The URL can be used to link to this page

Home My WebLink AboutPermit D17-0248 - CATALYST WORKPLACE ACTIVATION - TENANT IMPROVEMENTCATALYST WORKPLACE ACTIVATION 10848 E MARGINAL WAY S D17-0248 Parcel No: Address: D 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 0323049164 Permit Number: D17-0248 10848 E MARGINAL WAY S Project Name: CATALYST WORKPLACE ACTIVATION Issue Date: 10/30/2017 Permit Expires On: 4/28/2018 Owner: Name: E MARGINAL WAY PROPS LLC Address: 3006 NORTHUP WAY STE 101, BELLEVUE, WA, 98004 Contact Person: Name: JENNIFERJ WHITE Address: 10848 E MARGINAL WAY S , TUKWILA, WA, 98168 Contractor: Name: HOWARD S WRIGHT Address: 415 1ST AVE N SUITE 400, SEATLE, WA, 98109 License No: HOWARSW863BG Lender: Name: CATALYST WORKPLACE ACTIVATION Address: 10848 E MARGINAL WAY S , TUKWILA, WA, 98168 Phone: (206) 762-8818 Phone: (206) 447-7654 Expiration Date: 1/7/2019 DESCRIPTION OF WORK: INTERIOR TI OF EXISTING OFFICE SPACE. REMOVE PARTITION WALLS, REARRANGEMENT OF DEMOUNTABLE WALLS TO CREATE A MORE OPEN PLAN, NEW FLOORING AND WALL FINISHES. EXISTING STRUCTURE TO REMAIN. Project Valuation: $275,000.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: Electrical Service Provided by: TUKWILA Fees Collected: $5,361.08 Occupancy per IBC: M Water District: TUKWILA 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 296-46B: WA State Energy Code: 2014 2014 2014 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 No LikDA.3 Permit Center Authorized Signature: Date: /U 3 0~1 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 regu ing constructio the performance of work. I am authorized to sign and obtain this development • - • it a :ree to the c. • tions attached to this permit. Signature: told .I� Date: % Print Name: 0 VC -it 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) 0 O 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). 20: 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) 19: 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) 21: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 22: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 23: 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) 24: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 25: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 26: ***BUILDING PERMIT CONDITIONS*** 27: 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. 28: 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. 29: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. ASCE 7, Chapter 13. 30: 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. 31: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 32: 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. 33: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 34: 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. 35: 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. 36: 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). 37: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 38: 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. 39: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 0 0 PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0611 EMERGENCY LIGHTING 1400 FIRE FINAL 0409 FRAMING 0606 GLAZING 0406 SUSPENDED CEILING CITY OF-TUK Community Development Department Public Works Department ' Permit Center; _ T 6300 Southcenter Blvd., Suite 100 Tukwila, WA :.98188? , http://www.TulcwilaWA.gov 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 Address: 10848 E MARGINAL WAY S King Co Assessor's Tax No.: 032304=9164 Suite Number: • n.a. Floor: 1 Tenant Name: CATALYST WORKPLACE ACTIVATION ft-itt OWNFIt„ , r t is Building Perm tq Ngo.� Address: 3006 NORTHUP WAY, SUITE 303 City: BELLEVUE State: WA zip: 98004 ProjectNo Date,Appllcation Accepted DateApphcanonExpires• Phone: (206) 762-8818 Fax: . 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 Address: 10848 E MARGINAL WAY S King Co Assessor's Tax No.: 032304=9164 Suite Number: • n.a. Floor: 1 Tenant Name: CATALYST WORKPLACE ACTIVATION ft-itt OWNFIt„ , r t is Name: MC CONKEY DEVELOPMENT CO. Address: 3006 NORTHUP WAY, SUITE 303 City: BELLEVUE State: WA zip: 98004 CON argiii,ERSON p- isliffieWiall praject MiidiVtlon � ` � r3 i�; Name: JENNIFER J. WHITE Company Name: MG ARCHITECTURE Address: 10848 E MARGINAL WAY S Architect Name: RICHARD GLASMAN City: TUKWILA State: WA Zip: 98168 Phone: (206) 762-8818 Fax: . Email: jwhite@catalystactivation.com Phone: (206) 251-5782 Fat: GENERAL CON4,; TO WC010 AZaION Company Name: HOWARD S. WRIGHT Company Name: MG ARCHITECTURE Address: 415 1ST AVE N, SUITE 400- Architect Name: RICHARD GLASMAN Cit31: SEATTLE State: WA Zip: 98109 Phone: Fax: (206) 447-7699. City: SEATTLE State: WA Contr Reg No.: Exp Date: Phone: (206) 251-5782 Fat: Tukwila Business License No.: 6024351887 Email: richardg@mgalchitecture.net I1:\Applications\Forms-Applications On Line 12011 ApplicationsWerinit Application Revised - 8-9-11.docx Revised: August 2011 bh New Tenant: Yes :.No FAI ^ Company Name: MG ARCHITECTURE Company Name: Architect Name: RICHARD GLASMAN Address: 2212 18TH AVE. S , City: SEATTLE State: WA Zip: 98144' Phone: (206) 251-5782 Fat: Email: richardg@mgalchitecture.net State: IENOW:0 OF RECORID Name: Catalyst Workplace Activation . • . Address: ,10848 -E MARGINAL WAYS Company Name: Engineer Name: " • - Address: City: State: Zip: Phone: Fax: Email: ENER%I3CND ISSUEll (requ red fa:0,-otects $54't r greate per RCW�19 27g095j �A Name: Catalyst Workplace Activation . • . Address: ,10848 -E MARGINAL WAYS City: TUKWILA • State: WA ,Zip:' 98168 Page 1-of4 Valuation: Valuation of Project (contractor's bid price):.$275,000 :. E •. xisting Building. Valuation: $ 5 327;000 Describe'the scope of work (pleaseprovide detailed information): e -Interior tenant improvement of existing office space. Most of work to involve removal of existing, non: structural interior. partition walls and rearrangement of demountable walls to create a more open plan, new flooring and wall finishes: Existing structure to , remain as is. Additional work under separate permit to include repositioning/redesign of existing light fixtures, mechanical and sprinkler system. Will there be new rack storage? ❑ Yes E.. No If yes, a separate permit and plan submittal will be required. '^ FK:'by:. -`, _,_" "i ¢.' ... • ay` ,d _ ,. 'oa � � �� g '*s. �� • s ' e py,5 Mildx Rin yta' �Ayd+ditYon to ,�,� � i v F'xlstm �2e �, <, Structure� � ,a " . `�' `' � c"ax ��•d � New 7 , �, ype of . per Construction peri t i �� Typeofr,ec� Paan "«4- r Occupant y�per 1 nFloor��,'' °` 87,205 8,648 masonry ' B j "Pluoi Floor�� s F• (Floors thru • Basement:" s Accessory,Strueat** 4.7 Attached Garaged .-: a- . d t ara. `g Y . etaclied Garage• -- Attachedre, arport//�• '�R�pa�Si'ry5 3 4 ➢ 'Detached Carport CWeld aDeck 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: 13Z) Compact: Handicap: Will there he a change in use? 0 Yes 0 No If "yes",'explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ® Sprinklers ® Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use offlammable, 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 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line \2011 ApplicationsU'ermit Application Revised - 8-9-11.docx Revised: August 2011 Page 2 of 4 Scope of Work (please provide detailed information): N.A. Call before you Dig: 811 lease refer to Public Works Bulletin #1 'for fees>an estimate sheet Water District ❑ ...Tukwila ❑ ... Water District #125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate ❑ Highline ❑ ... Valley View ❑ .. Renton 0...Sewer Availability Provided ❑ .. Renton El .. Seattle Septic System: r ❑ 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") 0 ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ..▪ .Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way ❑ ...Total Cut cubic yards ❑...Total Fill cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑• ❑• ❑• ❑. ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑ ...Traffic Impact Analysis 0 ...I-Iold 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 11 ❑ ...Permanent Water Meter Size... ❑ ...Temporary Water Meter Size .. ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public ❑ ...Water Main Extension Public 51 11 51 11 ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation 1=1.. Utility Undergrounding WO # WO# WO # ❑ ...Deduct Water Meter Size Private 0 Private ❑ 11 FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Mailing Address: Day Telephone: City State Zip H:\Applications\rormsApplication On Line12011 Applications\permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 3 of 4 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. BUILDIN Signature: Print Name: Mailing Address: 10848 E Marginal Way S Date: 09/12/2017 Day Telephone: (206) 762-8818 Tukwila WA 98168 H:Wpplications\FormsApplication On Line\201 I Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh City State Zip Page 4 of 4 OFF HOURS INSPECTION Reimbursement authorization/approval to conduct inspection activities during off hours. Date: (243 L 17 Requested By: Pa.) ta-C-k LJ(3,611N._ Permit Number: D 11 - 8 Firm/Company: C Otn) -CGL S Inspection Information Project Name: l A ty S+ Project Address/Location: I O y V✓1G r�i AcA- LA) S Requested Date for Inspection: )z1 wow eve- lvc,L IOh Contact Name: f-1-noLj S i i vis ero,ey cj Special Conditions for Consideration: Requested Time: Co =3O AI/PM Phone Number: -LOC.- `(Y7-`765 ** Contractor will be charged a minimum for three (3) hour inspection time for any off -hours inspection work at $102.00 per hour (minimum total of $306.00). This is to be paid at the time of request. ** The undersigned, as an authorized representative of the above firm, hereby agrees to reimburse the City for its overtime inspections on the above referenced project. A separate invoice will be issued for all inspection time in excess of three (3) hours. Signature: Printed Name: 4-0._c k.wz r- t Date: 1 Z11 111 City Use Only: Approved: Disapproved: Date of Approval/Disapproval: Authorized Reviewer: Paid: 4 Receipt No1I) I l' Remarks: W:\Permit Center\Applications-Handouts\Templates \Forms\Off Hours Inspection 1-2017.docx Revised: January 1, 2017 LJ„ li''r J I;. Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $315.18 D17-0248 Address: 10848 E MARGINAL WAY S Apn: 0323049164 $315.18 Credit Card Fee $9.18 Credit Card Fee R000.369.908.00.00 0.00 $9.18 DEVELOPMENT $306.00 PERMIT REINSPECT FEE - AFTER HRS INSP FEE TOTAL FEES PAID BY RECEIPT: R12972 R000.359.000.00.01 0.00 $306.00 $315.18 Date Paid: Thursday, December 07, 2017 Paid By: PAUL HACKWORTH Pay Method: CREDIT CARD 06282D Printed: Thursday, December 07, 2017 2:22 PM 1 of 1 CsYs7EMs Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $3,313.03 D17-0248 'Address: 10848 E MARGINAL WAY S Apn: 0323049164 ' $3,313.03 Credit Card Fee $96.50 Credit Card Fee R000.369.908.00.00 0.00 $96.50 DEVELOPMENT $3,063.58 PERMIT FEE R000.322.100.00.00 0.00 $3,059.08 WASHINGTON STATE SURCHARGE 8640.237.114 0.00 $4.50 TECHNOLOGY FEE $152.95 TECHNOLOGY FEE 'TOTAL FEES PAID BY RECEIPT: R12682 R000.322.900.04.00 0.00 $152.95 $3,313.03 Date Paid: Monday, October 30, 2017 Paid By: PETER HANDFORD Pay Method: CREDIT CARD 004757 Printed: Monday, October 30, 2017 1:15 PM 1 of 1 (SYSTEMS rr LA Itiq s �I908 Cash Register Receipt City of Tukwila Receipt Number R12321 DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $2,048.05 D17-0248 Address: 10848 E MARGINAL WAY S Apn: 0323049164 $2,048.05 Credit Card Fee $59.65 Credit Card Fee R000.369.908.00.00 0.00 $59.65 DEVELOPMENT $1,988.40 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R12321 R000.345.830.00.00 0.00 $1,988.40 $2,048.05 Date Paid: Thursday, September 14, 2017 Paid By: MARK WOLF Pay Method: CREDIT CARD 088603 Printed: Thursday, September 14, 2017 11:46 AM 1 of 1 SYSTEMS INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 11%-0,246' Project: '-�A-t is r �/ogKP ki Type of Inspection: verriew Address: /&8$16 £ ,14Gn1k - 4'11'1 Date Called: 5 Special Instructions: 8vlL-DI)K-Aliki- Date Wanted: /I-Av- / ". Requester: Phone No: Approved per applicable codes. E Corrections required prior to approval. COMMENTS: o/<-- PinA-r- Inspector: Date: `1_/6 —/ 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 0/7 -02 -Lar 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 Proje n 144 tab U Address: A� � $Tyee ted s .6 Special Instructions:/OR'/7 l 00 P. 01 , date Wante • �T Request r./^ Pho: 22-o -- ?to -6E02_ ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: (.4 q li ss; >� vim- <<4/,1-6 f meitsew Inspector Date v - / REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. D i'1-021}gI 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 Proj fit:- I _ i5`7 tt% /s cr Type of Inspection: `3 \ N9 FINAL. : Ad ress�J /0698 E. � .c t i Date Called: Special Instructions: ()t P1-4/1 11At ( .-Le,-ot f t9'+'L f c, �J 'Date Wanted: (Q-iy-Zen' am: P• (. 2 - zir3--233"- 13 1 Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: _ r t 1 Ilam\ � , i f kl 'l 3 fO If / ve., / or,1 c- f4jpd4ol%f)ev1- < ()t P1-4/1 11At ( .-Le,-ot f t9'+'L f c, imo_,,_f/e.SG!-/SJ / G k e ! �/'_ / I; I -15(9te-Ti cJ1 . l (. 2 - zir3--233"- 13 1 / Inspector: / . Date:6 1,4_706,.._ 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 Di -7-62,4y 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: a-lbd---.1 f t lack �� Type of Inspection: �c L v ZJ I J– Address: lcgLig' E. 14 /H� r d Date Called: Special Instructions: Date W ted:zit m. Requester: — Phone No: 7 — 62_ DApproved per applicable codes. Corrections required prior to approval. COMMENTS: �� Ci t -( l k►cz"r. of to - ir_ 1 ` ./ice a aLAS 0/Lc1 /44 i — 7 — 62_ / iii :2 rc f 2-) 77 co n I r' l„ th-- . rks';k r pl--Ate-i Co ki.S7.--`vnS neo- 4 13 i LL e 3-2 -93 Inspector: SL Date: (_//) 2i)/(:„ 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 ,,j7-o2Vt Project: c' r,T Yom- Type of Inspection: : J 4 ( Govol L/cjr/A/cr Address: Date Called: Special Instructions: Date Wanted:�7 1,— ��/''7 a.m. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: DR. rwt 26,6ive/ LU6Kr7X G, Inspector: Date: 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 D17-0246 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: en -7-4-2Y57— WORkfltlee fr77 Type of Inspection: Ttal 5-0,5p4A40ED G 'lural_ Address: /0816 4, f'✓1f3+ONAL IN Date Called: Special Instructions: Date Wanted: i "2 -c 7 ml a.p.m. Requester: -lb IA Phone No: Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: a .-. SV3 P ✓A RW .0 �c `f � i N'� A e stec-7761 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 D17-oagg Project: CA- YST juo,q /1/Ma 7fl f7k/�OSPtNDi Type of Inspection: D C/f/LJ Vc Address: /O8'98 .', 44 6-/AVIL W4)11 s, Date Called: Special Instructions: Date Wanted: ZZ -1/-)7 a.m. p.m. Requester: efiAD Phone No: 2( (v -S -3)c57 Approved per applicable codes. Corrections required prior to approval. COMMENTS: -11 .gypc/VO ei'1L-i)k-t jYki, q' £ sreTrc 1. Inspector: Date: 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 Di -7-624e) PERMIT NO. [I 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: g y Address: /D d% , Q/Mt i0AY. Date Called: S, Special Instructions: i."9"411).kl -- eouiff44 Date Wanted: Ca.mi) /%a -j7 !p.m. Requester: CHAD Phone No: 20112—'011r-307 2 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Ofd - f&trVI i N G-- 6 < //d/c77-- eouiff44 limn 1 L ii • ix erRia pi..vm .5.11,1 e - km aka Inspector: Date: `/, mor 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 01- ba I1 -S -- i33 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: L__.0... -.....L.,\-- Sprinklers: Type of Inspection: lie v" Address: f Suite #: I08(4o '� W g , Contact Person: Special Instructions: Hrs.: , Phone No.: _Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: /Ca S,P he4-,Gf /4),S//.�..( a -d or ja Ida c Hrs.: , — c1(_- -�C-cCiv ex-- - f /v/h ( — f ---NS E z_ /s .. -' 4n/ ;r lij-vrite kV .„---7-. ! ,725: ,//CJI/, c�-r, / e67 Jig .6iG. o sfC'.f / li. ,(e -, p (C r t -i Q tf-w rt v 9 k c,. u Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: , Inspector:, ,.r.. , ) s j Date: / 2/ 5// 7 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 5/1/2018 City of Tukwila Department of Community Development JENNIFER J WHITE 10848 E MARGINAL WAY S TUKWILA, WA 98168 RE: Permit No. D17-0248 CATALYST WORKPLACE ACTIVATION 10848 E MARGINAL WAY S Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period. of 180 days. Your permit will expire on 6/6/2018. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or fmal inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 6/6/2018, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File No: D17-0248 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 October 02, 2017 City of Tukwila Department of Community Development JENNIFER J WHITE 10848 E MARGINAL WAY S TUKWILA, WA 98168 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D17-0248 CATALYST WORKPLACE ACTIVATION - 10848 E MARGINAL WAY S Dear JENNIFER J WHITE, 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 l 1x17 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. Please show where drinking fountains are located. Drinking fountains shall meet barrier free requirements. (IBC 2903.4.1, 2903.4.2 & 2003 ANSI 305) 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. 