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HomeMy WebLinkAboutPermit D17-0260 - INTERNAP - LANDLORD IMPROVEMENTThis record contains information which is exempt from public disclosure pursuant to the Washington State Public Records Act, Chapter 42.56 RCW as identified on the Digital Records Exemption Log shown below. D17-0260 INTERNAP 3355 S 120TH PL #120 RECORDSDIGITAL D-) EXEMPTION LOG THE ABOVE MENTIONED PERMIT FILE INCLUDES THE FOLLOWING REDACTED INFORMATION Pae # Code Exem floe , Bdef x lanat6 Descd floe', statute/Rulle The Privacy Act of 1974 evinces Congress' intent that social security numbers are a private concern. As such, individuals' social security Personal Information — numbers are redacted to protect those Social Security Numbers individuals' privacy pursuant to 5 U.S.C. sec. 5 U.S.C. sec. DR1 Generally — 5 U.S.C. sec. 552(a), and are also exempt from disclosure 552(a); RCW 552(a); RCW under section 42.56.070(1) of the Washington 42.56.070(1) 42.56.070(1) State Public Records Act, which exempts under the PRA records or information exempt or prohibited from disclosure under any other statute. Redactions contain Credit card numbers, debit card numbers, electronic check numbers, credit Personal Information — expiration dates, or bank or other financial RCW 19 DR2 Financial Information — account numbers, which are exempt from 42.56.230(5) RCW 42.56.230(4 5) disclosure pursuant to RCW 42.56.230(5), except when disclosure is expressly required by or governed by other law. Personal Information — Redactions contain information used to prove RCW DR3 Driver's License. — RCW identity, age, residential address, social security 42.56.230 (7a 42.56.230 number or other personal information required to & c) 7a & c apply for a driver's license or identicard. Redacted content contains a communication between client and attorney for the purpose of Attorney -Client Privilege — obtaining or providing legal advice exempt from RCW DR4 RCW 5.60.060(2)(a); RCW disclosure pursuant to RCW 5.60.060(2)(a), 5.60.060(2)(a); 42.56.070(1) which protects attorney-client privileged RCW communications, and RCW 42.56.070(1), which 42.56.070(1) protects, under the PRA, information exempt or prohibited from disclosure under another statute. INTERNAP 3355 S 120 PL D17-0260 Parcel No: Address: 0 City of Tukwila 0 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 1023049082 3355 S 120TH PL 120 Project Name: INTERNAP DEVELOPMENT PERMIT Permit Number: D17-0260 Issue Date: 10/16/2017 Permit Expires On: 4/14/2018 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: SABEY CORPORATION 12201 TUKWILA INTL BLVD 4TH FL , SEATTLE, WA, 98168 BRANDON HARRIS Phone: (206) 277-5266 12201 TUKWILA INTERNATIONAL BLVD 4TH FLO , TUKWILA, WA, 98168 SABEY CONSTRUCTION INC Phone: (206) 281-4200 12201 TUKWILA INTL BLVD 4TH FLOOR, TUKWILA, WA, 98168-5121 SABEYCI033KM Expiration Date: 1/12/2019 SABEY CONSTRUCTION INC 12201 TUKWILA INTL BLVD 4TH FLOOR, TUKWILA, WA, 98168-5121 DESCRIPTION OF WORK: INTERIOR LANDLORD IMPROVEMENTS OF EXISTING SHELL SPACE (OFFICE 42-30 / RM. 285C) IN BUILDING 5, INTERGATE EAST CAMPUS. THE WORK INCLUDES NON -LOAD BEARING WALLS AND ARCHITECTURAL FINISHES. MECHANICAL, ELECTRICAL AND SPRINKLER WILL BE BIDDER DESIGNED. Project Valuation: $90,000.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: IA Electrical Service Provided by: TUKWILA Fees Collected: $2,517.89 Occupancy per IBC: B Water District: 125 Sewer District: VALLEY VIEW Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 Permit Center Authorized Signature: :ASt Date: 1 O- I (7 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: (ACL/q-j-(7,S7 Print Name: J .) 447–krA- 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. Date: (6 - 1 b- 17 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: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 5: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 6: 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. 7: 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). 8: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 0 0 9: 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. 10: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 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: Maintain fire extinguisher coverage throughout. 16: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1010.1.9) 17: 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) 18: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 19: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1010.1.9.1) 20: Aisles and aisle access ways serving as a portion of the exit access in the means of egress system shall comply with the requirements of this section. Aisles or aisle access ways shall be provided from all occupied portions of the exit access which contain seats, tables, furnishings, displays and similar fixtures or equipment. The required width of aisles shall be unobstructed. (IFC 1018.1) 24: 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) 22: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 21: 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). D 26: 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) 25: 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) 27: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 28: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.11 of the International Building Code. 23: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 29: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 30: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 1400 FIRE FINAL 0409 FRAMING 0502 LATH/GYPSUM BOARD 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.L) `,a- (.Q V Project No. Date Application Accepted: .)- 7— 1 7 Date Application Expires: 3 � '.r (� (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.: 102304-9082 Site Address: 3355 South 120th Place, Tukwila, WA 98168 Suite Number: 285C . Floor: 2 Tenant Name:. Internap PROPERTY OWNER Name: Brandon Harris Name: International Gateway East LLC Address: 12201 Tukwila lnt'1 Blvd Address: 12201 Tukwila Intl Blvd City: Tukwila State: WA City: Tukwila State:. WA Zip: 98168 CONTACT PERSON — person receiving all project communication Name: Brandon Harris Address: 12201 Tukwila Int'I Blvd Address: 12201 Tukwila lnt'1 Blvd Phone: (206) 281-8700 Fax: (206) 282-9951 City: Tukwila State: WA Zip: 98168 Phone: (206) 281-8700 Fax: (206) 282-9951 Email: brandonh@sabey.com GENERAL CONTRACTOR INFORMATION Company Name: Sabey Construction Address: 12201 Tukwila Int'I Blvd City: Tukwila State: WA Zip: 98168 Phone: (206) 281-8700 Fax: (206) 282-9951 Contr Reg No.: SABEYCl033KM Exp Date: 12/31/2017 Tukwila Business License No.: BUS -0102122 H:\ApplicationsWorms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-1 I.docx Revised: August 2011 bh New Tenant: ❑ Yes ..No ARCHITECT OF RECORD . Company Name: Sabey Architecure Architect Name: Address: 12201 Tukwila Intl Blvd City: Tukwila State: WA Zip: 98168 Phone: (206) 281-8700 Fax: (206) 282-9951 Email: brandonh@sabey 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): $ .90,0.00. Describe the scope of work (please provide detailed information): INTERIOR LANDLORD IMPROVEMENT OF EXISTING SHELL SPACE (OFFICE 42=30 / RM. 285C) IN BUILDING 5, INTERGATE.EAST CAMPUS. THE WORK INCLUDES NON -LOAD BEARING WALLS AND ARCHITECTURAL FINISHES. MECHANICAL, ELECTRICAL AND SPRINKLER WILL BE BIDDER DESIGNED. Existing Building Valuation: $ Will there be new rack storage? Q Yes 0.. 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 113C :1' Floor 188,298 IA B rd Floor 183,369 1,700 IA B 3rd Floor 183,369 IA Floors . thru Basement Accessory Structure* Attached Garage Detached Garage . Attached Carport Detached Carport Covered .Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an. Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling:. *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 Yes Z No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Z Sprinklers. Z Automatic Fire ❑ None 0 Other.(specify) Will there be storage or use of flammable, combustible or hazardous materials in the building?. 0 Yes Z No If `yes', attach list of materials and storage locations on a separate 8-1/2"x 11 "paper including quantities and Material. Safety Data Sheets. SEPTIC SYSTEM Department. H:\Applications\Forms-Applications On Line \201 J Applications\Permit Application Revised - 8-9-1 I.docx Revised: August 2011 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by g County Health Page 2 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 THF STATE OF WASHINGTON, AND] AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: 11 Date: 69/o 7 / .17 Print Name: g>zi4 f D6 NJ Day Telephone: (206) 281-8700 Mailing Address: 12201 Tukwila Int'1 Blvd Tukwila WA 98168. City State Zip H:\Applications\Forins-Applications On Line \2011 Applications \Permit Application Revised - 8-9-1 I.docx Revised: August 2011 bh Page 4 of 4 Cash Register Receipt City of Tukwila Receipt Number DESCRIPTIONS ACCOUNT PermitTRAK - - . • QUANTITY PAID _- $2,517.89 D17-0260 Address: 3355 S 120TH PL 120 Apn: 1023049082 $2,517.89 Credit Card Fee $73.34 Credit Card Fee R000.369.908.00.00 0.00 $73.34 DEVELOPMENT $2,372.78 PERMIT FEE R000.322.100.00.00 0.00 $1,435.32 PLAN CHECK FEE R000.345.830.00.00 0.00 $932.96 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $71.77 TECHNOLOGY FEE R000.322.900.04.00 TOTAL FEES PAID BY RECEIPT: R12426 0.00 $71.77 $2,517.89 Date Paid: Wednesday, September 27, 2017 Paid By: DOUGLAS GARDNER Pay Method: CREDIT CARD 690378 Printed: Wednesday, September 27, 2017 1:29 1 of 1 PM CRWSYSTEMS INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 D i7 -.O2 QO Project: 'Rh/I` ' Type of Inspection: BUILDING f)INO -[- jN Address: 53555: 12Or�a.