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HomeMy WebLinkAboutPermit D15-0240 - THE PACIFIC INSTITUTE - SUITES 315 AND 320THE PACIFIC INSTITUTE 12101 TUKWII-A INTERNATIONAL BLVD 161 9SIMC DCity of Tukwila Department of Community Development Phone: 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT Parcel No: 0923049309 Permit Number: D15-0240 Address: 12101 TUKWILA INTERNATIONAL Issue Date: 10/7/2015 BLVD BLDG C Permit Expires On: 4/4/2016 Project Name: THE PACIFIC INSTITUTE Owner: Name: INTERNATIONAL GATEWAY WEST Address: 12201 TUKWILA INTERNATIONAL BL, SEATTLE, WA, 98168 Contact Person: Name: BRANDON HARRIS Phone: (206) 277-5266 Address: 12201 TUKWILA INTERNATIONAL BLVD 4TH FLOOR, TUKWILA, WA, 98168 Contractor: Name: SABEY CONSTRUCTION INC Phone: (206) 281-4200 Address: 12201 TUKWILA INTL BLVD 4 FLR, TUKWILA, WA, 98168-5121 License No: SABEYC1033KM Expiration Date: 1/12/2017 Lender: Name: SABEY CORPORATION Address: 12201 TUKWILA INTERNATIONAL BLVD, TUKWILA, WA, 98168 DESCRIPTION OF WORK: INTERIOR TENANT IMPROVEMENT - NEW DEMISING WALL CREATING TWO SUITES (315 & 320) FROM ONE EXISTING SUITE (320) Project Valuation: $42,890.00 Fees Collected: $1,493.36 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: IIA Occupancy per IBC: B Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: 20 Sewer District: VALLEY VIEW SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: 2012 National Electrical Code: 2014 International Residential Code Edition: 2012 WA Cities Electrical Code: 2014 International Mechanical Code Edition: 2012 WAC 296-4613: 2014 Uniform Plumbing Code Edition: 2012 WA State Energy Code: 2012 International Fuel Gas Code: 2012 Public Works Activities: Chan neIization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Volumes: Cut: 0 Fill: 0 Landscape Irrigation: Sanitary Side Sewer: Number: 0 Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: No / �� Permit Center Authorized Signature: �'�/� r w/%� �` Date: l D 1 � J ,► 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: Date: /4--) /T Print Name: jmi Joujs� 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 electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 10: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 14: 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) 11: 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) 12: 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) 13: 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) 15: 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) 16: 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) 17: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 18: 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) 19: 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) 20: 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) 21: 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) 22: 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) 23: 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) 27: 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) 25: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 24: 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). 28: 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. 30: 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. 31: Maintain fire alarm system audible/visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible/visual notification devices. (City Ordinance #2437) 29: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2437) (IFC 901.2) 32: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 33: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 34: 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. 35: 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. POST SUITE # 317 AT ENTRY.) 26: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 36: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 37: 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 0502 LATH & GYPSUM 0406 SUSPENDED CEILING CITY OF TUKWILA Community Development Department • Public Works Department • Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 hM://www.Tukwi]aWA.gov Building Permit No. Project No. Date Application Accepted: Oil Date Application Expires: I�i (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 King Co Assessor's Tax No.- 0923049309 Site Address: 12101 Tukwila Intl Blvd. Suite Number: 315 Floor: 3 Tenant Name: The Pacific Institute New Tenant: m .....Yes ❑ ..No PROPERTY OWNER Name: International Gateway West LLC Address: 12201 Tukwila Int'1 Blvd, 4th Floor City: Tukwila State: WA Zip: 98168 CONTACT PERSON — person receiving all project communication Name: Brandon Harris Address: 12201 Tukwila Intl Blvd, 4th Floor City: Tukwila State: WA Zip: 98168 Phone: (206) 277-5266 Fax: (206) 282-9951 Email: brandonh@sabey.com GENERAL CONTRACTOR INFORMATION Company Name: Sabey Construction Address: 12201 Tukwila Intl Blvd, 4th Floor City: Tukwila State: WA Zip: 98168 Phone: (206) 281-8700 Fax: (206) 282-9951 Contr Reg No.: SABEYC1033KM Exp Date: 12/31 /2015 Tukwila Business License No.: BUS-0102122 ARCHITECT OF RECORD Company Name: Sabey Architecure Architect Name: Kara Anderson Address: 12201 Tukwila Int'1 Blvd, 4th Floor City: Tukwila State: WA Zip: 98168 Phone: (206) 281-8700 Fax: (206) 282-9951 Email: karaa@sabey.com ENGINEER OF RECORD 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 y 60 r-pb aA--no Q Address: IZZO I--r11V3-,1LA7 j.tJT'L SjL Vb IEW: Fu VA- t to State: \_f,t Zip: H:Wpplications\Fo ms-Applications On Line\2011 ApplicationsWennt Application Revised - 8-9-1I.docx Revised: August 2011 bh Paget of 4 BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ 42,890 Existing Building Valuation: $ Describe the scope of work (please provide detailed information): Interior Tenant Improvement - New demising wall creating two suites (315 & 320) from one existing suite (320). Will there be new rack storage? ❑..... Yes m.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC I' Floor 18,517 II B 2 nd Floor 18,047 II B 3rd Floor 17,577 5,339 11 B Floors 4 thru 4 17,127 11 B Basement (2 LEVELS Of- \?AVK1u6C'\V--A ) 28,168 1 S-2 Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? El ....... Yes V1....... No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Vi ....... Sprinklers Z ....... Automatic Fire Alarm ❑ .......None ❑ .......Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ ....... Yes Pfl .......No If `yes', attach list ofmaterials and storage locations on a separate 8-112"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:Wpplications\Forms-Applications On Line\2011 Application0ermit Application Revised - 8.9.1 I.docx Revised: August 2011 Page 2 of 4 bh 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 ❑ .. Highline ❑ .. Renton ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ... Valley View ❑ .. Renton El.. Seattle ❑ ...Sewer Use Certificate ❑...Sewer Availability Provided Septic System: ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Aoplication (mark boxes which ap ❑ ...Civil Plans (Maximum Paper Size — 22" x 34" ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑... Traffic Impact Analysis ❑ ...Bond ❑ .. Insurance El.. Easement(s) ❑ .. Maintenance Agreement(s) ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) Proposed Activities (mark boxes that apnlv): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ .. Right-of-way Use — Potential Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way ❑ Non Right-of-way ❑ ❑ ...Total Cut cubic yards ❑ ...Total Fill cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection _ Irrigation Domestic Water ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size.. WO # ❑ ...Water Only Meter Size............ WO # ❑ ...Deduct Water Meter Size ❑ ...Sewer Main Extension.............Public ❑ Private ❑ ❑ ...Water Main Extension.............Public ❑ Private ❑ FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ... Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Day Telephone: Mailing Address: City State Zip H:IApplications\Fomis-Applications On Line12011 ApplicationsTermit Application Revised - 8-9-1 I.do" Revised: August 2011 Page 3 of 4 bh PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may 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. Date: 09/15/2015 Print Name: Brandon Harris Day Telephone: (206) 277-5266 Mailing Address: 12201 Tukwila Int'1 Blvd, 4th Floor Tukwila WA 98168 City State Zip H:\Applications\Foms-Applications On Line\2011 ApplicationsTemiit Application Revised - 8.9.11.docx Revised: August 2011 bh Page 4 of 4 DESCRIPTIONS ACCOUNT QUANTITY PermitTRAK PAID $924.09 D15-0240 Address: 12101 TUKWILA INTERNATIONAL BLVD BLDG C Apn: 0923049309 $924.09 DEVELOPMENT $880.30 PERMIT FEE R000.322.100.00.00 0.00 $875.80 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $43.79 TECHNOLOGY FEE R000.322.900.04.00 0.00 TOTAL FEES .A $43.79 0. Date Paid: Wednesday, October 07, 2015 Paid By: SABEY CONSTRUCTION INC Pay Method: CREDIT CARD 622819 Printed: Wednesday, October 07, 2015 8:33 AM 1 of 1 Clfw SY57EM5 Date Paid: Thursday, September 17, 2015 Paid By: JOSH JOHNSON Pay Method: CREDIT CARD 671460 Printed: Thursday, September 17, 2015 9:28 AM 1 of 1 •- RWSY57EM5 INS.PECTION RECORD. I Retain a copy with permit INSPECTION NO. PERMiT NO. CITY OFTUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Projec '541pp— Type of ln�.Wct I V JJ1411146 Address: T" — Da2alled. Special Instructions: Date Wanted, a. m. Requester: X-/,o 7, (P�-- " Phone 1 -1 / 5� �Approved per applicable codes. El Corrections required prior to approval. El 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 INSP ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Type of Insp ction: , Address: ! lj4w, VXAIMC �r � / Special Instructi ns: 10A� Date Wanted: a. p.m. Requester: Phone No: Approved per applicable codes. EJ Corrections required prior to approval. u paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit Dr� ®2't0 SPECTION N0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350ft—q ` GZ Prpp'�ect: Type of Inspection: Address: r Date Cal . Special Instructions: �� �jItf/ Date anted: a.m. O —1 V 0 p.m. Requester: r lPhone� Cql ( yl/l�t.re� 6— t' IInspector: C_C/ IDate: 10— y `/5— I REINSP�CTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD T> — 02-1-( Z' Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project � Type of Inspection: Address: Contact Person: Suite #: Special Instructions: Phone No.: ,approved per applicable codes. Corrections required prior to approval. COMMENTS: A/ Ae.7m S Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspecto Date: Hrs.: �� d $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Isming Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION RECORD /S-- S - / 7 3 Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: (� � / � � { NJ t Type ��pection: Address: ___ Suite #: 1Z/ (� % / / 3 Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: O Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector:,�� Date: Hrs.: / C) ❑ $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. tsining Aaaress Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 r PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0240 DATE: 09/17/15 PROJECT NAME: THE PACIFIC INSTITUTE Sv ric 3 7 SITE ADDRESS: 12101 TUKWILA INTERNATIONAL BLVD X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: ft -44 G -1 < ANC q-30- (j C pL- nl�A Building Division Fire Prevention Planning Division Public Worlfs Structural ❑ Permit Coordinator PRELIMINARY REVIEW: DATE: 09/22/15 Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: Structural Review Required ❑ DATE: APPROVALS OR CORRECTIONS: DUE DATE: 10/20/15 Approved ❑ Approved with Conditions Corrections Required ❑ (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: Denied ❑ (ie: Zoning Issues) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 SABEY CONSTRUCTION INC Page 1 of 2 Home Inicio e^.n ..Espanol Contact Safety Washington State Department of Labor & Industries 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 Search L&I _—� i A-'1. Index Help My Secure L&I Claims & Insurance Workplace Rights Trades & Licensing 12201 TUKWILA INT'L BLVD 4TH FLOOR SEATTLE, WA 98168-5121 206-281-4200 KING County WA UBI No. Business type 601 532 164 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 Active. Meets current requirements. License specialties GENERAL License no. SABEYC1033KM Effective — expiration 05/14/1997— 01/12/2017 Bond ..._............ HARTFORD FIRE INSURANCE CO $12,000.00 Bond account no. 52BSBC03983 Received by L&I Effective date 12/20/2004 12/31 /2004 Expiration date Until Canceled Insurance .............................. National Fire Ins of Hartford $1,000,000.00 Policy no. 2094061165 Received by L&I Effective date 10/3012014 11/01/2012 Expiration date https:Hsecure.Ini.wa.gov/verify/Detail.aspx?UBI=601532164&LIC=SABEYCIO33KM&SAW= 10/02/2015 1 2 3 4 5 6 7 8 9 10 F E 41 C B A REFERENCE SYMBOLS ABBREVIATIONS PROJECT DIRECTORY DRAWING INDEX( ADDITIONAL ABBREVIATIONS ARE DEFINED IN LEGENDS THROUGHOU'r THE DRAWING SET. ARCHITECT I DESIGNER: PLUMBING ENGINEER: A-001 COVER SHEET AND PROJECT INFORMATION XX XX XX AC ACC ASPHALTIC CONCRETE ACCESSIBLE ID INCL INSIDE DIAMETER INCLUDE, INCLUDING SABEY ARCHITECTURE TBD - Bidder Design Build by G.C. A-002 NOTES AND SPECIFICATIONS SEPARATE PERMIT A.XXX A.XXX A.XXX ACP ACOUSTICAL CEILING PANEL INFO INFORMATION 12201 INT'L BLVD, FOURTH FLOOR REOUIRED FOR. ACST ACOUSTICAL INSUL INSULATE, INSULATION LE,TUKWILA9 SEATTWA 98168 A-003 SITE PLAN BUILDING SECTION INDICATOR WALL SECTION INDICATOR AD ADDM AREA DRAIN ADDENDUM INT IWD INTERIOR INDIRECT WASTE DRAIN TEL: (206) 281 8700 FAX: (206) 282-9951 MECHANICAL ENGINEER: A-005 LIFE SAFETY PLAN ADJ ADJUSTABLE ATTN:BRANHARRIS TBD - Bidder Design Build by G.C. A-101 THIRD FLOOR DEMOLITION AND CONSTRUCTION PLANS. XX AFF AHU ABOVE FINISHED FLOOR AIR HANDLING UNIT JAN JT JANITOR JOINT EMAIL: brandonh EMAIonh@sabey.com A-102 THIRD FLOOR REFLECTED CEILING PLAN / XX A-XXX ALT ALUM ALTERNATE ALUMINUM KIT KITCHEN BUILDING OWNER: ELECTRICAL ENGINEER: A-601 DOOR SCHEDULE AND DETAILS " I I ANOD ANODIZED INTERNATIONAL GATEWAY WEST LLC TBD - Bidder Design Build by G.C. A-801 PARTITION TYPES AND INTERIOR DETAILS APPROX APPROXIMATE L LONG 12201 TUKWILA INT'L BLVD, FOURTH FLOOR �� APT APARTMENT LAM LAMINATE, LAMINATED SEATTLE, WA 98168 MM ENLARGED DETAIL INDICATOR _ _ i/ SECTION DETAIL INDICATOR ARCH ARCHITECT, ARCHITECTURAL LAU LAUNDRY TEL: (206) 281-8700 AUTO AV AWP AUTOMATIC AUDIO VISUAL ACOUSTICAL WALL PANEL(S) LAV LT LTG LAVATORY LIGHT LIGHTING CONTACT: BRANDON HARRIS FIRE 1 LIFE SAFETY ENGINEER: TBD - Bidder Design Build by G.C. GENERAL CONTRACTOR: XX XX XX A-XXX A XXX XX A-XXX XX BB BULLETIN BOARD MAS MASONRY ` SABEY CONSTRUCTION 12201 TUKWILA INT'L BLVD, FOURTH FLOOR BD _ BOARD MATL .. MATERIAL SEATTLE, WA 98168 XX BLDG BLKG . BUILDING BLOCKING MAX MECH MAXIMUM MECHANICAL TEL: (206) 281-8700 PLUMBING, MECHANICAL, ELECTRICAL, FIRE - REVISIONS EXTERIOR ELEVATION INDICATOR INTERIOR ELEVATION INDICATOR BO BOTTOM OF MED MEDIUM 206 . FAX: ( ) 282-0920 / EMERGENCY SYSTEM PERMITS UNDER No changes shall be made to the scope BOT BOTTOM MEMB MEMBRANE CONTACT. JOSH JOHNSON SEPERATE SUBMITTALS. Ci e•1!,r!t 1'V►�iO:�t prior royal 4f ERG BEARING MEZZ MEZZANINE f j!' R kl Building Division. MATCH LINE — _ BRZ BSMT BRONZE BASEMENT MGT MFL MANAGEMENT MAXIMUM FORESEEABLE LOSS I ~ s � SiC4?3 POW require a new plan submittal SEE XX/A-XXX BUR BUILT UP ROOFING MFR MANUFACTURE, MANUFACTURE c►tj mu ts�c'ude additional l y an 1@Vtow fees.' MH MANHOLE MATCH LINE INDICATOR DRAWING REVISION INDICATOR CAB CABINET MIN MINIMUM, MINUTECB CEM CATCH BASIN CEMENT, CEMENTITIOUS MISC MO MISCELLANEOUS MASONRY OPENING CER CG CERAMIC CORNER GUARD MS MTD MOP SINK MOUNTED BUILDING ADDRESS VICINITY MAP CH COAT HOOK MTL METAL FILE COPY Cl CASTIRON MVBL MOVABLE .