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HomeMy WebLinkAboutPermit D15-0088 - 606 BUILDING / VACANT SPACES - INTERIOR TENANT IMPROVEMENTVACANT SPACES 606 INDUSTRY DR I�S�i�lil%I � City of Tukwila • r 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.Rov Parcel No: 0223400010 Address: 606 INDUSTRY DR Project Name: VACANT SPACES DEVELOPMENT PERMIT Permit Number: D15-0088 Issue Date: 5/6/2015 Permit Expires On: 11/2/2015 Owner: Name: BLUE DOG PROPERTIES TRUST Address: PO BOX 847 C/O THOMSON REUTERS PTS, CARLSBAD, WA, 92018 Contact Person: Name: RANDY MORGAN Phone: (206) 587-7120 Address: 1326 FIFTH AVE SUITE 400, SEATTLE, WA, 98101 Contractor: Name: ELLSWORTH BUILDERS INC Phone: (425) 482-2904 Address: 8425 219 ST SE, SUITE 100, WOODINVILLE, WA, 98072 License No: ELLSWBI099CF Expiration Date: 2/14/2016 Lender: Name: NCWP ANDOVER EXECUTIVE PARK LL Address: 505 UNION AVE SE #120, OLYMPIA, WA, 98501 DESCRIPTION OF WORK: NON-STRUCTURAL INTERIOR TENANT IMPROVEMENT CONSISTS OF INFILLING OPENING OF EXISTING DEMISING WALL OF SUITE 606 USING THE SAME CONSTRUCTION SYSTEM AND MATERIALS Project Valuation: $7,500.00 Fees Collected: $684.03 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: VB Occupancy per IBC: F-1 Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: TUKWILA Sewer District: TUKWILA SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: 2012 National Electrical Code: 2014 International Residential Code Edition: 2012 WA Cities Electrical Code: 2014 International Mechanical Code Edition: 2012 WAC 296-466: 2014 Uniform Plumbing Code Edition: 2012 WA State Energy Code: 2012 International Fuel Gas Code: 2012 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Volumes: Cut: 0 Fill: 0 Landscape Irrigation: Sanitary Side Sewer: Number: 0 Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: No t Permit Center Authorized nature: f Date:" (D ut Signature: 1 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. 1 am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Date: Print Name: i i? lGl" This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: 'BUILDING PERMIT CONDITIONS' 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. ASCE 7, Chapter 13. 5: Partition walls shall not be tied to a suspended ceiling grid. All partitions greater than 6 feet in height shall be laterially braced to the building structure. Such bracing shall be independent of any ceiling splay bracing. 6: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 7: 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. 8: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 9: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 10: 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. 11: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 12: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 13: 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. 14: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 31: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 17: 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) 18: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (3A, 40B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 15: 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) 16: 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) 19: Maintain fire extinguisher coverage throughout. 20: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 21: 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) 22: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 23: 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 1008.1.9.1) 24: 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 1017.1) 26: 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. 27: 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) 29: 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. 30: Maintain fire alarm system audible/visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible/visual notification devices. (City Ordinance #2437) 28: 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) 32: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.9 of the International Building Code. 25: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 33: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 34: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL" 1400 FIRE FINAL 0409 FRAMING 0502 LATH & GYPSUM CITY OF TUKWILA Community Development Department • Public Works Department • Permit Center 6300 Southcenter Blvd., Suite 100 Tulavila, WA 98188 hftp://www.Tukwi]aWA.gov Building Permit No. _ (i[J�l) Project No. Date Application Accepted: �� �'Z— ( S Date Application Expires: ( or 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 (PDO King Co Assessor's Tax No.: 022340-0010 Site Address: 1.596-Industry Drive Suite Number: 606 Floor: I Tenant Name: New Tenant: ❑ .....Yes m ..No PROPERTY OWNER Name: NCWP Andover Executive Park, LLC Address: 505 Union Avenue SE, #120 City: Olympia State: WA Zip: 98501 CGN ACT PERSON — person receiving all project communication Name: Randy Morgan Address: 1326 5th Avenue, 4400 City: Seattle State: WA Zip: 98101 Phone: (206) 587-7120 Fax: (206) 587-7122 Email: randym@burgessdesign.net GENERAL CONTRACTOR INFORMATION Company Name: Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: ARCHITECT OF RECORD Company Name: Burgess Design Architect Name: Randy Morgan Address: 1326 5th Avenue, Suite 400 City: Seattle State: WA Zip: 98101 Phone: (206) 587-7120 Fax: Email: randym@burgessdesign.net ENGINEER OF RECORD Company Name: Engineer Name: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 1.9.27.095) Name: " C NJ✓�_(}-'Ili li1Z,1r Address: 65 City: O) ./M P)4 State: Zip:gb-o Q61- H:Wpplications\Fomis-Applications On Line\2011 ApplicationsTermit Application Revised - 8-9-11.docx Revised: August 2011 Pagel of 4 hh BUILDING PERMIT INFORMATI6N-'206-431-3670 . + 11 Valuation of Project (contractor's bid price): Describe the scope of work (please provide c M information): Existing Building Valuation: $ Non-structural interior tenant improvement: consists of infilling opening of existing demising wall of Suite 606 using the same construction system and materials. Will there be new rack storage? ❑..... Yes ®.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC I' Floor 13,041 200 0 0 VB F 1 2 "d Floor P Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑....... Yes ❑....... No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: © ....... Sprinklers %❑ ....... Automatic Fire Alarm ❑ .......None ❑ .......Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? El ....... Yes ❑ .......No If `yes', attach list of materials and storage locations on a separate 8-112"x I I "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\Fonns-Applications On Line12011 ApplicationsTermit Application Revised - 8.9-1l.docx Revised: August 2011 Page 2 of 4 bh PUBLIC WORKS PERMIT INFOkMATION — 206-433-0179 ` Scope of Work (please provide detailed information): Not applicable Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑... Water District #125 ❑ .. Highline El.. Renton ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ... Valley View ❑ .. Renton El.. Seattle ❑ ...Sewer Use Certificate ❑... Sewer Availability Provided 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 anc ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑ ...Traffic Impact Analysis ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ .. Right-of-way Use — Potential Disturbance ❑ ... Construct ion/Excavation/Fi I I - Right-of-way ❑ 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 El.. