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HomeMy WebLinkAboutPermit D16-0041 - SEA-CAP AT DHS - TENANT IMPROVEMENTSEA -CAP AT DHS 12500 TUKWILA INTERNATIONAL BLVD D16-0041 Parcel No: Address: Project Name: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 7340600602 12500 TUKWILA INTERNATIONAL BLVD SEA -CAP AT DHS Permit Number: D16-0041 Issue Date: 3/10/2016 Permit Expires On: 9/6/2016 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: INTERNATIONAL GATEWAY EAST 12201 TUKWILA INTL BLVD 4TH FL , SEATTLE, WA, 98168 JOSH JOHNSON 12201 TUKWILA INTERNATIONAL BLVD FOURTH FLOOR, TUKWILA, WA, 98168 SABEY CONSTRUCTION INC 12201 TUKWILA INTL BLVD 4TH FLOOR, TUKWILA, WA, 98168-5121 SABEYCI033KM SABEY CORPORATION Address: 12201 TUKWILA INTL BLVD 4TH FL , TUKWILA, WA, 98168 Phone: (206) 277-5226 Phone: (206) 281-4200 Expiration Date: 1/12/2017 DESCRIPTION OF WORK: NON-STRUCTURAL INTERIOR TENANT IMPROVEMENT. WORK INCLUDES NON-STRUCTURAL DEMOLITION, NEW PARTITIONS, DOORS AND FINISHES. Project Valuation: $89,581.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: IA Electrical Service Provided by: TUKWILA FIRE SERVICE Fees Collected: $2,396.82 Occupancy per IBC: A-3 Water District: 20,125,TUKWILA Sewer District: VALLEY VIEW SEWER SERVICE 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: 2012 2012 2012 2012 2012 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 2012 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 No Permit Center Authorized Signature: Date: 03�/i //, I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Print Name: S,6rcF �arl„s,,r Date: 3//. /1. 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: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 8: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 9: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 10: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 11: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 12: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 16: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 13: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand- held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand-held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 14: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 15: 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) 17: Maintain fire extinguisher coverage throughout. 18: 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) 19: 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) 20: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 21: 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) 22: 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 1011.1) 23: 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 section 1011.5.1 of 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 1011.6) 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) 25: 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 1011.6.3) 26: 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 1006.3.1) 30: 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) 28: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 27: 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). 31: 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. 32: 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) 34: 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. 35: 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) 33: 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) 36: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 37: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 38: 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. 39: In order to provide you with the fastest police and fire protection under emergency conditions, please post your suite, room or apartment number in a conspicuous place near the main entry door. 29: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 40: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 41: 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 0606 GLAZING 0406 SUSPENDED CEILING CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. 1)1(a-- 001( Project No. Date Application Accepted: 2-e-\14 (p Date Application Expires: (6%._\-1 (n (For office use only) ` CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: 12500 Tukwila Int'l Blvd. Tenant Name: SEA -CAP @ DHS PROPERTY OWNER Name: International Gateway East III, LLC Address: 12201 Tukwila Int'l Blvd, 4th Floor City: Tukwila State: WA Zip: 98168 CONTACT PERSON — person receiving all project communication Name: Josh Johnson Address: 12201 Tukwila Intl Blvd, 4th Floor City: Tukwila State: WA Zip: 98168 Phone: (206) 277-5226 Fax: (206) 282-9951 Email: joshj@sabey.com GENERAL CONTRACTOR INFORMATION Company Name: Sabey Construction Address: 12201 Tukwila Int'l Blvd, 4th Floor City: Tukwila State: WA Zip: 98168 Phone: (206) 281-8700 Fax: (206) 282-9951 Contr Reg No.: SABEYCI033KM Exp Date: 12/31/2016 Tukwila Business License No.: BUS -0102122 H:\Applications\Forms-Applications On Linc\201 I Applications\Permit Application Revised - 8-9-11.docx Revised: August 201 bh King Co Assessor's Tax No.: 734060-0602 Suite Number: 450 Floor: 4 New Tenant: ❑ Yes ®..No ARCHITECT OF RECORD Name: Sabey Corporation Company Name: Burgess Design Company Name: n/a Architect Name: Randy Morgan Address: 1326 5th Ave, Suite 400 City: Seattle State: WA Zip: 98101 Phone: (206) 587-7120 Fax: (206) 587-7122 Email: State: ENGINEER OF RECORD Name: Sabey Corporation Address: 12201 Tukwila Int'l Blvd. Company Name: n/a Engineer Name: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Sabey Corporation Address: 12201 Tukwila Int'l Blvd. City: Tukwila State: WA Zip: 98168 Page 1 of 4 BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ ` ck, SS 1 Existing Building Valuation: $ Describe the scope of work (please provide detailed information): NON-STRUCTURAL INTERIOR TENANT IMPROVEMENT. WORK INCLUDES NON-STRUCTURAL DEMOLITION, NEW PAR 1'1'1"IONS, DOORS, AND FINISHES. Will there be new rack storage? ❑ Yes 0.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Floor area of accessory dwelling: Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 Yes © No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers WI Automatic Fire Alarm ❑ None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes J 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\201 I Applications\Permit Application Revised - 8-9-1 Ldocx Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1st Floor 37,717 I B, A-3, A-4 2nd Floor 35,072 I B, A-4 3`a Floor 34,597 1 B Floors 4 thru 4 33,776 2,356 I B Basement 119,957 I S-3, S-1 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: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Floor area of accessory dwelling: Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 Yes © No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers WI Automatic Fire Alarm ❑ None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes J 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\201 I Applications\Permit Application Revised - 8-9-1 Ldocx Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFORMATION — 206-433-0179 Scope of Work (please provide detailed information): n/a Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑... Water District #125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate ❑ .. Highline ❑ ...Valley View 0 .. Renton ❑ ...Sewer Availability Provided ❑ .. Renton ❑ .. Seattle Septic System: ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) ❑ ...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 ❑ Non Right-of-way ❑ ❑ ...Total Cut ❑ ...Total Fill cubic yards 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 ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line ❑ .. 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: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Z p H:\ApplicationsWorms-Applications On Line 201 I Applications\Permit Application Revised - 8-9-I Ldocx Revised: August 2011 bh Page 3 of 4 PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Date: 02/16/2016 Print Name: Josh Johnson Day Telephone: (206) 277-5226 Mailing Address: 12201 Tukwila Int'l Blvd, 4th Floor Tukwila WA 98168 City State Zip H:'Applications\Forms-Applications On Line \2011 ApplicationsV'ermit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 4 of 4 Cash Register Receipt City of Tukwila Receipt Number R7878 DESCRIPTIONS I ACCOUNT I QUANTITY PermitTRAK PAID $1,482.11 D16-0041 Address: 12500 TUKWILA INTERNATIONAL BLVD Apn: 7340600602 $1,482.11 DEVELOPMENT $1,411.75 PERMIT FEE R000.322.100.00.00 0.00 $1,407.25 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $70.36 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R7878 R000.322.900.04.00 0.00 $70.36 $1,482.11 Date Paid: Thursday, March 10, 2016 Paid By: SABEY CONSTRUCTION Pay Method: CREDIT CARD 664654 Printed: Thursday, March 10, 2016 11:06 AM 1 of 1 CSYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT I QUANTITY I PAID PermitTRAK $914.71 D16-0041 Address: 12500 TUKWILA INTERNATIONAL BLVD Apn: 7340600602 $914.71 DEVELOPMENT $914.71 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R7709 R000.345.830.00.00 0.00 $914.71 $914.71 Date Paid: Wednesday, February 17, 2016 Paid By: JOSH JOHNSON Pay Method: CREDIT CARD 694885 Printed: Wednesday, February 17, 2016 10:49 AM 1 of 1 C11WYSTEMS r SPECTION NO. INSPECTION RECORD Retain a copy with permit 1)(6-06,4 ( PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 PP t ®V Typed n pecti `. c 1 Address: ate Calle . Special Instructions: C (( $% 10 - re- A Am !vt Date Want d:.. -i r ���� 1 ,t� a,m, p.m. Requeste : 444. ,,,it r [may Pho2nON z --Yr —3A 7/ Approved per applicable codes. Corrections required prior to approval. COMMENTS: ‘r(rtIA, Inspector: pate:5` REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. i INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project:jec 3 (Op & � Type of Inspection: ( k Address: f2'560 LAIC -4f`. 6Aid Date Called: Date Wanted: ..--- (/ a.m. p.m. Special Instructions: k`it CO( y6 kr b v e Requester AtWit ley & (lel � Phone o: --- 7( -36 4 Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: < < c ( v L)q(( P +r a -s Inspector: Date:3 _I:4 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. l'J 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 Pro'ect: mac:- CV fi NH Type of Inspectio SW/I ddress: z -5®o r4 ( 6 i vd Date Caged: Special Instructions: 4/43 Date Wanted: _/ G -16' a.m. p.m. Requester: Phone No: ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: A/74- Inspector:` Date: 31.6 .1,6- REINSPECTION ,G 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 r%'- tlf PERMIT NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 4206) 431'3670 Permit Inspection Request Line (206) 438-9350 & -(hq - Prosect: J� —Cc( 4f. .P gWI-f vtof 0 riA,v, Type of Inspection; lJ tV -f tt (_I (q -eri- / 4 va,GPi iso G�q Address:Date 12 00 r\A- -T141/ 6R/�. Called; �( l ( Fay, re --r K -S sit% 0 frk Special Instructions: Coli( �e 4 Date Wanted a.m. Re ues t , Phone N 24,6_ x--567 / . . 1 1 Approved per applicable codes. Corrections required prior to approval. COMMENTS:�,� gWI-f vtof 0 riA,v, (_I (q -eri- / 4 va,GPi iso G�q Fre> /./frk utic? I [ j --„r fi. 5-/-/-(c_itt c(1017 _ (7) . (P "rf'R ( lk`f Wrd Eke �( l ( Fay, re --r K -S sit% 0 frk n) 14- G Cq Z-' Inspector: Date _ ---(% 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 -((o-004 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: bi-k-s.