� CJ CONTROL JOINT N NORTH CIP CL CAST -IN -PLACE CENTERLINE NIC NOT IN CONTRACT INTERGATE.WEST, BUILDING C SEATTLE i a i I CLG CEILING NO NUMBER III017UMLA INTERNATIONAL BLVD. EXISTING COLUMN GRIDLINE INDICATOR NEW COLUMN GRIDLINE INDICATOR CLO LR CMU CM CLOSET CLEAR CONCRETE MASONRY UNIT NOM NTS NOMINAL NOT TO SCALE TUKWILA, WA 981.68 ELLt'OTT 11f4Y Plan review approval is subj t to errors and omission's. Approval of construction iolrUfitients toms not authorize EL XXXXX EL. XXX-XX CLEAN OUT, CASED OPENING OC ON CENTER OVERHEAD - 5 any adopted code or ordinance.CO ti10 on OVtOI&tlf a I. COL COLUMN _OH COMM COMMUNICATION OD OUTSIDE DIAMETER of approved Field C pp and conditions is ©wI CONC CONCRETE OPNG OPENING DATUM INDICATOR OR WORK POINT SPOT ELEVATION INDICATOR COIN CONSTR CONT CONNECTION, CONNECT CONSTRUCTION CONTINUOUS, CONTINUE OPP ORD OTS OPPOSITE OVERFLOW ROOF DRAIN OPEN TO STRUCTURE ABOVE Boeing p.' By: ` r� Date: tol -, E XXXXX EQUIPMENT INDICATOR COR R CORRIDOR F4sf Field ' i� ROOM NAME XXXX X XXXXX FIXTURE INDICATOR CPT CSWK CARPET CASEWORK PBD PRCST PARTICLEBOARD PRECAST SCOPE OF WORK 9! 4q/ City Of TUkWI$ `r XXXXX F FURNITURE INDICATOR CTR CU CENTER CUBIC PD PLANTER DRAIN �� BUILDING DIVISION PERP PERPENDICULAR G XXXXX GRAPHIC/SIGNAGE INDICATOR D DEEP, DEPTH PLAM PLASTIC LAMINATE ROOMINDICATOR MISCELLANEOUS INDICATORS DBL DOUBLE PLAS PLYWD PLASTER PLYWOOD INTERIOR TENANT IMPROVEMENT - NEW DEMISING WALL CREATING TWO SUITES (315 & 320) FROM ONE EXISTING DEMO DET DEMOLISH, DEMOLITION DETAIL PNL PANEL SUITE (320). 99 DF DRINKING FOUNTAIN PL PROPERTY LINE XX F XXXXXX DIA DIAG DIAMETER DIAGONAL, DIAGRAM PR PRKG PAIR PARKING Ilood PROP PROPERTY 5. Boeing Access (DOOR) OPENING INDICATOR FINISH INDICATOR DIM DIV DIMENSION DIVIDE, DIVISION PT PAINT, POINT, PRESSURE TREATED : ROOF, DAMPPROOFING PTN PARTITION PROJECT PRO,JEC 1 SITE XX XX'-XX" AFF DNPF DR DOWN DOOR, DRESSING ROOM R RADIUS, RISER DS DOWNSPOUT RCP REFLECTED CEILING PLAN Dow 5 DW : DISHWASHER RD ROOF DRAIN ROAD Amish WINDOW INDICATOR CEILING HEIGHT INDICATOR DWG DRAWING REF REF REFER T0, REFERENCE REFRIGERATOR r'c iker R DWR DRAWER REINF REINFORCED, REINFORCING MATERIAL (PER FINISH LEGEND) E EAST READ REQUIRED 599 FINISH (PER FINISH LEGEND) EIFS EXTERIOR INSULATION AND REV REVISED, REVISION XX XX XX MAT F-XXX FINISH SYSTEM RM ROOFING EJ EXPANSION JOINT RROUGH OPENING 509 99 XX'XX" AFF EL ELEC ELEVATION ELECTRIC, ELECTRICAL RT : RIGHT r fl CODE AND BUILDING INFORMATION HEIGHT WALL TYPE INDICATOR CEILING HEIGHT/MATERIAL/FINISH INDICATOR ELEV ENCL ELEVATOR ENCLOSE, ENCLOSURE S SCWD SOUTH, SPANDREL SOLID CORE WOOD EP EQ EQUIP ELECTRIC PANEL EQUAL EQUIPMENT SCHED SD SCHEDULE STORM DRAIN PROJECT NAME: THE PACIFIC INSTITUTE TENANT IMPROVEMENT FE Q MOUNTED TO WALL ESCAL ESCALATOR SECT SECTION 518 X.X WITH BRACKET EXH EXHAUST SG SAFETY GLASS SITE ZONING: COMMERCIAL / LIGHT INDUSTRIAL Sea—Tac ' FEC - IN WALL -MOUNTED _ EXP EXIST EXPANSION, EXPOSED EXISTING SGL SHT SINGLE SHEET KING COUNTY ASSESSOR'S PARCEL NUMBERS:. 0923049309 Int'I Airport 405 P. KEYNOTE CABINET SHTHG SHEATHING SIM SIMILAR FIRE EXTINGUISHERS FA FCIO FIRE ALARM FURNISHED BYNTRACTORI SPEC SPKLR SPECIFICATION SPRINKLER APPLICABLE CODES: (PROPERTY) LEGAL DESCRIPTION (NON -RATED PARTITION) FD INSTALLED BY OWNER FLOOR DRAIN SPKR SQ SPEAKER SQUARE BUILDING CODE: 2012 INTERNATIONAL BUILDING CODE (VIIAC 51-50) l / P► V I_P EXISTING TO REMAIN FDC FIRE DEPARTMENT SS . SERVICE SINK MECHANICAL CODE: 2012 INTERNATIONAL MECHANICAL CODE (WAC51-52) (SHOWN SHADED) r > (1-HOUR RATED PARTITION) CONNECTION SST STAINLESS STEEL PARCEL C ` FDTN FOUNDATION STC SOUND TRANSMISSION CLASS PLUMBING CODE. 2012 UNIFORM PLUMBING CODE (WAC 51-56) / > .::.:o ., •:.>..- (2-HOUR RATED PARTITION) FE FEC FIRE EXTINGUISHER FIRE EXTINGUISHER STD STL STANDARD STEEL ELECTRICAL CODE: 2012 INTERNATIONAL ELECTRICAL CODE WITH WASHINGTON STATE AMENDMENTS COMMENCING ° „ M ENCING AT A POINT ON THE NORTH LINE OF THE SOUTHEAST QUARTER OF SECTION 9, TOWNSHIP 23 NORTH,.RANGE 4 EAST, W.M., THAT IS SOUTH 89 16 35 EAST,. — - - - — • • • — (3-HOUR RATED PARTITION) STOR STORAGE 100.00 FEET FROM THE NORTHWEST CORNER OF THE NORTHEAST QUARTER OF SAID SOUTHEAST QUARTER; EXISTING TO BE DEMOLISHED L FH CABINET FIRE HYDRANT STRUCT STRUCTURAL ENERGY CODE: 2012 WASHINGTON STATE ENERGY CODE (WAC51-11C) THENCE SOUTH 24°13'53" EAST, 567.42 FEET TO THE TRUE POINT OF BEGINNING (SHOWN DASHED) - - • (4-HOUR RATED PARTITION) . FHC FIRE HOSE CABINET SUSP SUSPENDED THENCE NORTH 66°35'01" EAST, 120.47 FEET; SMOKE BARRIER FIG FIGURE T T&G TREAD, TEMPERED TONGUE AND GROOVE FIRE CODE: 2012 INTERNATIONAL FIRE CODE (WAC 51-54A) THENCE NORTH 20°23'23" WEST, 27.58 FEET; . THENCE NORTH 65°32'34" EAST, 165.00 FEET TO A POINT ON THE WESTERLY RIGHT-OF-WAY LINE OF PRIMARY STATE HIGHWAY NO.1 (SR 99) SOUTH 118TH STREET TO SMOKE PARTITION FIN FLEX FINISH, FINISHED . FLEXIBLE TEL TEMP TELEPHONE TEMPERATURE, TEMPORARY FUEL GAS CODE: 2012 INTERNATIONAL FUEL GAS CODE JCT SSH N0. 1-K APPROVED JULY 23,1957; THENCE FOLLOWING SAID WESTERLY RIGHT-OF-WAY LINE SOUTH 24°27'26" EAST, 110.84 FEET; NEW FLU FLUOR FLOOR, FLOORING FLUORESCENT TER TERRAllO ACCESSIBILITY CODES: WASHINGTON STATE ACCESSIBILITY CODE (WAS 51-50) THENCE FOLLOWING SAID WESTERLY RIGHT-OF-WAY LINE NORTH 65"32'34" EAST,10.00 FEET FO FACE OF, FINISHED OPENING THK THICK, THICKNESS THENCE FOLLOWING SAID WESTERLY RIGHT-OF-WAY LINE SOUTH 24°27'26" EAST, 200.00 FEET; TYPE OF WORK PARTITIONS FOIC FURNISHED BY OWNER/ THENCE FOLLOWING SAID WESTERLY RIGHT-OF-WAY LINE NORTH 65°32'W EAST, 20.00 FEET; FP INSTALLED BY CONTRACTOR FIRE PROTECTION, FIREPROOF TO TSTAT TOP OF THERMOSTAT USE GROUP A ND OCCUPANCY: NO CHANGE TO OCCUPANCY GROUP THENCE FOLLOWING SAID WESTERLY RIGHT-OF-WAY LINE SOUTH 24°27'26" EAST, 126.00 FEET; THENCE FOLLOWING SAID WESTERLY RIGHT-OF-WAY LINE, ALONG THE ARC OF A 2,805.60 FOOT RADIUS NON -TANGENT CURVE TO THE RIGHT (THE CENTER OF WHICH RCP SYMBOLS FIR FRMG FRAME, FIRE RATED FRAMING TV V TYP TELEVISIONOCCUPANCY: TYPICAL B (OFFICE) BEARS SOUTH 65°32'W WEST), THROUGH A CENTRAL ANGLE OF 0°12'18", A DISTANCE OF 10.03 THENCE SOUTH 65°30'25" WEST,199.33 FEET; FEET; S-2 (PARKING STRUCTURE) FRT FIRE RETARDANT TREATED THENCE SOUTH 22°47'01" WEST, 21.44 FEET; FT FTG FUT. FOOT, FEET FOOTING FUTURE U/C UGND UNFIN UNDER COUNTER UNDERGROUND UNFINISHED EXISTING TYPE OF CONSTRUCTION: TYPE II - SPRINKLERED IN LIEU OF 1 HR CONSTRUCTION (OFFICE BUILDING) THENCE SOUTH 63°32'48" WEST, 62.13 FEET; THENCE SOUTH 65°46'07" WEST, 58.17 FEET; THENCE NORTH 24°13'5Y WEST, 402.19 FEET THE TRUE POINT OF BEGINNING. CEILING -MOUNTED HVAC DIFFUSERS ® (SIZE AND TYPE PER FVC FIRE HOSE VALVE UON UNLESS OTHERWISE NOTED OVER TYPE I - SPRINKLERED (PARKING STRUCTURE) (ALSO KNOWN AS NEW LOT C, CITY OF TUKWILA BOUNDARY LINE ADJUSTMENT NO. L98-0033, RECORDED UNDER RECORDING NO.9810059013, RECORDS OF KING 2'X2' FLUORESCENT LIGHT MECHANICAL DRAWINGS) FWC FABRIC WALL COVERINGET VERT VERTICAL NUMBER OF STORIES : COUNTY WASHINGTON) r - CEILING -MOUNTED FWP FABRIC WRAPPED PANEL(S) VEST VESTIBULE ` STORIES ABOVE GRADE PLANE:4 OFFICE FLOORS STORIES BELOW GRADE PLANE: 2 PARKING LEVELS 2'X4' FLUORESCENT LIGHT GA GAGE VNR VENEER CEILING -MOUNTED 0 1'X4' FLUORESCENT LIGHT GALV GEN GALVANIZED GENERAL, GENERATOR VR VWC VAPOR RETARDER VINYL WALLCOVERING SEISMIC DESIGN CATEGORY: GENERAL NOTES D 1 (HIDDEN) CEILING -MOUNTED HVAC RETURNSIEXHAUSTS SIZE AND TYPE PER ® ® GFRC GLASS -FIBER REINFORCED CONCRETE W W/ WEST, WIDE WITH PROPOSED AREA OF REMODEL: 1. 