+ Date Called: Special Instructions: 41 I /26 Date Wanted: f 2 ^Z -Q - / 7 a r p.m. Requester: /71kTr Phone No: _ /-- MApproved per applicable codes. Corrections required prior to approval. COMMENTS: c44 601 -01116 - Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 P/7-62zeo Project: Ixtec Type of Inspection: Address: 335-0 S /2257 aL, Date Called: Special Instructions: / Date Wanted: //,/-/7 a:m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: - /7 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 D1/7-02106 Project: x#77-�� Type of Inspection: Min6 Address: 33 5' S, 126 J3. 12 Date Called: Special Instructions: (*Li- /, � fi Date Wanted:. a.m. p.m. Requester: fitA,?-a'1 Phone No: 2e42 - .25-5-- 347/ Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: Fm-yfroN&— Inspector: Of' Date: /6-l7-17 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. Lighting Summary LGT-SUM 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 Revised August 2016 Project Info Compliance forms do not require a password to use. Instructional and calculating cells are write - protected. Project Title: INTERNAP OFFICE TI Date 8/21/2017 Applicant Information. Provide contact information for individual who can respond to inquiries about compliance form information provided. For Building Department Use Company Name: HOLMES ELECTRIC Company Address: 600 WASHINGTON AVE S KENT WA 98002 Applicant Name: JOHN MCBRIDE Applicant Phone: 253-234-2853 Applicant Email: JOHN.MCBRIDE@HOLMES.COM Project Description ❑ New Building ❑ Addition Include PROJ-SUM form (included in envelope ❑ Plans Included with lighting complliance forms. ✓ Alteration forms workbook) Building Additions Refer to Section C502.2.6 for additional requirements. Compliance Method Interior lighting Exterior lighting Lighting systems in addition area comply with all applicable provisions as a stand alone new construction project ❑ J Lighting systems in addition are combined with existing building lighting systems to demonstrate compliance ❑ ❑ Addition is combined with existing: For interior lighting projects, include new + existing interior lighting fixture wattage in Proposed Lighting Wattage table in LTG -INT -BLD or LTG -INT -SPACE form. For exterior lighting projects, include new + existing exterior lighting fixture wattage in Proposed Tradable and Proposed Non -Tradable L'ghting Wattage tables in LTG -EXT form. Interior and Exterior Lighting Alterations Select all Lighting Power and Lighting Control elements that apply to the scope of the retrofit project. If project includes combination of spaces where less than 50% of the existing fixtures are replaced in some spaces, and 50% or more of the fixtures are replaced in others, then provide separate lighting power compliance forms for the two retrofit conditions. Spaces undergoing the same type of retrofit may be combined into one lighting power compliance form. Refer to Section C503.6 for additional requirements. a Lighting Power Interior lighting Parking garage Exterior lighting 50% or more of existing are replaced ❑ ❑ ❑ Less than 50% of existing are replaced ❑ ❑ ❑ Lamp and/or ballast replacement only — existing total wattage not increased ❑ ❑ ❑ 50% or more replaced - Total lighting power of new + existing -to -remain fixtures shall comply with total LPA per Sections C405.4.2 and C405.5.2. Include new + existing -to -remain fixtures in Proposed Lighting Wattage table in LTG -INT -BLD, LTG -INT -SPACE or LTG -EXT form. Less than 50% replaced - Total lighting power of new + existing -to -remain fixtures shall not exceed the total lighting power prior to alteration. Include new + existing -to -remain fixtures in the Proposed Lighting Wattage table in LTG -INT -BLD, LTG -INT -SPACE or LTG -EXT form. 50% threshold applies to number of luminaires for interior spaces and parking garages, and total installed wattage for exterior luminaires. Lighting Controls Interior lighting Parking garage Exterior lighting ��AA fn1 11 alt oV i VAIEtalitfol§� o'VtF vN1i ii�g APPROVED ti OCT 11 . City of Tukwila IF ogisworaktibSiAN2 terior-or-,ex4eriorfig CC^^pp hall be /"' NCE 2011 . space are not New wiring installed to serve added fixtures and/or fixtures relocated to new circuit(s) ❑ ❑ . New or moved lighting panel ❑ ❑ ❑ Interior space is reconfigured - luminaires unchanged or relocated only ❑ New wiring or circuit - For interior light'ng, provide required manual controls per C405.2.3, occupancy sensor controls per C405.2.1, daylight responsive controls per C405.2.4 and application specific lighting controls per C405.2.5. For exterior lighting, provide required controls per C405.2.7. New or moved panel - Provide all applicable lighting controls as noted for New Wiring and automatic time switch controls per C405.2.2. Reconfigured interior space - Provide all required lighting controls that apply to a new interior space. Application specific lighting control provisions per C405.2.5 do not apply to reconfigured spaces. systems and existing uses and configuration changed. Change of Space Use ❑ Existing interior lighting systems in areas under -going a change in space use are upgraded to comply with LPAs for the new space types per Tables C405.4.2(1) or C405.4.2(2). Identify interior spaces requiring LPD upgrade to the current Code in Proposed Lighting Wattage table in LTG -INT -BLD or LTG -INT -SPACE form. RECEIVED AMINIM . Ink no. r. -- -- ---- — tY7 SEP 2 7 2017 PERMIT CENTER Lighting Summary, cont. LGT-SUM 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 Revised August 2016 Project Title: INTERNAP OFFICE TI Date 8/21/2017 Interior Lighting System Description BUILDOUT OF TI OFFICE OFFICE SPACE IN PREVIOUSLY UNUSED SPACE Interior Lighting Power Allowance Method ❑ Building Area Method - Space -by -space Method Select method used in project. Interior Lighting Controls -' All C405.2.1 - C405.2.8 Controls C405.2 Exception 5 Luminaire Level Lighting Control (LLLC) Additional Efficiency Package Option C406.4 Enhanced digital lighting controls To comply with C406.4, no less than 90% of the total installed interior lighting power shall comply with the required controls per C406.4. Dwelling Unit Interior Lighting Permanently installed interior lighting fixtures in dwelling units comply with: 0 C405.2 thru C405.5 Commercial Lighting Controls and LPA 0 C406.3 High Efficacy Lighting 0 Exterior Lighting System Description NONE Interior Lighting - Space -By -Space Method LTG -INT -SPACE 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 Revised August 2016 Project Title: INTERNAP OFFICE TI Date 8/21/2017 Calculation Area NOTE 8 Q Q Addition - O Addition stand alone + existing Q Spaces where < 50% of Q Spaces where >_ 50% of Q luminaires are replaced luminaires are replaced For Building Department Use LPA Calculation Type @ Standard Q Additional Efficiency Package Option Q C406.3 Reduced Interior Lighting Power To comply with C406.3, the Proposed LPD shall be 25% lower than the Target LPA. Refer to C406.3 for additional requirements. Maximum Allowed Lighting Wattage NOTE 1 15 Location (plan #, room #) Space Type Height'—'` 2 Gross Interior Area in ft2 Allowed Watts per ft2 Watts Allowed (watts/ft2 x area) 285C-1 Office: Open plan Office: Enclosed 940 0.780 733 285C-2 Lounge/breakroom: all other 6 122 0.580 71 285C-3 Office: Enclosed 48 135 0.890 120 285C-4 Conference/meeting/multipurpose 4 360 0.980 353 285C-5 Computer room 39 1.370 53 Lobby Art/Exhibit Display Allowance from LTG -INT -DISPLAY NOTE 8 Total Area Retail Display 1596 LTG -INT -DISPLAY Allowed Watts Allowance from 1331 Proposed Lighting Wattage "'t' Location (plan #, room #) Fixture Description NOTE a, s, s Number of Fixtures Watts/ Fixture NOTE 7 Watts Proposed 285C-1 Office: Open plan 15 48 720 285C-2 Lounge/breakroom: all other 1 48 48 285C-3 Office: Enclosed 2 48 96 285C-4 Conference/meeting/multipurpose 6 48 288 285C-5 Computer room 1 48 48 285C-1 EXIT SIGN 1 4 4 Proposed Retail Display Lighting from LTG -INT -DISPLAY Total Proposed Watts may not exceed Total Allowed Watts for Interior Lighting Total Proposed Watts 1204 Interior Lighting Power Allowance COMPLIES Note 1 - List all unique space types per Table C405.4.2(2) that occur in the project scope. Select space type category per from drop down menu. Note 2 - Indicate ceiling height for atriums and spaces utilizing the ceiling height adjustment per Table C405.4.2(2), Footnotes d thru f. Note 3 - List all proposed lighting fixtures including exempt lighting equipment and existing -to -remain fixtures. Note 4 - For proposed Fixture Description, indicate fixture type, lamp type (e.g. T-8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. Note 5 - For lighting equipment eligible for exemption per C405.4.1, note exception number and leave Watts/Fixture blank. Note 6 - Existing -to -remain fixtures shall be included in the Proposed Lighting Wattage table in the same manner as new fixtures. Identify as existing in fixture description. Note 7 - For proposed Watts/Fixture enter the luminaire wattage for installed lamp and ballast using manufacturer or other approved source. For luminaires with screw-in lamps, enter the manufacturer's listed maximum input wattage of the fixture (not the lamp wattage). For low voltage lighting, enter the wattage of the transformer. For line voltage track/busway systems, enter the larger of the attached luminaire wattage or 50 watts/lineal foot, or