-----A-77-cc-. cA to _ ,%�-r� Type of Inspection: /' c� (i: 7/ h' Address: Suite #: % 2.57x) 77// Contact Person: Pre -Fire: Special Instructions: Phone No.: N2Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: //1-6/4/, / 14,-4-' 77y0/1 t A / Six -6 /Le — fill SS Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector:, n"----3 Date: V/31/6 Hrs.: / n $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit I>! cam(- 1 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:/ r--• .e 1 a.�.c Sprinklers: (a,.,,4 Type of Ins ection: ,.--- .. f /�C© f P e- kit-,-/ Address: Suite #: / Zz_,o i l (-g Contact Person: Special Instructions: 6. -- - (i-- -e Phone No.: }Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: C 0 ra-7x//ad ! // 4e A" --d--- ".____ �447 6. -- - (i-- -e - ,- p_ /4/45=-1----- .5"/s /,.-- ,-1e14.,-/ m / /A 7/ e%ee't;icp, s Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector:/ S3 -%2 - Date: y/ 2_49//C Hrs.: 7 0 '/ / $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 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0041 DATE: 02/17/16 PROJECT NAME: SEA -CAP AT DHS SITE ADDRESS: 12500 TUKWILA INTERNATIONAL BLVD X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Ar Aux .149f-ip Building Division II 1\ N(/4- ie—t(0. Public Works KA ?Aft Fire Prevention Structural VI- AA, Planning Division ❑ Permit Coordinator PRELIMINARY REVIEW: Not Applicable n (no approval/review required) DATE: 02/18/16 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Corrections Required Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 03/17/16 n 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 SABEY CONSTRUCTION INC Washington State Department of Labor & industries Hoene Espanol Contact Safety & Health Claims & Insurance Search L&I A -Z Index Help Page 1 of 2 My L&1 Workplace Rights Trades & Licensing SABEY CONSTRUCTION INC Owner or tradesperson Principals SABEY, DAVID ARTHUR, PRESIDENT SEWELL, PATRICIA ANNE, SECRETARY POOLE, LAURENT D, SECRETARY (End: 01/19/2011) HARMON, JAMES N, TREASURER (End: 01/19/2011) Doing business as SABEY CONSTRUCTION INC WA UBI No. 601 532 164 12201 TUKWILA INT'L BLVD 4TH FLOOR SEATTLE, WA 98168-5121 206-281-4200 KING County Business type Corporation Governing persons DAVID A SABEY JOHN D SABEY; PATRICIA SEWELL; SABEY CORPORATION; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor License specialties GENERAL License no. SABEYCI033KM Effective — expiration 05/1411997— 01/12/2017 Bond HARTFORD FIRE INSURANCE CO Bond account no. 52BSBCQ3983 Received by L&I 12/20/2004 Insurance ............................ National Fire Ins of Hartford Policy no. 2094061165 Received by L&I 10/30/2015 Active. Meets current requirements. $12,000.00 Effective date 12/31/2004 Expiration date Until Canceled $1,000,000.00 Effective date 11/01/2012 Expiration date https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601532164&LIC=SABEYCI033KM&SAW= 03/09/2016 GENERAL NOTES ARCH / INTERIOR ABBREVIATIONS BUILDING SUMMARY PROJECT TEAM 1. CONTRACTOR SHALL COMPLY WITH THE CURRENT "GENERAL CONDITIONS," AND BUILDING STANDARDS AS PROVIDED BY THE BUILDING OWNER. 2. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF DIFFERENT TRADES. 3. DO NOT SCALE DRAWINGS. CONTACT ARCHITECT FOR ANY MISSING DIMENSIONS. 4. CONTRACTOR INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE OWNER AND ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWING ONLY WILL NOT SATISFY THIS REQUIREMENT. 5. ALL MODIFICATIONS, REQUIRING OWNER OR ARCHITECT APPROVAL WILL NOT BE VALID UNLESS AUTHORIZED IN WRITING BY OWNER AND/OR ARCHITECT. 6. WITHIN FIVE (5) BUSINESS DAYS OF START OF CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY IN WRITING BOTH THE ARCHITECT AND OWNER OF ANY ITEMS WHOSE ESTIMATED DELIVERY TO THE SITE WOULD BE LATER THAN THAT REQUIRED FOR TIMELY INSTALLATION IN THE CONSTRUCTION SEQUENCE SUBSTITUTION OF ALTERNATE ITEMS WITH SHORTER LEAD TIMES, PAYMENT OF RUSH FABRICATION OR DELIVERY CHARGES OUT OF SEQUENCE INSTALLATION, OR DELAY OF INSTALLATION OPTIONS TO BE AT THE SOLE APPROVAL OF OWNER OR ARCHITECT. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL WORK AND MATERIALS IN ACCORDANCE WITH THE LATEST LOCAL BUILDING CODES AND ORDINANCES. 8. CONTRACTOR SHALL VERIFY ALL FIELD DIMENSIONS AND CONDITIONS AND SHALL REPORT ANY CONFLICTS OR QUESTIONS FOR RESOLUTION BEFORE PROCEEDING WITH THE WORK. DO NOT SCALE THE DRAWINGS. 9. THE USE OF WORD "PROVIDE" SHALL ALWAYS MEAN, "FURNISH AND INSTALL, CONNECT, OR SECURE" AS REQUIRED. 10. ALL MATERIALS AND EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURERS WRITTEN INSTRUCTIONS AND TRADE ASSOCIATES ACCEPTED STANDARDS. 11. CONTRACTOR SHALL PROVIDE A WRITTEN CONSTRUCTION SCHEDULE. THIS SCHEDULE SHALL INCLUDE DELIVERY LEAD TIMES OF CONSTRUCTION ITEMS, AND START AND COMPLETION DATES OF EACH PHASE. THE CONTRACTOR SHALL UPDATE AND PROVIDE SUCH SCHEDULE ON A BIWEEKLY BASIS. 12. WORK MUST BE SCHEDULED WITH THE BUILDING MANAGEMENT TO AVOID DISRUPTION TO THE TENANTS. 13. ACCESS TO AND FROM THE PROJECT SITE, SPECIAL CONDITIONS, NOISY WORK, TIMING OF WORK, INTERRUPTION OF MECHANICAL AND ELECTRICAL SERVICES, RELOCATION OF EXISTING EQUIPMENT, CASEWORK, FIXTURES, FITTINGS, ETC., MUST BE COORDINATED WITH THE BUILDING MANAGEMENT. 14. ADEQUATE CLEANUP, PROTECTION AND PLACEMENT OF ANY CEILING TILES AND/OR OTHER DISRUPTION TO THE ADJACENT TENANT IMPROVEMENTS MUST BE REPLACED BEFORE BUSINESS HOURS OF THAT TENANT IN ORDER THAT THE OCCUPANT WILL NOT BE INCONVENIENCED IN THE NORMAL CONTINUATION OF THEIR OFFICE HOURS. 15. EACH SUBCONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO ADJACENT WORK AND SHALL REPAIR SAID DAMAGE AT THEIR OWN EXPENSE. THIS INCLUDES ALL AREAS ON THE PREMISES SUCH AS: COMMON HALLWAYS, FREIGHT ELEVATOR VESTIBULES, ETC. 16. SCHEDULE THE USE OF THE ELEVATOR WITH BUILDING MANAGEMENT. 17. UPON COMPLETION OF ALL CONSTRUCTION, THE CONTRACTOR SHALL SUPPLY THE LANDLORD WITH ONE SET OF "RECORD" AS -BUILT DRAWINGS. 18. ALL MATERIALS TO BE NEW UON. 19. PATCH ALL DISTURBED AND/OR DAMAGED AREAS AS REQUIRED TO ACCOMPLISH NEW WORK AND AS REQUIRED FOR FINISHED APPEARANCE. 20. GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL NECESSARY BACKING, BLOCKING, AND FRAMING FOR LIGHT FIXTURES, ELECTRICAL FIXTURES, CASEWORK AND ALL OTHER ITEMS REQUIRING IT. 21. CONTRACTOR TO COORDINATE ALL FIRE ALARM WORK WITH BUILDING OWNER, 22. ALL PAINT AND FINISH MATERIAL COLORS SHALL MATCH ARCHITECT'S CONTROL SAMPLES AND REQUIRE ARCHITECT'S REVIEW PRIOR TO INSTALLATION. SUBMIT TO ARCHITECT THREE (3) COPIES FOR REVIEW. 23. CONTRACTOR SHALL FURNISH SHOP DRAWINGS FOR REVIEW ON CABINETWORK, MILLWORK AND ANY OTHER SPECIAL ITEMS REQUIRING CUSTOM SHOP FABRICATION. SUBMIT TO ARCHITECT AT LEAST THREE (3) COPIES FOR REVIEW. 24. REPETITIVE FEATURES NOT FULLY SHOWN OR NOTED ON THE DRAWINGS SHALL BE COMPLETELY PROVIDED AS IF DRAWN IN FULL. 25. THROUGHOUT THE DRAWINGS ARE ABBREVIATIONS WHICH ARE IN COMMON USE. THE LIST OF ABBREVIATIONS PROVIDED IS NOT INTENDED TO BE A COMPLETE LIST. THE ARCHITECT WILL DEFINE THE INTENT OF ANY IN QUESTION. ADJ - ADJUSTABLE AFF - ABOVE FINISH FLOOR ALT - ALTERNATE ALUM - ALUMINUM APC - ACOUSTICAL PANEL CEILING APPROX - APPROXIMATE ARCH - ARCHITECTURAL ACT - ACOUSTICAL CEILING TILE AV - AUDIO VISUAL BLDG - BUILDING BOT - BOTTOM CAB - CABINET CL - CENTER LINE CLG - CEILING CLR - CLEAR COL - COLUMN CONC - CONCRETE CONF - CONFERENCE DEMO - DEMOLITION DEPT - DEPARTMENT DF - DRINKING FOUNTAIN DIA - DIAMETER DIFF - DIFFUSER DIM - DIMENSION DTL - DETAIL DW - DISHWASHER DWG - DRAWING EA - EACH EL - ELEVATOR ELEC - ELECTRICAL ELEV - ELEVATION EQ - EQUAL EQUIP - EQUIPMENT EXT - EXTERIOR FA - FIRE ALARM FD - FLOOR DRAIN FE - FIRE EXTINGUISHER FEC - FIRE EXTINGUISHER CABINET FFE - FINISH FLOOR ELEVATION FIN - FINISH FLUOR - FLUORESCENT FLR - FLOOR FO - FACE OF FOIC - FURNISHED BY OWNER, INSTALLED BY CONTRACTOR FTIC - FURNISHED BY TENANT, INSTALLED BY CONTRACTOR - FURRING - GAUGE - GENERAL CONTRACTOR - GLASS - GYPSUM WALLBOARD - HANDICAPPED - HARDWARE HOLLOW METAL (STEEL FRAME) - HOUR - INCLUDED OR INCLUDING - INFORMATION - INSULATION - LAVATORY - LINEAR FOOT - MATERIAL - MAXIMUM - MEDIUM DENSITY FIBERBOARD FURR GA GC GL GWB HC HDW HM HR INCL INFO INSUL LAV LF MATL MAX MDF MECH - MECHANICAL MEZZ - MEZZANINE MFR - MANUFACTURER MIN - MINIMUM MISC - MISCELLANEOUS MTD - MOUNTED MTL - METAL N/A - NOT APPLICABLE NIC - NOT IN CONTRACT NTS - NOT TO SCALE OC - ON CENTER OFF - OFFICE OPNG - OPENING OVHD - OVERHEAD P - PAINT PART - PARTITION PERF - PERFORATED PERIM - PERIMETER PERP - PERPENDICULAR PLAM - PLASTIC LAMINATE PLYWD - PLYWOOD QTY - QUANTITY (R) - RELOCATED RA - RETURN AIR RCP - REFLECTED CEILING PLAN REC - RECESSED REF - REFERENCE REFR - REFRIGERATOR REL - RELOCATE REV - REVISION OR REVISED RM - ROOM RO - ROUGH OPENING RTD - RATED SCHED - SCHEDULE SF - SQUARE FEET/FOOT SHT - SHEET SIM - SIMILAR SPEC - SPECIFICATION SPKLR - SPRINKLER SPKR - SPEAKER SQ - SQUARE STD - STANDARD STL - STEEL STOR - STORAGE STRL - STRUCTURAL STRUC - STRUCTURAL SYMM - SYMMETRICAL TBD - TO BE DETERMINED TEL - TELEPHONE OR TELECOM TEMP - TEMPERED THK - THICKNESS TO - TOP OF TOS - TOP OF SLAB TYP - TYPICAL UON - UNLESS OTHERWISE NOTED UPS - UNINTERRUPTED POWER SUPPLY VCT - VINYL COMPOSITION TILE VIF - VERIFY IN FIELD W/ - WITH WC - WATER CLOSET WD - WOOD W/0 - WITHOUT REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. 1. PROJECT ADDRESS: SEA -CA° ® DHS 12500 TUKWILA INTERNATIONAL BLVD. TUKWILA, WA 98168 2. APPLICABLE CODES & ORDINANCES: 2012 INTERNATIONAL BUILDING CODE 2012 INTERNATIONAL MECHANICAL CODE 2012 INTERNATIONAL FUEL GAS CODE 2012 INTERNATIONAL FIRE CODE 2012 WASHINGTON STATE ENERGY CODE (WAC 51-11) 2012 UNIFORM PLUMBING CODE 2014 NATIONAL ELECTRICAL CODE 2012 WASHINGTON STATE AMENDMENTS 2009 ICC/ANSI 117.1 ACCESSIBLE & USABLE BUILDINGS AND FACILITIES 3. GENERAL BUILDING DESCRIPTION: TYPE OF CONSTRUCTION: I FIRE RESISTIVE SYSTEM: SPRINKLERED PER NFPA13 QUICK RESPONSE HEADS OCCUPANCY TYPE: 'B' OFFICE 4. FIRE RESISTIVE CONSTRUCTION REQUIREMENTS: SHAFT ENCLOSURES: 2 HOURS EXIT STAIR ENCLOSURES: 2 HOURS CORRIDORS: 1 HOUR (ALTER ACCORDINGLY FOR SEATTLE/ IBC) 5. EXITS: APPROXIMATE AREA OF CONSTRUCTION: ±850 SOFT TOTAL APPROXIMATE SUITE AREA: 2,563 SOFT TOTAL APPROXIMATE FLOOR AREA: 33,776 SOFT OCCUPANT LOAD FACTOR: 100 NUMBER OF TOTAL PROPOSED OCCUPANTS: 26 NUMBER OF EXITS REQUIRED: ; 1 PROVIDED MINIMUM EGRESS WIDTH REQUIRED: 3'-8" COMMON PATH OF EGRESS TRAVEL: 100' SPRINKLERED PER NFPA13 1014.3X1 6. PROJECT DESCRIPTION: NON-STRUCTURAL INTERIOR TENANT IMPROVEMENT. WORK INCLUDES NON-STRUCTURAL DEMOLITION, NEW PARTITIONS, DOORS, AND FINISHES. FILE COPY Permit No. Pl(e • OOH i Plan review <ili „•ovn! is subject to errors and omissions. Approval of ,ori in ;iron documents does not au'iihorizo the violatir „ ff any adopted code or ordinance. Receipt of approved Field Copy and conditions is acknowlodvd: Date: _14,z/it. City of Tuksiviia, BUILDING DIVISION TENANT: SEA -CAP © DHS 12500 Tukwila International Blvd. Tukwila, WA 98168 ARCHITECT/DESIGNER: Burgess Design, Inc. 1326 - 5th Avenue, Suite Seattle, Washington 98101 Tel: 206.587.7120 Fax: 206.587.7122 ATTN: RANDY MORGAN GENERAL CONTRACTOR: TBD PLUMBING ENGINEER: TBD - Bidder Design Build by G.C. MECHANICAL ENGINEER: 400 TBD - Bidder Design Build by G.C. ELECTRICAL ENGINEER: TBD - Bidder Design Build by G.C. BUILDING MANAGER: Sabey Corporation 12201 Tukwila International Blvd. Seattle, WA 98168 Tel: 206.281.8700 Fax: 206.281.0920 ATTN: SARAH MARQUES FIRE/LIFE SAFETY ENGINEER: TBD - Bidder Design Build by G.C. PLUMBING, MECHANICAL, ELECTRICAL, LIFE SAFETY PERMITS UNDER SEPARATE SUBMITTALS. LEGAL DESCRIPTION / PARCEL NO. PARCEL NUMBER: 734060-0602 LEGAL DESCRIPTION: REFER TO G.0.3 DRAWING INDEX `DRAWING ISSUED 0 co a; N 0 STREET MAP GENERAL X X G.0.0 COVER SHEET / PROJECT INFORMATION G.0.1 PROJECT NOTES G.0.2 SITE PLAN X G.0.3 LEGAL DESCRIPTION X X ARCHITECTURAL / INTERIORS A.2A.1 DEMOLITION/CONSTRUCTION PLANS A.28.1 REFLECTED CEILING/POWER & DATA PLAN X X A.9.1 DOOR SCHEDULE/ DETAILS A.9.2 INTERIOR ELEVATIONS DEFINITIONS AND DIMENSIONS KEY PLAN / FLOOR PLATE 1 ":25' SYMBOLS L ELEVATION REFERENCE SYMBOL U DETAIL ID D SHEET NO. SECTION REFERENCE SYMBOL DETAIL REFERENCE SYMBOL COLUMN AND/OR GRID LINE SYMBOL DIMENSION LINE: O 20'-0" O L ANGLE © AT Q CENTERLINE INDICATES FINISHED SURFACES TO ALIGN DRAWING TITLE BAR DETAIL IDENTIFICATION DRAWING TITLE GRAPHICAL SCALE FLOOR ELEVATION SYMBOLS 92'-0" +1'-0" NOMINAL FLOOR f ELEVATION HEIGHT (ABOVE/BELOW) BUILDING SPACE / ROOM ID OFFICE SPACE NAME ® SPACE NUMBER 1127 DOOR SYMBOL DOCUMENT SHEET SYMBOL -® KEYED SHEET NOTES -a-- GLAZING SYMBOL --0- REVISION NUMBER A. DEFINITIONS: 1. "TYPICAL" OR "TYP" INDICATES IDENTICAL COMPLETE SYSTEM FOR THE CONDITION NOTED. 