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Permit D18-0395 - EATON - NEW TENANT IMPROVEMENTS
EATON 14220 INTERURBAN AVE S BLDG A 018-0395 Parcel No: Address: C-1) City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 3365901881 14220 INTERURBAN AVE S BLDG A Project Name: EATON Permit Number: D18-0395 Issue Date: 4/8/2019 Permit Expires On: 10/5/2019 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: SHELBY COMPANY LLC-FWC 1015 3RD AVE #900 INTEGRATED REAL ESTATE SVCS, SEATTLE, WA, 98104 LAWRENCE HOUSTON 10002 17 AVE NE , SEATTLE, WA, 98125 D P INC GENERAL CONTRACTORS 19936 BALLINGER WAY NE, SEATTLE, WA, 98155 DPINCGC066BU Phone: (206) 526-1373 Phone: (206) 361-2989 Expiration Date: 1/31/2020 DESCRIPTION OF WORK: NEW TENANT IMPROVEMENTS TO EXISTING SUITE (20,000 SF APPROX). Project Valuation: $810,000.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: VB Electrical Service Provided by: TUKWILA Fees Collected: $12,295.31 Occupancy per IBC: U Water District: TUKWILA Sewer District: TUKWILA 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: 2017 2017 2017 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: &d b L\ Date: Li" /5 I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Print Name: This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: 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. 2: 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. 3: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 4: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 5: 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. 6: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 7: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one-third and lower one-third of the water heater's vertical dimension. A minimum distance of 4 -inches shall be maintained above the controls with the strapping. 8: 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). 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: 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) 16: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 17: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 18: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1010.1.9.1) 19: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1013.1) 20: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1013.6.1) 21: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on-site generator. (IFC 1013.6.3) f � 22: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot-candle (11 lux) and a minimum at any point of 0.1 foot-candle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot-candle (6 lux) average and a minimum at any point of 0.06 foot-candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to -minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1008.3.5) 23: 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). 24: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 26: 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) 27: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2437. 28: Local U.L. central station supervision is required. (City Ordinance #2437) 29: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2437) (IFC 901.2) 30: Maintain fire alarm system audible/visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible/visual notification devices. (City Ordinance #2437) 31: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 32: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 33: 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. 36: In order to provide you with the fastest police and fire protection under emergency conditions, please post your suite, room or apartment number in a conspicuous place near the main entry door. 34: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 25: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 35: 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 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Date Application Accepted: Date Application Expires: CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: King Co Assessor's Tax No.: 14220 Interurban Ave S. Building A Tukwilla. W� Tenant Name: Eaton Suite Number: PROPERTY OWNER Name: Lawrence Houston Address: 10002 17th Ave NE Name: Phone: (206) 526-1373 Fax: Email: lawrencehouston@comcast.net Address: City: Seattle State: WA City: State: Zip: CONTACT PERSON — person receiving all project communication Name: Lawrence Houston Address: 10002 17th Ave NE City: Seattle State: WA zip: 98125 Phone: (206) 526-1373 Fax: Email: lawrencehouston@comcast.net GENERAL CONTRACTOR INFORMATION Company Name: Pattison General Contractor Address: 15235 NE 90th Street Builing U City: Redmond State: WA Zip: 98052 Phone: (425) 497-8222 Fax: Contr Reg No.: PATTIGC917C7 Exp Date: 12/31/2018 Tukwila Business License No.: BUS -0992772 H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh 100 Floor: First/2nd New Tenant: m Yes ..No ARCHITECT OF RECORD Name: Self Funded Company Name: Lawrence Houston Arch City: State: Zip: Architect Name: Lawrence Houston Address: 10002 17th Ave NE City: Seattle State: WA Zip: 98125 Phone: (206) 526-1373 Fax: Email: ENGINEER OF RECORD Name: Self Funded Company Name: DCI Engineers City: State: Zip: Engineer Name: Brent Robinson Address: 818 Stewart Street Suite 1000 City: Seattle State: WA zip: 98101 Phone: (206) 332-1900 Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Self Funded Address: City: State: Zip: Page 1 of 4 'BUILDING PERMIT INFORMATI 206-431-3670 Valuation of Project (contractor's bid price):l 510 / O9 Existing Building Valuation: $ Describe the scope of work (please provide detailed information): New tenant improvments to existing suite (20,000sf approx.) Will there be new rack storage? ❑ Yes m.