4 0 STRIP FLUORESCENT LIGHT MECHANICAL GFRG GLASS -FIBER _(EXPOSED) CEILING -MOUNTED DRAWINGS) REINFORCED GYPSUM WIO. WC WITHOUT WATER CLOSET, WALLCOVERING 5,339 SF OF PROJECT AREA ON FLOOR 3 1. DO NOT SCALE THE DRAWINGS. � STRIP FLUORESCENT LIGHT CEILING -MOUNTED HVAC ITEMS GFRP GLASS -FIBER REINFORCED PLASTIC WD � WOOD WALL HYDRANT EXISTING CORE AND SHELL FIRE RATINGS: OFFICE PARKING 2. VERIFY FIELD CONDITIONS PRIOR TO COMMENCEMENT OF EACH PORTION TON OF THE WORK. WALL -MOUNTED STRIP FLUORESCENT LIGHT GL GYP GLASS GYPSUM WP WEATHERPROOF, WATERPROOF, WATERPROOFING, WORK POINT FLOOR CONSTRUCTION: N.R. 2 HR ROOF CONSTRUCTION: N.R. 2 HR 3. THE CONTRACT DOCUMENTS ARE COMPLEMENTARY AND WHAT IS REQUIRED BY ONE p DOWNLIGHT GYP BD GYPSUM BOARD . WR Wr WATER RESISTANT WEIGHT STRUCTURAL FRAME: N.R. 3 HR SHALL BE AS BINDING AS IF REQUIRED BY ALL. THE CONTRACTOR SHALL COORDINATE ALL PORTIONS OF THE WORK AS DESCRIBED IN THE CONTRACT DOCUMENTS NOTIFY H HIGH ELEVATORS: 1 HR 2 HR HB HOSE BIBB WWF WELDED WIRE FABRIC STAIRS: 1 HR 2 HR THE ARCHITECT FOR RESOLUTION OF ALL DISCREPANCIES PRIOR TO CONSTRUCTION. QQ ACCENT DOWNLIGHT CEILING -MOUNTED ACCESS PANEL O> WALL -WASHER DOWNLIGHT SCONCE -TYPE (WALL -MOUNTED) LIGHT ® CEILING -MOUNTED EXIT LIGHT CEILING -MOUNTED FIRE SPRINKLER WALL -MOUNTED EXIT LIGHT 0 STANDARD LIGHT FIXTURES CEILING -MOUNTED SPEAKER S A B Em "' "Y Architecture 12201 Tukwila Int' Blvd - 4th Floor Seattle, WA 98168 206.281.8700 sabey.com 194 REGISTERED A .0 H E T KARA M. AND SON A\ E (,F NASHNC-(7N THE PAC IFIC STITUTE T.I. SUITE 315 THRID FLOOD INTERGATE.WEST BUILDING C 17-101 TUKWILA INT'L BLVD. TUKWILA, WA 98168 WED FOR A OPE C+�MFLIANCE .' APP O' D 'a OCT 0 2 2015 �� City Of Tukm dla WILDING DIVISION MARK DATE DESCRIPTION PROGRESS DATE: 09/14/15 DRAWN BY: BH CHECKED BY: SS APPROVED BY: KA PROJECT NO: _ All drawings and written material appearing herein constitute the original and unpublished work of the Sabey Corporation and the same may not be duplicated, used or disclosed without the written consent of the Sabey Corporation. HCWD HD HOLLOW CORE WOOD HAND DRYER XFMR TRANSFORMER MECHANICAL SHAFTS: 1 HR 2 HR 4. DIMENSIONS ARE TO THE STRUCTURAL GRID OR TO FINISH SURFACES, UNLESS HDBD HARDBOARD INTERIOR FINISHES: OTHERWISE INDICATED. COVER SHEET AND HDW HARDWARE PER TABLE 803.9 CLASS C FINISHES WITH EXCEPTION OF EXITS WHERE CLASS 3 IS USED 5. DOORS AND CASED OPENINGS INDICATED NEARBY WALL INTERSECTIONS, SHALL BE : PROJECT INFORMATION HDWD HARDWOOD LOCATED SO THAT THE EDGE OF THE FINISH OPENING IS SIX INCHES FROM THE FACE 1 2 34 5 6 7 8 g 10 F E D L01 G] A PROJECT NOTES DIVISION I - GENERAL CONDITIONS H. REFERENCES 15800 - HEATING VENTILATING AND AIR CONDITIONING DIVISION IX - FINISHES 01010 SUMMARY OF WORK 1. AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM): 1. PROVIDE BUILDING STANDARD HVAC SYSTEM WITH ALL MATERIALS, LABOR AND ACCESSORIES 09250 GYPSUM DRYWALL AND METAL STUDS A. A641 - ZINC -COATED GALVANIZED CARBON STEEL WIRE. FOR COMPLETE OPERATION OF SYSTEM. CONTRACTOR TO BALANCE HVAC SYSTEM AS REQUIRED. 1. GENERAL DESCRIPTION OF THE PROJECT: NON-STRUCTURAL INTERIOR TENANT IMPROVEMENT OF A B. C635 - METAL SUSPENSION SYSTEMS FOR ACOUSTICAL TILE AND LAY -IN PANEL CEILINGS. : COMERCIAL OFFICE SUITE 1. INCLUDE NECESSARY MATERIALS, LABOR AND ACCESSORIES FOR THE. INSTALLATION OF ALL PARTITIONS C. C645 - NON-LOADBEARING STEEL STUDS, RUNNERS, AND RIGID FURRING CHANNELS. 2. DESIGN OF MECHANICAL TO BE PREPARED UNDER A SEPARATE PERMIT: AS SHOWN IN THE PLANS. D. C745 - INSTALLATION OF STEEL FRAMING MEMBERS TO RECEIVE SCREW -ATTACHED GYPSUM WALL 2. WHERE NO BUILDING STANDARDS EXIST FOR MATERIALS CALLED OUT AS "BUILDING STANDARD" ON THE H BOARD, BACKING BOARD, OR WATER-RESISTANT BACKING BOARD. 3. DESIGN BUILD MECHANICAL ENGINEERING DRAWINGS INDICATE: PLANS THE CONTRACTOR SHALL SO ADVISE SABEY ARCHITECTURE WITHIN TEN (10) DAYS OF THE 2. "WALL SURFACES" MEAN ALL VERTICAL SURFACES INCLUDING COLUMNS WHERE EXPOSED, CONVECTOR A. DUCTS, AIR MOVEMENT REQUIREMENTS, & SIZES OF GRILLES & REGISTERS. CON TRACTOR'S RECEIPT OF THE PLANS SO THAT SABEY ARCHITECTURE MAY MAKE ALTERNATE SELECTIONS. OR RADIATOR ENCLOSURES, FASCIAS, RETURNS, PLYWOOD BACKBOARDS; ETC. 2. UNDERWRITERS LABORATORIES (UL): STANDARD 2079 - TESTS FOR FIRE RESISTANCE OF BUILDING JOINT SYSTEMS, 4. CONTRACTOR PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND 3. CONTRACTOR SHALL VERIFY ALL REQUIREMENTS OF EXACT SIZE AND QUANTITY OF EQUIPMENT 3. ALL PARTITION HEADS SHALL MATCH BUILDING STANDARD, LION. BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. FURNISHED BY THE TENANT INCLUDING REQUIREMENTS FOR MECHANICAL AND ELECTRICAL SERVICES, AND 09500 - CEILING SUSPENSION SYSTEMS. IS RESPONSIBLE FOR ALL ROUGH -IN CONNECTIONS. 4. WALLS SHOWN ALIGNED WITH BASE: BUILDING STRUCTURE SHALL BE FLUSH AND SMOOTH WITH BASE 5. HVAC CONTRACTOR TO CLEAN, REPAIR OR REPLACE SOILED OR DAMAGED HVAC GRILLS. R IS RESPONSIBLE FOR ANY DAMAGE TO ADJACENT WORK AND SHALL REPAIR SAID EACH SUBCONTRACTORDAMAGE BUILDING STRUCTURE, LION. 1.. PROVIDE NEW CEILING TILE, CEILING GRID AND ALL ACCESSORIES AS REQUIRED TO INSTALL SUSPENDED AT THEIR OWN EXPENSE. ACOUSTICAL CEILINGS AS INDICATED ON DRAWINGS. DIVISION XVI - ELECTRICAL 5. SEISMIC BRACING: PROVIDE SEISMIIC BRACING AS REQUIRED PER THE LATEST BUILDING CODES (NEW - 4. FIRE/EMERGENCY SYSTEMS INCLUDE, BUT ARE NOT LIMITED TO, SPRINKLER MODIFICATIONS, FIRE CONSTRUCTION ONLY) TO THE PARTII-ION HEADS AND CEILING GRID. 2. PROVIDE SEISMIC BRACING AS REQUIRED BY CODE AT NEW CEILING WORK ONLY. 16000 - ELECTRICAL AND TELECOMMUNICATIONS EXTINGUISHER PLACEMENT AUDIBLE ALARMS SMOKE AND HEAT DETECTORS, STROBES, AND EXIT SIGN PLACEMENT. 6. CONTRACTOR SHALL PROVIDE AND LOCATE ACCESS PANELS AS REQUIRED AFTER INSTALLATION OF 3. COORDINATE WORK WITH OTHER TRADES HAVING WORK IN THE CEILING AND THE TELEPHONE CABLE 1. REUSE EXISTING ELECTRICAL AND DATA AS APPROPRIATE TO MEET THE TENANT'S MECHANICAL DUCTS, PLUMBING, AND ELECTRICAL WORK. FIRE RATE AS REQUIRED. COMPANIES WHEREVER THEIR RESPECTIVE WORK IS CONTIGUOUS. REQUIREMENTS. SHALL FURNISH SHOP DRAWINGS FOR APPROVAL ON CABINETWORK, MILLWORK AND ANY 5. CONTRACTOR SEA OTHER SPECIAL ITEMS REQUIRING CUSTOM SHOP FABRICATION WORK. SUBMIT TO ARCHITECT THREE (3) B 5/8" TYPE "X" UNLESS OTHERWISE NOTED. PROVIDE "WR" TYPE DRYWALL WHERE 7. ALL DRYWALL TO E 4. PROVIDE CUTOUTS AND OTHER SPECIAL PROVISIONS IN ACOUSTICAL WORK AS REQUIRED FOR LIGHTING 2. PROVIDE ALL WORK EQUIPMENT AND LABOR FOR A COMPLETE AND OPERABLE ELECTRICAL C COPIES FOR APPROVAL.. REQUIRED BY CODE AND AT ALL TOILET ROOMS, AND BEHIND CERAMIC TILES, LION. FIXTURES, REGISTERS, DIFFUSERS, SPRINKLERS, AND OTHER INSERTED ITEMS. SYSTEM. PROVIDE ELECTRICAL OUTLETS PER POWER AND DATA PLAN. 6. MECHANICAL AND ELECTRICAL TO BE DESIGN BUILD UNDER SEPARATE PERMIT. D T ALL EXTERNAL CORNERS. INSTALL METAL EDGE TRIM AT AT WHENEVER EDGE 8. INSTALL CORNER BEADS A 5. ALL CUTOUTS SHALL BE CENTERED WITHIN TILE. 3. PROVIDE MUD RING FOR DATA AND COMMUNICATION AS SHOWN ON THE POWER AND DATA OF GYPSUM BOARD WOULD OTHERWISE BE EXPOSED OR SEMI -EXPOSED. PLAN. EACH MUD RING TO HAVE A MINIMUM NUMBER OF WIRE PULLS AS INDICATED ON 7. WORK NOT INCLUDED: CONTRACTOR R SHALL PROVIDE THE FOLLOWING ITEMS DESCRIBED IN THE 6. ALL MATERIALS SHALL HAVE CLASS 1 FLAME SPREAD RATING AND BE INSTALLED IN ACCORDANCE DRAWINGS. COORDINATE DATA CABLE CONFIGURATION WITH THE TENANT. SPECIFICATIONS AND SHOWN ON THE PLANS EXCEPT FOR THE ITEMS INDICATED "N.LC." (NOT IN CONTRACT), 9. PRIOR TO RECEIVING FINISH, ALL SURFACES SHALL BE PROPERLY PREPARED AS REQUIRED TO RECEIVE WITH MANUFACTURER'S SPECIFICATION AND CODES. SUCH AS TELEPHONE AND DATA CABLES OFFICE FURNITURE EQUIPMENT AND MOBILE KITCHEN APPLIANCES. FINAL FINISHING AS SPECIFIED. 4. ALL OUTLETS AND MUDRINGS TO BE LOCATED AT 15" AFF TO THE CENTER LINE, LION. 7. ALL JOINTS IN THE TILE FILED SHALL BE SQUARE, LEVEL AND PERFECTLY ALIGNED WITH EACH OTHER. R TO PROVIDE ALL FIRE/EMERGENCY SYSTEMS AS REQUIRED BY ALL APPLICABLE CODES. 8. CONTRACTOR 10. USE ACOUSTICAL SEALANT AROUND ALL PIPES, DUCTS, CONDUIT, OUTLETS, SWITCHES ETC. ON BOTH - 5. WHERE MULTIPLE DEVISES OCCUR IN A SINGLE LOCATIONS, ALL DEVICES SHALL BE GANGED FIRE/EMERGENCY SYSTEMS INCLUDE BUT NOT LIMITED TO SPRINKLER MODIFICATIONS, FIRE EXTINGUISHERS, E/EME I E ETRA ING WALLS WITH ACOUSTICAL INSULATION. PENETRATIONS OF FIRE -RATED SIDES OF CROSS NG/P N T 8. INSTALLED SUSPENDED CEILINGS TO BE LEVEL WITHIN A TOLERANCE OF 1/8" IN 174'. ANCHOR AS LION. AUDIBLE ALARMS, STROBES, SPRINKLERS, SMOKE AND HEAT DETECTORS, AND EXIT SIGNS. WALLS SHALL BE PROTECTED BY APPILICABLE FIRE -RATED ASSEMBLIES: REQUIRED. 6. GFI CIRCUITS TO BE LOCATED 24" FROM FAUCET CENTERLINE, PER CODE: 9. EVERY EXIT DOOR SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL 11. NON-STRUCTURAL METAL FRAMING OUTLINE SPECIFIATION: 09530 - ACOUSTICAL TREATMENT KNOWLEDGE OR EFFORT AND SHALL BE EQUIPPED WITH PANIC HARDWARE WHERE REQUIRED AND 7. ALL WIRING DEVICES: SHALL BE BUILDING STANDARD EXCEPT: "ISOLATED GROUND!'OUTLETS INDICATED. A. SYSTEM DESCRIPTION: 1. PROVIDE ACOUSTICAL INSULATION BETWEEN FRAMING STUDS AND EXTENDING TWO FEET ON EACH SIDE SHALL BE ORANGE, "HOSPITAL GRADE ISOLATED GROUND" OUTLETS SHALL BE ORANGE WITH A OF PARTITION HEAD ABOVE CEILINGS FOR ALL WALLS NOTED PER PLANS. GREEN DOT, "EMERGENCY" OUTLETS SHALL BE REDS AND "DEDICATED" OUTLETS FOR "CLEAN 10. ANY MATERIAL USED IN CONSTRUCTION SHOULD MEET CURRENT FLAME CODE REGULATIONS. 