2. "SIMILAR" OR "SIM." INDICATES COMPLETE SYSTEM AND COMPONENTS COMPARABLE TO THE CHARACTERISTICS FOR THE CONDITION NOTED. 3. "AS REQUIRED" INDICATES CONTRACTOR SHALL PROVIDE COMPONENTS REQUIRED TO COMPLETE THE NOTED SYSTEM AS INDICATED IN THE PROJECT DOCUMENTS. 4. "ALIGN" INDICATES ACCURATELY PROVIDE FINISH FACES OF MATERIALS IN STRAIGHT, TRUE, AND PLUMB RELATION ADJACENT MATERIALS. 5. "CLEAR" INDICATES CRITICAL DIMENSION AND SHALL SET PRECEDENT FOR LAYOUT OF PARTITIONS. B. DIMENSIONS: 1. DIMENSIONS ARE INDICATED TO THE FACE OF FINISHED SURFACE AT ALL NEW AND EXISTING CONSTRUCTION, CENTER OF COLUMNS OR GRID LINES UNLESS OTHERWISE NOTED 2. ALIGNMENT OF PARTITIONS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE & PLUMB. DIMENSIONAL LAYOUT SHALL BE IN THE FOLLOWING PRIORITY ORDER. A. STRUCTURAL DRAWINGS B. LARGE SCALE DETAILS C. SMALL SCALE DETAILS D. ENLARGED PLANS AND SECTIONS E. FLOOR PLANS 3. MINIMUM DIMENSIONS FOR ACCESSIBILITY CLEARANCES AND BUILDING CODE REQUIREMENTS SHALL BE MAINTAINED. 4. FLOOR ELEVATIONS ARE INDICATED AT THE FACE OF THE STRUCTURAL SLAB, UNLESS OTHERWISE NOTED. 5. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF FINISHED MATERIAL, UNLESS NOTED ABOVE FINISH FLOOR - "AFF". 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 TYPES, UNLESS OTHERWISE NOTED. • 7. DOCUMENTS ARE DRAWN DIAGRAMMATICALLY, AND SCALED DIMENSIONS ARE APPROXIMATE. DIMENSIONS SHALL INDICATE REQUIRED SIZE, CLEARANCES, AND RELATIONSHIPS ARE INDICATED BY DIMENSIONS AS NOTED. 12500 TUKWILA INTERNATIONAL BLVD. SUITE 450 ± 2,563 SOFT AREAS OF WORK LONGEST PATH OF EGRESS TRAVEL: 52'-6" t 111 jai rilr; WA. T4FA LI 0 Tenant: SEA -CAP PHASE II 12500 TUKWILA INTERNATIONAL BLVD. SUITE, 450 TUKWILA, WA 98168 A Tenant Improvement for: SABEY CORPORATION 12201 TUKWILA INT'L BLVD FOURTH FLOOR SEATTLE, WA 98168-5121 e1 burgess design interiors architecture 1326 Fifth Avenue , Suite 400. Seattle Washington 98101 T: (206) 557,7120 F: (206) 587.7122 All reproduction & intellectual property rights reserved c 2016 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 RANDALL ALAN MORGAN STATE OF WASHINGTON No. Issue Description Date REVIEW SET 01.29.16 PERMIT SET 02.10.15 City Electronic Stamp Loca RECEIVED CITY OF TUKWILA FEB 17 2016 PERMIT CENTER REVIEWED FOR CODE COMPLIANCE APPROVED MAR 0 4 20166 190 City of T lcwila BUILDING DIVISION Drawn by: mk Project Manager: LH/RM Project No: 1 6-SB02-00 COVER SHEET / PROJECT INFORMATION Original drawing is 24" x 36". Scale entities accordingly if reduced G.0.0 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 SPECIALIZED BUILDING REQUIREMENTS WITH THE BUILDING MANAGEMENT. 5. VERIFY LEED REQUIREMENTS WITH BUILDING MANAGEMENT. DIVISION I - GENERAL CONDITIONS 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. DMSION U - SITE WORK AND DEMOLITION 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 LEITER 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. DMSION VI - ARCHUEC1URAL CARPENTRY AND 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, UON 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 AWI SECTION 600. 7. CABINET HINGES SHALL BE 135 DEGREE FRAMELESS CONCEALED EUROPEAN STYLE HINGE AND FULL EXTENSION HEAVY DUTY DRAWER GLIDES, UNO. CORNER UNITS SHALL BE 94 DEGREE HINGES. 8. INTERIOR CABINET SURFACES & SHELVES TO BE OF PREFINISHED BOARD WITH POLYESTER OVERLAY, UON. 9. SHELF EDGING TO BE P -LAM, UON. 10. SUBMIT SHOP DRAWING SUBMITTALS FOR ARCHITECT REVIEW. DEACON VII - WATERPROORNG 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. DMSION VIII - MID MOISTURE PROTECflON 1. PROVIDE AND INSTALL INTERIOR SUITE DOORS AS INDICATED ON DRAWINGS. 2. DOOR SCHEDULE SPECIFIES FINISH (BOTH SIDES OF DOOR) AND FRAME, UON. 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. IN 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 ASSEMBLIES. 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 HARDWARE 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 # 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 EXTERIOR DOORS SHALL HAVE CODE REQUIRED U VALUE AND WEATHER STRIPPING. 19. ALL GLASS AT SIDELIGHTS AND DOORS SHALL 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 DMSION IX - FINISHES 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, UON. 4. WALLS SHOWN ALIGNED WITH BASE BUILDING STRUCTURE SHALL BE FLUSH AND SMOOTH WITH BASE BUILDING STRUCTURE, UON. 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, UON. 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, UON. 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 EVERY 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 BUILDING 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, UON. 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, UNO. 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 NSTALLED 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 CEMENTITIOUS UNDERLAY PER MR'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, UON. 33. UNLESS SPEOFIED ALL RUBBER BASE SHALL BE COVED BASE. 34. PROVIDE AND INSTALL COMMERCIAL GRADE CARPET AS INDICATED IN DRAWINGS. 35. PROVIDE SEANING DIAGRAMS FOR ARCHITECT'S 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, UON. 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) FINSH COATS. B) SEALED WOODWORK TO BE STAINED PER FINISH SCHEDULE AND SEALED WITH A COMMERCIAL GRADE CLEAR SATIN VARNISH. 38. PAINT FOR 11€ 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 TFE 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 MD 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, UON. 43. ALL PAINTED SURFACES SHALL BE PREPARED IN STRICT ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS (ESPECIALLY IN REGARD TO THE FRIMING OF EXISTING SURFACES). 44. PUTTY ALL NAIL HOLES, COUNTERSUNK SCREWS, BOLTS, CRACKS, ETC. BEFORE APPLYING FINISH. 45. SAND ALL WON) SURFACES SMOOTH AND EVEN BEFORE APPLYING FINISH. 46. SAND ENAMEL D FINISHES APPLIED TO WOODS OR METAL BETWEEN COATS WITH FINE SANDPAPER TO PRODUCE SMOOTH FINISH. 47. MAKE FINISH NORK 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. ThalMuil---Migitalfia 1. ALL EXISTING INTERIOR AND PERIMETER MINI BUNDS 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 UON. 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 NSTALL ALL CODE REQUIRED SIGNAGE. 6. TENANT'S FURNITURE SHALL BE THE RESPONSIBIUTY 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 TENANT'S FURNITURE VENDOR AND INSTALLED BY THE GC, UNO. GC TO COORDINATE. VERIFY ALL ELECTRICAL AND VOICE DATA CONNECTIONS. DMSION 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-10BC 5 -LB, MULTIPURPOSE EXTINGUISHER WITH SQUEEZE -TYPE HANDLE AND FLEXIBLE DISCHARGE HOSE WITH VISIBLE PRESSURE GAUGE, UON. 5. FIRE EXTINGUISHERS SHALL BE INSTALLED PER BUILDING STANDARD REQUIREMENTS, UON. VERIFY LOCATION WITH FIRE MARSHALL WHEN REQUIRED BY CODE, PROVIDE 1 WALL MOUNT TYPE IN EACH SERVER ROOM OR LABORATORY. 6. A. B. C. D. E. DESIGN BUILD FIRE PROTECTION DRAWINGS SHALL INDICATE: LAYOUT, LOCATION, AND SIZE OF SPRINKLER UNES AND HEADS. PRESSURE REQUIREMENTS. SPRINKLER HEAD SPECIFICATIONS. LOCATION OF FIRE PROTECTION RISERS AND WALL HYDRANTS 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, UON. 9. USE OF NEPA 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 /OM - PWIIG 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, UON. 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 UNE. 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. IXXIII-ME CAL. 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 VISIBLE AND OF SUITABLE MATERIAL AND INSTALLATION METHOD. 7. IN HIGHRISE BUILDINGS CONTRACTOR SHALL VERIFY METHOD OF SMOKE CONTROL AND PROVIDE DESIGN CONSIDERATIONS IF NEEDED. DMSION XXVI - ELECTRICAL AND"(TELECOMMUNICATIONS 1. REUSE EXISTING ELECTRICAL AND DATA AS APPROPRIATE TO MEET THE TENANT'S 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, UON. 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 TENANT'S 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 TENANT'S 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 EXISTING ABANDONED CORE DRILL LOCATIONS AND FILL AS REQUIRED WITH MATERIAL TO MEET 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 LOCATION 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 UON. 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. UON. 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 DRAWINGS INDICATE: 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 CAPABILITIES 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 TENANT. DETERMINE IF A BUILDING WIDE SYSTEM IS AVAILABLE AT THE START OF THE PROJECT. IF SO AL WORK SHALL BE DONE SO THAT THE BUILDINGS WARRANTEE AND OPERATION IS MAINTAINED. Tenant: SEA -CAP PHASE II 12500 TUKWILA INTERNATIONAL BLVD. SUITE, 450 TUKWILA, WA 98168 A Tenant Improvement for: SABEY CORPORATION 12201 TUKWILA INT'L BLVD FOURTH FLOOR SEATTLE, WA 98168-5121 burgess design !interiors 0 architecture 1326 Fifth Avenue . Suite 400. Seattle Washington 90101 T: (2061587.7120 F: (206) 587.7122 All reproduction & intellectual property rights reserved c 2016 Professional seal x9021 RANDALL ALAN MORGAN STATE OF WASHINGTON No. Issue Description Date REVIEW SET 01.29.16 PERMIT SET 02.10.15 City Electronic Stamp Location RECEIVED CITY OF TUKWILA FEB 17 2016 PERMIT CENTER Drawn by: mk Project Manager: LH/RM Project No: 1 6-SB02-00 PROJECT Original drawing is 24" x L MPLIANCE COVED MAR 0 4 2016 City of Tukwila „BUILDING DIVISION .te"E accor.ingly if reduced G.0.1 10 501'46'02"W 107.22' 501: 46'02"W 402.93' POINT OF BEGINNING FOUND W 1/4 CORNER, SECTION 10, FOUND 2" IRON PIPE IV/ BRASS CAP ry m Ga3 z I EXISTING G N -BLDG; -21-03 w a CO '0 00 a) NE1/4 OF PIE S 174 AND -SE1 4 OF THE •SE1 /4 OF SECTION 9 AND O V' T LOT 15 AND SW1/4 OF THE s W 1 /°4 OF SECTION 10, T23N., R4E., . . . CITY OF TUKWILA, KING COUNTY,WASHINGTON 0 20 40 60 11 = • 2• 4'ThTCRM r _mak _s 12 STORta �` SCALE: 1" = 60' 120 _3H: STORM EXISTING BLDG 21-05 C4'3 Q \\\ \ __ 7�:Y57(YriAt � • p'C i_01 02 eOZ O� v, oRP�'a� 5psB 35111 AVENUE SOUTH +.,::1'.::;:12\:\E°5:141:1;(3* OS 1 011A1; i:O1'46'02"E ‘-'7. 3.7B' - a. - t3 `t() co z 50146'02" W 247.71' SO 7 30" CP 8 / ROBERT BERNHARDT -� x1st Sil er' 119,96' 9 $01'46'02"W FOUND CASED BRASS CAP AT INTERSECTION. E. MARGINAL WAY AND SOUTH 126TH STREET N8918'50"W 974.56' (M) 967,45' (I?) NAIL & BRASS SHINER NOT FOUND, REMOVED WITH CONSTRUCTION 30" CP' IE S5. REFER TO RECORD OF SURVEY VOL. 49 OF SURVEYS, PG 127 FOR CENTERLINE S. 126TH STREET So148'02"W 10.00' N8918.50"W 20.00' EOC-r Cr ASPHALT 34111 AVENUE SOUTH _J. D ! I 36 i 1�i0Rt1' C7 Fh' FH I i I S01 46'02"W 562.98' 1. 1 FACE OF 111A1-1... r��LT+F ASPHALT 0�' 3▪ '�� G - .......,,..< `,s •••••:',.......,.. _ — PARKING: AREA ,� 2g� P • -rr -.r ■ 1/ 1 _,_ „Q ...., t� _ ;tet 501'46'02 W_ . 