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size.. WO # ❑ ...Water Only Meter Size............ WO # []...Deduct Water Meter Size ❑ ...Sewer Main Extension.............Public ❑ Private ❑ ❑ ...Water Main Extension.............Public ❑ Private ❑ FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Day Telephone: Mailing Address: City State Zip H:Wpplications\Forms-Applications On Line\2011 ApplicationsTermit Application Revised - 8.9-I l.docx Revised: August 2011 Page 3 of 4 bh 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 g9J one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and i9difi#le cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY T I AVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY Y T)4E LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNEWOIVAJITMORIZED AGENT: Print Mailing : 1326 5th Ave, Suite 400 Date: 04/13/2015 Day Telephone: (206) 587-7120 Seattle WA 98101 City State Zip MApplicationsWo=-Applications On Line\2011 ApplicatroreTermit Application Revised - 8-9-11.do" Revised: August 2011 Page 4 of 4 bh DESCRIPTIONS• PermitTRAK QUANTITY PAID $362.80 D15-0088 Address: 606 INDUSTRY DR Apn: 0223400010 $362.80 DEVELOPMENT $338.09 PERMIT FEE R000.322.100.00.00 0.00 $86.49 WASHINGTON STATE SURCHARGE 13640.237.114 0.00 $4.50 PERMIT FEE R000.322.100.00.00 0.00 $247.10 TECHNOLOGY FEE $24.71 TECHNOLOGY FEE TOTAL$362.80 R000.322.900.04.00 0.00 $24.71 Date Paid: Wednesday, May 06, 2015 Paid By: ELLSWORTH BUILDERS INC Pay Method: CHECK 16517 Printed: Wednesday, May 06, 2015 9:06 AM 1 of 1 N?WSYS7EM5 Date Paid: Monday, April 13, 2015 Paid By: BURGESS DESIGN Pay Method: CHECK 013653 Printed: Monday, April 13, 2015 4:22 PM 1 of 1 (rp SYSTEMS INSPECTION RECORD ((��o Z Retain a copy with permitI—AE -WUU INSPECTION NO. PERMIT NO. � d CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., *100, Tukwila, WA 98188 (206)431-3670 Proje Type of Inspection: �V A i Address: Date Called: Special Instructions: Date Wanted: _ V Requester: ` Phone No: ❑ Approved per applicable codes. 11 Corrections required prior to approval. COMMENTS: ;2"Iyo r ^ Ilnspector.`��� (Date: $60.00 REINSPECTION FEE REQlMD. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 9151 INSPECTION RECORD Q Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 ProIC6[At Type of Inspection: Address y� Y Date Called: Special Instructions: aRequester. Date Wanted - � �jl^�G� Phone ZA r -- '_ 6 " `Cl ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: s� c A22 / INSPECTION RECORD / Retain a copy with permit l INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: �r Type of Inspection: Address: - Contact Person:' Suite #:-7 - _! � /.� t C-r� Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: s r Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector,-- Date: (J� t - Hrs.: f , �$100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. willing Aaaress Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0088 PROJECT NAME: VACANT SPACES SITE ADDRESS: 606 INDUSTRY DR X Original Plan Submittal DATE: 04/13/15 Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: Buil mg Division a Public Works PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Corrections Required ❑ (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: ft AW (J Ili Fire Prevention is Structural ❑ aft 1 � 10 Planning iv" a Permit Coordinator a DATE: 04/16/15 Structural Review Required ❑ DATE: DUE DATE: 05/14/15 Approved with Conditions Ef Denied ❑ (ie: Zoning Issues) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/200 ELLSWORTH BUILDERS INC Home Inicio en lspanol Contact Page 1 of 2 Search L&I ,ti7 Safety Washington State Department of Labor & industries ELLSWORTH BUILDERS INC Owner or tradesperson ELLSWORTH, THOMAS ALLEN Principals ELLSWORTH, THOMAS ALLEN, PRESIDENT ELLSWORTH, ANNA L, SECRETARY (End:01108/2014) Doing business as ELLSWORTH BUILDERS INC WA UBI No. 601 283 383 License A-% Index Help My Secure. L&I Claims & Insurance Workplace Rights Trades & Licensing 8425 219TH ST SE STE 100TH WOODINVILLE, WA98072 425-482-2904 KING County Business type Corporation 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. ELLSWBI099CF Effective — expiration 02/06/1991— 02/14/2016 Bond ................. OHIO CAS INS CO $12,000.00 Bond account no. 2917483 Received by L&I Effective dale 02/14/2002 02/06/2002 Expiration date Until Canceled Insurance ........................... West American Ins Cc $1,000,000.00 Policy no. BKW62030787 Received by L&I Effective date 02/06/2015 02/06/2013 Expiration date 02/06/2016 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 ................ https:Hsecure.Ini.wa.gov/verify/Detail.aspx?UBI=601283 3 83 &LIC=ELLS WBI099CF&SAW= 5/6/2015 GENERAL NOTES ARCH % INTERIOR ABBREVIATIONS BUILDING SUMMARY PROJECT TEAM 1. CONTRACTOR SHALL COMPLY WITH THE CURRENT "GENERAL CONDITIONS," AND BUILDING ADJ - ADJUSTABLE MECH - MECHANICAL 1. PROJECT ADDRESS: ARCHITECT/DESIGNER: GENERAL CONTRACTOR: STANDARDS AS PROVIDED BY THE BUILDING OWNER. AFF - ABOVE FINISH FLOOR MEZZ - MEZZANINE 596 INDUSTRY DRIVE, SUITE 606 Burgess Design, Inc. TBD ALT - ALTERNATE MFR - MANUFACTURER TUKWILA, WA 98188 1326 - 5th Avenue, Suite 400 2. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF ALUM - ALUMINUM MIN - MINIMUM Seattle, Washington 98101 PLUMBING ENGINEER: DIFFERENT TRADES. APC -ACOUSTICAL PANEL CEILING MISC -MISCELLANEOUS 2. APPLICABLE CODES & ORDINANCES: Tel: 206.587.7120 TBD - Bidder Design Build by G.C. APPROX -APPROXIMATE 2012 INTERNATIONAL BUILDING CODE Fax: 206.587.7122 3. DO NOT SCALE DRAWINGS. CONTACT ARCHITECT FOR ANY MISSING DIMENSIONS. ARCH - ARCHITECTURAL MTD -MOUNTED 2012 INTERNATIONAL MECHANICAL CODE ATTN: RANDY MORGAN MECHANICAL ENGINEER: ACT - ACOUSTICAL CEILING TILE MTL - METAL 2012 INTERNATIONAL FUEL GAS CODE TBD - Bidder Design Build b G.C. 9 Y 4. CONTRACTOR INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE OWNER AND AV -AUDIO VISUAL N/A -NOT APPLICABLE 2012 INTERNATIONAL FIRE CODE BUILDING PROPERTY MANAGER: ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON BLDG - BUILDING NIC - NOT IN CONTRACT 2012 WASHINGTON STATE ENERGY CODE (WAC 51-1 1) Skanlan Kemperbard Companies ELECTRICAL ENGINEER: SHOP DRAWING ONLY WILL NOT SATISFY THIS REQUIREMENT. BOB - BOTTOM -NOT SCALE 2012 UNIFORM PLUMBING CODE 617 Industry Drive TBD - Bidder Design Build by G.C. 2014 NATIONAL ELECTRICAL CODE Tukwila, Washington 98188 5. ALL MODIFICATIONS, REQUIRING OWNER OR ARCHITECT APPROVAL WILL NOT BE VALID CAB -CABINET 0C OC - E ON CENTER 2012 WASHINGTON STATE AMENDMENTS Tel: 206.575-6155 FIRE/LIFE SAFETY ENGINEER: UNLESS AUTHORIZED IN WRITING BY OWNER AND/OR ARCHITECT. CL - CENTER LINE OFF - OFFICE 2009 ICE /ANSI 117.1 ACCESSIBLE &USABLE BUILDINGS AND FACILITIES Fax: 206.587.7122 TBD -Bidder Design Build by G.C. CLG - CEILING OPNG - OPENING ATTN: ROSS BECKLEY 6. WITHIN FIVE (5) BUSINESS DAYS OF START OF CONSTRUCTION, THE CONTRACTOR SHALL CLR - CLEAR OVHD - OVERHEAD 3. GENERAL BUILDING DESCRIPTION: NOTIFY IN WRITING BOTH THE ARCHITECT AND OWNER OF ANY ITEMS WHOSE ESTIMATED COL - COLUMN P - PAINT TYPE CF CONSTRUCTION: TYPE VB PLUMBING, MECHANICAL, ELECTRICAL, DELIVERY TO THE SITE WOULD BE LATER THAN THAT REQUIRED FOR TIMELY INSTALLATION IN CONC - CONCRETE PART - PARTITION FIRE RESISTIVE SYSTEM: NON-SPRINKLERED LIFE SAFETY PERMITS UNDER SEPARATE THE CONSTRUCTION SEQUENCE SUBSTITUTION OF ALTERNATE ITEMS WITH SHORTER LEAD CONF - CONFERENCE PERF - PERFORATED OCCUPANCY TYPE: F1 AND B, OFFICE SUBMITTALS. TIMES, PAYMENT OF RUSH FABRICATION OR DELIVERY CHARGES OUT OF SEQUENCE PERIM - PERIMETER INSTALLATION, OR DELAY OF INSTALLATION OPTIONS TO BE AT THE SOLE APPROVAL OF DEMO - DEMOLITION 4. FIRE RESISTIVE CONSTRUCTION REQUIREMENTS: OWNER OR ARCHITECT. DEPT - DEPARTMENT PERP -PERPENDICULAR SHAFT ENCLOSURES: N/A DF - DRINKING FOUNTAIN PLAM - PLASTIC LAMINATE EXIT STAIR ENCLOSURES: N/A DRAWING INDEX 7. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL WORK AND MATERIALS IN ACCORDANCE WITH THE LATEST LOCAL BUILDING CODES AND ORDINANCES. DIA - DIAMETER PLYWD - PLYWOOD DIFF DIFFUSER CORRIDORS: N/A - QTY - QUANTITY DIM - DIMENSION (R) - RELOCATED 5. EXITS: DRAWING ISSUED 8. CONTRACTOR SHALL VERIFY ALL FIELD DIMENSIONS AND CONDITIONS AND SHALL REPORT DTL - DETAIL RA APPROXIMATE AREA OF CONSTRUCTION: 200 SQFT ANY CONFLICTS OR QUESTIONS FOR RESOLUTION BEFORE PROCEEDING WITH THE WORK. DO DW - DISHWASHER - RETURN AIR TOTAL APPROXIMATE SUITE AREA: SUITE 604=1,575 SQFT; SUITE 606=1,545 SQ. F.T; w NOT SCALE THE DRAWINGS. DWG - DRAWING RCP -REFLECTED CEILING PLAN SUITE 608 = 1,484 SQ. FT. _ CH REC - RECESSED I- Q, 9. THE USE OF WORD "PROVIDE" SHALL ALWAYS MEAN, "FURNISH AND INSTALL, CONNECT, EEA - ELEVATOR REF - REFERENCE TOTAL APPROXIMATE FLOOR AREA: 13,041 SQFT 0 OR SECURE" AS REQUIRED. ELEC -ELECTRICAL REFR - REFRIGERATOR OCCUPANT LOAD FACTOR: B=100; F1=500 0 ELEC - ELEVATION REL - RELOCATE NUMBER OF TOTAL PROPOSED OCCUPANTS: GENERAL 10. ALL MATERIALS AND EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURERS WRITTEN INSTRUCTIONS AND TRADE ASSOCIATES ACCEPTED STANDARDS. EQ - EQUAL REV - REVISION OR REVISED SUITE 604: OFFICE= 4 WAREHOUSE= 3 1 X1 I G.0.0 COVER SHEET PROJECT INFORMATION X G.0.1 PROJECT NOTES EQUIP - EQUIPMENT RM - ROOM SUITE 606: 11. CONTRACTOR SHALL PROVIDE A WRITTEN CONSTRUCTION SCHEDULE. THIS SCHEDULE EXT - EXTERIOR RO - ROUGH OPENING OFFICE= 4 WAREHOUSE= 3 SHALL INCLUDE DELIVERY LEAD TIMES OF CONSTRUCTION ITEMS, AND START AND FA - FIRE ALARM RTD - RATED SUITE 608: ARCHITECTURAL INTERIORS X A.2A.1 CONSTRUCTION PLAN COMPLETION DATES OF EACH PHASE. THE CONTRACTOR SHALL UPDATE AND PROVIDE SUCH FD - FLOOR DRAIN SCHED - SCHEDULE OFFICE= 3 WAREHOUSE= 3 SCHEDULE ON A BIWEEKLY BASIS. FE - FIRE EXTINGUISHER SQUARE FEET/FOOT FEC - FIRE EXTINGUISHER CABINET SHT - SHEET NUMBER OF EXITS REQUIRED: 1 REQUIRED; 2 PROVIDED 12. WORK MUST BE SCHEDULED WITH THE BUILDING MANAGEMENT TO AVOID DISRUPTION TO FFE - FINISH FLOOR ELEVATION SIM - SIMILAR MINIMUM EGRESS WIDTH REQUIRED: 3'-8" THE TENANTS. FIN - FINISH SPEC - SPECIFICATION COMMON PATH OF EGRESS TRAVEL: 75' NON-SPRINKLERED 13. ACCESS TO AND FROM THE PROJECT SITE, SPECIAL CONDITIONS, NOISY WORK, TIMING FLUOR - FLUORESCENT SPKLR - SPRINKLER 6. PROJECT EESCRIPTION: OF WORK, INTERRUPTION OF MECHANICAL AND ELECTRICAL SERVICES, RELOCATION OF FLR - FLOOR SPKR - SPEAKER NON-STRUCTURAL INTERIOR TENANT IMPROVEMENT: CONSIST OF INFILLING EXISTING DEMISING EXISTING EQUIPMENT, CASEWORK, FIXTURES, FITTINGS, ETC., MUST BE COORDINATED WITH FO - FACE OF SQ - SQUARE WALL OPENINGS. THE BUILDING MANAGEMENT. FOIC - FURNISHED BY OWNER, INSTALLED STD - STANDARD SITE PLAN -NTS REVISIONS � 14. ADEQUATE CLEANUP, PROTECTION AND PLACEMENT OF ANY CEILING TILES AND/OR BY CONTRACTOR STL -STEEL FTIC - FURNISHED BY TENANT, INSTALLED BY CONTRACTOR STOR -STORAGE No changes shall be made to the OTHER DISRUPTION TO THE ADJACENT TENANT IMPROVEMENTS MUST BE REPLACED BEFORE scope " BUSINESS HOURS OF THAT TENANT IN ORDER THAT THE OCCUPANT WILL NOT BE FURR - FURRING STRL -STRUCTURAL 'e l� t -or approvalof INCONVENIENCED IN THE NORMAL CONTINUATION OF THEIR OFFICE HOURS. GA -GAUGE STRUC - SYMM -SYMMETRICAL STRUCTURAL 'f� m °9d {' . `` ` '.,' ` ' ` P`-' I'VIIT - --____ __ I ukwila Building Division. I = `r- €0"iE: Revisions 15. EACH SUBCONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO ADJACENT WORK AND GC -GENERAL CONTRACTOR GL - GLASS TBD - TO BE DETERMINED I �sF \ ) _ I j ; C , ctm,„+r,,, c rr�iil require I _' q a new plan submittal and may include additional plan review fees. SHALL REPAIR SAID DAMAGE AT THEIR OWN EXPENSE. THIS INCLUDES ALL AREAS ON THE GWB - GYPSUM WALLBOARD TEL - TELEPHONE OR TELECOM - (8) PARKING` PLANTER �� L N',Gchanical 2 ! - PREMISES SUCH AS: COMMON HALLWAYS, FREIGHT ELEVATOR VESTIBULES, ETC. TEMP -TEMPERED sPAces t HC - HANDICAPPED THK -THICKNESS �/ L�J Elec„ical - -� SUalEcr �'- -� =n.RoreRm, 16. SCHEDULE THE USE OF THE ELEVATOR WITH BUILDING MANAGEMENT. HDW - HARDWARE TO -TOP OF ►�! r IL • nbing ])I SiR\URI\I' PROJECT LOCATION a ,� ,�. 17. UPON COMPLETION OF ALL CONSTRUCTION, THE CONTRACTOR SHALL SUPPLY THE HM - HOLLOW METAL (STEEL FRAME) HR - HOUR TOS - - TOP OF SLAB TYPICAL ` Gam Piping LANDLORD WITH ONE SET OF "RECORD" AS -BUILT DRAWINGS. INCL -INCLUDED OR INCLUDING TIO -UNLESS OTHERWISE NOTED PROJEC- LOCATION P%aNT . 18. ALL MATERIALS TO BE NEW UON. INFO - INFORMATION INSUL -INSULATION LION UPS - UNINTERRUPTED POWER SUPPLY - I eLANrER o€.TL1iC4Vi{ �" ; ^ ,s ,. L=-- --= ' � i. V!S10N \ s , LOT7 / 10 12 LAV -LAVATORY VCT - VIF - VINYL COMPOSITION TILE VERIFY IN FIELD >nT1zv'. I \ , 9 /, \ 19. PATCH ALL DISTURBED AND/OR DAMAGED AREAS AS REQUIRED TO ACCOMPLISH NEW LF -LINEAR FOOT W - WITH WORK AND AS REQUIRED FOR FINISHED APPEARANCE. MATL - MATERIAL - ( i \ / �.. MAX - MAXIMUM WC -WATER CLOSET �� - 13 � • . " 14 20. GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL NECESSARY SACKING, MDF - MEDIUM DENSITY FIBERBOARD WD - wooD LNTR� _ � BLOCKING, AND FRAMING FOR LIGHT FIXTURES, ELECTRICAL FIXTURES, CASEWORK AND ALL W/0 -WITHOUT - - --- ���1 �2 `� L� OTHER ITEMS REQUIRING IT. ?'(, (10) PARKING (9) PARKING T�� 16 �, 17 .� t. SPACES -' SPACESADA Permit �■ O 21. CONTRACTOR TO COORDINATE ALL FIRE ALARM WORK WITH BUILDING OWNER. _ O PARKING r 22. ALL PAINT AND FINISH MATERIAL COLORS SHALL MATCH ARCHITECT'S CONTROL SAMPLES ADA ,' srncEs `` PARCEL REFERENCE PLAN: NOT TO SCALa Plan review approval i5 Subject to errors and diAND LEGAL DESCRIPTION PARCEL N 0 REQUIRE ARCHITECT'S REVIEW PRIOR TO INSTALLATION. SUBMIT TO ARCHITECT THREE _ _ _ ENTR LATTER (7) PARKING SPACES. PROJECT DATA: Approval of construction documents does not I (3) COPIES FOR REVIEW. . - `. ANDOVER - EYECUTIVE PARK -BUILDING 8 the violation of any adopted code or ordinanc , PARCEL NUMBER: 022340-0010 23. CONTRACTOR SHALL FURNISH SHOP DRAWINGS FOR REVIEW ON CABINETWORK, MILLWORK r eNSEM ENT ZIP CODE: 98188 of approved Field Copy and conditions is aclzn AND ANY OTHER SPECIAL ITEMS REQUIRING CUSTOM SHOP FABRICATION. SUBMIT TO �i'RA1ER ARCHITECT AT LEAST THREE (3) COPIES FOR REVIEW. LEGAL DESCRIPTION: ANDOVER INDUSTRIAL PARK #5 LESS UP RR OPER R/W p-72°l----- R=410.28' L=517.5, PARCEL NUMBER:022-340-00)0 By, 24. REPETITIVE FEATURES NOT FULLY SHOWN OR NOTED ON THE DRAWINGS SHALL BE -�-�! / BUILDING SQFT: 17,973 Date: COMPLETELY PROVIDED AS IF DRAWN IN FULL. BUILDING SITE PLAN STORIES:2 25. THROUGHOUT THE DRAWINGS ARE ABBREVIATIONS WHICH ARE IN COMMON USE. THE Not to Scale / \ JURISDICTION: CITY OF TUKWILA City of Tutavila LIST OF ABBREVIATIONS PROVIDED IS NOT INTENDED TO BE A COMPLETE LIST. THE ZONING: TUC (TUKWILA