACTURER: ARMSTRONG PL MANUFACTURER: WILSONART 100 COLOR NAME: PALISADES OAK CABINETS EITHER FRAMELESS COLOR NUMBER: 7987-38 FINISH: PINE VELVET FINISH LOCATION: GENERAL CASEWORK VERTICALS DIRECTION: VERTICAL TO HAVE FULL OVERLAY DOORS: FRAMED CABINETS W/ FULL OVERLAY OR CABINETS ACT -1 PRODUCT: OPTIMA SQUARE TEGULAR 100 COLOR NAME: EXTRA WHITE COLOR NUMBER: SW 7006 SHEEN: EGGSHELL NOTE: LOCATION: GENERAL WALL PAINT N COLOR: WHITE SIZE: 24" X 24" COLOR NUMBER: 78800 SIZE: 72"W X 30"L WEIGHT: 36 OZ. YARN: 100% UNIVERSAL FIBERS, TYPE 6 Decsription SIZE: .5 X .5 GROUT: CUSTOM BUILDING PRODUCTS GROUT COLOR: #381 BRIGHT WHITE INSTALLATION: Date N. 0 N d SUSPENSION: SUPRAFINE LOCATION: OFFICES I OPEN OFFICES NOTES: INSTALLATION: DIRECT GLUE LOCATION: LOBBY SEATING LOCATION: ENTRY COFFEE STATION CPT 101 MANUFACTURER: MASLAND STYLE: SPEAK T502 RESONATE TYPE: CARPET TILE COLOR NAME: WESTCOTT MANUFACTURER: BENJAMIN MOORE m PRODUCT: wr 101 MANUFACTURER: MIRAGE PRODUCT: TRANSITION COLOR NAME: LECCE COLOR NUMBER: MANUFACTURER: FORMICA PT 100 MANUFACTURER: SHERWIN WILLIAMS PRODUCT: COLOR NAME: EXTRA WHITE COLOR NUMBER: SW 7006 SHEEN: EGGSHELL NOTE: LOCATION: UNDERSIDE OF LEVEL 2 SLAB GWB HARDLID LOCATIONS A. PL 101 COLOR NAME: WHITE 101 COLOR NAME: TEQUILA LIME COLOR NUMBER: 2028-30 SHEEN: EGGSHELL NOTE: LOCATION: FRONT DESK - ACCENT COLOR NUMBER: 949-58 FINISH: MATTE FINISH LOCATION: WORK ROOM & TRANINING ROOM HORIZONTALS I RESTROOMS VANITY DIRECTION: HORIZONTAL COLOR NUMBER: 50205 SIZE: 24" X 24" WEIGHT: YARN: TYPE 6 NYLON 1 1 SIZE: 12" X 24" I GROUT: MAPEI I I GROUT COLOR: 01 ALABASTER 1 INSTALLATION: , , LOCATION: RESTROOMS INSTALLATION: DIRECT GLUE LOCATION: OFFICES I OPEN OFFICES PROVIDE RESTROOM, RESTROOMS BID ALTERNATE: UPGRADE COUNTERTOPS AT LEVEL 1 LEVEL ONE TRAINING ROOM S19 AND MEZZANINE TO ST 100 QUARTZ PC 100 PRODUCT: POLISHED CONCRETE LOCATION: GENERAL FLOOR FINISH MANUFACTURER: BENJAMIN MOORE m PRODUCT: v,/r 102 MANUFACTURER: JASBA PRODUCT: CENTINO COLOR NAME: FEATHER GREY COLOR NUMBER: 8827H MANUFACTURER: PENTAL ST 100 STYLE: QUARTZ 102 COLOR NAME: CAVIAR COLOR NUMBER: SW 6990 SHEEN: EGGSHELL NOTE: LOCATION: ACCENT CHARGING STATION ACCENT S02 NEST CEILING COLOR NAME: MISTERIO POLISHED COLOR NUMBER: BQ8815P SIZE: 3/4" INSTALLATION: LOCATION: GENERAL QUARTZ RECEPTION COUNTER & LUNCHROOM FINISH GLOSSY SIZE: 1 X 1 MESH GROUT: CUSTOM BUILDING PRODUCTS GROUT COLOR: #381 BRIGHT WHITE INSTALLATION: LOCATION: LUNCH ROOM sc 100 PRODUCT: SEALED CONCRETE LOCATION: TRASH MANUFACTURER: SHERWIN WILLIAMS m PRODUCT: ' 103 MANUFACTURER: FLORIDA TILE PRODUCT: TIME 2.0 COLOR NAME: BLACK COLOR NUMBER: T297B1GLOSSY FINISH TEXTURED SIZE: GROUT: CUSTOM BUILDING PRODUCTS GROUT COLOR: #60 CHARCOAL INSTALLATION: LOCATION: LOBBY SEATING FIREPLACE 103 COLOR NAME: BIG CHILL COLOR NUMBER: SW 7648 SHEEN: SEMIGLOSS NOTE: LOCATION: RESTROOMS SPECIALTY FINISH CASEWORK HARDWARE MANUFACTURER: SHERWIN WILLIAMS PRODUCT: SF 100 MANUFACTURER: SOELBERG INDUSTRIES PRODUCT: NATURA MODEL: NIDO MATERIAL: BALTIC BIRCH PLYWOOD MANUFACTURER: K KW, 100. � PRODUCT. BAR PULLS BAR PUL MODEL: BP40517PNFINISH: STERLING NICKEL SIZE: 5-1/16" NOTE: LOCATION: GENERAL CASEWORK HARDWARE 104 COLOR NAME: FUNCTIONAL GRAY a COLOR NUMBER: SW 7024 SHEEN: EGGSHELL NOTE: LOCATION: ACCENT WALL S03 CONFERENCE S19 TRAINING S19a PRODUCTION SIZE: 48" X 96" 3/4" CORE THICKNESS 3/8" PATTERN THICKNESS NOTE: HORIZONTAL INSTALLATION LOCATION: CHARGING STATION I HORIZONTAL MANUFACTURER: SHERWIN WILLIAMS PRODUCT: 105 COLOR NAME: GULFSTREAM COLOR NUMBER: SW 6768 SHEEN: EGGSHELL NOTE: LOCATION: NEST - ACCENT MANUFACTURER: SHERWIN WILLIAMS PRODUCT: PAINT 1 106 COLOR NAME: BACKDROP COLOR NUMBER: SW 7025 SHEEN: EGGSHELL NOTE: LOCATION: ACCENT PAINT - LOBBY/RECEPTION/STAIR S06 CONFERENCE S38 CONFERENCE • • - 1 MANUFACTURER: SHERWIN WILLIAMS PRODUCT: PAINT MANUFACTURER: SHERWIN WILLIAMS m PRODUCT: PAINT 107 COLOR NAME: CRUISING COLOR NUMBER: SW 6782 SHEEN: EGGSHELL NOTE: LOCATION: ACCENT PAINT - S34 LUNCH ROOM 106a COLOR NAME: BACKDROP COLOR NUMBER: SW 7025 SHEEN: SEMI -GLOSS NOTE: LOCATION: GENERAL DOORS & TRIM BASE WALLS - VINYL COVERINGS MANUFACTURER: JOHNSONITE 8100 PRODUCT: TRADITIONAL WALL BASE COLOR: 32 PEBBLE SIZE: 6" H 1/8" LOCATION: GENERAL WALL BASE MANUFACTURER: BOLTA ® PRODUCT: VINYL -c VSE O 100 PATTERN: PEBBLE LINEN N COLOR: BB -PL -15 UMBER SIZE: 54" REPEAT: RANDOM - -SIBLE FSR: TYPE: PE II, 20 OZ NOTE: e " ' TION FRONT DESK - ACCENT I ENTRY _• 'T --� - PROVIDE BID ALTERNAT USE ACCENT PAINT PT106 MANUFACTURER: WILSONART 6101 PRODUCT: DECORATIVE METALS COLOR: SATIN WHITE BRONZE COLOR NUMBER: 6201 SIZE 6" H LOCATION: FRONT DESK MANUFACTURER: ' R -C • S�,p ® PRODUCT: VINYL V 56 .' ' n 01 0 RE �l,i1��= FOR CODE COMPLIANCE APPROVED JAN 0 4 2018 - City of Tukwila [UILDING DIVISION O� 101 PATTERN: SAVILE ROW t COLOR: ACW-52341 TURKS #28 SIZE: 54" REPEAT: RANDOM e- FSR: TYPE: PE II, 20 OZ NOTE: - 'TION S CONFERENCECROOM - ACCENT I PROVIDE BID ALTERNAT USE ACCENT PAINT P105 CORNER GUARDb MANUFACTURER: FRY REGLET FABRIC - CUSTOM UPHOLSTRY MANUFACTURER: MIRAGE C13102)PRODUCT: TRANSITION COLOR: LECCE SIZE: 6" X 24" (CUT TILE BASE) GROUT: MAPEI GROUT COLOR: 01 ALABASTER COVE BASE: SCHLUTER DILEX AHKA 80 AE SATIN ANODIZED ALUMINUM LOCATION: PUBLIC RESTROOMS I MEZZANINE RESTROOMS w w MANUFACTURER: ' R -C • 9EO ® PRODUCT: VINYL r1O1 MANUFACTURER: DESIGN TEX CO 100 PRODUCT: CORNER TRIM F 100 FABRIC TYPE: UPHOLSTERY ��� 102 PATTERN: SAVILE ROW 1 COLOR: ACW-52357 GREY ' 'NEL #17 SIZE: 54" REPEAT: RAND @ ', ATCH FSR: TYPE: TYPE II, 20 OZ NOT • • CATION CONFERENCE ROOM - ACCENT MODEL: DMCT-375 FINISH: CLEAR ANODIZED SIZE: FULL HEIGHT @ RECEPTION AND COFFEE STATION 18'-0" @ STAIR WALL LOCATION: GENERAL CORNER GUARD PATTERN: BRUSHED FLANNEL COLOR NAME: FLAME COLOR NUMBER: 3797-702 SIZE: 54" REPEAT: — LOCATION: LEVEL 1 BENCH SEATING PROVIDE BID ALTERNAT . USE ACCENT PAINT P104 \r JOHNSON BRAUNDINc. 15200 52nd Ave. South Suite 300 Seattle, WA 98188 Phone 206.766.8300 vwwv.johnsonbraund.com ARCHITECTURE INTERIOR DESIGN Greg L. Allwine, AIA Jeffrey A. Williams, AIA 3380 REGISTERED ARCHITECT ..REG L. ALLI1'INE ATE OF WASHINGTON SET ISSUANCE DESCRIPTION BID SET PERMIT SUBMITTAL DATE N. o N N. N Lri N. o N 1 e- 0 d Z — N Decsription PLAN CHANGES Date N. 0 N d 5 al TUKWILA VILLAGE - SHAG CORPORATE HEADQUARTERS SITE ADDRESS : 14400 TUKWILA INTERNATIONAL BOULEVARD, TUKWILA , WA 98188 OWNER/APPLICANT: U W 0 O a_ a Ui W x 0 O >- 0 0 W 0) 0 LL 0 LU 0 z W oZ 0 F- U z _I o z J 5o co < cti III �_ F- o <C 0 g ~ ✓ Cv) 5 0 O • I- -d < C i -Z 1'-Q 0 2Z ~z Lt n. 5 o O 00 W a • @ ¢ W d a LLI Lu O CO Cr;-) a. O _ rn cce � g Q �3 ><a ZD - h J QU N Q W W • •- }' w 00 I— N d 1- a RECEIVED CITY OF TUKWILA OCT 2 0 2017 PERMIT CENTER PROJECT #: 1026.04 DRAWN BY: JL CHECKED BY: DWK FINISH SCHEDULE & DETAILS 1D200 PERMIT SUBMITTAL 1 10/16/2017 8:18:18 PM FILE NAME: SHAG HOTEUNG EXCLUDED FROM TENANT IMPROVEMENT N CONFERENCE CIRCULATION ID200 /S24 (8100) CB102D WALK -OFF PEDI-MAT PER VI CORE & SHELL PERMIT VESTIBULE WORK ROOM ID200 OFFICE CIRCULATION 10200 OFFICE STORAGE VESTIBULE CIRCULATION 10200 WALK -OFF PEDI-MAT PER CORE & SHELL PERMIT 10200 COPY 10200 CIRCULATION LEVEL 1 FIN SH PLAN 1/8" =11-0" KEYNOTES REFERENCE INTERIOR ELEVATIONS FOR MORE INFORMATION PROVIDE AND INSTALL CORNER GUARDS AS SPECIFIED; GLUED (NO FASTENERS). GENERAL NOTES 1. SEE SHEET 1D200 FOR INTERIOR FINISH SCHEDULE. REVIEWED FOR CODE COMPLIANCE APPROVED JAN 04 n City of Tukwila BUILDING DlW.-;10N1 1 vv JOHNSON BRAUNDIN, 15200 52nd Ave. South Suite 300 Seattle, WA 98188 Phone 206.766.8300 www.johnsonbraund.com ARCHITECTURE INTERIOR DESIGN Greg L. Allwine, AIA Jeffrey A. Williams, AIA 3380 REGISTERED ARCHITECT ,REG L. ALLWINE ATE OF WASHINGTON SET ISSUANCE DESCRIPTION BID SET PERMIT SUBMITTAL DATE 06.27.2017 0 N C O Z c- N Decsription PLAN CHANGES Date N- E, 0 Z N Ce TUKWILA VILLAGE - SHAG CORPORATE HEADQUARTERS SITE ADDRESS : 14400 TUKWILA INTERNATIONAL BOULEVARD, TUKWILA , WA 98188 OWNER/APPLICANT: U J J U) w < O U c� 0cnw < (1) ZQ w0 a Z o -J wE m ww Cl w • w Z J_ w >Q — • N F- O w O CI - 0 O >- Z 2 O w CO 0 w 0 w 0 Z w Z � 1- z D2 Jw 7cc co Q la' 11- (9 F-. J 50 H� co I0 F - Z O= w0 GI • a. w a_ a w� Z 2i 0U WO xCC ra RECEIVED CITY OF TUKWILA OCT 2 02011 PERMIT CENTER SYMBOL LEGEND PROJECT #: DRAWN BY: CHECKED BY: 1026.04 JL DWK L CORNER GUARD: CG 100 LEVEL 1 - FINISH PLAN 1D300 PERMIT SUBMITTAL 10/16/2017 8:18:22 PM C:\Users\dianak\Documents\1026-Tukwila Village Bldg_D 2017.1_dianak@johnsonbraund.corn.rvt FILE NAME: SC 100 ' \ MEZZANINE — FINISH PLAN 1/8" =11-0" bi Ss KEYNOTES REFERENCE INTERIOR ELEVATIONS FOR MORE INFORMATION PROVIDE AND INSTALL CORNER GUARDS AS SPECIFIED; GLUED (NO FASTENERS). GENERAL NOTES 1. SEE SHEET 1D200 FOR INTERIOR FINISH SCHEDULE. REVIEWED FOR CODE COMPLIANCE APPROVED JAN 0 4 2018 City of Tukwila BUILDING DIVA iC;',' sl JOHNSON BRAUNDINc. 15200 52nd Ave. South Suite 300 Seattle, WA 98188 Phone 206.766.8300 www.johnsonbraund.com ARCHITECTURE INTERIOR DESIGN Greg L. Allwine, AIA Jeffrey A. Williams, AIA 3380 REGISTERED ARCHITECT tett----- REG L. ALLIVINR ATE OF WASHINGTON SET ISSUANCE DESCRIPTION BID SET PERMIT SUBMITTAL DATE N 0 N N. N 0 O 10.11.2017 O z .- N Decsription PLAN CHANGES Date N 0 N Z 0 Co W I- a W W H OC 0 a 0 U (J) CDJ J J _ � SITE ADDRESS : 14400 TUKWILA INTERNATIONAL BOULEVARD, TUKWILA , WA 98188 OWNER/APPLICANT: U w O 0 o. ce w w 0 O >- 0 0 W ce 0 0 w 0 Z w Oz 0 I_ Z DZ J w fr CO wCu- d go �Z m io �Z o:= 00 wo c a w ce n. w� 0 z � U LU UJ I- II. RECEIVED CITY OF TUKWILA Cr PERMIT CENTER SYMBOL LEGEND PROJECT #: DRAWN BY: CHECKED BY: 1026.04 JL DWK L CORNER GUARD: CG 100 MEZZANINE — FINISH PLAN 1D301 PERMIT SUBMITTAL �I� FILE NAME: C:\Users\dianak\Documents\1026-Tukwila Village Bldg_D_2017.1_dianak@johnsonbraund.com.rvt 10/16%2017 8:18:29 PM F 1 I b MECH LOUVER II II SPANDREL GLASS �� �� IEll I SPANDREL GLASS I IIMODELATRUM 4 3 KEYNOTES .. wwwwwwww\---'www -PROVIDE LOCKING IARDWARE-ON-CABINE1 DOORS- IIS MANUAL ROLLER SHADE 1 441/> SIKYLINE SHADE ROLLER SHADE FABRIC: SW4500I GRANITE I� MOTORIZED ROLLER SHADE MFR: ATRIUM SHADE MODEL: SONESSE-30 FABRIC: SW4500 I GRANITE IIS SEE ID100 & ID101 FOR WALLMOUNTED TV MOUNTING LOCATION DIMENSIONS 1/2" HOMOSOTE TACK BOARD - PAINT TO Ell MATCH WALL COLOR JOHNSON B RA U N D INC. 15200 52nd Ave. South Suite 300 Seattle, WA 98188 Phone 206.766.8300 www.johnsonbraund.com ARCHITECTURE INTERIOR DESIGN Greg L. AlI' ine, AIA I I- -ll II— —J ID504 ID504 \ \ \ \ I 3 I ID2 v-1..- I© 21/2" 13'-61/4" FILLER ID504 36" 36" FILLER 36" 36" 36" 15" 4 �+ 12" 36" 36" 36" 36" / FILLER I I I,i,/ I / \ I \ / / \ \ EQ. I- a' _ 0" a' _ 0„ fin. / \ / \ / \ \ \ \ / \ / \ Jeffrey A. Williams, AIA / .� / \ / \ [— / STOREFRONT —7 \ / � -7 1-- M < > L C > / \ WINDOW C /^\\\0 X \\\� \ m .o b ro \ < > > \ \9 6/ \\�8//L ,,/ \\I /� 9/// B// LIQ ,- �.�\\� //L \0 0//L \ 14 / L \ / N ID503 r : I ID4 N N OPEN SHELVES ( .s 1D503 I IDa 3380 D�s� ID503' .. (ADJUSTABLE) • GENERAL NOTES REGISTERED ` I \ \ OPEN 1.R MATERIAL OF BACKSPLASH TO COUNTERTOP. C (REGL. ALLWINE ATE ,REOF WASHINGTON SHELVES UNDARCHITECT `" oMAGNETDRY-ERASE I:LE & \ WHITE BOARDS o < X > FOR \ X X \ \ / \ BINCYCLE / N. / \ TRASH BIN \ N \ / \ ' \ / \ / \ / \/ \ \ I� t\ \ W N./ I- 42" - 61" I 42" 36" 1 36" 4 27" 24" 6" 21" 36" 36" I 36" FILLER 16 PRODUCTION 1QIV - S19a -COPY F�001 1 ,i,BLIND CRNR 1/4" == V-0"" 15 PRODUCTION - 519a 14 PRODUCTION. - S19a 13 PRODUCTION - S19a 1 1/4" =1'-0" 1/4" = 1'-0" 1/4" =11-0" SET ISSUANCE DESCRIPTION BID SET PERMIT SUBMITTAL 1 10'-8" 10'_8" DATE N o 10.11.2017 II \ / II MECH LOUVER I I I I I STOREFRONT STOREFRONT `" STOREFRONT ""0 STOREFRONT I ID3 TYP E, DROPPED CEILING FOR MECHANICAL DUCT DROP TO v LOUVER IN STOREFRONT d .- N 0 Decsription PLAN CHANGES 4 102 0 TYP. EQ EQ EQ EQ / / 0 / / EQ EQ 4 Tr"1 I / 0 b m I TV TV °' '� STOREFRONT STOREFRONT Tv - . TYP. TI \ + 4 c o 4 RECITES, 1 -TYP. 24" 24" / 0 ID503 / o io C Nrn 0 \\ \\ \\ `" 03 0 r `11 d 116. // // // \ // �i \ * N----- FILLER 33" 36" 36" 133" FILLER \ \ CD 143" X ,- 1 TRAINING - S19 11 TRAINING - S19 10 TRAINING - 819 / (9' TRAINING - S19 TUKWILA VILLAGE - SHAG CORPORATE HEADQUARTERS SITE ADDRESS : 14400 TUKWILA INTERNATIONAL BOULEVARD, TUKWILA , WA 98188 OWNER/APPLICANT: TUKWILA VILLAGE DEVELOPMENT ASSOCIATES, LLC 201 27TH AVENUE SE, BUILDING A, SUITE 300 PUYALLUP, WA 98374 THESE DRAWINGS WERE PREPARED FOR THE TUKWILA VILLAGE - BUILDING D PROJECT IN TUKWILA, WA . © JOHNSON BRAUND, INC. THEY ARE NOT INTENDED FOR USE ON ANY OTHER PROJECT. 