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. If you have any questions, I can be reached at 206-431-3655. Bill Rambo Permit Technician File No. D17-0248 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 HERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0248 DATE: 10/17/17 PROJECT NAME: CATALYST WORKPLACE ACTIVATION SITE ADDRESS: ("s 10848 E MARGINAL WAY S Original Plan Submittal Response to Correction Letter # 1 Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: WI 11)101 uilding Division Public Works Fire Prevention Structural Planning Division ❑ Permit Coordinator CI PRELIMINARY REVIEW: Not Applicable n (no approval/review required) DATE: 10/17/17 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 11/14/17 Approved ❑ Approved with Conditions 111 Corrections Required ❑ Denied ❑ (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: 12/18/2013 PERMIT COORD COPY CS PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0248 DATE: 09/18/17 PROJECT NAME: CATALYST WORKPLACE ACTIVATION SITE ADDRESS: 10848 E MARGINAL WAY S X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: M \6Building Dtvisi Jaca�ta� L 1k Public Works 1 � 61t Fire Prevention Structural LMS› N�j/4 9 Jri-r% Planning Division 1111 Permit Coordinator n PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 09/19/17 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 10/17/17 Approved Approved with Conditions ❑ Corrections Required Denied ❑ (ie: Zoning Issues) (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only p CORRECTION LETTER MAILED: t o - ?--11 Departments issued corrections: Bldg rFire ❑ Ping ❑ PW 0 Staff Initials: vik 12/18/2013 City of Tukwila Department of Community Development 6300 Soulhccnter Boulevard, Suite 4100 . Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: https.j/www.ciinku-i/a.wa. us - REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not he accepted through the marl, lig, etc. Date: 18 j( / 2 Plan Check/Permit Number: al • Response to Incomplete I.crier 4 Response to Correction Letter it 1 Li Revision i' after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Catalyst Workplace Activation Project Address: 10848 E Marginal Way S Contact Person: P e-- w®(," Phone Number: "2'00 ' 2-2-100 Summary of Revision: icIVE0 Not Stiewtive_ Lciri -ate _ 6X.1 S -t M(tuop (b4 tJ Nitiv tANN reduNti ki 0WD (k)ety uukroiu COokeulA(Jt 17 1 I\J tWM_V ._-ROVED —__ CITY OF TUKWILA CBCT 1-6-017 Sheet Number(s): A 2 •� �j X2.3 PERMIT CENTER "Cloud" or highlight all areas of revision including dal, o Received at the Cit).' of Tukwila Permit Center by: (l Entered in TRAKiT on 'vis', n applicatrm '.Ivrms-appIict I cn 1111,'ri k iirn1 .;uhrntttatt Crcatcd Howard S Wright Washington State Department of Labor & Industries 0 Home Espanol Contact Safety & Health Claims & Insurance C Search L&I Page 1 of 3 A -Z Index Help My L&I Workplace Rights Trades & Licensing Howard S Wright Owner or tradesperson Principals Balfour Beatty Const Group Inc, PARTNER/MEMBER Burns, Glenn Stephen, MANAGER TARPEY, JOHN PATRICK, MANAGER Corporation Service Company, AGENT Layman, Mark William, MANAGER (End: 12/13/2016) Van Cleave, Robert Corwin, MANAGER (End: 12/21/2015) Doing business as Howard S Wright WA UBI No. 602 435 187 Parent company Balfour Beatty Const LLC 415 1ST AVE. N #400 SEATTLE, WA 98109 206-447-7654 KING County Business type Limited Liability Company Governing persons GLENN S BURNS MARK W LAYMAN; JOHN PATRICK TARPEY; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties • GENERAL License no. HOWARSW863BG Effective — expiration 01/07/2014— 01/07/2018 Bond ............... Travelers Cas and Surety Co of America Bond account no. 106022995 $12,000.00 Received by L&I Effective date 01/07/2014 01/01/2014 Expiration date Until Canceled Insurance ....................... Zurich American Ins Co $3,000,000.00 Policy no. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602435187&LIC=HOWARSW863BG&SAW= 10/30/2017 Howard S Wright GL0647668404 Received by L&I Effective date 09/25/2017 10/01/2017 Expiration date 10/01/2018 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts ....................... No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts is may be recorded by other agencies. License Violations Infraction no. NSLOD00921 Issue date 04/26/2016 Violation city SEATTLE Type of violation CONSTRUCTION INFRACTION Description Subcontracting to or using an unregistered contractor. Satisfied ..................... RCW/WAC 18.27.200(1)(e) RCW Violation amount $1,000.00 Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. This company has multiple workers' comp accounts. Active accounts L&I Account ID 160,288-02 ................................. Doing business as HOWARD S WRIGHT Estimated workers reported Pending current quarter filing L&I account contact T2 / SUSAN BETTS (360)902-4828 - Email: BETT235@Ini.wa.gov Track this contractor 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 08/16/2017 Inspection no. 317945893 Location 1800 Myhre Silverdale, WA 98383 No violations Page 2 of 3 Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602435187&LIC=HOWARSW863BG&SAW= 10/30/2017 GENERAL NOTES VICINITY MAP PROJECT TEAM 1. ALL WORK SHALL CONFORM TO THE WASHINGTON STATE BUILDING CODE. LATEST ADDITION AS AMENDED BY ANY LOCAL BUILDING CODES OR ORDINANCES , INCLUDING ENERGY AND ACCESSIBILITY CODE REQUIREMENTS . 2. DO NOT SCALE DIMENSIONS FROM DRAWINGS . VERIFY ALL DIMENSIONS , DATUMS , AND LEVEL PRIOR TO CONSTRUCTION . ALL DIMENSIONS ARE TO FACE OF STUD OR FACE OF CONCRETE UNLESS NOTED OTHERWISE . CONSULT WITH DESIGNER AND OWNER REGARDING ANY SUSPECTED ERRORS, OMISSIONS, OR CHANGES ON PLANS BEFORE PROCEEDING WITH THE WORK. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED SAFETY PRECAUTIONS AND METHODS , TECHNIQUES , SEQUENCES , OR PROCEDURES REQUIRED TO PERFORM THE WORK . 4. THE CONTRACTOR SHALL UTILIZE CONSTRUCTION TECHNIQUES , PRACTICES , AND PROCESSES THAT ARE STANDARD AND ACCEPTABLE TO THE CONSTRUCTION INDUSTRY QUALITY STANDARDS . THE DESIGNER DOES NOT SPECIFY OR ASSUME LIABILITY OR RESPONSIBILITY FOR METHODS AND MEANS OF CONSTRUCTION . 5. THE CONTRACTOR SHALL INDEMNIFY AND OLD HARMLESS THE OWNER, DESIGNER ,AND OWNER'S REPRESENTATIVE FROM AND AGAINST ANY DAMAGE, COST, OR LIABILITY FROM INJURY OR DEATH TO PERSONS, OR FOR DAMAGE TO PROPERTY CAUSED BY NEGLIGENCE OF THE CONTRACTOR, HIS EMPLOYEES ,AGENTS ,AND/OR SUBCONTRACTORS . 6. THE CONTRACTOR SHALL EXAMINE THE PREMISES TO DETERMINE THE EXTENT OF WORK AND THE CONDITIONS UNDER WHICH IT MUST BE DONE. NO EXTRA PAYMENTS OR CHARGES WILL BE ALLOWED FOR CLAIMS FOR ADDITIONAL WORK THAT SHOULD HAVE BEEN INCLUDED IN THE ORIGINAL INSPECTION . 7. THE CONTRACTOR SHALL CHECK AND VERIFY CONTRACT DOCUMENTS AND FIELD CONDITIONS FOR ACCURACY AND CONFIRM THAT THE WORK IS BUILDABLE AS SHOWN BEFORE PROCEEDING WITH CONSTRUCTION . THE CONTRACTOR IS TO OBTAIN CLARIFICATION FROM THE DESIGNER BEFORE PROCEEDING WITH ANY WORK IN QUESTION . 8. CONTRACTOR SHALL NOTE THAT NOT ALL MISCELLANEOUS ITEMS OF CUTTING , PATCHING , OR FITTING ARE INDIVIDUALLY DESCRIBED OR NOTED HEREIN. NO SPECIFIC DESCRIPTION OF CUTTING , PATCHING , OR FITTING" REQUIRED TO PROPERLY ACCOMMODATE THE SCOPE OF WORK SHALL RELIEVE THE CONTRACTOR FROM RESPONSIBILITY TO PERFORM SUCH WORK AS REQUIRED. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIRS OF ANY ACCIDENTAL DAMAGE HE/SHE/HIS/HER EMPLOYEES MAY INFLICT UPON THE EXISTING WORK TO REMAIN .1F, FOR ANY REASON , DAMAGE TO EXISTING WORK OR UTILITIES IS CONSIDERED TO BE UNAVOIDABLE , SUBMIT WRITTEN NOTIFICATION OF THIS BEFORE SIGNING THE CONTRACT. IN THE ABSENCE OF SUCH NOTIFICATION , THE CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR DAMAGE AND THE COST OF SATISFACTORILY REPAIRING OR REPLACING THE DAMAGED WORK . 10. THE RELOCATION OF ANY ITEMS INVOLVED IN THE WORK IS SUBJECT TO THE CONTRACTOR'S ABILITY TO DO SO WITHOUT PERMANENTLY DAMAGING THE OR MARRING THE ITEMS TO BE RELOCATED . IF THE CONTRACTOR IS UNABLE TO RELOCATE ANY ITEM AS PRESCRIBED HEREIN, HE/SHE SHALL NOTIFY DESIGNER AND OWNER IN WRITING . WITH OWNER AND/OR DESIGNER APPROVAL , CONTRACTOR SHALL SUBSTITUTE NEW MATERIAL TO MATCH EXISTING IN LIEU OF RELOCATING SAME.. CONTRACTOR MAY ALSO ELECT TO USE NEW MATERIAL TO MATCH EXISTING IN LIEU OF RELOCATION OF EXISTING FOR HIS/HER OWN CONVENIENCE . 11. IN PERFORMING WORK PRESCRIBED HEREIN AND THE STRUCTURAL AND MEP DRAWINGS OF THIS WORK, IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR ALL EXISTING CONSTRUCTION DISTURBED, RELOCATED , DAMAGED , OR ALTERED ,AND ALL NEW CONSTRUCTION INSTALLED , AS REQUIRED TO HIDE ALL EVIDENCE OF WORK AND TO REFINISH THIS CONSTRUCTION TO MATCH EXISTING FINISH AND APPEARANCE . 12. ALL REQUESTS FOR SUBSTITUTIONS OF ITEMS SPECIFIED SHALL BE SUBMITTED IN WRITING AND WILL BE CONSIDERED ONLY IF BETTER SERVICE FACILITIES ,A MORE ADVANTAGEOUS DELIVERY DATE , ORA LOWER PRICE WITH CREDIT TO THE TENANT WILL BE PROVIDED WITHOUT SACRIFICING QUALITY , APPEARANCE , AND FUNCTION . UNDER NO CIRCUMSTANCES WILL THE DESIGNER BE REQUIRED TO PROVE THAT A PRODUCT PROPOSED FOR SUBSTITUTION IS OR IS NOT OF EQUAL QUALITY TO THE PRODUCT SPECIFIED . 