244.07'---- M, FUTURE 10' RIGHT-OF-WAY N© DEDICATION TO CITY OP TUKWILA pt= -' r 4O WIDE GAS LINE EASEMENT— - — vt I (WM VA0A1F0 S 126tH t N.\` \'. LOT $ 6.91 Ac. `� BLA #L02-057> AFN 2003032-7900002 I0' WIDE GIvl ST EASEMENT I OR RF112000SO19DDO198 r_ 30' WIDE ELECTRIC OVERHEAD LINES EASEMENT, AM 8111060294 I t 110' I I I I;• AND UNDERGROUND DISTRIBUTION 11 129.92' It ,nl}. DU41 AND „t fIgER OP110 CON oil RECIPROCALiD66 u�a AfH:2001D800...... GII I ZQN u MICA- U: i / �✓ x BASIS OF BEARING N01'46'02"E 2560.05' (M) 15' WIDE WATER LINE EASEMENT OVER 'L0T'7, AFN WEST LINE SECTION 10 SECTION9 \Q• N01'46'02'E 2580.05' (M) Of„ 'a\,114.0 .+l ra 433.76' (C) 433.9' (P) 10 Z 0 S- I" 0 r N Do w ‘412- g'03" 4550 34T4 sL -:r t'-11 _. �10T5Z'O�W i :.:.1 - BRASS CAP tN-L� ND 3 STEEL SLar' y'{SO9..� Q 1 VOL. 56 - ' - 92a ✓ reol 03 r0 HIGHWAY SOU; TH) CutSgoT tri AND insosoolow AFN iti9 A2, ASED OIANT ___n„ ---.0:143c °ice ` X1°1" "� � ��_.✓•pY,,.,�.---- � _ .-�_ BASIS OF BEARING NORTH 01'46'02" EAST, BONG THE WEST SECTION LINE OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 4 EAST, WM, AS SHOWN ON THE RECORD OF SURVEY FOR THE BOEING COMPANY, RECORDED UNDER AUDITOR'S FILE NO. 901219900Z VOLUME 77 OF SURVEYS, AT PAGE 209, RECORDS OF KING COUNTY, WASHINGTON. NOTES 1. THIS NORTHERLY ACCESS PC4NT TO THE DEPARTMENT OF1HONIELAND SECURITY BUILDING LIES WITHIN LOT 7 AS SHOWN HEREON AND ALSO LIES WITHIN PARCEL. "A" AS DESCRIBED IN THE DEED FILE) UNDER AUDITOR'S FILE NUMBER 5092893, RECORDS OF KING COUNTY, WAWNGTON. THIS DEED CONVEYS AND WARRANTS TO 1HE STATE OF WASHINGTON THE RIGHT OF INGRESS AND EGRESS (INCLUDING ALL EXISTING, FUTURE OR POTENTIAL EASEMENTS OF ACCESS, LIGHT, VIEW AND AIR) TO, FROM IAND BETWEEN THE STATE HIGHWAY (TUKWILA INTERNATIONAL BLVD.) AND THE REMAINDER OF SAID PARCEL "A". THIS CREATES A LIMITED ACCESS AREA. ACCESS TO LOT 7 mom TUKWILA INTERNATIOVAL-BLVD.'REQUIRES AN ACCESS AGREEMENT FROM TliE STATE OF WASHNGTON. THIS AGREEMENT IS SATISFIED BY PERMIT NUMBER 3092 ISSUED BY THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION ON FEBRUARY 24, 2004 FOR THE TRAFFIC SIGNAL ON TUKWILA INTERNATIONAL BOULEVARD FOR THE DEPARTMENT OF HOMELAND SECURITY FActurr. THIS NORTHERLY ACCESS POINT LIES NORTH OF THE BEGINNING POINT OF LIMITED ACCESS, WHICH IS HIGHWAY ENGINEER'S STATION 532+00 ACCORDING TO THE DEED FILED UNDER AUDITOR'S FILE NUMBER 861107066, RECORDS OF KING COUNTY, WASHINGTON, AS SHOWN HEREON. 2. THIS SOUTHERLY ACCESS POINT TO THE DEPARTMENT OF HOMELAND SECURITY BUILDING LIES SOUTHERLY OF ANY RIGHTS WHICH THE STATE OF WASHINGTON MAY HAVE IN REGARDS TO INGRESS AND/OR EGRESS (INCLUDING ALL EXISTING, FUTURE OR POTENTIAL EASEMENTS OF ACCESS, LIGHT, VIEW AND AIR), FER EXCEPTION PARAGRAPH NO. 8, PER TITLE COMMITMENT NO, 800-10140309 DATED AUGUST 13, 2003. THIS SOUTHERLY ACCESS POINT LIES SOUTH OF THE BEGINNING POINT OF UMNED ACCESS, WHICH IS HIGHWAY ENGINEER'S STATION 532+00 ACCORDING TO THE DEED FILED UNDER AUDITOR'S FILE NUMBER 8611070566, RECORDS OF KING COUNTY, WASHINGTON. THERE ARE NO ACCESS RESTRICTIONS -FOR -NS-SOUTHERLY ACCESS -POINT AS -SHOWN HEREON. LEGEND = FOUND SECTION CORNER AS NOTED = FOUND QUARTER SECTION CORNER AS NOTED ..0 .FOLJNO-MONUMENT.AS NOTED t•-• FOUND 1/2" REBAR/CAP MARKED "DEA 18904" 0„0 = MEASURED BEARING/DISTANCE (C) BEARING/DISTANCE PER CALCULATIONS (P) = BEARING/DISTANCE PER RECORDED PLAT GM Efi EXISTING FIRE HYDRANT EXISTING STREET LIGHT EXISTING LUMINAIRE EXISTING GAS METER EXISTING SANITARY SEWER MANHOLE EXISTING HANDICAPPED PARKING STALL EXISTING COMPACT PARKING STALL VAN EXISTING VAN HANDICAPPED PARKING STALL FOUND 3" I.P. W/. BRASS CAP HI -WAY PT MON. REFER TO R -O-$ VOL. 37 or SURVEYS PG 107 FOUND SW SECTION CORNER, SECTION 10, FOUND 4"x4" CONCRETE MONUMENT W/ BRASS CAP 15 16 ** * LIMITED ACCESS BEGINS AT HIGHWAY ENGINEER'S STATION 532+00 AS SHOWN, ACCORDING TO THE DEED FILED UNDER AUDITOR'S FILE NUMBER 8611070566, RECORDS OF KING COUNTY, WASHINGTON. LOT 8, AS SHOWN HEREON, HAS UNRESTRICTED VEHICULAR AND PEDESTRIAN ACCESS TO TUKWILA INTERNATIONAL BLVD. SOUTH OF THIS STATION, ACCORDING TO SAID DEED. THE SOUTHERLY PROPOSED ACCESS POINT TO THE FUTURE DEPARTMENT OF HOMELAND SECURITY BUILDING LIES SOUTH OF PARCEL "A" AS DESCRIBED IN SAID DEED. 111111 EXISTING STORM CATCH BASIN -0-- EXISTING POWER POLE EXISTING GUY ANCHOR _a. EXISTING SIGN EXISTING GAS LINE EXISTING OVERHEAD POWER UNE --- SS -- EXISTING SANITARY SEWER LINE EXISTING WATER LINE EXISTING STORM DRAIN LINE EXISTING FENCE LINE —0 — SD rieriA CURB, GUTTER & SIDEWALK W/ 6" HIGH VERTICAL CURB LIMITED ACCESS AREA ft 6.1 Tenant: SEA -CAP PHASE II 12500 TUKWILA INTERNATIONAL BLVD. SUITE, 450 TUKWILA, WA 98168 A Tenant Improvement for: SABEY CORPORATION 12201 TUKWILA INT'L BLVD FOURTH FLOOR SEATTLE, WA 98168-5121 1326 Fifth Avenue .Suite 400.Seattle Washington 99101 T: (206)587.7120 F:12061587.7122 All reproduction & intellectual property rights reserved c 2016 Professional seal No. Issue Description Date REVIEW SET 01.29.16 PERMIT SET 02.10.15 City Electronic Stamp RECEWED CITY OF TUKWILA FEB 17 2016 PERMIT CENTER Location REVIEWED FOR CODE COMPLIANCE APPROVED MAR 0 4 20Th City of Tukwila Drawn by: mk Project No: 1 6—SB02-00 SITE PLAN - NOT A LEGAL SURVEY Original drawing is 24" x 36". Scale entities accordingly if reduced G.0.2 NE1. 4 ...OF THE' SE1..: 4 AND SE1/4 OF THE .3E1/4 4 OF SECTION 9 AND COV'T LOT 15 AND SW1/4 OF THE SW1/4 OF SECTION 10, T23N, R4E., W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON TITLE NOTES 1. THE LEGAL DESCRIPTION OF THE BOUNDARY OF LOT 6 AND LOT 8 USED FOR THIS A.L.T.A. SURVEY WAS PROVIDED BY TRANSNATION TITLE INSURANCECOMPANY, COMMITMENT Na 800-10140309 DATED JUNE 16, 2001 SUBSEQUENTLY UPDATED ON JULY 21, 2003, AND FURTHER UPDATED ON AUGUST 11 2003. THE LEGAL DESCRIPTION OF THE BOUNDARY OF LOT 7 USED FOR THIS A,LT.A. SURVEY IS PROVIDED PER THE CITY OF TUKWILA BOUNDARY LINE ADJUSTMENT NO. L04-060, RECORDED UNDER KING COUNTY AUDITOR'S RECORDING NO. 20041008900012, RECORDS OF KING COUNTY, STATE•OF WASHINGTON. THIS A.L.T.A. SURVEY REFERENCES THE FOLLOWING FOUR POLICIES PROVIDED BY TRANSNATION TITLE INSURANCE COMPANY: 1) LOAN POLICY OF TITLE INSURANCE, COMMITMENT NO. 600-10140309 DATED AUGUST 11 2003; 2)COMMITMENT FOR:ENDORSEMENT; COMMITMENT Na 800-10140309 DATED AUGUST 20, 2004; AND 3PRO—FORMA SPREADING ENDORSEMENT ATTACHED TO LOAN POLICY NO. 10140309 DATED JULY 22, 2004. 4). SEC T) COMMITMENT .EOR..ENDORSEMENT;...COMMITMENT.NO....800-.101461N9...DATED..DECEMBER...2U, 2004. THE FOLLOWING NOTES (NO. 2 THROUGH 13. INCLUSIVE) PERTAIN TO SPECIAL EXCEPTIONS DISCLOSED IN SCHEDULE' "B" OF THE PROVIDED LOAN POLICY DATED AUGUST 13, 2003, OF WHICH THE PROPERTY IS SUBJECT TO. THE FOLLOWING NOTES (N0. 14 THROUGH 18, INCLUSIVE) PERTAIN TO EXCEPTIONS DISCLOSED IN SCHEDULE "B" OF THE PROVIDED PRO—FORMA SPREADING ENDORSEMENT ATTACHED TO LOAN POLICY Na 10140309 DATED JULY 22, 2004. THE FOLLOWING NOTES (NO. 19 THROUGH 24, INCLUSIVE) PERTAIN TO SPECIAL EXCEPTIONS DISCLOSED IN SCHEDULE "B" OF THE PROVIDED SECOND COMMITMENT FOR ENDORSEMENT: DATED DECEMBER 20, 2004-, OF WHICH THE PROPERTY IS SUBJECT TO. EXCEPTION PARAGRAPH NOS. 1 NH/ROUGH 3 PERTAIN TO 'GENERAL .'PROPERTY ' AXES"WHICH'DO"NOT"PERTAIN TO MATTERS DISCLOSED BY THIS SURVEY. 3. THIS PROPERTY IS SUBJECT TO AN EASEMENT AND THE TERMS AND CONDITIONS THEREOF, FOR THE PURPOSE: OF EXISTING GAS PIPELINES AND SERVICES OVERA VACATED PORTION OF SOUTH 126TH STREET AS DISCLOSED BY INSTRUMENT RECORDED UNDER AUDITOR'S FILE NUMBER 8103230520, DATED MARCH 23, 1981, RECORDS OF KING COUNTY, WASHINGTON: (EXCEPTION. PARAGRAPH. NO. 4) 4. THIS PROPERTY IS SUBJECT TO AN EASEMENT, AND THE TERMS AND CONDITIONS THEREOF, FOR THE PURPOSE OF ELECTRIC OVERHEAD AND UNDERGROUND DISTRIBUTION LINE FACILITIES AT DEPTHS NOT EXCEEDING 21 FEET, AS DISCLOSED BY INSTRUMENT RECORDED UNDER AUDITOR'S FILE NUMBER 8111060294, DATED NOVEMBER 6, 1981, RECORDS OF KING COUNTY, WASHINGTON. (EXCEPTION PARAGRAPH NO. 5) 5. THIS PROPERTY IS SUBJECT TO AN AGREEMENT AND THE TERMS AND CONDITIONS THEREOF. FOR THE PURPOSE OF SEWER CONNECTION, AS DISCLOSED BY INSTRUMENT RECORDED UNDER AUDITOR'S FILE NUMBER 5833297, DATED JANUARY 11 1961 RECORDS OF KING COUNTY, WASHINGTON. (EXCEPTION PARAGRAPH NO. 6) 6. THIS PROPERTY IS SUBJECT TO AN AGREEMENT AND THE TERMS AND CONDITIONS THEREOF, FOR THE PURPOSE OF SEWER CONTRACT, AS DISCLOSED BY INSTRUMENT RECORDED UNDER AUDITOR'S FILE NUMBER 8909190545, DATED SEPTEMBER 19, '1989, RECORDS OF KING COUNTY WASHINGTON, (EXCEPTION PARAGRAPH NO. 7) 7. THIS PROPERTY IS SUBJECT TO THE RELINQUISHMENT OF ALL EASEMENTS EXISTING, FUTURE OR POTENTIAL, FOR ACCESS, LIGHT, VIEW AND AIR, AND ALL. RIGHTS OF INGRESS, EGRESS AND REGRESS TO, FROM AND BETWEEN THE LAND AND THE HIGHWAY OR HIGHWAYS TO BE CONSTRUCTED ON LAND CONVEYED BY DEED AS DISCLOSED BY INSTRUMENTS RECORDED UNDER AUDITOR'S FILE NUMBERS 5112409, 5050287, 5092893 AND 5133677, RECORDS OF KING COUNTY, WASHINGTON. ACCESS RIGHTS GRANTED UNDER RECORDING NO. 5112409 WERE AMENDED BY DEED FROM THE STATE OF WASHINGTON RECORDED UNDER KING COUNTY RECORDING NO 8611070586. ,(EXCEPTION PARAGRAPH NCI. 5) AFN 5112409 THIS DEED CONVEYS AND WARRANTS TO THE STATE OF WASHINGTON A PORTION OF PARCEL "A" AS DESCRIBED WITHIN SAID DEED FOR RIGHT—OF—WAY PURPOSES. IN ADDITION, SAID DEED ALSO CONVEYS AND WARRANTS TO THE STATE OF WASHINGTON ALL RIGHTS OF INGRESS AND EGRESS (INCLUDING ALL EXISTING, FUTURE OR POTENTIAL EASEMENTS OF ACCESS, LIGHT, VIEW AND AIR) TO,FROM AND BETWEEN THE STATE HIGHWAY AND THE REMAINDER OF SAID PARCEL "A": PARCEL "A" AS DESCRIBED IN THE DEED FILED UNDER AUDITOR'S FILE NUMBER 5112409, RECORDS OF KING COUNTY,. WASHINGTON, LIES WITHIN ,A PORTION OF LOTS •7 • AND -8 SHOWN ON ,THIS A:L.I',A. • SURVEY. NO PROPOSED -ACCCESS FOR THE FUTURE DEPARTMENT OF HOMELAND SECURITY BUILDING LIES WITHIN SAID PARCEL "A" OF SAID DEED. AFN. 5050287:.-....... THIS DEED CONVEYS AND WARRANTS TO THE STATE OF WASHINGTON A PORTION OF PARCEL "A" AS DESCRIBED WITHIN SAID DEED FOR RIGHT—OF—WAY PURPOSES. IN ADDITION, SAID DEED ALSO CONVEYS AND WARRANTS TO THE STATE OF WASHINGTON ALL RIGHTS OF INGRESS AND EGRESS (INCLUDING ALL EXISTING, FUTURE OR POTENTIAL EASEMENTS OF ACCESS, LIGHT, VIEW AND AIR) TO, FROM AND BETWEEN THE STATE HIGHWAY AND THE REMAINDER OF SAID PARCEL "A". PARCEL "A" AS DESCRIBED IN THE DEED FILED UNDER AUDITOR'S FILE NUMBER 5050287, RECORDS OF KING COUNTY, WASHINGTON, LIES WITHIN A PORTION OF LOT '6 SHOWN ON THIS A.L.T A. SURVEY. NO PROPOSED ACCESS FOR THE FUTURE DEPARTMENT OF HOMELAND SECURITY BUILDING LIES WITHIN SAID PARCEL "A" OF SAID DEED. AFN 509289& THIS DEED CONVEYS AND WARRANTS TO THE STATE OF WASHINGTON A PORTION OF PARCEL "A" AS DESCRIBED WITHIN SAID DEED FOR RIGHT—OF-WAY PURPOSES. IN ADDITION, SAID DEED ALSO CONVEYS AND WARRANTS TO THE STATE OF WASHINGTON ALL RIGHTS OF INGRESS AND EGRESS (INCLUDING ALL EXISTING, FUTURE OR POTENTIAL EASEMENTS OF ACCESS, LIGHT, VIEW AND AIR) TO, FROM AND BETWEEN THE STATE HIGHWAY AND THE REMAINDER .OF SAID PARCEL "A". PARCEL "A" AS DESCRIBED IN THE DEED FILED UNDER AUDITOR'S FILE NUMBER 5092893, RECORDS OF KING COUNTY, WASHINGTON, LIES WITHIN A PORTION OF LOT 7 SHOWN ON THIS A.L.T.A. SURVEY. THE PROPOSED MAIN ENTRANCE ACCESS FOR THE FUTURE DEPARTMENT OF HOMELAND SECURITY BUILDING LIES WITHIN SAID PARCEL "A" OF SAID DEED. SAID PARCEL "A" LIES WITHIN THE LIMITED ACCESS AREA TO TUKWILA INTERNATIONAL BLVD. AFN 5133877: THIS DEED CONVEYS AND WARRANTS TO THE STATE OF WASHINGTON A PORTION OF PARCEL "A" AS DESCRIBED WITHIN SAID DEED FOR RIGHT—OF—WAY PURPOSES. IN ADDITION, SAID DEED ALSO CONVEYS AND WARRANTS TO THE STATE OF WASHINGTON ALL RIGHTS OF INGRESS AND EGRESS (INCLUDING ALL EXISTING, FUTURE OR POTENTIAL EASEMENTS OF ACCESS, LIGHT VIEW AND AIR) TO, FROM AND BETWEEN THE STATE HIGHWAY