1. SELECT FRAMING SYSTEMS, GAGES, SUPPORTS, BRACING, AND CONNECTIONS AS NECESSARY TO RESIST CIRCUIT" FIXTURES SHALL BE GRAY (UNLESS BUILDING STANDARD DICTATES OTHERWISE). ALL THE STRUCTURAL DESIGN LOADS SPECIFIED. 2. NEW DEMISING WALL CONSTRUCTION TO HAVE SOUND BATT INSULATION BETWEEN FRAMING STUDS COVERPLATES SHALL BE BUILDING STANDARD FINISH, LION. 11. ALL ELECTRICAL PLUMBING AND MECHANICAL MATERIAL INSTALLATIONS SHALL COMPLY WITH THE AND TWO FEET OF INSULATION ON EITHER SIDE OF THE PARTITION HEAD ABOVE CEILING GRID. BUILDING SHELL STANDARD SPECIFICATIONS: 2. PARTITION FRAMING SHALL CONFORM TO THE WIDTHS INDICATED, UNLESS APPROVED OTHERWISE. 8. PROVIDE SEPARATE CIRCUITS FOR TENANT'S EQUIPMENT (INCLUDING THE TELEPHONE SWITCH,. PROVIDE HEAVIER GAGES AND DECREASED STUD SPACING AS NECESSARY TO MEET THE STRUCTURAL 09650 - RESILIENT FLOORING COPIERS, COMPUTERS, ETC.) WHEN NOTED ON THE CONSTRUCTION DOCUMENTS: DIVISION II - SITE WORK REQUIREMENTS. : 1. PROVIDE VCT, SHEET LINOLEUM, SHEET VINYL AND RUBBER BASE AS INDICATED IN DRAWINGS. COLOR 9. COORDINATE SCHEDULE WITH FURNITURE VENDOR FOR THE USE OF ELECTRICIANS DURING 02050 -DEMOLITION 3: STRUCTURAL REQUIREMENTS: AND MANUFACTURER PER FINISH SCHEDULE. THE INSTALLATION OF TENANTS NEW FURNITURE. A. DESIGN LOADS: 5 POUNDS PER SQIJARE FOOT UNIFORM LIVE LOAD, PLUS DEAD LOADS. D 1. FURNISH ALL LABOR MATERIALS AND EQUIPMENT AS REQUIRED TO COMPLETE THE DEMOLITION AN, 24 THE SPAN. MAXIMUM OF 1/ 0 B. DEFLECTION REQUIREMENTS: X 2. PROVIDE RUBBER -REDUCING STRIPS IN COLOR TO MATCH SPECIFIED BASE. REDUCING S R UC G STRIPS TO OCCUR 10. ALL ELECTRICAL WIRING EL TELEPHONE AND COMPUTER CABLING AND CONDUIT A B SH LL E REMOVAL OF ALL ITEMS LOCATED IN THE CONSTRUCTION AREAS. C. SELECT FRAMING MEMBERS BASED ON THE MANUFACTURER'S PUBLISHED SPAN TABLES. AT ALL AREAS OF FLOOR MATERIAL TRANSITION. CONCEALED IN FLOORS, WALLS, OR CEILINGS. CABLING FOR VOICE AND DATA TO BE PROVIDED UPON COMPLETION OF ALL DEMOLITION WORK, ALL AREAS SHALL BE LEFT BROOM CLEAN. BY TENANT'S VENDORS AND SHALL BE COORDINATED BY THE BUILDING MANAGER. B. CODE REQUIREMENTS: 3. BASE TO BE INSTALLED IN LONGEST AVAILABLE LENGTH WITH NO PIECE LESS THAN 12". NO JOINTS AT 2. DEMOLITION OF TELEPHONES, ELECTRICAL, VOICE/DATA AND PANELS ARE TO BE REMOVED BACK TO OUTSIDE CORNERS OR WITHIN 6" OF CORNERS. 11. THE CONTRACTOR IS TO COORDINATE WITH THE OWNER SUPPLIED FURNITURE SYSTEMS TO ORIGINATING SOURCE. DEMOLITION OF CORES AND RELATED CABELING TO BE REMOVED FROM TENANT 1. PROVIDE ASSEMBLIES MEETING THE HOURLY FIRE RATINGS INDICATED AND SPECIFIED. ASSEMBLIES SHALL INCLUDE BUT NOT LIMITED TO: ELECTRICAL AND DATA WIRING LOCATIONS, J-BOX LOCATIONS, SPACES BELOW. HAVE BEEN TESTED IN ACCORDANCE WITH ASTM E119, AND SHALL BE APPROVED BY THE LOCAL 4. PATCH, LEVEL AND PREPARE SUB FLOORING WITH CEMENTITOUS UNDERLAY PER MANUFACTURER'S CONNECTIONS AND WALL MOUNTED REQUIREMENTS. - JURISDICTIONAL CODE AUTHORITIES. COORDINATE INSTALLATION OF OTHER MATERIALS THAT ARE A PART WRITTEN INSTRUCTIONS IN AREAS TO RECEIVE NEW FLOORING. MAX. ALLOWABLE TOLERANCE = 1/4" 3. DURING THE REMOVAL OF ANY ENVIRONMENTALLY HAZARDOUS MATERIALS, PROTECTION GUIDELINES OF EACH ASSEMBLY. OVER 10'. 12. THE CONTRACTOR IS TO VERIFY EXISTING ABANDONED CORE DRILL LOCATIONS AND FILL AS SHOULD BE STRICTLY FOLLOWED BY CODE OR LOCAL GOVERNING AUTHORITY. REQUIRED WITH MATERIAL TO MEET CURRENT FLAME SPREAD REGULATIONS. LOCATIONS TO BE 2. FIRE RATED CONSTRUCTION JOINT .ASSEMBLIES AT PARTITION HEADS SHALL HAVE BEEN SUCCESSFULLY 5. UPON COMPLETION ALL WORK SHALL BE CLEANED AND ALL SPOTS OF ADHESIVE AND SURFACE STAINS PREPARED TO RECEIVE NEW FLOOR FINISH AS REQUIRED. 4. ALL EXISTING CONSTRUCTION ITEMS THAT INTERFERE WITH THE CONSTRUCTION PER THE PRICING PLAN TESTED IN ACCORDANCE WITH THE DYNAMIC REQUIREMENTS OF UL 2079, INCLUDING HOSE STREAM TEST, TO REMOVED. SHALL BE REMOVED, RELOCATED, OR KEPT FLUSH IN CEILING, WALL, OR FLOOR AS REQUIRED, MEET THE HOURLY FIRE RATINGS OF -THE CONSTRUCTION BEING SEALED. 13. ARCHITECTURAL DRAWINGS INDICATE LOCATION ONLY OF DEVICES SHOWN. SWITCHING AND 6. GENERAL CONTRACTOR, SHALL APPLY FLOOR WAX TO NEW FLOORING AREAS PER MANUFACTURERS CIRCUITING SHALL BE INDICATED ON SEPARATE ELECTRICAL ENGINEERING AS -BUILT DRAWINGS 5. ALL DAMAGED AREAS SHALL BE PATCHED AS REQUIRED AND FINISHED TO MATCH EXISTING ADJACENT C. MATERIALS: SPECIFICATION UON. AND SHALL MEET OWNER'S GUIDELINES. AREAS OR AS SPECIFIED TO PROVIDE A "LIKE -NEW FINISH". 1. LIGHT GAGE METAL FRAMING: ASTM C645; GALVANIZED; PROVIDE "C" SHAPED STUDS, U SHAPED RUNNERS, 09680 - CARPET 14. ALL TELEPHONE, ELECTRICAL, COMMUNICATION AND SECURITY WORK SHALL BE COMPLETED IN 6. CONTRACTOR SHALL PROVIDE PLASTIC SHEETING OR OTHER APPROPRIATE BARRIER TO CONTROL DUST HAT SHAPED FURRING CHANNELS, AND OTHER SIZES AND SHAPES AS INDICATED; MINIMUM 20 GAGE. ACCORDANCE WITH ALL APPLICABLE CODES. AND DEBRIS SUCH THAT IT DOES NOT AFFECT AREAS OUTSIDE THE AREA OF WORK: 1. PROVIDE COMMERCIAL GRADE CARPET AS INDICATED IN DRAWINGS. 2. FIRE RATED PARTITION HEAD SYSTEMS: 15. DRAWINGS INDICATE ALL DIMENSIONS T O CENTERLINE OF TELEPHONE, ELECTRICAL, AND DIVISION VI - ARCHITECTURAL CARPENTRY AND CASEWORK A. RUNNER: "FIRE TRAK" BY FIRE TRAk: CORPORATION, KIMBALL MN (612-398-7800). 2. CARPET TO BE INSTALLED AS INDICATED IN DRAWINGS. COMMUNICATION COVERPLATE. OUTLETS SHOWN GROUPED TOGETHER ON PLAN SHALL BE SET TO B. MINERAL WOOL PACKING MATERIAL. AND VOID FILL MATERIAL PER UL RATED ASSEMBLIES FOR DYNAMIC A MINIMUM DIMENSION BETWEEN EACH DEVICE. 06100 - ROUGH CARPENTRY. WALL HEAD CONDITIONS AS DETAILED IN THE DRAWINGS. 3. PREPARE SUB FLOOR WITH LIGHT WEIGHT CONCRETE UNDERLAY WHERE REQUIRED TO PROVIDE APPROVED SUBSTRATE. MAX. ALLOWABLE TOLERANCE = 1/4" OVER 10'. 16. BACK-TO-BACK OUTLETS ARE NOT PERMITTED. OFFSET OUTLETS THE MINIMUM DIMENSION 1. ROUGH CARPENTRY TO INCLUDE ANY WOOD STUDS, FURRING, BLOCKING, ROUGH FRAMING, WOOD CURBS, 3. SCREWS: SELF -TAPPING; LOW PROFILE HEAD. - REQUIRED. BUCKS, NAILERS, BACKING, FIXTURE FRAMING, EQUIPMENT SUPPORTS, ETC. AS DETAILED. 4. PROVIDE SEAMING DIAGRAMS FOR ARCH)TECT'S REVIEW., 4. OTHER FRAMING MATERIALS: FURNISH IN ACCORDANCE WITH ASTM C754. 17. LOCATION OF ALL WALL MOUNTED POWER AND DATA DEVICES SHALL BE FIELD REVIEWED BY 06200 -FINISH CARPENTRY 09900 - PAINTING A14D STAIN - THE TENANT BEFORE INSTALLATION. D. PARTITION FRAMING: 1. FINISH CARPENTRY TO INCLUDE INSTALLATION OF ALL FIXTURES AND ASSOCIATED TRIMS, HARDWARE AND 1. UNLESS OTHERWISE NOTED, PRIME ALL GWB WALL SURFACES AND PAINT WITH MINIMUM OF TWO (2) 18. ELECTRICAL ENGINEER TO PROVIDE DESIGN/BUILD PACKAGE TO ARCHITECT FOR REVIEW NOSINGS. 1. RUNNERS: FINISH COATS OF BENJAMIN MOORE EGGSHELL FINISH LATEX PAINT OR APPROVED EQUAL. PROVIDE FOR PRIOR TO INSTALLATION. A. SECURE FLOOR RUNNERS WITH FASTENERS AT MAXIMUM 24 INCHES O.C. AT CONCRETE FLOORS, USE NUMBER OF PAINT COLORS AS INDICATED IN DRAWINGS. 2. PROVIDE INTERIOR DOOR AND SIDELIGHT FRAMES AS SCHEDULED. POWDER DRIVEN FASTENERS OR DRILLED IN CONCRETE ANCHORS. VERIFY LOCATION OF TENDONS AND 19. THE LAYOUT DIAGRAMS COORDINATE LOCATION OF POWER & DATA DEVICES. REFER TO CONDUIT WHICH MAY BE EMBEDDED IIN CONCRETE FLOORS: , 2. FINISH DOORS, DOOR FRAMES, AND SIDELIGHT FRAMES AS INDICATED IN DRAWINGS. DESIGN/BUILD DOCUMENTS FOR SCOPE, TECHNICAL LAYOUT AND SPECIFICATIONS FOR EACH 06400 - ARCHITECTURAL WOODWORK AND CASEWORK B: WHERE WALLS ARE INDICATED AS NOT BEING CONTINUOUS TO STRUCTURE ABOVE, ATTACH TOP RUNNER A) PAINTED WOODWORK TO BE FINISHED WITH ONE (1) COAT PRIMER AND TWO DISCIPLINE. TO ACOUSTICAL CEILING GRID WITH SCREWS AT 24 INCHES ON CENTER. PROVIDE SPACER STRIP BETWEEN (2) FINISH COATS. 