1/4" = 1'-0" 1/4" = 1'-0" 1/4" = 1'-0" 1/4" = 1'-0" e A © Qm sID504 FILLER ID503 ID503 ID503 FILLER 18" 18" I0504 I 27" 27" FILLER � FILLER WPF. • \ • • • TACK BOARD IF • Alk AgEk 24,. \ \ ID503 ID503 ID503 ID503 N I I _ NMI IM e ii e=�I��IIIIMMIN -®�� r— Cil — I LATERAL FILE LATERAL FILE I Y I 1111111 Eig S" 1111111 _I 2 / \ I by OpenSquare I O I \ a - NM L: R FILLER PA 36" 36" 36" k ID® FILLER 30" 30" FILLER 1iii.. i�1�'f ►EFINEI 18" 36" OBLIQUE; REFER TO PLAN FILLER 27" 27" FILLER :._ vZ _ 1 - � ,:_ 6 A • _: -4. Z ®.x.! 10/1672017 8:18:34 PM FILE NAME: '0 in ACCENT PAINT r 11 LUNCHROOM - S34 - CHARGING STATION 1/4" = 1'-0" 3/4" 10 36" 3/4"� 27' , 27' 27' 36" / 21" f ,--FILLER ^ \ \ '-- <X —� `\ ID503 ` �/ > L ,( 1/ R� 33" 33" 33" FILLER 3 1/4" \\II/, N \ . v . SOFFIT I 24".. , /; , ID503 Decsription So N 7 NI\. \/ \ N / 1\ \ - \_ /J / \ \ / \ . \ \ \ i cn 36" w V / \• \ 1 v \ �I 11CR(L M 10. ICRO SINK \ 7 Il 'F) REFRIG. < N N 7 / DW REFRIG. 36" dr 27" 30" / 24" 36" 21" / �/` ✓ LUNCH ROOM - S34 1/4" = 1'-0" FILLE r --W COPY / PRODUCTION CE TER - S3.7 1/4" = 1'-0" FILLERS I 21" FILLEF1 36U 11 1 EQ EQ BID SET T fl STOREFRONT I\ I►\ / \ / / ^ \ \ '-- <X —� `\ ID503 \ / / \ > L iiiiiflI- xx\ C') R� 33" 33" 33" FILLER 3 1/4" \\II/, N \ . v . r --W COPY / PRODUCTION CE TER - S3.7 1/4" = 1'-0" FILLERS I 21" FILLEF1 36U 11 1 EQ EQ BID SET T fl / / 4I / \ / / ^ \ \ '-- <X —� `\ 0 Cl o \ / / \ > L \\L \ \I0// N \ 7 . - \\II/, N \ . v . 24".. , /; , ID503 Decsription PLAN CHANGES n ~ N CI ailCD IX '- 24"36" a 36" w FILLER FILLER COPY / PRODUCTION CENTER - S37 1/4" = 1'-0" 42" FILLER } 42" R SNAG COLLABORATE - 523 1/4" =1'-0" FILLER FILLER, 18" R 2 \ LEVEL 'I - OPEN OFFICE- S18 - COPIER 1/4" =11-0" 6-7 1 /4" MECH. LOUVER 5'-31/4" STOREFRONT IN LIGHT WELL 5'-71/4" STOREFRONT IN LIGHT WELL ( ID2 TYP. 0 SHAG COLLABORATE $2.3 1/4" = 1'-0" LUNCH ROOM - S34 1/4" = 1'-0" EQ EQ -c— CONFERENCE - S38 1/4" =11-0" 6-71/4" 5' - 3 1/4" 5'-71/4" 4 ID3 TYP. POWER POLE BY OPENSQUARE EQ -2, 4 ID2 TYP. DEQ 4. OPEN OFFICE - S24 1/4" =11-0" 0 0 Co %R ID OPEN OFFICE S'18 - WINDOWS 1/4" =1'-0" i KEYNOTES D 1/ 0 4 -PROVO E LOCKING -HARDWARE -0 CABINET-BOORS— MANUAL ROLLER SHADE MFR: ATRIUM SHADE MODEL: SKYLINE ROLLEASE ROLLER SHADE FABRIC: SW4500 I GRANITE MOTORIZED ROLLER SHADE MFR: ATRIUM SHADE MODEL: SONESSE-30 FABRIC: SW4500 I GRANITE SEE ID100 & IDI01 FOR WALLMOUNTED TV MOUNTING LOCATION DIMENSIONS 1/2" HOMOSOTE TACK BOARD - PAINT TO MATCH WALL COLOR 1 GENERAL NOTES 1. ALL BACKSPLASHES ARE 4" HEIGHT, U.N.O.; MATCH FINISH MATERIAL OF BACKSPLASH TO COUNTERTOP. REVIEWED FOR CODE COMPLIANCE APPROVED JAN 0 4 2018 City of Tukwila BUILDING DIV<:iGi`I 7%-' ar 11> JOHNSON BRAUNDINc. 15200 52nd Ave. South Suite 300 Seattle, WA 98188 Phone 206.766.8300 www.johnsonbraund.com ARCHITECTURE INTERIOR DESIGN Greg L. Allwine, AIA Jeffrey A. Williams, AIA 3380 REGISTERED ARCHITECT REG L. LLWINE ATE OF WASHINGTON ISETISSUANCE EQ EQ BID SET PERMIT SUBMITTAL 1 I / rL 111 F- ❑ T I 0 Cl o ID503 SIM. 12" D. , \ ,- �I^tI ----X-----8 \ \ v N \ 7 . - .. �I^I' . \ \ N \ . v . 42" FILLER } 42" R SNAG COLLABORATE - 523 1/4" =1'-0" FILLER FILLER, 18" R 2 \ LEVEL 'I - OPEN OFFICE- S18 - COPIER 1/4" =11-0" 6-7 1 /4" MECH. LOUVER 5'-31/4" STOREFRONT IN LIGHT WELL 5'-71/4" STOREFRONT IN LIGHT WELL ( ID2 TYP. 0 SHAG COLLABORATE $2.3 1/4" = 1'-0" LUNCH ROOM - S34 1/4" = 1'-0" EQ EQ -c— CONFERENCE - S38 1/4" =11-0" 6-71/4" 5' - 3 1/4" 5'-71/4" 4 ID3 TYP. POWER POLE BY OPENSQUARE EQ -2, 4 ID2 TYP. DEQ 4. OPEN OFFICE - S24 1/4" =11-0" 0 0 Co %R ID OPEN OFFICE S'18 - WINDOWS 1/4" =1'-0" i KEYNOTES D 1/ 0 4 -PROVO E LOCKING -HARDWARE -0 CABINET-BOORS— MANUAL ROLLER SHADE MFR: ATRIUM SHADE MODEL: SKYLINE ROLLEASE ROLLER SHADE FABRIC: SW4500 I GRANITE MOTORIZED ROLLER SHADE MFR: ATRIUM SHADE MODEL: SONESSE-30 FABRIC: SW4500 I GRANITE SEE ID100 & IDI01 FOR WALLMOUNTED TV MOUNTING LOCATION DIMENSIONS 1/2" HOMOSOTE TACK BOARD - PAINT TO MATCH WALL COLOR 1 GENERAL NOTES 1. ALL BACKSPLASHES ARE 4" HEIGHT, U.N.O.; MATCH FINISH MATERIAL OF BACKSPLASH TO COUNTERTOP. REVIEWED FOR CODE COMPLIANCE APPROVED JAN 0 4 2018 City of Tukwila BUILDING DIV<:iGi`I 7%-' ar 11> JOHNSON BRAUNDINc. 15200 52nd Ave. South Suite 300 Seattle, WA 98188 Phone 206.766.8300 www.johnsonbraund.com ARCHITECTURE INTERIOR DESIGN Greg L. Allwine, AIA Jeffrey A. Williams, AIA 3380 REGISTERED ARCHITECT REG L. LLWINE ATE OF WASHINGTON ISETISSUANCE DESCRIPTION BID SET PERMIT SUBMITTAL 111 F- ❑ 06.27.2017 0 Cl o ci Z . CN Decsription PLAN CHANGES n ~ N CI ailCD IX '- TUKWILA VILLAGE - SHAG CORPORATE HEADQUARTERS SITE ADDRESS : 14400 TUKWILA INTERNATIONAL BOULEVARD, TUKWILA , WA 98188 OWNER/APPLICANT: RECEIVED CITY OF TUKWILA OCT 2 0 2017 PERMIT CENTER PROJECT #: DRAWN BY: CHECKED BY: 1026.04 JL/DWK DWK INTERIOR ELEVATIONS D351 PERMIT SUBMITTAL 6/2017 81:18:40 P 0 O U -O C f6 C O C - (6 C (6 0 N) m a) I, co C:\Users\dianak\Documents\1026-Tuk w Q z w J 54" 12" 42" 42" TYP. • F- } 42" (18. RESTROOM - MEZZA,NINE TYP. I (17\ RESTROOM - MEZZANINE 1/4" = 1'-0" 1/4" = 1'-0" 14 RESTROOM WITH LOCKERS - MEZZANINE 1/4" =11-0" RECESSED PAPER TOWEL/TRASH AMERICAN SPECIALTIES 0469 SEMI -RECESSED/ MAX. 4" PROJECTION SEE 6/ID351 FOR REMAINDER OF DIMENSIONS & CALLOUTS IN COMMON 1 o MEN'S RESTROOM - LEVEL 1 1/4" = 1'-0" 34„ r 1 • WOMEN'S RESTROOM - LEVEL 1 RECESSED PAPER TOWEL/TRASH AMERICAN SPECIALTIES 0469 SEMI -RECESSED! MAX. 4" PROJECTION SOAP DISPENSER 1/4" = 1'-0" TOILET SEAT COVER DISPENSER 36" 12" TYP. 1 T' 13 RESTROOM WITH LOCKERS - MEZZANINE RECESSED PAPER TOWEL/TRASH AMERICAN SPECIALTIES 0469 SEMI -RECESSED! MAX. 4" PROJECTION 16 RESTROOM- MEZZANINE 1/4" = 1'-0" / / / / / / SURFACE MOUNT PAPERSPETOWEL NSER DISPENSER [1_741 24" TRASH CAN UNDER COUNTER PLATE GLASS MIRROR ACCESSIBLE COUNTER & SINK 15" 1/2" N / 36" / 12" 1/2" TOLIET SEAT COVER DISPENSER 4-I 18" 15 RESTROOM - MEZZANINE 17" dk o 1/4" =11-0" PROVIDE LOCKING HARDWARD @ ALL LOCKERS; TYP. \ \ / / \ \ \ / 1/2" 15" 15" 1 0 \ \ / \ / / \ / / KS 12" 12" 01# 12" 24" c. 2 z z CO \ SINK PLATE GLASS MIRROR ACCESSIBLE COUNTER & • 12 RESTROOM WITH LOGS - INE \ 11 \ RESTROOM WITH LOCKERS - MEZZANINE 1/4" = 1'-0" 1/4" = 1'-0" SEE 3)1D351 FOR REMAINDER OF SEE 4/ID351 FOR REMAINDER OF DIMENSIONS & CALLOUTS IN COMMON DIMENSIONS & CALLOUTS IN COMMON PLATE GLASS MIRROR ACCESSIBLE COUNTER AND SINK 1/4" = 1'-0" \ 15" CO 1/2"� / I / 1 /2"v gi -yp</ 1 KS 36" / 12" TOILET SEAT COVER DISPENSER \\ EQ EQ 38" \5� WOMEN'S RESTROOM - LEVEL 1 1/4" = 1'-0" 17" Q M MEN'S RESTROOM - LEVEL 1 o • • 1/4" = 1'-0" • \ \ r\ • 54" DESCRIPTION 40" PERMIT SUBMITTAL / 12"/ P 42" DATE I / 5 I 10200 TYP. 0 0 ci z ,- N n ) WZo \ PLAN CHANGES Date r- 0 N d 42" WOMEN'S RESTROOM - LEVEL 1 1/4" =11-0" 1/4" =11-0" J / / / SEE 5/ID400 FOR REMAINDER OF DIMENSIONS & CALLOUTS IN COMMON rTh MEN'S RESTROOM - L.EV_EL I. 1/4" =11-0" 4br7%- oies TYP. I WOMEN'S RESTROOM - LEVEL 1 1/4" = 1'-0" LOCKERS / I 11 121 13 14 / En 3'-1" / — / LOCKERS \2\ \ 3 1 I \\ \� rill 11. 1/4" =1-0" 5'-1" 3'-2" - ...- [CODECOMPLIANCE REVIEWED FOR APPROVED JAN 0 4 2010 City of Tukwila BUILDING DIVISION 7 1 WOMEN'S \ w I -1 I \—t I I 3'-2" 1 8 10 \\\\\\v\\\\\\\\L 5'-1" 3'-1" 1 MEN'S L_ C. 4 1 \ BEVEL 1 - ENLARGED PUBLIC RESTROOM PLAN 1/4" = 1'-0" II 41> JOHNSON BRAUNDINc. 15200 52nd Ave. South Suite 300 Seattle, WA 98188 Phone 206.766.8300 www.johnsonbraund.com ARCHITECTURE INTERIOR DESIGN Greg L. Allwine, AIA Jeffrey A. Williams, AIA 3380 REGISTERED ARCHITECT .REG L. ALLWINC ATE OF WASHINGTON SET ISSUANCE DESCRIPTION BID SET PERMIT SUBMITTAL DATE n 0. o N N. N 1"-- 0 N -- 0 0 ci z ,- N Decsription PLAN CHANGES Date r- 0 N d a) TUKWILA VILLAGE - SHAG CORPORATE HEADQUARTERS SITE ADDRESS : 14400 TUKWILA INTERNATIONAL BOULEVARD, TUKWILA , WA 98188 OWNER/APPLICANT: 0 0 W 0 O 0 CCa w W x F- O >z Q z 0 w 0 0 w 0 z w oz 0 F- Uz J 0 Z mQ Cl) (9_ <0 g~ M -' U 5z O I- — ,2c, I- Q CO W O x0 • Z Et 0- p Ox O J o° W 5 w@ m Q W �h a ci co ti LU CO fx 00 O n 0)w gZQ Qd ZD IJ O F w0 I—N 0- tx-a RECEIVED CITY OF TUKWILA OCT 202017 PERMIT CENTER PROJECT #: 1026.04 DRAWN BY: JL CHECKED BY: DWK ENLARGED RESTROOM PLANS & ELEVATIONS 1D400 PERMIT SUBMITTAL o_ 66 co r- (13 (0 0 2017.1_dianak@johnsonbraund.com.rvt 0 I m a) Q) asco CO a) 0 ca a) w 2 z w J LINE OF HEADER ABOVE L \ MEZZANINE - ENLARGED DIMENSION PLAN 3/16" = 1'-0" II H rfl - Lf LT( -J l Ij U, LINE OF HEADER ABOVE r ` LEVEL 1- ENLARGED DIMENSION RAUL 3/16" = l'-0" REVIEWED FOR CODE COMPLIANCE APPROVED JAN 0 4 2010 City of Tukwila BUILDING DIVISION JOHNSON BRAUNDINc. 15200 52nd Ave. South Suite 300 Seattle, WA 98188 Phone 206.766.8300 www.johnsonbraund.com ARCHITECTURE INTERIOR DESIGN Greg L. Allwine, AIA Jeffrey A. Williams, AIA 3380 REGISTERED ARCHITECT > .dftt*"------- ,IZO L. :1LLWINE ATE OF WASHINGTON SET ISSUANCE z 0 I- 0 0 U w 0 BID SET PERMIT SUBMITTAL DATE r 0 N r - (NI 6 0 10.11.2017 O z .- N Decsription Date d Ce C:1 SHAG CORPORATE HE v J _J —J SITE ADDRESS : 14400 TUKWILA INTERNATIONAL BOULEVARD, TUKWILA , WA 98188 OWNER/APPLICANT: U -J J < m III O zQ • z O � w > LuCa- 0 w • w Z J_ w Q — CV N 0 w O cc a w w F O Z z O w O a 0 w 0 Z w z Oz 0 F. Z0 0z w 0ce < Q Qw J 0 wz 0 ~z 0 _ 00 X • o w U a 'U O (0 ZF 0U CO n _X r -a RECEIVED CITY OF TUKWILA OCT 2 0 Ng PERMIT CENTER PROJECT #: DRAWN BY: CHECKED BY: 1026.04 JL MAX ENLARGED DIMENSION PLANS 1D410 PERMIT SUBMITTAL 10/16/2017 8:18:50 PM C:\Users\dianak\Documents\1026-Tukwila Village Bldg_D_2017.1_dianak@johnsonbraund.com.M FILE NAME: WOOD HANDRAIL TO MATCH TIMBER COLOR e. ROUND STEEL TUBE 1-3/4" OD x .095 WALL x 1.560 ID, PAINTED BLACK * MATERIAL PROFILES IN 1 1/2" SECTION DO NOT REPRESENT ACTUAL SHAPE DUE TO CUT ( \ HANDRAIL - EL VATION & SECTION 1 1/2" = 1'-0" 3/8" DIA. STEEL ROUND ROD; WELDED TO ROUND STEEL TUBE; PAINTED BLACK STEEL ANGLE W/ SUPPORT PLATE, BOLTED TO EXISTING CONC. SLAB KLUS 14.4W LED FLEXIBLE STRIP LIGHTING IN STOS B4369 ALUM. HOUSING, PLACE EVERY TREAD WITH GUARD POST CURVED 8" x 4" HSS, PAINTED BLACK MEZZ. LEVEL 312.50 STEEL ANGLE WELDED TO HSS & TREAD PLATE, PAINTED BLACK y EQ 1I CURVED "C"CHANNEL IN WALL BEYOND BOLT TREAD TO SIDEWALL CHANNEL 2'-0" (L) x 0'-7" (W) STEEL PLATE WELDED TO ANGLE & BOLTED TO TREAD (TYP.) GYPSUM WALL BOARD 8\ T.O. STAIR - DETAIL 1 1/2" = 1'-0" 2'-0" (L) x 0'-7" (W) STEEL PLATE WELDED TO ANGLE & BOLTED TO TREAD (TYP.) 3x BIRCH TREAD; STAIN TO MATCH PERFORATED STEEL SHEET METAL W/ HEMMED EDGES BY GRATING PACIFIC - 5/32" DIA. 3/16" CTR.'S & 63% OPEN AREA, PAINTED BLACK — ANTI -SLIP SAFETY STAIR NOSING BY AMSTEP - MODEL 110A IN BLACK, 1-3/8" WIDE & INSTALLED WITH 1/4" x 1-1/4" WOOD SCREWS /r 7 \ DETAIL 0 STAIR TO BENCH S TING / / 1 1/2" = 1'-0" STEEL GUARD POST; CENTERED ON TREAD BOTTOM GUARD RAIL; ABOVE PL 100 STEEL POST 1/4" THICK TEMPERED GLASS, MIN. HSS 2-1/2" x 1-1/2" x 3/16" TOP RAIL WELDED TO GUARD POST, POWDERCOAT BLACK STEEL TABS WELDED TO TOP & BOTTOM RAILS, POWDERCOAT BLACK. PROVIDE GASKET BETWEEN GLASS. 2 1/2" HANDRAIL; BEYOND HSS 2-1/2" x 1" x 3/16" GUARD POST BOLTED TO FLAT BAR, PAINTED BLACK STEEL FLAT BAR 0'-3" (W) x 1'-0" (L) x 1/2" (T) WELDED TO ANGLE AND BOLT TO GUARD POST, PAINTED BLACK EXTEND ANGLE FULL LENGTH OF TREAD AT GUARD POSTS STEEL PLATE WELDED TO HSS AND MOUNTED TO EXISTING FLOOR SLAB W/ (4) THRU-BOLTS LEVEL 1 302.00 CURVED HSS SPINE; BELOW STEEL ANGLE W/O GUARD POST; BELOW STAIR NOSING STEEL FLAT BAR EXTENDED STEEL ANGLE AT GUARD POST; BELOW / LED STRIP AT GUARD POST STAIR - PLAN DETAIL (4� STAIR GUARD - ELEVATION z 2 STEEL ANGLE AT LOCATIONS WITHOUT GUARD POST TO EXTEND PER 5/A450 ONLY HSS 2-1/2" x 1" x 3/16" BOTTOM RAIL WELDED TO GUARD POST, PAINTED BLACK 1 1/2" =11-0" 1 1/2" = 1'-0" I HANDRAIL; 1-1/2" DIA. \ LEVEL 2 323.00 <0 O (18) TREADS @ 7 \ STAIR - SECTION 1/4" = 1'-0" CURVED 4" DIA. SPHERE SHALL NOT / PASS PER IBC 1013.3 6" DIA SPHERE SHALL NOT PASS PER IBC 1013.3 NI L ` STAIR - ELEVATION 1/4" = 1'-0" U 7' - 3"; VERIFY 6' - 8" MIN. CLR. I vv II JOHNSON BRAUNDINc. 15200 52nd Ave. South Suite 300 Seattle, WA 98188 Phone 206.766.8300 www.johnsonbraund.com ARCHITECTURE INTERIOR DESIGN Greg L. Allwine, AIA Jeffrey A. Williams, AIA LEVEL 1 00, 302.00 MEZZANINE F.F. 312.50 35' - 10 1/2" REF. —LINE EDGE OF LAB 3380 REGISTERED ARCHITECT .REG L. ALLWINE ATE OF WASHINGTON SET ISSUANCE DESCRIPTION BID SET PERMIT SUBMITTAL DATE El 01 N r- 0- N (OO O v - O z .