enter the wattage limit of permanent current limiting device. Note 8 - Lobby Art/Exhibit Display Allowance is independent of the Maximum Allowed Lighting Wattage. Note 9 - Calculation Area Details: a. Lighting fixtures in a building addition may comply as a stand alone project, or they may be combined with the overall existing building lighting systems to demonstrate compliance. Refer to C502.1. b. For alterations and building additions, provide Space Types and gross interior areas in the Maximum Allowed Lighting Wattage table. If a building addition will comply as combined with the overall existing building lighting systems, include all applicable existing Space Types and gross interior areas. c. If less than 56% of existing lighting fixtures will be replaced, provide total existing lighting wattage (prior to alteration) in the space provided qERMIT COORD COPYd PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0260 DATE: 09/27/17 PROJECT NAME: INTERNAP SITE ADDRESS: 3355 S 120 PL X Original Plan Submittal Response to Correction Letter # Revision # before Permit. Issued Revision # after Permit Issued DEPARTMENTS: C Building Division tyk A)/11— ii -j>?) -11 Public Work 4119\ /WC to --(0-1 Fire Prevention Structural tAtAr3 tJ/A-140-17 Planning Division ❑ Permit Coordinator PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 09/28/17 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 10/26/17 Approved Corrections Required ❑ Approved with Conditions (corrections entered in Reviews) Denied (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: LL Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: 12/18/2013 SABEY CONSTRUCTION INC Home. Espanol Contact: Safety & Health Washington State Department of 40 Labor & Industries Claims & Insurance Search L&I A-Zindex Help Workplace Rights 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 SABEY CORPORATION DAVID A SABEY; JOHN D SABEY; PATRICIA SEWELL; 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 05/14/1997— 01/12/2019 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 Active. Meets current requirements. $12,000.00 Effective date 12/31/2004 Expiration date Until Canceled $1,000,000.00 Effective date Page 1 of 3 My L&i Trades & Licensing Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601532164&LIC=SABEYCI033KM&SAW= 10/16/2017 SABEY CONSTRUCTION INC 11/03/2016 Insurance history Savings ........... _ ............ (in lieu of bond) Received by L&I Release date N/A Savings account ID 11/01/2016 Expiration date 04/30/2018 $6,000.00 Effective date 04/21/1994 Impaired date N/A Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts .......................................... No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. L&I Account ID Account is current. 331,221-02 ...................... _...... Doing business as SABEY CONSTRUCTION Estimated workers reported Quarter 2 of Year 2017 "11 to 20 Workers" L&I account contact TO / JULIE SUR (360)902-4715 - Email: SURJ235@Ini.wa.gov Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes No strikes have been issued against this contractor. Contractors not allowed to bid No debarments have been issued against this contractor. Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for. Inspection results date 07/02/2015 Inspection no. 317936768 Location 2200 M St. NE Quincy, WA 98848 Inspection results date 01/18/2012 Inspection no. 315201244 Location 2200 M street NE Quincy, WA 98848 No violations No violations Page 2 of 3 J Washington State Dept. of Labor & Industries. Use of this site is subject to the laws of the state of Washington. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601532164&LIC=SABEYCI033KM&SAW= 10/16/2017 1 REFERENCE SYMBOLS ABBREVIATIONS PROJECT DIRECTORY DRAWING INDEX XX xx xx 0 ADDITIONAL ABBREVIATIONS ARE DEFINED IN LEGENDS THROUGHIOUT AC ASPHALTIC CONCRETE ID ACC ACCESSIBLE INCL ACP ACOUSTICAL CEILING PANEL INFO ' ACST ACOUSTICAL INSUL AD AREA DRAIN INT ADDM ADDENDUM IWD ADJ ADJUSTABLE AFF ABOVE FINISHED FLOOR JAN AHU AIR HANDLING UNIT JT ALT ALTERNATE ALUM ALUMINUM KIT ANDD ANODIZED APPROX APPROXIMATE L APT APARTMENT LAM ARCH ARCHITECT, ARCHITECTURAL LAU AUTO AUTOMATIC LAV AV AUDIO VISUAL LT AWP ACOUSTICAL WALL PANEL(S) LTG BB BULLETIN BOARD MAS BD BOARD MATL : BLKG BLOCKING MECH BO BOTTOM OF MED BOT BOTTOM MEMB. BRG BEARING MEZZ BRZ BRONZE MGT BSMT BASEMENT MFL BUR BUILT UP ROOFING MFR MH CAB . CABINET MIN CB CATCH BASIN MISC CEM CEMENT, CEMENTITIOUS . MO CER CERAMIC , MS CG CORNER GUARD MTD CH COAT HOOK MTL CI CAST IRON MVBL CJ CONTROL JOINT CIP CAST -IN-PLACE N .. NIC CL CENTERLINEOrMachanicai CLG CEILING NO CLO CLOSET NOM CLR CLEAR NTS CMU CONCRETE MASONRY UNIT OC CO CLEAN OUT, CASED OPENING/ OH COL COLUMN OD COMM COMMUNICATION GONG CONCRETE OPNG . CONNECTION, CONNECT OPP ORD CONSTR CONSTRUCTION OTS CONT CONTINUOUS, CONTINUE CRR CORRIDOR C CARPET _ PBD CSWK CASEWORK PRCST CTR CENTER PD CU CUBIC PERP D DEEP, DEPTH PLAM DBL DOUBLE PLAS DEMO DEMOLISH, DEMOLITION PLYWD DET DETAIL PNL . DF DRINKING FOUNTAIN PL DIA DIAMETER PRKG DIAG DIAGONAL, DIAGRAM PROP DIM DIMENSION DIV DIVIDE, DIVISION PT DMPF DAMPPROOF, DAMPPROOFING PTN DN DOWN :, DR DOOR, DRESSING ROOM R DS DOWNSPOUT RCP DW DISHWASHER RD DWG DRAWING REF DWR DRAWER REF REINF E EAST READ EIFS _ E`;TERIOR INSULATION AND REV FINISH SYSTEM RFG EJ EXPANSION JOINT RM RO ELcCTRICELECTRICALHEIGHT , ELEV ELEVATOR S ENCL ENCLOSE, ENCLOSURE SCWD EP ELECTRIC PANEL EQ EGlUAL SD EQUIP EQUIPMTOR SECT ESCAL ESCALATOR SG EXH EXHAUST SGL EXP EXPANSION, EXPOSED EXIST EXISTING SHT SHTHG SIM FA FIRE ALARM SPEC FCIO FURNISHED BY CONTRACTOR/ SPKLR INSTALLED BY OWNER SPKR FD FLOOR DRAIN SQ FDC FIRE DEPARTMENT SS CONNECTION SST FDTN FOUNDATION STC FE FIRE EXTINGUISHER STD FEC FIRE EXTINGUISHER STL CABINET STOR STRUCT FH FIRE HYDRANT SUSP FHC FIRE HOSE CABINET FIG FIGURE T FIN FINISH, FINISHED T&G FLEX . FLEXIBLE TEL FLR FLOOR, FLOORING TEMP TER FLUOR FLUORESCENT. FO FACE OF, FINISHED OPENING THK FOIC FURNISHED BY OWNER/ INSTALLED BY CONTRACTOR TO FP FIRE PROTECTION, FIREPROOF TSTAT FR FRAME, FIRE RATED TV FRMG FRAMING TYP FRT FIRE RETARDANT TREATED FT FOOT, FEET UIC FTG FOOTING UGND FLIT FUTURE UNFIN FVC FIRE HOSE VALVE CABINET LION FWC FABRIC WALL COVERING FWP FABRIC WRAPPED PANEL(S) VEST VNR GA GAGE VR GALV GALVANIZED GEN GENERAL, GENERATOR VWC GFRC GLASS -FIBER REINFORCED CONCRETE W GFRG GLASS FIBER W/ REINFORCED GYPSUM W/O GFRP GLASS -FIBER WC p� WD „cINFORCED PLASTIC GL GLASS WH GYP GYPSUM WP GYP BD GYPSUM BOARD WR WT H HIGH WWF HB HOSE BIBB HCWD HOLLOW CORE WOOD HD HAND DRYER XFMR HDBD HARDBOARD HDW HARDWARE HDWD HARDWOOD HM HOLLOW METAL HO HOLD OPEN • HORIZ HORIZONTAL HR HOUR HT HEIGHT HVAC HEATING, VENTILATING, AND AIR CONDITIONING THE DRAWING SET. NSIDE DIAMETER NCLUDE, INCLUDING NFORMATION NSULATE, INSULATION NTERIOR DI ECT WASTE DRAIN N R JANITOR JOINT KITCHEN LONG LAMINATE, LAMINATED LAUNDRY LAVATORY LIGHT LIGHTING MASONRY . MATERIALSEATTLE MECHANICAL MEDIUM MEMBRANE MEZZANINE MANAGEMENT MAXIMUM FORESEEABLE LOSS MANUFACTURE, MANUFACTURE MANHOLE MINIMUM MINUTE MISCELLANEOUS MASONRY OPENING MOP SINK MOUNTED METAL MOVABLE NORTH NOT IN CONTRACT NUMBER NOMINAL NOT TO SCALE ON CENTER OVERHEAD OUTSIDE DIAMETER OPENING OPPOSITE OVERFLOW ROOF DRAIN OPEN TO STRUCTURE ABOVE PARTICLEBOARD PRECAST PLANTER DRAIN PERPENDICULAR PLASTIC LAMINATE PLASTER»,v PLYWOOD PANEL PROPERTY LINEPR PAIR PARKING PROPERTY PAINT, POINT, PRESSURE TREATED PARTITION RADIUS, RISER REFLECTED CEILING PLAN ROOF DRAIN, ROAD REFER TO, REFERENCE REFRIGERATOR REINFORCED, REINFORCINGIt REQUIRED REVISED, REVISION ROOFING ROOM ROUGH OPENING SOUTH, SPANDREL SOLID CORE WOOD SCHEDULE STORM DRAIN SECTION SAFETY GLASS SINGLE SHEET SHEATHING SIMILAR SPECIFICATION SPRINKLER SPEAKER SQUARE SERVICE SINK STAINLESS STEEL SOUND TRANSMISSION CLASS STANDARD STEEL STORAGE STRUCTURAL SUSPENDED TREAD, TEMPERED TONGUE AND GROOVE TELEPHONE TEMPERATURE, TEMPORARY TERRAllO THICK, THICKNESS. TOP OF THERMOSTAT TELEVISION TYPICAL UNDER COUNTER UNDERGROUND UNFINISHED UNLESS OTHERWISE NOTED VERTICAL VESTIBULE VENEER VAPOR RETARDER VINYL WALLCOVERINGOab WEST, WIDE WITH WITHOUT WATER CLOSET, WALLCOVERING WOOD WALL HYDRANT WEATHERPROOF, WATERPROOF, WATERPROOFING, WORK POINT WATER RESISTANT WEIGHT WELDED WIRE FABRIC TRANSFORMER ARCHITECT IDESIGNER: PLUMBING ENGINEER: A-001 COVER SHEET AND PROJECT INFORMATION A-002 NOTES AND SPECIFICATIONS A-003 SITE PLAN A-005 LIFE SAFETY PLAN A-101 FLOOR PLANS AND RCP A-601 DOOR, FINISH, DEVICE MOUNTING SCHEDULES AND DETAILS A-801 PARTITION TYPES AND CEILING DETAILS REVISIONS No Changes 517 li hrt r ,� n►ade to the sco pe of wo, tc t�rrthoul pno� approval of Ttitc���i� Bt�iiding Division. iiC}TL FCt�Si c�, v.11lregUire a new to and may plan submiitat tnt:iGde add�ttOnal plan re' a w lees. SABEY ARCHITECTURE TBD - Bidder Design Build by G.C. 12201 TUKWILA INT L BLVD, FOURTH FLOOR SEATTLE, WA 98168 TEL (206) 281-8700 FAX (206)282-9951 MECHANICAL ENGINEER: A XXX A. XXX BUILDING SECTION INDICATOR U A.XXX WALL SECTION INDICATOR ATTN: BRANDON HARRIS TBD - Bidder Design Build by G.C. EMAIL brandonh@sabey.com BUILDING OWNER: ELECTRICAL ENGINEER. XX A \i — — -XXX / \ 1 1 ENLARGED DETAIL INDICATOR — i SECTION DETAIL INDICATOR INTERNATIONAL GATEWAY EAST LLC TBD -Bidder Design Build by G.C. 12201 TUKWILA INTL BLVD, FOURTH FLOOR SEATTLE, WA 98168 CONTACT: BRANDON HARRIS E ENGINEER: FIRE 1 LIFE SAFETY XX ®to0 TBD -Bidder Design Build by G.C. GENERAL CONTRACTOR: A -XXX A XXX A XXX SABEY CONSTRUCTION 12201 TUKWILA INT'L BLVD, FOURTH FLOOR WA 98168 TEL (206) 281 8700 PLUMBING, MECHANICAL, ELECTRICAL, FAX (206) 282-0920 