1. CABINET CONSTRUCTION: COMPLY WITH THE A.W.I. ARCHITECTURAL WOODWORK QUALITY STANDARDS RUNNER AND CEILING SUSPENSION SYSTEM TO ALLOW TEGULAR OR REVEAL EDGE ACOUSTICAL PANELS TO B) SEALED WOODWORK TO BE STAINED PER FINISH SCHEDULE AND SEALED WITH 20. ARCHITECTS DOCUMENTS INDICATE LOCATION AND RELATIONSHIP OF DEVICES. COORDINATE FOR CUSTOM GRADE WORK. CABINETS SHALL BE FLUSH CONSTRUCTION. CLEAR PARTITION. A COMMERCIAL GRADE CLEAR SATIN VARNISH. EXACT LOCATION WITH FURNITURE VENDOR. C. INSTALL FIRE RATED PARTITION HEAD SYSTEMS IN ACCORDANCE WITH THE UL ASSEMBLIES INDICATED ON 2. PROVIDE PARTICLE BOARD, MED. DENSITY, WEIGHING <40 LB./CU. FT.," THICK. THE DRAWINGS TO MEET THE SPECIFIED FIRE RATING REQUIREMENTS. 3. PAINT FOR THE LIGHT SURFACES TO CONFORM TO THE REQUIREMENTS OF THE "ARCHITECTURAL 21. COORDINATE POWER/DATA & LIGHT FIXTURE MOUNTING LOCATIONS WITH INTERIOR D. PROVIDE 2 INCH EXTENDED LEG OVERHEAD TRACK AT FULL HEIGHT PARTITIONS SUBJECT TO STRUCTURAL SPECIFICATIONS MANUAL' (AWS) FOR PAINT SYSTEMS. LATEX PAINT: AWS SYSTEM 3-B "CUSTOM" (2 ELEVATIONS, FINISHES & CASEWORK. 3. CABINET HARDWARE: EXTENSION DRAWER GLIDES, STAINLESS STEEL CABINET PULLS, US32D FINISH, AND DEFLECTION. COAT) GRADE LIGHT COLOR PAINT FINISH ON GYPSUM BOARD SURFACES. CONCEALED DOOR HINGES, SHELF HARDWARE AND OTHER REQUIRED ITEMS, LION IN ELEVATIONS / DETAILS. 22. PROVIDE EXTENSION RINGS AND MOUNTING ACCESSORIES WHERE REQUIRED FOR L, 2. UNLESS INDICATED OTHERWISE, INSTALL STUDS VERTICALLY AT 16 ON CENTER, AND NOT MORE THAN 2 4. PAINT FOR THE DARK SURFACES TO CONFORM TO THE REQUIREMENTS FOR THE ARCHITECTURAL POWER/DATA DEVICES AND LIGHT FIXTURES. COORDINATE WITH INTERIOR FINISHES AND 4. PLASTIC LAMINATE: HIGH-PRESSURE DECORATIVE LAMINATE SELECTED FROM WILSONART, NEVAMAR, INCHES FROM ABUTTING CONSTRUCTION, AT EACH SIDE OF OPENINGS, AND AT CORNERS. SPECIFICATIONS MANUAL' (AWS) FOR PAINT SYSTEMS. LATEX PAINT: AWS SYSTEM 3-13 "CUSTOM" (2 CASEWORK. PIONITE, AND FORMICA. LAMINATE TO BE GENERAL-PURPOSE GRADE .050" HORIZONTAL AND .030" VERTICAL. COAT) GRADE DEEP TONE PAINT FINISH ON GYPSUM BOARD SURFACES. 3. BRACE PARTITION FRAMING SYSTEM AND MAKE RIGID. PROVIDE DIAGONAL STUD BRACING AT 8 FT ON 23. CONTRACTOR PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING 5. INTERIOR CABINET SURFACES AND SHELVES TO BE OF PREFINISHED BOARD WITH POLYESTER OVERLAY. CENTER AT ALL FRAMING THAT DOES NOT EXTEND TO STRUCTURE. 5. UPON COMPLETION OF WORK, REMOVE EXCESS PAINT, STAIN, VARNISH, ADHESIVE, CAULK, ETC. FROM OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION: ALL OTHER SURFACES THAT WERE NOT SPECIFIED TO RECEIVE SAME. 6. SHELF EDGING TO BE VINYL. 4. INSTALL DOUBLE STUDS CONTINUOUS FROM FLOOR TO TOP TRACK AT THE JAMB OF EACH DOORFRAME 16500 - LIGHTING AND CASED OPENING. STUDS SHALL HAVE THE SAME GAGE AS THE ADJACENT STUDS, BUT IN NO CASE LESS 6. TOUCH-UP AND PATCH SURFACES AS REQUIRED AFTER THE COMPLETION OF WORK BY OTHER TRADES. DIVISION VIII - DOORS AND WINDOWS THAN 20-GAGE. 1. LOCATION OF SWITCHES SHALL BE SHOWN ON THE REFLECTED CEILING PLAN. ALL SWITCHES 7: WHERE COLUMNS OCCUR IN AREAS SCHEDULED TO BE FINISHED, THEY SHALL RECEIVE THE SAME FINISH SHALL BE MOUNTED AT A MAXIMUM HEIGHT OF 48" A.F.F. TO MEET THE LATEST HANDICAPPED CODES 08210 - WOOD DOORS 5. PROVIDE MINIMUM 20 GAGE STUDS .AT ALL PARTITIONS SUPPORTING CASEWORK OR COUNTER TOPS. AS THE ROOM LION. AND REGULATIONS. 1. PROVIDE AND INSTALL INTERIOR SUITE DOORS AS INDICATED ON DRAWINGS. 6. COORDINATE ERECTION OF STUD SYSTEM WITH REQUIREMENTS OF DOOR AND RELITE FRAMES, FIRE DIVISION XII - FURNISHINGS 2. WHERE MULTIPLE SWITCHES OCCUR IN A SINGLE LOCATION, ALL SWITCHES SHALL BE GANGED EXTINGUISHER CABINETS, AND OTHER CONSTRUCTION WITHIN MOUNTED PARTITION CONSTRUCTION. LION. 2. DOOR SCHEDULE SPECIFIES FINISH (BOTH SIDES OF DOOR) AND FRAME UNLESS OTHERWISE NOTED. 12500 - WINDOW TREATMENT 7. COORDINATE THE INSTALLATION OF" FRAMING WITH THE GYPSUM BOARD INSTALLER TO ENSURE SUPPORT 3. DOWN LIGHTS SHOWN IN THE CENTER OF CEILING TILE WITHOUT DIMENSIONS ARE TO BE 3. DOORS SHALL BE PRE -MACHINED FOR HARDWARE PER HARDWARE SCHEDULE. AT ALL BOARD EDGES. 1. ALL PERIMETER GLAZING TO RECEIVE BLINDS AS INDICATED IN DRAWINGS. COORDINATE WITH.BUILDING LOCATED IN THE CENTER OF CEILING TILE, LION. MANAGEMENT. 4. PROVIDE SHOP DRAWING SUBMITTALS FOR ARCHITECT REVIEW. 8. AT NON -LOAD BEARING FULL HEIGHT PARTITIONS SUBJECT TO COMPRESSION CAUSED BY OVERHEAD 4. REUSE ALL EXISTING B/S FLUORESCENT FIXTURES AS NEEDED PER DESIGN LAYOUT AND TO MEET STRUCTURAL DEFLECTION, CUT STUDS 1/2 INCH SHORT FROM FULL HEIGHT. DO NOT RIGIDLY CONNECT 2. ALL INTERIOR RELITES TO RECEIVE 1" MINI -BLINDS WHERE INDICATED IN DRAWINGS. LOCAL ENERGY CODE COMPLIANCE. 08710 - FINISH HARDWARE STUD TO TOP RUNNER. 3. PROVIDE SAMPLE AND CUT SHEET TO ARCHITECT FOR REVIEW. 5. DESIGN OF ELECTRICAL TO BE PREPARED UNDER A SEPARATE PERMIT AS A DESIGN BUILD 1. FINISH AND SPECIALTY HARDWARE INCLUDES ALL ACCESSORIES, TOOLS, AND FASTENERS REQUIRED FOR 9. STUD BRIDGING: PROJECT. PERMIT DRAWINGS TO BE REVIEWED AND APPROVED IN WRITING BY LANDLORD PRIOR HARDWARE INSTALLATION AND MAINTENANCE. ITEMS NOT SPECIFICALLY MENTIONED, BUT NECESSARY TO A. AT INTERIOR PARTITIONS GREATER THAN 4 FEET IN LENGTH, AND WITH RIGID FACING MATERIAL ON ONE DIVISION XV - MECHANICAL TO COMMENCEMENT OF WORK. COMPLETE THE WORK; SHALL BE FURNISHED MATCHING IN QUALITY AND FINISH OF SPECIFIED IN SIMILAR STUD FLANGE ONLY, PROVIDE 3/4" BRIDGING CHANNELS IN HORIZONTAL ROWS AT A MAXIMUM OF 5,4. ON LOCATIONS. CENTER FOR THE FULL HEIGHT OF THE PARTITION. 15500 - FIRE PROTECTION 6. ALL OFFICE AREAS LESS THAN 300 SQ. FT. ENCLOSED BY WALLS OR CEILING -HEIGHT PARTITIONS, B. INTERIOR FULL HEIGHT PARTITIONS (STUDS EXTENDING FROM THE FLOOR TO THE STRUCTURE ABOVE) AND ALL MEETING AND CONFERENCE ROOMS, SHALL BE EQUIPPED WITH OCCUPANCY SENSORS, 2. PROVIDE ALL HARDWARE AS SPECIFIED PER THE HARDWARE SCHEDULE. WITH RIGID FACING MATERIAL STOPPING T-0" OR MORE BELOW TOP OF STUDS: PROVIDE ONE ROW 3/4" 1. FIRE PROTECTION SYSTEM PER BUILDING STANDARD AND LOCAL REGULATIONS AND ORDINANCES. PER CODE. BRIDGING CHANNEL HORIZONTALLY AT TERMINATION OF GYPSUM BOARD MATERIAL, AND ONE ADDITIONAL 3. ALL LOCK SETS SHALL CONFORM TO THE BUILDING'S GRAND MASTER KEYING SYSTEMS. PROVIDE TWO (2) ROW FOR EACH 5'-0" OF EXPOSED STUDS. 2. PROVIDE ALL EMERGENCY LIGHTING, EXIT SIGNS, FIRE ALARM SPEAKERS, STROBES AND BELLS AS 7. DESIGN BUILD ELECTRICAL ENGINEERING DRAWINGS INDICATE: KEYS FOR EACH LOCK AND TWO (2) MASTER KEYS FOR THE SUITE. ALL KEYS TO BE TAGGED WITH ROOM _ C. INSTALL STUD BRIDGING CHANNELS IN LONG LENGTHS, WIRE TYING AND LAPPING THE JOINTS A MINIMUM REQUIRED BY CODE. DESIGN AND INSTALL THE SAME IN COMPLIANCE WITH THE AMERICANS WITH A. CIRCUITING AND WIRING OF LIGHT FIXTURES, AND SWITCHES. NUMBERS. OF 12." ATTACH BRIDGING CHANNEL 1'0 EACH STUD AS SHOWN IN MANUFACTURER'S PRINTED DISABILITIES ACT. B. LIFE SAFETY EQUIPMENT. INSTRUCTIONS. C. LOCATION OF REQUIRED EMERGENCY LIGHT FIXTURES. 4. SUBMIT HARDWARE SCHEDULE WITH CATALOGUE CUT SHEETS FOR ARCHITECT REVIEW. 3. PROVIDE SPRINKLERS, FIRE RATED DOORS AND FRAMES, FIRE EXTINGUISHERS, ETC. AS REQUIRED BY D. LIGHT FIXTURE SPECIFICATIONS E. CEILING AND SOFFIT FRAMING: PRC1VIDE METAL STUD FRAMING IN THE CONFIGURATIONS INDICATED. APPLICABLE LOCAL CODES AND LAWS. 5. ALL DOORS SHALL HAVE A MINIMUM OF 1-1/2 PAIR OF BUTT HINGES, ONE LATCHSET OR LOCK SET, AND ONE 8. CONTRACTOR PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING DOOR STOP TO MEET A.D.A. REQUIREMENTS. F. BACKING: 4. FIRE EXTINGUISHERS SHALL BE BY UNDERWRITER'S LABORATORY 2A-10BC 5-LB, MULTIPURPOSE OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION: EXTINGUISHER WITH SQUEEZE -TYPE HANDLE AND FLEXIBLE DISCHARGE HOSE WITH VISIBLE PRESSURE 6. ALL HARDWARE SHALL BE COMMERCIAL GRADE. 7. PROVIDE CLOSERS PER HARDWARE SCHEDULE. 1. PROVIDE STEEL BACKING, UNLESS INDICATED OTHERWISE, FOR THE SUPPORT OF WALL MOUNTED ITEMS. 2. UNLESS INDICATED OTHERWISE, STEEL BACKING SHALL CONSIST OF MINIMUM 4 INCH WIDE 16 GAGE STEEL GAUGE. 