AND THE REMAINDER OF SAID PARCEL "A". • PARCEL "A" AS DESCRIBED IN THE DEED FILED UNDER AUDITOR'S FILE NUMBER 5133877. RECORDS OF KING COUNTY. WASHINGTON, LIES WITHIN A PORTION OF LOT 7 SHOWN ON THIS A.L.T.A. SURVEY NO PROPOSED ACCESS FOR THE FUTURE DEPARTMENT OF HOMELAND SECURITY BUILDING LIES WITHIN SAID PARCEL, "A" OF SAID DEED. AFN 8611070566: THIS DEED CONVEYS AND QUITCLAIMS TO THE SABEY ALL RIGHTS OF INGRESS AND EGRESS (INCLUDING ALL EXISTING, FUTURE, OR POTENTIAL EASEMENTS OF ACCESS, LIGHT VIEW, AND AIR) TO, FROM AND BETWEEN THE STATE HIGHWAY LYING SOUTHERLY OF HIGHWAY ENGINEERS` STATION 532+00 ON THE LINE SURVEY OF THE STATE HIGHWAY, SOUTH 118TH ST TO JCT. S.S.H. NO. 1-K AND THE REMAINDER OF PARCEL "A" DESCRIBED WITHIN SAID DEED FILED UNDER AUDITOR'S FILE NUMBER 8611070566, RECORDS OF KING COUNTY, WASHINGTON. PARCEL "A" AS DESCRIBED IN THE DEED FILED UNDER AUDITOR'S FILE NUMBER 8611070566, RECORDS OF' KING COUNTY, WASHINGTON, LIES WITHIN A PORTION OF LOTS 7 AND 8 SHOWN ON THIS A.L.T.A. SURVEY. NO PROPOSED ACCESS FOR THE FUTURE DEPARTMENT OF HOMELAND SECURITY BUILDING LIES WITHIN SAID PARCEL A OF SAID DEED: 8. THIS PROPERTY IS SUBJECT TO AN AGREEMENT AND THE TERMS AND CONDITIONS THEREOF, FOR THE PURPOSE OF NO PROTEST, AS DISCLOSED BY INSTRUMENT RECORDED UNDER AUDITOR'S FILE NUMBER 8609021068, DATED SEPTEMBER 2, 1986, RECORDS OF KING COUNTY, WASHINGTON. • (EXCEPTION PARAGRAPH NO. •9) 9. THIS PROPERTY IS SUBJECT TO AN EASEMENT AND THE TERMS AND CONDITIONS THEREOF, FOR THE PURPOSE OF TELECOMMUNICATIONS FACILITIES, AS DISCLOSED BY INSTRUMENT RECORDED UNDER AUDITOR'S FILE NUMBER 20001019000148, DATED OCTOBER 19, 2000, RECORDS OF KING COUNTY, WASHINGTON. (EXCEPTION PARAGRAPH NO. 10) 10. THIS PROPERTY IS SUBJECT TO AN AGREEMENT AND THE TERMS AND CONDITIONS THEREOF, FOR THE PURPOSE OF FIBER OPTIC CONDUIT AND RECIPROCAL EASEMENT, AS DISCLOSED BY INSTRUMENT RECORDED UNDER AUDITOR'S FILE NUMBER 20010809001061 DATED AUGUST 9, 2001, RECORDS OF KING COUNTY, WASHINGTON. (EXCEPTION PARAGRAPH NO. 11, FIBER OPTIC CONDUIT SHOWN HEREON, EASEMENT UNDETERMINED ON THIS SURVEY) 11. ::THIS PROPERTY IS SUBJECT TO A DECLARATION OF ACCESS, PARKING AND DRAINAGE EASEMENTS IMPOSED BY INSTRUMENT RECORDED ON MAY 21 2001 UNDER RECORDING NO. 20030523002434, RECORDS OF KING COUNTY, WASHINGTON, (EXCEPTION PARAGRAPH NO. 12) 12. THIS PROPERTY IS SUBJECT TO AN AGREEMENT AND THE TERMS AND CONDITIONS THEREOF, FOR THE PURPOSE. OF DEVELOPER EXTENSION, AS DISCLOSED BY INSTRUMENT RECORDED UNDER AUDITOR'S FILE NUMBER 20030616000543, DATED JUNE 16, 2003, RECORDS OF KING COUNTY, WASHINGTON. (EXCEPTION PARAGRAPH NO. 13) 13. THIS PROPERTY IS SUBJECT TO ALL. COVENANTS, CONDITIONS, RESTRICTIONS, RESERVATIONS, EASEMENTS OR OTHER SERVITUDES, IF ANY, DISCLOSED BY CITY OF' TUKWILA BOUNDARY LINE ADJUSTMENTS RECORDED UNDER KING COUNTY RECORDING NUMBERS 20030327900002 AND 20030725900003; RIGHTS OR BENEFITS, IF ANY, WHICH MAY BE DISCLOSED BY THE RECORDED DOCUMENT(S) ABOVE AFFECTING LAND OUTSIDE THE BOUNDARY DESCRIBED EN SCHEDULE A. (EXCEPTION PARAGRAPH NO. 14) 14: THIS PROPERTY IS SUBJECT TO ALL COVENANTS,CONDITIONS, RESTRICTIONS, RESERVATIONS, EA, MENTS CR OTHER SERVITUDES, IF ANY, DISCLOSED BY THE BOUNDARY LINE ADJUSTMENT RECORDED UNDER RECORDING Na 20030725900003. THIS POLICY DOES NOT INSURE THAT 'THE LAND DESCRIBED IN SCHEDULE "A" IS BENEFITED BY EASEMENTS, COVENANTS OR OTHER APPURTENANCES SHOWN ON THE PLAT OR SURVEY TO BENEFIT OR BURDEN REAL PROPERTY OUTSIDE THE BOUNDARIES OF SAID LAND. (PARAGRAPH NO. 1) 15. THIS PROPERTY IS SUBJECT TO A DEVELOPER EXTENSION. AGREEMENT AND THE TERMS AND CONHTIONS THEREOF, FOR THE PURPOSE OF A SANITARY SEWER SYSTEM, AS DISCLOSED BY INSTRUMENT RECORDED UIIDER AUDITOR'S FILE NUMBERS 20010523000481 AND 20010523000482 DATED MAY 23, 2001, RECORDS OF KING COUNTY, WASHINGTON. (PARAGRAPH NO. 2) 16. THIS PROPERTY' IS SUBJECT TO AN AGREEMENT AND THE TERMS AND CONDITIONS THEREOF, FOR THE PURPOSE OF PROPERTY OWNER'S ENCROACHMENT INTO CITY RIGHT-OF—WAY AS DISCLOSED BY INSTRUMENT IECORDED UNDER AUDITOR'S FILE NUMBER 20010803000205 DATED AUGUST 3, 2001, RECORDS OF KING COUNTY, WASHINGTON. (PARAGRAPH NO. 3) 17. THIS PROPERTY IS SUBJECT TO AN AGREEMENT AND THE TERMS AND CONDITIONS THEREOF, FOR THE PURPOSE OF FIBER OPTIC CONDUIT AND RECIPROCAL EASEMENT, AS DISCLOSED BY INSTRUMENT RECORDED UNDER AUDITOR'S FILE NUMBER 20010809001066, DATED AUGUST 9, 2001, RECORDS OF KING COUNTY, VASHINGTON. (PARAGRAPH NO. 4, FIBER OPTIC CONDUIT SHOWN HEREON; EASEMENT UNDETERMINED ON THIS SJRVEY) 18. THIS PROPERTY IS SUBJECT TO A DEVELOPER EXTENSION AGREEMENT AND THE TERMS AND CONDITIONS THEREOF,. FOR THE PURPOSE OF SEWER SERVICE AS DISCLOSED BY INSTRUMENT RECORDED UNDER AUDITOR'S FILE NUMBER 7.0030816000541 DATED JUNE 18, 2001 RECORDS OF KING COUNTY, WASHINGTON. (PARAGRAPH NO. 5) 19. THIS PROPERTY IS SUBJECT TO ALL COVENANTS, CONDITIONS, RESTRICTIONS, RESERVATIONS, EAxMENTS OR OTHER SERVITUDES, IF ANY, DISCLOSED BY THE BOUNDARY LINE ADJUSTMENT RECORDED UNDER RECORDING NO. 20030725900003, RECORDS OF KING COUNTY, WASHINGTON.. (PARAGRAPH. NO. 1) 20. THIS PROPERTY IS SUBJECT TO A DEVELOPER EXTENSION AGREEMENT AND THE TERMS AND CONDITIONS THEREOF, FOR. THE PURPOSE OF A SANITARY SEWER SYSTEM, AS DISCLOSED BY INSTRUMENT RECORDED UIIDER AUDITOR'S FILE NUMBERS 20010523000481 AND 20010523000482 DATED MAY 23, 2001, RECORDS OF KING COUNTY, WASHINGTON. (PARAGRAPH NO. 2) 21. THIS PROPERTY IS SUBJECT TO AN AGREEMENT AND THE TERMS AND CONDITIONS THEREOF, FOR THE PURPOSE OF PROPERTY OWNER'S ENCROACHMENT INTO CITY RIGHT-OF-WAY, AS DISCLOSED BY INSTRUMENT TECORDED UNDER AUDITOR'S FILE NUMBER 20010803000205 DATED AUGUST 3, 2001 RECORDS OF KING COUNTY, WASHINGTON. (PARAGRAPH NO, 3) 22. THIS PROPERTY -IS SUBJECT TO AN AGREEMENT AND THE:TERMS-AND CONDITIONS THEREOF, FOR THE PURPOSE OF FIBER OPTIC CONDUIT AND RECIPROCAL EASEMENT AS DISCLOSED BY INSTRUMENT RECORDED UNDER AUDITOR'S FILE NUMBER 20010809001066, DATED AUGUST 9, 2001, RECORDS OF KING COUNTY, NASHINGTON. (PARAGRAPH NO. 4) 23, THIS PROPERTY IS SUBJECT TO AN AGREEMENT AND THE TERMS AND CONDITIONS THEREOF, FOR THE PURPOSE OF DEVELOPER EXTENSION, AS DISCLOSED BY INSTRUMENT RECORDED UNDER AUDITOR'S FILE NUMBER 20030616000541 DATED JUNE 16, 2003, RECORDS OF KING COUNTY, WASHINGTON. (PARAGRAPH NO. 6) 24. PARAGRAPH NO. 6 PERTAINS TO LIABILITY FOR GENERAL TAXES, SUPPLEMENTAL TAXES, SPECIAL TAXES OR SURFACE WATER MANAGEMENT CHARGES SUBSEQUENT TO THE DATE OF THIS POLICY, TOGETHER WITH ANY INTEREST, PENALTY OR COSTS. AND DOES NOT PERTAIN TO MATTERS DISCLOSED BY THIS SURVEY, SURVEY NOTES 1.. LEICA/WILD TCA 1100 TOTAL STATION. USED FOR THIS SURVEY. 2. THIS SURVEY EXCEEDS THE MINIMUM REQUIRED SURVEY PRECISION FOR FIELD TRAVERSES, AS SET FORTH BY WAC 332-130-090. 3. REFERENCE SURVEYS: BOUNDARY LINE ADJUSTMENT', AFN 20041008900012 BOUNDARY LINE ADJUSTMENT, BOUNDARY LINE ADJUSTMENT, BOUNDARY LINE ADJUSTMENT, BOUNDARY LINE ADJUSTMENT, RECORD OF SURVEY, VOLUME RECORD OF SURVEY, VOLUME RECORD OF SURVEY, VOLUME RECORD OF SURVEY, VOLUME RECORD OF SURVEY, VOLUME. AFN 20030327900003 AFN 20001213900008 AFN 20000828900001 AFN 20010221001777 77 OF SURVEYS, PACE 209 5$ OF SURVEYS, PAGE 43 49 OF SURVEYS,PAGE. 127 44 OF SURVEYS, PAGE 204 79 OF SURVEYS, PAGE 63 ALSO, AN UNRECORDED A.L.T.A,/A.C.S.M. LAND TITLE SURVEY DONE BY BARGHAUSEN CONSULTING ENGINEERS, INC FOR THE SABEY CORPORATION DATED JANUARY 1999 AND TITLED "BOEING — EAST MARGINAL WAY CORPORATE PARK" 4. THE FLOOD ZONE DESIGNATION FOR THIS. PROPERTY IS ZONE 'X", ACCORDING TO THE FEMA FLOOD MAP PANEL NO. 53033CO960F; EFFECTIVE DATE MAY 16, 1995. ZONE IS DESIGNATED AS AREAS DETERMINED TO BE OUTSIDE THE 500 -YEAR FLOODPLAIN. 5.. THE CITY OF TUKWILA ZONING DESIGNATION FOR THIS PROPERTY IS AS FOLLOWS: LOTS 6 AND 7 LIE WITHIN THE MIC/H ZONE AND LOT 8 LIES WITHIN THE MIC/L, C/U AND LDR ZONES. MIC/H MANUFACTURING INDUSTRIAL CENTER/ HEAVY INDUSTRIAL MIC/L = MANUFACTURING INDUSTRIAL CENTER/ LIGHT INDUSTRIAL C/U = COMMERCIAL/ LIGHT INDUSTRIAL LDR = LOW DENSITY RESIDENTIAL THE SETBACKS FOR THE MIC/H ZONE ARE AS FOLLOWS: FRONT = 20 FEET SIDE AND REAR =NONE MAXIMUM BUILDING HEIGHT = 125 FEET NO FLOOR SPACE AREA RESTRICTIONS THE SETBACKS FOR THE MIC/L ZONE ARE AS FOLLOWS:. FRONT = 20 FEET SIDE AND REAR N NONE MAXIMUM BUILDING HEIGHT = 4 STORIES OR 45 FEET NO FLOOR SPACE AREA RESTRICTIONS 6. AREA OF LOT 6 = 0.57 AC AREA OF LOT 7 = 5.49 AC AREA OF LOT 8 = 6.91 AC TOTAL AREA OF SITE = 12.97 AC 7. UTILITIES SHOWN HEREON (STORM, SANITARY SEWER AND WATER) ARE TAKEN FROM DESIGN DRAWINGS PROVIDED BY DAVID EVANS AND ASSOCIATES, INC. AND CHS ENGINEERS TO SABEY CORPORATION FOR THE CONSTRUCTION OF THE DEPARTMENT OF HOMELAND SECURITY BUILDING AND PARKING AREA. THE UTILITIES HAVE NOT BEEN FIELD LOCATED NOR VERIFIED TO THE EXTENT OF THEIR HORIZONTAL POSITION OTHER THAN BY VISUAL INSPECTION IN THE FIELD OF FIRE HYDRANTS AND STORM AND SANITARY SEWER STRUCTURE LIDS. REFER TO SAID DESIGN DRAWINGS FOR FURTHER. DETAIL OF THESE UIiLINES. B. PARKING STALL COUNTS: THERE ARE 376 STANDARD PARKING STALLS. THERE ARE 72 COMPACT PARKING STALLS. THERE ARE 2 VAN HANDICAPPED PARKING STALES:. THERE ARE 8 HANDICAPPED PARKING STALLS. THERE ARE 5 CARPOOL PARKING STALLS. TOTAL NUMBER OF PARKING STALLS IS 463. LEGAL DESCRIPTION (PER TRANSNATION TITLE INSURANCE COMPANY, COMMITMENT N0: 800-10140309 DATED JULY 21, 2003; LOT 7 LEGAL DESCRIPTION EXCEPTED) PARCEL A: LOT_ 8, CITY OF TUKWILA BOUNDARY LINE ADJUSTMENT NO. BLA L02-057, RECORDED UNDER KING COUNTY RECORDING 140, 20030327900002; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. PARCEL B: LOT 6, CITY OF TUKWILA BOUNDARY LINE ADJUSTMENT NO. BLA L03-034, RECORDED UNDER KING COUNTY RECORDING NO. 20030725900003; LOT 7, CITY OF TUKWILA BOUNDARY LINE ADJUSTMENT NO. BLA L04-060, RECORDED UNDER KING COUNTY RECORDING NO. 20041008900012; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. PARCEL C: A NON—EXCLUSIVE EASEMENT FOR CONDUIT FACILITIES 'AND ACCESS, PARKING AND DRAINAGE AS ESTABLISHED BY AGREEMENTS RECORDED UNDER KING COUNTY RECORDING NUMBERS. 20010809001066 AND 20030523002434, $VR_ . YOR'S CERTIFICATION TO: WASHINGTON CAPITAL JOINT MASTER TRUST MORTGAGE INCOME FUND AND/OR ITS ASSIGNS, TRANSNATION. TITLE INSURANCE COMPANY AND INTERNATIONAL GATEWAY EAST III, LLC. THIS IS TO CERTIFY THAT: i) THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE MINIMUM STANDARD DETAIL REQUIREMENTS FOR A.L.TA./A.C.S.M. LAND TITLE SURVEYS, ".:.-4OINTLY-ESTRBUSHED. AND .ADOPTED<BY A.L.T;A„ •.A,C,S.M. -AND N S,P.S...IN...1999 AND INCLUDES ITEMS 2, 3, 4, 1 7(a), 7(b,1), 1 9, 10. 11(a), 11(b), 11 14, 15 AND 16 OF TABLE A THEREOF, (ii) PURSUANT TO THE ACCURACY STANDARDS (AS ADOPTED BY ALT.A. AND A,C.S.M. AND IN EFFECT ON THE DATE OF THIS CERTIFICATION), THE POSITIONAL UNCERTAINTIES RESULTING FROM THE SURVEY MEASUREMENTS MADE ON THE SURVEY DO NOT EXCEED THE ALLOWABLE POSITIONAL TOLERANCE; (Til THERE ARE NO IMPROVEMENTS, ENCROACHMENTS OR' USES EXCEPT AS SHOWN AND AS NOTED; Iv) THE BOUNDARY(S) OF THE PROPERTY(S) FORMS A MATHEMATICALLY CLOSED FIGURE. ROBERT C. HERMANN, PLS. REGISTRATION NO. 18904 p�- //- cos DATED Tenant: SEA -CAP PHASE II 12500 TUKWILA INTERNATIONAL BLVD. SUITE, 450 TUKWILA, WA 98168 A Tenant Improvement for: SABEY CORPORATION 12201 TUKWILA INT'L BLVD FOURTH FLOOR SEATTLE, WA 98168-5121 a I t burgess design interiors 0 architecture 1326 Fifth Avenue . Suite 400. Seat le Washington 98101 T: (206) 587,7120 F:1206) 587.7122 All reproduction & intellectual property rights reserved c 2016 Professional seal P021 FRED TLCT RANDALL ALAN MORGAN STATE OF WASHINGTON No. Issue Description Date REVIEW SET 01.29.16 PERMIT SET 02.10.15 City Electronic Stamp Location RECEIVED CITY OF TUKWILA FEB 17 2016 PERMIT CENTER —REVIE F OR CODE COMPLIANCE APPROVED MAR 042016 City of Tukwila Drawn by: mk Project No: 1 6—SB02-00 LEGAL DESCRIPTION Original drawing is 24" x 36". Scale entities accordingly if reduced G.0.3 N DEMOLITION PLAN 0 8' 16' 24' (It 1/8" = 1,_ 0" Tam", 4WWIN 27x1 NEW CONFERENCE OPEN OFFICE CONSTRUCTION PLAN 0 8' 16' 24' 1/8" _ 1'- 0" DEMOLITION SYMBOLS KEYED SHEET NOTES SYMBOL LEGEND KEYED CONSTUCTION NOTES _ _ EXISTING CONSTRUCTION TO BE REMOVED f f EXISTING CONSTRUCTION TO REMAIN 1 DEMO DOOR, FRAME, AND HARDWARE — TO BE STORED OR RELOCATED AND REINSTALLED WHERE APPLICABLE. O VERIFY WITH BUILDING MANAGEMENT. .0. DEMO EXISTING BOOK SHELVES — TO BE REMOVED TO TENANTS STOREROOM. PATCH AND REPAIR SURFACES AS REQUIRED FOR NEW FINISHES. 