URBAN CENTER) BUILDING DIVISION ARCHITECT WILL DEFINE THE INTENT OF ANY IN QUESTION. DEFINITIONS AND DIMENSIONS KEY PLAN/FLOOR PLATE- 1 :25' STREET REVIEWED FOR MAP E COMPLIANCE A. DEFINITIONS: APPROVED 1. "TYPICAL" OR "TYP" INDICATES IDENTICAL COMPLETE SYSTEM FOR THE CONDITION NOTED. APR 2 8 2015 2. "SIMILAR" OR "SIM." INDICATES COMPLETE SYSTEM AND COMPONENTS COMPARABLE TO %,/ THE CHARACTERISTICS FOR THE CONDITION NOTED. LONGEST PATH OF PROJECT LOCATION Ci of Tukwila "AS EGRESS TRAVEL: 53'-0" LONGEST PATH OF BUILDING DhJ1GlU 3. REQUIRED" INDICATES CONTRACTOR SHALL PROVIDE COMPLETE THE NOTED SYSTEM AS INDICATED IN THE PROJECT COMPONENTS REQUIRED TO DOCUMENTS. EXIT EGRESS TRAVEL: 50'-0" - SY'M'BOLS 4. ALIGN INDICATES ACCURATELY PROVIDE FINISH " AND PLUMB RELATION ADJACENT MATERIALS." FACES OF MATERIALS IN STRAIGHT, TRUE, T = 6 ELEVATION REFERENCE SYMBOL INDICATES FINISHED 5. "CLEAR" INDICATES CRITICAL DIMENSION AND SHALL SET PRECEDENT FOR LAYOUT OF ' I SURFACES TO ALIGN U DETAIL ID PARTITIONS. ; DRAWING TITLE BAR L A.06.XX R DETAIL IDENTIFICATION B. DIMENSIONS: f �,� � � ���� I I � SUITE 608 DRAWING TITLE SHEET NO. 1. DIMENSIONS ARE INDICATED TO THE FACE OF FINISHED SURFACE AT ALL NEW AND ...:,,., �� � f� ,, °m �,?� . � _ - � � � • ,, � ��>~>r a�r � �� L �• � _ �r,, �,. D GRAPHICAL SCALE EXISTING CONSTRUCTION, CENTER OF COLUMNS OR GRID LINES UNLESS OTHERWISE NOTED. 1 SECTION REFERENCE SYMBOL TITLE 2. ALIGNMENT OF PARTITIONS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE & ��5 .� . r 'f„ SUITE SUITE SUITE,$Y'' R� l A o a• f' t'Sh,FLOOR PLUMB. DIMENSIONAL LAYOUT SHALL BE IN THE FOLLOWING PRIORITY ORDER. � mt� 604 606 608 A. STRUCTURAL DRAWINGS - l Ytpt 4 Ito ,y ELEVATION SYMBOLS SHT B. LARGE SCALE DETAILS 92'-0" +V-0" NOMINAL FLOOR C. SMALL SCALE DETAILS t DETAIL REFERENCE SYMBOL y ELEVATION D. ENLARGED PLANS AND SECTIONS E. FLOOR PLANS', HEIGHT (ABOVE/BELOW) DTL BUILDING SPACE / ROOM ID 3. MINIMUM DIMENSIONS FOR ACCESSIBILITY CLEARANCES AND BUILDING CODE §I s SHT OFFICE SPACE NAME REQUIREMENTS SHALL BE MAINTAINED. EXIT / COLUMN AND/OR GRID LINE SYMBOL 1127 '"- SPACE NUMBER DIMENSION LINE: 4. FLOOR ELEVATIONS ARE INDICATED AT THE FACE OF THE STRUCTURAL SLAB, UNLESS LONGEST PATH OF EGRESS TRAVEL: 36'-0" DOOR SYMBOL OTHERWISE NOTED. A COMMON PATH OF TRAVEL (LESS THAN 30 OCCUPANTS): 20' - O" %?06 VERTICAL DIMENSIONS ARE INDICATED FROM "5. THE FLOOR ELEVATION TO FACE OF FINISHED B -OFFICE: 100 FEET, F: 75 FEET MATERIAL, UNLESS NOTED ABOVE FINISH FLOOR - AFF . -- DOCUMENT SHEET SYMBOL 6. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE OF SUSPENDED ACOUSTIC CEILING GRID OR FACE OF FINISH MATERIAL FOR OTHER CEILING O ® KEYED SHEET NOTES L ANGLE @ AT G1 �- GLAZING SYMBOL TYPES, UNLESS OTHERWISE NOTED. 7. DOCUMENTS ARE DRAWN DIAGRAMMATICALLY, AND SCALED DIMENSIONS ARE APPROXIMATE. e1woo CENTERLINE Qj -�- REVISION NUMBER INDICAT TASRNOTED D SIZE, CLEARANCES, AND RELATIONSHIPS ARE DN BY DIMENSIONS Tenant: DEMISING WALL PERMIT ANDOVER EXECUTIVE BUILDING 596 INDUSTRY DRIVE, SUITE 606 TUKWILA, WA 98188 burgess design I interiors Q architecture 1326 Fifth Avenue. Suite 400. Seattle Washington 98101 T: (206' 587.7120 F. (206) 5877122 All reproduction & intellectual property rights reserved c 2015 Approved by: Date: CONSTRUCTION WORK SHALL NOT PROCEED UNTIL THE BUILDING OWNER / REPRESENTATIVE AND BUILDING TENANT HAVE GIVEN THEIR APPROVAL TO THESE CONSTRUCTION DOCUMENTS. APPROVAL BY THESE PARTIES SHALL BE INTERPRETED AS APPROVAL OF DRAWINGS FOR CONTENT, FINISH SELECTIONS, SCOPE OF WORK, AND ALL DIMENSIONS REGARDED BY EITHER PARTY AS BEING NECESSARY TO THEIR OPERATIONS, USE OF THE SPACE, FURNISHINGS, AND TENANT EQUIPMENT AND FURNITURE INSTALLATIONS. CONSTRUCTION AND/OR INITIATION OF CONSTRUCTION, AUTHORIZED BY THE BUILDING OWNER FROM THESE CONSTRUCTION DOCUMENTS, SHALL BE INTERPRETED BY THE DESIGNER AS APPROVAL IN FULL OF THESE CONSTRUCTION DOCUMENTS BY BOTH THE BUILDING OWNER / REPRESENTATIVE AND THE TENANT. Professional seal 1 niSSions. lutho6ze Recoiii�t �.dnrtaar/.•!. U. ALAN MORGAN OF WASHINGTON No. Issue Description Date PERMIT SET 04.09.15 City Electronic Stamp Location RECEIVED CITY OF TUKWILA APR -1 3 2015 PERMIT CENTER Drawn by: GG Project Manager: RM Project No: 15-0000-00 COVER SHEET / PROJECT INFORMATION Original drawing is 24" x 36". Scale entities accordingly if reduced G90,00 PROJECT NOTES 1. THESE PROJECT NOTES ARE GENERIC IN NATURE. CONTRACTORS INSTRUCTIONS FOR CONSTRUCTION ADMINISTRATION MAY VARY BASED ON THE CONTRACT BETWEEN BUILDING MANAGEMENT AND TENANT. VERIFY WITH BUILDING MANAGEMENT ALL CONSTRUCTION REQUIREMENTS AND CONSTRUCTION ADMINISTRATION RESPONSIBILITIES. THE DESIGNER MAY NOT HAVE CONSTRUCTION ADMINISTRATION OBLIGATIONS. 2. PLUMBING, ELECTRICAL, MECHANICAL & LIFE SAFETY SHALL BE PERFORMED UNDER THE DESIGN/BUILD CONTRACT, UNO. ALL WORK SHALL BE TO CODE. ANY INFORMATION ON THESE DRAWINGS ARE FOR REFERENCE AND SCHEMATIC DESIGN ONLY. CONTRACTOR IS RESPONSIBLE FOR ALL ASPECTS OF THE DESIGN. VERIFY REQUIREMENTS OF BUILDING MANAGEMENT AND TENANT. REVIEW OF SHOP DRAWINGS, IF APPROPRIATE, IS FOR AESTHETIC REASONS ONLY. 3. VERIFY BUILDING STANDARDS WITH BUILDING MANAGEMENT WHEN WORKING IN SUITES WITH NON BUILDING STANDARD ELEMENTS. VERIFY PREFERRED DETAILING OF THESE ELEMENTS WITH BUILDING MANAGEMENT. 4. VERIFY ALL RULES, GENERAL CONDITIONS AND SPECIIUJZED BUILDING REQUIREMENTS WITH THE BUILDING MANAGEMENT. 5. VERIFY LEED REQUIREMENTS WITH BUILDING MANAGEMENT. QNSM i - GENERAL CONIDITHM 1. GENERAL DESCRIPTION OF THE PROJECT: NON-STRUCTURAL INTERIOR TENANT IMPROVEMENT OF A COMMERCIAL OFFICE SUITE, UON. 2. WHERE NO BUILDING STANDARDS EXIST FOR MATERIALS CALLED OUT AS 'BUILDING STANDARD' ON THE PLANS, THE CONTRACTOR SHALL SO ADVISE BURGESS DESIGN WITHIN TEN (10) DAYS OF THE CONTRACTOR'S RECEIPT OF THE PLANS SO THAT BURGESS DESIGN MAY MAKE ALTERNATE SELECTIONS. 3. CONTRACTOR SHALL VERIFY ALL REQUIREMENTS OF EXACT SIZE AND QUANTITY OF EQUIPMENT FURNISHED BY THE TENANT, INCLUDING REQUIREMENTS FOR MECHANICAL AND ELECTRICAL SERVICES, AND IS RESPONSIBLE FOR ALL ROUGH -IN CONNECTIONS. EACH SUBCONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO ADJACENT WORK AND SHALL REPAIR SAID DAMAGE AT THEIR OWN EXPENSE. 4. FIRE/EMERGENCY SYSTEMS INCLUDE, BUT ARE NOT LIMITED TO, SPRINKLER MODIFICATIONS, FIRE EXTINGUISHER PLACEMENT, AUDIBLE ALARMS, SMOKE AND HEAT DETECTORS, STROBES, AND EXIT SIGN PLACEMENT. 5. ALL DESIGN BUILD INFRASTRUCTURE SHALL BE UNDER A SEPARATE PERMIT BY CONTRACTOR. 6. WORK NOT INCLUDED: CONTRACTOR SHALL PROVIDE THE FOLLOWING ITEMS DESCRIBED IN THE SPECIFICATIONS AND SHOWN ON THE PLANS EXCEPT FOR THE ITEMS INDICATED 'N.I.C." (NOT IN CONTRACT), SUCH AS TELEPHONE AND DATA CABLES, OFFICE FURNITURE, EQUIPMENT AND MOBILE KITCHEN APPLIANCES. 7. CONTRACTOR TO PROVIDE ALL FIRE/EMERGENCY SYSTEMS AS REQUIRED BY ALL APPLICABLE CODES. FIRE/EMERGENCY SYSTEMS INCLUDE BUT NOT LIMITED TO SPRINKLER MODIFICATIONS, FIRE EXTINGUISHERS, AUDIBLE ALARMS, STROBES, SPRINKLERS, SMOKE AND HEAT DETECTORS, AND EXIT SIGNS. 8. EVERY EXIT DOOR SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT, AND SHALL BE EQUIPPED WITH PANIC HARDWARE WHERE REQUIRED AND INDICATED. 9. ANY MATERIAL USED IN CONSTRUCTION SHALL MEET CURRENT FLAME CODE REGULATIONS. 10. ALL ELECTRICAL, PLUMBING AND MECHANICAL MATERIAL INSTALLATIONS SHALL COMPLY WITH THE BUILDING SHELL STANDARD SPECIFICATIONS. 