13. ALL WORK NOTED "N.I.C." OR "NOT IN CONTRACT IS TO BE ACCOMPLISHED BY A CONTRACTOR OTHER THAN THE GENERAL CONTRACTOR AND IS NOT TO BE A PART OF THE CONSTRUCTION AGREEMENT . THE GENERAL CONTRACTOR SHALL COORDINATE WITH "OTHER" CONTRACTORS AS REQUIRED . 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL AND PROPER DISPOSAL OF ALL DEBRIS FROM THE WORK AREA DURING PROGRESS OF THE JOB. 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION AND COSTS ASSOCIATED WITH ALL UTILITY REMOVAL AND INSTALLATION WITH APPROPRIATE UTILITY AS REQUIRED . 16. UPON COMPLETION OF THE WORK, CONTRACTOR SHALL REMOVE ALL DEBRIS, SURPLUS MATERIALS , AND EQUIPMENT AND THOROUGHLY CLEAN ALL SURFACES SO THAT THE PREMISES ARE READY FOR IMMEDIATE OCCUPANCY . 17. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO PREVENT THE SPREAD OF DUST, DIRT, AND DEBRIS TO AREAS OUTSIDE THE WORK AREA INCLUDING FINISHED AREAS WITHIN THE BUILDING. 18. ALL PLUMBING, HEATING, VENTILATION ,AND ELECTRICAL EQUIPMENT , FIXTURES , WIRING, PIPING, APPLIANCES , ETC., AND ALL ASSOCIATED APPURTENANCES SCHEDULED TO BE REMOVED SHALL BE DEMOLISHED AND REMOVED BY THE GENERAL CONTRACTOR WITH ALL DISCONNECTIONS OF SAME BY THE RESPECTIVE SUB -CONTRACTOR OF PLUMBING, HVAC ,AND ELECTRICAL . SURFACE APPURTENANCES ARE TO BE REMOVED , CARED FOR AND REINSTALLED BY CONTRACTOR . ALSO, CONTRACTOR IS TO MARK AND PROTECT EXISTING PIPING, WIRING, ETC., AND IS SOLELY RESPONSIBLE FOR DAMAGE CAUSED TO SAME. THIS NOTE APPLIES ONLY TO EXISTING ITEMS SCHEDULED TO BE REMOVED . 19. OPENINGS AND PENETRATIONS IN FLOOR/CEILING OR ROOF ASSEMBLIES SHALL BE PROTECTED WITH THROUGH -PENETRATION FIRESTOPS AS REQUIRED BY CODE. 20. PROVIDE NEAT CUT WHERE UTILITIES PENETRATE RATED WALL AND FLOOR ASSEMBLIES . SEAL WITH NON-COMBUSTIBLE CODE -APPROVED MATERIAL IMPERVIOUS TO THE PASSAGE OF SMOKE. 21. TO MAINTAIN WALL FIRE RATING , GYPSUM WALLBOARD SHALL BE CONTINUOUS TO THE FLOOR SHEATHING (INCLUDING AREAS WHERE LAVATORIES , AND KITCHEN WALL AND BASE CABINETS MAY OCCUR) . 22. PENETRATING ITEMS PASSING ENTIRELY THROUGH BOTH PROTECTIVE MEMBRANES OF BEARING WALLS AND WALLS REQUIRING PROTECTED OPENINGS SHALL BE PROTECTED AS REQUIRED BY CBC. 23. CONTRACTOR SHALL LOCATE EXISTING UTILITIES PRIOR TO ANY SITE WORK. 24. WHEN A CEILING FORMS THE PROTECTIVE MEMBRANE FOR A FIRE -RESISTIVE FLOOR -CEILING OR ROOF -CEILING ASSEMBLY , THE CONTRACTOR SHALL REFER TO CBC FOR INFORMATION AND REQUIREMENTS FOR INSTALLING FIXTURES OR PENETRATIONS IN THESE ASSEMBLIES . 25. THESE GENERAL NOTES AND DRAWINGS APPLY ONLY TO THAT PORTION OF THE BUILDING PROJECT IN WHICH WORK DESCRIBED IN THESE DOCUMENTS IS SCHEDULED TO BE PERFORMED . THE DESIGNER SHALL ASSUME OR ACCEPT NO LIABILITY FOR WORK IN AREAS WHERE NO WORK IS SCHEDULED TO BE PERFORMED . 26. CONTRACTOR SHALL LOCATE EXISTING UTILITIES PRIOR TO ANY SITE WORK. 27. CONTRACTOR SHALL SUBMIT DRAWINGS OR DATA OF ALL PROPOSED JOINT DETAILS AT ALL EXTERIOR WALL CONDITIONS .ALL JOINTS BETWEEN DIFFERENT EXTERIOR SURFACE MATERIALS SHALL RECEIVE THE APPROPRIATE SEALANT AND BACKER ROD. ALL JOINTS AND JOINT DETAILS SHALL BE APPROVED IN WRITING BY THE DESIGNER PRIOR TO INSTALLATION OF SUCH DETAILS . SHOULD THE CONTRACTOR CONSTRUCT SUCH JOINTS PRIOR TO DESIGNER'S APPROVAL , THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING THESE JOINTS FOR INSPECTION AS DEEMED NECESSARY BY THE DESIGNER . THE COST FOR OPENING AND REPLACING THESE JOINTS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR PROVIDED THAT THE JOINT DESIGN IN QUESTION WAS NOT PREVIOUSLY APPROVED BY THE DESIGNER IN WRITING . THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE MANUFACTURERS OF THE DIFFERENT EXTERIOR MATERIALS TO DETERMINE THE APPROPRIATE TYPE OF SEALANT AND BACKER ROD. 28. ALL MECHANICAL AND ELECTRICAL WORK (INCLUDING SPRINKLER SYSTEMS) SHALL BE BIDDER DESIGNED AND PERMITTED S elstriburion Ce er OWNER I CLIENT DESIGNER CATALYST WORKPLACE ACTIVATION 10848 E MARGINAL WAY S TUKWILA, WA 98168 Ph: (206) 762-8818 Contact Jennifer White LANDLORD MC CONKEY DEVELOPMENT CO. 3006 NORTHUP WAY , suite 303 BELLEVUE. WA 98004 Ph: (425) 889-1180 Contact Fred McConkey Wolf Design 7318 SEWARD PARK AVE S SEATTLE , WA 98118 Ph: (208) 353-2490 Contact Mark Wolf CONTRACTOR HOWARD S WRIGHT 415 1ST AVE N, SUITE 400 SEATTLE , WA 98109 Ph: (206) 447-7699 Contact: Jeff Longacre ABBREVIATIONS PROJECT INFORMATION AB - ACT - ACP - ADJ - AFF - ALT - ALUM - ANOD - ARCH - ASPH - BEL - BLDG - BM - BO - CAB - CFCI- CFOI - CIP - CJ- CLG - CLR - CMU - COL - CONC - CONST - CONT - CONTR - CPT - CT - ABOVE ACOUSTICAL CEILING TILE ACOUSTICAL CEILING PAN ADJACENT, ADJUSTABLE ABOVE FINISH FLOOR ALTERNATE ALUMINUM ANODIZED ARCHITECTURAL ASPHALT BELOW BUILDING BEAM BOTTOM OF CABINET CONTRACTOR FURNISHED AND INSTALLED CONTRACTOR FURNISHED , OWNER INSTALLED CAST IN PLACE CONTROL JOINT CEILING CLEAR CONCRETE MASONRY UNIT COLUMN CONCRETE CONSTRUCTION CONTINUOUS CONTRACTOR CARPET CERAMIC TILE CTR- CENTER DET, DTL - DETAIL DF - DIA - DIM - DN - DS - DW - DWG - DRINKING FOUNTAIN DIAMETER DIMENSION DOWN DOWNSPOUT DISHWASHER DRAWING (E), EXIST - EXISTING EA - EACH EF - EXHAUST FAN EJ. EXP JT - EXPANSION JOINT ELEC - ELEV - EQ - EXP - EXT - FA - FD - FE - FFE - FIN - FLR - FO - FOS - FOW - FR - FT- FURR - GA - GALV - ELECTRIC, ELECTRICAL E:EVATION . ELEVATOR EQUAL EXPANSION , EXPOSED EXTERIOR FIRE ALARM FLOOR DRAIN FIRE EXTINGUISHIER FINISH FLOOR ELEVATION FINISH FLOOR FACE OF FACE OF STUD FACE OF WALL FIRE RESISTIVE , FIRE RATED FOOT, FEET, FIRE TREATED FURRING GAUGE GALVANIZED GC - GENERAL CONTRACTOR GL - GLASS GR- GRADE. GROUND GWB - GYPSUM WALL BOARD GYP- GYPSUM HB - HOSE BIB HC - HANDICAP HDWR - HARDWARE HM - HOLLOW METAL HORIZ - HORIZONTAL HR- HOUR HT- HEIGHT ID - INSIDE DIAMETER INSUL - INSULATION INST - INSTALL, INSTALLER INT - INTERIOR JAN - JANITOR'S JT - JOINT LAM - LAMINATED LAV - LAVATORY LB - POUND LP - LIGHT POLE LG - LARGE LOC - LOCATION MACH - MACHINE MATL - MATERIAL MAX - MAXIMUM MDF - MEDIUM DENSITY FIBERBOARD MDO - MEDIUM DENSITY OVERLAY MECH - MECHANICAL MED - MEDIUM MFR- MANUFACTURER MIN - MINIMUM MIR - MIRROR MISC - MISCELLANEOUS MO - MASONRY OPENING MTD- MOUNTED un- METAL (N) - NEW NA - NOT APPLICABLE NIC - NOT IN CONTRACT NO- NUMBER NTS - NOT TO SCALE 0/ - OVER OC - ON CENTER OD - OUTSIDE DIAMETER OFCI - OWNER FURNISHED , CONTRACTOR INSTALLED OFOI - OWNER FURNISHED , OWNER INSTALLED OH - OPPOSITE HAND OPN - OPEN, OPENING OPP - OPPOSITE PERP - PERPENDICULAR PL- PLATE PLAM - PLASTIC LAMINATE PTD - PAINTED PT - PAINT PV - PLUMBING VENT PLYWD - PLYWOOD RAD - RADIUS RB- RUBBER BASE RCP - REFLECTED CEILING PLAN RD - ROOF DRAIN REC - RECOMMENDED REF - REFERENCE , REFER (TO) REINF - REINFORCED REQ - REQUIRED RM - ROOM RO - ROUGH OPENING RUB- RUBBER SBC - SEATTLE BUILDING CODE SC - SOLID CORE SCHED - SCHEDULE SEC, SECT SECTION SF - SG - SHT - SIM - SQUARE FEET. SQUARE FOOT SAFETY GLASS SHEET SIMILAR SM - SMALL SEC, SECT SECTION SF - SG - SHT - SIM - SM - SPEC - SQ - SS - STD - STL- STRUC - SV - SYM - TBD - TEL - TG - TO - TS - TYP - UL - UNO - VIN - VB - VCT - VERT - VIF - WI - WD - WIN - WR- WT- SQUARE FEET. SQUARE FOOT SAFETY GLASS SHEET SIMILAR SMALL SPECIFICATION SQUARE SANITARY SEWER. STAINLESS STEEL STANDARD STEEL STRUCTURAL SHEET VINYL SYMMETRICAL TO BE DETERMINED TELEPHONE TEMPERED GLASS TOP OF TUBE STEEL TYPICAL UNDERWRITERS LABORATORY UNLESS NOTED OTHERWISE VINYL VINYL BASE VINYL COMPOSITION TILE VERTICAL VERIFY IN FIELD WITH WOOD WINDOW WATER RESISTANT , WEATHER RESISTANT WEIGHT PROJECT ADDRESS 10848 E MARGINAL WAY S TUKWILA, WA 98168 ASSESSOR'S PARCEL NO: DESCRIPTION OF WORK OCCUPANCY TYPE PROPERTY TYPE BUILDING AREA AREA OF WORK CONSTRUCTION TYPE FIRE SUPPRESION SYSTEM OCCUPANT LOAD MEANS OF EGRESS PARKING REQUIREMENT PARKING PROVIDED APPLICABLE CODES NOTES: SEPARATE TE Pi RMIT REQUIRED FOR: ��. .ochanical 80 Electrical 'Plumbing CJ Gas Piping City of Tukwila B1, R.DING DIVISION 0323049164 INTERIOR REMODEL OF OCCUPIED TENANT OFFICE SPACE IN PORTION OF LARGER, ONE STORY COMMERCIAL BUILDING ALL DEMO IS NONSTRUCTURAL . ALL NEW CONSTRUCTION IS PARTIAL HEIGHT, NON LOAD BEARING . ( NOTE: MECHANICAL , ELECTRICAL , PLUMBING AND FIRE PROTECTION TO BE UNDER SEPARATE PERMIT) BUISINESS: GROUP B COMMERCIAL I WAREHOUSE 87,205 SQ. FT. 8,647.50 SQ. FT . MASONRY FULLY SPRINKLERED - (NOTE: ENTIRE BUILDING IS SPRINKLERED) Room So. Ft. ` So. Ft/Occupant Occupant Load Remarks OPEN OFFICE 6484.5 100 65 DEMOLITION PLAN PRIVATE OFFICE 171 100 2 MEETING 1003 100 10 STORAGE/COPY 165 300 1.5 A-2.5 BATHROOMS 325 100 3 REFLECTED CEIUNG PLAN WAITING LOUNGE 203 15 