LIFE SAFETY PERMITS UNDER SEPERATE CONTACT GLENN PARRY SUBMITTALS. EXTERIOR ELEVATION INDICATOR INTERIOR ELEVATION INDICATOR - lir MATCH LINE ©0 — — SEE XXIA-XXX MATCH LINE INDICATOR DRAWING REVISION INDICATOR BUILDING ADDRESS VICINITY MAP 41111 EXISTING COLUMN GRIDLINE INDICATOR 0 I CI NEW COLUMN GRIDLINE INDICATOR 11111 :. ' 2 SE F'ARA i E PERMIT i RLQUt t D FOR: �tectriCal i mbing t. las Piping INTERGATE.EAST, BUILDING 5 3355 S. 120TH PLACE TUKWILA, WA 98168 EL XXX.XX EL. XXX' -XX" DATUM INDICATOR OR WORK POINT SPOT ELEVATION INDICATOR G y 2 12CONN Cit' of Tukwila �#Ip_ +tp!G DIVISION �� ;: N • DUWAMISH HWY 599 »A•«,,,,F». S 120TH i 3£ti € fi Y i ;®° RIVER PL \ 3 S. 124TH ST. , PROJECT SITE �( SCOPE OF CORK <E XXXXX EQUIPMENT INDICATOR ROOM NAME X XXXXX > FIXTURE INDICATOR XXXX <F XXXXX > FURNITURE INDICATOR INTERIOR LANDLORD IMPROVEMENT OF EXISTING SHELL SPACE (OFFICE 42-301 RM. 285C) IN BUILDING 5, INTERGATE.EAST CAMPUS. THE WORK INCLUDES NON -LOAD BEARING WALLS AND ARCHITECTURAL FINISHES. MECHANICAL, ELECTRICAL AND SPRINKLER WILL BE BIDDER DESIGNED. <G XXXXX > GRAPHIC/SIGNAGE INDICATOR ROOM INDICATOR MISCELLANEOUS INDICATORS ® (-F xxxxxx) (DOOR) OPENING INDICATOR FINISH INDICATOR XX (XX -XX AFF WINDOW INDICATOR CEILING HEIGHT INDICATOR MATERIAL (PER FINISH LEGEND) FINISH (PER FINISH LEGEND) ®yet ®, ® ► �� ® 2XX'-XX" r4t74 Irl . CODE AND BUILDING INFORMATIONELEC ® MAT ® XX XX XX AFF WALL TYPE INDICATOR CEILING HEIGHT/MATERIAL/FINISH INDICATOR a44•4- . � � v NSCHED PROJECT NAME: INTERNAP OFFICE'fENANT IMPROVEMENT SITE ZONING: MICIH KING COUNTY ASSESSOR'S PARCEL NUMBERS: 102304-9082 APPLICABLE CODES: w "QMOUNTED iddio NFE ¢ z. ,— M TO WALL X.X > WITH BRACKET FEC IN WALL MOUNTED KEYNOTE CABINET \ LEGAL D ES C RI D 1 TIO N FIRE EXTINGUISHERS BUILDING CODE: 2015 INTERNATIONAL BUILDING CODE (WAC 51-50) • MECHANICAL CODE 2015 INTERNATIONAL MECHANICAL CODE (WAC 51-52) PLUMBING CODE: 2015 UNIFORM PLUMBING CODE (WAC 51-56) ELECTRICAL CODE: 2015 INTERNATIONAL ELECTRICAL CODE WITH WASHINGTON STATE AMENDMENTS ENERGY CODE: 2015 WASHINGTON STATE ENERGY CODE WAC 51-11C ( ) FIRE CODE: 2015 INTERNATIONAL FIRE CODE (WAC 51.54A) FUEL GAS CODE: 2015 INTERNATIONAL FUEL GAS CODE ACCESSIBILITY CODES: WASHINGTON STATE ACCESSIBILITY CODE (WAC 51-50) USE GROUP AND OCCUPANCY: NON RATED PARTITION ( ) EXISTING TO REMAIN LOT 5, BOUNDARY LINE ADJUSTMENT N0. L02-057, RECORDED UNDER RECORDING N0.20030327900002, AS AMENDED BY RECORDING N0.20030725001852, RECORDS OF KING COUNTY, WASHINGTON. '. 1� .. Plan review approval is subject 1A proval Of COnStCtlCtlon dt%CtJiii�ft the violation Of anyadopted pt code Of approved FIBtd Capt rid '' By. i to +nror� and omiJ�lonsg. S d 11th JauthOrlZ� or ordinance I =Opt 'oltltT3�a to tl. , — - — - — - — (1 -HOUR RATED PARTITION) (SHOWN SHADED) — - - - — - — 2 -HOUR RATED PARTITION) ( — � � — - - - — - - - — (3 HOUR RATED PARTITION) EXISTING TO BE DEMOLISHED L, / (SHOWN DASHED) - - - - (4 -HOUR RATED PARTITION) SMOKE BARRIER NEW.....i TYPE OF WORK S 5 g 5 SMOKE PARTITION PARTITIONS n� RCP SYMBOLS Date: (G -_) 7 City of Tukwila BUILDING DIVISION NO CHANGE TO OCCUPANCY GROUP OCCUPANCY: B (OFFICE) EXISTING TYPE OF CONSTRUCTION: HVAC DIFFUSERS ICC CONSTRUCTION TYPE IA NUMBER OF STORIES: CEILING•MOUNTED 2'X2' FLUORESCENT LIGHT 17 7 L\ (SIZE AND TYPE PER GENERAL NOTES O STORIES ABOVE GRADE PLANE 3 STORIES BELOW GRADE PLANE: 0 SEISMIC DESIGN CATEGORY: MECHANICAL DRAWINGS)VERT. CEILING MOUNTED 2'X4' FLUORESCENT LIGHT CEILING MOUNTED 1 ' D PROPOSED AREA OF REMODEL: 1. DO NOT SCALE THE DRAWINGS. 2. VERIFY FIELD CONDITIONS PRIOR TO COMMENCEMENT OF EACH PORTION OF THE WORK. 3. THE CONTRACT DOCUMENTS ARE COMPLEMENTARY, AND WHAT IS REQUIRED BY ONE 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 THE ARCHITECT FOR RESOLUTION OF ALL DISCREPANCIES PRIOR TO CONSTRUCTION. 4. 4. DIMENSIONS ARE TO THE STRUCTURAL GRID OR TO FINISH SURFACES, UNLESS OTHERWISE INDICATED. 5. DOORS AND CASED OPENINGS INDICATED NEARBY WALL INTERSECTIONS, SHALL BE 1 REVIEWED FOR CODE cOMPLIAIQiCE APPROVED OCT It at Ila 1 ._ Lt !WI la Bl a VISION 1'X4' FLUORESCENT LIGHT (HIDDEN) CEILING MOUNTED17 HVAC RETURNS/EXHAUSTS AND TYPE PER [X I I STRIP FLUORESCENT LIGHT (EXPOSED) CEILING -MOUNTED (SIZE MECHANICAL DRAWINGS) 1,700 SF OF PROJECT AREA C EL IRE RATINGS: CORE A SHELL F t— — —I STRIP FLUORESCENT LIGHT CEILING MOUNTED HVAC ITEMS AS EXISTING - NO CHANGE INTERIOR FINISHES: WALL -MOUNTED T 1 STRIP FLUORESCENT LIGHT p DOWNLIGHT po ACCENT DOWNLIGHT V\ CEILING -MOUNTED ACCESS PANEL PER TABLE 803.9 CLASS C FINISHES WITH EXCEPTION OF EXITS WHERE CLASS B IS USED MEANS OF EGRESS: SEE A-005 - LIFE SAFETY PLAN PARKING: 0> WALL -WASHER DOWNLIGHT SCONCE -TYPE 6 (WALL -MOUNTED) LIGHT ® CEILING -MOUNTED EXIT LIGHT CEILING -MOUNTED FIRE SPRINKLER LOCATED SO THAT THE EDGE OF THE FINISH OPENING IS SIX INCHES FROM THE FACE OF THE NEARBY WALL UNLESS OTHERWISE INDICATED. ALL OTHER DOORS AND CASED OPENINGS SHALL BE CENTERED BETWEEN ADJACENT WALL INTERSECTIONS. 6. ITEMS INDICATED AS BIDDER DESIGNED SHALL BE DESIGNED AND ENGINEERED BY THE CONTRACTOR AND/OR SUBCONTRACTOR IN COMPLIANCE WITH APPLICABLE LEGAL REQUIREMENTS, INCLUDING COMPREHENSIVE ENGINEERING ANALYSIS BYA QUALIFIED PROFESSIONAL ENGINEER, USING PERFORMANCE AND DESIGN CRITERIA INDICATED. RECEIVED CITY OF TUKWILA SEP 27 2017 PERMIT CENTER NO CHANGE TO PARKING IS PROPOSED IN CONJUNCTION WITH THE PROJECT. PARKING DEMANDS AS A RESULT OF COMMERCIAL TI ARE MET BY EXISTING SITE PARKING FACILITIES. ALL ACCESSIBLE SITE FEATURES AND PARKING STALLS ARE PROVIDED PER THE BUILDING LANDLORD. WALL -MOUNTED EXIT LIGHT STANDARD LIGHT FIXTURES ® CEILING -MOUNTED SPEAKER SABEY Architecture 12201 Tukwila Int' Blvd - 4th Floor Seattle, WA 98168 206.281.8700 sabey.com INTERNAP OFFICE TI INTERGATE.EAST, BLDG 5 3355 S 120TH PLACE TUKWILA, WA 98168 09/01/17 PERMIT 08/04/17 REVIEW MARK I DATE I DESCRIPTION PROGRESS DATE: 09/01/17 DRAWN BY: BH CHECKED BY: APPROVED BY: KA PROJECT NO: D17 - 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. COVER SHEET AND PROJECT INFORMATION A-001 2 PROJECT E T NOTES DIVISION I - GENERAL CONDITIONS 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 (NEW CONSTRUCTION ONLY) TO THE PARTITION HEADS AND CEILING GRID, 6. CONTRACTOR SHALL PROVIDE ANID LOCATE ACCESS PANELS AS REQUIRED AFTER INSTALLATION OF MECHANICAL DUCTS, PLUMBING, AND ELECTRICAL WORK. FIRE RATE AS REQUIRED, , 7. ALL DRYWALL TO BE 5/8" TYPE"X" UNLESS OTHERWISE NOTED. PROVIDE"M/R" TYPE DRYWALL WHERE REQUIRED BY CODE AND AT ALL TOILET ROOMS AND BEHIND CERAMIC TILES, UON: 8. INSTALL CORNER BEADS AT ALL EXTERNAL CORNERS. INSTALL METAL EDGE TRIM AT AT WHENEVER EDGE OF GYPSUM BOARD WOULD OTHERWISE BE EXPOSED OR SEMI -EXPOSED. 9. PRIOR TO RECEIVING FINISH ALL SURFACES SHALL BE PROPERLY PREPARED AS REQUIRED TO RECEIVE FINAL FINISHING AS SPECIF=IED. 10. 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. 11. NON-STRUCTURAL METAL FRAMING OUTLINE SPECIFIATION:` A. SYSTEM DESCRIPTION: 1. SELECT FRAMING SYSTEMS, GAGES, SUPPORTS BRACING, AND CONNECTIONS AS NECESSARY TO RESIST THE. STRUCTURAL DESIGN LOADS SPECIFIED. 2. PARTITION FRAMING SHALL CONFORM TO THE WIDTHS INDICATED, UNLESS APPROVED OTHERWISE: PROVIDE HEAVIER GAGES AND DECREASED STUD SPACING AS NECESSARY TO MEET THE STRUCTURAL REQUIREMENTS. 3. STRUCTURAL REQUIREMENTS: A. DESIGN LOADS: 5 POUNDS PER SQUARE FOOT UNIFORM LIVE LOAD, PLUS DEAD LOADS: B. DEFLECTION REQUIREMENTS: MAXIMUM OF 1/240 THE SPAN: C. SELECT FRAMING MEMBERS BASED ON THE MANUFACTURER'S PUBLISHED SPAN TABLES. B. CODE REQUIREMENTS: PROVIDE HE HOURLY FIRE RATINGS INDICATED AND SPECIFIED. ASSEMBLIES 1. PRO E ASSEMBLIES MEETING T SHALL HAVE BEEN TESTED IN ACCOIRDANCE WITH ASTM E119, AND SHALL BE APPROVED BY THE LOCAL JURISDICTIONAL CODE AUTHORITIES COORDINATE INSTALLATION OF OTHER MATERIALS THAT ARE A PART OF EACH ASSEMBLY. 2. FIRE RATED CONSTRUCTION JOINT ASSEMBLIES AT PARTITION HEADS SHALL HAVE BEEN SUCCESSFULLY TESTED IN ACCORDANCE WITH THE DYNAMIC REQUIREMENTS OF UL 2079, INCLUDING HOSE STREAM TEST, TO MEET THE HOURLY FIRE RATINGS OF THE CONSTRUCTION BEING SEALED. C. MATERIALS: 1. LIGHT GAGE METAL FRAMING: ASTM C645; GALVANIZED; PROVIDE "C" SHAPED STUDS, U SHAPED RUNNERS, HAT SHAPED FURRING CHANNELS, AND OTHER SIZES AND SHAPES AS INDICATED; MINIMUM 20 GAGE. 2. FIRE RATED PARTITION HEAD SYSTEMS: A. RUNNER: "FIRE TRAK" BY FIRE TRAK CORPORATION, KIMBALL MN (612-398-7800). B. MINERAL WOOL PACKING MATERIAL AND VOID FILL MATERIAL PER UL RATED ASSEMBLIES FOR DYNAMIC WALL HEAD CONDITIONS AS DETAILED IN THE DRAWINGS. 3. SCREWS: SELF -TAPPING; LOW PROFILE HEAD. 4. OTHER FRAMING MATERIALS: FURNISH IN ACCORDANCE WITH ASTM C754: D. PARTITION FRAMING: 1. RUNNERS: A. SECURE FLOOR RUNNERS WITH FASTENERS AT MAXIMUM 24 INCHES O.C. AT CONCRETE FLOORS, USE POWDER DRIVEN FASTENERS OR DRILLED IN CONCRETE ANCHORS. VERIFY LOCATION OF TENDONS AND CONDUIT WHICH MAY BE EMBEDDED IN CONCRETE FLOORS. B. WHERE WALLS ARE INDICATED AS NOT BEING CONTINUOUS TO STRUCTURE ABOVE, ATTACH TOP RUNNER TO ACOUSTICAL CEILING GRID WITH SCREWS AT 24 INCHES ON CENTER. PROVIDE SPACER STRIP BETWEEN RUNNER AND CEILING SUSPENSION SYSTEM TO ALLOW TEGULAR OR REVEAL EDGE ACOUSTICAL PANELS TO CLEAR PARTITION: C. INSTALL FIRE RATED PARTITION HIEAD SYSTEMS IN ACCORDANCE WITH THE UL ASSEMBLIES INDICATED ON THE DRAWINGS TO MEET THE SPECIFIED FIRE RATING REQUIREMENTS. D. PROVIDE 2 INCH EXTENDED LEG OVERHEAD TRACK AT FULL HEIGHT PARTITIONS SUBJECT TO STRUCTURAL DEFLECTION. 