- N Decsription Date CD IX UARTERS SHAG CORPORATE HEAD SITE ADDRESS : 14400 TUKWILA INTERNATIONAL BOULEVARD, TUKWILA , WA 98188 OWNER/APPLICANT: U -J -J W < Uw O ►-- < zQ WU O_i -1 �m oW W L1J CD gZ J w >Q — ti co 0) 5 J } 0 0 a. a W 0 0 r a z 0 w 0 U- 0 0 z W 0Z U',-. z0 aZ W 5 d' mQ w0 U F, J j 0 =0 F- X_ �O a. n. O Z'- U _O a N LINE OF MEZZ. ABOVE GUARD RAIL 6 REVIEWED FOR RECEIVED CODE COMPLIANCE ITY OF TUKWILA APPROVED JAN 0 4 20 is C a 7 HERMIT CEN201TER Cit of Tukwila cu- vgur DIVISION INSIDE.. HANDRAILS LEVEL ONE *? F.F. 302.00 INT LV i 1/4" = 1'-0" GUARD RAIL illtoso CURVED SP - STAIR PROJECT #: DRAWN BY: CHECKED BY: 1026.04 CMR/JL DWK STAIRCASE - PLAN, SECTIONS, & DETAILS 1D450 PERMIT SUBMITTAL tl to to co N- N (0 E 0 V -a C Co O O C O CD Cu r 0 NI C3) .a E8 a) t3) CO C:\Users\dianak\Documents\1026-Tuk w 2 z w - J U - Co N = 2" 2 1/2" 3/8" N 4 1/2" HSS 3" x 1-1/2" x 3/16" TOP RAIL WELDED TO GUARD POST; POWDERCOAT BLACK FACE PLATE CLAMP; MFR: C.R. LAURENCE MODEL: EH12 FINISH: CHROME HSS 2-1/2" x 1" x 3/16" TOP RAIL WELDED TO GUARD POST; POWDERCOAT BLACK 1/4" TEMPERED GLASS, MIN. 2-1/2" x1" x 3/16" HSS; POWDERCOAT BLACK FACE PLATE CLAMP; MFR: C.R. LAURENCE MODEL: EH12 FINISH: CHROME HSS 2"x1"x3/16'; POWDERCOAT BLACK PER PLAN 6" x 4" x 3/8" STEEL PLATE; I' POWDERCOAT BLACK i 1" STEEL FLAT BAR 3" x 4-1/2" x 1/2" WELDED TO STEEL PLATE AND BOLTED TO GUARD POST; POWDERCOAT BLACK 13 TYP. DETAIL ani RAILING TO EDGE OF SLAB 0'0 0 0 2" L 12 LEVATION 0 RAILING CORNER 1 1/2" =11-0" 1 1/2" = 1'-0" 31/ 0'0 0 3/8" /y 3/8" L 6 0'0 0 0 11 ELEVATION (c RAfI EQ EQ EQ EQ EQ EQ u o u 0 • n u o u 0 • o n 0 u n n n 0 n n u u o 0 n n n 0 0 c c. RAILING - OPEN OFFICE - S18 - SOUTH 1 1/2" = 1'-0" 1/4" =11-0" L SEE 1/ID451 FOR DIMENSIONS RAILING CORRIDOR TO STAIRS 1/4" =11-0" SEE 1/ID451 FOR DIMENSIONS RAILING 0 CORRIDOR - S36 1/4" =1'-0" 4. 4. b to to tct t4 EQ EQ EQ EQ EQ EQ EQ EQ EQ3 1 U n U n I II ii I 1 II I N 0 l' II I ' u u u 0 0 0 n u u u 0 0 n n n u u u 0 0 n n n u u u J 0 0 n n n u u u 00 0 n n n u u u l 0 n n u u u • u u u ••• u u u I] u u u n n n u U o-' n n " �]. •] u u u I, n -0 n n 0 n n n 0 n n 7 7 L] [] ] ]n ]. I] 17• I I I I L SEE 1/ID451 FOR DIMENSIONS RAILING CORRIDOR TO STAIRS 1/4" =11-0" SEE 1/ID451 FOR DIMENSIONS RAILING 0 CORRIDOR - S36 1/4" =1'-0" 4. 4. b u u u u u u` u u t u U n u Y L' U n U n 0 U n 0 U 9 n 0 .- N 0 Decsription 0 Date 0 5. ✓0 IY 0 0 n -0 n n 0 n n n 0 n n °.... 7 7 [ ] V SEE 1/ID451 FOR DIMENSIONS RAILING 0 COFFEE STATION 1/4" =11-0" 3 RAILING 0 TRAINING ROOM CORRIDOR % 10� RAILING na OPEN OFF1C - S18 - EAST TYP. 1/4" = 1'-0" SEE 1/ID451 FOR DIMENSIONS 5� RAILING 0 RECEPTION - S20 21 1/211, EQ 1/4" = 1'-0" EQ TYP. EQ TYP. EQ EQ /4" n: u: LL¢ z i W w z \\ xN \ \ \ N 1/4" =11-0" LINE OF TOP RAIL EQ 2 1/2" U n Lu I n 0 n u n U 0 n u n u 0 n u n u 0 n U n U n U n U n U n U i n U n U n U 9 n SEE 1/ID451 FOR DIMENSIONS 5� RAILING 0 RECEPTION - S20 21 1/211, EQ 1/4" = 1'-0" EQ TYP. EQ TYP. EQ EQ /4" n: u: LL¢ z i W w z \\ xN \ \ \ N 1/4" =11-0" LINE OF TOP RAIL EQ 2 1/2" U n u n U 0I n u n U u i,i U r I u n i SLI n U n U n U n U n U n U i n U n U n U 9 n 0 z .- N Decsription Date 5. 6f c_ RAILING Caa OPEN OFFICE - 824 c. 1/4" =11-0" 1/4" = 1'-0" 4 / / / / / / / / / / / / / / / / / / // / i / / / REVIEWED FOR CODE COMPLIANCE APPROVED JAN 0 4 201B City O& Tukwila BUILDING DIVISION 1I' 3/8" = 1'-0" r/ 11> f JOHNSON BRAUNDINc. 15200 52nd Ave. South Suite 300 Seattle, WA 98188 Phone 206.766.8300 www.johnsonbraund.com ARCHITECTURE INTERIOR DESIGN Greg L. Allwine, AIA Jeffrey A. Williams, AIA 3380 REGISTERED ARCHITECT .REG L. ALLIPINE ATE OF WASHINGTON SET ISSUANCE DESCRIPTION BID SET PERMIT SUBMITTAL w Q p r N N CO o r- N .- N.0 0 z .- N Decsription Date 5. 6f IY TUKWILA VILLAGE - SHAG CORPORATE HEADQUARTERS SITE ADDRESS : 14400 TUKWILA INTERNATIONAL BOULEVARD, TUKWILA , WA 98188 OWNER/APPLICANT: RECEIVED CITY OF TUKWILA OCT 2020117 PERMIT CENTER PROJECT #: 1026.04 DRAWN BY: JL CHECKED BY: DWK RAILING PLAN, ELEVATIONS & DETAILS 1D451 PERMIT SUBMITTAL 8/ I 8/ U 2 0 co 1.0 ori co N- 0 F 100 LINE OF PLATFORM BEYOND BIRCH TREAD PAINT GRADE MAPLE APPLE PLYWOOD UPHOLSTERED HIGH DENSITY FOAM CUSHION; SECURE TO PLATFORM WITH VELCRO PAINT GRADE MAPLE APPLE PLYWOOD FIRE RETARDANT FRAMING PER IBC 410.4 DUPLEX USB RECEPTACLE; PAINT BLACK 6'-91/2" / 1'-6" U) M X>.G / 6" 4'-91/2" \ i i �. i \ \\ i '\ \\\ t \ \,1\1\\ \ i '',1\'„\\':\1\\''''‘k\\\\\)\\1\1\\:\\)\\ \ t \ \\\t•,\ \ '‘ \ t•, \ l `` / // / A >-‹ PROVIDE BLOCKING AS REQUIRED FIRE RETARDANT FRAMING PER IBC 410.4 F 100 PAINT GRADE MAPLE APPLE PLYWOOD UPHOLSTERED HIGH DENSITY FOAM CUSHION; SECURE TO PLATFORM WITH VELCRO FIRE -RETARDANT FRAMING PER IBC 410.4 PAINT GRADE MAPLE APPLE PLYWOOD DUPLEX USB RECEPTACLE; PAINT BLACK / ,Jr \1 1/2" 5\ SECTION lad SEATING AND 1 1/2" =11-0" m \ / 1'-6" 1" N col PROVIDE BLOCKING AS REQUIRED PAINT GRADE MAPLE APPLE PLYWOOD FIRE -RETARDANT FRAMING PER IBC 410.4 DUPLEX USB RECEPTACLE; PAINT BLACK z 6'-91/2" X 5'-31/2" >< ,111 `1 1/2" \ SECTION (c) PLATFORMSEATING 1 1/2" = l'-0" 6' - 81/2" i / U, N XSG w 2 z w • N M • \< \\ >< \ 3\ S. CTION 0 PLATFORM 1 1/2" =11-0" F 100 UPHOLSTERED HIGH DENSITY FOAM CUSHION; SECURED TO PLATFORM WITH VELCRO PAINT GRADE MAPLE APPLE PLYWOOD FIRE -RETARDANT FRAMING PER IBC 410.4 REFER TO PLAN M (0 N M 1 1/2" \ 6 SECTION Ca PLATFORM EDGE 1 1/2" =11-0" REF. NODE 3X BIRCH TREAD; STAIN TO MATCH PL 100 111/2" 11 3/8" 1/4" / 3/8" THICK HR PLATE BENT FORM TREAD SUPPORT FIRE -RETARDANT WOOD FRAMING PER IBC 401.4 ANTI -SLIP SAFETY STAIR NOSING MFR: AMSTEP MODEL: 110A FINISH: BLACK I` PAINT GRADE MAPLE APPLE PLY C" N M M l \ t 1" / A 9" 4 1/2" l L \ SECTION i) PLATFOR RISERS 1 1/2" =11-0" W w z J REVIEWED FOR CODE COMPLIANCE APPROVED JAN 0 4 2018 of Tukwila BUILDING DIVISION r7119 otior \\ ENLARGED PLAN - EN RY SEATING 1/4" =11-0" 41> JOHNSON BRAUNDINc.. 15200 52nd Ave. South Suite 300 Seattle, WA 98188 Phone 206.766.8300 www.johnsonbraund.com ARCHITECTURE INTERIOR DESIGN Greg L. Allwine, AIA Jeffrey A. Williams, AIA 3380 REGISTERED ARCHITECT .PEG L. :1LLIVINE ATE OF WASHINGTON SET ISSUANCE DESCRIPTION I— al 1n 0 0 PERMIT SUBMITTAL DATE r 10.11.2017 0 N n. N 0 O z _ N Decsription PLAN CHANGES Date E, Cl CT, IX ,-- LU I— itt CI LULLI I— a 0 C) V) J J —J I— SITE ADDRESS : 14400 TUKWILA INTERNATIONAL BOULEVARD, TUKWILA , WA 98188 OWNER/APPLICANT: J J C,) Q M UW O � < C/) z 2z 0_ O J w� �m ww W w Z J_ W >Q -- Y ti N N 0 0 W O a. a. CC w 0 z Z Q z 0 w 7 0 0 W 0 z w 0 z Z Ez 0< Q wW -J J_ 5 0 g0 E ▪ ctm ~Z o0 LLIo a w n. �g Zzz qzF SEt ra RECEIVED CITY OF TUKWILA OCT 2 0 .617 PERMIT CENTER PROJECT #: DRAWN BY: CHECKED BY: 1026.04 JL DWK ENTRY SEATING DETAILS 1D452 PERMIT SUBMITTAL C:\Users\dianak\Documents11026-Tukw Z 2 N 1" 3/4" 13 DETAIL 0 WATERFALL EDGE ST 100 MITERED EDGE 1 1/2" PREMIUM GRADE BIRCH APPLEPLY; STAINED TO MATCH LINE OF DESK BEYOND ST 100 3" =11-0" 3" / 4 4 / 4.. ///,--3/4", /3/4" 4" METAL STUD B101 2'-0" PL 100 1 1/2" PREMIUM GRADE BIRCH APPLEPLY; STAIN TO MATCH PL 100 CONCEALED STEEL BRACKET PROVIDE BLOCKING IN WALL AS REQUIRED 3/4" PREMIUM GRADE BIRCH APPLEPLY; STAIN TO MATCH SECTION 0 ADA HEIGHT PL 100 1" = 1'-0" 12 DETAIL Cal DESK EDGE 1 1/2" PREMIUM GRADE BIRCH APPLEPLY; STAINED TO MATCH PL 100 3" =11-0" 3/4" 5 1/2" 3/4" 4"3" // / / 2'-0" 100 M 1-1/2" BIRCH APPLEPLY; STAIN TO MATCH PL 100 CONCEALED STEEL BRACKET SECTION 0 HIGI-TOP PROVIDE BLOCKING IN WALL AS REQUIRED 1" = 1'-0" / OPETI,'TO BEYOND / / S TYP. m cO M RECEPTION DESK 1/2" = 1'-0" SIGNAGE PROVIDED BY GC; MATERIAL: 1" MDF LASER CUT FINISH: PT -100 1"L X 1/2" DIA. THREADED ROD; TYP. w a w EQ EQ 11 INDEPENDENT LIVING SIGN 1 1/2" = 1'-0" 2'-0" 1 1/2" BIRCH APPLEPLY; STAIN TO MATCH PL 100 CONCEALED STEEL BRACKET CD l o , SECTION Pa WALL 1" =11-0" "i\ PROVIDE BLOCKING IN WALL AS REQUIRED \ / (SPE TO BQND / / zzz 3\ RECEPTION DESK 1/2" =11-0" / / / / TYP. OID453 TYP. LJ TYP. 0 (V RECEPTION DESK 1/2" =1-0" w a w a w O w 1 1/2" 1/2'; TYP. 10� PNCC SIGN 1 1/2" = 1'-0" 1"L X 1/2" DIA. THREADED ROD; TYP. JOHNSON BRAUNDINC. 15200 52nd Ave. South Suite 300 Seattle, WA 98188 Phone 206.766.8300 www.johnsonbraund.com ARCHITECTURE INTERIOR DESIGN Greg L. AIIWine, AIA Jeffrey A. Williams, AIA / EQ R 1"L X 1/2" DIA. THREADED ROD; TYP. —\ 1 1/2" =11-0" 1„ /3/4> PETAL.( SIGNAGE STANDOFF PROVIDE BLOCKING AS REQUIRED 3/4" PREMIUM GRADE MAPLE AP LE PLY; PAINT COUNTERSINK SCREW; SEAL AND PAINT TO MATCH PLYWOOD SUBSTRATE 1"L X 1/2" DIA. THREADED ROD; FINISH: CLEAR ALUMINUM OR EQUIVALENT 24° 3" = 1'-0" PROVIDE GROMMET THROUGH COUNTER TO WIRE TRAY BELOW 95) EQIALLY SPACED / / IEVVED FOR ODE COMPLIANCE APPROVER) JAN 0 4 2018 City of Tukwila BUILDING DIVISION 10° w z J WI b Dot.. oer 1 _RECEPTION DESK PLAN 1/2" = 3380 REGISTERED ARCHITECT .RRC L. ALLIVINR ATE OF WASHINGTON SET ISSUANCE DESCRIPTION BID SET PERMIT SUBMITTAL DATE 0 N N `oo 0 N .'- c O z _ N Decsription PLAN CHANGES Date N. 0 (".1 41 TUKWILA VILLAGE - SHAG CORPORATE HEADQUARTERS SITE ADDRESS : 14400 TUKWILA INTERNATIONAL BOULEVARD, TUKWILA , WA 98188 OWNER/APPLICANT: U J J C W < M UW O co I— ¢ cr) zQ 2z 0 uJ �m D W W • L V Z J_ 1-1-1 Q — H— I` (NI O N RECEIVED CITY OF TUKWILA OCT 2 n 2317 PERMIT CENTER PROJECT #: DRAWN BY: CHECKED BY: w O 0 a w w 0 O >z z 0 w U) ce 0 0 w 0 z w 0 z a F_ Z DZ J ce W I- 5 J_ 50 -o ct I -CO Z 0O w0 a_ w a. n. w U) z '- 015 wO � n. 1026.04 JL DWK FRONT DESK - PLAN, SECTIONS & DETAILS 1D453 PERMIT SUBMITTAL 2 0_ 0 a; co N- 0 -N (0 S0 O U C Co C 0 Cl) C 0 ( t:/ - C CO :al O CNII aI m a) a) Co CO CV a) ca L a) w z w N i V V V V V V I { { 1/2" REVEAL; PAINT TYP. 2X6 BIRCH PLANKS OVER 1/2" GYP; STAINED TO MATCH PL 100 WT SECTION (W FIREPLACE END 103 TYP. 1/2" CEMENT BOARD 1/2" = 1'-0" � 11 FIREPLACE VENT 1/2" REVEAL; PAINT TYP. 2X6 BIRCH PLANKS OVER 1/2" GYP; STAINED TO MATCH PL 100 TYP. 1/2" CEMENT BOARD GAS FIREPLACE MFR: ASTRIA MODEL: VENICE LIGHTS I ONE SIDED I #F1497 ACCESSORIES: CLEAR GLASS MEDIA 1'-51/2" k 4 SECTIONla FIREPLACE 1/2" CEMENT BOARD 1/2" = 1'-0" MITERED CORNER @ ALL EXPOSED EDGES; TYP. MITERED CORNER @ ALL EXPOSED EDGES; TYP. II 4 rC Ir L C I 3 FIREPLACE ELEVATION 1/2" = 1'-0" N i0 (0 (0 (0 3'-11/2" 1'-11 1/2" 1'-111/2" 2'-0" 1'-91/4" 3'-11" 8'-21/8 11'-35/8" FIREPLACEELEVATILO1LA 1/2" =11-0" WZ VENT TO EXTERIOR GAS FIREPLACE MFR: ASTRIA MODEL: VENICE LIGHTS I ONE SIDED I #F1497 ACCESSORIES: CLEAR GLASS MEDIA r EVIEVVED FOR ...ODE COM ,CE APPROVED D JAN 0 4 2018 City of Tukwila BUILDING DIVISION ENLARGED PLAN - FIREPLACE 1/2" = 1'-0" 41> JOHNSON BRAUNDINc. 15200 52nd Ave. South Suite 300 Seattle, WA 98188 Phone 206.766.8300 www.johnsonbraund.com ARCHITECTURE INTERIOR DESIGN Greg L. Allwine, AIA Jeffrey A. Williams, AIA 3380 REGISTERED ARCHITECT PEG L. ALLIVINE ATE OF WASHINGTON ISET ISSUANCE DESCRIPTION BID SET PERMIT SUBMITTAL \ Co F.::, - a) rn in DATE N. N N 01 c0 0 N. N ,- <- C •- z .- N I ♦ N Decsription PLAN CHANGES Date . .4.- :C-.5- 43,1 IX N I ,- N I N I 1 1 1 1 4'- 4 3/8° e w fb 111 ' \N V WN \� I : o N�T-I 1 o 1 c (0 3'-11/2" 1'-11 1/2" 1'-111/2" 2'-0" 1'-91/4" 3'-11" 8'-21/8 11'-35/8" FIREPLACEELEVATILO1LA 1/2" =11-0" WZ VENT TO EXTERIOR GAS FIREPLACE MFR: ASTRIA MODEL: VENICE LIGHTS I ONE SIDED I #F1497 ACCESSORIES: CLEAR GLASS MEDIA r EVIEVVED FOR ...ODE COM ,CE APPROVED D JAN 0 4 2018 City of Tukwila BUILDING DIVISION ENLARGED PLAN - FIREPLACE 1/2" = 1'-0" 41> JOHNSON BRAUNDINc. 15200 52nd Ave. South Suite 300 Seattle, WA 98188 Phone 206.766.8300 www.johnsonbraund.com ARCHITECTURE INTERIOR DESIGN Greg L. Allwine, AIA Jeffrey A. Williams, AIA 3380 REGISTERED ARCHITECT PEG L. ALLIVINE ATE OF WASHINGTON ISET ISSUANCE DESCRIPTION BID SET PERMIT SUBMITTAL DATE N. N N 01 c0 0 N. N ,- <- C •- z .- N Decsription PLAN CHANGES Date 0 .4.