11. THE GENERAL CONTRACTOR SHALL LAY OUT THE WORK IN CONFORMITY WITH THE REQUIREMENTS OF CONTRACT DOCUMENTS, AND WILL BE HELD RESPONSIBLE FOR PROPER ESTABLISHMENT AND MAINTENANCE OF ALL LINES AND DIMENSIONS. BEFORE DOING AND WORK, THE GENERAL CONTRACTOR SHALL VERIFY ALL MEASUREMENTS AND CONDITIONS AT THE SITE AND NOTIFY THE ARCHITECTS OF ANY DISCREPANCIES. 12. THE CONTRACTORS SHALL USE DIMENSIONS ONLY. DO NOT SCALE PLANS. ALL DIMENSIONS ARE TO FINISHED FACE UNLESS OTHERWISE NOTED. 13. MATERIALS: ALL MANUFACTURED ARTICLES, MATERIALS, AND EQUIPMENT SHALL BE APPLIED AS RECOMMENDED BY MANUFACTURERS. ALL LIKE MATERIALS USED SHALL BE OF THE SAME MANUFACTURER AND QUALITY UNLESS OTHERWISE SPECIFIED. ALL MATERIAL., EQUIPMENT AND FIXTURES SHALL BE CODE WORTHY WITH ALL PROPER JURISDICTIONAL APPROVALS. 14. CONFIRM LONG LEAD ITEMS AT THE START OF THE JOB AND REPORT TO DESIGNER AND BUILDING MANAGEMENT ANY SCHEDULE CONFLICTS. 15. CONFIRM ALL WARRANTEE PERIOD WITH BUILDING MANAGEMENT. IN LIEU OF STANDARD ALL WORK SHALL BE WARRANTED FOR ONE YEAR. 16. CONFIRM STRUCTURAL SYSTEM OF BUILDING AND USE APPROPRIATE CONNECTION TECHNICS. UTILIZE REBAR OR TENDON DETECTION TECHNOLOGY TO LOCATE EXISTING STRUCTURE IN CONCRETE SLABS AND OTHER ON SITE CONDITIONS. QN S M II - SITE W= AND DEMOILITION 1. FURNISH ALL LABOR, MATERIALS AND EQUIPMENT AS REQUIRED TO COMPLETE THE DEMOLITION AND REMOVAL OF ALL ITEMS LOCATED IN THE CONSTRUCTION AREAS. UPON COMPLETION OF ALL DEMOLITION WORK, ALL AREAS SHALL BE LEFT BROOM CLEAN. 2. DEMOLITION OF TELEPHONES, ELECTRICAL, VOICE/DATA AND PANELS ARE TO BE REMOVED BACK TO ORIGINATING SOURCE. DEMOLITION OF CORES AND RELATED CABLING TO BE REMOVED FROM TENANT SPACES BELOW. 3. DURING THE REMOVAL OF ANY ENVIRONMENTALLY HAZARDOUS MATERIALS, PROTECTION GUIDELINES SHOULD BE STRICTLY FOLLOWED BY CODE OR LOCAL GOVERNING AUTHORITY. VERIFY ALL REQUIREMENTS WITH BUILDING OWNER. 4. ALL EXISTING CONSTRUCTION ITEMS THAT INTERFERE WITH THE CONSTRUCTION NEGOTIATED BY THE PRICING PLAN / SPACE PLAN WITH WORK LETTER SHALL BE REMOVED, RELOCATED, OR KEPT FLUSH IN CEILING, WALL, OR FLOOR AS REQUIRED. 5. ALL DAMAGED, ALTERED OR REWORKED AREAS SHALL BE PATCHED AS REQUIRED AND FINISHED TO MATCH EXISTING ADJACENT AREAS OR AS SPECIFIED TO PROVIDE A "LIKE -NEW FINISH'. 6. CONTRACTOR SHALL PROVIDE PLASTIC SHEETING OR OTHER APPROPRIATE BARRIER TO CONTROL DUST AND DEBRIS SUCH THAT IT DOES NOT AFFECT AREAS OUTSIDE THE AREA OF WORK. 7. CONTRACTOR SHALL PROVIDE ALL DUE CAUTION FOR SITE WORK. CALL 811 BEFORE STARTING ANY SITE WORK. DNESM M - ARCHITECTURAL CARPENIitY AND CASEWORK 1. ROUGH CARPENTRY TO INCLUDE ANY WOOD STUDS, FURRING, BLOCKING, ROUGH FRAMING, WOOD CURBS, BUCKS, NAILERS, BACKING, FIXTURE FRAMING, EQUIPMENT SUPPORTS, ETC. AS DETAILED. 1. FINISH CARPENTRY TO INCLUDE INSTALLATION OF ALL FIXTURES AND ASSOCIATED TRIMS, HARDWARE AND NOSINGS. 2. PROVIDE INTERIOR DOOR AND SIDELIGHT FRAMES AS SCHEDULED. 3. CABINET CONSTRUCTION: COMPLY WITH THE A.W.I. ARCHITECTURAL WOODWORK QUALITY STANDARDS FOR CUSTOM GRADE WORK. CABINETS SHALL BE FLUSH CONSTRUCTION. 4. PROVIDE PARTICLE BOARD, MED. DENSITY, WEIGHING <40 LB./CU. FT., AT LEAST 3/4' THICK. 5. CABINET HARDWARE: FULL EXTENSION DRAWER GLIDES, STAINLESS STEEL CABINET PULLS, US32D FINISH, AND CONCEALED DOOR HINGES, SHELF HARDWARE AND OTHER REQUIRED ITEMS, LION IN ELEVATIONS / DETAILS, OR PER BUILDING STANDARD. 6. PLASTIC LAMINATE: HIGH-PRESSURE DECORATIVE LAMINATE SELECTED FROM WILSONART, NEVAMAR, AND FORMICA, UON. LAMINATE TO BE GENERAL-PURPOSE GRADE .050' HORIZONTAL AND .030' VERTICAL SHELVING SHALL COMPLY WITH AM SECTION 600. 7. CABINET HINGES SHALL BE 135 DEGREE FRAMELESS CONCEALED EUROPEAtN STYLE HINGLE AND FULL EXTENSION HEAVEY DURTY DRAWER GLIDES, UNO. CORNER UNITS SHALL BE 94 DEGREE HINGES. 8. INTERIOR CABINET SURFACES & SHELVES TO BE OF PREFINISHED BOARD WITH POLYESTER OVERLAY, LION. 9. SHELF EDGING TO BE P-LAM, LION. 10. SUBMIT SHOP DRAWING SUBMITTALS FOR ARCHITECT REVIEW. DIMS M 1AI - WATEltARDDFiI 1. WHEN PROJECT CONSISTS OF NEW RESTROOMS OR SHOWERS OR OTHER TYPES OF BUILD OUT. GC SHALL VERIFY ALL WATERPROOFING REQUIREMENTS WITH BUILDING MANAGEMENT. PROVIDE WATERPROOFING PER MANUFACTURE'S SPECIFICATION. 2. ROOF WORK SHALL BE DONE UNDER BUILDING MANAGEMENTS WARRANTEE POLICY. VERIFY ALL REQUIREMENTS WITH BUILDING MANAGEMENT. 1. PROVIDE AND INSTALL INTERIOR SUITE DOORS AS INDICATED ON DRAWINGS. 2. DOOR SCHEDULE SPECIFIES FINISH (BOTH SIDES OF DOOR) AND FRAME, LION. 3. DOORS SHALL BE PRE -MACHINED FOR HARDWARE PER HARDWARE SCHEDULE. 4. SUBMIT SHOP DRAWING SUBMITTALS FOR ARCHITECT REVIEW. 5. CONTRACTOR SHALL REVIEW SUITE FOR DOOR STYLE CHANGES AND VERIFY WITH ARCHITECT AND BUILDING MANAGEMENT THE DOOR AND SIDELIGHT STYLE TO MATCH IF A VARIATION IS PRESENT. 6. PROVIDE FIRE PROTECTION IN ALL PENETRATIONS IN RATED ASSEMBLIES. 7. TN OPEN CEILING CONDITIONS REPAIR OR REPLACE FIRE PROTECTION AS NEEDED. 8. IF SPRAY ON FIREPROOFING IS VISIBLE AND TO RECEIVE PAINT FINISH PROVIDE A SMALL AREA MOCK UP OF BOTH FIRE PROOFING AND WALL SURFACE SO THAT THE COLOR CAN BE CORRECTED DUE TO THE SUBSURFACE CONDITIONS OF DISSIMILAR MATERIALS. 9. PATCH AND REPAIR ANY FIREPROOFING AT SHAFTS, CORRIDORS AND OTHER RATED ASSEMBLIES AS NEEDED. MATCH EXISTING RATINGS AND CONDITIONS. PROVIDE FIRESTOPPPING, SEALANT AND OTHER FIRE RATED ASSEMBLIES AS NEEDED. VERIFY WITH BUILDING MANAGEMENT PREFERRED METHODS AND MATERIALS. 6. FINISH AND SPECIALTY HARDWARE INCLUDES ALL ACCESSORIES, TOOLS, AND FASTENERS REQUIRED FOR HARDWARE INSTALLATION AND MAINTENANCE ITEMS NOT SPECIFICALLY MENTIONED, BUT NECESSARY TO COMPLETE THE WORK, SHALL BE FURNISHED MATCHING IN QUALITY AND FINISH OF SPECIFIED IN SIMILAR LOCATIONS. 7. PROVIDE ALL HARDWARE AS SPECIFIED PER THE HARDWARE SCHEDULE. 8. ALL LOCK SETS SHALL CONFORM TO THE BUILDING'S GRAND MASTER KEYING SYSTEMS. PROVIDE AT LEAST TWO (2) KEYS FOR EACH LOCK AND TWO (2) MASTER KEYS FOR THE SUITE. ALL KEYS TO BE TAGGED WITH ROOM NUMBERS. CONFIRM QUANTITY WITH BUILDING MANAGEMENT. 9. SUBMIT HARDWARE SCHEDULE WITH CATALOGUE CUT SHEETS FOR ARCHITECT REVIEW. 10. ALL DOORS SHALL HAVE A MINIMUM OF 1-1/2 PAIR OF BUTT HINGES, ONE LATCHSET OR LOCK SET, AND ONE DOOR STOP TO MEET ACCESSIBILITY REQUIREMENTS. 11. ALL HARDWARE SHALL BE COMMERCIAL GRADE AND RATED AT REQUIRED ASSEMBUES. 12. PROVIDE CLOSERS PER HARDWARE SCHEDULE AND AT ALL RATED ASSEMBLIES. 13. ALL HARDWARE SHALL MATCH BUILDING STANDARD IN STYLE AND FINISH. 14. SET UNITS LEVEL, PLUMB AND TRUE TO LINE AND LOCATION. ADJUST AND REINFORCE THE ATTACHMENT SUBSTRATE AS NECESSARY FOR PROPER INSTALLATION AND OPERATION. 15. ADJUST AND CHECK EACH OPERATING ITEM OF HARDP WARE AND EACH DOOR TO ENSURE PROPER OPERATION OR FUNCTION OF EVERY UNIT. REPLACE UNITS WHICH CANNOT BE ADJUSTED TO OPERATE FREELY AND SMOOTHLY AS INTENDED FOR THE APPLICATION MADE. 16. PROVIDE PROPER SMOKE GASKETS AT RATED ASSEMBLIES. 17. THE FOLLOWING UL LISTINGS ARE REQUIRED ON THE FOLLOWING HARDWARE: PANIC HARDWARE - UL #305 FIRE EXIT HARDWARE - UL #106 & UL #305 ELECTROMAGNETIC LOCK HARDWARE - UL III FWAX-S-A-6635 THE CRASH BAR MUST BE AT LEAST 1/2 OF THE DOOR WIDTH AND OPEN FORCE NO MORE THAN 5 LBS. VERIFY WITH BUILDING STANDARD & MANAGEMENT AND INFORM ARCHITECT IF BUILDING STANDARD DOESN'T COMPLY. 18. ALL EXTEIOR DOORS SHALL HAVE CODE REQUIRED U VALUE AND WEATHER STRIPPING. 19. ALL GLASS AT SIDELIGHTS AND DOORS SHAD_ BE 1/4" TEMPERED SAFETY GLAZING, UON. 20. CONTRACTOR SHALL VERIFY GLASS THICKNESS IS APPROPRIATE FOR DIMENSIONS AND SPANS. 