13.5 KITCHEN/BREAK ROOM 131 100 1.5 CORRIDOR 165 100 1.5 A 4.1 Total Occupant Load Indoors: 8647.5 97 EXITS REQUIRED: 2 EXITS PROVIDED: 3 EXISTING COMMON PARKING PROVIDED ON SITE. NO INCREASE IN AREA. NO INCREASE IN PARKING REQUIRED COMMON PARKING AS EXISTING: 130 SPACES + 4 ACCESSIBLE SPACES 2015 WASHINGTON STATE BUILDING CODE 2015 WASHINGTON STATE ENERGY CODE 1. ELECTRICAL , MECHANICAL AND PLUMBING COVERED UNDER SEPARATE PERMITS 2. SPRINKLER AND FIRE ALARM COVERED UNDER SEPARATE PERMITS REVISIONS No changes shall he made to the stupe of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees FILE COPY Permit No. � 1 a 0) C 206.353.2490 CATALYST WORKPLACE ACTIVATION Tukwila, Washington 10848 E Margina PRINT LOG Permit Issue - 9/13/2017 : cknaTvledged: of d conditions Permit Correction I 10/16/2017 Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordi a : nce. Receipt ► s :. City of Tukwila BUILDING DIVISION SYMBOLS SHEET INDEX X ELEVATION SECTION DETAIL X FLOOR AukELEVATION BENCHMARK X' - X" X DOOR NUMBER EQUIPMENT NUMBER ROOM NUMBER X WALL TAG DESIGNATION: 'A' = WALL [RATED] 'B' = PARTITION 'C = PARTIAL HEIGHT TYPE: P-1 112'-0" AFF EXIT CEILING FINISH AND HEIGHT EXIT SIGN REVISION NUMBER A 1.1 PROJECT NOTES A-1.2 SITE PLAN A-2.1 DEMOLITION PLAN A-2.2 FURNITURE/EGRESS PLAN A-2.3 FLOOR PLAN A-2.4 POWER AND DATA PLAN A-2.5 REFLECTED CEIUNG -DEMO PLAN A-2.6 REFLECTED CEIUNG PLAN A 2.7 SCHEDULES . NOTES A 3.1 INTERIOR ELEVATIONS A 3.2 INTERIOR ELEVATIONS . NOTES A 4.1 DETAILS AND NOTES RECEIVED CITY OF TUKWILA OCT 162017 PERMIT CENTER CORRECT N LTR# RIC ;.•'► E. GlABMAhh 41 STATE OF WASHINGTON REVIEWED FOR CODE COMPLIANCE APPROVED OCT 2 4 2017 • A -J City of Tukwila BUILDING DIVI� S A1.1 Itclo > t 80i ER CR SN OvteG�01NG 0 SITE PLAN 1"=40' z 0 z ONikG0•110 TENANT INFORMATION OFFICE = 8,647.50 SF WAREHOUSE = 28,234.00 SF TOTAL = 36,881.50 SF RECEIVED CITY OF TUKWILA OCT 1 6 2017 PERMIT CENTER A. Cl) o 0 Tukwila, Washington 10848 E Marginal PRINT LOG Permit Issue - 9/13/2017 Permit Correction - 10/16/2017 RIS, to -14)•I7 E. GLASMAN STATE OF WASHINGTON REVIEWED FOR CODE COMPLIANCE APPROVED OCT 2 4 2017 City of Tukwila BUILDING DIVISION 1 ALL EXISTING UNDAMAGED AND/OR FULL SIZED MODULAR CARPET TILES TO REMAIN , TYP. PREPARE EXISTING CONC . SLAB AS NEEDED FOR NEW FLOORING J REMOVE INTERIOR WINDOW (SEE NEW FLOOR PLAN) REMOVE EXISTING TILE FLOORING THIS AREA. PREPARE SURFACE AS NEEDED FOR NEW FLOORING ALL EXISTING UNDAMAGED AND/OR FULL SIZED MODULAR CARPET TILES TO REMAIN , TYP. ; IIII I I I � 1 11 I 1 1 -0 0 ( NO WORK IN THIS AREA) REMOVE EXISTING VCT FLOORING THIS AREA. PATCH AND REPAIR AS NEEDED FOR NEW FLOORING —I L_ ALL EXISTING UNDAMAGED AND/OR FULL SIZED MODULAR CARPET TILES TO REMAIN , TYP. �_ EXISTING DASHED WALLS TO BE REMOVED BY OTHERS . CONTRACTOR TO PATCH AND REPAIR REMAINING STRUCTURE AS NEEDED II I O j REMOVE EXISTING DASHED WALLS . PATCH AND REPAIR STRUCTURE TO REMAIN J DEMOLITION PLAN EXISTING DASHED WALLS THIS AREA I II TO BE REMOVED BY OTHERS . I (l' CONTRACTOR TO PATCH AND REPAIR REMAINING STRUCTURE AS NEEDED I" It_I lu11 II II I 111 I I IIII III 1111 i IIII III., REMOVE EXISTING WAINSCOT AND WALL FIXTURES THAT ARE TO BE REPLACED IN ALL BATHROOM SPACES . PATCH AND REPAIR SURFACES , ETC. AS NEEDED. ( VERIFY SCOPE AND DIRECTION WITH OWNER PRIOR TO COMMENCING ) REMOVE EXISTING LIGHTER CARPET AND PREPARE SURFACE FOR NEW EXISTING DASHED WALLS THIS AREA TO BE REMOVED BY OTHERS . CONTRACTOR TO PATCH AND REPAIR REMAINING STRUCTURE AS NEEDED ( REFER TO SHEET A 2.7 FOR ADITIONAL NOTES) \1 VE PORTIONS OF WALLS AND SOFFITS CESSARY ( SEE NEW FLOOR PLAN ). ROVE EXISTING CARPET CH AND REPAIR SURFACE E FINISH LEGEND) fr I I LEGEND EXISTING WALL TO REMAIN EXISTING TO BE REMOVED EXISTING FLOORING TO BE REMOVED 0 1 2 4 8 c co 206.353.2490 0 rn 10848 E Marginal PRINT LOG Permit Issue - 9/13/2017 APermit Correction - 10/16/2017 6717 ffilli Wre REGISTERED ARCHITECT 10.140.17 RI E. GLASMAN STATE OF WASHINGTON RECEIVED CITY OF TUKWILA OCT 1 6 PERMIT CE 017 REVIEWED FOR OODE COMPLIANCE ER APPROVED OCT 2 4 2011 City of Tukwila BUILDING DIVISION A2 FURNITURE STORAGE WAREHOUSE I I Lt= -1 I 4 II MEETING ROOM IMO.. NINO 01.110 4 0 cf-J GENERAL OPEN OFFICE L____J GENERAL OPEN OFFICE L_J NOM 99911M11•••• II I J L_J J L_J J L --J 0 i, r_--_1 or -10 Flo L -r -r- 1- I- I--I---I'1- 1--t--I--- 1 LJ Li Li Li -e (E) KITCHEN EXISTING WATER FOUNTAIN I BOTTLE FILLING STATION - -� (E) MAIUCOPY RM (E) MEETING ROOM E. SERVER RM L I T _L T 1 T _L (E) CLOSET 0 FURNITURE !EGRESS 1 J- T RESOURCE LIBRARY MAINTAIN MINMIMUM 36" CLEAR PATH - TYPICAL r ri //\\ / \ / \\> \\� i / /// ‘14\ > / r \ \ // ( L I I- RECEPTION LOUNGE r�4 1 tom! J --c \, I (E) DOWN 1 [Jf9f E-1 4EEH MAINTAIN MINMIMUM 36" CLEAR PATH - TYPICAL OFFICE MEETING ROOM h F 1 L_J -I I L.._.1 I I s! I I I= i -i--I I I I ----------�-----r I I I I I L___J L_J L___J ,,GENERAL OPEN OFFICE fl=y \\\ \� / r � 1 L MEETING ROOM r 1 I r I I I L_J GENERAL OPEN OFFICE - J I I: n (E) EGRESS RAMP DOWN r L r L fi 1 '?Th 52' PATH OF TRAVEL -1 I I I I I I 0\-A 4° OIL\ 0 1 2 4 a) N T3 w 0 co a) v) 206.353.2490 0 CATALYST WORKPLACE Tukwila Showroom Refresh Tukwila, Washington 10848 E Marginal MAINTAIN MINMIMUM 36" PRINT LOG CLEAR PATH - TYPICAL n RECEIVED CITY OF TUKWI OCT 162017 PERMIT CENTE Permit Issue - 9/13/2017 Permit Correction - 10/16/2017 6717 REGISTERED ARCHITECT STATE D EWASHINGTON (o t'7 A REVIEWED FOR CODE COMPLIANCE APPROVED OCT 2D17 City Of Tufcwila BUILDING DIVISION A202 FURNITURE STORAGE WAREHOUSE FURNITURE STORAGE WAREHOUSE 115'-5" WALL DISPLAY PANEL (VERIFY) 10'-6" (VERIFY) (VERIFY) OFFICE MEETING ROOM APPROX . AREA OF NEW CARPET , CPT -1 SEE FLOOR PLAN NOTES #9 & #10 -.. GENERAL OPEN OFFICE MEETING ROOM MEETING ROOM CV) DEMOUNTABLE WALL SYSTEM PROVIDED AND INSTALLED BY OWNER DEMOUNTABLE WALL SYSTEM PROVIDED AND INSTALLED BY OWNER . COORDINATE WITH OWNER TO VERIFY ALL DIMENSIONS AND FINAL DETAILS DEMOUNTABLE WALL SYSTEM PROVIDED AND INSTALLED BY OWNER . COORDINATE WITH OWNER TO VERIFY ALL DIMENSIONS AND FINAL DETAILS E KITCHEN LE) BATH EXISTING WATER FOUNTAIN / BOTTLE FILLING STATION —1 (E) BATHROOM #4 ADA 2015 IBC SECTION 1008 MEANS OF EGRESS ILLUMINATION REQUIRED he means of egress serving a room or space shall be minated at all times that the room or space is occupied; umination level shall be not less than 1 footcandle at the walking surface. The power supply for means of egress illumination shall normally be provided by the premises' electrical supply. In the event of power supply failure in rooms and spaces that require two or more means of egress, an emergency electrical system shall automatically illuminate all of the following areas: 1. Aisles, 2. Corridors, 3. Exit access stairways and ramps. In the event of power supply failure in buildings that require two or more means of egress, an emergency electrical system shall automatically illuminate all of the following areas: 1. Interior exit access stairways and ramps. 2. Interior and exterior exit stairways & ramps, 3. Exit passageways, 4. Vestibules at level of discharge, 5. Exterior landings and areas sed for exit discharge. (E) MAIUCOPY RM VCT -1 EMERGENCY ILLUMINATION FOR BUILDINGS AND DURATION OF ILLUMINATION (1008.3.2--1008.3.5) In the event of power supply failure in Rooms and spaces, an emergency electrical system shall automatically illuminate all of the following areas: 1. Electrical equipment rooms, 2. Fire command centers, 3. Fire pump rooms, 4. Generator rooms, 5. Public restrooms with an area greater than 300 square feet. The emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or an on-site generator. Illumination level under emergency power, the lighting facilities shall be arranged to provide initial illumination that is not less than an average of 1 footcandle and a minimum at any point of 0.1 footcandle measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 footcandle average and a minimum at any point of 0.06 footcandle at the end of the emergency lighting time duration. A maximum -to -minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. FLOORING TRANSITION DEMOUNTABLE WALL SYSTEM PROVIDED AND INSTALLED BY OWNER . COORDINATE WITH OWNER TO VERIFY ALL DIMENSIONS AND FINAL DETAILS GENERAL OPEN OFFICE GENERAL OPEN OFFICE (E) MEETING ROOM OFFICE OFFICE APPROX . AREA OF NEW CARPET , CPT -1 SEE FLOOR PLAN NOTES #9 & #10 CARPET TRANSITION STRIP, TYP. RECEPTION LOUNGE E. SERVER RM MEETING RM APPROX .AREA OF NEW CARPET , CPT -1 SEE FLOOR PLAN NOTES #9 & #10 (VERIFY) NEW RATED WALL AT FORMER WINDOW . FINISH TO MATCH EXISTING WALL RESOURCE LIBRARY XISTING CONC SLAB, CONC-1- EE FLOOR PLAN NOTE #4 GENERAL OPEN OFFICE (E) CLOSET 0 ( REFER TO SHEET A2.7 FOR ADDITIONAL NOTES) FLOOR / FLOORING PLAN 1 PT -6 -4:- PT-6 A RECEIVED CITY OF TUKWILA OCT 162017 PERMIT CENTER PT5 1 LEGEND EXISTING WALL NEW OR REPAIRED WALL NEW FLOORING AREAS 0 4 8 a D) a) 206.353.2490 is Showroom Re' Tukwila, Washington 10848 E Marginal PRINT LOG Permit Issue - 9/13/2017 Permit Correction - 10/16/2017 6717 REGISTERED ARCHITECT d+ � it0.t D E, GLASMAN STATE OF WASHINGTON REVIEWED FOR CODE COMPLIANCE APPROVED OCT 2 4 2017 City of Tukwila BUILDING DIVISION A2.3 J f I I I L_J ;i 10" +60" *I— UNDER CARPET WIREWAY .'