2. UNLESS INDICATED OTHERWISE, INSTALL STUDS VERTICALLY AT 16" ON CENTER, AND NOT MORE THAN 2 INCHES FROM ABUTTING CONSTRUCTION, AT EACH SIDE OF OPENINGS, AND AT CORNERS: 3. BRACE PARTITION FRAMING SYSTEM AND MAKE RIGID. PROVIDE DIAGONAL STUD BRACING AT 8 FT ON CENTER AT ALL FRAMING THAT DOES NOT EXTEND TO STRUCTURE. 4: INSTALL DOUBLE STUDS CONTINUOUS FROM FLOOR TO TOP TRACK AT THE JAMB OF EACH DOORFRAME AND CASED OPENING. STUDS SHALL HAVE THE SAME GAGE AS THE ADJACENT STUDS, BUT IN NO CASE LESS THAN 20 -GAGE. 5. PROVIDE MINIMUM 20 GAGE STUDS AT ALL PARTITIONS SUPPORTING CASEWORK OR COUNTER TOPS. 6. COORDINATE ERECTION OF STUD SYSTEM WITH REQUIREMENTS OF DOOR AND RELITE FRAMES, FIRE EXTINGUISHER CABINETS, AND OTHIER CONSTRUCTION WITHIN MOUNTED PARTITION CONSTRUCTION. 7: COORDINATE THE INSTALLATION OF FRAMING WITH THE GYPSUM BOARD INSTALLER TO ENSURE SUPPORT AT ALL BOARD EDGES. 8. AT NON -LOAD BEARING FULL HEIGHT PARTITIONS SUBJECT TO COMPRESSION CAUSED BY OVERHEAD STRUCTURAL DEFLECTION, CUT STUDS 1/2 INCH SHORT FROM FULL HEIGHT. DO NOT RIGIDLY CONNECT STUD TO TOP RUNNER. 9. STUD BRIDGING: A. AT INTERIOR PARTITIONS GREATER THAN 4 FEET IN LENGTH, AND WITH RIGID FACING MATERIAL ON ONE STUD FLANGE ONLY, PROVIDE 3/4" BRIDGING CHANNELS IN HORIZONTAL ROWS AT A MAXIMUM OF 5'- 0" ON CENTER FOR THE FULL HEIGHT. OF THE PARTITION. B. INTERIOR FULL HEIGHT PARTITIONS (STUDS EXTENDING FROM THE FLOOR TO THE STRUCTURE ABOVE) WITH RIGID FACING MATERIAL STOPPING 3'-0" OR MORE BELOW TOP OF STUDS: PROVIDE ONE ROW 3/4" BRIDGING CHANNEL HORIZONTALLY AT TERMINATION OF GYPSUM BOARD MATERIAL, AND ONE ADDITIONAL ROW FOR EACH 5'-0" OF EXPOSED STUDS. C. INSTALL STUD BRIDGING CHANNELS IN LONG LENGTHS, WIRE TYING AND LAPPING THE JOINTS A MINIMUM OF 12." ATTACH BRIDGING CHANNEL TO EACH STUD AS SHOWN IN MANUFACTURER'S PRINTED INSTRUCTIONS. E. CEILING AND SOFFIT FRAMING: PROVIDE METAL STUD FRAMING IN THE CONFIGURATIONS INDICATED. F. BACKING 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 PLATE SCREWED RIGIDLY TO THE STUDS. PROVIDE BACKING WITH RETURNED EDGES AT DOOR STOP LOCATIONS. PROVIDE 12 GAGE BACKING PLATES AT HANDRAILS. 3. FIRE RETARDANT TREATED WOOD BACKING MAYBE USED AT THE CONTRACTOR'S OPTION. ALL FIRE RETARDANT TREATED WOOD MATERIALS SHALL BEAR A UL "FR -S" LABEL, OR A LABEL. FROM AN APPROVED INSPECTION AGENCY CERTIFYING THAT THE MATERIAL MEETS THE REQUIREMENTS OF AWPA C-20 TYPE A FOR LUMBER AND AWPA C-27 TYPE A FOR PLYWOOD. G. INSTALLATION TOLERANCES: 1. INSTALL MEMBERS TO PROVIDE SURFACE PLANE WITH MAXIMUM VARIATION OF 1/8 INCH IN 10 FEET IN ANY DIRECTION.. 2. LOCATE ASSEMBLIES WITHIN 1/4 INCH OF REQUIRED LOCATIONS. H. REFERENCES 1. AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM): A. A641 - ZINC -COATED GALVANIZED CARBON STEEL WIRE. B. C635 - METAL SUSPENSION SYSTEMS FOR ACOUSTICAL TILE AND LAY -IN PANEL CEILINGS. C. C645 - NON-LOADBEARING STEEL STUDS, RUNNERS, AND RIGID FURRING CHANNELS. D. C745 - INSTALLATION OF STEEL FRAMING MEMBERS TO RECEIVE SCREW -ATTACHED GYPSUM WALL BOARD BACKING BOARD, OR WATER-RESISTANT BACKING BOARD. 2: UNDERWRITERS LABORATORIES (UL): STANDARD 2079 - TESTS FOR FIRE RESISTANCE OF BUILDING JOINT SYSTEMS. 09500 - CEILING SUSPENSION SYSTEMS: 15800 - HEATING VENTILATING AND AIR CONDITIONING FOR RANGE 2017 01010 SUMMARY OF WORK 1. PROVIDE BUILDING STANDARD HVAC SYSTEM FOR COMPLETE OPERATION OF SYSTEM. CONTRACTOR 2. DESIGN OF MECHANICAL TO BE PREPARED 3. DESIGN BUILD MECHANICAL ENGINEERING A. DUCTS, AIR MOVEMENT REQUIREMENTS, 4. CONTRACTOR PROVIDE INSTALLATION DESIGN BUILDING OWNER FOR REVIEW AND APPROVAL 5. HVAC CONTRACTOR TO CLEAN, REPAIR DIVISION XVI - ELECTRICAL WITH ALL MATERIALS, LABOR AND ACCESSORIES TO BALANCE HVAC SYSTEM AS REQUIRED. UNDER A SEPARATE PERMIT. DRAWINGS INDICATE: & SIZES OF GRILLES & REGISTERS. DOCUMENTS TO ARCHITECT AND PRIOR TO INSTALLATION. OR REPLACE SOILED OR DAMAGED HVAC GRILLS. 1.GENERAL DESCRIPTION OF THE PROJECT: NON-STRUCTURAL INTERIOR TENANT IMPROVEMENTS TO A COMERCIAL OFFICE SUITE 2: WHERE NO BUILDING STANDARDS EXIST FOR MATERIALS CALLED OUT AS "BUILDING STANDARD" ON THE PLANS THE CONTRACTOR SHALL SO ADVISE SABEY ARCHITECTURE WITHIN TEN (10) DAYS OF THE CONTRACTORS RECEIPT OF THE PLANS SO THAT SABEY ARCHITECTURE MAY MAKE ALTERNATE SELECTIONS. SIZE AND QUANTITY OF EQUIPMENT CONTRACTOR SHALL VERIFY ALL REQUIREMENTS OF EXACT Q FURNISHED BY THE TENANT, INCLUDING REQUIREMENTS FOR MECHANICAL AND ELECTRICAL SERVICES, AND IS RESPONSIBLE FOR ALL ROUGH -IN CONNECTIONS. D AGE TO ADJACENT WORK AND SHALL REPAIR DAMAGE SUBCONTRACTOR IS RESPONSIBLE FOR ANY SAID DAMAGE AT THEIR OWN EXPENSE. SPRINKLER MODIFICATIONS FIRE 4. FIRE/EMERGENCY SYSTEMS INCLUDE, BUT ARE NOT LIMITED TO, ,. EXTINGUISHER PLACEMENT, AUDIBLE ALARMS, SMOKE AND HEAT DETECTORS, STROBES, AND EXIT SIGN PLACEMENT. 5. CONTRACTOR SHALL FURNISH SHOP DRAWINGS FOR APPROVAL ON CABINETWORK, MILLWORK AND ANY OTHER SPECIAL ITEMS REQUIRING CUSTOM SHOP FABRICATION WORK. SUBMIT TO ARCHITECT THREE (3) COPIES FOR APPROVAL. 6. MECHANICAL AND ELECTRICAL TO BE DESIGN BUILD UNDER SEPARATE PERMIT. 7. WORK NOT INCLUDED: CONTRACTOR SHALL PROVIDE THE FOLLOWING ITEMS DESCRIBED IN THE SPECIFICATIONS AND SHOWN ON THE PLANS EXCEPT FOR THE ITEMS INDICATED "N.1C."(NOT IN CONTRACT), SUCH ASTELEPHONE AND DATA CABLES OFFICE FURNITURE EQUIPMENT AND MOBILE KITCHEN APPLIANCES: 8. CONTRACTOR TO PROVIDE ALL FIRE/EMERGENCY SYSTEMS AS REQUIRED BY ALL APPLICABLE CODES: FIRE/EMERGENCYSYSTEMS INCLUDE BUT NOT LIMITED TO SPRINKLER MODIFICATIONS, FIRE EXTINGUISHERS AUDIBLE ALARMS, STROBES, SPRINKLERS, SMOKE AND HEAT DETECTORS; AND EXIT SIGNS. 9. EVERY EXIT DOOR SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OFA KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT, AND SHALL BE EQUIPPED WITH PANIC HARDWARE WHERE REQUIRED AND INDICATED. 10. ANY MATERIAL USED IN CONSTRUCTION SHOULD MEET CURRENT FLAME CODE REGULATIONS. 11: ALL ELECTRICAL PLUMBING AND MECHANICAL MATERIAL INSTALLATIONS SHALL COMPLY WITH THE BUILDING SHELL STANDARD SPECIFICATIONS. DIVISION II - SITE WORK 1. PROVIDE NEW CEILING TILE, CEILING GRID AND ALL ACCESSORIES AS REQUIRED TO INSTALL. SUSPENDED ACOUSTICAL CEILINGS AS INDICATED ON DRAWINGS. 2: PROVIDE SEISMIC BRACING AS REQUIRED BY CODE AT NEW CEILING WORK ONLY: HAVING E I. 3. COORDINATE WORK WITH OTHER TRADES WORK IN THE CEILING NG ANDTHE TELEPHONE CABLE COMPANIES WHEREVER THEIR RESPECTIVE WORK IS CONTIGUOUS. 4. PROVIDE CUTOUTS AND OTHER SPECIAL PROVISIONS IN ACOUSTICAL WORK AS REQUIRED FOR LIGHTING FIXTURES, REGISTERS, DIFFUSERS, SPRINKLERS, AND OTHER INSERTED ITEMS. 5. ALL CUTOUTS SHALL BE CENTERED WITHIN TILE. 6. ALL MATERIALS SHALL HAVE CLASS 1 FLAME SPREAD RATING AND BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATION AND CODES. 7. ALL JOINTS IN THE TILE FILED SHALL BE SQUARE, LEVEL AND PERFECTLY ALIGNED WITH EACH OTHER. ; , 8. INSTALLED SUSPENDED CEILINGS TO BE LEVEL WITHIN A TOLERANCE OF 1/8" IN 12'-0". ANCHOR AS REQUIRED. 09530 -ACOUSTICAL TREATMENT 16000 - ELECTRICAL AND TELECOMMUNICATIONS 1. REUSE EXISTING ELECTRICAL AND DATA REQUIREMENTS. 2. PROVIDE ALL WORK EQUIPMENT AND LABOR SYSTEM. PROVIDE ELECTRICAL OUTLETS 3. PROVIDE MUD RING FOR DATA AND COMMUNICATION PLAN. EACH MUD RING TO HAVE A MINIMUM DRAWINGS. COORDINATE DATA CABLE CONFIGURATION 4: ALL OUTLETS AND MUDRINGS TO BE LOCATED 5. WHERE MULTIPLE DEVISES OCCUR IN A UON. 6. GFI CIRCUITS TO BE LOCATED 24" FROM 7. ALL WIRING DEVICES: SHALL BE BUILDING SHALL BE ORANGE, "HOSPITAL GRADE ISOLATED GREEN DOT, "EMERGENCY" OUTLETS SHALL CIRCUIT' FIXTURES SHALL BE GRAY (UNLESS COVERPLATES SHALL BE BUILDING STANDARD 8. PROVIDE SEPARATE CIRCUITS FOR TENANT' COPIERS, COMPUTERS, ETC.) WHEN NOTED 9. COORDINATE SCHEDULE WITH FURNITURE THE INSTALLATION OF TENANT'S NEW FURNITURE. 10. ALL ELECTRICAL WIRING, TELEPHONE AND CONCEALED IN FLOORS, WALLS, OR CEILINGS. BY TENANT'S VENDORS AND SHALL BE COORDINATED 11. THE CONTRACTOR IS TO COORDINATE INCLUDE BUT NOT LIMITED TO: ELECTRICAL CONNECTIONS AND WALL MOUNTED REQUIREMENTS. 12. THE CONTRACTOR IS TO VERIFY EXISTING REQUIRED WITH MATERIAL TO MEET CURRENT PREPARED TO RECEIVE NEW FLOOR FINISH 13. ARCHITECTURAL DRAWINGS INDICATE CIRCUITING SHALL BE INDICATED ON SEPARATE AND SHALL MEET OWNER'S GUIDELINES. 14. ALL TELEPHONE, ELECTRICAL, COMMUNICATION IN ACCORDANCE WITH ALL APPLICABLE CODES: 15. DRAWINGS INDICATE ALL DIMENSIONS COMMUNICATION COVERPLATE. OUTLETS TO A MINIMUM DIMENSION BETWEEN EACH 16. BACK-TO-BACK OUTLETS ARE NOT PERMITTED. REQUIRED, 17. LOCATION OF ALL WALL MOUNTED POWER THE TENANT BEFORE INSTALLATION. 18. ELECTRICAL ENGINEER TO PROVIDE DESIGN/BUILD PRIOR TO INSTALLATION. 19. THE LAYOUT DIAGRAMS COORDINATE LOCATION DESIGN/BUILD DOCUMENTS FOR SCOPE, TECHNICAL DISCIPLINE. 20. ARCHITECTS DOCUMENTS INDICATE LOCATION EXACT LOCATION WITH FURNITURE VENDOR. 21. COORDINATE POWER/DATA & LIGHT FIXTURE ELEVATIONS, FINISHES & CASEWORK. 22. PROVIDE EXTENSION RINGS AND MOUNTING POWER/DATA DEVICES AND LIGHT FIXTURES. CASEWORK. 