3O REMOVE EXISTING WHITEBOARD — TO BE REMOVED TO TENANTS STOREROOM. O DEMO PORTION OF EXISTING WALL FOR INSTALLATION OF NEW DOOR. PATCH AND REPAIR ALL SURFACES AS REQUIRED TO MAINTIAN SUITE STANDARD. REFER TO CONSTRUCTION PLAN AND DOOR SCHEDULE FOR INFORMATION. O NOT USED 6 AS AN ALTERNATE, EXISTING PARTITION TO FILLED WITH SOUND ATTENUATION BATT INSULATION FOR O SOUNDPROOFING. REFER TO DETAIL K/A.9.1. VERIFY OR PROVIDE INSULATION IN EXISTING WALL CAVITY. O PROVIDE BLOCKING AND SUPPORT AS REQUIRED FOR NEW LCD SCREEN. REFER TO B/A.2B.1 & A/A.9.1 FOR ADDITIONAL INFORMATION. O CONTRACTOR SHALL RELOCATE TWO (2) EXISTING SYSTEM FURNITURE WORK STATIONS TO NEW LOCATION IN ROOM #450. COST SHALL INCLUDE UNINSTALLING/FIXING 16 IJV FEET OF FURNITURE PANELS THAT WILL BE SUPPLIED BY TENANT. VERIFY LOCATION WITH TENANT. 9O FURR OUT EXISTING PARTITION AS REQUIRED FOR INSTALLATION OF NEW PLUMBING LINES. 1•O THIS PARTITION INFILL MUST BE 1—HR RATED, SEE L/A.9.1. 11 PROVIDE ELKAY CELEBERTY GECR 2521 SINK WITH KOHLER TRITON/FINESSE FAUCET K -7776—K WITH K-16012-5 WMST BLADES. 12 CONTRACTOR SHALL REMOVE AND THEN RECONFIGURE THESE WORK STATIONS TO ALLOW FOR DOOR ALTERATIONS. VERIFY WORKSTATION REQUIREMENTS WITH TENANT. ML { t EXISTING CONSTRUCTION TO REMAIN k""""""""""d NEW INSULATED, SECURED, CONSTRUCTION TO DECK ABOVE, PER DETAIL J/A.9.1 NEW INSULATED INTERIOR PARTITION CONSTRUCTION, PER DETAIL L/A.9.1 GENERAL CONSTRUCTION N0TES GENERAL DEMOLITION 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. PROVIDE PARTITION ANCHOR BRACKETS FOR ALL CASEWORK, FIXTURES, EQUIPMENT, & DEVICES MOUNTED ON OR ATTACHED TO PARTITIONS. 6. PARTITIONS ARE TO BE BUILDING STANDARD FLOOR TO CEILING PARTITIONS, UON. SEE TYPICAL WALL DETAIL SHEET FOR MORE INFORMATION. 7. DOORS AND CASED OPENINGS WITHOUT DIMENSIONS OR DETAILS ARE TO BE LOCATED 4" FROM ADJACENT WALL OR MATCH EXISTING SUITE STANDARD. 8. ALL WOOD USED IN INTERIOR FRAMING IS TO BE FIRE—RETARDENT TREATED WOOD WHEN BUILDING IS CONSTRUCTION TYPE I AND II. 1. REFER TO CONSTRUCTION PLAN AND CEILING PLAN FOR EXTENT OF DEMOLITION.ADDITIONAL 2. SAVE AND STORE ALL LIGHT FIXTURES, EXIT SIGNS, DOORS & HARDWARE FOR RE—USE, UON. 3. SAVE ALL EXISTING PLUMBING FIXTURES FOR RE—USE, UON. 4. REMOVE ALL TELEPHONE, ELECTRICAL, AND DATA OUTLETS, FIXTURES, PANELS, ETC FROM ALL DEMOLISHED PARTITIONS. REMOVE ALL CORRESPONDING CABLES, CONDUIT, WIRING, ETC. ALL THE WAY BACK TO THE ORIGINATING SOURCE, UON. Tenant: SEA -CAP PHASE II 12500 TUKWILA INTERNATIONAL BLVD. SUITE, 450 TUKWILA, WA 98168 A Tenant Improvement for: SABEY CORPORATION 12201 TUKWILA INT'L BLVD FOURTH FLOOR SEATTLE, WA 98168-5121 e1 burgess design interiors 0 architecture 1326 Fifth Avenue .Suite 400 . Seat le Washington 96101 T: (206) 5873120 F:1206) 587.7122 All reproduction & intellectual property rights reserved c 2016 Professional seal r 1 STERED CHITECT RANDALL ALAN MORGAN STATE OF WASHINGTON No. Issue Description Date REVIEW SET 01.29.16 PERMIT SET 02.10.15 City Electronic Stamp Location RECEIVED CITY OF TUKWIL FEB 17 2016 PERMIT CENTE Drawn by: mk REVIEWED FOR CODE COMPLIANCE APPROVED MAR 0 4 2016 Ci of Tukwila Project No: 16—SBO2-00 DEMOLITION/ CONSTRUCTION PLANS Original drawing is 24" x 36". Scale entities accordingly if reduced A.2A.1 REFLECTED CEILING PLAN 0 8' 16' 24' 1/8" = 1'- 0" POWER & DATA PLAN atat 1/8" = 1'- 0" CEILING LEGEND - LIGHTING GENERAL RCP SHEET NOTES WALL MOUNTED DEVICES TENANT POWER/DATA NOTES SYMBOL DESCRIPTION/SPEC OS CEILING SPEAKER 1. REFER TO PROJECT NOTES FOR CONSTRUCTION REQUIREMENTS. 2. ARCHITECTURAL REFLECTED CEIUNG PLANS INDICATE TYPE AND LOCATION OF LIGHT FIXTURES REFER TO DESIGN BUILD ELECTRICAL DRAWINGS AND DESIGN BUILD LIFE SAFETY FOR COMPLETE REFLECTED CEIUNG PLAN DESIGN. 3. LIGHT SWITCHES ARE SHOWN FOR LOCATION AND DESIGN INTENT ONLY. REFER TO ELECTRICAL DESIGN BUILD FOR SPECIFIC LOCATION AND SWITCHING DIAGRAMS. 4. UNLESS NOTED OTHERWISE, MULTIPLE SWITCHES IN A SINGLE LOCATION SHALL BE GANGED IN A SINGLE BOX AND COVERED WITH A SINGLE COVERPLATE. 5. CLEAN, REPAIR OR REPLACE AS REQUIRED ALL EXISTING SUSPENDED CEIUNG GRID AND TILES EXISTING TO REMAIN. 6. HVAC CONTRACTOR TO CLEAN ALL EXISTING SUPPLY/RETURN GRILLS PRIOR TO COMPLETION OF PROJECT. 7. ELECTRICAL SUB -CONTRACTOR IS RESPONSIBLE FOR CONFIRMING THE COUNTS OF EXISTING FIXTURES TO BE RELOCATED. 8. ELECTRICAL SUB -CONTRACTOR IS RESPONSIBLE FOR PROVIDING CUT SHEETS TO DESIGNER FOR ALL FIXTURES DESIGNATED AS NEW. 9. PROVIDE EGRESS ILLUMINATION FOR SBC 1006. CONTRACTOR IS RESPONSIBLE FOR DESIGN OF THIS SYSTEM UNDER THE DESIGN BUILD CONTRACT. VERIFY WITH BUILDING MANAGEMENT'S EXISTING SYSTEM AND PROVIDE FULL COMPLIANCE TOONEW TENANT SPACE. 10. THE MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BE LESS THAN 1 FOOT CANDLE (11 LUX) AT THE WALKING SURFACE. 11. RE -SWITCH ROOMS AS NEEDED. SYMBOL DESCRIPTION 1. THE DVD/VHS PLAYER WILL BE AN AVAILABLE SOURCE FOR THE VTC SYSTEM. 2. THE TOUCH CONTROL PANEL MUST BE ABLE TO: a. SWITCH THE VIDEO AND AUDIO OF THE VTC, DVD/VHS PLAYER, PC, LAPTOP AND CAN SOURCES TO THE LCD MONITOR. b. CONTROL ALL VCT FUNCTIONS SUCH AS DIAL, HANG UP, VOLUME, MUTE, VIDEO/AUDIO SOURCE SELECT FOR VCT ETC. c. CONTROL PEOPLE AND CONTENT SOURCE (LAPTOP OR PC (SYMPODIUM)) d. CONTROL VOLUME SOURCES THROUGH THE CEILING SPEAKERS e. CHANGE CHANNELS ON THE SITE PROVIDED COMCAST CABLE BOX. 3. SWITCH THE VIDEO AND AUDIO OF THE VTC, DVD/VHS PLAYER, PC, LAPTOP AND CAN SOURCES TO THE LCD MONITOR. 4. THE VENDOR WILL PROVIDE AND INSTALL ALL THE AUDIO/VIDEO CABLING. THE VENDOR WILL CONCEAL ALL CABLING AS BEST AS POSSIBLE BY RUNNING THE CABLING WITHIN THE WALLS AND CEILING AND USING EXISTING CONDUIT. 5. THE VENDOR WILL PROVIDE AND INSTALL A VCABLE FOR LAPTOP PRESENTATIONS AND PEOPLE AND CONTENT AT THE CONFERENCE TABLE. VGA/AUDIO 6. THE VENDOR WILL PROVIDE AND INSTALL A VGA/AUDIO CABLE FOR THE DEDICATED ICE PROVIDED WORKSTATION FOR PRESENTATIONS AND PEOPLE AND CONTENT. 7. SITE WILL PROVIDE POWER DIRECTLY BEHIND WHERE MONITORS WILL BE MOUNTED SO NO CABLE IS VISIBLE. 8. SITE WILL PROVIDE CONDUIT FROM THE A/V RACK TO THE MONITOR FOR THE A/V CABLING REQUIRED. 9. THE VGA CABLES FOR THE CONFERENCE ROOM TABLE WILL BE RUN VIA EXISTING CONDUIT, IF AVAILABLE. NO CABLES FROM THE TABLE AND PODIUM TO THE A/V RACK SHALL BE SHOWN. 10. SITE WILL PROVIDE AN ANALOG PHONE UNE AT THE CONFERENCE TABLE. 11. SITE WILL PROVIDE A CAN COAX INTERFACE DIRECTLY BEHIND THE VTC RACK. THE CABLE N SERVICE WILL BE ORDERED BY THE SITE. 12. SITE WILL PROVIDE COMCAST CABLE BOX. 13. SITE WILL PROVIDE ICE VLAN50 NETWORK CONNECTION UNE FOR THE VTC EQUIPMENT DIRECTLY BEHIND WHERE THE A/V RACK IS LOCATED AND PROVIDE ICE VLAN 50 NETWORK CONNECTION FOR THE VTC. 14. SITE WILL PROVIDE AN ADDITIONAL DATA/POWER OUTLET DIRECTLY BEHIND WHERE THE A/V RACK IS LOCATED. 15. THE VENDOR WILL PROVIDE 1 YEAR MINIMUM MAINTENANCE AND SUPPORT. 16. THE VENDOR WILL ENSURE THAT THE TOUCH PANEL INSTALLATION AND PROGRAMMING WILL BE PROVIDED BY EXTRON ECA CERTIFIED PERSONNEL. 17. "SITE" MEANS THE GENERAL CONTRACTOR. 18. THE VENDOR WILL PROVIDE A CHATSWORTH A/V RACK WITH ADEQUATE VENTILATION/COOLING FANS AS NEEDED TO COOL ALL ITEMS IN EQUIPMENT #6. 19. THE G.C. SHALL BE RESPONSIBLE FOR THE PROPER ATTACHMENT, CONNECTION AND INITIAL OPERATION OF ENTIRE A/V SYSTEM. THE TENANT WILL SUPPLY A DELL OPTIPLEX 755 DUO CORE 2.33 GHZ WITH 2 GB OF MEMORY ANDA 80 GB HARD DRIVE. 20. THE G.C./NETWORK CABLING VENDOR NEEDS TO SUPPLY THE NEW VOICE/DATA CABLING AND EQUIPMENT AS PART OF THE PROJECT SCOPE OR A SEPARATE CABUNG PROJECT SCOPE. - ONE EXCEPTION, THE EXISTING 4TH FLOOR SOUTH IDA ROOM (WIRING CLOSET) CAT6 PATCH CABLES AND 50 PAIR VOICE CROSSOVER PANEL HAS SUFFICIENT ROOM FOR THE PROPOSED QUANTITY OF NEW CABLING CONNECTIONS. 21. ONLY ONE DATA/VOICE OUTLET(3 CAT6 CABLES)IS NEEDED BEHIND THE TELEVISION AT 6'-0" HEIGHT (A -DATA, (- , B -CATV, C -VOICE) FOR POTENTIAL FUTURE USE. IT IS RECOMMENDED TO HAVE TWO DATA/VOICE (A -DATA, B -DATA, C -VOICE) SETS (6 CAT6 CABLES) AT THE NORMAL WALL HEIGHT LEVEL FOR CONNECTION THE ICE COMPUTER, VTC SYSTEM, PHONE, LAPTOPS CONNECTIONS, AND FUTURE EQUIPMENT. 2 DATA/VOICE SETS -6 CAT6 CABLES (FROM ICE CABLING STANDARDS 7.4 P.11) 22. WE ASSUME THE J -BOX WITH A PULL CABLE WILL BE USED TO ROUTE VTC TO TELEVISION VIDEO COMPONENT CABLE, J �.�y -`- EXISTING TO REMAIN /I f EXISTING 2' X 4' FLUORESCENT FIXTURE TO REMAIN. ® CEILING MOUNTED POLYCOM CEILING MICROFONE r -_-_- �( � EXISTING 2'X 4'FLUORESCENT FIXTURE TO BE REMOVED. Igg DUPLEX OUTLET (#DENOTES MOUNTING HT IN INCHES) M COMBINATION VIDEO/DATA OUTLET SEE DETAIL M/A.9.2 RELOCATED 2 X 4' FLUORESCENT FIXTURE. 1-T.7 CABLE N COAX CEILING LEGEND - CONTROLS ER ACCESS CONTROL SYSTEM VERIFY TYPE WITH TENANT AND SYSTEM REQUIREMENTS (BY TENANT) WITH TENANT AND BUILDING MANAGEMENT. SYMBOL DESCRIPTION •. QUADRAPLEX OUTLET NEW SWITCH LOCATION. FLOOR M0UNTED DEVICES D .69 NEW DIMMER SWITCH LOCATION SZ SZ FLUSH FLOOR MOUNTED POWER/DATA/ ANALOG UNE - G.C. TO PROVIDE ALL NEEDED FLOOR CORES AND TWO (2) DEVICES AS SHOWN AND ATLEAST ONE (1) MORE IN A PARTITION TO RETURN WIRING TO CEILING LIGHTING SUMMARY 2012 Washington State Nonresidential Energy Code Compliance Form MISC. NOTATION Interior Lighting Summary LTG -SUM KEYED RCP NOTES N DENOTES A NEW DEVICE 11-2013 O IN AREA OF PARTITION REMOVAL PATCH AND REPAIR CEILING GRID, TILE AND SUPPORT AS REQUIRED TO MAINTAIN A CONTINUOUS CEILING SURFACE. © O NOT USED KEYED POWER/DATA N0TES Project Info Project Address: SEA -CAP Date MM/DD/14 12500 TUKWILA INTERNATIONAL BLVD For Building Department TUKWILA, WA 98168 Use O EXISTING ELECTRICAL POWER POLE MOVES WITH RELOCATED FURNITURE. O RELOCATE POWER AND VOICE/DATA TO TENANTS RELOCATED SYSTEM FURNITURE. VERIFY LOCATION WITH TENANT. O POWER AND VOICE/DATA TO REMAIN AS -IS IN AREA OF OFFICE. O VERIFY HEIGHT WITH TENANTS AV VENDOR. CURRENTLY PLANNED FOR 6'-O" A.F.F. 10 ADD (2) TWO TELE -DATA OUTLETS (2x3=6 CAT "6" NETWORK CABLES) AND (1) ONE POWER DUPLEXES. ANALOG UNE WILL CONNECT TO PORT C WHICH IS CROSS CONNECTED TO 50 PAIR PATCH PANEL FEED AT TEL -CO RISER. 