5. FIRE EXTINGUISHERS SHALL BE INSTALLED IN PER BUILDING STANDARD REQUIREMENTS, LION. PLATE SCREWED RIGIDLY TO THE STUIDS. PROVIDE BACKING WITH RETURNED EDGES AT DOOR STOP 02 08810 - GLASS LOCATIONS. PROVIDE 12 GAGE BACKING PLATES AT HAND 1. ALL GLASS AT SIDELIGHTS AND DOORS SHALL BE 1/4" TEMPERED SAFETY GLAZING, LION. 3. FIRE RETARDANT TREATED WOOD BACKING MAYBE USED RETARDANT TREATED WOOD MATERIALS SHALL BEAR A U SABEY Architecture 12201.Tukwila Int' Blvd - 4th Floor Seattle, WA 98168 206.281.8700 sabey.com i a REGISTERED C {<ARA M . AND R ON S 1 E (,F THE PACIFIC INSTITUTE T.I. SUITE 315 THRID FLOOR INTERGATE.WEST" BUILDING C i2tOQ TUKWILA INT'L BLVD. TUKWILA, WA 98168 I EV WED OF R 3"ODE COMPLIANCE A P OVED c, OCT o 2 2015 City OfTulkwile UILDINQ DIVISION� I MARK I DATE I DESCRIPTION PROGRESS DATE: 09/14/15 DRAWN BY: BH CHECKED BY: SS APPROVED BY: KA PROJECT NO: L "FR-S" LABEL, OR A LABEL FROM AN APPROVED C. SPRINKLER HEAD SPECIFICATIONS. Y ®F'i'lrl�41N'IL,� ',tl I11C 111dy IIUL UU UUjimed ICU, UJCU UI U13l:1U5UU WILIIUUL tilt:Wli M11 - consent of the Sabey Corporation. RAILS. 6: DESIGN BUILD FIRE PROTECTION DRAWINGS INDICATE: A. LAYOUT, LOCATION, AND SIZE OF SPRINKLER LINES AND HEADS. ED AT THE CONTRACTOR'S OPTION. ALL FIRE B. PRESSURE REQUIREMENTS. NOTES AND THE REQUIREMENTS OF AWPA C-20 TYPE A FOR D. LOCATION OF FIRE PROTECTION RISERS AND WALL HYDRANTS SPECIFICATIONS RECEIVED AND APPROVAL FRIOR TO INSTALLATION. MAXIMUM VARIATION OF 1/8 INCH IN 10 FEET IN ANY SEP 1 % 2015 CATIONS. PERMIT A=002' L "FR-S" LABEL, OR A LABEL FROM AN APPROVED C. SPRINKLER HEAD SPECIFICATIONS. Y ®F'i'lrl�41N'IL,� ',tl I11C 111dy IIUL UU UUjimed ICU, UJCU UI U13l:1U5UU WILIIUUL tilt:Wli M11 - consent of the Sabey Corporation. RAILS. 6: DESIGN BUILD FIRE PROTECTION DRAWINGS INDICATE: A. LAYOUT, LOCATION, AND SIZE OF SPRINKLER LINES AND HEADS. ED AT THE CONTRACTOR'S OPTION. ALL FIRE B. PRESSURE REQUIREMENTS. NOTES AND THE REQUIREMENTS OF AWPA C-20 TYPE A FOR D. LOCATION OF FIRE PROTECTION RISERS AND WALL HYDRANTS SPECIFICATIONS RECEIVED AND APPROVAL FRIOR TO INSTALLATION. MAXIMUM VARIATION OF 1/8 INCH IN 10 FEET IN ANY SEP 1 % 2015 CATIONS. PERMIT A=002' 1 2 3 4 5 6 .7 8 - 9 10 INTERGATEMEST SITE PLAN 1 /64" =1'-0" SITE DATA LEGAL DESCRIPTION ZONING: COMMERCIAL 1 LIGHT INDUSTRIAL PARCEL NUMBER: 0923049309 Is 111111111111111111P AREA: 559,465 SQ. FT. PARCEL C BUILDING AREA: COMMENCING AT A POINT ON THE NORTH LINE OF THE SOUTHEAST QUARTER OF SECTION 9, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., BLDG A: 99,346 SO. FT. THAT IS SOUTH 890161Y EAST,100.00 FEET FROM THE NORTHWEST CORNER OF THE NORTHEAST QUARTER OF SAID SOUTHEAST QUARTER; BLDG B: 73,087 SQ. FT. THENCE SOUTH 24013'53" EAST, 567.42 FEET TO THE TRUE POINT OF BEGINNING BLDG C: 72,731 SQ. FT. THENCE NORTH 66035'01" EAST; 120.47 FEET; THENCE NORTH 2O023'23" WEST, 27.58 FEET; TOTAL: 245,164 SQ. FT. THENCE NORTH 65032'34" EAST,165.00 FEET TO A POINT ON THE WESTERLY RIGHT-OF-WAY LINE OF PRIMARY STATE HIGHWAY NO.1 (SR 99) SOUTH 118TH STREET TO JCT SSH N0:1-K APPROVED JULY 23,1957; SEISMIC ZONE: 3 THENCE FOLLOWING SAID WESTERLY RIGHT-OF-WAY LINE SOUTH 24°27'26" EAST,110.84 FEET; THENCE FOLLOWING SAID WESTERLY RIGHT-OF-WAY LINE NORTH 65032'34" EAST,10.00 FEET PARKING REQUIRED: OFFICE = 2.511000SF = 613 STALLS THENCE FOLLOWING SAID WESTERLY RIGHT-OF-WAY LINE SOUTH 24027'26" EAST, 200.00 FEET; THENCE FOLLOWING SAID WESTERLY RIGHT-OF-WAY LINE NORTH 65032'34" EAST, 20.00 FEET; PARKING PROVIDED: 757 STALLS (3.09/1000SF) THENCE FOLLOWING SAID WESTERLY RIGHT-OF-WAY LINE SOUTH 24027'26" EAST, 126,00 FEET; THENCE FOLLOWING SAID WESTERLY RIGHT-OF-WAY LINE, ALONG THE ARC OF A 2,805.00 FOOT RADIUS NON -TANGENT CURVE TO THE RIGHT (THE CENTER OF WHICH BEARS SOUTH 65032'34". WEST), THROUGH A CENTRAL ANGLE OF 0012'W, A DISTANCE OF 10.03 FEET; THENCE SOUTH 65030'25" WEST, 199.33 FEET; THENCE SOUTH 22047'01° WEST, 21.44 FEET THENCE SOUTH 63032'48" WEST, 62.13 FEET; THENCE SOUTH 65046'W WEST, 58.17 FEET; THENCE NORTH 24013'53" WEST, 402.19 FEET THE TRUE POINT OF BEGINNING. (ALSO KNOWN AS NEW LOT C, CITY OF TUKWILA BOUNDARY LINE ADJUSTMENT NO. L98-0033, RECORDED UNDER RECORDING NO. 9810059013, RECORDS OF KING COUNTY, WASHINGTON) REVIWED FOR. ODE COMPLIANCE c APMOVED <.v OCT 0 2 2015 - • . City of TuWh BUILDINQ DIVISION RECEIVED CITY OF TUKWILA • SEP 17 20115 PERMIT.CENTER, SAB EY. Architecture 12201 Tukwila Int Blvd - 4th Floor Seattle, WA 98168 206.281.8700 sabey.com `.l a REGISTERED HI CT 41KARA M. ANDERSON S-A E GF A/AS�IIIC-�:N THE PACIFIC INSTITUTE T.I. SUITE 315 THRID FLOOR INTERGATE.WEST BUILDING C 12.101 TUKWILA INT'L BLVD. TUKWILA, WA 98168 MARK DATE DESCRIPTION PROGRESS DATE: 09/14/15 DRAWN BY: BH CHECKED BY: SS APPROVED BY: KA PROJECT NO: _ All drawings and written material appearing herein constitute the original and unpublished work of the Sabey Corporation and the same may not be duplicated, used or disclosed without the written consent of the Sabey Corporation. 1 2 3 4 .6 7 8 10 IF I E D C B A 1/8" = V-0" TRAVEL DISTANCES: 1. MAXIMUM ALLOWED DEAD END CORRIDOR LENGTH: 50'-0" (IBC 1018.4, EXEMPTION 2) 2. MAXIMUM ALLOWED COMMON PATH OF EGRESS TRAVEL: 100'-0" (IBC TABLE 1014.3) OCCUPANCY 3. MAXIMUM ALLOWED EXIT ACCESS TRAVEL DISTANCE: 300'-0" (IBC TABLE 1016.2) SUITES 320 EXIT OR EXIT ACCESS DOORWAY ARRANGEMENTS (IBC 1015 ' 2.1, EXCEPTION 2) MORE THAN 1/3 THE LENGTH OF THE MAXIMUM OVERALL DISTANCE IN BUILDINGS PROTECTED THROUGHOUT BY AN APPROVED SPRINKLER SYSTEM FIELD VERIFY EMERGENCY ILLUMINATION AND EXIT SIGNS. SAdB EY Architecture 12201 Tukwila Int' Blvd - 4th Floor Seattle, WA 98168 206.281.8700* sabey.com c N REGISTERED A , �H I TF T KARA M. A$V�DE 30PN S-A-E U NASHNG-fM THE PACIFIC 1104STITUTE T.I. SUITE 315 THRID FLOOR INTERGATE.VVEST BUILDING C IZIol TUKWILA INT'L BLVD. TUKWILA, WA 98168 MARK DATE DESCRIPTION PROGRESS DATE: 09/14/15 DRAWN BY: BH CHECKED BY: Ss .APPROVED BY: KA PROJECT NO: All drawings and written material appearing herein constitute the original and unpublished work of the Sabey Corporation and the same may not be duplicated, used or disclosed without the written consent of the Sabey Corporation. LIFE SAFETY PLAN 1 2 3 4 5 6 7 8 9 10 DEMOLITION LEGEND: DEMOLITION NOTES_ FLOOR PLAN NOTES. DEMOLITION / CONSTRUCTION KEYNOTES: 0 ES. -- —_— - -- EXISTING TO REMAIN . 1. REFER TO i CONSTRUCTION PLAN AND CEILING PLAN FOR EXTENT OF DEMOLITION. _ 1. REFER TO PROJECT NOTES FOR CONSTRUCTION REQUIREMENTS. 1 O DEMO WALL AND ALL APPURTENANCES. CAP ALL UNUSED UTILITY LINES FROM VISIBLE SIGHT. PATCH AND / (SHOWN SHADED) REPAIR ADJACENT SURFACES AS REQUIRED TO BE SMOOTH, PAINTABLE SURFACES. 2. SAVE AND STORE ALL LIGHT FIXTURES, EXIT SIGNS, DOORS AND HARDWARE FOR REUSE, LION. 2. GENERAL CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT F WO ORK. RK. 3• SAVE ALL EXISTING PLUMBING FIXTURES FOR REUSE, UON. 3. ALL INTERIOR PARTITION, PENETRATIONS, AND OTHER OPENINGS IN THE BUILDING SHELL SHALL BE SEALED, 2 , REMOVE DOOR AND FRAME AND SALVAGE FOR REUSE GASKETED, OR WEATHER STRIPPED AS REQUIRED TO MEET PARTITION RATINGS. — — — — — — — — — — — EXISTING TO BE DEMOLISHED 4. REMOVE ALL TELEPHONE, ELECTRICAL, AND DATA OUTLETS, FIXTURES, PANELS, ETC. FROM ALL DEMOLISHED 3 O DEMO EXISTING ACT CEILING REMOVE / RELOCATE ALL LIGHTING HV , AC, SPRINKLERS, AND FIRE EMERGENCY (SHOWN DASHED) L / PARTITIONS. REMOVE ALL CORRESPONDING CABLES, CONDUIT, WIRING, ETC. ALL THE WAY BACK TO ORIGINATING SOURCE, UON. 4. WHERE PARTITION LAYOUT INTERSECTS EXISTING SHELL/CORE GYPSUM BOARD, REMOVE EXISTING CORNER DEVICES AS NEEDED - UNDER SEPERATE PERMITS BEADS AND OTHER ACCESSONES, ALIGN FACE OF PARTITIONS, TAPE & SAND SMOOTH FOR NEW FINISH. 4 O REMOVE EXISTING DOOR AND FRAME AND SALVAGE FOR REUSE -PROVIDE LARGER OPENING FOR NEW DOOR 5. PROVIDE PARTITION ANCHCR BRACKETS FOR ALL CASEWORK, FIXTURES, EQUIPMENT, & DEVICES MOUNTED ON OR AND SIDE LITE — NEW ATTACHED TO PARTITIONS. . ALL WOOD USED IN INTERIOR FRAMING IS TO BE FIRE-RETARDENT TREATED WOOD. O6. PROVIDE OPENING IN EXISTING WALL FOR RELOCATED DOOR AND FRAME . 7. UON, ALL PARTITIONS A 1 a O PROVIDE DATA OUTLET AND DEDICATED POWER OUTLET FOR PRINTER / COPIER.- UNDER SEPERATE PERMIT 8. DOORS AND CASED OPENINGS WITHOUT DIMENSIONS OR DETAILS ARE TO BE LOCATED 6" FROM ADJACENT WALL \ OR MATCH EXISTING SUITE STANDARD. 