23. CONTRACTOR PROVIDE INSTALLATION OWNER FOR REVIEW AND APPROVAL PRIOR 16500 - LIGHTING AS APPROPRIATE TO MEET THE TENANT'S FORA COMPLETE AND OPERABLE ELECTRICAL PER POWER AND DATA PLAN.; AS SHOWN ON THE POWER AND DATA NUMBER OF WIRE PULLS AS INDICATED ON WITH THE TENANT. AT 15" AFF TO THE CENTER LINE, UON. SINGLE LOCATIONS, ALL DEVICES SHALL BE GANGED FAUCET CENTERLINE, PER CODE. STANDARD EXCEPT: "ISOLATED GROUND" OUTLETS GROUND" OUTLETS SHALL BE ORANGE WITH A BE RED, AND "DEDICATED" OUTLETS FOR "CLEAN BUILDING STANDARD DICTATES OTHERWISE). ALL FINISH, UON. E(INCLUDING S EQUIPMENT QU N THE TELEPHONE SWITCH, ON THE CONSTRUCTION DOCUMENTS. VENDOR FOR THE USE OF ELECTRICIANS DURING COMPUTER CABLING, AND CONDUIT SHALL BE CABLING FOR VOICE AND DATA TO BE PROVIDED BY THE BUILDING MANAGER. WITH THE OWNER SUPPLIED FURNITURE SYSTEMS TO AND DATA WIRING LOCATIONS, J -BOX LOCATIONS, ABANDONED CORE DRILL LOCATIONS AND FILL AS FLAME SPREAD REGULATIONS. LOCATIONS TO BE AS REQUIRED: j LOCATION ONLY OF DEVICES SHOWN: SWITCHING AND ELECTRICAL ENGINEERING AS -BUILT DRAWINGS AND SECURITY WORK SHALL BE COMPLETED -0 CENTERLINE OF TELEPHONE, ELECTRICAL; AND SHOWN GROUPED TOGETHER ON PLAN SHALL BE SET DEVICE: OFFSET OUTLETS THE MINIMUM DIMENSION AND DATA DEVICES SHALL BE FIELD REVIEWED BY PACKAGE TO ARCHITECT FOR REVIEW OF POWER & DATA DEVICES. REFER TO LAYOUT AND SPECIFICATIONS FOR EACH AND RELATIONSHIP OF DEVICES. COORDINATE MOUNTING LOCATIONS WITH INTERIOR ACCESSORIES WHERE REQUIRED FOR COORDINATE WITH INTERIOR FINISHES AND DESIGN DOCUMENTS TO ARCHITECT AND BUILDING TO INSTALLATION. ON THE REFLECTED CEILING PLAN. ALL SWITCHES OF 48" A.F.F. TO MEET THE LATEST HANDICAPPED A SINGLE LOCATION, ALL SWITCHES SHALL BE GANGED CEILING TILE WITHOUT DIMENSIONS ARE TO BE UON. FIXTURES AS NEEDED PER DESIGN LAYOUT AND TO UNDER A SEPARATE PERMIT AS A DESIGN BUILD AND APPROVED IN WRITING BY LANDLORD PRIOR ENCLOSED BY WALLS OR CEILING -HEIGHT ROOMS, SHALL BE EQUIPPED IITu REVIEWED *��(� DRAWINGS INDICATE: SWITCHES:' APPROVED LIGHT FIXTURES. OCT�� � DOCUMENTS TO ARCHITECT AN BU G TO INSTALLATION. - y Of Tukwila B.V4ING.ZWISICI RECEIVED CITY OF TUKWILA SEP. 27.2011 PERMIT CENTER 1. PROVIDE ACOUSTICAL INSULATION BETWEEN FRAMING STUDS AND EXTENDING TWO FEET ON EACH SIDE OF PARTITION HEAD ABOVE CEILINGS FOR ALL WALLS NOTED PER PLANS. 2. 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. 09650 - RESILIENT FLOORING 1. PROVIDE VCT, SHEET LINOLEUM, SHEET VINYL AND RUBBER BASE AS INDICATED IN DRAWINGS. COLOR AND MANUFACTURER PER FINISH SCHEDULE. 2. PROVIDE RUBBER -REDUCING STRIPS IN COLOR TO MATCH SPECIFIED BASE: REDUCING STRIPS TO OCCUR AT ALL AREAS OF FLOOR MATERIAL TRANSITION. 3. BASE TO BE INSTALLED IN LONGEST AVAILABLE LENGTH WITH NO PIECE LESS THAN 12". NO JOINTS AT OUTSIDE CORNERS OR WITHIN 6" OF CORNERS. 4. PATCH, LEVEL AND PREPARE SUB FLOORING WITH CEMENTITOUS UNDERLAY PER MANUFACTURER'S WRITTEN INSTRUCTIONS IN AREAS TO RECEIVE NEW FLOORING. MAX. ALLOWABLE TOLERANCE = 1/4" OVER 10': 5. UPON COMPLETION ALL WORK SHALL BE CLEANED AND ALL SPOTS OF ADHESIVE AND SURFACE STAINS REMOVED.: 6. GENERAL CONTRACTOR SHALL APPLY FLOOR WAX TO NEW FLOORING AREAS PER MANUFACTURERS SPECIFICATION UON. 09680 - CARPET 02050 -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 CABELING 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. 4. ALL EXISTING CONSTRUCTION ITEMS THAT INTERFERE WITH THE CONSTRUCTION PER THE PRICING PLAN SHALL BE REMOVED,RELOCATED, OR KEPT FLUSH IN CEILING, WALL, OR FLOOR AS REQUIRED. 5. ALL DAMAGED 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. DIVISION VI - ARCHITECTURAL CARPENTRY AND CASEWORK 1. PROVIDE COMMERCIAL GRADE CARPET AS INDICATED IN DRAWINGS. 2. CARPET TO BE INSTALLED AS INDICATED IN DRAWINGS. 3. PREPARE SUB FLOOR WITH LIGHT WEIGHT CONCRETE UNDERLAY WHERE REQUIRED TO PROVIDE APPROVED SUBSTRATE. MAX. ALLOWABLE TOLERANCE = 1/4" OVER 10'. 4. PROVIDE SEAMING DIAGRAMS FOR ARCHITECT'S REVIEW. 09900 - PAINTING AND STAIN 06100 - ROUGH CARPENTRY 1. ROUGH CARPENTRY TO INCLUDE ANY WOOD STUDS, FURRING, BLOCKING, ROUGH FRAMING, WOOD CURBS BUCKS NAILERS, BACKING, FIXTURE FRAMING, EQUIPMENT SUPPORTS, ETC. AS DETAILED. ' 06200 - FINISH CARPENTRY 1. UNLESS OTHERWISE NOTED, PRIME ALL GWB WALL SURFACES AND PAINT WITH MINIMUM OF TWO (2) FINISH COK S OF SHERWIN WILLIAMS EGGSHELL FINISH LATEX PAINT OR APPROVED EQUAL. PROVIDE FOR NUMBER OF PAINT COLORS AS INDICATED IN DRAWINGS. 2. FINISH DOORS, DOOR FRAMES, AND SIDELIGHT FRAMES AS INDICATED IN DRAWINGS. A) PAINTED WOODWORK TO BE FINISHED WITH ONE (1) COAT PRIMER AND TWO (2) FINISH COATS: B) SEALED WOODWORK TO BE STAINED PER FINISH SCHEDULE AND SEALED WITH A COMMERCIAL GRADE CLEAR SATIN VARNISH. 3. PAINT FOR THE LIGHT SURFACES TO CONFORM TO THE REQUIREMENTS OF THE "ARCHITECTURAL SPECIFICATIONS MANUAL" (AWS) FOR PAINT SYSTEMS. LATEX PAINT: AWS SYSTEM 3-B "CUSTOM" (2 COAT) GRADE LIGHT COLOR PAINT FINISH ON GYPSUM BOARD SURFACES. 4. PAINT FOR THE DARK SURFACES TO CONFORM TO THE REQUIREMENTS FOR THE "ARCHITECTURAL SPECIFICATIONS MANUAL" (AWS) FOR PAINT SYSTEMS. LATEX PAINT: AWS SYSTEM 3-B "CUSTOM" (2 COAT) GRADE DEEP TONE PAINT FINISH ON GYPSUM BOARD SURFACES. 5. UPON COMPLETION OF WORK, REMOVE EXCESS PAINT, STAIN, VARNISH, ADHESIVE, CAULK, ETC. FROM ALL OTHER SURFACES THAT WERE NOT SPECIFIED TO RECEIVE SAME. 6. TOUCH-UP AND PATCH SURFACES AS REQUIRED AFTER THE COMPLETION OF WORK BY OTHER TRADES.. 7. WHERE COLUMNS OCCUR IN AREAS SCHEDULED TO BE FINISHED, THEY SHALL RECEIVE THE SAME FINISH AS THE ROOM UON. DIVISION XV - MECHANICAL 1. FINISH CARPENTRY TO INCLUDE INSTALLATION OF ALL FIXTURES AND ASSOCIATED TRIMS, HARDWARE AND NOSINGS. 2. PROVIDE INTERIOR DOOR AND SIDELIGHT FRAMES AS SCHEDULED. DIVISION VIII- DOORS AND WINDOWS 08210 -WOOD DOORS 1. PROVIDE AND INSTALL INTERIOR SUITE DOORS AS INDICATED ON DRAWINGS. 2. DOOR SCHEDULE SPECIFIES FINISH (BOTH SIDES OF DOOR) AND FRAME UNLESS OTHERWISE NOTED. 3. DOORS SHALL BE PRE -MACHINED FOR HARDWARE PER HARDWARE SCHEDULE. 4. PROVIDE SHOP DRAWING SUBMITTALS FOR ARCHITECT REVIEW. 08710 - FINISH HARDWARE 1. 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. 2. PROVIDE ALL HARDWARE AS SPECIFIED PER THE HARDWARE SCHEDULE. 3. ALL LOCK SETS SHALL CONFORM TO THE BUILDING'S GRAND MASTER KEYING SYSTEMS. PROVIDE TWO (2) KEYS FOR EACH LOCK AND TWO( 2) MASTER KEYS FOR THE SUITE. ALL KEYS TO BE TAGGED WITH ROOM NUMBERS. 4. SUBMIT HARDWARE SCHEDULE WITH CATALOGUE CUT SHEETS FOR ARCHITECT REVIEW. 5: 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 A.D.A. REQUIREMENTS. 6. ALL HARDWARE SHALL BE COMMERCIAL GRADE. 7. PROVIDE CLOSERS PER HARDWARE SCHEDULE. 08810 - GLASS 1. LOCATION OF SWITCHES SHALL BE SHOWN SHALL BE MOUNTED AT A MAXIMUM HEIGHT CODES AND REGULATIONS. 2. WHERE MULTIPLE SWITCHES OCCUR IN UON. 3. DOWN LIGHTS SHOWN IN THE CENTER OF LOCATED IN THE CENTER OF CEILING TILE, 4. REUSE ALL EXISTING B/S FLUORESCENT MEET LOCAL ENERGY CODE COMPLIANCE: 5: DESIGN OF ELECTRICAL TO BE PREPARED PROJECT. PERMIT DRAWINGS TO BE REVIEWED TO COMMENCEMENT OF WORK. 6. ALL OFFICE AREAS LESS THAN 300 SQ. FT. PARTITIONS, AND ALL MEETING AND CONFERENCE OCCUPANCY SENSORS, PER CODE. 7. DESIGN BUILD ELECTRICAL ENGINEERING A. CIRCUITING AND WIRING OF LIGHT FIXTURES,AND B. LIFE SAFETY EQUIPMENT. C. LOCATION OF REQUIRED EMERGENCY D. LIGHT FIXTURE SPECIFICATIONS 8. CONTRACTOR PROVIDE INSTALLATION DESIGN OWNER FOR REVIEW AND APPROVAL PRIOR 15500 - FIRE PROTECTION 1. FIRE PROTECTION SYSTEM PER BUILDING STANDARD AND. 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: 5. FIRE EXTINGUISHERS SHALL BE INSTALLED IN PER BUILDING STANDARD REQUIREMENTS, UON. 6. DESIGN BUILD FIRE PROTECTION DRAWINGS INDICATE: A. LAYOUT, LOCATION, AND SIZE OF SPRINKLER LINES AND HEADS. B. PRESSURE REQUIREMENTS. C. SPRINKLER HEAD SPECIFICATIONS: D. LOCATION OF FIRE PROTECTION RISERS AND WALL HYDRANTS 7. CONTRACTOR PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. �' 1. ALL GLASS AT SIDELIGHTS AND DOORS SHALL BE 1/4 TEMPERED SAFETY GLAZING, UON. 2. THIS PROJECT CONTAINS 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. DIVISION IX - FINISHES 09250 GYPSUM DRYWALL AND METAL STUDS 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. SABEY Architecture 12201 Tukwila Int' Blvd - 4th Floor Seattle, WA 98168 206.281.8700 sabey:com INTERNAP OFFICE TI INTERGATE.EAST, BLDG 5 3355 S 120TH PLACE TUKWILA, WA 98168 Ozo 09/01/17 PERMIT 08/04/17 REVIEW MARK I DATE I DESCRIPTION PROGRESS DATE: 09/01/17 DRAWN BY: BH CHECKED BY: APPROVED BY: KA PROJECT NO: D17 - 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. NOTES AND SPECIFICATIONS A-002 2 10 AREA OF WORK s •1 BUILDING 5 3355,S.120TH PL 0 0 0 0 0 0 0 0 0 00 0 0 0 0 (s) 0 0 U ,///////////// / / / / a 41"...11s•l•••t•w•t•.•wasupp.sigo^ `.est 1•IaMi =MO ONIEM =MOM 0/11/1 WORM INTERGATE.EAST, BUILDING 5 SITE: PLAN. 1" = 40'-0° WOW C= -u Ca, ♦ • 4r-oito. Wins �talle.b�t�iu to-�' j un 1 _ / i 11 \ I\ I 1I I. l / / / / 1 C. C0 VACATED 35T1-1 AVENUE b 11 OIb REVIEWED FOR CODE COMPLIANCE APPROVED OCT1Nil City of li,iWila BUILPINAWSION RECEIVED CITY OF TUKWILA SEP 2 7 2017 PERMIT CENTER SA-BEY Architecture 12201 Tukwila Int' Blvd 4th Floor Seattle, WA 98168 206.281.8700. sabey.com INTERNAP OFFICE TI INTERGATE.EAST, BLDG 5 3355 S 120TH PLACE TUKWILA, WA 98168 09/01/17. PERMIT 08/04/17 REVIEW MARK I DATE .I DESCRIPTION PROGRESS DATE: 09/01/17 DRAWN BY: BH CHECKED BY: - APPROVED BY: KA PROJECT NO: D17 - 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. SITE PLAN A-003 2 EXIST. STAIR 4 EXIST. DATA HALL. 251A EXIST. DATA HALL 281 EXIST. DATA HALL 260 EXIST. ELEC. 280 EXIST. OFFICE 283 EXIST. OFFICE 42-50 285E EXIST. OFFICE 42-40 285D EXIST. OFFICE 42-20 285B EXIST. OFFICE 42-10 285A TOTAL EXIT ACCESS TRAVEL DISTANCE: 229'-7" EXIST. MECH. 289 PARTIAL SECOND FLOOR LIFE SAFETY PLAN LIFE SAFETY LEGEND OCCUPANCY CALCULATI CODE ANALYSIS B XXXX XXX XX n INDICATES PATH OF TRAVEL TRAVEL DISTANCE START POINT COMMON PATH OF TRAVEL INTERSECTION EXIT AND LOAD OCCUPANCY FLOOR AREA (SF) OCCUPANT LOAD LOAD FACTOR PER IBC 1004.1.2 AREA NOT IN SCOPE TYPE OF CONSTRUCTION: TYPE IA, FULLY SPRINKLERED OCCUPANCY CLASSIFICATION: B OCCUPANCY (BUSINESS) B - OFFICE 1,700 SF / 100 SF PER OCCUPANT =17 OCCUPANTS TOTAL TENANT IMPROVEMENT SQUARE FOOTAGE TOTAL OCCUPANCY NUMBER OF EXITS REQUIRED NUMBER OF EXITS PROVIDED OCCUPANT LOAD PER EXIT REQUIRED EXIT WIDTH EXIT DOOR WIDTH PROVIDED 1,700 SF 17 OCCUPANTS. 