. ,v. -r L_J I I L_J 0 L____J F-1 -=1 L- L i ) CONNECTRAC UNDER CARPET WIREWAY 61--) E3 un 3 -i Isar A I I L -r -r r- I- r -I- -r--r -r r- -I -I IC_ __I I --1 F CONNECTRAC UNDER CARPET WIREWAY CONNECTRAC UNDER CARPET WIREWAY I L I 1 -OO r L T 1 I 1 I L J +46" GFI r 111 / J - U CONNECTRAC UNDER CARPET WIREWAY c. -- I L +6 J 0 I � I Eat -3 ---Er r —1 —r T r-- i r II i__YI L I— L_ —1 J r ri _ I— 1 1_J TT L 1 1 J — UNDEfi A ,... r -, L- I — I I I I II I I I I. L____J L J L____J CARPET WIREWAY /1/ III __'� OPOWER AND DATA PLAN ( REFER TO SHEET A 2.7FOR ADITIONAL NOTES) REFER TO SHEET A FOR ADITIONAL NOTES) LEGEND r L H --i-1 LE -j J r L r L +60" 4-1 (ft a UNDER CARPET WIREWAY A wi 411 I I L_J r L n F J I J L -r CONNECTRAC UNDER CARPET WIREWAY GA DUPLEX RECEPTACLE GROUND FAULT INTERUPT RECEPTACLE FOURPLEX RECEPTACLE rd II IN L 4 REF DEDICATED RECEPTACLE CONC. FLUSH FLOOR RECEPTACLE UNDER -CARPET FLOOR RECEPTACLE 't( +60" J -BOX W/ COVER PHONE /DATA MOUNTING HEIGHT IN -CEILING POWER WHIP M ga RECEIVED CITY OF TUKWILA OCT 162017 PERMIT CENTER 0) • MINIM V) G) 0 h w CO 206.353.2490 Tukwila, Washington a. 10848 E Marginal PRINT LOG Permit Issue - 9/13/2017 APermit Correction - 10/16/2017 6717 REGISTERED I ARCHITECT . 1(0 1 RI HARD E. GLASMAN STATE OF WASHINGTON REVIEWED FOR CODE COMPLIANCE APPROVED OCT 242017 City of Tukwila BUILDING DIVISION A2.4 C REFLECTED CEILING PLAN - DEMO * EXISTING FIXTURES TO REMAIN NOT SHOWN ON PLAN ( REFER TO SHEET A 2.7 FOR ADITIONAL NOTES) 0 1 2 4 8 a 0) 206.353.2490 CATALYST WORKPLACE ACTIVATION Tukwila Showroom Refresh Tukwila, Washington N 10848 E Marginal PRINT LOG Permit Issue - 9/13/2017 /,� Permit Correction - 1 10/16/2017 ED KWILA 2017 NTE 6717 D E. GLASMAN. STATE OF WASHINGTON REVIEWED FOR CODE COMPLIANCE APPROVED OCT 2 4 2017 City of Tukwila BUILDING DIVISION A2.5 II E -II I1 II L' I I I I I I �� IT k-:"// II J L-1 /�� II �� II J L-1 E`hi <-0 �/ / I I JL -1 I ,-1 /� I L.....� J L-1 ,-1 / / Ir �� J L-1 4 -till 1 1 E-, 1 . 1.! 11 11 IA 4-1111 TY 11 L-4 REMOVE ALL DASHED LIGHTING FIXTURES -"I AND STORE FOR REUSE (SEE NEW RCP) E-4 REPAIR/REPLACE CEILING AS REQUIRED j TO MATCH EXISTING E -�I 1� j 1I REMOVE ALL AND STORE REPAIR/REPLACE TO MATCH EXISTING DASHED LIGHTING FOR REUSE (SEE NEW CEILING AS REQUIRED FIXTURES RCP) /� II �� II L-1 /� II �-- I L-1 1 1 , ' II �� I �� / I LA E-LF1r it 4-Y ri. NOTE: AREAS OF OF DEMOUNTABLE THE CEILING IMPACTED WALLS (BY OTHERS) BY REMOVAL . CONTRACTOR 1 E _ . bl 'IL-4 YI TO REPAIR SUSPENDED AND WALLS TO ACCOUSTICAL MATCH EXISTING , TYP. CEILING GRID O 1., L-6 L-6 r ) II -� II I L-1 � II L-1 II L-1 �i� �� \\\ f i MINN1 ---r- I 111\1 1 �; Plikil 0 L-3 0 L-3 1 L-20 L \ . III L I S L I \ - .I No \ r I I L L-20 L-12 L-12 ll 11 1 1 1 I 0 L-3 0 L -3i ',4 11111k.9 L-20 , \ I I ° \I L-20 1 v rd e ti 11 I.-- aII - -- -- REMOVE ALL DASHED LIGHTING FIXTURES . 0L-3 L-3 v •0. i awe�.� L-20 STORE FOR REUSE (SEE NEW RCP) . REPAIR / REPLACE CEILING AS REQUIRED l TO MATCH EXISTING _ v L-12 L-12 I 1111 1 mithbi....nis Ilji 111 L _.. ) L-3 0L-3 •< :% L-3 0L-3 ) L-3 ��'1 1 ii ii 1;L-9 �`- II II I It I NOTE AREAS OF OF DEMOUNTABLE THE CEILING IMPACTED WALLS (BY OTHERS). BY REMOVAL CONTRACTOR v �� I i I L-1 L-12 f ` �i�1 I I I ------ / I �, L-1 L-8 `J-> 111, h i' I`A 11 I 1 III!, TO REPAIR SUSPENDED AND WALLS TO MATCH ACCOUSTICAL EXISTING , TYP. CEILING GRID - ----+►' ►Itt ti — ? 0‘\, �) L-3 111il 1 111` 1L-11 it `.. �,--� 9_-- 1111 \\ z--�Sl- ___-- II II UL -3 II II 1 I r 1 -.1'I _ _ /— J L-19 _ I I -' L-19 1 - _� I L-7 v L-8 — 1; _----1 � lI -r I ; \ 1•:, :.I \\ 1 f �� _ _ -- --__ - _ _�—0 L-7 �' L-7 Il f, -L-10- , L-6 \ \ -\\ f _ -L-6 -F�-------- I'L_-" --------3L-10 .-- L-10- .L. phi Q L-7 0 L-7 \\ ...... ,--, i ----- �" -- -- REMOVE SUSPENDED REPAIR EXISTING GYP CEILING ACCOUSTICAL GRID AND LIGHT FIXTURES TO MATCH . uIL- 5 �'",-� I f I I I i j =I I®I I I I I I I 1_ CITYOFTU RECEIV OCT16 _PERMIT CE 1\ • A ..--- 1 C REFLECTED CEILING PLAN - DEMO * EXISTING FIXTURES TO REMAIN NOT SHOWN ON PLAN ( REFER TO SHEET A 2.7 FOR ADITIONAL NOTES) 0 1 2 4 8 a 0) 206.353.2490 CATALYST WORKPLACE ACTIVATION Tukwila Showroom Refresh Tukwila, Washington N 10848 E Marginal PRINT LOG Permit Issue - 9/13/2017 /,� Permit Correction - 1 10/16/2017 ED KWILA 2017 NTE 6717 D E. GLASMAN. STATE OF WASHINGTON REVIEWED FOR CODE COMPLIANCE APPROVED OCT 2 4 2017 City of Tukwila BUILDING DIVISION A2.5 REPOSITION DIFFUSER AS SHOWN REPOSITION 8 EXISTING TROFFER LIGHTS AS SHOWN \ / / \\ / // STRUCTURAL SOFFIT ABOVE // ABOVE OWNER SUPPLIED AND <\ // /'\ INSTALLED DEMOUNTABLE \ G / \ WALL SYSTEM. VERIFY LOCATION \ / AND CONSTRUCTION WITH \ / OWNER BEFORE CONSTRUCTION COORDINATE PLACEME FIXTURE GROUPING WIT FROM EDGE OF EXIST GWB WALL PAINT AREA OF FAUX WOODBEAMS CEILING ABOVE i-- ----�---� REPOSITION DIFFUSER AND TROFFER AS SHOWN HUNTER DOUGLAS TAVOLA BEAM SUSPENDED FEATURE CEILING (FWB) 0 REFLECTED CEILING PLAN * EXISTING FIXTURES TO REMAIN NOT SHOWN ON PLAN ( REFER TO SHEET A 2.7 FOR ADITIONAL NOTES AND SCHEDULE) NOTE: ELECTRICAL AND MECHANICAL WORK SHOWN IS UNDER SEPERATE PERMIT LEGEND GWB CEILING LIGHT TROFFER Q 0 TRACK LIGHTING FIXTURE 0 RECESSED LIGHT FIXTURE OWNER SUPPLIED LIGHTING FIXTURE L-1 LIGHTING FIXTURE TYPE PER SCHEDULE EXIT EXISTING ILLUMINATED EXIT SIGN 0 1 2 4 8 RECEIVED CITY OF TUKW OCT 162017 PERMIT CENT C 0) 206.353.2490 CO 10848 E Marginal PRINT LOG Permit Issue - 9/13/2017 Permit Correction - 10/16/2017 RD E. GLASMAIM ATE OF WASHINGTON REVIEWED FOR CODE COMPLIANCE APPROVED R OCT 2 4 2017 City of Tukwila BUILDING DIVISION A2.6 L-1_ C Z FROM EDGE OF EXIST GWB WALL PAINT AREA OF FAUX WOODBEAMS CEILING ABOVE i-- ----�---� REPOSITION DIFFUSER AND TROFFER AS SHOWN HUNTER DOUGLAS TAVOLA BEAM SUSPENDED FEATURE CEILING (FWB) 0 REFLECTED CEILING PLAN * EXISTING FIXTURES TO REMAIN NOT SHOWN ON PLAN ( REFER TO SHEET A 2.7 FOR ADITIONAL NOTES AND SCHEDULE) NOTE: ELECTRICAL AND MECHANICAL WORK SHOWN IS UNDER SEPERATE PERMIT LEGEND GWB CEILING LIGHT TROFFER Q 0 TRACK LIGHTING FIXTURE 0 RECESSED LIGHT FIXTURE OWNER SUPPLIED LIGHTING FIXTURE L-1 LIGHTING FIXTURE TYPE PER SCHEDULE EXIT EXISTING ILLUMINATED EXIT SIGN 0 1 2 4 8 RECEIVED CITY OF TUKW OCT 162017 PERMIT CENT C 0) 206.353.2490 CO 10848 E Marginal PRINT LOG Permit Issue - 9/13/2017 Permit Correction - 10/16/2017 RD E. GLASMAIM ATE OF WASHINGTON REVIEWED FOR CODE COMPLIANCE APPROVED R OCT 2 4 2017 City of Tukwila BUILDING DIVISION A2.6 DEMO PLAN NOTES 1) A II walls removed shall be non-bearing partitions 2) This plan was prepared based upon record drawings provided by the landlord and site verification of observable Items by the designer and may not accurately indicate "as -built" conditions. 3) The general contractor shall notify the designer of any and all discrepancies prior to and after the demolition process. 4) Do not include items to be demolished that occur beyond the leased/demised space unless specifically directed by the owner. 5) Contractor shall verify existing conditions prior to submitting bid. No additional costs will be accepted for conditions that have not been field verified prior to bidding. 6) Remove existing irregularities in floor. Any and all abandoned under -slab lines (plumbing and electrical) are to be cleaned and capped beneath the surface of the slab and the concrete shall be patched . FLOOR PLAN NOTES 7) Contractor shall be responsible for repairing any damage to adjacent occupants property due to owner's work. 8) All system equipment which passes through the work area and serves other adjacent tenants/occupants shall remain . Any damage to such items shall be repaired at contractor's expense (i.e. water mains , sprinkler mains , conduits, etc.) 9) Contractor shall submit and review drawings with code authorities and shall procure and pay for all permits and inspections, etc. as required. 10) The proceedures used for the work shall provide for safe conduct of the work, careful) removal and disposition of materials , protection of property which is to remain undisturbed , and coordinate with other work in progress. 11) Contractor to insure that there is no interference with roads, street, driveways , loading docks and adjacent facilities . Contractor shall obtain permision from the landlord's representative and building department before obstructing any roads, street, driveways , loading docks and adjacent facilities. 