7 VERIFY POWER AVAILABLE FOR NEW REFRIDGERATO I O R PROVIDE NEW IF - UNDER SEPERATE PERMIT AREA NOT IN SCOPE E 9 FOR TYPICAL DEVICE MOUNTING HEIGHTS, SEE Al / A-801 8 REPLACE EXISTING CARPET THROUGHOUT WORKROOM - SPECIFICATION T.B.D. O NEW WORKSTATIONS AND FURNITURE (FROM EXISTING STOCK) 9 PROVIDE POWER AND DATA AS NEEDED UNDER O SEPERATE PERMIT 10 NEW PAINT THROUGHOUT- COLOR T.B.D. O D C B y. `} �yyy u\y >y y Wiz; yy; y �/ j� y0 N �0 EOW o �l/,, �✓�\/ y;�y X \ \�/fO'IELO.W�y,,i'\> ! _ _ -- - ,..y ,' �' �/ \ \✓ \� y y , y �TELCO.\/K K. ELEV. . ` \ \� ✓ \, U6BBI�y REF. OPEN OFFICE ✓ sHAFfI ( ! y ' WORK ROOM i y ✓� ✓' ; ✓ `:!/ ;y ;' v �% �. i� ��\ �\y , : �: TELCO �/ ' \iELEV :; . Ix I / 2 � TERRACE Y iy M/ \LAZ x. :�'\/\%\/\`lam 330 i \ \/ \ HALLVIf s . I SUITES 320 TERRACE ,,.. ,,,� N r 6 THIRD FLOOR CONSTRUCTION PLAN DESCRIPTION MARK DATE PROGRESS DATE: 09/14/15 DRAWN BY: BH CHECKED BY: SS APPROVED BY: KA PROJECT NO: All drawings and written material appearing herein constitute the original and unpublished work of the Sabey Corporation and the same may not be duplicated, used or disclosed without the written consent of the Sabey Corporation. 1 2 3 4 5 6 7 8 9 10 SABEY Architecture 12201 Tukwila Int' Blvd - 4th Floor Seattle, WA 98168 206.281.8700 sabey.com �II ,i^a REGISTERED CHI 04') ECT - A A ' AN SON S-n-E GF NASFINC-CM THE PACIFIC I STITUTE T.I. SUITE 3'15 THRID FLOOR INTERGATE.WEST BUILDING C 12.101 TUKWILA INT'L BLVD. TUKWILA, WA 98168 MARK DATE DESCRIPTION PROGRESS DATE: 09/14/15 DRAWN BY: BH CHECKED BY: SS APPROVED BY: KA PROJECT NO: All drawings and written material appearing herein constitute the original and unpublished work of the Sabey Corporation and the same may not be duplicated, used or disclosed without the written consent of the Sabey Corporation. THIRD FLOOR REFLECTED 1 2 g 4 5 6 7a F E 1 C B A SA&SEY Architecture 12201 Tukwila Int' Blvd - 4th Floor Seattle, WA 98168 206.281.8700 sabey.com �9 REGISTERED ARC I T KARA IA. AN ERSON S-A E C,F NASI-INC-ClN THE PACIFIC I'Nk'STITUTE T.I ■ SUITE 315 THRI® PLONK INTERGATE.WEST BUILDING C 12101 TUKWILA INT'L BLVD. TUKWILA, WA 98168 MARK DATE DESCRIPTION PROGRESS DATE: 09/14/15 DRAWN BY: BH CHECKED BY: SS APPROVED BY:,KA PROJECT NO: All drawings and written material appearing herein constitute the original and unpublished work of the Sabey Corporation and the same may not be duplicated, used or disclosed without the written consent of the Sabey Corporation. CONSTRUCTION AND INSULATION OF THE PARTITION AS FOLLOWS: L_ _j FPJ 1 I a INSULATION (PER THIS DETAIL, BELO" CONSTRUCTION OF PARTITIONMALL VERTICAL CONFIGURATION OF PARTITIONMALL PARTITIONMALL SYMBOLOGY FRAMING, INSULATION AND FINISH MATERIALS (OR MASONRY) TO DECK ABOVE NO INSULATION METAL STUDS (20 GAGE MINIMUM), AT DOUBLE BRACE - FASTEN FASTENED TO TRACK DOUBLE BRACE TO BOTH ANGLES AND BRACED PER - I WITH (6) NO 10 SCREWS THROUGH j \ DETAIL AT RIGHT = o BRACE AND BOTH ANGLES + + 20 GAGE MINIMUM ao INSULATION IF NOTED + DEEP LEG TRACK OR J SLOTTED TRACK FOR WALLS T010'-0" - I I METAL STUDS, CUT a BRACE WITH 362S137-33 I 314" SHORT FOR - - AT 8'-0" MAXIMUM OC AND AT EACH MAI I CAIn AI Tr•nk1AT1" nlnr^71^Al I - I 314"DEFLECTION - - S o - - AT SINGLE BRACE - FASTEN ANGLE TO TDA11V%AIITL! /01 KI111n C/`DCIAIC v1_n1-n14 1 rMw vltm I TrIUAL =IJMIG UtZAUN UA I tUUKY A ANU b: I ¢ p GENERAL NOTES: BREAKER TAPE I STEEL -ONLY DECK: STEEL -ONLY DECK: STEEL -ONLY DECK: a ¢ NO 8 SCREWS AT 16 OC 4 WIDE PLATE (20 GAGE NO 8 SCREWS AT 16 OC ANGLE 8" X 3" X 811 "' -' O O I I 20 GAGE MINIMUM DEEP LEG TRACK OR SLOTTED CASING BEAD, TYP OR AT 48" MAXIMUM OC, OR (6) NO 10 SCREWS EE CI_ w m OR ) LONG, LLH (20 GAGE a TRACK TO ALLOW 314" DEFLECTION. MAINTAIN WHERE NECESSARY FOR STEEL AND CONCRETE DECK: I. ' MINIMUM z v=i FASTENERS: STEEL AND CONCRETE DECK: SEISMIC DESIGN CATEGORY C D E AND F: ) 1W o a DEFLECTION CAPACITY AND FIRE -RATING AT ALL i PARTITION ATTACHMENT HILTI X-U 0.157" DIAMETER ¢ o 6 >- I AT PLYWOOD FLOOR MINIMUM 314" CDX : STRUCTURAL MEMBERS HILTI X-U 0.157 DIAMETER POWDER -ACTUATED FASTENERS AT STEEL -ONLY DECK; J - n o ! ) POWDER -ACTUATED FASTENERS AT / SEISMIC DESIGN ¢ 2i o u I I PROVIDE (2) NO 8 X 1 WOOD SCREWS AT FASTEN TRACK TO PLATE WITH 24" OC, EMBED 314" PER ESR-2269 (12) N010 SCREWS o „ 24 OC, EMBED 314 PER ESR-2269 CATEGORY A AND B: z o z I I 24 MAXIMUM OC STAGGERED FOR 1 LAYER STUDS CUT 314" SHORT TO ALLOW 3/4" DEFLECTION (3) NO 8 SCREWS AT 48 MAXIMUM OC FASTEN BRACE TO ANGLE "' - CO I I GYPSUM BOARD EACH SIDE, 16" MAXIMIM SEISMIC DESIGN CATEGORY C, D, E, AND F I SEISMIC DESIGN CATEGORY A, B, C, / J F_ '_ SEISMIC DESIGN CATEGORY C D, E AND F: 11NTH (3) N010 SCREWS O ¢ ¢ ¢ OC STAGGERED FOR 2 LAYERS GYPSUM FASTEN PLATE TO STEEL -ONLY DECK STEEL -ONLY DECK: D, E, AND F: U " _ `-2 AT TOP OF FINISH MATERIALS (WHERE OCCURS) STEEL -ONLY DECK: OR < I.- z a I I BOARD EACH SIDE PROVIDE 314" CLEAR SPACE TO ALLOW 314" WITH (2) NO 8 SCREWS EACH END OF PLATE NO 10 SCREWS AT 12 OC STEEL AND CONCRETE DECK: , D_ NO 10 SCREWS AT 12' OC 1, SEISMIC DESIGN CATEGORY ¢ O ¢ OR OR (4) HILTI X U 0.157 DIAMETER F• U o AT CIP CONCRETE AND POST -TENSIONED DEFLECTION, DO NOT SCREW FINISH MATERIALS OR C, D, E, AND F: ¢ ¢ U) I- I I CONCRETE FLOOR: INTO TOP TRACK - FASTEN INTO STUDS ONLY STEEL AND CONCRETE DECK: TO STEEL AND CONCRETE DECK WITH STEEL AND CONCRETE DECK: POWDER -ACTUATED FASTENERS, (5) NO 10 SCREWS i (2) HILTI X-U 0.157" DIAMETER HILTI X-U 0.157 DIAMETER EMBED 1 112 , MINIMUM 4 I I PROVIDE HILTI X-U 0.157" DIAMETER HILTI ER 0.157 DIAMETER POWDER -ACTUATED FASTENERS, POWDER -ACTUATED FASTENERS AT SPACING PER ESR-2269 POWDER -ACTUATED FASTENERS, EMBED APPLY OR PATCH FIREPROOFING (WHERE POWDER ACTUATED FASTENERS AT it FIREPROOFING IS REQUIRED) AFTER INSTALLATION EMBED 314° ,MIN 4 SPACING PER ESR-2269 18 OC, EMBED 3/4 PER ESR-2269 i 314" PER ESR 2269: 24" MAXIMUM OC 18" OC, EMBED 314"PER ESR-2269 8-0 OC MAXIMUM BRACE SPACING OF TRACK OR STRAPS I I STAGGERED FOR 1 LAYER GYPSUM BOARD i I I EACH SIDE,16" MAXIMUM OC STAGGERED Uj AT PARTITIONS WITH ACOUSTICAL INSULATION, BRACE OF STUDS (OR E7 I a I FOR 2 LAYERS GYPSUM BOARD EACH SIDE ACOUSTICAL NON -ACOUSTICAL INSTALL GYPSUM BOARD 2" SHORT TO DOUBLED STUDS) AT TOP I CD z ACCOMMODATE LARGER ACOUSTICAL SEALANT PARTITION, TYP PARTITION, TYP OF PARTITION PER DETAIL A-801 C) JOINT NEEDED TO ACHIEVE 314" DEFLECTION A PARTITION PERPENDICULAR TO FLUTES B PARTITION OFFSET AND PARALLEL TO FLUTES C PARTITION BETWEEN PARALLEL FLUTES D PARTITION AT DECK EDGEIOPENING E PARTITION BRACED TO DECK O O O O O PTN-TO-FLR CONNECTION FOR INTERSECTION OF NON -RATED PARTITIONS WITH FLUTED METAL DECK ABOVE + SEISMIC SITUATIONS C9 w w z zw m U 0 Z O Q V Q Z p W W W O¢ W W > > ¢ W Z w O Z Z W m F W S io"z i w— W W W J 9` 0 co . LW—L. 1W—iW OU QO I I 0 z 00 z¢ ¢ I— oQ w >w-- UJ W zUi w o DOOR FRAME OR I FIRE ALARM. I"- > Y w WINDOW FRAME o a w U)w W _j U) ¢LU — — — — — — — wUj 6 w W o w THERMOSTAT OR TEMPERATURE SENSOR - - - - - - 2 211 I --- - TELEPHONES, DOOR SWITCHES, DOOR n CONTROLLERS, FIRE ALARM PULL SWITCHES, v; 211 I LIGHT SWITCHES AND SIMILAR ITEMS (THE 2 INTENT IS TO ALIGN TOPS OF ALL ITEMS WHILE ALLOWING ALL OPERABLE PARTS TO 4 BE LESS THAN 4'-0" AFF) o i p J _ CD_ ELECTRICAL RECEPTACLES - o `D SINGLE, GANGED, OR SEPARATED BY 2" J W DEVICE MOUNTING GUIDELINES 112" =1' 0" - L WALL END OR EDGE (WHERE OCCURS) WALL SEGMENT 2'-0" WIDE OR LESS EQUAL 01 EQUAL WINDOW, D R OR "FEATURE" nIAT SEPARATE ALL INTO SEGM D TS L SA,11110 I EMERY Architecture 12201 Tukwila Int' Blvd - 4th Floor Seattle, WA 98168 206.281.8700 sabey.com a REGISTERED - AR , I CT A M. A E ON S A-E I:F NASI-IIJC-GN THE PACIFIC INSTITUTE T.I. SUITE 3'15 THRID FLOOR INTERGATE.WEST BUILDING C 12101 TUKWILA INT'L BLVD. TUKWILA, WA 98168 MARK DATE DESCRIPTION PROGRESS DATE: 09/14/15 DRAWN BY: BH CHECKED BY: SS APPROVED BY: KA PROJECT NO: _ All drawings and written material appearing herein constitute the original and unpublished work of the Sabey Corporation and the same may not be duplicated, used or disclosed without the written consent of the Sabey Corporation. PARTITION TYPES AND INTERIOR DETAILS