- :C-.5- 43,1 IX TUKWILA VILLAGE - SHAG CORPORATE HEADQUARTERS SITE ADDRESS : 14400 TUKWILA INTERNATIONAL BOULEVARD, TUKWILA , WA 98188 OWNER/APPLICANT: U J J LU Q 0 Uw O IS < 0) zQ wO a. O � W O w ww gzz J_ w >Q N N 0 W 0 0 n. w 0 O >- z z O w CO lx 0 U- w 0 z W Z 0 F- ZO 0z mfy Q LO. W _ > Z go gZ CO 20 I- CO Z 00 w© a. w a. a W y zz U W w0 Faa RECEIVED CITY OF TUKWILA OCT 202017 PERMIT CENTER PROJECT #: DRAWN BY: CHECKED BY: 1026.04 JL DWK FIREPLACE DETAILS 1D454 PERMIT SUBMITTAL NOTE: NO FRAMING OR HANGERS TO BE IN CONTACT WITH MECHANICAL OR ELECTRICAL EQUIPMENT 16 DROPPED GYPSUM BOARD CEILING 3 5/8"x20 GA. COMPRESSION STRUTS TO CEILING ABOVE @ 12'-0" O.C. EACH WAY TRACK SCREWED TO CARRYING CHANNELS 8 GA. HANGER WIRE @ 4'-0" EACH WAY 10 GA. 4 -WAY DIAGONAL BRACE WIRES @ 45° TO STRUCTURE ABOVE @ 12'-0" O.C. EACH WAY 1 1/2" CARRYING CHANNELS @ 4'-0" O.C. 7/8" FURRING CHANNELS @ 2'-0" O.C. 5/8" GWB 3/4" 1 1/2" = 1'-0" 2" MOULDING ANGLE TO WALL STUDS POP RIVET ALLOWED FOR ALIGNMENT ONLY 8" MAX. ENDS OF MAIN BEAMS AND CROSS' TEES' MUST BE TIED TOGETHER TO PREVENT SPREADING 15 ACT GRID UNATTACHED EDGE 1 1/2" = 1'-0" V VERTICAL STRUT: 1 5/8" METAL STUD OR TUBE STRUT PER DETAIL 14 BID SET a GA � 12 VERTICAL WIRES AT 4'-0" O.C. SEISMIC BRACING WIRES NOT MORE THAN 45 DEGREE ANGLE FROM ALL GEOGRAPHIC DIRECTIONS 14 ACT GRID BRACING - Elevation JOISTS MAIN -RUNNER INTERSECTION OF MAIN RUNNER AND CROSS -TEE 1 1/2" = 1'-0" BULKHEAD + + + + + + + + + + + + 6" ALIGN DIAGONAL BRACING AS REQUIRED PER RCP 13 \ DETAIL 0 NEST CEILING AND HEADER 1 1/2" = 1'-0" GLASS WALL SYSTEM PROVIDED BY OPENSQUARE REVEAL; PAINT 2" MOULDING ANGLE TO WALL STUDS Screw w/ 300# capacity 8" MAX. Screw for 300# capacity SUSPENDED CEILING SYSTEM NOTES: SEISMIC ZONE D PARTITIONS THAT ARE TIED TO THE CEILING AND ALL PARTITIONS GREATER THAN 6'-0" IN HEIGHT SHALL BE LATERALLY BRACED TO THE STRUCTURE. BRACING SHALL BE INDEPENDENT OF THE CEILING SPLAY BRACING SYSTEM. ALL MAIN BEAMS ARE TO BE HEAVY DUTY (HD) ALL CROSS TEES SHALL BE CAPABLE OF CARRYING THE DESIGN LOAD WITHOUT EXCEEDING DEFLECTION EQUAL TO 1 OF ITS SPAN. 360 THESE RECOMMENDATIONS ARE INTEDED FOR SUSPENDED CEILINGS INCLUDING GRID, PANEL OR TILE, LIGHT FIXTURES AND AIR TERMINALS WEIGHING NO MORE THAN 4 POUNDS PER SQUARE FOOT. ALL WIRE TIES ARE TO BE THREE TIGHT TURNS AROUND ITSELF WITHIN 3". 12 GA. HANGER WIRE SPACED 4'-0" O.C. CHANGES IN CEILING PLANES WILL REQUIRE POSITIVE BRACING. CEILING CONSTRUCTED OF LATHE AND PLASTER OR GWB, SCREW OR NAIL ATTACHED TO SUSPENDED MEMBERS THAT SUPPORT A CEILING ON ONE LEVEL EXTENDING FROM WALL TO WALL SHALL BE EXEMPT FROM THE LATERAL FORCE BRACING REQUIREMENTS. LATERAL FORCE BRACING IS THE USE OF VERTICAL STRUTS (COMPRESSION POSTS) AND SPLAY WIRES. LATERAL FORCE BRACING IS REQUIRED FOR CEILINGS OVER 1,000 S.F. AND NOT REQUIRED FOR CEILINGS LESS THAN 1,000 S.F. PROVIDED THEY ARE SURROUNDED BY FOUR WALLS AND BRACED TO STRUCTURE. LATERAL FORCE BRACING SHALL BE 12'-0" O.C. MAX AND BEGIN NO FARTHER THAN 6'-0" FROM WALLS. SPLAY WIRES ARE TO BE (4) 12 GA. WIRES ATTACHED TO THE MAIN BEAM. WIRES ARE ARRAYED 90° FROM EACH OTHER AND AT AN ANGLE NOT EXCEEDING 45° FROM THE PLANE OF THE CEILING. SPLAY WIRES ARE TO BE WITHIN 2" OF THE CONNECTION OF THE VERTICAL STRUT TO SUSPENDED CEILING. RIGID BRACING MAY BE USED IN LIEU OF SPLAY WIRES. CEILINGS WITH PLENUMS LESS THAN 12" TO STRUCTURE ARE NOT REQUIRED TO HAVE LATERAL FORCE BRACING. VERTICAL STRUTS MUST BE POSITIVELY ATTACHED TO THE SUSPENSION SYSTEMS AND THE STRUCTURE ABOVE. THE VERTICAL STRUT MAY BE EMT CONDUIT, METAL STUDS OR A PROPRIETARY COMPRESSION POST. WALL MOLDINGS (PERIMETER CLOSURE ANGLES) ARE REQUIRED TO HAVE A HORIZONTAL FLANGE 2" WIDE, UNLESS ALTERNATE METHODS ARE APPROVED PRIOR TO INSTALLATION BY THE LOCAL BUILDING DEPARTMENT AND THE DESIGNER OF RECORD. ONE END OF THE CEILING GRID SHALL BE ATTACHED THE WALL MOLDING. THE OTHER END SHALL HAVE A 4.. CLEARANCE FROM THE WALL AND FREE TO SLIDE. THE GRID SHALL BE ATTACHED AT TWO ADJACENT WALLS (POP RIVETS OR APPROVED METHOD). THERE SHAL BE A MINIMUM 3/4" CLEARANCE FROM THE END OF THE GRID SYSTEM AT UNATTACHED WALLS. SPREADER (SPACER) BARS OR OTHER MEANS APPROVED BY LOCAL BUILDING DEPARTMENT SHALL BE USED TO PREVENT THE ENDS OF THE MAIN BEAMS AT PERIMETER WALLS FROM SPREADING OPEN DURING A SEISMIC EVENT. PERIMETER WIRES SHALL NOT BE IN LIEU OF SPREADER BARS. WIRE TYING IS AN ACCEPTABLE ALTERNATIVE TO SPREADER BARS. SPREADER BARS ARE NOT REQUIRED IF A 90° INTERSECTING CROSS OR MAIN IS WITHIN 8" OF THE PERIMETER WALL. HANGER AND PERIMETER WIRES MUST BE PLUMB WITHIN 1 IN 6 UNLESS COUNTER SLOPING WIRES ARE PROVIDED. HANGER WIRES SHALL BE 12 GA. AND SPACED 4'-0" O.C. OR 10 GA. SPACED 5'-0" O.C. ANY CONNECTION DEVICE AT THE SUPPORTING CONSTRUCTION SHALL BE CAPABLE OF CARRYING NOT LESS THAN 100 POUNDS. FOR ESSENTIAL FACILITIES, HANGER WIRE CONNECTIONS MUST BE CAPABLE OF CARRYING 200 POUNDS AND BRACING (SPLAY) WIRES SHALL BE CAPABLE OF CARRYING 440 POUNDS. SHOT -IN ANCHORS IN CONCRETE ARE NOT PERMITTED FOR BRACING WIRES. BRACING WIRES SHALL BE ATTACHED TO THE GRID AND TO THE STRUCTURE IN SUCH A MANNER THAT THEY CAN SUPPORT A DESIGN LOAD OF NOT LESS THAN 200 POUNDS OR THE ACTUAL DESIGN LOAD, WITH A SAFETY FACTOR OF 2, WHICHEVER IS GREATER. POWDER DRIVEN FASTENERS MUST BE APPROVED FOR THE APPROPRIATE LOADING. TERMINAL ENDS OF EACH MAIN BEAM AND CROSS TEE MUST BE SUPPORTED WITHIN 8" OF EACH WALL WITH A PERIMETER WIRE. LIGHT FIXTURES WEIGHING LESS THAN 10 POUNDS SHALL HAVE ONE 12 GA. HANGER WIRE CONNECTED FROM THE FIXTURE TO THE STRUCTURE ABOVE. THIS WIRE MAY BE SLACK. LIGHT FIXTURES WEIGHING MORE THAN 10 POUNDS AND LESS THAN 56 POUNDS SHALL HAVE TWO 12. GA. WIRES ATTACHED AT OPPOSING CORNERS OF THE LIGHT FIXTURES TO THE STRUCTURE ABOVE. THESE WIRES MAY BE SLACK. LIGHT FIXTURES WEIGHING MORE THAN 56 POUNDS SHAL BE SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE. THESE WIRES MUST BE TAUT. PENDANT MOUNTED FIXTURES SHALL BE DIRECTLY SUPPORTED FROM THE STRUCTURE ABOVE USING A 9GA. WIRE OR AN APPROVED ALTERNATE SUPPORT WITHOUT USING THE CEILING SUPSENSION SYSTEM FOR DIRECT SUPPORT. TANDEM FIXTURES MAY UTILIZE COMMON WIRES. MECHANICAL TERMINALS OR SERVICES WEIGHING 20 POUNDS BUT NOT MORE THAN 56 POUNDS MUST HAVE TWO 12 GA. WIRES CONNECTING THEM TO THE CEILING SYSTEM HANGERS OR THE STRUCTURE ABOVE. THESE WIRES MAY BE SLACK. MECHANICAL TERMINALS OR SERVICES WEIGHING MORE THAN 56 POUNDS MUST BE INDEPENDENTLY SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE. THESE WIRES MUST BE TAUT. FOR CEILING AREAS EXCEEDING 2,500 S.F., A SEISMIC SEPARATION JOINT OR FULL HEIGHT WALL PARTITION THAT BEAKS THE CEILING SHALL BE PROVIDED UNLESS ANALYSES ARE PERFORMED OF THE CEILING BRACING SYSTEM, CLOSURE ANGLES AND PENETRATIONS TO PROVIDE SUFFICIENT CLEARANCE. SPECIAL INSPECTIONS MAY BE REQUIRED BY THE JURISDICTION OR MUNICIPALITY. CONTACT THE LOCAL BUILDING DEPARTMENT. FOR CEILINGS WITHOUT RIGID BRACING, SPRINKLER HEAD PENETRATIONS SHALL HAVE A 2" OVERSIZE RING, SLEEVE OR ADAPTER THROUGH THE CEILING TILE TO ALLOW FREE MOVEMENT OF AT LEAST 1" IN ALL HORIZONTAL DIRECTIONS. FLEXIBLE HEAD MOVEMENT SHALL BE PERMITTED AS AN ALTERNATE. CEILINGS OVER 1,000 S.F. MUST HAVE HORIZONTAL RESTRAINT WIRES OR RIGID BRACING. CEILING AREAS OVER 2,500 S.F. MUST HAVE SEISMIC SEPARATION JOINTS OR FULL HEIGHT PARTITIONS. UN -BRACED CEILINGS MUST HAVE 2" OVERSIZED TRIM RINGS FOR SPRINKLERS AND OTHER PENETRATIONS. GRID IS SCREWED TO WALL MOULDING ON 2 ADJACENT WALLS ONLY - OPPOSITE WALLS MUST HAVE 3/4" CLEARANCE -SEE "UNATTACHED" DETAIL 11 ACT GRID ATTACHMENT 1 1/2" = 1'-0" ATTACHMENT FOR FIXTURES LESS THAN 56 LBS WITHIN CEILINGS > 144 SF 1 o RECESSED LIGHT B ALL SUSPENDED CEILING LIGHTS ARE REQUIRED TO HAVE SEISMIC BRACING WIRES IN 2 OPPOSITE CORNERS (SEE ISOMETRIC DETAIL AND CEILING NOTES) CE IN SUSP ACT 1/2" = 1'-0" CONCRETE SLAB 3 5/8" (20 GA.) METAL STUD BRACING @ 24" O.C. SECURE TO STRUCTURAL MEMBERS AND BLOCKING ABOVE W 1/4" X 2 3/4" LAG SCREWS @ 16" O.C.(1" PENETRATION INTO JOIST) DIAGONAL BRACING AS REQUIRED SUSPENDED GYP. CEILING SUSPENDED ACT EDGE OF WALL SPREADER BAR WITHIN 8" OF WALL 3/4" MIN. AT UNATTACHED WALLS PLUMB WITHIN 1 IN 6 PERIMETER SUPPORT WIRE 2" WALL MOULDING / MIN. CLOSURE ANGLE 8" MAX. BEAM OR CROSS TEE ACT 7 ACT 0" ANGLE AT ATTACHED EDGE 3" = 1'-0" PERIMETER SUPPORT WIRE PLUMB WITHIN 1 IN 6 SPREADER BAR WITHIN 8" OF WALL MFR: ARMSTRONG PRODUCT: 6" AXIOM CLASSIC STRAIGHT MODEL: AX6STR FINISH: PLATINUM BEAM OR CROSS TEE PER RCP ACT 2 M r 1 DETAIL () ACT WITH AXIOM TRIM CONCRETE SLAB 3 5/8" (20 GA.) METAL STUD BRACING @ 24" O.C. SECURE TO STRUCTURAL MEMBERS AND BLOCKING ABOVE W 1/4" X 2 3/4" LAG SCREWS @ 16" O.C.(1" PENETRATION INTO JOIST) DIAGONAL BRACING AS REQUIRED 3" = 1'-0" 12 GA. SPLAY WIRES (4) IN PLANE OF RUNNERS @ 12'-0" O.C. NO FURTHER THAN 6-0" FROM WALL TO STRUCTURE ABOVE - CONNECT TO MAIN BEAM WITHIN 2" OF INTERSECTION EMT CONDUIT COMPRESSION STRUT 12' O.C. EACH WAY (1/2" DIA. UP TO 6'-0", 3/4" DIA. TO 8'-6", 1" DIA. UP T010'0") SLOT END OF TUBE TO FIT OVER RUNNER NOTE: EXTEND STRUT TO BE TIGHT BETWEEN MAIN RUNNER AND STRUCTURE ABOVE THEN SECURE ONE TUBE TO THE OTHER -4" MIN. OVERLAP OF TUBES 12 GA. VERTICAL WIRE HANGER 4'-0" O.C. MAX. ATTACHED PRIORTO SETTING STRUT SUSPENSION WIRE NOTES: SUPPORT ENDS OF RUNNERS WITHIN 8" OF SURROUNDING PERIMETER WALL OR CEILING DISCONTINUITY. LOOP WIRE AND TWIST 3 TIMES AROUND ITSELF WITHIN 3". WIRES TO BE PLUMB WITHIN 1 IN 6 ACT GRIP ISOMETRIC 1 1/2" = 1'-0" REVEAL; PAINT 3 5/8" (20 GA.) METAL STUD BRACING @ 24" O.C. SECURE TO STRUCTURAL MEMBERS AND BLOCKING ABOVE W 1/4" X 2 3/4" LAG SCREWS @ 16" O.C.(1" PENETRATION INTO JOIST) DIAGONAL BRACING AS REQUIRED DETAIL GWB CEILING TO CONCRETE CONCRETE CEILING CURVED WALL PER PLAN PER RCP CONCRETE SLAB AT MEZZANINE 3" PER RCP J 3 5/8" (20 GA.) METAL STUD BRACING @ 24" O.C. SECURE TO STRUCTURAL MEMBERS AND BLOCKING ABOVE W 1/4" X 2 3/4" LAG SCREWS @ 16" O.C.(1" PENETRATION INTO JOIST) 11+ REVEAL; PAINT E EVI WED FOR CODE COMPLIANCE APPROVED .+ A (p O 4 2013 VD JOHNSON BRAUNDINc. 15200 52nd Ave. South Suite 300 Seattle, WA 98188 Phone 206.766.8300 www.johnsonbraund.com ARCHITECTURE INTERIOR DESIGN Greg L. Allwine, AIA Jeffrey A. Williams, AIA 3380 REGISTERED ARCHITECT .REG L. ALLIVINE ATE OF WASHINGTON SET ISSUANCE DESCRIPTION BID SET PERMIT SUBMITTAL DATE n 75 c N N (0 O 1,-- 0 N C "- 0 z "- N Decsription PLAN CHANGES Date r 0 N d IrI- re W I— SHAG CORPORATE HEAD —J SITE ADDRESS : 14400 TUKWILA INTERNATIONAL BOULEVARD, TUKWILA , WA 98188 OWNER/APPLICANT: U J J Cl) w < Uw O I-- cn < zQ 2z a. O_i L.1 5 caul L11 Lu J z w Q>Q — N N 0 w O a- n. Ix w x r- 0 z z z O w Ui Ix O LL 0 w 0 z w oz F - z0 Dz w n co wW �_ F- J 5 0 "0 z Q 0 ~ Z 00 w0 a•s w a_ LL Z 0U w0 Fn:. RECEIVED CITY OF TUKWILA OCT 2 0 2017 PERMIT CENTER SUSPENDED ACOUSTIC CL'G TILE AND GRID (ACT) DIAGONAL BRACING AS REQUIRED City of Tukwila BUILDING DIVL';IGi'NN DETAIL Cod ACT TO G! 1 1/2" = 1'-0" !B CEILING GLASS WALL SYSTEM -PROVIBCD-E LOPCNCQUARE— DETAIL 0 HEAD OVE GLASS EQ EQ PER RCP 1 1/2" = 1'-0" DETAIL @ GWB CEILING WITH REVEAL 1 1/2" = 1'-0" PROJECT #: DRAWN BY: CHECKED BY: 1026.04 JL DWK INTERIOR DETAILS I D500 PERMIT SUBMITTAL LUNCH ROOM 12 DETAIL t ) SHAG I-tOTE 1 1/2" = 1'-0" C:\Users\dianak\Documents\1026-Tukwila Village Bldg_D_2017.1_dianak@johnsonbraund.com.nit FILE NAME: G CONCRETE FLOOR SLAB @ LEVEL 2 DIAGONAL BRACING AS REQUIRED 6" STUD WALL CONCRETE FLOOR SLAB @ MEZZANINE NINE $LAB EDGE CONCRETE SLAB 3 5/8" (20 GA.) METAL STUD BRACING @ 24" O.C. SECURE TO STRUCTURAL MEMBERS AND BLOCKING ABOVE W 1/4" X 2 3/4" LAG SCREWS @ 16" O.C.(1" PENETRATION INTO JOIST) DIAGONAL BRACING AS REQUIRED SUSPENDED ACOUSTIC CL'G TILE AND GRID (ACT) DETAIL 0 ACT TO .HEADER ALIGN 1 1/2" = 1'-0" PROVIDE FRT BLOCKING AS REQUIRED f PER RCP CONCRETE SLAB AT LEVEL 2 3 5/8" (20 GA.) METAL STUD BRACING @ 24" O.C. SECURE TO STRUCTURAL MEMBERS AND BLOCKING ABOVE W 1/4" X 2 3/4" LAG SCREWS @ 16" O.C.(1" PENETRATION INTO JOIST) 5' - 0" C 5 1/8" t t ++ + + 3" + 1'-51/2" REVEAL; PAINT PER RCP C DETAIL Caa CHARGING STATION DROPPED GWB CEILING 1 1/2" = 1'-0" • ti S V u9 // .u, SECTION Ca) T - EU -IS 3" PIN DRIVE ANCHORS CONCRETE SLAB AT MEZZANINE 3/4" PREMIUM GRADE BIRCH APPLE PLYWOOD; STAIN TO MATCH TYP. PL 100 FROSTED ACRYLIC COVER LED STRIP LIGHT; SEE ID120 FOR SPECIFICATION 3" = 1'-0" 3 1/2" CT, 1/4" z O DETAIL t!7 TRELLIS 3/4" PREMIUM GRADE BIRCH APPLE PLYWOOD; STAIN TO MATCH TYP. PL 100 LED STRIP LIGHT; SEE ID120 FOR SPECIFICATION FROSTED ACRYLIC COVER REMOVEABLE 1/2" x 1/2" ANODIZED ALUMINUM ARCHITECTURAL ANGLE 3" = 1'-0" 5'-0" 1 r="IEVVED FOR CODE COMPLIANCE APPROVED JAN 0 4 2018 2 1/2" 1/2" 4'-6" 1/2" 2 02.05° City of Tukwila UILDINC, 1 1/2" = 1'-0" VD JOHNSON BRAUNDINc. 