11 VENDOR TO PROVIDE AND INSTALL WALL MOUNTED HDX CAMERA SHELF. VERIFY DIMENSIONAL REQUIREMENTS WITH TENANTS EXISTING CAMERA REQUIREMENTS. Applicant Name: BURGESS DESIGN INC. Applicant Address: 1326 FIFTH AVENUE, #400, SEATTLE, WA 98101 Applicant Phone: 206 587 7120 Project Description 0 New Building 0 Addition ® Alteration 0 Plans Included Lighting Complaince Path 0 Lighting Power Density Calculations 0 Total Building Performance (If Total Building Performance then only LGT-CHK is required) Lighting Power Allowance Method o Building Area Method 0 Space -By -Space Method -VENDOR IS GENERAL CONTRACTOR, U.O.N. EQUIPMENT LIST - VERIFY ALL REQUIREMENTS WITH TENANT - VERIFY ALL REQUIREMENTS WITH SOW DOCUMENT Interior Lighting System Description Briefly describe lighting system type and features 1 - 2 3 4 5 6 7 8 9 10 NEW, VENDOR PROVIDED AND MOUNTED, 65" LCD MONITOR (LCD6520L-BK-AVT-NEC MULTISYNC 65") NOT USED (SMARTBOARD REPLACED BY SYMPODIUM ID 250 PEN SYSTEM) NEW, VENDOR PROVIDED AND INSTALLED, HDX CAMERA AND SHELF -VADDIO 535-2000-220 OR SIMILIAR. NEW, VENDOR PROVIDED AND G.C. INSTALLED, CONFERENCE PHONE (POLYCOM VTX1000) WITH TWO (2) EXTENSION MICROPHONES. NEW, VENDOR PROVIDED AND INSTALLED, A/V TOUCH CONTROL PANEL (EXTRON TLP 700MV) -HARDWIRED AND WALL MOUNTED. NEW, VENDOR PROVIDED AND INSTALLED, AUDIO/VIDEO RACK -WHICH WILL CONTAIN: POLYCOM VTC SYSTEM (TENANT PROVIDED) DVD/VHS PLAYER (BY G.C.) AUDIO/VIDEO SWITCH AND PERIPHERALS SUCH AS AMPLIFIER, POWER STRIP, ETC. COMCAST CABLE BOX (BY G.C.) PC (TENANT PROVIDED, G.C. INSTALLED) UPS AND POWER STRIP (BY G.C.) -RACK TO INCLUDE VENTILATION SPECK R SWIL MEW Nal Pet T' Y WITH ALL SOW - 71° i3u 0" OF 103112. NEW, UNDER -COUNTER REFRIGERATOR. GE GMR06 MPWW 24" 6.0 W. FT. WHITE, OR APPROVED EQUAL NEW, TENANT PROVIDED AND INSTALLED VTC EQUIPMENT. FOR REFERENCE ONLY. NEW VENDOR PROVIDED SYMPODIUM ID 250 PEN SYSTEM. PODIUM BY TENANT: VERIFY DEVICE LOCATIONS WITH TENANT. Additions and Change of Space Use (C101.4.3 & C101.4.4) GENERAL ELECTRICAL NOTES Addition area or Change of Space use area complies with all applicable provisions as stared alone project ❑ Addi 0 Addition area is combined with existing building lighting systems to demonstrate compliance with all applicable provisions per 0101.4.3 Provide Building Area Method (LTG -INT -BLD) or Space -By -Space Method (LTG -INT -SPACE) Compliance Form. Document maximum allowed and proposed (including existing if applicable) lighting wattage of Addition or Change of Use space. Provide applicable lighting controls per C405.2 and commissioning of lighting controls per C405.13. 1. REFER TO FROJECT NOTES FOR CONSTRUCTION REQUIREMENTS. 2. ELECTRICAL SUB -CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE WORKING CONDITION OF ALL EXISTING OUTLETS NOTED TO FEMAIN. 3. ALL OUTLETS SHOWN ARE APPROXIMATE. DUE TO HIDDEN CONDITIONS ADDITIONAL P/P/D MAY EXIST BUT NOT BE REFLECTED ON THE PLANS. 4. FURNITURE SHOWN FOR INTENT ONLY, FINAL LOCATION OF FURNITURE AND OUTLETS TO BE COORDINATED WITH TENANTS FURNITURE VENDOR. VERIFY ELECTRICAL AND VOICE/DATA REQUIREMENTS WITH TENANT. 5. UNLESS DIRECTED OTHERWISE, ALL VOICE/DATA CABLING AND EQUIPMENT ASSOCIATED WITH VOICE/DATA SERVICE INCLUDING WORK FROM BUILDING/FLOOR D -MARK TO SERVER ROOM SHALL BE FURNISHED AND INSTALLED BY TENANT. 6. FURNITURE VENDOR TO VERIFY ALL POWER AND DATA LOCATIONS AND HOW THEY INTERFACE WITH FURNITURE. VENDOR TO VERIFY ALL CRITICAL DIMENSIONS. G.C. TO COORDINATE VENDOR'S FIELD VERIFICATION OF ALL FURNITURE DIMENSIONS.c 7. G.C. IS RESPONSIBLE FOR PROVIDING CABUNG AT ALTERED WORK. WORK STATIONS SHOULD MATCH EXISTING CONDITIONS. ALL WORK SHALL BE PERFORMED PER GSA SPECICIATION. ALL NEW CABLE SHALL BE CAT 6 CABLE. 8. G.C. TO PROVIDE COMPLETE CONNECTIONS OF VIDEO/DATA CABLING. CONNECTIONS ARE MADE TO THE FOURTH FLOOR SOUTH OF IDA ROOM. VERIFY REQUIRMENTS WITH TENANT. Alterations, Renovations and Repairs (0101.4.3.1) o 60% or more of luminaries in space replaced Provide Building Mea Method (LTG -INT -BLD) or Space -By -Space Method (LTG -INT -SPACE) Compliance Forn. Document maximum allowed wattage within the lighting retrofit space in Maximum Allowed Wattage table and proposed (including existing) lighting wattage in Proposed Wattage table. Retrofit and non -retrofit spaces shall be documented separately using multiple forms. ® Less than 60X of luminaries in space replaced Provide separate Space -By -Space Method (LTG -INT -SPACE) Compliance Form for this retrofit area. Document existing total wattage within the lighting retrofit space in cell provided in the Maximum Mowed Wattage table. Document proposed (including existing) lighting wattage in proposed Wattage table. 111E TROT RICTY CAMERA DATA/POWER CABLE, AND THE DATA CABLE (USB) FOR CONNECTING THE ICE COMPUTER TO THE SMART BOARD INTERACTIVE DISPLAY. ALL THESE CABLES NEED TO BE OF SUFFICIENT LENGTH TO BE ROUTED THROUGH THE J -BOX AND 2" CONDUIT TO THE HIGHER LEVEL TELEVISION AND VTC CAMERA LOCATION. AN ADDITIONAL CONDUIT WITH J -BOX MIGHT ALSO BE NEEDED FOR RUNNING 11 IC MICR01 I ❑ lamp and/or ballast replacement within existing luminaries only -existing total interior building wattage not increased ❑ New wiring installed to serve added fixtures and/or fixtures relocated to new circuit Provide applicable manual lighting controls (C405.2.1), occupancy sensors (C405.2.2.2), daylight zone controls (C405.2.2.3), specific application controls (0405.2.3), and commissioning of lighting controls per 0405.13 IONC CADLES FROM TI IC VTC •' ° ' ' = = ' ND TWO QUAD POWER OUTLETS BE AVAILABLE FOR SUPPLYING POWER TO THE ELECTRONIC EQUIPMENT AND VTS UPS. 23. CONTRACTOR IS RESPONSIBLE FOR PROVIDING CABLING OF THE PROPER LENGTHS TO PROVIDE ALL CONNECTIONS, INCLUDING AN ESTIMATED 15'-0" FOR THE VTC CONNECTION. ❑ New or moved lighting panel Provide ppllC405. lighting controls as noted for New Wiring, automatic time switch controls (C405.2.2.1), and commissioning of righting 3 ❑ Space is reconfigured -luminaries unchanged or moved only Provide applicable lighting controls as noted for New Wiring and commissioning of lighting controls per C405.13 13 No changes are being made to the interior lighting and space use not changed. Tenant: SEA -CAP PHASE II 12500 TUKWILA INTERNATIONAL BLVD. SUITE, 450 TUKWILA, WA 98168 A Tenant Improvement for: SABEY CORPORATION 12201 TUKWILA INT'L BLVD FOURTH FLOOR SEATTLE, WA 98168-5121 burgess design I interiors 0 architecture 1326 Fifth Avenue . Suite 400. Seattle Washington 96101 T: (206) 5573120 F: (206) 591.7122 All reproduction & intellectual property rights reserved c 2016 Professional seal No. Issue Description Date REVIEW SET 01.29.16 PERMIT SET 02.10.15 City Electronic Stamp Location RECEIVED CITY OF TUKWILA FEB 17 2016 PERMIT CENTER Drawn by: mk REVIEWED FOR CODE COMPLIANCE APPROVED MAR 0 4 2016 City of Tukwila Project No: 1 6-SB02-00 REFLECTED CEILING/ POWER & DATA PLANS Original drawing is 24" x 36". Scale entities accordingly if reduced A.2B.1 N DOOR & HARDWARE GENERAL NOTES HARDWARE GROUP 1. SEE HARDWARE SPECIFICATIONS FOR HARDWARE, TYPES AND INSTALLATION. 2. DOOR WIDTH & HEIGHT ARE NOMINAL DIMENSIONS FROM JAMB TO JAMB AND FINISH FLOOR TO BOTTOM OF FRAME ® HEAD. REFER TO SPECIFICATIONS FOR CLEARANCES. 3. DOUBLE DOOR NOMINAL WIDTH INDICATES 2 DOOR LEAVES OF EQUAL WIDTH, U.O.N. 4. DOOR CONSTRUCTION SHALL PROVIDE ATTACHMENT OF ALL HARDWARE WITHOUT THROUGH - BOLTS. 5. DOOR / HARDWARE SHALL COMPLY WITH ALL APPLICABLE IBC & ACCESSIBIUTY REQUIREMENTS. HARDWARE GROUP HARDWARE REMARKS GROUP 1 SINGLE, OFFICE LOCKSET NON -RATED 1 OFFICE FUNCTION LOCKSET 3 HINGES 1 WALL -MOUNTED DOOR STOP GROUP 2 SINGLE, PASSAGE LATCHSET NON -RATED 1 PASSAGE LATCHSET 3 HINGES 1 WALL -MOUNTED DOOR STOP DOOR SCHEDULE DOOR NUMBER DOOR NOMINAL WIDTH NOMINAL HEIGHT HARDWARE GROUP Q CC LaJF- Q w cD W a✓ L.1-1 GROUP 3 SINGLE, LOCKSET WITH ACCESS CONTROL NON -RATED 1 STOREFOOM FUNCTION LOCKSET 3 HINGES 1 DOOR CLOSER 1 FLOOR -MOUNTED DOOR STOPS 1 DOOR CLOSER 1 ELECTRIC STRIKE ACCESS CONTROL SYSTEM (BY TENANT) DOOR TYPES 450 3'-0" 7'-O" A 3 HM 456 3'-0" 7'-0" A 1 HM 457 3'-0" 7'-0" A 2 HM A BUILDING STANDARD HOLLOW METAL DOOR FRAME PAINT TO MATCH SUITE STANDARD FLUSH S.C. WOOD DOOR FINISH TO MATCH SUITE STANDARD 1/2" i ( BOTTOM OF STRUCTURE SEALANT ATTACH GWB TO METAL STUDS LONG LEG TOP TRACK POWDER DRIVEN FASTENER 24"oc CEILING AS SCHEDULED 2 1/2" X 20 GA. (33 MILS) METAL STUDS STUDS 24" OC, TO 11'-7" MAX. HEIGHT 1 LAYER OF 5/8" TYPE "X" GYP. BD. EA. SIDE OF METAL STUDS ATTACHED W/ #6 SCREWS ® 12" O.C. MAX. INSULATION UON ON PLANS POWDER DRIVEN FASTENER 24"oc MET RUNNER TRACK SEALANT CONCRETE SLAB NON -RATED FLOOR TO DECK PARTITION 0„ 4„ $„ 12" 3" = 1'-0" ll; NEW ADD-ON FRAMING AND GWB FOR ACCOUSTIC & SECURITY. EXISTING BRACING TO REMAIN AS -IS. REFER TO J/A.9.1 FOR SIMILIAR PARTITION CONSTRUCTION. ACOUSTIC CAULKING EXISTING CEILING GRID EXISTING PARTITION VERIFY OR PROVIDE INSULATION UON ON PLANS NON -RATED FLOOR TO CEILING PARTITION 0" 4" 8" 12" 3" = 1'-0" 12 GA. BR4CING WIRE A SEISMIC COMPRESSION STRUT 12'-0" O.C. MAX. IN EACH DIRECTION AS NEEDED. 12 GA. VERTICAL HANGER WIRE AT 4'-0" EACH WAY WITH MINIMUM 3 TIGHT TURNS IN 1 1/2" BOTH ENDS OF WIRE A CROSS RUNNER MAIN RUNNER DISTANCE FROM BRACING WIRES TO CROSS RUNNERS PROVIDE ACT SUSPENSION GRID TO COMPLY WITH IBC SEC -1613 MINIMUM STANDARD: SECTION ASCE 7-10 13.5.6. SEE NOTES ON M/A.9.1. C USE OF 2" SEISMIC BERC CUP AT MOULDING APPROVED BY CITY. IF NEEDED ACT SEISMIC BRACING DIAGRAM BOTTOM OF STRUCTURE FIRE RATED SEALANT ALL PENETRATIONS TO HAVE FIRE CAULKING OR FIRE DAMPERS AS NECESSARY. NO VERTICAL PENETRATIONS OCCUR IN NEW CONSTRUCTION SLOTTED LONG LEG TOP TRACK SYSTEM, SUCH AS STEELER INC DFT DEFLECTION TRACK O CEILING AS SCHEDULED INSULATION WHERE NOTED WALL TYPE: OO© JOINT COMPOUND BOTTOM TRACK, WITH POWER DRIVEN ATTACHMENT. TOP TRACK SIMILAR FIRE RATED SEALANT :.! CONCRETE SLAB f O 0 0 1 HR RATED PARTITION NTS BXUV.U419 FIRE RESISTANCE RATINGS: ANSI/UL 263 CHANNEL SHAPED, FABRICATED FROM MIN 20 GA. (33 MILS) CORROSION -PROTECTED STEEL, MIN. WIDTH TO ACCOMMODATE STUD SIZE, WITH MIN. 1' LONG LEGS, ATTACHED TO FLOOR AND CEIUNG WITH FASTENERS 24" OC. MAX. CHANNEL SHAPED, CORROSION -PROTECTED STEEL, MIN WIDTH 2-1/2" 20GA (33 MILS), MIN 1-1/4" FLANGES AND 1/4" RETURN, SPACED 16" OC. STUDS TO BE CUT 3/8" TO 3/4" LESS THAN ASSEMBLY HEIGHT. MAX HEIGHT 12'-10" MINERAL WOOL BATTS OR GLASSFIBER WITH UL CLASSIFICATION MARKINGFRICTION FITTED BETWEEN STUDS AND RUNNERS. MIN. THICKNESS 1-1/2". GYPSUM PANELS WITH BEVELED, SQUARE OR TAPERED EDGES, APPLIED VERTICALLY OR HORIZONTALLY. VERTICAL JOINTS CENTERED OVER STUDS AND STAGGERED ONE STUD CAVITY ON OPPOSITE SIDES OF STUDS. VERTICAL JOINTS IN ADJACENT LAYERS (MULTILAYER SYSTEMS) STAGGERED ONE STUD CAVITY. HORIZONTAL JOINTS NEED NOT BE BACKED BY STEEL FRAMING. HORIZONTAL EDGE JOINTS AND HORIZONTAL BUTT JOINTS ON OPPOSITE SIDES OD STUDS NEED NOT BE STAGGERED. HORIZONTAL EDGE JOINTS AND HORIZONTAL BUTT JOINTS IN ADJACENT (MULTI -LAYERED SYSTEMS) STAGGERED A MIN OF 12". PROVIDE ONE LAYER TYPE'X' 5/8" THICK PER SIDE. TYPE S OR S-12 #6 STEEL SCREWS USED TO ATTACH PANELS TO STUDS (ITEM 2) OR FURRING CHANNELS (ITEM 6). SINGLE LAYER SYSTEMS: 1" LONG FOR 1/2" AND 5/8" PANELS OR 1-1/4" LONG FOR 3/4" THICK PANELS, SPACED 8" OC. WHEN PANELS ARE APPLIED HORIZONTALLY, OR 8" OC. ALONG VERTICAL AND BOTTOM EDGES AND 12" OC. IN THE FIELD WHEN PANELS ARE APPLIED VERTICALLY. VINYL OR CASEIN, DRY OR PREMIXED JOINT COMPOUND APPLIED IN TWO COATS TO JOINTS AND SCREW HEADS OF OUTER LAYERS. PAPER TAPE, NOM 2' WIDE, EMBEDDED IN FIRST LAYER OF COMPOUND OVER ALL JOINTS OF OUTER LAYER PANELS. PAPER TAPE AND JOINT COMPOUND MAY BE OMITTED WHEN GYPSUM PANELS ARE SUPPLIED WITH A SQUARE EDGE. WHEN USED IN AN EXISTING ASSEMBLY CONTRACTOR MAY MODIFY DETAIL TO EXISTING CONDITIONS AS LONG AS THE RATING IS MAINTAINED. VERIFY ALL REQUIREMENTS WITH BUILDING MANAGEMENT GENERAL REQUIREMENTS REFERENCED SOURCES PER HIERARCHY: IBC (INTERNATIONAL BUILDING CODE), AMERICAN SOCIETY OF TESTING MATERIALS (ASTM C 635, C636, E580, M580), AMERICAN SOCIETY OF CML ENGINEERS (ASCE 7-10) AND CEIUNGS AND INTERIOR SYSTEMS CONSTRUCTION ASSOCIATION (CISCA). PARTITIONS THAT ARE TIED TO THE CEILING AND ALL PARTITIONS GREATER THAN 6' IN HEIGHT SHALL BE LATERALLY BRACED TO STRUCTURE. BRACING SHALL BE INDEPENDENT OF CEILING SPLAY BRACING SYSTEM. PER ASCE 7-10. ALL MAIN BEAMS TO BE HEAVY DUTY, PER ASTM E580. CEILING LESS THAN OR EQUAL TO 144 SQ FT AND SURROUNDED BY WALLS CONNECTED TO THE STRUCTURE ABOVE ARE EXEMPT FROM SEISMIC REQUIREMENTS PER ASTM E580. THESE REQUIREMENTS ARE INTENDED FOR SUSPENDED CEILINGS AND RELATED COMPONENTS