1 1 17 17x.15=3" 3'-0" (32" CLEAR) EXITING REQUIREMENTS: OCCUPANT LOAD FACTOR (2012 IBC TABLE 1004.1.2) BUSINESS AREAS: 100 GROSS REVIEWED FOR CODE COMPLIANCE APPROVED OCT 11 2017 EGRESS WIDTH PER OCCUPANT: USE (SPRINKLERED) STAIRWAYS (INCH/OCCUPANT) OTHER EGRESS COMPONENTS (INCH/OCCUPANT) B OCCUPANCY 0.2 LIGHTED EXIT SIGN ('E' SIGNIFIES EXISTING) LIGHTED EXIT SIGN WITH DIRECTIONAL ARROW ('E' SIGNIFIES EXISTING) * FIELD VERIFY EMERGENCY ILLUMINATION AND EXIT SIGN FINAL LOCATIONS TRAVEL DISTANCES: 1. MAXIMUM ALLOWED DEAD END CORRIDOR LENGTH: 50'-0" (IBC 1020.4, EXEMPTION 2) 2. MAXIMUM ALLOWED COMMON PATH OF EGRESS TRAVEL :100'-0" (IBC TABLE 1006.2.1) 3. MAXIMUM ALLOWED EXIT ACCESS TRAVEL DISTANCE: 250'-0" (IBC TABLE 1017.2) *SEE PERMITS D15-0087 AND D11-029 FOR ANY ADDITIONAL EXISTING INFORMATION SECOND FLOOR KEY PLAN. RECEIVED CITY OF TUKWILA SEP 27 2017 PERMIT CENTER SfrgSEY Architecture. 12201 Tukwila Int' Blvd - 4th Floor Seattle, WA 98168 206.281.8700 sabey.com INTERNAP OFFICE. TI INTERGATE.EAST, BLDG 5 3355 S 120TH PLACE TUKWILA, WA 98168 09/01/17 PERMIT 08/04/17 REVIEW MARK I DATE I DESCRIPTION PROGRESS DATE: 09/01/17 DRAWN BY: • BH CHECKED BY: APPROVED BY: KA PROJECT NO: D17 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 A-005 2 EXISTING OFFICE EXISTING SHELL SPACE NO DEMOLITION EXISTING OFFICE EXISTING HALLWAY FLOOR PLAN. 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 SHELUCORE 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. ALL WOOD USED IN INTERIOR FRAMING IS TO BE FIRE-RETARDENT TREATED WOOD. 7. UON, ALL PARTITIONS B 1 a 8. DOORS AND CASED OPENINGS WITHOUT DIMENSIONS OR DETAILS ARE TO BE LOCATED 6" FROM ADJACENT WALL OR MATCH EXISTING SUITE STANDARD 9. FOR TYPICAL DEVICE MOUNTING HEIGHTS, SEE Al / A-601 FLOOR PLAN KEYNOTES, SAB EY Architecture 12201 Tukwila Int' Blvd - 4th Floor Seattle, WA 98168 206.281.8700 sabey.com O1 BUILDING STANDARD OSB WAINSCOT AT NEW HALLWAY WALL TO MATCH EXISTING - STAINED ST -1, ` BLACKENED SCREWS AND WASHERS, METAL TRIM O2 NEW P -LAM KITCHENETTE CASEWORK (UPPER AND LOWER) - SEE TENANT PROVIDED DRAWINGS FOR DETAILED DESIGN PROVIDE GFI POWER FOR HOT WATER, REFRIDGERATOR, MICROWAVE, AND SMALL APPLIANCES - UNDER SEPERATE PERMIT PROVIDE SINK AND POINT OF USE ELECTRIC WATER HEATER, PLUMB REFRIDGERATOR FOR ICE MAKER - UNDER SEPERATE PERMIT TENANT TO PROVIDE APPLIANCES NEW P -LAM CASEWORK - SEE TENANT PROVIDED DRAWINGS FOR DETAILED DESIGN 4O PROVIDE FLOOR BOX PIPED TO NORTH WALL AT CONFERENCE ROOM FOR POWER AND DATA - UNDER SEPERATE PERMIT FURNITURE AND EQUIPMENT BY TENANT - COORDINATE WITH ELECTRICAL - UNDER SEPERATE PERMIT CONSTRUCTION LEGEND: EXISTING TO REMAIN (SHOWN SHADED) CONFERENCE 285C-4 360 SF. OPEN OFFICE 285C-1 940 SF BREAK 285C-2 122 SF JI EXISTING TO BE DEMOLISHED (SHOWN DASHED - NONE IN SCOPE) 285C-5 NEW CONSTRUCTION OFFICE 285C-3 135 SF t RCP NOTES: INTERGATE.EAST, BLDG 5 3355 S 120TH PLACE TUKWILA, WA 98168 HALLWAY CONSTRUCTION PLAN NON -RATED PARTITION INFILL ABOVE HARD -LID: WALL FINISH TO MATCH ADJACENT CEILING AS SCHEDULED 1. REFER TO PROJECT NOTES FOR CONSTRUCTION REQUIREMENTS. 2. UON, ALL CEILINGS TO BE ( ACP -2 10'-0" AFF 3. FOR TYPICAL ACP SUSPENDED CEILING DETAILS, SEE Al / A-801 4. FOR TYPICAL GYPSUM BOARD CEILING DETAILS; SEE Al / A-101 5. EXIT SIGNS NOTED FOR REFERENCE ON LIFE SAEFTY SHEET. 6. SEE FINISH LEGEND FOR ACOUSTICAL CEILING TILE AND GRID INFORMATION. 7. MECHANICAL SYSTEM IS BIDDER -DESIGNED. SUBMIT PLANS TO ARCHITECT FOR COORDINATION OF CEILING DEVICE LOCATIONS. 8. SPRINKLER QUANTITY AND LOCATIONS TO BE BIDDER -DESIGNED. SUBMIT PLANS TO ARCHITECT FOR COORDINATION OF CEILING DEVICE LOCATIONS. 9. ARCHITECTURAL REFLECTED CEILING PLANS INDICATE TYPE AND LOCATION OF LIGHT FIXTURES REFER TO DESIGN BUILD ELECTRICAL DRAWINGS AND DESIGN BUILD LIFE SAFETY FOR COMPLETE REFLECTED CEILING PLAN DESIGN.. 10. LIGHT SWITCHES ARE SHOWN FOR LOCATION AND DESIGN INTENT ONLY. REFER TO ELECTRICAL DESIGN BUILD FOR SPECIFIC LOCATION AND SWITCHING DIAGRAMS. 11. UNLESS NOTED OTHERWISE, MULTIPLE SWITCH'S IN A SINGLE LOCATION SHALL BE GANGED IN A SINGLE BOX AND COVERED WITH A SINGLE COVERPLATE. !26 0 12. CLEAN, REPAIR OR REPLACE AS REQUIRED ALL EXISTING SUSPENDED CEILING GRID AND. TILES EXISTING TO REMAIN. 13. HVAC CONTRACTOR TO CLEAN ALL EXISTING SUPPLY/RETURN GRILLS PRIO COMPLETION OF PROJECT: 14. ELECTRICAL SUB -CONTRACTOR IS RESPONSIBLE FOR CONFIRMING THE CO EXISTING FIXTURES. REVIEWED FOR CODE COMPLIANCE APPROVED N SOF OCT 1., 2091 09/01/17 PERMIT 08/04/17 REVIEW MARK I DATE I DESCRIPTION WALL TYPE AS SCHEDULED RCP KEY NOTES: VERIFY LIGHT SWITCHING AS NEEDED - LIGHTING AND ELECTRICAL UNDER SEPARATE PERMIT MODIFY HVAC AND FIRE/EMERGENCY SYSTEMS AS NECESSARRY - UNDER SEPERATE PERMIT PROGRESS DATE: 09/01/17 DRAWN BY: BH CHECKED BY: APPROVED BY: KA PROJECT NO: D17- MTL STUD FRAMING (PER ICC ES REPORT ESR -3064P) GYPSUM BOARD CEILING 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. 9' - 2"AFF RCP LEGND: GYPSUM BOARD CEILING 3" =1'-0" REFLECTED CEILING PLAN 2 X 4 RECESSED DIRECT/ INDIRECT 6" RECESSED DOWN LIGHT SWITCH RECEIVED CITY OF TUKWILA SEP 27 2017 PERMIT CENTER FLOOR PLANS AND RCP A-101 7 10 El N DOOR LEAF PARTITION -TYPE VARIES HFRAMEOLLOW METAL K HOLLOW METAL FRAME DOOR HEAD 6" =1'-0" k. DOOR LEAF PARTITION -TYPE VARIES BEVEL AT LATCH EDGE HOLLOW METAL FRAME HOLLOW METAL FRAME DOOR FIRE EXTINGUISHER z DwEorz W o m LUQ z 00 LU ¢ zCO x O Q LLw w w OPENING SCHEDULE OPENING DOOR FRAME DETAILS REMARKS NO ROOM NAME HDWE SET SIZE W H FIRE RTG TYPE CONFIG FIN TYPE CONFIG FIN HEAD JAMB(S) SILL HALLWAY 3 OFFICE 4 CONFERENCE 01 02 02 3'-0 7'-0" HM F P-2 HM 1 P-1 El / A-601 01 /A-601 MATCH EXISTING PROVIDE FOR CARD READER 3'-0" 7' - 0" WD F HM 1 PAINT E1 /A-601 01/A-601 3' 0" 7' '1 WD F HM 1 PAINT El / A-601 01 / A-601 5 IT 02 3'-0" 7'-0" WD F HM 1 PAINT E1/A-601 C1/A-601 DOOR HARDWARE GROUPS HW01 1/2" PR BUTTS CORRIDOR LOCK W/ REMOVABLE CORES DOOR STOP DOOR SILENCERS NAME PLATES: LANDLORD STANDARD SIGN PLATES AT ADA REQUIRED HEIGHT DOOR PULLS TO BE ADA COMPLIANT LANDLORD STANDARD HARDWARE HWO3 1/2" PR BUTTS PASSAGE LOCKSET DOOR STOP *ALL DOOR PULLS TO BE ADA COMPLIANT *ALL DOORS ALONG EXIT PATH TO RECEIVE PANIC HARDWARE NO. NAME FLOOR 0 V1 (VISION LITE W/ TEMPERED GLASS) DOOR CONFIGURATION LEGEND AREA (SF) BASE G (GRILL). FRAME CONFIGURATION LEGEND ROOM FINISH SCHEDULE WALL CEILING REMARKS 200 285C-1 285C-2 285C-3 285C-4 285C-5 HALLWAY OPEN OFFICE BREAK OFFICE CONFERENCE IT EXIST. CONCRETE 620 RB -1 P-1 / ST -1 EXIST. OPEN NEW WALLS ONLY - SEE KEY NOTE CARPET TILE 940 RUBBER BASE PAINT ACP -2 SEE TENANT PROVIDED DRAWINGS FOR FLOOR, BASE, AND PAINT SPECIFICATIONS LUXURY VINYL TILE 122 RUBBER BASE PAINT ACP -2 SEE TENANT PROVIDED DRAWINGS FOR FLOOR, BASE, AND PAINT SPECIFICATIONS CARPET TILE 135 RUBBER BASE PAINT ACP -2 SEE TENANT PROVIDED DRAWINGS FOR FLOOR, BASE, AND PAINT SPECIFICATIONS CARPET TILE 360 RUBBER BASE PAINT ACP -2 SEE TENANT PROVIDED DRAWINGS FOR FLOOR BASE, AND PAINT SPECIFICATIONS LUXURY VINYL TILE 39 RUBBER BASE PAINT ACP -2 SEE TENANT PROVIDED DRAWINGS FOR FLOOR BASE, AND PAINT SPECIFICATIONS FINISH LEGEND P-1 BUILDING STANDARD HALLWAY PAINT MANUFACTURER: SHERIN WILLIAMS COLOR NUMBER: SW7052 COLOR NAME: GRAY AREA FINISH: EGGSHELL P-2 BUILDING STANDARD MANUFACTURER: COLOR NUMBER: COLOR NAME: FINISH: ST -1 UJ w LLJ =Wcn ~ 0 c -I 7. J J U U ccCL W (77 LU W BUILDING STANDARD MANUFACTURER: COLOR NUMBER: REMARKS: DOOR PAINT SHERIN WILLIAMS SW7047 PORPOISE EGGSHELL OSB WAINSCOT CRESCENT BRONZE 3114 DILUTE 25% WATER, APPLY WITH SPRAYER LU J F- - CL w C) w co J W U H OC UJ W Q RB -1 BUILDING STANDARD RUBBER BASE MANUFACTURER: ROPPE PRODUCT: 700 SERIES, 4" COLOR NUMBER: 194 COLOR NAME: BURNT UMBER ACP -2 BUILDING STANDARD ACOUSTIC CEILING PANELS MANUFACTURER: ARMSTRONG PRODUCT: CORTEGA SECOND LOOK II, ITEM NO. 2767 COLOR NAME: WHITE REMARKS: 24" x 48" * REFERENCE TENANT PROVIDED DRAWINGS FOR ALL NON BUILDING STANDARD FINISHES WALL END OR EDGE (WHERE OCCURS) -111 DOOR FRAME OR. WINDOW FRAME DEVICE MOUNTING GUIDELINES 1/2" =1'-0" 6" FIRE ALARM THERMOSTAT OR TEMPERATURE SENSOR 1",-- .TELEPHONES, DOOR SWITCHES, DOOR CONTROLLERS, FIRE ALARM PULL SWITCHES, LIGHT SWITCHES AND SIMILAR ITEMS (THE INTENT IS TO ALIGN TOPS OF ALL ITEMS WHILE ALLOWING ALL OPERABLE PARTS TO BE LESS THAN 4'-0" AFF) ELECTRICAL RECEPTACLES - SINGLE, GANGED, OR SEPARATED BY 2" 0 ;Zr (0 ti NOTES: 1. USE THIS DETAIL TO LOCATE DEVICES THAT ARE INDICATED ON THE DRAWINGS BUT NOT LOCATED BY DIMENSION, OR TO LOCATE REQUIRED DEVICES THAT ARE NOT INDICATED ON THE DRAWING. 2. ALIGN MULTIPLE DEVICES HORIZONTALLY AND/OR VERTICALLY AS DETAILED. 