15200 52nd Ave. South Suite 300 Seattle, WA 98188 Phone 206.766.8300 www.johnsonbraund.com ARCHITECTURE INTERIOR DESIGN Greg L. Allwine, AIA Jeffrey A. Williams, AIA 3380 REGISTERED ARCHITECT .REG L. ALLWINE ATE OF WASHINGTON SET ISSUANCE DESCRIPTION BID SET PERMIT SUBMITTAL DATE 106.27.2017 10.11.2017 0 z ,- N Decsription d Y 0 d e‘ UARTERS SHAG CORPORATE HEAD TUKWILA VILLAGE SITE ADDRESS : 14400 TUKWILA INTERNATIONAL BOULEVARD, TUKWILA , WA 98188 OWNER/APPLICANT: 0 -J J W < O UCr) Ow Q (J) Z Q WO 2z O i W O W W LIJ g zz J LU � Q N I— N w O t w x 0 O >z z 0 w m CC 0 LL 0 W 0 Z W F- 0 z Z 02 w n m¢ w 0 . 5 0 go CO 20 ft x 00 �• O a w 0 a w� z �I o3 _0 a RECEIVED CITY OF TUKWILA OCT 2 0 2017 PERMIT CENTER PROJECT #: DRAWN BY: CHECKED BY: 1026.04 JL DWK INTERIOR DETAILS 1D501 PERMIT SUBMITTAL 11 dianak@johnsonbraund.com.rvt C:1Users\dianak\Documents\1026-Tukwila Village Bldg_D 2017. FILE NAME: PL 100 AT ALL EXPOSED EDGES STEEL BRACE WITH 2"X2" X 3116" HSS LEGS 3/8" GALV. BOLT WI NUT AND WASHER -PREDRILL AND COUNTERSINK 3/4" PLYWOOD SIDE APRON GLUED TO WD FRAME WI WATERPROOF MASTIC // \ / / / K/\ \ / /y, \ \ \ \ \ 7,.., /4 /,...: Z. / / \� i 4 e// 1 o DETAIL ofq) VANITY COUNTER EDGE BRACING 6" = 1'-0" TILE AS SCHEDULED NOTCH 2x @ HSS MEMBER PREFABRICATED STEEL BRACE WITH 2'5(2'x3/16" HSS LEGS PL 101 2'-0" AT ALL EXPOSED EDGES; TYP. LINE OF ADA KNEE CLEARANCE F— J 2" 0 11" 6" S.ECTION. 0 ACCESS .LE VANITY BI ACING 1" = 1'-0" AT ALL EXPOSED EDGES; TYP. 3/4" PLYWOOD SUBSTRATE 6� DETAIL lqa VANITY COUNTER EDGE 6" = 1'-0" TILE AS SCHEDULED SEAL ALL EDGES SEALANT ALL AROUND SINK PL 101 2'-0" AT ALL EXPOSED EDGES; TYP. INSULATE HOT WATER LINE 2 X SECTION lad ACCESSIBLE VANITY q. TYPIC PARTITION 0 STOREFRONT MTL. STUD ATTACHED TO VERTICAL MULLION W/ DOUBLE SIDED (STICKY) FOAM TAPE DO NOT SECURE PARTITION TO GLAZING SYSTEM, ATTACH AT WALL ABOVE AND BELOW GLAZING LINE OF SILL 1 1/2" = 1'-0" CONCRETE COLUMN 1-1/4" x 1-/14" x 1/8" ARCHITECTURAL ANGLE; FINISH ANODIZED ALUMINUM CHASE WALL ALIGN O Lu 0 w PLUMBING CHASE LDETAILaCOLUMN 8c CHASE 3" =11-0" LINE OF 5/8" GWB c. 41/4" r 1/8" FILLET WELD LINE OF 5/8" GWB DETAI Cq PARTIAL HEIGHT WALL BRACING 3" = 1'-0" 5 1/4" Z 0 J w ce 5/8" ;X 8" briozes- 1" = 1'-0" 4' 1 1/2" PREMIUM GRADE BIRCH APPLEPLY; STAIN TO MATCH PL 100 4"W x 1/8"T STEEL PLATE REVEAL; P 5/8" GWB; PAINT TYP. TYP. REVIEWED FOR CODE COMPLIANCE APPROVED JAN 0 4 2013 City of Tukwila BUILDING 1/8" REVEAL DETAIL Ccs PARTIAL HEIGHT WALL 3" =11-0" JOHNSON BRAUNDINC. 15200 52nd Ave. South Suite 300 Seattle, WA 98188 Phone 206.766.8300 www.johnsonbraund.com ARCHITECTURE INTERIOR DESIGN Greg L. Allwine, AIA Jeffrey A. Williams, AIA 3380 REGISTERED ARCHITECT ajid PEC L. ALLIVINE ATE OF WASHINGTON SET ISSUANCE DESCRIPTION BID SET PERMIT SUBMITTAL DATE N. .5 N N (p O I`.-- 0 N .- d ,- O Z a- N Decsription PLAN CHANGES Date 0 N d e a) X SITE ADDRESS : 14400 TUKWILA INTERNATIONAL BOULEVARD, TUKWILA , WA 98188 OWNER/APPLICANT: U -J -J W Q UW O Cn— Cn < (i) Z Q OEL-1 W m w�' ��CO W W 0) � >aa � J J N N 0 w O a- a re w O z z z 0 w 0) D re O w 0 z w z Of.. z 0z w CO < wW C9= 1" J j0 —O z CO ~Z 0I °o wp 0 - CC a. a. it zn oU w0 I- a RECEIVED CITY OF TUKWILA OCT 202017 PERMIT CENTER PROJECT #: DRAWN BY: CHECKED BY: 1026.04 JL DWK INTERIOR DETAILS 1D502 PERMIT SUBMITTAL 2:57:17 PM C:\Users\dianak\Documents\1026-Tukwila Village Bldg_D 2017.1_dianak@johnsonbraund.com.rvt STAINLESS STEEL DEFLECTION SHIELD, ATTACH AT TOP OF DOOR FULL WIDTH OF OPENING. ENSURE CLEARANCE WITH TRASH RECEPTACLE CABINET DOOR DOOR PULL TRASH LINER i 16 DETAIL Ccs DEFLECTION SHIELD 6" =11-0" PL 100 PL 100 F11,41100 ADJUSTABLE SHEVLING ON PINS AND BUSHINGS MELAMINE INTERIOR BLOCKED AND BRACED AS REQUIRED BASE AS SCHEDULED 2'-0" 3" 15 ID SECTION Ca WORK ROOM SINK 1" = 1'-0" PL 101 3/4" PLYWOOD SHELF PL 100 a w AT ALL EXPOSED EDGES MELAMINE INTERIOR BLOCKED AND BRACED AS REQUIRED BASE AS SCHEDULED fV (1L SECTION (7a SHELVING CABINET 1" = 1'-0" PROVIDE BLOCKING IN WALL AS REQUIRED TOP MOUNT STAINLESS STEEL SINK INSULATED EXPOSED DRAIN PIPING PROVIDE BLOCKING AS REQUIRED BLACK MELAMINE AT CABINET INTERIOR MITERED EDGE TRASH BIN MFR: RUBBERMAID MODEL: 2957 WASTEBASKET, LARGE FINISH: GRAY 1'-6" ID503 AT ALL EXTERIOR SURFACES; TYP. BASE AS SCHEDULED z 0 0 ce (11� SECTION 0 COFFEE STATION TRASH CABINET 1" = 1'-0" PL 101 2'-0" • MFR: CENTERLINE BRACKETS PRODUCT: CONCEALED STEEL BRACKET CENTER SPAN MODEL#: CSA -0004-22 FINISH: BLACK LATERAL FILE CABINETS UNDER (BY OPENSQUARE) PROVIDE BLOCKING IN WALL AS REQUIRED H H 10 \ SECTION 0 WORK ROOM COUNTER 1" = 1'-0" WT 100 PROVIDE BLOCKING AS REQUIRED ST 100 MELAMINE AT ALL CABINET INTERIORS; TYP. MITERED EDGE 3/4" ADJUSTABLE SHELVING ON PINS AND BUSHINGS FEW 100 PL 100 0 0 0 AT ALL EXTERIOR SURFACES; TYP. BASE AS SCHEDULED 0 0 0 0 0 1'-6" SECTION_ 0 COFFEE STATION CABINS 1" = 1'-0" 3/4" 2'-0" ADJUSTABLE SHEVLING ON PINS AND BUSHINGS MELAMINE INTERIOR BLOCKED AND BRACED AS REQUIRED BASE AS SCHEDULED REFER TO ELEVATION 6SECTION_ 0 1" = 1'-0" PL 101 =1 INATE COUNTER BASE CABINET TOP DRAWER 2'-0" HVM 100 MELAMINE INTERIOR BLOCKED AND BRACED AS REQUIRED PL 100 z O 0 BASE AS SCHEDULED SECTION 0 LA I" = 1'-0" Y COUNTER DRAWER STACK 3 DRAWER BASE WT 100 PROVIDE BLOCKING AS REQUIRED ST 100 MELAMINE AT ALL CABINET INTERIORS; TYP. MITERED EDGE PL 100 AT ALL EXTERIOR SURFACES; TYP. HW 100 MELAMINE AT ALL CABINET INTERIORS; TYP. BASE AS SCHEDULED 3" 1'-6" 3 SECTION, lad COFF STATION DRAWERS 1" = 1'-0" PL 101 PL 100 HW 100 ADJUSTABLE SHEVLING ON PINS AND BUSHINGS MELAMINE INTERIOR BLOCKED AND BRACED AS REQUIRED BASE AS SCHEDULED REFER TO ELEVATION fsr co N TYPICAL ALL CTOPS MAX. DEPTH 24" UNO 0 0 O 0 0 0 REVIEWED FOR CODE COMPLIANCE APPROVED JAN 0 4 2010 City of Tukwila 3UILDING DIVJ oiC .J 00 0 0 SECTION 0 LAMINATE COUNTER CABINET 1" = 1'-0" FULL HEIGHT DOOR 41> JOHNSON BRAUNDINC. 15200 52nd Ave. South Suite 300 Seattle, WA 98188 Phone 206.766.8300 www.johnsonbraund.com ARCHITECTURE INTERIOR DESIGN Greg L. Allwine, AIA Jeffrey A. Williams, AIA 3380 REGISTERED ARCHITECT .REG L. ALLIVINE ATE OF WASHINGTON SET ISSUANCE DESCRIPTION BID SET PERMIT SUBMITTAL DATE r- 75 N N o 10.11.2017 O z .- N Decsription PLAN CHANGES Date n O N d >� a> TUKWILA VILLAGE - SHAG CORPORATE HEADQUARTERS SITE ADDRESS : 14400 TUKWILA INTERNATIONAL BOULEVARD, TUKWILA , WA 98188 OWNER/APPLICANT: 0 U LU 0 O a_ a w x 0 0 )- 0 0 LU U 0 U - LU 0 z LU ❑z U' 1-- Z oz J wW 0 .1(S m =0 F co 0_ LLO wp a vew 0 a 0 ❑ U 111 wo I -d RECEIVED CITY OF TUKWILA OCT 2 0 2017 PERMIT CENTER PROJECT #: DRAWN BY: CHECKED BY: 1026.04 JL DWK INTERIOR DETAILS 1D503 PERMIT SUBMITTAL 2 0_ N- N: csi ti 0 - ti 0 dianak@johnsonbraund.com.rvt C:\Users\dianak\Documents\1026-Tukwila Village Bldg_D 2017.1 w 2 z w A PROVIDE BLOCKING AS REQUIRED ADJUSTABLE SHELVING ON PINS AND BUSHINGS MELAMINE INTERIOR PL 101 F11,41100 PL 101 AT ALL EXPOSED EDGES PROVIDE DEDICATED POWER OUTLET FOR MICROWAVE ST 100 COUNTERTOP PROVIDE BLOCKING AS REQUIRED kr `v 21" /-- (15- SECTION 0 MICRO AVE SHELF 1" = 1'-0" r ST 100 2'-0" PL 100 kr HV‘i 100 ADJUSTABLE SHEVLING ON PINS AND BUSHINGS MELAMINE INTERIOR BLOCKED AND BRACED AS REQUIRED BASE AS SCHEDULED 0 (V 0 0 O 0 O 0 0 O 0 <r / 3" 13 SECTION (til STONE COUNTER CABINET 1" = 1'-0" PROVIDE BLOCKING AS REQUIRED MELAMINE INTERIOR HV1I 100 z 0 w w PL 101 2'-0" 11 SECTION 0 UPPER. CABINET ABOVE FRIDGE 1" = 1'-0" ST 100 PL 100 HW 100 MELAMINE INTERIOR BLOCKED AND BRACED AS REQUIRED BASE AS SCHEDULED F- W D: 2' - 0" 1 o SECTION 0 LUNCH ROOM SINK PROVIDE BLOCKING AS REQUIRED LOW PROFILE UNDERMOUNT STAINLESS STEEL SINK INSULATED EXPOSED DRAIN PIPING 1" = 1'-0" ST 100 TRASH BIN MFR: RUBBERMAID —\ MODEL: 2957 WASTEBASKET, LARGE FINISH: GRAY BLACK MELAMINE INTERIOR 2X4 REMOVEABLE BLOCKING PL 100 z 0 w J L11 0 w LL w BASE AS SCHEDULED BLOCKED AND BRACED AS REQUIRED DG SECTION (cad STONE COUNTER TRASH CABINET 1" = 1'-0" PROVIDE B ADJUSTABI ON PINS AN MELAMI UNDERCABINE FIXTURE; SEE L PLAN FOR LO( LOCKING AS REQUIRED 4. DESCRIPTION BID SET PERMIT SUBMITTAL 0 0 O o /. DATE 0 0 0 0 0 0 0 N- N - \• / / / / I / 0 0 0 0 0 0 0 0 0 0 0 0 0 07/1 OO 0 0 O O O O _ N co I I I -1 I MICROWAVE I J -0 Cu \ / \ >� d CC '>14t I I I I MICROWAVE I / \ % (15- SECTION 0 MICRO AVE SHELF 1" = 1'-0" r ST 100 2'-0" PL 100 kr HV‘i 100 ADJUSTABLE SHEVLING ON PINS AND BUSHINGS MELAMINE INTERIOR BLOCKED AND BRACED AS REQUIRED BASE AS SCHEDULED 0 (V 0 0 O 0 O 0 0 O 0 <r / 3" 13 SECTION (til STONE COUNTER CABINET 1" = 1'-0" PROVIDE BLOCKING AS REQUIRED MELAMINE INTERIOR HV1I 100 z 0 w w PL 101 2'-0" 11 SECTION 0 UPPER. CABINET ABOVE FRIDGE 1" = 1'-0" ST 100 PL 100 HW 100 MELAMINE INTERIOR BLOCKED AND BRACED AS REQUIRED BASE AS SCHEDULED F- W D: 2' - 0" 1 o SECTION 0 LUNCH ROOM SINK PROVIDE BLOCKING AS REQUIRED LOW PROFILE UNDERMOUNT STAINLESS STEEL SINK INSULATED EXPOSED DRAIN PIPING 1" = 1'-0" ST 100 TRASH BIN MFR: RUBBERMAID —\ MODEL: 2957 WASTEBASKET, LARGE FINISH: GRAY BLACK MELAMINE INTERIOR 2X4 REMOVEABLE BLOCKING PL 100 z 0 w J L11 0 w LL w BASE AS SCHEDULED BLOCKED AND BRACED AS REQUIRED DG SECTION (cad STONE COUNTER TRASH CABINET 1" = 1'-0" PROVIDE B ADJUSTABI ON PINS AN MELAMI UNDERCABINE FIXTURE; SEE L PLAN FOR LO( LOCKING AS REQUIRED 4. DESCRIPTION BID SET PERMIT SUBMITTAL DATE N- N N 0 N- N - / / / I / 0 0 0 0 0 0 0 0 0 0 0 07/1 d z _ l a l SECTION 0 2? DEEP UPPER CABINET WITH LAC. LIGHTING PROVIDE BLOCKING AS REQUIRED 1'-0" ADJUSTABLE SHELVING ON PINS AND BUSHINGS MELAMINE INTERIOR PL 101 REFER TO ELEVATION 0 0 O • 0 0 0 0 0 0 O 0 0 0 HVA) 100 UNDERCABINET LIGHT FIXTURE; SEE LIGHTING PLAN FOR LOCATIONS 0 0 0 0 0 0 O 0 0 0 N 7� SECTION 0 UP.PERCABINET WITH U.C. UGHTING 1" = 1'-0" ST 100 2'-0" REDUCED DEPTH 21" AT LUNCHROOM BACK COUNTER HW 100 --\ MELAMINE INTERIOR BLOCKED AND BRACED AS REQUIRED PL 100 z 0 w 0 U- N BASE AS SCHEDULED l \ SECTLON STONE COUNTER DRAWER 1" = 1'-0" [ST 100 HVVi 100 MELAMINE INTERIOR BLOCKED AND BRACED AS REQUIRED PL 100 ATYPICAL MAX. CTOP 24" DEPTH UNO kr <o REFER TO BASE AS SCHEDULED SECTION 0 STONE COUNER DR,A.W ER STACK 1" = 1'-0" PL 101 \ \ 0 Lu 1'-0" AT ALL EXPOSED EDGES PROVIDE BLOCKING AS REQUIRED REFER TO ELEVATION \ 0 w W 4� SECTION tai UPPER SHELVING 1" = 1'-0" PROVIDE BLOCKING AS REQUIRED 1'-0" ADJUSTABLE SHELVING ON PINS AND BUSHINGS MELAMINE INTERIOR PL 101 REFER TO ELEVATION \d, 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 HO) 100 CO 0 0 0 0 0 0 0 C B 0 0 0 0 0 0 0 N i " = 1'-0" 1'-21/2" 3" i ((c L LED COVE LIGHT FIXTURE; SEE 10121 FOR SPECIFICATIONS 1'- 11" SF 100 USB DUPLEX RECEPTACLE; INSTALL HORIZONTAL; PAINT BLACK 3" x 3" ARCHITECTURAL ANGLE M ih y ih ST 100 MITERED EDGE MFR: CENTERLINE BRACKETS PRODUCT: CONCEALED STEEL BRACKET MODEL#: CSA -0004-22 FINISH: BLACK PROVIDE BLOCK! IN WALL AS REQUIRED (T SECTION f CHARGING STATION 1" = 1'-0" G REVIEWED FOR CODE COMPLIANCE APPROVED JAN 0 4 2013 City of Tukwila BUILDING DIVISION BASE AS SCHEDULED 0115. II JOHNSON BRAUNDINc. 15200 52nd Ave. South Suite 300 Seattle, WA 98188 Phone 206.766.8300 www.johnsonbraund.com ARCHITECTURE INTERIOR DESIGN Greg L. Allwine, AIA Jeffrey A. Williams, AIA 3380 REGISTERED ARCHITECT ,REG L. 1LLIVING ATE OF WASHINGTON SET ISSUANCE DESCRIPTION BID SET PERMIT SUBMITTAL DATE N- N N 0 N- N - d z _ N Decsription PLAN CHANGES -0 Cu I..