IN AREAS THAT REQUIRE RESISTANCE TO THE EFFECTS OF EARTHQUAKE MOTIONS, PER ASTM E580. ALL WIRE TIES ARE TO BE THREE TIGHT TURNS AROUND ITSELF WITHIN THREE INCHES. TWELVE GAUGE HANGER WIRE SPACED 4' O.C., PER ASTM C636 ITEM 2.3.4. CHANGES IN CEILING PLANES WILL REQUIRE POSITIVE BRACING. PER ASTM E580. LATERAL FORCE BRACING CEILING CONSTRUCTED OF SCREW OR NAIL ATTACHED GWB ON ONE LEVEL THAT ARE SURROUNDED BY AND CONNECTED TO WALLS OR SOFFITS THAT ARE LATERALLY BRACED TO THE STRUCTURE ABOVE ARE EXEMPT FROM SEISMIC REQUIREMENTS PER ASCE 7-10. CEILING AREAS OF 1000 SQ FT OR LESS SHALL BE EXEMPT FROM LATERAL FORCE REQUIREMENTS PER ASTME580. LATERAL FORCE BRACING IS THE USE OF VERTICAL STRUTS (COMPRESSION POSTS) AND SPLAY WIRES. LATERAL FORCE BRACING SHALL BE 12' O.C. MAX. AND BEGIN NO FARTHER THAN 6' FROM WALLS. ASTM E580. SEISMIC SPLAY WIRES SHALL BE ATTACHED TO THE GRID AND TO THE STRUCTURE IN SUCH A MANNER THAT THEY CAN SUPPORT A DESIGN LOAD OF NOT LESS THAN 200 POUNDS OR THE ACTUAL DESIGN LOAD WITH A SAFETY FACTOR OF 2 WHICHEVER IS GREATER PER CISCA ZONES 3-4. POWDER ACTUATED FASTENERS (PAF'S) WHEN USED FOR SEISMIC APPLICATIONS AS PART OF THE PRESCRIPTIVE PATH IN SEISMIC DESIGN CATEGORIES D, E, F SHALL HAVE AN ICC -ED APPROVAL FOR SEISMIC APPLICATIONS AND SHALL REQUIRE SPECIAL INSPECTION IRRESPECTIVE OF THE TYPE OF OCCUPANCY CATEGORY THE STRUCTURE IS IN. PAF ANCHORS FOR KICKER WIRES ARE EXEMPT FROM THIS REQUIREMENT. SPLAY WIRES SHALL BE FOUR 12 GAUGE ATTACHED TO THE MAIN BEAM. WIRES ARE ARRAYED 90' FROM EACH OTHER AND AT AN ANGLE NOT TO EXCEED 45' FROM THE PLANE OF THE CEILING. PER ASTM E 580. SPLAY WIRES ARE TO BE WITHIN 2" OF THE CONNECTION OF THE VERTICAL STRUT TO SUSPENDED CEIUNG. RIGID BRACING MAY BE USED IN LIEU OF SPLAY WIRES. PER ASTM E580. CEILING WITH PLENUMS LESS THAN 12" TO STRUCTURE ARE NOT REQUIRED TO HAVE LATERAL FORCE BRACING. VERTICAL STRUTS MAY BE EMT CONDUIT, METAL STUDS OR PROPRIETARY COMPRESSION POST. VERTICAL STRUTS MUST BE POSITIVELY ATTACHED TO SUSPENSION SYSTEMS AND THE STRUCTURE ABOVE. PER ASTM E580. WALL MOLDINGS WALL MOLDINGS (PERIMETER CLOSURE ANGLES) ARE REQUIRED TO HAVE A HORIZONTAL FLANGE 2" WIDE. ONE END OF THE CEILING GRID SHALL BE ATTACHED TO THE WALL MOLDING, THE OTHER END SHALL HAVE A 3/4" CLEARANCE FORM THE WALL AND BE FREE TO SLIDE. PER ASTM E580. WHERE SUBSTANTIATING DOCUMENTATION HAS BEEN PROVIDED TO THE LOCAL JURISDICTION, PERIMETER CUPS MAY BE USED TO SATISFY THE REQUIREMENTS FOR THE 2" CLOSURE ANGLE. THE GRID SHALL BE ATTACHED AT TWO ADJACENT WALLS (POP RIVETS OR APPROVED METHOD). SOFHIS EXTENDING TO A POINT AT LEAST LEVEL WITH THE BOTTOM PLANE OF THE GRID AND INDEPENDENTLY SUPPORTED AND LATERALLY BRACED TO THE STRUCTURE ABOVE TARE DEEMED TO BE EQUIVALENT TO WALLS. PER ASTM E580. SPREADER BARS TERMINAL ENDS OF MAIN RUNNERS AND CROSS MEMBERS SHALL BE TIED TOGETHER OR HAVE SOME OTHER APPROVED MEANS TO PREVENT THEIR SPREADING. STABILIZER BARS, CROSS TEES OR OTHER MEANS TO PREVENT SPREADING SHALL OCCUR WITH 8" OF EACH WALL PER ASTM E580. SPREADER BARS ARE NOT REQUIRED AT PERIMETERS WHERE RUNNERS ARE ATTACHED DIRECTLY TO CLOSURE ANGLES. SPREADER BARS ARE NOT REQUIRED IF A 90' INTERSECTING CROSS MAIN IS WITHIN 8" OF PERIMETER WALL WHERE SUBSTANTIATING DOCUMENTATION HAS BEEN PROVIDED TO THE LOCAL JURISDICTION, PERIMETER CUPS MAY BE USED TO SATISFY THE REQUIREMENTS FOR THE SPREADER BARS. HANGER (SUSPENSION) WIRES HANGER AND PERIMETER WIRES MUST BE PLUMB WITHIN 1 IN 6 UNLESS COUNTER SLOPING WIRES ARE PROVIDED. PER ASTM C 636. HANGER WIRES SHALL BE 12 GAUGE AND SPACED 4' 0.C. OR 10 GAUGE SPACE 5' O.C. PER ASTM C 636. ANY CONNECTION DEVICE AT THE SUPPORTING CONSTRUCTION SHALL BE CAPABLE OF CARRYING NOT LESS THAN 100 POUNDS. PER CISCA ZONES 3-4. POWDER DRIVEN FASTENERS ARE AN APPROVED METHOD OF ATTACHMENT FOR HANGER WIRE WITH THE MAINTENANCE OF ALL OTHER REQUIREMENTS. TERMINAL ENDS OF EACH MAIN BEAM AND CROSS TEE MUST BE SUPPORTED WITHIN 8" OF EACH WALL WITH A PERIMETER WIRE. PER ASTM E580. WIRE SHALL NOT ATTACH TO OR BEND AROUND INTERFERING MATERIAL OR EQUIPMENT. A TRAPEZE OR EQUIVALENT DEVICE SHALL BE USED WHERE OBSTRUCTIONS PRECLUDE DIRECT SUSPENSION. TRAPEZE SUSPENSIONS SHALL BE SIZED TO RESIST THE DEAD LOAD AND LATERAL FORCES APPROPRIATE FOR THE SEISMIC CATEGORY. PER ASTM E580. ELECTRICAL FIXTURES LIGHT FIXTURES WEIGHING LESS THAN 10 POUNDS SHALL HAVE ONE 12 GAUGE HANGER WIRE CONNECTED FROM THE FIXTURE TO THE STRUCTURE ABOVE. THIS WIRE MAY BE SLACK. PER ASTM E580. LIGHT FIXTURES WEIGHING MORE THAN 10 POUNDS AND LESS THAN 56 POUNDS SHALL HAVE TWO 12 GAUGE WIRES ATTACHED AT OPPOSING CORNERS OF THE LIGHT FIXTURE TO THE STRUCTURE ABOVE. THESE WIRES MAY BE SLACK. PER ASTM E580. LIGHT FIXTURES WEIGHING MORE THAN 56 POUNDS SHALL BE SUPPORTED DIRECTLY FROM STRUCTURE ABOVE BY APPROVED HANGERS PER ASTM E580. PENDANT MOUNTED FIXTURES SHALL BE DIRECTLY SUPPORTED FROM THE STRUCTURE ABOVE USING 9 GAUGE WIRE OR AN APPROVED ALTERNATE SUPPORT WITHOUT USING THE CEIUNG SUSPENSION SYSTEM FOR DIRECT SUPPORT. PER ASTM E580 TANDEM FIXTURES MAY UTIUZE COMMON WIRES. MECHANICAL SERVICES TERMINALS OR SERVICES WEIGHING LESS THAN 20 POUNDS SHALL BE POSITIVELY ATTACHED TO THE CEILING SUSPENSION MAIN RUNNERS OR TO CROSS RUNNERS THAT HAVE NE SAME CARRYING CAPACRY AS THE MAIN RUNNERS. PER ASTM E580 5.4.1. TERMINALS OR SERVICES WEIGHING 20 POUNDS BUT NOT MORE THAN 56 POUNDS MUST HAVE, IN ADDITION TO 5.4.1, TWO 12 GAUGE WIRES CONNECTING THEM TO THE CEILING SYSTEM HANGERS OR NE STRUCTURE ABOVE. THESE WIRES MAY BE SLACK. PER ASTM E580. TERMINALS OR SERVICES WEIGHING MORE THAN 56 POUNDS MUST BE SUPPORTED DIRECTLY FORM THE STRUCTURE ABOVE BY APPROVED HANGERS. PER ASCE 7-10. SEISMIC SEPARATION JOINTS FOR CEILING AREAS EXCEEDING 2500 S.F., A SEISMIC SEPARATION JOINT OR FULL HEIGHT WALL PARTITION THAT BREAKS THE CEILING SHALL BE PROVIDED UNLESS ANALYSES ARE PERFORM OF THE CEILING BRACING SYSTEM, CLOSURE ANGLES AND PENETRATIONS TO PROVIDE SUFFICIENT CLEARANCE. PER ASCE 7-10. THE AMOUNT OF FREE MOVEMENT (GAP) SHALL BE A MINIMUM OF 3/4" . IN LIEU OF SEISMIC SEPARATION JOINTS THE CEILING MAY BE DIVIDED INTO AREAS OF LESS THAN BY THE USE OF PARTITIONS OR SOFFITS AS FOLLOWS: PARTITIONS SHALL EXTEND A MINIMUM OF 6" ABOVE THE LEVEL OF THE PLANE OF THE GIRD AND SHALL BE UNDEPENDABLY BRACED TO THE STRUCTURE ABOVE. SOFFITS SHALL EXTEND TO A POINT AT LEAST LEVEL WITH THE BOTTOM PLAN OF THE GIRD AND SHALL BE INDEPENDENTLY SUPPORTED AND LATERALLY BRACED TO THE STRUCTURE ABOVE. ASTM E580. SPECIAL INSPECTIONS SPECIAL INSPECTIONS SHALL BE SUBJECT TO SPECIAL INSPECTION REQUIREMENTS. SPRINKLERS FOR CEILINGS WITHOUT RIGID BRACING, SPRINKLER HEAD PENETRATIONS SHALL HAVE A 2" OVERSIZE RING, SLEEVE OR ADAPTER THROUGH THE CEILING TILE TO ALLOW FREE MOVEMENT OF AT LEAST 1" IN ALL HORIZONTAL DIRECTIONS. FLEXIBLE HEAD DESIGN THAT CAN ACCOMMODATE 1" FREE MOVEMENT SHALL BE PERMITTED AS AN ALTERNATE. PER ASTM E580. ACT NOTES NTS Tenant: SEA -CAP PHASE II 12500 TUKWILA INTERNATIONAL BLVD. SUITE, 450 TUKWILA, WA 98168 A Tenant Improvement for: SABEY CORPORATION 12201 TUKWILA INT'L BLVD FOURTH FLOOR SEATTLE, WA 98168-5121 burgess design interiors 0 architecture 1326 Fifth Avenue . Suite 400. Seat le Washington 96101 T: (206) 587.7120 F: (205) 587.7122 All reproduction & intellectual property rights reserved c 2016 Professional seal No. Issue Description Date REVIEW SET 01.29.16 PERMIT SET 02.10.15 City Electronic Stamp RECEIVED CITY OF TUKWILA FEB 17 2016 PERMIT CENTER Location REVIEWED FOR CODE COMPLIANCE APPROVED MAR 042016 City of Tukwila Drawn by: mk Project No: 16-SB02-00 eet-m-orrtmtryrtprr DOOR SCHEDULE / DETAILS Original drawing is 24" x 36". Scale entities accordingly if reduced A.9.1 ;Alt Mql (A) MOUNTING HEIGHT lol NEW DOOR AND FRAME LIGHT SWITCH EXTRON TLP 700M V A/V TOUCH PANEL CONFERENCE RM. ELEVATION -NORTH 3/8" = 1'— 0" EQ. EQ. LINE OF END OF WALL —REFER TO FLR. PLANS LINE OF CEILING AS SPECIFIED N 2'-1" L l>,/ 6" MAX. i PLASTIC LAMINATE DOORS MELAMINE CABINET INTERIOR. 3/4" ADJ. SHELVES W/ MELAMINE FINISH. PROVIDE 1" SHELVES IF OVER 36" IN WIDTH. PROVIDE 4" BACKSPLASH AS INDICATED ON ELEV. SCRIBE TO WALL CONTERTOP W/PLASTIC LAMINATE PER FINISH SCHEDULE PROVIDE SOLID PANEL PROVIDE SINK WHERE INDICATED — REFER TO PLUMBING DWGS PROVIDE ADA COMPLIANT SINK & FAUCET. PROVIDE CLEARANCES. PLUMBING BOOT AS REQ'D BASE AS PER SCHEDULE. TURN INSIDE © CABINET OPENING, TYP. FINISH FLOOR LINE. RUN TO REAR OF CABINET OPENING. ADA SINK SECTION VARIES (SEE ELEV.) LINE OF CABINET (BEYOND) 1_1/2"=1,_0" Cc) VERIFY MOUNTING HEIGHT WITH TENANT 0 Io MOUNTING HEIGHT E II —l7 I I I I 65" LCD MONITOR I (BEHIND) POLYCOM HDX CAMERA SHELF —VERIFY LOCATION WITH TENANT (EXISTING TENANT SUPPLIED CAMERA) POWER & DATA 1 DUPLEX OUTLET 1 FOR V/D 1 J—BOX COVERPLATE WITH COWLING OPENIN FOR A/V WIRING POWER & DATA 1 QUAD OUTLET 1 FOR V/D 1 J—BOX COVERPLATE WITH COWLING OPENING FOR A/V WIRING + EXTRA V/D SET UP FOR FUTURE —SEE M/A.9.2 VTC AUDIO/VIDEO CABLES AND CAMERA CABLE SHALL BE MINIMUM .15 FEET LONG AND PROVIDE BY THE CONTRACTOR. PROVIDE 2" CONDUIT FROM WALL J—BOX TO BEHIND LCD SCREEN PROVIDE COWLED COVERPLATE —SEE TENANTS PHOTO'S CONFERENCE RM. ELEVATION -WEST 3/8" = 1,_ 0" usa CONFERENCE RM. ELEVATION -SOUTH NOTE: COORDINATE ANCHOR BRACKET LOCATIONS W/ CASEWORK & EQUIPMENT WHERE SCHEDULED, AND MANUF. MOUNTING INSTRUCTIONS 3 STUDS MIN. STANDARD BLOCKING DETAIL 3/8" = 1'— 0" BOTTOM OF FINISHED CEILING ANCHOR BRACKET: 6"X16ga UNPUNCHED STUD TRACK, ATTACH TO 3 STUDS MIN. FINISHED FLOOR NTS NOT USED NTS c EQ. EQ. EQ. EQ. P—LAM COUNTERTOP & BACKSPLASH ADA COMPLIANT SINK & FAUCET 2'-2" CLR. FOR REF. (UNDERCOUNTER) 61.611 U EQ. EQ. N i N OPFN= 3' CLR. CASEWORK ELEVATION 0 CV 3/8"=1'-0" CONFERENCE RM. ELEVATION -EAST DATA "A" Zr VOICE/DATA DEVICE AT VTC 3/8" = 1'— 0" DATA "B" PHONE "C" BLANK MODULE NTS Tenant: SEA -CAP PHASE II 12500 TUKWILA INTERNATIONAL BLVD. SUITE, 450 TUKWILA, WA 98168 A Tenant Improvement for: SABEY CORPORATION 12201 TUKWILA INT'L BLVD FOURTH FLOOR SEATTLE, WA 98168-5121 r burgess design linteriors architecture 1326 Flfth Avenue . Suite 400 , Seattle Washington 98101 T: (206) 5873120 F: (205) 587.7122 All reproduction Sc intellectual property rights reserved c 2016 Professional seal No. Issue Description Date REVIEW SET 01.29.16 PERMIT SET 02.10.15 City Electronic Stamp RECEIVED CITY OF TUKWILA FEB 17 2016 PERMIT CENTER LocatLQn.. REVIEWED FOR CODE COMPLIANCE APPROVED MAR 0 4 2016 City of Tukwila BUILDING DIVISION Drawn by: mk Project Manager: LH/RM Project No: 1 6—SB02-00 DETAILS Original drawing is 24" x 36". Scale entities accordingly if reduced A.9.2 /\ / \ \ \ /\ / 'u \ / /\ / /\\ \'V,/ \ /\ / n \ / / P—LAM COUNTERTOP & BACKSPLASH ADA COMPLIANT SINK & FAUCET 2'-2" CLR. FOR REF. (UNDERCOUNTER) 61.611 U EQ. EQ. N i N OPFN= 3' CLR. CASEWORK ELEVATION 0 CV 3/8"=1'-0" CONFERENCE RM. ELEVATION -EAST DATA "A" Zr VOICE/DATA DEVICE AT VTC 3/8" = 1'— 0" DATA "B" PHONE "C" BLANK MODULE NTS Tenant: SEA -CAP PHASE II 12500 TUKWILA INTERNATIONAL BLVD. SUITE, 450 TUKWILA, WA 98168 A Tenant Improvement for: SABEY CORPORATION 12201 TUKWILA INT'L BLVD FOURTH FLOOR SEATTLE, WA 98168-5121 r burgess design linteriors architecture 1326 Flfth Avenue . Suite 400 , Seattle Washington 98101 T: (206) 5873120 F: (205) 587.7122 All reproduction Sc intellectual property rights reserved c 2016 Professional seal No. Issue Description Date REVIEW SET 01.29.16 PERMIT SET 02.10.15 City Electronic Stamp RECEIVED CITY OF TUKWILA FEB 17 2016 PERMIT CENTER LocatLQn.. REVIEWED FOR CODE COMPLIANCE APPROVED MAR 0 4 2016 City of Tukwila BUILDING DIVISION Drawn by: mk Project Manager: LH/RM Project No: 1 6—SB02-00 DETAILS Original drawing is 24" x 36". Scale entities accordingly if reduced A.9.2