21. THIS PROJECT MAY CONTAIN GLAZING THAT WILL BE SUBJECT TO FEDERAL GLAZING STANDARDS. GLAZING SUBCONTRACTOR SHALL BE RESPONSIBLE FOR ADHERENCE TO THE REQUIREMENTS. IF GLAZING SUBCONTRACTOR FINDS ANYTHING IN THE DOCUMENTS NOT IN COMPLIANCE WITH THE STANDARD, THEY SHALL BRING DISCREPANCIES TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. 22. RATED GLASS (CERAMIC) RELITE SHALL BE PREMIUM POLISHED FINISH. GLAZING SHALL COMPLY WITH IBC 716.3 DAL EX FROSHIES - 1. INCLUDE NECESSARY MATERIALS, LABOR AND ACCESSORIES FOR THE INSTALLATION OF ALL PARTITIONS AS SHOWN IN THE PLANS. 2. "WALL SURFACES" MEAN ALL VERTICAL SURFACES INCLUDING COLUMNS WHERE EXPOSED, CONVECTOR OR RADIATOR ENCLOSURES, FASCIAS, RETURNS, PLYWOOD BACKBOARDS, ETC. 3. ALL PARTITION HEADS SHALL MATCH BUILDING STANDARD, LION. 4. WALLS SHOWN ALIGNED WITH BASE BUILDING STRUCTURE SHALL BE FLUSH AND SMOOTH WITH BASE BUILDING STRUCTURE, LION. 5. SEISMIC BRACING: PROVIDE SEISMIC BRACING AS REQUIRED PER THE LATEST BUILDING CODES TO THE PARTITION HEADS AND CEILING GRID. - 6. FRAMING STUDS: GALVANIZED STEEL STUDS PER CONSTRUCTION PLANS. PROVIDE WITH SHEET METAL BACKING WITHIN ALL WALLS RECEIVING CASEWORK (CABINETS, BOOKSHELVES, ETC.). VERIFY STUD SIZE MATCHES DOOR FRAMES IN STOCK IF APPLICABLE. 7. CONTRACTOR SHALL PROVIDE AND LOCATE ACCESS PANELS AS REQUIRED AFTER INSTALLATION OF MECHANICAL DUCTS, PLUMBING, AND ELECTRICAL WORK. FIRE RATE AS REQUIRED. 8. ALL DRYWALL TO BE 5/8" TYPE "X' UNLESS OTHERWISE NOTED. PROVIDE "M/R" TYPE DRYWALL OR CEMENT BOARD WHERE REQUIRED BY CODE AND AT ALL TOILET ROOMS, AND BEHIND CERAMIC TILES, LION. 9. INSTALL CORNER BEADS AT ALL EXTERNAL CORNERS. INSTALL METAL EDGE TRIM WHENEVER EDGE OF GYPSUM BOARD WOULD OTHERWISE BE EXPOSED OR SEMI -EXPOSED. 10. PRIOR TO RECEIVING FINISH, ALL SURFACES SHALL BE PROPERLY PREPARED AS REQUIRED TO RECEIVE FINAL FINISHING AS SPECIFIED. 11. EXTEND ALL SOFFIT FRAMING TO STRUCTURE ABOVE. PROVIDE STRUCTURAL DIAGONAL BRACING AS NECESSARY. 12. PROVIDE FRAMING FOR SUSPENDED CEILING WITH SEISMIC BRACING IN ACCORDANCE WITH REQUIREMENTS OF APPLICABLE CODES AND AS SHOWN ON DRAWINGS. 13. USE ACOUSTICAL SEALANT AROUND ALL PIPES, DUCTS, CONDUIT, OUTLETS, SWITCHES, ETC. ON BOTH SIDES OF CROSSING/PENETRATING WALLS WITH ACOUSTICAL INSULATION. PENETRATIONS OF FIRE -RATED WALLS SHALL BE PROTECTED BY APPLICABLE FIRE -RATED ASSEMBLIES AND MATERIALS. 14. FIRE AND SMOKE SEPARATION ASSEMBLIES SHALL BE MARKED AS REQUIRED IN IBC SECTION 703.7. 15. PROVIDE NEW CEILING TILE, CEILING GRID AND ALL ACCESSORIES AS REQUIRED TO INSTALL SUSPENDED ACOUSTICAL CEILINGS AS INDICATED ON DRAWINGS. 16. PROVIDE SEISMIC BRACING AS REQUIRED BY CODE AT NEW CEILING WORK ONLY. VERIFY WITH BUILDING MANAGEMENT IF EXISTING CONDITIONS ARE SEISMICALLY BRACED OR PROVIDE PER CODE. 17. COORDINATE WORK WITH OTHER TRADES HAVING WORK IN THE CEILING AND THE TELEPHONE AND DATA CABLE COMPANIES WHEREVER THEIR RESPECTIVE WORK IS CONTIGUOUS. 18. PROVIDE CUTOUTS AND OTHER SPECIAL PROVISIONS IN ACOUSTICAL WORK AS REQUIRED FOR LIGHTING FIXTURES. REGISTERS, DIFFUSERS, SPRINKLERS, AND OTHER INSERTED ITEMS. 19. ALL CUTOUTS SHALL BE CENTERED WITHIN ACOUSTIC CEILING TILE, LION. 20. ALL MATERIALS SHALL HAVE CLASS 1 FLAME SPREAD RATING AND BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATION AND CODES. 21. ALL JOINTS IN THE TILE FIELD SHALL BE SQUARE, LEVEL AND PERFECTLY ALIGNED WITH EACH OTHER. 22. INSTALLED SUSPENDED. CEILINGS TO BE LEVEL WITHIN A TOLERANCE OF 1/8" IN 12'-0". ANCHOR AS REQUIRED. 23. IN AREAS OF ALTERATIONS CONTRACTOR SHALL MATCH CONDITIONS AND MAKE EMERY EFFORT TO ALIGN, LEVEL AND MATCH NEW CEILING TO OLD. CONTRACTOR SHALL REVIEW ALL CEILINGS UPON COMMENCEMENT OF THE PROJECT AND INFORM THE BUILDING MANAGEMENT OF ANY DISCONTINUITIES IN THE CEILING WITHIN 10 DAYS. 24. ADJUST PARTITION HEAD DETAIL TO MATCH EXISTING CEILING CONDITIONS IF NECESSARY. 25. IN OPEN CEILING CONDITIONS OR IF CLOUDS ARE SPECIFIED, PROVIDE ALL WORK SUITABLE FOR AN EXPOSED AND VISIBLE CONDITION. HANGING, CONDUIT, DUCTWORK AND OTHER ITEMS SHALL BE PLUM AND TRUE. VERIFY ALL REQUIREMENTS WITH BUIDUNG OWNER CONCERNING MAINTAINING THE RETURN AIR PLENUM. PROJECTS THAT CONVERT ACT SPACE INTO OPEN SPACE SHALL HAVE THE FINISH OF THE OLD INTERSTITIAL SPACE FINISHED WITH GWB TO A LEVEL FLOOR FINISH, UNO. THIS MAY REQUIRE FURRING OR STUDS EXTENDED TO THE UNDERSIDE OF STRUCTURE. 26. PROVIDE ACOUSTICAL INSULATION BETWEEN FRAMING STUDS AND EXTENDING TWO FEET ON EACH SIDE OF PARTITION HEAD ABOVE CEILINGS FOR ALL WALLS NOTED PER PLANS. 27. NEW DEMISING WALL CONSTRUCTION TO HAVE SOUND BATT INSULATION BETWEEN FRAMING STUDS AND TWO FEET OF INSULATION ON EITHER SIDE OF THE PARTITION HEAD ABOVE CEILING GRID, LION. 28. PROVIDE VCT, SHEET LINOLEUM, SHEET VINYL AND RUBBER BASE AS INDICATED IN DRAWINGS. COLOR AND MANUFACTURER PER FINISH SCHEDULE. 29. PROVIDE RUBBER -REDUCING STRIPS IN COLOR TO MATCH SPECIFIED BASE, LINO. REDUCING STRIPS TO OCCUR AT ALL AREAS OF FLOOR MATERIAL TRANSITION. USE STAINLESS STEEL TRANSITION AT TILE TO DISSIMILAR MATERIAL, UNO. 30. BASE TO BE INSTALLED IN LONGEST AVAILABLE LENGTH WITH NO PIECE LESS THAN 12". NO JOINTS AT OUTSIDE CORNERS OR WITHIN 6" OF CORNERS. VERIFY HEIGHT OF RUBBER BASE REQUIRED WITH BUILDING MANAGEMENT. 4.5' MAY BE NECESSARY. 31. PATCH, LEVEL AND PREPARE SUB FLOORING WITH CEMENTTTIOUS UNDERLAY PER MFR'S WRITTEN INSTRUCTIONS IN AREAS TO RECEIVE NEW FLOORING. MAX. ALLOWABLE TOLERANCE = 1/4" OVER 10'. 32. GENERAL CONTRACTOR SHALL APPLY FLOOR WAX TO NEW FLOORING AREAS PER MANUFACTURERS SPECIFICATION, LION. 33. UNLESS SPECIFIED ALL RUBBER BASE SHALL BE COVED BASE. 34. PROVIDE AND INSTALL COMMERCIAL GRADE CARPET AS INDICATED IN DRAWINGS. 35. PROVIDE SEAMING DIAGRAMS FOR ARCHITECTS REVIEW. 36. UNLESS OTHERWISE NOTED, PRIME ALL GWB WALL SURFACES AND PAINT WITH MINIMUM OF TWO (2) FINISH COATS OF BENJAMIN MOORE EGGSHELL FINISH LATEX PAINT OR APPROVED EQUAL, LION. PROVIDE FOR NUMBER OF PAINT COLORS AS INDICATED IN DRAWINGS. VERIFY STANDARD LEVEL OF FINISH WITH BUILDING MANAGEMENT. 37. FINISH DOORS, DOOR FRAMES, AND SIDELIGHT FRAMES AS INDICATED IN DRAWINGS. A) PAINTED WOODWORK TO BE FINISHED WITH ONE (1) COAT PRIMER AND TWO (2) FINISH COATS. B) SEALED WOODWORK TO BE STAINED PER FINISH SCHEDULE AND SEALED WITH A COMMERCIAL GRADE CLEAR SATIN VARNISH. 38. PAINT FOR THE LIGHT SURFACES TO CONFORM TO THE REQUIREMENTS OF THE ARCHITECTURAL SPECIFICATIONS MANUAL" (AWS) FOR PAINT SYSTEMS. LATEX PAINT: AWS SYSTEM 3-B "CUSTOM" (1) COAT PRIMER AND TWO (2) FINISH COATS. GRADE LIGHT COLOR PAINT FINISH ON GYPSUM BOARD SURFACES. 39. PAINT FOR THE DARK SURFACES TO CONFORM TO THE REQUIREMENTS FOR THE "ARCHITECTURAL SPECIFICATIONS MANUAL' (AWS) FOR PAINT SYSTEMS. LATEX PAINT. AWS SYSTEM 3-B "CUSTOM' (1) COAT PRIMER AND TWO (2) FINISH COATS. GRADE DEEP TONE PAINT FINISH ON GYPSUM BOARD SURFACES. 40. UPON COMPLETION OF WORK, REMOVE EXCESS PAINT, STAIN, VARNISH, ADHESIVE, CAULK, ETC. FROM ALL OTHER SURFACES THAT WERE NOT SPECIFIED TO RECEIVE SAME. 41. TOUCH-UP AND PATCH SURFACES AS REQUIRED AFTER THE COMPLETION OF WORK BY OTHER TRADES. 42. WHERE COLUMNS OCCUR IN AREAS SCHEDULED TO BE FINISHED, THEY SHALL RECEIVE THE SAME FINISH AS THE ROOM, LION. 43. ALL PAINTED SURFACES SHALL BE PREPARED IN STRICT ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS (ESPECIALLY IN REGARD TO THE PRIMING OF EXISTING SURFACES). 