- ' T. -- d >� d CC UARTERS SHAG CORPORATE HEAD LLI V -J J SITE ADDRESS : 14400 TUKWILA INTERNATIONAL BOULEVARD, TUKWILA , WA 98188 OWNER/APPLICANT: U J -J G7 W < Cr) UW cn F- cn < C) zW 0Q az D o LL1 m w• w g= Z J_ >Q - N I" • N 0 W O 0 0. w x F- 0 >- z z 0 w m 0 u.0 w 0 z w oz OE_ Z 0z m< Q wW 3x J j0 CCI F - z I 00 W0 a w a ir3 Z. q^ ' -'U co, I-- d RECEIVED CITY OF TUKWILA OCT 2 0 2017 PERMIT CENTER PROJECT #: DRAWN BY: CHECKED BY: 1026.04 JL DWK INTERIOR DETAILS 1D504 PERMIT SUBMITTAL RELITE SCHEDULE SYM. DESCRIPTION DOOR NOTES SIZE FIXED MATERIAL CORE GENERAL RELITE NOTES A. RELITE HEAD HEIGHT AT 7'-0" UNO. B. OPENINGS ARE RELITES WITH WOOD STOPS C. TEMPERED SAFETY GLAZING 1/4" TEMPERED SAFETY GLASS BLACK SILICONE CAULK 1x1 BLOCKING; PAINT OR MATCH WALL COLOR LINE OF OPENING BEYOND DETAIL ani RELITE 6" = 1'-0" DOOR SCHEDULE SYM. DESCRIPTION DOOR NOTES SIZE THICK MATERIAL CORE FRAME FINISH TYPE LEVEL ONE SO4 WORK ROOM 3070 1 3/4" WOOD SC WD PAINTED A 1, 3 S05 CALL CENTER 3070 1 3/4" WOOD / GLASS SC WD PAINTED B 1, 2, 3 S15 STORAGE 3070 1 3/4" WOOD SC WD PAINTED A 1, 3 S19 TRAINING 3070 1 3/4" WOOD / GLASS SC WD PAINTED B 1, 2, 3 S19a PRODUCTION 3070 1 3/4" WOOD / GLASS SC WD PAINTED B 1, 2, 3 S19b PRODUCTION 3070 1 3/4" WOOD / GLASS SC WD PAINTED B 1, 2, 3 S19c STORAGE 3070 1 3/4" WOOD SC WD PAINTED A 1 S20 IT 3070 1 3/4" WOOD SC WD PAINTED A 1 S22 OFFICE 3070 1 3/4" WOOD / GLASS SC WD PAINTED B 1, 2, 3 MEZZANINE LEVEL S35 UTILITY 3070 1 3/4" WOOD SC WD PAINTED A 1, 3 S42 COMPLIANCE STORAGE 6070 1 3/4" WOOD SC WD PAINTED C 1, 3, 4 S43 STORAGE 3070 1 3/4" WOOD SC WD PAINTED A 1 BID ALTERNATE ADDITIONS DOORS TO BE PART OF SITE -BUILT STOREFRONT ASSEMBLY BID ALTERNATE: US ALUMINUM CRL SERIES 487 LEVEL ONE S02 NEST - SINGLE SLIDING 3080 1 3/4" ALUMINUM/GLASS - HM CLR. ANOD. D 2,5 S03 CONFERENCE - SINGLE SLIDING 3080 1 3/4" ALUMINUM/GLASS - HM CLR. ANOD. D 2 S06 OFFICE 3070 1 3/4" ALUMINUM/GLASS - HM CLR. ANDD. F 1, 2 S08 OFFICE 3070 1 3/4" ALUMINUM/GLASS - HM CLR. ANOD. F 1, 2 S09 OFFICE 3070 1 3/4" ALUMINUM/GLASS - HM CLR. ANDD. F 1, 2 S10 OFFICE 3070 1 3/4" ALUMINUM/GLASS - HM CLR. ANDD. F 1, 2 S13 OFFICE 3070 1 3/4" ALUMINUM/GLASS - HM CLR. ANOD. F 1, 2 S14 OFFICE 3070 1 3/4" ALUMINUM/GLASS - HM CLR. ANDD. F 1, 2 S16 OFFICE 3070 1 3/4" ALUMINUM/GLASS - HM CLR. ANDD. F 1, 2 S17 OFFICE 3070 1 3/4" ALUMINUM/GLASS - HM CLR. ANOD. F 1, 2 S22a OFFICE - DOUBLE SLIDING 60100 1 3/4" ALUMINUM/GLASS - HM CLR. ANOD. E 1, 2, 5 S23 SHAG COLLABORATE - SINGLE SLIDING 30100 1 3/4" ALUMINUM/GLASS - HM CLR. ANOD. D 2,5 MEZZANINE LEVEL S38 CONFERENCE 3070 1 3/4" ALUMINUM/GLASS - HM CLR. ANOD. F 2 S39 OFFICE 3070 1 3/4" ALUMINUM/GLASS - HM CLR. ANOD. F 1, 2 S40 OFFICE 3070 1 3/4" ALUMINUM/GLASS - HM CLR. ANDD. F 1, 2 S44 OFFICE 3070 1 3/4" ALUMINUM/GLASS - HM CLR. ANOD. F 1, 2 S45 OFFICE 3070 1 3/4" ALUMINUM/GLASS - HM CLR. ANDD. F 1, 2 INIL ANIL ANL ANL ANIL r r ..► J r I` r A ..` ANL. ANL GENERAL DOOR NOTES (APPLIES TO ALL DOORS) 1. HARDWARE SCHEDULE TO BE PROVIDED BY SUPPLIER. /1\ ALL DOOR HARDWARE TO SPACES REQUIRED TO BE ACCESSIBLE SHALL BE A LEVER OR OTHER SHAPE WHICH WILL PERMIT OPERATION BY WRIST OR ARM PRESSURE & WHICH DOES NOT REQUIRE TIGHT GRASPING PINCHING OR TWISTING OF WRIST TO OPERATE. SEE SHEET A002 ACCESSIBILITY NOTES. 3. NO THUMB LATCHES OR KEYED CYLINDER DEAD BOLTS ALLOWED ON ANY DOORS UNLESS OPERATED BY A SINGLE ACTION WITH A LEVER. 4. ALL THRESHOLDS TO SPACES REQUIRED TO BE ACCESSIBLE TO BE MAXIMUM 1/2" IN HEIGHT - SEE DETAIL 1/ID600 5. FORCE REQUIRED TO OPERATE DOORS: INTERIOR - 5.0 POUNDS MAX. FIRE DOOR -15.0 POUNDS MAX. (IBC 1008.1.3) 6. SEE PLANS FOR DIRECTION OF DOOR SWING. 7. DOORS TO HAVE 1/2" UNDERCUT @ CARPETED AREAS. 8. PROVIDE REDUCER STRIP @ DOORS @ FLOORING TRANSITIONS. 9. PROVIDE TEMPERED SAFETY GLAZING @ ALL GLAZING, INCLUDING SIDELITES. 10. DOOR FRAMES TO HAVE SHIMS, A35 CLIPS, OR OTHER MEANS OF SUPPORT @ THE FLOOR SO THAT THE WEIGHT OF THE DOOR DOES NOT PULL FRAME DOWN. 11. ALL EXIT DOORS SHALL BE SUCH THAT CAN BE OPENED FROM THE INSIDE WITHOUT KEY, SPECIAL KNOWLEDGE, OR EFFORT. DOOR SCHEDULE KEYNOTES 1. DOORS TO HAVE LOCKING DEVICE. 2. ALL GLAZING IN DOORS SHALL BE LAMINATED SAFETY GLAZING COMPLYING WITH IBC 2406.1.1. 3. SELF-CLOSING, SELF -LATCHING. 4. CARD READER ACCESS 5. CONFIRM 32" MIN. CLEAR OPENING AT SINGLE SLIDING DOOR. OR INCREASE DOOR PANEL TO PROVIDE (REDUCE ADJACENT GLASS PANEL SIZES TO ACCOMODATE.) 2 DOOR ELEVATIONS DESCRIPTION BID SET PERMIT SUBMITTAL / / / DATE 08.27.2017 / / / / / / / / \ \ \ 1— N \ 01 ;-A \ \ / TI BID CLARIFICATION PLAN CHANGES Date B IID 1 TYPICAL DOOR TRIM TO BE PAINTED FLAT STOCK S4S PRIMED WOOD 1X3 i -A. r'l r'l rpt _ rAl r I r'l i-_ i -A. r-k__r'L r'l BID ALTERNATE ADDITIONS 0 0 0 / / \ 0 0 0 . D0 II DOORS TO BE PART OF SITE -BUILT STOREFRONT ASSEMBLY BID ALTERNATE: US ALUMINUM CRL SERIES 487 EXTERIOR DOOR FRAME & DOOR AS SCHEDULED LOW PROFILE MTL THRESHOLD & COMP. WEATHER STRIP W. SEALANT F.F. INTERIOR F.F. DOORS TO ACCESSIBLE SPACES SHALL HAVE A DOOR THRESHOLD WITH A MAXIMUM HEIGHT OF 1/2" PER PER ICC/ANSI 117.1 SEC. 404.2.4. CHAGES IN LEVEL GREATER THAN 1/4" IN HEIGHT AND NOT MORE THAN 1/2" MAX. IN HEIGHT SHALL BE BEVELED WITH A SLOPE NOT STEEPER THAN 1:2 PER ICC/ANSI A117.1 SEC. 303.3 L.L. ACCESSIBLE DOOR THRESHOLD 1 1/2" = 1'-0" REVIEWED FOR CODE COMPLIANCE APPROVED JAN 042010 City of Tukwila BUILDING DIVISION I JOHNSON BRAUNDINc. 15200 52nd Ave. South Suite 300 Seattle, WA 98188 Phone 206.766.8300 vwwo.johnsonbraund.com ARCHITECTURE INTERIOR DESIGN Greg L. Allwine, AIA Jeffrey A. Williams, AIA 3380 REGISTERED ARCHITECT .REG L. ALLWING ATE OF WASHINGTON SET ISSUANCE DESCRIPTION BID SET PERMIT SUBMITTAL DATE 08.27.2017 N 0 0 z 1— N Decsription TI BID CLARIFICATION PLAN CHANGES Date I..- ti GG iN d o— CC — N CJ) W I— CI Q W W I— 0 a C4 0 U U) 'Lil 1 V J J SITE ADDRESS : 14400 TUKWILA INTERNATIONAL BOULEVARD, TUKWILA , WA 98188 OWNER/APPLICANT: RECEIVED CITY OF TUKWILA OCT 2 0 2017 PERMIT CENTER PROJECT #: 1026.04 DRAWN BY: JL/DWK CHECKED BY: DWK DOOR & WINDOW SCHEDULES 1D600 PERMIT SUBMITTAL Village Bldg_D_2017.1_dianak@johnsonbraund.com.rvt C:\Users\dianak\Documents\1026-Tuk 1 1/2" 14 ID STOREFRONT OFFICE S17 fi 1/4" =1-0" N � A DOOR OPENING 0 m w 0 N BID SET ,_ // / / / / / / \ • \ • • • / / / / / / \ \ • • • • • 36" 45" DOOR OPENING841" r 112" 14 ID STOREFRONT OFFICE S17 fi 1/4" =1-0" N r y , ID STOREFRONT OFFICE S10 1/4" = 1'-0" � A DOOR OPENING 0 m w 0 N BID SET ,_ rk N W N / / / / / / \ \ • • • A • I Fl____ 36" 42" 5 N D OD DOOR OPENING 602 ID© limi / / \ \ \ • \\ N N N ID602 \ \ \ \ \ • \ / / / / / / \ EQ EQ EQ 4' 36" 181/2" '-11/2" DOOR OPENING 60" 11--1 1/2" 36" / / r y , ID STOREFRONT OFFICE S10 1/4" = 1'-0" 13 ID STOREFRONT OFFICE S16 1/4" = 1'-0" 36" EQ 4 112" -/DOOR OPENING1 1/2" "--1 1/2" 133 1/2" ID STOREFRONT OFFICE S08 m 1/4" = 1'-0" N � A DOOR OPENING 0 m w 0 N BID SET ,_ rk N W N / / / / / / \ \ • • • fos • I Fl____ 36" 42" 5 I O, 602 ID© limi 0D N N 00 N N ID602 ID602 \ \ \ \ \ • \ / / / / / / 2 • a C / a C C C EQ EQ EQ / 11/2" 112 1 /4" '-11/2" 41/ / " EQ EQ 36" / 1 1/2"� 1 1/2" 136 3/8" DOOR OPENING -1 1/2" 4 / 13 ID STOREFRONT OFFICE S16 1/4" = 1'-0" 36" EQ 4 112" -/DOOR OPENING1 1/2" "--1 1/2" 133 1/2" ID STOREFRONT OFFICE S08 m 1/4" = 1'-0" N 112" 1/4" = 1'-0" m in N � A DOOR OPENING 0 m w 0 N BID SET PERMIT SUBMITTAL rk N W N / / / / / / \ \ • • • fos • I Fl____ 36" 42" 5 I O, 602 ID© limi ID602 N COID602 ID602 ID602 10602 EQ EQ EQ EQ /41/2" 11/2" 112 1 /4" '-11/2" ID602 / / 112" 1/4" = 1'-0" m in N EQ 1 1/2"-' 1 1/2" EQ 411' 891/2" 12 ID STOREFRONT OFFICE S16 / 1/4" = 1'-0" m N � A DOOR OPENING 0 m w 0 N BID SET PERMIT SUBMITTAL rk N W N / / / / / / \ \ • • • fos • EQ 1 1/2"-' 1 1/2" EQ 411' 891/2" 12 ID STOREFRONT OFFICE S16 / 1/4" = 1'-0" m N 7 \ ID STOREFRONT OFFICE S09 4 1/2" 1/4" = 1'-0" 10602 N � A DOOR OPENING 0 m w 0 N BID SET PERMIT SUBMITTAL / / / / / / \ \ • • • fos • I Fl____ 36" 42" 5 I O, N COID602 3 N 10602 EQ EQ 10602 EQ A 1 1/2" / DOOR OPENING ID602 2 I / EQ yy 4 ,, DOOR OPENING 1 1/2" -1 1/2" ' 104" NA 10602 6 42" EQ EQ EQ DOOR OPENING ' 1 1/2" /V---11/2" 102 3/4" 1 1/2" ID602 -11I2" 7 90 1 1/2" / 3 ID602 / 7 \ ID STOREFRONT OFFICE S09 4 1/2" 1/4" = 1'-0" 10602 N � A DOOR OPENING 0 m w 0 N BID SET PERMIT SUBMITTAL / / / / / / \ \ • • • • I Fl____ 36" 42" 5 I O, ID602 3 N 10602 EQ EQ 10602 EQ A 1 1/2" / DOOR OPENING 2 2 I / EQ yy 4 ,, DOOR OPENING 1 1/2" -1 1/2" ' 104" NA 10602 6 42" EQ EQ ,,_=„7 --- -� BID SET PERMIT SUBMITTAL / / / / / / \ \ • • • • I Fl____ 36" 42" DOOR OPENING/;(__1 1/2" 851/2" I O, ID602 3 10602 EQ EQ 10602 EQ A 1 1/2" / DOOR OPENING ,y 1/2" 2 I / EQ yy 4 ,, DOOR OPENING 1 1/2" -1 1/2" ' 104" NA { 6 42" EQ EQ ID602 DOOR OPENING ' 1 1/2" /V---11/2" 102 3/4" 1 1/2" ID602 Y 7 _. 5 3 ID602 ID602 r Cii Zsi ID602 I1)602 EQUALLY SEGMENTED WALL TO FOLLOW CURVE, DOOR MIN. OPENING 36" ID STOREFRONT CONFERENCE 506 1/4" =11-0" 1 1/2" DOOR OPENING 212" (1ID STOREFRONT SHAG COLLABORATE S23 1/4" =11-0" 4 1/2" 11 ID STOREFRONT OFFICE S14 N 1 1/2" 1/4" = 1'-0" N -� BID SET PERMIT SUBMITTAL / / / / / / \ \ • • • • I Fl____ 36" 42" DOOR OPENING/;(__1 1/2" 851/2" 11 ID STOREFRONT OFFICE S14 N 1 1/2" 1/4" = 1'-0" N 6� ID STOREFRONT OFFICE S08 ID602 1 1/2" 1/4" = 1'-0" CO 1 1/2" O -� BID SET PERMIT SUBMITTAL 5 1- I Fl____ 10602 ID602 .-- N N (D 0 ak ID602 3 10602 EQ EQ 10602 EQ 4 1/2" ---Ji 1 1/2" / '(.--1 124" ,y 1/2" 2 / 6� ID STOREFRONT OFFICE S08 ID602 1 1/2" 1/4" = 1'-0" CO 1 1/2" O CO 1/4" =1'-0" p STOREFRONT OFFICE S14 1/4" = 1'-0" N r n6;:11 rt 1/4" = 1'-0" ID STO - EFRONT CONFERENCE 503 1/4" = 1'-0" CODE COMPLIANCE APPROVED JAN 0 4 2013 60 I DESCRIPTION BID SET PERMIT SUBMITTAL 5 1- w ID602 .-- N N (D 0 5 r 3 10602 3 2 10602 10802 ID602 2 36" EQ EQ yy J / ,, DOOR OPENING 1 1/2" -1 1/2" ' 104" -1 1/2" / CO 1/4" =1'-0" p STOREFRONT OFFICE S14 1/4" = 1'-0" N r n6;:11 rt 1/4" = 1'-0" ID STO - EFRONT CONFERENCE 503 1/4" = 1'-0" CODE COMPLIANCE APPROVED JAN 0 4 2013 60 ' IP STOREFRONT EST 502 of Tukwila 9i�4 3 DiVia KM1 1/4" = 1'-0" I 41> JOHNSON BRAUNDINc. 15200 52nd Ave. South Suite 300 Seattle, WA 98188 Phone 206.766.8300 www.johnsonbraund.com ARCHITECTURE INTERIOR DESIGN Greg L. Allwine, AIA Jeffrey A. Williams, AIA 3380 REGISTERED ARCHITECT .REG L. :1LL1FINE ATE OF WASHINGTON SET ISSUANCE I DESCRIPTION BID SET PERMIT SUBMITTAL w DOOR OPENING .-- N N (D 0 5 r 10602 3 a- N g 10802 ar rn 2 Date re 10602 r 42" EQ EQ 1 1/2"-49 / DOOR OPENING ' 1 1/2" /V---11/2" 102 3/4" 1 1/2" Y / ' IP STOREFRONT EST 502 of Tukwila 9i�4 3 DiVia KM1 1/4" = 1'-0" I 41> JOHNSON BRAUNDINc. 15200 52nd Ave. South Suite 300 Seattle, WA 98188 Phone 206.766.8300 www.johnsonbraund.com ARCHITECTURE INTERIOR DESIGN Greg L. Allwine, AIA Jeffrey A. Williams, AIA 3380 REGISTERED ARCHITECT .REG L. :1LL1FINE ATE OF WASHINGTON SET ISSUANCE I DESCRIPTION BID SET PERMIT SUBMITTAL DATE .-- N N (D 0 r N O e- d Z a- N Decsription Date re TUKWILA VILLAGE - SHAG CORPORATE HEADQUARTERS SITE ADDRESS : 14400 TUKWILA INTERNATIONAL BOULEVARD, TUKWILA , WA 98188 OWNER/APPLICANT: U w O a cc w F O >- 0 O w 0 LL w z w z oz U' F- 0z J o z -J 5 K ma RECEIVED CITY OF TUKWILA oC,T 2 0 2017 PERMIT CENTER PROJECT #: 1026.04 DRAWN BY: ARM CHECKED BY: DWK INTERIOR STOREFRONT ELEVATIONS 1D601 PERMIT SUBMITTAL C:\Users\dianak\Documents11026-Tukwila Village Bldg_D_2017.1_dianak@johnsonbraund.com.M J U) U, 0 X a (5 z x w 0 O O N J L. 5 11/16" I, i0 U) U) 0 U) a 1/8" SERIES 487 OPS DOOR HEAD DETAIL AT TRANSOM W/ @OPTIONAL CRL -US ALUM SERIES 550 WIDE STILE DOOR ARCH REF: 1'-0"=1'-0" CRL - DOOR HEAD DETAIL )) = 1'-0" ()SERIES 487 OPS TYP HEAD DETAIL AT INT. VERTICAL ARCH REF: U) CRL - TYP. HEAD DETAIL AT INT. VERTICAL 6" =11-0" 487X015 5/16" U) WS500 mtzz NP600 CE X c NP225 NP225 DLO DOOR LEAF WIDTH 487X015 // 3/32" 1 9/16" DOOR OPENING 1 1/2" DLO SERIES 487 OPS INT. DOOR JAMB DETAIL AT STRIKE SIDE W/ SIDELITE @WITH OPTIONAL CRL -US ALUM SERIES 550 WIDE STILE DOOR ARCH REF: CRL - INT. DOOR JAMB DETAIL AT STRIKE 6" = 1'-0" 5/16" I 1487X015 NP225 NP225 X X v WS500 M U) U) DLO 487X015 3/32" 1/2" DLO 3/32" DOOR LEAF WIDTH 1 1/2" DOOR OPENING SERIES 487 OPS INT. DOOR JAMB DETAIL AT HINGE SIDE W/ SIDELITE @WITH OPTIONAL CRL -US ALUM SERIES 550 WIDE STILE DOOR ARCH REF: CRL - INT. DOOR JAMB DETAIL AT HINGE 6" =11-0" 11 LU IU / DOOR LEAF HEIGHT 7" STANDARD BOTTOM DOOR RAIL (10" ADA BOTTOM RAIL ALSO AVAILABLE) / DLO 61/2" r1/2" , 487X502 NN z U)ID DOOR OPENING NP225 487X504 / / 6 l' EQ EQ wimilin M-550 M-550 / / SB513 5 DOOR OPENING NP229=1 N J I- I0602 P225 487X508 Limiwallict L� "ELK)EiiCn 7��c - ID602 ID602 4) 2 ID602 7 WS200 ID6Y02/ 2 ID602 � ID602 igi NP22 \, t-4 1 N P225 ID602 487X506 1,01-I 487X501 FZSI__I ID602 M-b IJ M-550 487X015 11/2"/ 1 3/4" 511/16" / i0 U) U) 0 U) a 1/8" SERIES 487 OPS DOOR HEAD DETAIL AT TRANSOM W/ @OPTIONAL CRL -US ALUM SERIES 550 WIDE STILE DOOR ARCH REF: 1'-0"=1'-0" CRL - DOOR HEAD DETAIL )) = 1'-0" ()SERIES 487 OPS TYP HEAD DETAIL AT INT. VERTICAL ARCH REF: U) CRL - TYP. HEAD DETAIL AT INT. VERTICAL 6" =11-0" 487X015 5/16" U) WS500 mtzz NP600 CE X c NP225 NP225 DLO DOOR LEAF WIDTH 487X015 // 3/32" 1 9/16" DOOR OPENING 1 1/2" DLO SERIES 487 OPS INT. DOOR JAMB DETAIL AT STRIKE SIDE W/ SIDELITE @WITH OPTIONAL CRL -US ALUM SERIES 550 WIDE STILE DOOR ARCH REF: CRL - INT. DOOR JAMB DETAIL AT STRIKE 6" = 1'-0" 5/16" I 1487X015 NP225 NP225 X X v WS500 M U) U) DLO 487X015 3/32" 1/2" DLO 3/32" DOOR LEAF WIDTH 1 1/2" DOOR OPENING SERIES 487 OPS INT. DOOR JAMB DETAIL AT HINGE SIDE W/ SIDELITE @WITH OPTIONAL CRL -US ALUM SERIES 550 WIDE STILE DOOR ARCH REF: CRL - INT. DOOR JAMB DETAIL AT HINGE 6" =11-0" 11 LU IU / DOOR LEAF HEIGHT 7" STANDARD BOTTOM DOOR RAIL (10" ADA BOTTOM RAIL ALSO AVAILABLE) / DLO 61/2" r1/2" , / PERMIT SUBMITTAL U)ID DOOR OPENING 1/8" 487X015 / / 6 l' EQ EQ wimilin M-550 M-550 / / 4 5 DOOR OPENING NP229=1 N r I0602 P225 ID602 3 "ELK)EiiCn 7��c Wo�ap0 ID602 ID602 4) 2 ID602 7 N ID6Y02/ 2 ID602 � ID602 igi NP22 \, t-4 1 N P225 ID602 487X506 1,01-I 487X501 FZSI__I ID602 / 2 IJ DLO 487X015 11/2"/ DLO ID602 / Ak ®SERIES 487 OPS TYP INT. VERTICAL DETAIL ARCH REF: CRL - TYPINT. VERTICAL DETAIL 6" =11-0" 0 0 5 11/16" U, X co U) a z 487X504 1 U) U) @SERIES 487 OPS TYP HORIZONTAL DETAIL ARCH REF: 1'-0"=1'-0" CRL - TYP. HORIZONTAL DETAIL 6" = 4 7/8" NOMINAL FRAME DIMENSION @SERIES 487 OPS TYP JAMB DETAIL ARCH REF: - TYP. JAMB DETAIL 1•-0"=l'-0" FRAME DIMENSION E DIMENSION 0 J 487X505 \ " o P..