3. ITEMS OTHER THAN ELECTRICAL RECEPTACLES SHALL BE MOUNTED NEAR DOORWAYS OR INTERSECTING WALLS AS DETAILED SO AS NOT TO INTERFEREWITH THE PLACEMENT OF ART OR FURNITURE - EXCEPT THAT WHERE THE WALL SEGMENT IS LESS THAN 2'-0" WIDE, CENTER THE DEVICES AS DETAILED. WALL SEGMENT 2'-0" WIDE OR LESS I� WALL END OR EDGE (WHERE OCCURS) WINDOW, "FEATURE" SEPARATE INTO SEGN COR OR T -IAT NALL E \ITS 0 LI 4 2" 2" REVIEWED FOR CODE COMPLIANCE APPROVED OCT 1 1 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA SEP 27 2017 PERMIT CENTER SfteBEY Architecture 12201 Tukwila Int' Blvd - 4th Floor Seattle, WA 98168 206.281.8700 sabey.com INTERNAP OFFICE TI INTERGATE.EAST, BLDG 5 3355 S 120TH PLACE TUKWILA, WA 98168 09/01/17 PERMIT 08/04/17 REVIEW MARK I DATE I DESCRIPTION PROGRESS DATE: 09/01/17 DRAWN BY: BH CHECKED BY:. APPROVED BY: KA PROJECT NO: D17 - 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. DOOR, FINISH, DEVICE MOUNTING SCHEDULES AND DETAILS A-601 SAB EY Architecture 12201 Tukwila Int' Blvd - 4th Floor Seattle, WA 98168 206.281.8700 sabey.com INTERNAP. OFFICE TI INTERGATE.EAST, BLDG 5 3355 S 120TH PLACE TUKWILA, WA 98168 09/01/17 PERMIT 08/04/17 REVIEW MARK I DATE I DESCRIPTION PROGRESS DATE: 09/01/17 DRAWN BY: BH CHECKED BY: APPROVED BY: KA PROJECT NO: D17 - 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 CEILING DETAILS A-801 I THE PARTITION -TYPE DESIGNATION OR WALL -TYPE DESIGNATION IS A THREE UNIT ACOUSTIC INSULATION 4' TO EITHER SIDE OF zcc 0 ? ►"-- o`. z o o o _ "' " zoo P J ¢ito z a m o o �,, i 1 METAL STUDS (PER ICC ES REPORT ESR -3064P), MAXIMUM HEIGHT 20'4' FINISH MATERIALS VARY (MAXIMUM WEIGHT EQUAL TO 2 LAYERS GYPSUM BOARD EACH SIDE1 I PLUS APPLIED FINISHES) • 518 GYPSUM BOARD EACH SIDE ®° ` s�� �� 518" GYPSUM BOARD METAL STUDS (PER ICC ES REPORT ESR -3064P) A-801 PARTITION IF NOTED �` METAL STUDS (PER ICC ES REPORT ESR -3064P) CODE THAT INDICATES THE CONFIGURATION, • A CONSTRUCTION AND INSULATION OF THE J ® a PARTITION AS FOLLOWS: FP 1 a yy,, A-801 i-- —� _i►�����/�®� II ' / _ INSULATION IF NOTED r W� / , , �� INSULATION IF NOTED INSULATION (PER THIS DETAIL, BELOW) CONSTRUCTION OF PARTITION/WALL VERTICAL CONFIGURATION OF PARTITIONIWALL FRAMING, INSULATION AND FRAMING, INSULATION, PARTITION/WALL SYMBOLOGY FINISH MATERIALS (OR MASONRY) TO DECK ABOVE E9 AND FINISH MATERIALS TO OF CEILING E9 • AT ALL ACOUSTICAL PARTITI ACOUSTICAL INSULATION), A SEALANT AT BOTTOM CORNI TO APPLICATION OF GYPSUI\ GAGE WMUM TRACK FASTENERS: AT PL PLYWOOD FLOORMINIMU (MINIMUM PROVIDE (2) NO 8 X 1"(WOOD SCREWS AT 24"MAXIMUM OC STAGGERED FOR 1 LAYER GYPSUM BOARD EACH SIDE, 16" MAXIMIM OC STAGGERED FOR 2 LAYERS GYPSUM BOARD EACH SIDE AT CIP CONCRETE AND POST -TENSIONED CONCRETE FLOOR' • PROVIDE HILTI X -U 0.157" DIAMETER POWDER -ACTUATED FASTENERS, EMBED 314" PER ESR -2269.24° MAXIMUM OC STAGGERED FOR 1 LAYER GYPSUM BOARD SIDE, 16" MAXIMUM OC STAGGERED FOR 2 LAYERS GYPSUM BOARD EACH SIDE IUNDERSIDE NO INSULATION 3 3 5/T METAL STUDS 3 518 METAL STUDS d .. BATT ACOUSTICAL a INSULATION A 801 A-801 1 BATT THERMAL INSULATION L J 6" METAL STUDS INSULATION DESIGNATION pEACH A B NOTES: 1. SEE SPECIFICATION FOR STUD SPACING AND GAGE. 2. WHERE FIRE AND/OR SOUND RATINGS ARE INDICATED, THE GYPSUM BOARD REQUIRED SHALL BE CONTINUOUS BEHIND ABUTTING NONRATED PARTITIONS SO THAT FIRE AND/OR ACOUSTIC PERFORMANCE IS NOT COMPROMISED. PARTITION -TYPE LEGEND A' NON -FIRE FULL -HEIGHT p p RATED PARTITION PARTITION/WALL CONFIGURATION p/ NON -FIRE RATED PARTITION BRACED AT CEILING N �-1 E9 PTN-TO-FLR SEISMIC CONNECTION FOR SITUATIONS PARTITION PARTITION NO SCALE _ r =1-0" E3 NO SCALE NO SCALE E NO SCALE 01 (SCHEMATIC) STRUCTURE (SCHEMATIC) STRUCTURE. / GENERAL NOTES: 20 GAGE MINIMUM DEEP LEG TRACK OR SLOTTED STUDS CUT 3/4" SHORT TRACK TO ALLOW 3/4" DEFLECTION. MAINTAIN APPLY OR PATCH FIREPROOFING DEFLECTION CAPACITY AND FIRE -RATING AT ALL FIREPROOFING IS REQUIRED) STRUCTURAL MEMBERS OF TRACK OR STRAPS TO ALLOW 3/4" DEFLECTION AT TOP OF FINISH MATERIALS (WHERE OCCURS) AT PARTITIONS WITH ACOUSTICAL INSULATION, (WHERE PROVIDE 3/4" CLEAR SPACE TO ALLOW 314" INSTALL GYPSUM BOARD 2" SHORT TO DEFLECTION. DO NOT SCREW FINISH MATERIALS ACCOMMODATE LARGER ACOUSTICAL SEALANT AFTER INSTALLATION INTO TOP TRACK - FASTEN INTO STUDS ONLY JOINT NEEDED TO ACHIEVE 3/4" DEFLECTION • 8"MAXIMUM / .,,/ / FLUTED METAL DECK (20 GAGE MINIMUM) WITH OR WITHOUT CONCRETE. TYPICAL THROUGHOUT THIS DETAIL ALL WIRES 3 TIM ES (2) 12 GAGE AT 4'-0" OC ALONG PARTITION ISTED AT A WIRES MAX A MAX PARTITION ATTACHMENT ,� ® ATTACHMENT OF SPLAY WIRES TO STRUCTURE AT STEEL STRUCTURE: BEAM CLAMPS. AT CIP CONCRETE STRUCTURE: • • .. - / \314" CLEAR AT UNRESTRAINED END, EACH DIRECTION SEISMIC CLIP PER ES REPORT ESR -1222 \ \ ... •- " • ......, � � �� �� "� ' `� � ":::,:'..i,::: 0 OC MAX - MAXIMUM CLIPAT4 ATTACHMENT PO T � o4. —54CONCRETE EMBED THRICE -LOOPED WIRE EMBEDDED INTO (10 MINIMUM EMBEDDED LENGTH).OR - o o ,;.•.,•..;.:; — - i _ ACOUSTICAL INil CASING BEAD WHERE EXPOSED TO ..• E J _ . CEILING MANUFACTURER'S CLIP, FASTENED TO SEALANT AND BONDP BREAKER SEISMIC DESIGN CATEGORY A AND B: STEEL ONLY DECK. VIEW, TYPICAL �! �� L, I I CONCRETE WITH POWDER -ACTUATED FASTENERS. — — - — 1 �■ ■■ TAPE - \ ACOUSTICAL CEILING FOAM TAPE TO PLUG GAPSPARTITION AT SUSPENSION SYSTEM TOP TRACK, 20 GAGE MINIMUM, PAINT FLAT BLACK . _ —'+� • = CASING BEAD — I-7 ��� , AT PRECAST OR POST -TENSIONED CONCRETE. CEILING MANUFACTURER'S CLIP, FASTENED TO CONCRETE WITH (2) 5/16 TAPCON SCREWS EMBEDDED 2"PER ESR -2202. AT OPEN WEB JOISTS OR TRUSSES:. WIRE LOOPED AROUND BOTTOM CI -V,0, AT WOOD JOISTS (2" NOMINAL MINIMUM WIDTHS 1/4" DIAMETER X 3" LONG CLOSED -EYE SCREWS WITH 1" MINIMUM PENE T?AT.:I•I. OR O STAPLES MINIMUM ONTO LOOPED WIRE INTO SIDE OF JOIST. CASING BEAD, TYP " NO 8 SCREWS AT 16 OC OR 4" WIDE PLATE 20 GAGE f� MINIMUM) AT 48" MAXIMUM — • • ' : ' • „ ' ~ • MAIN TEE OR CROSS TEE BEYOND (SUSPENSION SYSTEM) TEGULAR-EDGED ACOUSTICAL RE -RABBET AND PAINT AT CUT CLOSURE ANGLE CEILING PANEL - TILE EDGES STEEL AND CONCRETE DECK: OC; WHERE NECESSARY FOR ATTACHMENT HILTI X -U 0.157 DIAMETER POWDER -ACTUATED FASTENERS AT 24" OC, EMBED 314" PER ESR -2269 SEISMIC DESIGN CATEGORY C, D, E, AND F: STEEL -ONLY DECK: NO 10 SCREWS AT 12" OC OR STEEL AND CONCRETE DECK HILTI X -U 0.157" DIAMETER POWDER -ACTUATED FASTENERS AT FASTEN TRACK TO PLATE WITH (3) NO 8 SCREWS AT 48" MAXIMUM OC FASTEN PLATE TO STEEL -ONLY DECK WITH (2) NO 8 SCREWS EACH END OF PLATE OR TO STEEL AND CONCRETE DECK WITH (2) HILTI X -U 0.157" DIAMETER POWDER -ACTUATED FASTENERS, EMBED 314", MIN 4" SPACING PER ESR -2269 A PTN ORIENTED PERPENDICULAR OR DIAGONAL TO CEILING TEES _ B O O PARTITION ORIENTED PARALLEL TO CEILING TEES NOTE UON ALL POWDER -ACTUATED FASTENERS HILTI PER ES REPORT ESR -2269. ACOUSTICAL 18" OC, EMBED 3/4" PER ESR -2269 NON -ACOUSTICAL ALT PERIMETER SUSPENDED TEGULAR-EDGE SUPPORT FOR ACP SYSTEM WITH TILES � PARTITION, TYP PARTITION, TYP PARTITION HEAD ATTACHED WITH TEGULAR- EDGED TILES) TO SUSPENDED ACOUSTICAL CEILING SYSTEM / � PARTITION PERPENDICULAR TO FLUTES A O PARTITION OFFSET AND PARALLEL TO FLUTES O PARTITION BETWEEN PARALLEL FLUTES C7 INTERSECTION OF NON -RATED PARTITIONS WITH FLUTED METAL DECK ABOVE Cl FASTEN EXCEPT AS INDICATED IN DETAILS C AND F, 3/4"EACH DIRECTION. DO NOT FASTEN TO STRUCTURE PER CISCA 3- COMPONENTS OF MECHANICAL, ELECTRICAL, PLUMBING CLEAR AT ONE END IN THIS END TO THE CLOSURE ANGLE. AT OTHER END 4 (FIGURES 2, 3, 4, AND 5) ` AND FIRE PROTECTION SHALL BE INDEPENDENTLY • LIGHT FIXTURES WEIGHING LESS THAN 10 FOUR 12 GAGE MINIMUM WIRES SPLAYED 90 POUNDS SHALL BE CONNECTED FROM DEGREES (IN PLAN) FROM EACH OTHER AND. FIXTURE HOUSING TO STRUCTURE ABOVE SECURED TO MAIN RUNNER WITHIN 2" OF BY 12 GAGE TAUT OR SLACK WIRES INTERSECTION. EACH END OF EACH WIRE TO REVIEWED FOR CODE COMPLIANCE APPROVED OCT .1 1 2011 City IN 4- EACH DIRECTION FASTEN TEES TO CLOSURE ANGLE SUPPORTED AND BRACED FROM STRUCTURE (2) BE LOOPED AND WRAPPED AROUND ITSELF BUILDING t3t�1vtt4'ti�iVil a olvisloN ` i I 1 3 TIMES MINIMUM WITHIN A 3" MAX LENGTH—....„404I / LIGHT FIXTURES WEIGHING MORE THAN 10 R �•--- HANGER WIRE AT EACH PERIMETER MAIN TEE AND PERIMETER CROSS TEE i. WHERE HANGER WIRES ARE MORE THAN 1:6 OUT -OF -PLUMB, PROVIDE HANGER 12 GAGE MINIMUMCOUNTER SLOPING WIRES - - POUNDS AND LESS THAN 56 POUNDS, AND AIR TERMINALS/ SERVICES WEIGHING MORE �.P�' THAN 20 POUNDS AND LESS THAN 56 POUNDS �`' SHALL BE CONNECTED FROM FIXTURE HOUSING TO STRUCTURE ABOVE BY (3) 12 Oso 2j � WIRES AT 4'-0" OC EACH DIRECTION - NO MORE THAN (� O S° GAGE TAUT OR SLACK WIRES ATTACHED AT STABILIZER BAR TO MAINTAIN 1:6 OUT OFrPLUMB, TYPICAL y a DIAGONAL CORNERS _� �' PROVIDE FLEXIBLE CONNECTION TO PERIMETER TEE SPACING METAL -FRAMED TRAPEZE AS NECESSARY TO A / LIGHT FIXTURES AND AIR TERMINALS/SERVICES WEIGHING MORE THAN 56 POUNDS AND ALL � �•' SPRINKLER HEAD THAT ALLOWS CEILING TO MOVE 1" IN ALL HORIZONTAL DIRECTIONS MAIN TEE OR CROSS AVOID OBSTRUCTIONS =� WIRE LOOPED AND WRAPPED ITSELF 3 TIMES MINIMUM MAINTAIN HANGER WIRE PENDANT LIGHT FIXTURES SHALL BE SUPPORTED DIRECTLY FROM STRUCTURE APPROVED HANGERS TEE AROUND ABO'v7=USING (SUSPENSION SYSTEM) HEAVY DUTY AT EACH END OF HANGER WIRE SPACING AND CAPACITY � WITHIN A 3 MAXIMUM LENGTH BELOW OBSTRUCTION C1 � G ••••0 I • ❑) A-801 _ ACOUSTICAL CEILING PANELS — LIGHT FIXTURES,AIR TERMINALS,AND SERVICES SHALL BE POSITIVELY ATTACHED TO THE CEILING SYSTEM FOR SPANS UP TO 6'-0", USE A SINGLE 20 GAGE 15/8" COMPRESSION STRUT FASTENED TO MAIN TEE WITH (2) NO 8 8" MAX CLOSURE ANGLE COMPLY WITH ADDITIONAL PROVISIONS OF ASTM E580,DIRECTION LOCATE BRACING AT 12'-0" OC EACH AND WITHIN 6'-0" OF PERIMETER SCREWS AND TO STRUCTURE WITH (2) HILTI X-DNI.145 DIA X 314" 147 Olt 60 ASTM C635, ASTM C636, AND ASCE 7-10, SECTION 113.5.6. WALLS, PARTITIONS,OR EXPANSION JOINTS , FOR SPANS UP TO 9'-0", USE DOUBLE / SECTION 13.5.6. COMPRESSION STRUT FOR EXEMPTIONS, SEE ASCE 7-10, A PERIMETER SUPPORT B O GENERAL SUPPORT 0 LIGHT FIXTURE AND MECHANICAL SERVICE SUPPORT 0 LATERAL BRACING FOR CEILINGS EXCEEDING 1000 SF 0 SPRINKLER HEAD CLEARANCE O RECEIVED CITY OF TUKWILA SEP 27 2017 INSTALLATION OF SUSPENDED ACOUSTICAL CEILING SYSTEMS - IBC SEISMIC DESIGN CATEGORY D PERMIT CENTER Al 1 1/2" =1'-0" SAB EY Architecture 12201 Tukwila Int' Blvd - 4th Floor Seattle, WA 98168 206.281.8700 sabey.com INTERNAP. OFFICE TI INTERGATE.EAST, BLDG 5 3355 S 120TH PLACE TUKWILA, WA 98168 09/01/17 PERMIT 08/04/17 REVIEW MARK I DATE I DESCRIPTION PROGRESS DATE: 09/01/17 DRAWN BY: BH CHECKED BY: APPROVED BY: KA PROJECT NO: D17 - 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 CEILING DETAILS A-801