44. PUTTY ALL NAIL HOLES, COUNTERSUNK SCREWS, BOLTS, CRACKS, ETC. BEFORE APPLYING FINISH. 45. SAND ALL WOOD SURFACES SMOOTH AND EVEN BEFORE APPLYING FINISH. 46. SAND ENAMELED FINISHES APPLIED TO WOODS OR METAL BETWEEN COATS WITH FINE SANDPAPER TO PRODUCE SMOOTH FINISH. 47. MAKE FINISH WORK UNIFORM AND SMOOTH, FREE OF RUNS, SAGS, DEFECTIVE BRUSHING AND CLOGGING. MAKE EDGES OF PAINT ADJOINING OTHER MATERIALS OR COLORS SHARP AND CLEAN WITHOUT OVERLAPPING. 48. CHANGE PAINT FORMULATION AS REQUIRED FOR DIFFERENT ENVIRONMENTS, MATERIALS AND SURFACE PREPARATIONS. 49. VERIFY ATTIC STOCK REQUIREMENTS OF ALL FINISH MATERIALS WITH BUILDING MANAGEMENT AND TENANT. 1. ALL EXISTING INTERIOR AND PERIMETER MINI BLINDS TO BE BAGGED AND CLEANED TO LIKE -NEW CONDITION. 2. ALL PERIMETER GLAZING TO RECEIVE BLINDS AS INDICATED IN DRAWINGS. COORDINATE WITH BUILDING MANAGEMENT. MATCH EXISTING CONDITIONS LION. 3. ALL INTERIOR SIDELIGHTS TO RECEIVE 1" MINI -BLINDS WHERE INDICATED IN DRAWINGS. 4. PROVIDE SAMPLE AND CUT SHEET TO ARCHITECT FOR REVIEW. 5. PROVIDE AND INSTALL ALL CODE REQUIRED SIGNAGE. 6. TENANT'S FURNITURE SHALL BE THE RESPONSIBLTLY OF THE TENANT AND THEIR VENDOR. GC SHALL INVITE AND COORDINATE TENANTS VENDOR FOR FIELD MEASUREMENTS AND VERIFICATION OF LAYOUT AND ALL ELECTRICAL AND VOICE DATA REQUIREMENTS. 7. FURNITURE SYSTEMS CONNECTIONS (WHIPS) SHALL BE PROVIDED BY TENANTS FURNITURE VENDOR AND INSTALLED BY THE GC, UNO. GC TO COORDINATE. VERIFY ALL ELECTRICAL AND VOICE DATA CONNECTIONS. DIVISION XXI - FIRE SUPPRESSION 1. ALTER OR INSTALL FIRE PROTECTION SYSTEM PER BUILDING STANDARD, LOCAL REGULATIONS AND ORDINANCES. 2. PROVIDE ALL EMERGENCY LIGHTING, EXIT SIGNS, FIRE ALARM SPEAKERS, STROBES AND BELLS AS REQUIRED BY CODE DESIGN AND INSTALL THE SAME IN COMPLIANCE WITH THE AMERICANS WITH DISABILITIES ACT. 3. PROVIDE SPRINKLERS, FIRE RATED DOORS AND FRAMES, FIRE EXTINGUISHERS, ETC. AS REQUIRED BY APPLICABLE LOCAL CODES AND LAWS. 4. FIRE EXTINGUISHERS SHALL BE BY UNDERWRITER'S LABORATORY 2A-1OBC 5-LB, MULTIPURPOSE EXTINGUISHER WITH SQUEEZE -TYPE HANDLE AND FLEXIBLE DISCHARGE HOSE WITH VISIBLE PRESSURE GAUGE, LION. 5. FIRE EXTINGUISHERS SHALL BE INSTALLED PER BUILDING STANDARD REQUIREMENTS, LION. VERIFY LOCATION WITH FIRE MARSHALL. WHEN REQUIRED BY CODE, PROVIDE 1 WALL MOUNT TYPE IN EACH SERVER ROOM OR LABORATORY. 6. DESIGN BUILD FIRE PROTECTION DRAWINGS SHALL INDICATE - A. LAYOUT, LOCATION, AND SIZE OF SPRINKLER LINES AND HEADS. B. PRESSURE REQUIREMENTS. C. SPRINKLER HEAD SPECIFICATIONS. D. LOCATION OF FIRE PROTECTION RISERS AND WALL HYDRANTS E. CHANGES OF USE SHALL BE RESOLVED FOR NEW OCCUPANCY FIRE FLOW. 7. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. INCLUDE HORNS AND STROBES. 8. ALL SPRINKLER HEADS SHALL BE CENTERED IN ACOUSTICAL CEILING TILE, LION. 9. USE OF NFPA 13 QUICK RESPONSE HEADS MAY BE REQUIRED. CONTRACTOR SHALL VERIFY EXTENT OF QUICK RESPONSE HEADS BY CITY FOR THIS PROJECT. 10. IF CEILING IS DESIGNED FOR AN OPEN CEILING CONDITION, GC SHALL PROVIDE SPRINKLER HEADS IN AN UPRIGHT CONDITION. WORK SHALL BE VISIBLE AND SUITABLY CONSTRUCTED. DIVISION XM - 1. PROVIDE SUPPLY, WASTE AND VENT LINES, VALVES, FITTINGS, ETC. REQUIRED FOR KITCHEN SINKS, DISHWASHER, REFRIGERATOR, AIR CONDITIONING UNIT(S), VENDING MACHINES, COFFEE MAKER, WATER HEATERS, ETC. 2. ALL FIXTURE INSTALLATIONS SHALL CONFORM TO THE AMERICANS WITH DISABILITIES ACT. 3. PROVIDE NEW PLUMBING FIXTURES AS SPECIFIED PER DRAWINGS, OR PER BUILDING STANDARD, LION. 4. PROVIDE HOT AND COLD WATER TO SINKS/DISHWASHERS IF APPLICABLE. 5. ALL NEW WATER HEATERS ARE TO BE INSTALLED WITH DRIP PAN CONNECTED TO WASTE LINE VERIFY LOCATIONS WITH BUILDING MANAGEMENT AND INSPECTORS. 6. ALL PLUMBING FIXTURES ARE TO BE INSTALLED TO MEET CURRENT GOVERNING LOCAL AND FEDERAL CODES. 7. CONTRACTOR SHALL PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 8. VERIFY WATER SUPPLY & SEWER DRAIN CAPACITY FOR ENTIRE BUILDING WILL MEET NEW CAPACITY WHEN NEW RESTROOMS ARE ADDED TO BUILDING. DIAM 1. PROVIDE BUILDING STANDARD HVAC SYSTEM WITH ALL MATERIALS, LABOR AND ACCESSORIES FOR COMPLETE OPERATION OF SYSTEM. CONTRACTOR TO BALANCE HVAC SYSTEM AS REQUIRED. 2. DESIGN BUILD MECHANICAL ENGINEERING DRAWINGS INDICATE: A. DUCTS, AIR MOVEMENT REQUIREMENTS, & SIZES OF GRILLES & REGISTERS. 3. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 4. HVAC CONTRACTOR TO CLEAN, REPAIR OR REPLACE SOILED OR DAMAGED HVAC GRILLS, FILTERS AND THERMOSTATS. 5. RE -ZONE, ALTER OR SEPARATE HVAC AS NECESSARY AS DIRECTED BY BUILDING MANAGEMENT FOR ALTERED SUITES. 6. IN OPEN CEILING CONDITIONS DESIGN OF HVAC WILL ACCOUNT FOR CHANGES IN THE RETURN AIR PLENUM. ALL HVAC WILL BE VISABLE AND OF SUITABLE MATERIAL AND INSTALLATION METHOD. 7. IN HIGHRISE BUILDINGS CONTRACTOR SHALL VERIFY METHOD OF SMOKE CONTROL AND PROVIDE DESIGN CONSIDERATIONS IF NEEDED. DI1ASM XXN - 8MnWAL AND TIM 1. REUSE EXISTING ELECTRICAL AND DATA AS APPROPRIATE TO MEET THE TENANTS REQUIREMENTS. REPLACE OUTLET COVER PLATES TO MATCH NEW FINISH IF APPLICABLE. 2. PROVIDE ALL WORK, EQUIPMENT AND LABOR FOR A COMPLETE AND OPERABLE ELECTRICAL SYSTEM. PROVIDE ELECTRICAL OUTLETS PER POWER AND DATA PLAN. 3. PROVIDE MUD RING FOR DATA AND COMMUNICATION AS SHOWN ON THE POWER AND DATA PLAN. EACH MUD RING TO HAVE A MINIMUM NUMBER OF WIRE PULLS AS INDICATED ON DRAWINGS. COORDINATE 'DATA CABLE CONFIGURATION WITH THE TENANT. 4. ALL OUTLETS AND MUD RINGS TO BE LOCATED AT 18" AFF TO THE CENTER LINE, LION. 5. WHERE MULTIPLE DEVISES OCCUR IN A SINGLE LOCATION, ALL DEVICES SHALL BE GANGED UON. 6. ALL ELECTRICAL OUTLETS WITHIN THE CODE REQUIRED DISTANCE FROM A SINK SHALL BE ON A GROUND FAULT INTERRUPTED CIRCUIT. 7. ALL WIRING DEVICES: SHALL BE BUILDING STANDARD EXCEPT: "ISOLATED GROUND" OUTLETS SHALL BE ORANGE, 'HOSPITAL GRADE ISOLATED GROUND" OUTLETS SHALL BE ORANGE WITH A GREEN DOT, 'EMERGENCY OUTLETS SHALL BE RED, AND "DEDICATED" OUTLETS FOR 'CLEAN CIRCUIT" FIXTURES SHALL BE GRAY (UNLESS BUILDING STANDARD DICTATES OTHERWISE). ALL COVER PLATES SHALL BE BUILDING STANDARD FINISH, UON. VERIFY WITH BUILDING MANAGEMENT. 8. PROVIDE SEPARATE CIRCUITS FOR TENANT'S EQUIPMENT (INCLUDING THE TELEPHONE SWITCH, COPIERS, COMPUTERS, ETC.) WHEN NOTED ON THE CONSTRUCTION DOCUMENTS. 9. COORDINATE SCHEDULE WITH FURNITURE VENDOR FOR THE USE OF ELECTRICIANS DURING THE INSTALLATION OF TENANTS NEW FURNITURE 10. ALL ELECTRICAL WIRING, TELEPHONE AND COMPUTER CABLING, AND CONDUIT SHALL BE CONCEALED IN FLOORS, WALLS, OR CEILINGS. CABLING FOR VOICE AND DATA TO BE PROVIDED BY TENANTS VENDORS AND SHALL BE COORDINATED BY THE BUILDING MANAGER, UNO. 11. THE CONTRACTOR IS TO COORDINATE WITH THE TENANTS SUPPLIED FURNITURE SYSTEMS TO INCLUDE BUT NOT LIMITED TO: ELECTRICAL AND DATA WIRING LOCATIONS, J-BOX LOCATIONS, CONNECTIONS AND WALL MOUNTED REQUIREMENTS. 12. THE CONTRACTOR IS TO VERIFY EXiS lNG h.. ;`:CONED CORE DRILL LOCATIONS AND FLU. AS REQUIRED WITH MATERIAL TO MET t CURRENT FLAME SPREAD REGULATIONS. LOCATIONS TO BE PREPARED TO RECEIVE NEW FLOOR FINISH AS REQUIRED. FLOOR SHALL BE LEFT FLUSH. 13. ARCHITECTURAL DRAWINGS INDICATE LOCATION ONLY OF DEVICES SHOWN. SWITCHING AND CIRCUITING SHALL BE INDICATED ON SEPARATE ELECTRICAL ENGINEERING AS -BUILT DRAWINGS AND SHALL MEET OWNER'S GUIDELINES. 14. ALL TELEPHONE, ELECTRICAL, COMMUNICATION AND SECURITY WORK SHALL BE COMPLETED IN ACCORDANCE WITH ALL APPLICABLE CODES. 