1. FURNISH AND INSTALL RUBBER BASE WHERE AT ALL NEW WALLS TO MATCH EXISTING (U.O.N.) 2. FURNISH AND INSTALL FRESH WATER LINE TO SERVICE BAR AREA. COORDINATE WITH OWNER TO DETERMINE LOCATION AND TYPE OF SHUT-OFF VALVE 3. REFER TO SHEET Al .1 FOR GENERAL NOTES 4. REFER TO SHEET A2.7 FOR FINISH SCHEDULE 5. CONDITION OF EXPOSED CONCRETE FLOOR AREAS TO BE REVIEWED ON SITE WITH G.C., MARK WOLF , AND OWNER'S DESIGN TEAM TO RECOMEND APPROPRIATE METHOD OF ACHIEVING DESIRED FINISH. 6. GENERAL CONTRACTOR TO VERIFY EXISTING OR PROVIDE NEW SIGN ADJACENT TO EXIT DOORS STATING "THIS DOOR MUST REMAIN UNLOCKED DURING BUSINESS HOURS' 7. CONTRACTOR TO VERIFY EXISTING , OR PROVIDE NEW INTERNATIONAL SYMBOL OF ACCESSIBILITY AT ACCESSIBLE BUILDING ENTRANCES 8. CONTRACTOR S RESPONSIBLE FOR VERIFYING ALL EXISTING CONDITIONS AND DIMENSIONS . 9. ALL NEW CARPET TO MATCH EXISTING . ORIENT CARPET PATTERN AND ALIGN SEAMS TO MATCH EXISTING 10. AT ALL CARPET INFILL AREAS , LEAVE NO PARTIAL OR DAMAGED TILES . START ALL NEW CARPET INFILL WITH AND AGAINST FULL SIZE TILES . POWER AND DATA PLAN NOTES 1. ALL LOW VOLTAGE DATA WIRING IS UNDER G.C'S CONTRACT . G.C. TO VEIFY CRITERIA W/ITH OWNER . 2. SURVEY FIELD CONDITIONS AND VERIFY THAT WORK IS FEASABLE AS SHOWN . VERIFY LOCATIONS OF OUTLETS IN RELATION TO STRUCTURAL ELEMENTS. 3. MOUNT ALL NEW OUTLETS AND DATA PORTS TO MATCH HEIGHT OF EXISTING , U.O.N. 4. DO NOT MOUNT OUTLETS BACK TO BACK ON OPPOSITE SIDES OF PARTION 5. FIXTURES AND FURNITURE ARE SHOWN FOR REFERENCE ONLY. 6. ALL CORING AND TRENCHING LOCATIONS SHALL BE REVIEWED AND CONFIRMED BY OWNER AND ARCHITECT PRIOR TO STARTING WORK. 7. ARCHITECTURAL DRAWINGS ARE SCHEMATIC IN NATURE. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL EXISTING CONDITIONS, COMPLYING WITH ALL APPLICABLE CODES, PROPPER SiZING AND CIRCUITING WORK. 8. MOST POWER AND DATA OUTLETS SHOWN ON PLAN ARE INTENDED TO SHOW PREFERRED LOCATIONS . UNLESS OTHERWISE NOTED, SOME FLEXIBILITY IN THE FINAL POSITION MAY BE ALLOWED WITH OWNERS APPROVAL . 9. EXISTING POWER AND DATA LOCATIONS ARE NOT INCLUDED ON THE ARCHITECTURAL PLANS . IT IS ASSUMED THAT EXISTING OUTLETS , ETC. CAN BE LEFT AS -IS WHERE NOT IN CONFLICT WITH PLANNED CHANGES . 10. SHOULD THE CONTRACTOR IDENTIFY ANY CONFLICTS OR REDUNDANCIES BETWEEN EXISTING AND NEW POWER AND/OR DATA SERVICES SHOWN ON THE PLANS , CONTRACTOR SHALL COORDINATE WITH OWNER TO DETERMINE PREFFERED ACTION. 11 . G.C. IS RESPONSIBLE FOR VERIFYING THE EXISTING ELECTRICAL SERVICE TO INSURE THAT THE TOTAL CONNECTED LOAD DOES NOT EXCEED ALLOWABLE LIMITS. 12. ALL WIRING MUST BE IN RIGID GALVANIZED CINDUIT. FLEXIBLE CONDUIT IS ALLOWED ONLY FOR SHORT FINAL CONNECTIONS . 12) During demo and removal operations , all persons and property shall be protected . The work shall be executed in such a manner that minimizes the spread of dust, debris and flying particles, and so that any related effects of demolition do not interfere with surrounding equipment , personal or building . 13) Contractor shall remove all demolished items from site • unless directed otherwise. Contractor shall keep public areas dean and dear of debris. coordinate with landlord for location of trash dumpsters Provide barricade as required to protect the public from the work area. 14) General contractor to review building's structural and utility plans, verify all utility , sewer and other services before core drilling, saw cutting , and/or trenching . provide backfill compaction information to landlord and building department when required. 15) Maintain fire ratings at any demising walls and all other locations when reuired 16) All work requiring loud noises shall be coordinated with landlord's representative . 17) All abandoned mechanical equipment to be removed completely from space and/or back to point of origin. 18) Salvage for reuse all items noted on mechanical and electrical sheets . 19) Any repairs to roofing systems or other parts of the building must be completed to landlord's satisfaction . 20) Any existing landlord component in the space must remain visible and accessible FINISH SCHEDULE MARK TYPE MANUFACTURER PRODUCT NAME / NUMBER COLOR / NUMBER FINISH SIZE LOCATION / REMARK PT -1 PAINT SHERWIN WILLIAMS E/CR EXISTING 2' x 4' WALLS: ALL OFFICES , OPEN AREAS , PUBLIC SPACES , MEETING ROOMS PT -2 PAINT SHERWIN WILLIAMS RECESSED DOWNLIGHT CFCI AMERLUX HDL -HP -S -A14 -20-LED-120 ENTRY PLAZA PLASTER TILE WALL PT -3 PAINT SHERWIN WILLIAMS L-3 RECESSED DOWNLIGHT E/CR CFCI SEE EXISTING FIXTURE FOR MANUFACTURER BATHROOMS PT -4 PAINT SHERWIN WILLIAMS REUSE / RELOCATE EXISTING FIXTURES PER PLAN . ORDER ADDITIONAL AS NEEDED . L-4 TRACK LIGHT E/CR ENTRY PLAZA CEILING (ABOVE TAVOLA 'WOOD" BEAMS PT -5 PAINT SHERWIN WILLIAMS REUSE / RELOCATE EXISTING FIXTURES L-5 TRACK LIGHT EXTERIOR RAMP WALL PT -6 PAINT SHERWiN WILLIAMS REUSE / RELOCATE EXISTING FIXTURES L-11 EXTERIOR CONCRETE FIN WALL AT MAIN ENTRANCE CPT -1 CARPET TILE INTERFACE ACCENT FLANNEL #1371102500 6508 TEAL / BRUSHED TUFTED CUT PILE 19.69" x 19.69" VARIES - SEE FLOOR PLAN - FINISH NOTES: 2. & 3. VCT -1 VINYL COMPOSITION TILE ARMSTRONG T.B.D. ( MATCH EXIST. VCT IN KITCHEN) TBD MAIL/COPY ROOM CONC: 1 CLEAR SEALER OFCI NA. CLEAR MATTE ENTRY PLAZA - RECEPTION LOUNGE PL -1 PLASTIC LAMINATE FORMICA T.B.D. T.B.D. T.B.D. REPLACE WAINSCOT @ ALL BATHROOMS RB -1 RUBBER BASE MATCH EXISTING MATCH EXISTING MATCH EXISTING MATCH EXISTING NEW FRAMED PARTIONS , REPAIR AREAS TS -1 FLOOR TRANSITION STRIP JOHNSONITE SLT-XX-L 167 FUDGE CFCI LUMENWERX ALL CARPET -TO -CONCRETE TRANSITIONS WD -1 WHITE OAK VENEER LED STRIP - 27W 500 LUMEN, 350k 5/8" VENEERED PANELS MATCH DESIGNER'S SAMPLE CLEAR MATTE CFCI PLAZA LOUNGE AREA MTL -1 POWDER COATED T.B.D. MATTE LAY -IN TROFFER OAK PANELED WALL, WALL DISPLAY PANELS PWT PLASTER WALL TILE MODULAR ARTS CRUSH PANEL REUSE / RELOCATE EXISTING FIXTURES 32" x 32" ENTRY PLAZA LOUNGE FWB FAUX WOOD BEAMS HUNTER DOUGLAS TAVOLA LEVELS BEAMS 8449 WINDJAMMER TEAK ALUMINUM - DECORATED WOOD VARIES SEE DETAIL 9, SHEET A 3.2 FOR BEAM SIZES AND PATTERN LAYOUT FINISH NOTES: 1. MAY SUBSTITUTE PAINT BRAND WITH OWNER'S APPROVAL . SUBMIT PAINT DRAW -DOWNS TO BOTH WOLF DESIGN AND CATALYST FOR APPROVAL . 2. ROTATE CARPET TILE ONE QUARTER TURN EACH TO MATCH EXISTING PATTERN LAYOUT. 3. VERI FY AVAILABILITY OF POSSIBLE OWNER SUPPLY OF BACKSTOCK AND/OR SALVAGED CARPET TILES PRIOR TO FINALIZING CARPET ORDER. LIGHTING FIXTURE SCHEDULE MARK TYPE WHO MANUFACTURER MODEL TRIM COLOR / FINISH LAMP NOTES L-1 LAY -IN TROFFER E/CR EXISTING 2' x 4' REUSE / RELOCATE EXISTING FIXTURES L-2 RECESSED DOWNLIGHT CFCI AMERLUX HDL -HP -S -A14 -20-LED-120 HDL -HP -SD -A14 20W LED -WF -30 L-3 RECESSED DOWNLIGHT E/CR CFCI SEE EXISTING FIXTURE FOR MANUFACTURER REUSE / RELOCATE EXISTING FIXTURES PER PLAN . ORDER ADDITIONAL AS NEEDED . L-4 TRACK LIGHT E/CR EXISTING REUSE / RELOCATE EXISTING FIXTURES L-5 TRACK LIGHT E/CR EXISTING REUSE / RELOCATE EXISTING FIXTURES L-11 SUSPENDED CEILING FIXTURE OFCI EXISTINGREUSE TBD / RELOCATE EXISTING FIXTURES . HEIGHT AS DIRECTED ON SITE BY OWNER L-13 SUSPENDED CEILING FIXTURE OFCI NA. TBD BOTTOM OF FIXTURE @ 6'-6"AFF L-14 SUSPENDED CEILING FIXTURE OFCI NA. TBD HEIGHT AS DIRECTED ON SITE BY ARCHITECT L -15 SUSPENDED CEILING FIXTURE OFCI NA. TBD HEIGHT AS DIRECTED ON SITE BY ARCHITECT L -16 SUSPENDED CEILING FIXTURE OFCI NA. TBD BOTTOM OF FIXTURE © 7'-0" MIN . L -17 LINEAR WALL GRAZER CFCI LUMENWERX VIA SKIM 3 RECESSED SHALLOW V3SKIS GRO OPTICS W -MATTE WHITE LED STRIP - 27W 500 LUMEN, 350k ORDER TO SIZE. SEE MNFCTR'S WEBSITE FOR ADDITIONAL INFO AND ORDERING OPTIONS L -18 BATHROOM CFCI T.B.D. L-19 LAY -IN TROFFER E/CR EXISTING 2' x 2' REUSE / RELOCATE EXISTING FIXTURES E/CR EXISTING / CONTRACTOR INSTALLED - RELOCATED CFCI CONTRACTOR FURNISHED /CONTRACTOR INSTALLED OFCI OWNER FURNISHED / CONTRACTOR INSTALLED RECEIVED CITY OF TUKWIL OCT 162017 PERMIT CENTER 0) Q,) 0 206.353.2490 CATALYST WORKPLACE ACTIVATION Tukwila, Washington .a I 10848 E Marginal PRINT LOG Permit Issue - 9/13/2017 Permit Correction - ' 1 10/16/2017 6717 REGISTERED ARCHITECT ro • t' • I'7 RICHARD E. GLASMAN STATE OP WASHINGTON REVIEWED FOR CODE COMPLIANCE APPROVED OCT 2 4 2017 City of Tukwila BUILDING DIVISION A2.7 PT -1 PT -1 1 0 1 PT -1 � I WOOD VENEO PANELS (WD -1) I ' 411) I f • `—`46' PT -1 - REPAIR GWB THIS AREA TO MATCH EXISTING \ \ / / n / / \ \ \ \ \ / / / , \ \ \ / / / / / / \ \ \ / \ v / — OPEN OFFICE / LOUNGE 1 INTERIOR ELEVATION - WEST Scale: 1/4" = 1'-0" ENTRY / EXIT REPAIR GWB TO MATCH EXISTING WALL SURFACE AT FORMER WINDOW PT -1 RB -1 PT -1 LINE OF FUTURE DEMOUNTABLE I� WALL BY OTHERS EDINTERIOR ELEVATION - NORTH Scale: 1/4" = 1'-0" COAT CLOSET LINE OF FUTURE DEMOUNTABLE WALL SYSTEM BY OTHERS �--� PT -1 �. ( WALL MOUNTED DISPLAY PANELS --for- TO FINISH (VERIFY) OPEN OFFICE / LOUNGE I.y LINE OF FUTURE DEMOUNTABLE WALL SYSTEM, BY OTHERS —1104 (SEE PLAN FOR BLOCKING DTLS) MEETING ROOM INTERIOR ELEVATION - EAST Scale: 1/4" = 1'-0" LINE OF FUTURE DEMOUNTABLE WALL SYSTEM BY OTHERS (SEE PLAN FOR BLOCKING DTLS) OPEN OFFICE u 4 TO FINISH (VERIFY) ---� FT -1 RB -1 MEETING INTERIOR ELEVATION - SOUTH Scale: 1/4" = 1'-0" EXIT OPEN OFFICE / 00000 0 0 00 000 00 0 000000000 TAVOLA LEVELS BEAMS PT -1 / ALIGN OPEN PT -1 RB -1 OPEN SERVICE BAR NICHE ENTRY PLAZA / CORRIDOR Scale: 1/4" = 1'-0" CORRIDOR I' WALL MOUNTED DISPLAY PANELS W/INTEGRAL LIGHTING LINE OF FUTURE DEMOUNTABLE I I WALL SYSTEM. BY OTHERS (SEE PLAN FOR BLOCKING DTLS) PT -1 INTERIOR ELEVATION Scale: 1/4" = 1'-0" OPEN OFFICE PRIVATE OFFICE MEETING L (CORRI,OR) TAVOLA LEVELS BEAMS LIGHT COVE BEYOND --I REVEAL STEEL ACCENT CHANNEL (MTL-1) WOOD NEER PANELS (WD -1) APROXI. LOCATION OF OWNER SUPPLIED MONITOR . COORCIINATE W/ OWNER . APPLIED MODULAR ARTS PLAVIIR TILE WALL SYSTEM OVER„GWB WALL - (PWT + PT -2) RECEPTION PLAZA ENTRY PLAZA - EAST Scale: 1/4” = 1'-0" TAVOLA FAUX WOOD CEILING BEAMS RECESS SOFFIT SERVICE ` BAR NICHE Scale: 1/4" = 1'-0" PRIVATE OFFICE MEETING ROOM 1 I I 1 0 1 PT -1 � I WOOD VENEO PANELS (WD -1) I 411) I f OPEN OFFICE 7 WOOD PANELED WRAP Scale: 1/4" = 1'-0" RECEIVED CITY OF TUKWILA OCT 162017 PERMIT CENTER 206.353.2490 TALYST WORKPLACE ACTIVATION 0 Ca CD Tukwila Showroom Tukwila, Washington Co co 10848 E Marginal PRINT LOG Permit Issue - 9/13/2017 APermit Correction - 10/16/2017 6717 Io•I-• '7 RICHARD E. GLASMAN STATE OF WASHINGTON REVIEWED FOR CODE COMPLIANCE APPROVED OCT 2 4 2011 City of Tukwila BUILDING DIVISION A3.1 zo LIGHT VALANCE BEYOND 32"X32" SQUARE PLASTER WALL MOUNT TILES: (PWT+PT 2) MODULAR ARTS "CRUSH" . INSTALL PER MANUFACTURER'S INSTRUCTIONS .START LAYOUT IN LOWER LEFT CORNER. SEE FINISH SCHEDULE FOR ADDITIONAL INFO. POWDER COATED METAL EDGE 2'-1 1/2" PLAZA RECEPTION - ENLARGED Scale: 1/2" = 1'-0" 1" CrEil TRACK LIGHTING . RUN POWER THRU FRAME TO BACK OF DISPLAY PANEL POWDER COATED METAL LIGHT BAR FRAME (MTL-1) FABRIC OVER METALIC SURFACED PANELS . ( FABRIC C.O.M . ) OAK FRAME STRUCTURE - MATCH WD -1 FINISH (4) SECTION @ DISPLAY PANEL Scale: 3/4" = 1'-0" PLASTER WALL TILES POWDER COATED ARCHITECTURAL ANGLE (MIL -1) GWB TO FLOOR , PAINTED TO MATCH GWB WALLS FINISH FLOOR SECTION DETAIL HALF SCALE EXIST GWB WALL --to- POWDER COATED ARCHITECTURAL ANGLE (MTL-1) PLASTER WALL TILES PLASTER TILE EDGE HALF SCALE 45° MITER @ METAL BAND CORNER .45 NOTE WIDTH OF FRAME VARIES . MATCH METAL STRUCTURE TO WIDTH OF WOOD FRAME ON WHICH IT WILL BE MOUNTED . N DISPLAY PANEL VIEW OAK PANEL OAK BASE - FINISH TO MATCH OAK PANELS FINISH FLOOR ....L W a S, OAK PANEL WALL END HALF SCALE AS REQUIRED FOR CONTINUOUS LINE �1/////////////J_ POWDER COATED STEEL ANGLE (WHERE VISIBLE), % (MIL -1) GWB PARTITION 14 STEEL BAR ANGLE DETAIL HALF SCALE APPROX . LOCATION OF OWNER SUPPLIED MONITOR . COORDINATE INSTALL WITH OWNER'S CONSULTANT REINFORCED MITERED ALL CORNERS AT WOOD PANELS . ALIGN SEAMS & JOINTS , TYP. Woo 7-0" 2" GAP / REVEAL 3'-7 1/2" POWDER COATED STEEL ACCENT BAR CONTINUOUS (MTL-1) OAK VENEER PANELS , (WD -1) RIFT CUT. SLIP MATCHED - ORIENT VERTICALLY . ( SEE DESIGNER'S SAMPLE FOR FINISH ) BUTT JOINT PATTERN SOLID OAK BASE ii .tir:t PARTIAL OAK PANEL WALL - ENLARGED Scale: 1/2" = 11-0" PROVIDE STRUCTURAL SUPPORT ABOVE DOORS TO SUPPORT POINT LOAD OF 320 POUNDS WITH A MAXIMUM DEFLECTION OF! 1/8" 2 X 3/4" PLYWOOD BLOCKING IN HEADER 410 x ' PH Rob_ ST 1:18" ---- 3- (5) -5 NOT USED WALL SYSTEM BY OWNER Header MFS -0051-1 Snap -on MPS -0054-1 wl Gasket G-0006 3/4" PLYWD VERTICAL PLYWOOD IN WALL BLOCKING WALL SYSTEM BY OWNER (6) BLOCKING DTL @DEMOUNTABLE WALL POWDER COATED STEEL BAR (Mm -I) STEEL BAR @ OAK PANELS HALF SCALE 1 5/8" PARTITION WALL (1) LAYER TYPE "X" GWB EA. SIDE 3 5/8" 20 GA. METAL STUDS @ 24" O.C. TO HEIGHT OF EXISTING PARTITION WALLS SOUND ATTENUATION BATS SEAL PERIMETER WITH SOUND CAULK FABRIC OVER METALIC SURFACED PANELS . ( FABRIC C.O.M . ) BLOCKING OAK FRAME STRUCTURE 4" k DISPLAY PANEL OUTER FRAME HALF SCALE 1 1/8" rBLOCKING i FABRIC OVER METALIC SURFACED PANELS . ( FABRIC C.O.M . ) OAK FRAME STRUCTURE DISPLAY PANEL INNER FRAME HALF SCALE (1) LAYER TYPE "X" GWB @ NEW FACE 3 5/8" 20 GA. METAL STUDS 24" O.C. TO HEIGHT OF EXISTING PARTITION WALLS (AS REQUIRED) EXISTING GWB AND STRUCTURE TO REMAIN WHERE APPROPRIATE 8 WALL TYPE A-8 Scale: 3" =1 `-0" tRo OPEN GAP AT PANELS ABOVE METAL LIGHT BAR FRAME , TYP. POWDER COATED METAL LIGHT BAR FRAME (MTL-1) FABRIC OVER METALIC SURFACED PANELS . ( FABRIC C.O.M . ) OAK FRAME STRUCTURE ( FINISH TO MATCH OAK PANELS AT ENTRY PLAZA ) DISPLAY PANEL - ENLARGED Scale: 1/2" = 1'-0" 'MG' main tee 1 Wst clip & hanger bracket 'Ms' cross tee 12 ga hanger wire or rod, by others Woodwright'" Tavola— beam end cap 2' - 8 1/2" PATTERN MODULE TAVOLA BEAMS - "STAGGER PATTERN" REPEAT LAYOUT Scale: 1 1/2" = 1'-0" 1-3 LINEAR LED WALL GRAZING LIGHT FIXTURE PER SCHEDULE PLASTER WALL TILES ON EXIST PARTION WALL SUSPENDED ACCOUSTICAL CEILING SECTION AT WALL GRAZER LIGHT TROUGH HALF SCALE RECEIVED CITY OF TUKWIL OCT 1 6 2097 PERMIT CENTER 206.353.2490 0 rn c co co 10848 E Marginal PRINT LOG Permit Issue - 9/13/2017 A\Permit Correction - 10/18/2017 6717 REGISTERED ARCHITECT ``o teo" RIS RD E. t LASMAN STATE OF WASHINGTON REVIEWED FOR CODE COMPLIANCE APPROVED OCT 242017 City of Tukwila BUILDING DIVISION A3.2 12 GA. MIN. HANGER WIRE @48" O.C. MAX. & W/IN 8" OF CEILING OR WALL DISCONTINUITY; PROVIDEADD'L WIRE W/IN 3" OF EA. CORNER OF EA. FIXTURE; PROVIDE (2)ADD'L WIRES TO OPPOSITE CORNERS OF FIXTURE (MAY BE SLACK PARALLEL TO MAIN RUNNER; 12 GA. WIRE, TYP. 45° MAX., NOTE: ATTACH GRID BRACING ASSEMBLY @ 12' o.c. MAX. START FIELD 4'-O" FROM PERIMETER DEMISING WALL. 0 SEISMIC BRACING Ei NOTES: 1.INSTALL SEISMIC SEPARATION JOINTS OR FULL HEIGHT PARTITIONS ON CEILINGAREAS OVER 2,500 S.F. 2. ALL LIGHT FIXTURES AND MECHANICALTRIMS SHALL BE INDEPENDENTLY SUPPORTED BY SAFETYWIRES TRUSS BOT. CHOR JOIST TIE HANGER WIRE TO BOT. CHORD @ PANEL VERTICAL COMPRESSIO STRUT @ 12'-0" o.c. MAX. EA. WAY PER SCHED. 12 GA. WIRE BRACE; PARALLEL TO MAIN RUNNER HANGAR WIRE (12 ga) @ 4'-0" o.c. MAX. ACT PANEL PER CEILING PLAN,TYP. HEAVY DUTY MAIN RUNNER AND CROSS TEE , TYP. SPREADER BAR WALL MOULDIN 3/8" SPACE TO WALL REFER "A" FOR HANGER WIRE, STRUT AND CONNECTION TO STRUCTURE ABOVE COMPRESSION STRUT PER SCHED. NOTCH AS REQ'D FOR CEILING PANEL 12 GA. HANGER WIRE PARALLER TO CROSS TEE,ANCHORED TO MAIN RUNNER 45° MAX., TYP. NOTE: LIGHTS & MECH. GRILLS SHALL BE MECH. FASTENED TO GRID. COMPRESSION STRUT SCHEDULE COMPRESSION STRUT MAX. HEIGH1 362S125-18 SINGLE STUD T-0" 250S137-33 SINGLE STUD 8'-6" 250S162-33 SINGLE STUD 10'-4" 362S200-33 SINGLE STUD 12'-10" 3118ga. PIPE 17'-3" 12 GA. TIE WIRE SEISMIC BRACING ASSEMBLY PER "B" 45 ° 8" MAX . MAX. 2" WALL MOULDIN CONNECT GRID TO WALL CHANNEL ON TWO ADJACENT WALLS WALL PER PLAN ATTACHED WALL SPREADER BAR 2" WALL MOULDIN 3/4" SPACE TO WALL 0 TWO ADJACENT WALLS WALL PER PLAN UNATTACHED WALL 8" MAX . PROPRIETARY SYSTEM: ARMSTRONG SEISMIC RX (ESR -1308) (INSTALL SYSTEM EXACTLY AS SHOWNIN EVALUATION REPORT) r 8" MAX . MANUF'RS ATTACHED WALL CLIP 7/8" WALL MOULDING WALL PER PLAN ATTACHED WALL SPREADER BAR MANUF'RS UNATTACHE WALL CLIP 7/8" WALL MOULDING WALL PER PLAN 8" MAX UNATTACHED WALL STRUCTURE ABOVE CONNECTION - PARTITION TO STRUCTURE At3OVE I- ACCOUSTICAL CEILING BRACING @ DEMOUNTABLE WALLS 4 Y x 2' II GAI)6E BENT STEEL 16" ANGLE CU ENLARGED DETAIL 16 W 410 HEX HEAD XX13( x 0.040 STEEL STUD SCAFCO 362 SFS 162.43E0$ TRIM STUD RANGES AS NEEDED TO MEET SLAB D/ST BRACING @ DEMOUNTABLE WALL Header MFS -0051-1 Snap -on MFS -0053-1 w/ %" Pile d' '0 003114lI N Rob. SD 2@ 24" c/c Header MFS -0051-1 Snap -on MFS -0054-1 w/ Gasket Sill MFS -0073-1 Snap -on MFS -00741 w/ Gasket Y4-0 x 25/8" Hilti KH -EZ @ 16" c/c (min. 15/8" embedment) WOOD BLOCKING 2 1/4" X 1 5/8" X 3/16" X 3 LONG FORMED ALUM. CUP SUSPENDED CEDJNG #10 x 3/4" PH Rob. SD 2@ 24" c/c 114-- 3" --- VA Header MFH -0055 Snap -on MFS -0058 w/ Gasket Sill MFH -0064-1 Snap -on MFS -0065-1 w/ Gasket x 2/" Hilti KH -EZ @ 16" c/c (min. 15" embedment) L: a i11pn't.:iih�l"ti SECTION PANELL V20 'o SEES OR V5000 SERIES 12 GA. (0.1060) GALV SOFT ANNEALED MIL BOIL STEEL WIRE (ASTM A641) 41/4"X2"X3/16"X 3" FORMED ALUM. CHANNEL BRACING @ DEMOUNTABLE WALL RECEiVED CITY OF TUKWILA OCT 1 6 2017 PERMIT CENTER C) C co CO B1 (1) 206.353.2490 0 ad E 5 8 gx0 co ectc) Tukwila, Washington 10848 E Marginal PRINT LOG Permit Issue - 9/13/2017 Permit Correction - 10/16/2017 6717 RICHARD E. GI,ASMAN� I7 STATE OF WASHINGTON REVIEWED FOR CODE COMPLIANC5 APPROVED OCT 2 4 2017 City of Tukwila BUILDING DIVISION A4.1