• 4 w 4 . 5 O a' 4 I S 4 d U) X a U) d 4 4 4 ' 4 NOTE VERTICALS PROVIDED LONG.. CUSTOMER TO FIEED CUT AS REQUIRED. VERTICAL MUST BE CUT FROM THE BOTTOM. 4 O 4 4, L ®SERIES 487 OPS TYP SILL AT FLOOR DETAIL ARCH REF: L2 CRL - TYP SILL AT FLOOR DETAIL 1'-0"=1'-0" 6" = 1'-0" foU) 4 Q 4. NOTE: VERTICALS PROVIDED LONG.. CUSTOMER TO FIEED CUT AS REQUIRED. VERTICAL MUST BE CUT FROM THE BOTTOM. 4 SERIES 487 OPS STD BOTTOM DOOR RAIL DETAIL W/ @OPTIONAL CRL -US ALUM SERIES 550 WIDE STILE DOOR ARCH REF: CRL - STANDARD BOTTOM DOOR RAIL DE 6" = 1'-0" 9 ID602 N N DOOR OPENING DOOR LEAF HEIGHT 7" STANDARD BOTTOM DOOR RAIL (10" ADA BOTTOM RAIL ALSO AVAILABLE) / DLO 61/2" r1/2" , m PERMIT SUBMITTAL 1 3/4" DOOR OPENING 1/8" t // 6 \ \ \ \ \ \ / / EQ EQ wimilin M-550 M-550 / / 5 DOOR OPENING ID602 N I0602 ID602 3 "ELK)EiiCn 7��c Wo�ap0 ID602 ID602 4) 2 ID602 foU) 4 Q 4. NOTE: VERTICALS PROVIDED LONG.. CUSTOMER TO FIEED CUT AS REQUIRED. VERTICAL MUST BE CUT FROM THE BOTTOM. 4 SERIES 487 OPS STD BOTTOM DOOR RAIL DETAIL W/ @OPTIONAL CRL -US ALUM SERIES 550 WIDE STILE DOOR ARCH REF: CRL - STANDARD BOTTOM DOOR RAIL DE 6" = 1'-0" 9 ID602 N N DOOR OPENING EQUALLY SEGMENTED WALL TO FOLLOW CURVE, DOOR MIN. OPENING 36" ID STOREFRONT OFFICE S40 U) 1/4" = 1'-0" 0) I m PERMIT SUBMITTAL DOOR OPENING 1 \ \ \ \ \ \ ) / / / / / / 4 6 \ \ \ \ \ \ / / EQ EQ wimilin ID602 ID602 7 / / 5 DOOR OPENING ID602 N I0602 ID602 3 1 6 ID602 ID602 4) 2 ID602 7 N ID6Y02/ 2 ID602 EQUALLY SEGMENTED WALL TO FOLLOW CURVE, DOOR MIN. OPENING 36" ID STOREFRONT OFFICE S40 U) 1/4" = 1'-0" 0) N 36" 0"-41/2" DOOR OPENING / 42 / G� ID STOREFRONT OFFICE S45 1/4" =1'-0" ID602 I 6 N I m PERMIT SUBMITTAL DOOR OPENING 1 \ \ \ \ \ \ ) / / / / / / / / N 36" 0"-41/2" DOOR OPENING / 42 / G� ID STOREFRONT OFFICE S45 1/4" =1'-0" ID602 I 6 N EQUALLY SEGMENTED WALL TO FOLLOW CURVE, DOOR MIN. OPENING 36" (CC ID STOREFRONT OFFICE S39 1/4" = 1'-0" 0) N csr ro N I m PERMIT SUBMITTAL rl r N U) N DATE \ \ \ \ \ \ / / EQ EQ wimilin / / N DOOR OPENING ID602 N 4 s- 5 6 1D602 4) rt ID602 7 N r ID602 � ID602 6 �• t-4 1 ID602 3 ID602 ID602 / 2 ID602 2 ID602 ID602 Ak EQUALLY SEGMENTED WALL TO FOLLOW CURVE, DOOR MIN. OPENING 36" (CC ID STOREFRONT OFFICE S39 1/4" = 1'-0" 0) N csr ro N ID STOREFRONT OFFICE S45 1/2" 1'1k- 025 1/4" =11-0" I m PERMIT SUBMITTAL rl r N U) N DATE \ \ \ \ \ \ / / EQ EQ wimilin ID STOREFRONT OFFICE S45 1/2" 1'1k- 025 1/4" =11-0" EQUALLY SEGMENTED WALL TO FOLLOW CURVE CO 1/4" = 1'-0" 0) N I BID SET PERMIT SUBMITTAL DATE \ \ \ \ \ \ / / 4 / / 17" 36" / 1 1/2", 1 1/2'VDOOR OPENING � 60" ID602 N __ 5 Decsription Date 4) rt 10602 ID602 3 6 �• t-4 ID602 ID602 `N° 2 ID602 Ak ID602 N EQUALLY SEGMENTED WALL TO FOLLOW CURVE CO 1/4" = 1'-0" 0) N ID STOREFRONT OFFIC S44 0 z w ICE 0 0 REVIEWED FOR CODE COMPLIANCE APPROVED fi JAN 042013 City of Tukwila BUILDING OHNSON BRAUNDINC. 15200 52nd Ave. South Suite 300 Seattle, WA 98188 Phone 206.766.8300 www.johnsonbraund.com ARCHITECTURE INTERIOR DESIGN Greg L. Allwine, AIA Jeffrey A. Williams, AIA 3380 REGISTERED ARCHITECT .REG L. ALLYING ATE OF WASHINGTON SET ISSUANCE DESCRIPTION BID SET PERMIT SUBMITTAL DATE \ \ \ \ \ \ / / I,- a - .N -NN .-- O— / / 17" 36" / 1 1/2", 1 1/2'VDOOR OPENING � 60" ID STOREFRONT OFFIC S44 0 z w ICE 0 0 REVIEWED FOR CODE COMPLIANCE APPROVED fi JAN 042013 City of Tukwila BUILDING OHNSON BRAUNDINC. 15200 52nd Ave. South Suite 300 Seattle, WA 98188 Phone 206.766.8300 www.johnsonbraund.com ARCHITECTURE INTERIOR DESIGN Greg L. Allwine, AIA Jeffrey A. Williams, AIA 3380 REGISTERED ARCHITECT .REG L. ALLYING ATE OF WASHINGTON SET ISSUANCE DESCRIPTION BID SET PERMIT SUBMITTAL DATE N- '6 0 N N O I,- a - .N -NN .-- O— O Z .- N N Decsription Date 4) rt TUKWILA VILLAGE - SHAG CORPORATE HEADQUARTERS SITE ADDRESS : 14400 TUKWILA INTERNATIONAL BOULEVARD, TUKWILA , WA 98188 OWNER/APPLICANT: 0 w 0 D: a B_ w 0 O >- 0 0 cow CE 0 LL W Z w oz 0 U J OZ —J 5 it Com w c�= Wo w U cr) 50 Q (/) Q m W0Fw • z Z • E O= O J �O W it • ¢ [JJLuce-a w 01 a a. g• z < Lj �3s < z lL 0 J p0 N• < ww 7 WO I— N d I- a 1/4" =1'-0" D602 DOOR MIN. OPENING 36" D STOREFRONT CONFERENCE S38 1/4" =11-0" O z z RECEIVED CITY OF TUKWILA OCT 2 0 2017 PERMIT CENTER PROJECT #: 1026.04 DRAWN BY: ARM CHECKED BY: DWK INTERIOR STOREFRONT ELEVATIONS & DETAILS ID602 PERMIT SUBMITTAL N 4 ID602 6 �• t-4 ID602 `N° ID602 Ak 2 N 10602 DOOR MIN. OPENING 36" D STOREFRONT CONFERENCE S38 1/4" =11-0" O z z RECEIVED CITY OF TUKWILA OCT 2 0 2017 PERMIT CENTER PROJECT #: 1026.04 DRAWN BY: ARM CHECKED BY: DWK INTERIOR STOREFRONT ELEVATIONS & DETAILS ID602 PERMIT SUBMITTAL 3NI 1HO±VW Pt: 18/72 CUSH , 18/72 CAN 9X9 THINK d8 LF/2130 LF/1.5/30 THINK d8 LF/2/30 N 9X9 THINK .ii T 18/66 LF/2130 dS ) 1 ) 9X9 Q 3 A0 3GIS 1HEIa 3CIIS 1J31 FOR REFERENCE ONLY 3CIIS 1H9IcJ GIS U3 0 d 0 a IAIU F� I/\IU N....," rI q„ V S s 29/58/UP -Y =_==Y VS 29/58/UP ----- ----29/58/UP 29/58/UP -, ql Uiii 3 A0 3GIS 1HEIa 3CIIS 1J31 FOR REFERENCE ONLY 3CIIS 1H9IcJ GIS U3 0 d 0 a h 1 GJ 1(1 W 00 z W Q < p 0 1- �S 29/46/UP M )INIHl THINK CO dfl/94/6Z x to U M N THINK 00 C0 ,mss df1/96/6Z T -:- =1;r _i_ g CIRCULATION -119- .C4=== -VH d9E9f111A1 9£2/dl d0131IHM 31132:1V 1• 29/46/UP CO CO Z W U W LL 0 1-1- 0 c.0 (0 )INIHl N /n THINK 0 W 0 0 Co LL 29/46/UP dn/91'/6Z co to THINK dn/96/6Z 0 M M s/1 NNIHI THINK co dfl/917/6Z n c cn 2 1n U 0 M THINK J.. 0 1- U -H df1/96/6Z ------------------- X119 1£ 0 0 0 <n RECEPTION 0 N CO IAIb IAIt0 29/46/UP X NNIH1 THINK 0 IAIb !Alb df1/96/6Z �Iy AMIA AMIA AMIA 2 W 2 = 0 J 0 0 M N AMIA AMIA AMIA gm=1N1 REVIEWED FOR CODE COMPLIANCE APPROVED JAN 0 4 2010 City of Tukwila BUILDING DI`s/IS C'►JJ bri o.�_es/ w Lu J z -J 2 w 2 O a. O U w w SCALE: 1/4" = 1'-0" 1-- 0 z W z W W W CIT PE rojects\Active Projects\S\SHAG \CET1100517_SHAG TUKWILA 1ST FLOOR.cmdrw IAIU I/\IU N....," rI Uiii o 8 fl [ 171 W Z co Z m m TS7WKSPT80 LJ 11- (X U) RATCL3072F UFQ3� LL. _ 11p I Z 40 II I IAlb I I-' `IAlb O U -1 I h 1 GJ 1(1 W 00 z W Q < p 0 1- �S 29/46/UP M )INIHl THINK CO dfl/94/6Z x to U M N THINK 00 C0 ,mss df1/96/6Z T -:- =1;r _i_ g CIRCULATION -119- .C4=== -VH d9E9f111A1 9£2/dl d0131IHM 31132:1V 1• 29/46/UP CO CO Z W U W LL 0 1-1- 0 c.0 (0 )INIHl N /n THINK 0 W 0 0 Co LL 29/46/UP dn/91'/6Z co to THINK dn/96/6Z 0 M M s/1 NNIHI THINK co dfl/917/6Z n c cn 2 1n U 0 M THINK J.. 0 1- U -H df1/96/6Z ------------------- X119 1£ 0 0 0 <n RECEPTION 0 N CO IAIb IAIt0 29/46/UP X NNIH1 THINK 0 IAIb !Alb df1/96/6Z �Iy AMIA AMIA AMIA 2 W 2 = 0 J 0 0 M N AMIA AMIA AMIA gm=1N1 REVIEWED FOR CODE COMPLIANCE APPROVED JAN 0 4 2010 City of Tukwila BUILDING DI`s/IS C'►JJ bri o.�_es/ w Lu J z -J 2 w 2 O a. O U w w SCALE: 1/4" = 1'-0" 1-- 0 z W z W W W CIT PE rojects\Active Projects\S\SHAG \CET1100517_SHAG TUKWILA 1ST FLOOR.cmdrw FOR REFERENCE ONLY CALL CENTER detviltvel OFFICE OFFICE STORAGE LEVEL 1 COMPONENT PLAN - RIGHT SIDE SCALE: 1/4" = 1-0" 1-17E-67ThER CZI�ti�.'—. C —)LIANCE APPROVED JAN 0 4 2018 City of Tukwila BUILDING DIVISION REFERENCE NORTH FOR REFERENCE ONLY uj W 0 W 1 - Oz z0_ J I -- U O Ct J LOU W I j J = W < W Cn W 0- I—Wza OWQz Z CL < EIGIS 1H9ft! EIGIS 1H9Ie1 SNI 1H31WW 3GIS 1fl1 Z4/9£ PK PT Z4/9£ 101 641 641 0 IDI Z41 Nd IdW4 ox Z4/9E x4 4p PT 30/42 36 42 CD 421 w z O 0 EE2 „6- ,1 71. 11L 1S Z4. T 60/42 142 60/42 PK 142 60/42 o wN m 2 10 N r N 2- M. O z = w (nw O 2 0 3 Z4: PK w 2 PT 74/99 ZVI 74109 Z41 PT 0 N d 741Q9 En T 36/42 T42 I_E I 36/42 v W w U O C N 0 0 r T E 1 36/42 w (D g co O M N 07 E42 ..o- ,Z L o REVIEWED FOR CODE COMPLIANCE. APPROVED JAN 0 4 2018 City of Tukwila BUILDING DIVISICNI_, tt uJ 0 LL W -J 2 1-- 0 z UJ U Z UJ w LULL :\Projects`Active Projects\S\SHAG\CET1100517_SHAG TUKWILA_1ST FLOOR.cmdrw FOR REFERENCE 0 7 _„,,I•'Y V „ ti _6 n ti l tl�gp/ 7111°I11„6 � a eai e42 Zb� OPEN OFFICE E4� essa,4j S F42 o� �o M a ar �� \_k Oo-oa 42pr 7 .�,%i 2 O£ /42pr S12 2b� r, ✓P 41�o�wi N! ea/ P`9a�L►� 3p? PTZa `'o/q2 O7�a rn E4? OPEN'�� &OFFICE E42 S18 vis��ig2pr IF F42 F42 Pk 142p 142 p Zb� /42 E42 Zba Pk 142 p 2p 142 Zai pT Zba ;• pk 142 p LY REVIEWED FOR CODE COMPLIANCE APPROVED .IAN 0 4 200 City of Tukwila NOTE: BUILDINGra�V ��.. SEE SHEET 5 FOR PANEL/ELECTRICAL NOTES AND PANEL ELEVATION TYPES. LEVEL 1 PANEL/ELECTRICAL PLAN - RIGHT SIDE SCALE: 1/4" = fe REFERENCE NORTH :Projects\Active Projects\S\SHAG\GET1100517_SHAG TUKWILA_IST FLOOR.cmdrn z J w 01- 0 co (1) cn (6 a) a) 0 N r (Dti CO LLLO m N ` r N ti rd] I- to M 0) LL I- co m N ti (0 o 2 V N LL 1 -Lo w LI_ U - 0z w 1 0 C 10 C 2 ,72 a) c a) Tr N Q) H T N LO M r- M LL f- Lo N r r I ti N 0) 1.0 N ti E 6) 1- Lo (o ti co I- co O M 0 >,� (45 Tr N a) �u N r 0) 0) 1- Lo c co m I- co M co .. 0 41 2 2 m w U I.1 u - 0z LU 0co C Y 2 1-2 a) c a) c0 a) 0. >+ 1— a) IJ N COZZ CV m 2 N r r r- "4' 0) LL I- u) N � EL' 1-Lo O M • Q `41 co N W N I t- rt N I- 14) ct N - LLL H u7 O N m '4. N 0) 1 -to N r- cN N ( Na) I- 19 (0 CO CO CO *.4r• 2 w 0 0L z w w O N 1) Y (a a) a) N Hu m M co 1,:•,.; uT M � M 6) LL 1-- Lo N (0ti (0 M cn o 2 O M 54- T.: A- W r V• CV N" I- co cN T 0)LL I"'u) FOR REFERENCE ONLY Y LLL 1 10 Hco m REVIEWED FOR ODE COMPLIANCE APPROVED JAN 0 4 21116 City of Tukwila BUILDING DIVISION! (f) 0 co M LIS- Li- >� , Y >,� w 0 d N 0 VN' W = r N~ _ 2r E -u) zb Ulla° 020Per/ 0 0 W W W W LL �W V / 0 N0 L1 J 2 2 (Ji z 0 U 0 —J ❑ W w LL z Ct W I.n1.. i:'.Projects,Active Projects\S\SHAG\CET\100517_SHAG TUKWILA_1ST FLOOR.cmdrw Answer Panel Features Property Value Top Cap Profile Thin Top Cap Paint Base Trim All knockouts Thin Junction Trim Paint Materials Property Value Panel Top Cap/Base-Paint Undecided Thin Jct Pkg/Jct Cap-Pnt Undecided Thin Jct Vert Trim-Pnt Undecided Skins Property Value Fabric Direction Horizontal Fabric Undecided Acoustical FabricTackable Steel/MB Undecided Slatwall Undecided Power Property Value Recep/Comm/BPI Undecided Wiring Schematic 3+1 Amp 15 -Amp EE Schemes EE Storage Features Property Value Back Panel -Proud Wood Back Panel -Insert Wood Laminate Front Pulls Contemporary Back Panel -Ped Plinth Base None Mitre Fold Drawer No Key Key Random EE Storage Materials Property Value Low/FS Stg Case -Lam Undecided Low/FS Stg Front-LamUndecided Lock Undecided Back Panel -Lam Undecided Nile Pull Undecided EE Worksurface Features Property Value EE Worksurface Wood Laminate Edge Profile Plastic Square Supports Wood EE Worksurface Materials Property Value Laminate Undecided 3mm Edge Undecided Supports -Lam Undecided Universal Worksurface Features Property Value Type '/2' Cord Drop Worksurface Laminate 1/2" Cord Drop Lam Edge3mm Scallop With Scallop Materials Property Value Laminate Undecided 3mm/Knife Edge Undecided Supports/Modesty PnlUndecided Universal Table Features Property Value Table Laminate Laminate Edge Profile 3mm Materials Property Value Laminate Undecided 3mm/Knife EdgeUndecided Base Column Undecided Base Foot Undecided Universal Storage Scheme FS Stg Feat Property Value Front Flush Steel Flush Pull Integral Key Key Random Ped/Lat Feat Property Value Lateral Height 28" Nominal Lateral Depth 18" Flush/Proud Steel Front Lat Top 1" Steel Lateral Common/lndiv. Top Laminate Lateral Dwr Interiors Hanging Folder Bars Lateral Counterweight Package Yes FS Stg Mat Property Value Case/Steel Front Undecided Lock Undecided Think Think Features Property Value 3D Knit Back No Upholstery Color Scheme Non -Contrasting Arms Lumbar Option Cylinder Type Base Type Caster or Glide Type Soil Retardant Option Fire Code Seating Think Materials Height,Width,Pivot,Depth Arm Adjustable Lumbar Standard Range Plastic Base Hard Casters No Soil Retardant No Fire Code Property Value Upholstery-Seat5550: COTTON 3D Knit Back Undecided Frame 6205: BLACK Height -Adjustable Desks - Series 3, 5, and 7 Series 5 Property Value Edge Profile Univ Table Top -Laminate Undecided Edge -Univ Systems Undecided Base Undecided Height -Adjustable Desks - Migration, Airtouch, and Walkstation Migration Property Value Controller Up/Down Top - LaminateUndecided Edge Undecided Base Undecided TS Series Storage Ped/Lat/Tower Features Property Value Ped/Mobile/Lat Pull Handle Mobile Ped Type Box/File BF Mobile Ped Cstrsl 1/2" Dia. Key Key Plug Ped/Lat/Tower Materials Property Value Mobile Ped/Wkst LatUndecided Ledge Pull Undecided Akira Features Property Value Top Laminate Lam -Edge Flat Vinyl Base Height Std Ht Casters No Gangerw/mod pwr Flex Ganger w/o mod pwrNone Materials Property Value Laminate Undecided Vinyl EdgeUndecided Base Undecided Axil Z Undecided Power Property Value Horz Wire MgrNo LEVEL 1 FINISH SCHEDULES NOTE: LAMINATE COMMON TOP VARIES IN FINISH, FINISHES AS NOTED IN SPEC FOR EACH AREA. 2535: VIRGINIA WALNUT (HPL) 6242: VIRGINIA WALNUT EDGE 2730: ARCTIC WHITE (HPL) 6009: ARCTIC WHITE EDGE ALL LATERAL FILES TO HAVE UNIVERSAL BASE. AKIRA TABLES TO HAVE MINIPORT WITH (2) POWER AND (2) DATA WITH PLUG INFEED. Finish Code Legend HS 5F97 5F97: BLIZZARD Slatwall 7241 7241: ARCTIC WHITE Commodity Code Legend HS Steel SW Slatwall TK Tackable Acoustical FINISH SCHEDULE FINISH #: FINISH DESCRIPTION: APPLICATION: NOTES: 5H18 TEAK LATERL FILE CUSHION X 3797-702 GRADED IN PRICE GROUP 3 CHAIR UPHOLSTERY JENNY ROUND LOW X DESIGNTEX LOWER SURROUND FINISH HIGHTOWER BRECK TABLE SMALL & LARGE 6249 BRUSHED FLANNEL PLASTIC AMIA CHAIR, UPHOLSTERED COM SEAT FABRIC: MFR: MOMENTUM (MOM01) PATTERN: ACE COLOR: 09104423, DREAM CASTERS: HARD FLAME HORIZONTAL 2535 VIRGINIA WALNUT CAMPFIRE PERSONAL TABLE X QN08 QIVI NET, LICORICE NET QIVI CHAIR, MESH BACK 6205 PLASTIC, BLACK BASE UPH: COM (MOM01) MOMENTUM: ACE 09104423 COLOR: DREAM VERTICAL HARD CASTER 4799 PLATINUM METALLIC X FYI MONITOR ARM UNIVERSAL TABLE OPEN LEG X X X ROOM WIZARD STANDARD MOUNT 4799 PLATINUM METALLIC PRIMARY & INFILL FINISH MEDIA:SCAPE TABLE STOOL 2730 ARCTIC WHITE TOP SURFACE HEIGHT 6009 ARCTIC WHITE EDGE FINISH 6 PUCKS: (2) MINI DISPLAY, (2) HDMI, (1) VGA, (1) DISPLAY PORT 4 DISPLAYS VIRTUAL & PHYSICAL PUCKS 4799 PLATINUM METALLIC FRAME PAINT MOVE CHAIR - OFFICE 6009 ARCTIC WHITE PLASTIC SHELL HARD GLIDE 5S23 WASABI SEAT UPHOLSTERY NO ARMS X PLATINUM MATTE POWDERCOAT AKIRA TABLE WIRE MANAGER X LUNA TEXTILES; MICRO X LUMBAR PILLOW BUBBLY, ORANGE X MOMENTUM; ALDO, CAPRI X LUMBAR PILLOW X MOMENTUM; CAIRNS, ATOLL X LUMBAR PILLOW X MOMENTUM; CROSSING X LUMBAR PILLOW COLORS, PERIDOT X X X KELLEX LIDIA LOUNGE CHAIR COM FABRIC: SAMELSON/EMPIRE, COLORWAY: LINEN X WHITE TABLE COLOR MARTINI TABLE WITH GLASS CLEAR GLASS GLASS TOP TOP FINISH SCHEDULE FINISH #: FINISH DESCRIPTION: APPLICATION: NOTES: 8040 6242 6000 2535 ALUMINUM MATTE VIRGINIA WALNUT BLACK VIRGINIA WALNUT BASE EDGE PLASTIC TOP SURFACE SW1 WORK TABLE AND CONFERENCE TABLE CONF. TABLE TO HAVE POWER PODS X DESIGNTEX BRUSHED FLANNEL/FLAME UPHOLSTERY FINISH KEILHAUER JUXTA CHAIR LOW BACK WITH ARMS AND SLED BASE. LEG FINISH: CHROME GLIDE OPTION: STANDARD FOR CARPET X DESIGNTEX PATTERN/COLOR: BILLIARD CLOTH (3549-103), TEAK TOP: WALNUT LOWER SURROUND FINISH HIGHTOWER BRECK TABLE SMALL & LARGE 6249 PLATINUM SOLID PLASTIC AMIA CHAIR, UPHOLSTERED COM SEAT FABRIC: MFR: MOMENTUM (MOM01) PATTERN: ACE COLOR: 09104423, DREAM CASTERS: HARD REVIEWED FOR CODE COMPLIANCE APPROVED JAN 0 4 2018 City of Tukwila ,��, i�;il_,litr.Jia\1.1 ari U a j E U 0 0 J I1 I- FOR REFERENCE ONLY r 0 C. TYP. WORKSTATION ELEVATIONTYP. WORKSTATION ELEVATION /A-TYP. WORKSTATION ELEVATION ROOM S01 /BTYP. WORKSTATION ELEVATION ROOM SOl�C�ROOM S05 (6X6) p ROOM S05 (6X8) /SCALE: 1/2" = 1'-0" \ /SCALE: 1/2" = 1'-0" \ /SCALE: 1/2" = 1'-0" \ /SCALE: 1/2" = 1'-0" • TYP. WORKSTATION ELEVATION AREA S12 (6X6)% (TYPI WORKSTATION ELEVATION AREA S12 (6X SCALE: 1/2" = 11-0" ', F SCALE: 1I2' = 11-0" TYP. WORKSTATION ELEVATION AREA S18 (MRKT. &ACCT.)/ SCALE: 1/2" = 1'-0" TYP. PRIVATE OFFICE ELEVATION SCALE: 1/2" = 1-0" 0 TYP. WORKSTATION ELEVATION AREA S18 (6X6 & 6X8) SCALE: 1/2" = 1'0" I- — TYP. WORKSTATION ELEVATION AREA S24 (6X6 & 6X8) SCALE: 1/2" = 1'-0" REVIEWED FOR CODE COMPLIANCE APPROVED JAN 0 4 2013 City of Tukwila BUILDING DIVISION tf41/.., 8.gv FOR REFERENCE ONLY cr P 3N11HOIVIAI 301S 1H9121 3CIIS _L131 >- p w Q. 0 I- 0 Z OQW 0 LI: 0 FOR REFERENCE ONLY IS _LH91 GIS td3 uJ 0 w 2 uJ 0 3A01/'J AOtA 2 00 Z 0 —J uJ 0 2 w 0 w 0 LLJ 0 uJ 0 w 0 1 • ", REVIEWED FOR CODE COMPLIANCE APPROVED JAN 0 4 213 City of Tukwila BUILDING 1.24‘„/M::::4'...] w LL LLJ _J 1 z a. 1- z uJ z 0 LLI w _1 UJ $1,Z riwy 0208r ‹rTci 0 w z w tx w w (ev CIT PE iftProjects \Active Projects1S \SHAG \CET1100517_SHAG TUKVVILA_MEZZANINE.cmdrw OPEN OFFICES zl J UI H MEZZANINE LEVEL COMPONENT PLAN - RIGHT SIDE SCALE: 1/4" = 1'-0" FOR REFERENCE ONLY DI REVIEWED FOR CODE COMPLIANCE PLIANCE APPROVED D JAN 042010 City of Tukwila BUILDING DI` ISiOi' REFERENCE NORTH CIT PE i:,Projects\Active Projects\S\SHAG\CET1100517_SHAG TUKWIL4_MEZZANINE.cmdrw FOR REFERENCE ONLY OPEN OFFICES OPEN OFFICE REVIEWED FOR CODE COMPLIANCE APPROVED JAN 0 4 2010 MEZZANINE LEVEL PANEL PLAN - RIGHT SIDE SCALE: 1/4" = 1'-0" City of Tukwila Frame Types TK/12 5F97 TK/24 5F97 A Qty: 4 H:42 W:30 TK/12 5F97 TK/24 5F97 D Qty: 3 H:42 W:30 TK/36 5F97 G Qty: 6 H:42 W:36 TK/36 5F97 J Qty: 7 H:42 W:36 HS/12 7241 MB TK/24 5F97 M Qty: 2 H:42 W:36 TK/12 5F97 TK/24 5F97 TK/36 5F97 SW/12 7241 TK/24 5F97 TK/12 5F97 TK/24 5F97 TK/12 5F97 TK/24 5F97 - PANEL ELEVATIONS TK/36 5F97 B Qty: 3 H:42 W:30 TK/12 5F97 TK/24 5F97 E Qty: 1 H:42 W:30 HS/12 MB 7241 TK/24 5F97 HS/12 MB 7241 TK/24 5F97 TK/12 5F97 TK/24 5F97 H Qty: 9 H:42 W:36 HS/12 7241 MB TK/24 5F97 K Qty: 3 H:42 W:36 H S/12 7241 MB TK/24 5F97 N Qty: 2 H:42 W:36 HS/12 MB 7241 TK/24 5F97 C Qty: 1 H:42 W:30 HS/12 MB 7241 TK/24 5F97 TK/12 5F97 TK/24 5F97 TK/36 5F97 HS/12 7241 MB TK/24 5F97 F Qty: 1 H:42 W:30 SW/12 7241 TK/24 5F97 HS/12 MB 7241 TK/24 5F97 SW/12 7241 TK/24 5F97 Qty: 3 H:42 W:36 SW/12 7241 TK/24 5F97 L Qty: 3 H:42 W:36 SW/12 7241 TK/24 5F97 TK/12 5F97 TK/24 5F97 Electrical Symbols 6 POWER INFEED LOCATIONS. MPI: MULTI-PURPOSE INFEED, BPI: BASEFEED POWER INFEED Answer Panel Features Property Value Top Cap Profile Thin Top Cap Paint Base Trim All knockouts Thin Junction Trim Paint Materials Property Value Panel Top Cap/Base-Paint 7241: ARCTIC WHITE Thin Jct Pkg/Jct Cap-Pnt 7241: ARCTIC WHITE Thin Jct Vert Trim-Pnt 7241: ARCTIC WHITE Skins Property Value Fabric Direction Horizontal Fabric 5F97: BLIZZARD Acoustical FabricTackable Steel/MB 7241: ARCTIC WHITE Slatwall 7241: ARCTIC WHITE Power Property Value Recep/Comm/BP16009: ARCTIC WHITE Wiring Schematic 3+1 Amp 15 -Amp EE Schemes EE Storage Features ,Property Value Back Panel -Proud Laminate Back Panel -Insert Laminate Laminate Front Pulls Nile Pull Back Panel -Ped Plinth Base None Mitre Fold Drawer Yes Key Key Random EE Storage Materials Property Value Low/FS Stg Case-Lam2535: VIRGINIA WALNUT (HPL) Low/FS Stg Front-Lam2535: VIRGINIA WALNUT (HPL) Lock 9201: POLISHED CHROME Back Panel -Lam 2535: VIRGINIA WALNUT (HPL) 4799: PLATINUM METALLIC Nile Pull Universal Worksurface Features Property Value Type '/2' Cord Drop Worksurface Laminate 1/2" Cord Drop Lam Edge3mm Scallop With Scallop Materials Property Value Laminate 2535: VIRGINIA WALNUT (HPL) 3mm/Knife Edge 6242: VIRGINIA WALNUT Supports/Modesty Pn14799: PLATINUM METALLIC Universal Table Features Property Value Table Laminate Laminate Edge Profile 3mm Materials Property Value Laminate 2535: VIRGINIA WALNUT (HPL) 3mm/Knife Edge6242: VIRGINIA WALNUT Base Column 4799: PLATINUM METALLIC Base Foot 4799: PLATINUM METALLIC FINISH SCHEDULE FINISH #: FINISH DESCRIPTION: APPLICATION: NOTES: 6D12 4018 2730 WHITE SILVER METALLIC ARCTIC WHITE VINLY EDGE FRAME TOP ENEA 36" DIAMTER TABLE 4799 6009 PLATINUM METALLIC ARCTIC WHITE FRAME PAINT PLASTIC SHELL MOVE CHAIR - NO ARMS COM SEAT FABRIC: MFR: MOMENTUM (MOM01) PATTERN: SILICA COLOR: 09122606, TROPIC SOFT CASTER 4799 6009 PLATINUM METALLIC ARCTIC WHITE FRAME PAINT PLASTIC SHELL MOVE STOOL - NO ARMS COM SEAT FABRIC: MFR: MOMENTUM (MOM01) PATTERN: SILICA COLOR: 09122606, TROPIC SOFT GLIDES 3722-101 GRADED IN PRICE GROUP 3 DESIGNTEX TWEED MULTI TAUPE HORIZONTAL CHAIR UPHOLSTERY JENNY ROUND LOW 6249 PLATINUM SOLID PLASTIC AMIA CHAIR, UPHOLSTERED COM SEAT FABRIC: MFR: MOMENTUM (MOM01) PATTERN: ACE COLOR: 09104423, DREAM CASTERS: HARD MEZZANINE LEVEL FINISH SCHEDULES Universal Storage Scheme FS Stg Feat Property Value Front Flush Steel Flush Pull Integral Key Key Random Ped/Lat Feat Property Value Lateral Height 28" Nominal Lateral Depth 18" Flush/Proud Steel Front Lat Top No top Lateral Common/Indiv. Top Laminate Lateral Dwr Interiors Hanging Folder Bars Lateral Counterweight Package Yes FS Stg Mat Property Value Case/Steel Front 4799: PLATINUM METALLIC Lock 9201: POLISHED CHROME Think Think Features Property Value 3D Knit Back Arms Lumbar Option Cylinder Type Yes Height,Width,Pivot,Depth Arm Adjustable Lumbar Standard Range Base Type Plastic Base Caster or Glide Type Hard Casters Soil Retardant Option No Soil Retardant Fire Code Seating No Fire Code Think Materials Property Value Upholstery-Seat5S23: WASABI 3D Knit Back 5090: WASABI Frame 4799: PLATINUM METALLIC Height -Adjustable Desks - Series 3, 5, and 7 Series 5 Property Value Edge Profile Univ Systems Top -Laminate 2535: VIRGINIA WALNUT (HPL) Edge -Univ Systems 6242: VIRGINIA WALNUT Base 4799: PLATINUM METALLIC FOR REFERENCE ONLY NOTE: LAMINATE COMMON TOP VARIES IN FINISH, FINISHES AS NOTED IN SPEC FOR EACH AREA. Height -Adjustable Desks - Migration, Airtouch, and Walkstation 2535: VIRGINIA WALNUT (HPL) Migration 6242: VIRGINIA WALNUT EDGE Property Value Controller Up/Down Base Only (Omit Top) No Top - Laminate 2535: VIRGINIA WALNUT (HPL) Edge 6242: VIRGINIA WALNUT Base 4799: PLATINUM METALLIC TS Series Storage Ped/Lat/Tower Features Property Value Ped/Mobile/Lat Pull Handle Ped Pencil Tray Yes Mobile Ped Type Box/File BF Mobile Ped Cstrsl 1/2" Dia. Key Key Plug Ped/Lat/Tower Materials Property Value Mobile Ped/Wkst Lat4799: PLATINUM METALLIC Ledge Pull 4799: PLATINUM METALLIC 2730: ARCTIC WHITE (HPL) 6009: ARCTIC WHITE EDGE ALL LATERAL FILES TO HAVE UNIVERSAL BASE. Finish Code Legend HS 5F97 5F97: BLIZZARD Slatwall 7241 7241: ARCTIC WHITE Commodity Code Legend HS Steel SW Slatwall TK Tackable Acoustical FINISH SCHEDULE FINISH #: FINISH DESCRIPTION: APPLICATION: NOTES: 4141 PLATINUM MATTE COLUMN POWDERCOAT E TABLE 6242 VIRGINIA WALNUT VINYL EDGE 1 BAY, POWER INFEED, END 2535 VIRGINIA WALNUT TOP BASE 4746 SILVER MICA BAY PAINT 1 BAY, 3+0 WIREWAY 4799 PLATINUM METALLIC FRAME PAINT MOVE CHAIR - OFFICE 6009 ARCTIC WHITE PLASTIC SHELL HARD GLIDE 5S23 WASABI SEAT UPHOLSTERY NO ARMS X DESIGNTEX LOWER SURROUND FINISH HIGHTOWER BRECK TABLE PATTERN/COLOR: BILLIARD SMALL CLOTH (3549-103), TEAK TOP: WALNUT X DESIGNTEX 3661-403 UPHOLSTERY FINISH KEILHAUER JUXTA CHAIR LOW PATTERN: ADLER BACK WITH ARMS AND SLED COLOR: CERULEAN BASE. LEG FINISH: CHROME GLIDE OPTION: STANDARD FOR CARPET X X X ROOM WIZARD STANDARD MOUNT X PLATINUM METALLIC X FYI MONITOR ARM 4799 PLATINUM METALLIC FRAME PAINT MOVE CHAIR - NO ARMS 6009 ARCTIC WHITE PLASTIC SHELL SEAT: COGENT CONNECT 5S23 WASABI HARD GLIDE * FOR USE IN PRIVATE OFFICES 1'1 REVIF L.. -D FOR CODE COMPLIANCE APPROVED JAN 0 4 2010 City of Tukwila BUILDING DMS C, ;',a C .Projects\Active ProjecIKS\SHAG\CET\100517_SHAG TUKWILA_MF77ANINE.cmdrm 0 O OFFICE ELEVATION ELEVATION @ S41_1 AND 2 )TYP. SCALE: 1/2" = 1'-0" (B)ELEVATION SCALE: 1/2" = 1'-0" ELEVATION @ S41_6 & 7, S41_8 & 9 SIM. D SCALE: 1/2" = 1-0" FOR REFERENCE ONLY ELEVATION @ S41_3 THRU 5 SCALE: 1/2" = 1-0" (E)ELEVATION @ S41_1OTHRU 12, S41_13THRU 15 SIM. ELEVATION @ S45A_1 SCALE: 1/2" = 1-0" REVIEWED FOR CODE COMPLIANCE APPROVED JAN 04 MG City of Tukwila ..;, aaa CI :\ProjectsWctive Projects;S\SHAGlCE11100517_SHAG TUKWIA_MF77ANINE,cmdrw P