15. DRAWINGS INDICATE ALL DIMENSIONS TO CENTERLINE OF TELEPHONE, ELECTRICAL, AND COMMUNICATION COVER PLATE. OUTLETS SHOWN GROUPED TOGETHER ON PLAN SHALL BE SET TO A MINIMUM DIMENSION BETWEEN EACH DEVICE. 16. BACK-TO-BACK OUTLETS ARE NOT PERMITTED. OFFSET OUTLETS THE MINIMUM DIMENSION REQUIRED FOR ACOUSTICAL CONTROL. 17. LOCATION OF ALL WALL MOUNTED POWER AND DATA DEVICES SHALL BE FIELD REVIEWED BY THE TENANT BEFORE INSTALLATION. 18. ELECTRICAL ENGINEER TO PROVIDE DESIGN/BUILD PACKAGE TO ARCHITECT FOR REVIEW PRIOR TO INSTALLATION. 19. THE LAYOUT DIAGRAMS COORDINATE LOCATION OF POWER & DATA DEVICES. REFER TO DESIGN/BUILD DOCUMENTS FOR SCOPE, TECHNICAL LAYOUT AND SPECIFICATIONS FOR EACH DISCIPLINE. 20. ARCHITECTS DOCUMENTS INDICATE LOCATON AND RELATIONSHIP OF DEVICES. COORDINATE EXACT LOCATION WITH FURNITURE VENDOR. 21. COORDINATE POWER/DATA, FIRE SAFETY DEVICES & LIGHT FIXTURE MOUNTING LOCATIONS WITH INTERIOR ELEVATIONS, SYSTEM FURNITURE, FINISHES & CASEWORK. 22. PROVIDE EXTENSION RINGS AND MOUNTING ACCESSORIES WHERE REQUIRED FOR POWER/DATA DEVICES AND LIGHT FIXTURES. COORDINATE WITH INTERIOR FINISHES AND CASEWORK. 23. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 24. RECIRCUIT, ALTER OR SEPARATE ELECTRICAL AND VOICE SYSTEM AS NECESSARY AND AS DIRECTED BY BUILDING MANAGEMENT FOR ALTERED SUITES. 25. IN AN OPEN CEILING CONDITION ALL ELECTRICAL AND VOICE DATA SHALL BE VISIBLE AND SUITABLE INSTALLATION METHODS SHALL BE USED. 26. LOCATION OF SWITCHES SHALL BE SHOWN ON THE REFLECTED CEILING PLAN. ALL SWITCHES SHALL BE MOUNTED AT A MAXIMUM HEIGHT OF 48" A.F.F. TO MEET THE LATEST ACCESSIBILITY CODES AND REGULATIONS. 27. WHERE MULTIPLE SWITCHES OCCUR IN A SINGLE LOCATION, ALL SWITCHES SHALL BE GANGED LION. 28. WHEN WORKING IN PUBLIC CORRIDOR OR COMMON AREAS VERIFY SWITCHING REQUIREMENTS WITH BUILDING MANAGEMENT. 29. VERIFY WITH BUILDING MANAGEMENT SEPARATION OF SUITE SWITCHING WHEN DEMISING CONFIGURATIONS CHANGE. 30. DOWN LIGHTS SHOWN IN THE. CENTER OF CEILING TILE WITHOUT DIMENSIONS ARE TO BE LOCATED IN THE CENTER OF CEILING TILE OR CENTER OF 2X2 PORTION OF 2X4 SECOND LOOK TILE. LION. 31. REUSE ALL EXISTING BUILDING STANDARD FLUORESCENT FIXTURES AS NEEDED PER DESIGN LAYOUT AND TO MEET LOCAL ENERGY CODE COMPLIANCE. VERIFY OR PROVIDE NEW LAMPS AND REPLACE FAULTY BALLASTS. 32. PERMIT DRAWINGS TO BE " REVIEWED AND APPROVED IN WRITING BY LANDLORD PRIOR TO COMMENCEMENT OF WORK. 33. ALL OFFICE AREAS LESS THAN 300 SQ. FT. ENCLOSED BY WALLS OR CEILING -HEIGHT PARTITIONS, AND ALL MEETING AND CONFERENCE ROOMS, SHALL BE EQUIPPED WITH OCCUPANCY SENSORS, PER CODE 34. DESIGN BUILD ELECTRICAL ENGINEERING DRAWINGSINDICATE- A. CIRCUITING AND WIRING OF LIGHT FIXTURES, AND SWITCHES. B. LIFE SAFETY EQUIPMENT. C. LOCATION OF REQUIRED EMERGENCY LIGHT FIXTURES. D. LIGHT FIXTURE SPECIFICATIONS 35. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 36. CONTRACTOR SHALL RE -CIRCUIT AND RE -SWITCH ALL ASPECTS OF TENANT SUITE AND ADJOINING SUITES AS NECESSARY TO FULLY SEPARATE TENANT SUITE FROM OTHERS, AND PROVIDE NEW CORRIDOR, HALLWAY AND OPEN OFFICE SWITCHES AS NEEDED. 37. VERIFY SWITCHING WITH TENANT AND BUILDING MANAGEMENT. VERIFY APPROVED ENERGY CODE REQUIREMENTS OR ENERGY MANAGEMENT SYSTEM AS PART OF THE DESIGN BUILD CONTRACT. 38. PROVIDE, ALTER OR VERIFY ALL EMERGENCY EXIT LIGHTING AND ACCESS PATHWAY LIGHTING AS DIRECTED BY EXISTING CONDITIONS AND CODE REQUIREMENTS. 39. EXIT SIGNS SHALL HAVE UL #924. 40. PROJECT MAY HAVE MULTIPLE LIGHT SOURCES AND LAMPS. CONTRACTOR SHALL PROVIDE CONSISTENT LAMPING FOR ALL LIGHT FIXTURE AND BETWEEN FIXTURE TYPES. 3,500K IS PREFERRED. NOTIFY DESIGNER IF CONSISTENT LAMPING IS UNOBTAINABLE AT THE START OF THE PROJECT. 41. VERIFY: ALL ENERGY CODE REQUIREMENTS WITH JURISDICTION OF RECORD. VERIFY LIGHT SWITCHING WITH TENANT AND BUILDING MANAGEMENT. 42. PROJECT MAY HAVE LED LIGHTS SPECIFIED. PROVIDE LIGHTING LEVEL ANALYSIS (IN FOOT CANDLES) FOR DESIGNER'S REVIEW BEFORE ORDERING PRODUCT. VERIFY CONTROLS WITH DESIGNER. ALL LED FIXTURES SHALL HAVE DIMMING CAPIBLITIES SO THAT AS FIXTURE DIMINISHES THE POWER CAN BE INCREASED SO THAT LIGHTING LEVELS REMAIN CONSTANT AT 70% OVER THE LIFE OF THE FIXTURE (10 YEARS). 43. GC SHALL VERIFY ALL CARD ACCESS AND SECURITY REQUIREMENTS WITH BUILDING MANAGEMENT AND TEANNT. DETERMINE IF A BUILDING WIDE SYSTEM IS AVAILABLE AT THE START OF THE PROJECT. IF SO AL WO BE DONE SO THAT THE BUILDINGS WARRANTEE AND OPERATION IS MAINTAINED. `FOR ae� !� `!-a oj'tv1 vy,5lOV1 RECEIVED G !t,xi CITY OF TUKWILA but APR 13 2015 Tenant: DEMISING WALL PERMIT ANDOVER EXECUTIVE BUILDING 596 INDUSTRY DRIVE, SUITE 606 TUKWILA, WA 98188 C� burgess design I interiors © architecture 1326 Fifth Avenue. Suite 400. Seattle Washington 93101 T: (206) 587.7120 F: (206) 587.7122 All reproduction & intellectual property rights reserved c 2015 Professional seal p R ISTEREl i iRCHITECT LL ALAN MORGAN OF WASHINGTON No. Issue Description Date PERMIT SET 04.09.15 City Electronic Stamp Location Drawn by: GG Project Manager: RM Project No: 1 5-0000-00 PROJECT NOTES Original drawing is 24" x 36'. Scale entities accordingly if reduced • i " .. �PAry �: a 4 n) r z ,a M m. G,0. I EXISTING RESROOMS EXISTING EXISTING OFFICE 11 OFFICE EXISTING (I EXISTING OFFICE OFFICE AREA OF WORK CONSTRUCTION PLAN 0 8' 16' 24' 6401111=i61160� EXISTING WAREHOUSE SUITE 608 EXISTING RESROOMS W EXISTING OFFICE 1 /8" = 11— 0" EXISTING OFFCE 1i OF STRUCTURE NIT i GWB TO METAL STUDS LEG TOP TRACK R DRIVEN FASTENER ® 24"oc CEILING AS SCHEDULED 3 5/8" X 20 GA. (33 MILS) METAL STUDS STUDS 0 16" OC, TO 16'-5" MAX. HEIGHT POWDER DRIVEN FASTENER® 24"oc MET RUNNER TRACK SEALANT CONCRETE SLAB FULL HEIGHT DEMISING WALL SECTION 0 4" 8" 12" KEYED SHEET NOTES SYMBOL LEGEND O PROVIDE NEW FIRE EXTINGUISHER CABINET, AS REQUIRED. EXISTING CONSTRUCTION TO REMAIN OMMEMMMO NEW INSULATED DEMISING WALL CONSTRUCTION, PER DETAIL H/A.2A.1 FULL HEIGHT SIDELITE PARTIAL HEIGHT SIDELITE FRAMELESS SIDELITE NEW CASEWORK / MILLWORK LINE OF UPPER CABINETS F.E.C. NEW OR EXISTING BUILDING STANDARD FIRE EXTINGUISHER CABINET 0" -2D OR � pLIANt 00� RO'VED 8 APR 2 vAs City of upjVl�i 13UILJDI%i GENERAL CONSTRUCTION NOTES 1. REFER TO PROJECT NOTES FOR CONSTRUCTION REQUIREMENTS. 2. GENERAL CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF WORK. 3. ALL INTERIOR PARTITION, PENETRATIONS, AND OTHER OPENINGS IN THE BUILDING SHELL SHALL BE SEALED, GASKETED, OR WEATHER STRIPPED AS REQUIRED TO MEET PARTITION RATINGS. 4. WHERE PARTITION LAYOUT INTERSECTS EXISTING SHELL/CORE GYPSUM BOARD, REMOVE EXISTING CORNER BEADS AND OTHER ACCESSORIES, ALIGN FACE OF PARTITIONS, TAPE & SAND SMOOTH FOR NEW FINISH. 5. PARTITIONS ARE TO BE BUILDING STANDARD FLOOR TO CEILING PARTITIONS, UON. 6. NO CHANGE TO EXISTING LIGHTING AND EGRESS ILLUMINATION. RECEIVED CITY OF TUKWILA APR 13 2015 ERMIT CENTER 0088 Tenant: DEMISING WALL PERMIT ANDOVER EXECUTIVE BUILDING 596 INDUSTRY DRIVE, SUITE 606 TUKWILA, WA 98188 er burgess design I interiors © architecture 1326 Fifth Avenue. Suite 400. Seattle Washington 98101 T. (206) 587.7120 F: (206) 587.7122 All reproduction & intellectual property rights reserved c 2015 Professional seal r W2 1 �17ISTr^r1 MMALL ALA N MO.PJ $TAiI:OF WASHINGTGN No. Issue Description Date PERMIT SET 04.09.15 City Electronic Stamp Location Drawn by: GG Project Manager: RM Project No: 15-0000-00 CONSTRUCTION PLAN Original drawing is 24" x 36". Scale entities accordingly if reduced A02A, 1