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below 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 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: m Sprinklers ® Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes 0 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 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:Wpplications\Forms-Applications On Line\2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC In Floor 38,000 8,000 0 VB F-2 2"d Floor 24,000 11,000 0 VB B 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 Yes 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: m Sprinklers ® Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes 0 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 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:Wpplications\Forms-Applications On Line\2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh 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 THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OW OR AUTHO ED AGENT: Signature: Date: 12/20/2018 Print Name: Lawrence Houston Day Telephone: (206) 525-0053 Mailing Address: 10002 17th Ave NE Seattle WA 98125 H:Wpplications\Forms-Applications On Line12011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh City State Zip Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PermitTRAK PAID $8,103.72 D18-0395 Address: 14220 INTERURBAN AVE S BLDG A Apn: 3365901881 $8,103.72 DEVELOPMENT $7,742.83 PERMIT FEE R000.322.100.00.00 0.00 $7,217.83 PLAN CHECK FEE R000.345.830.00.00 0.00 $500.00 WASHINGTON STATE SURCHARGE 6640.237.114 0.00 $25.00 TECHNOLOGY FEE $360.89 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R17149 8000.322.900.04.00 0.00 $360.89 $8,103.72 Date Paid: Tuesday, March 12, 2019 Paid By: INTERGRATED REAL ESTATE SERVIC Pay Method: CHECK 1735 Printed: Tuesday, March 12, 2019 3:39 PM 1 of 1 SYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK I ACCOUNT QUANTITY PAID $4,191.59 D18-0395 Address: 14220 INTERURBAN AVE S BLDG A Apn: 3365901881 $4,191.59 DEVELOPMENT $4,191.59 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R16191 R000.345.830.00.00 0.00 $4,191.59 $4,191.59 Date Paid: Thursday, December 20, 2018 Paid By: INTEGRATED REAL ESTAT SERVICE Pay Method: CHECK 1672 Printed: Thursday, December 20, 2018 12:30 PM 1 of 1 SYSTEMS INSPECTION RECORD Retain a copy with permit INSPF£iff1N N0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION b-1,8 _e -ctAr 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request tine (206) 438-9350 (206) 431-3670 Project: '/97-eN Type of Inspection: 50C .D/N t1/01/-4--- W)'LA, ddress: Address: /rZ20 /h7W vREVW/fit//S Date Called: Special Instructions:Date ,CDG /T Wanted: 3 -//-20 a.m. p.m. Requester: $RY ✓ liePHM$ Phone No: 12-5-61141- 62i/ 7 ElApproved per applicabie codes. Corrections required prior to approval. COMMENTS: rjv/L-ve/Y� f=i1X/�-L /7/0/0 Inspector: Date: cry 4') 4/4 (5 -- 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 168-0395" Project: 1O / Type of Inspection: aSoC.D/46- Fl4914 Address:L41/7,Rltr?g _ Pate Called: 9-2 7---261 Special Instructions: ets& ,re_ — 23 — 7/(02 _ ?; e Date Wanted: a.m. _ p.m - Requester: Phone No: .2. — Approved per applicable codes. I: Corrections required prior to approval. COMMENTS: XAjcit rut ANA -4- 0/1 E/cc 1hc�,C iNiyL /el5f /EA-Df 7 gCrieveS • at_ re ,51-4-1( Inspecto3 tia Date: n 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 bO3?J Project: [' _,(_ L�Q�,1 O N Ty a of Inspection: �r • VtSP1 Llai 1 i Address:It �e}' P/2 zA V � �� 7J/jfa O 7 - Special Instructions: 'butA Date Wanted q — Z3' �Z�J a.m. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. OMMENTS: Inspector: Date: Q ei3- 1 , 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 ®18-03c8— Project: Type of Inspect l ^ SI�IFr . •� / @it 1 tA- Adddreesss2//�/ c - ., ��[�JJ r I2W Y7/M witin Special Instructions: YYN. l rt �\' T-7V� Date Wanted: a.m. PAIL Requester: Ken Phone No: 24-2 76 -,35"78 ElApproved per applicable codes. El Corrections required prior to approval. COMMENTS: 1) - Oft cuc-0 Date: 26 /5 n REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Inspector: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: 64:404) Type of Inspection: al 11 Address: izoZ) 3 . Q . Special Instructions:"?:::::, A Date Wanted: a.m. �%--3�+ � p.m. Requester: prAVG— Phone No: 2 -3 9/-73972 Approved per applicable codes. O Corrections required prior to approval. COMMENTS: -7r37-9 i/diage-- /5 A.,&ze} P9$7340Yitd'. Inspector:EC Date: REINSPECTION FEE REQUIRED. Prior to next insper!fion!fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPEC ON NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project:�� evt l a 1 J ar, Azok' Type of Inspection: I.I�L Address: JL1SW. ( ictit-. 1'6 5a-) CA0 r U Date Ca ed:: GYar`i Si5ecial Instructions: 4:61c...--ro o_t_zt dAeA) eil'Yic . t A .Polies. Date Wanted: a.m. p.m. Requester: J V5- Phone No: Zeo ,1/ 7b to ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: evt l a 1 J ar, Azok' _rnf%t 6(2/ ' Pc oN/'e-S G✓c.A-)S Qui- Cj '1Z,r? ictit-. 1'6 5a-) CA0 r U 0 jJ 4154-1-tcsi (T Y 1 Ketc4\ GYar`i r 4:61c...--ro o_t_zt dAeA) eil'Yic rozoe. is Afprotrsi ((L). T' l oy,(Jrcie_ SL!%lh ,/, r' *Ok v O IPt v`✓ 19 to 411 1 ev4- '4'1,--Ghr.►/ai Inspecto73 Q J Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. r r INSPECTION RECORD Retain a copy with permit INSP TION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 Dig -o3 (206) 431-3670 Project:` /0 Tysp c ' n: 'km 126.6,44 Address: �( - ( /74aZ© U.y Lam! Ave_ r-5 �j - . Special Instructions: 1A „ 6-C:yc-� Date Wanted: ,-z9-Z Z7 -� Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. CO/MMENTS: ✓� {_ kinigEnV �J_ ST go0vfSflv fx-ri4 2''D fftoor LS Nc) .11 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 ISS - 039 PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project644.64) Type oftion: Ad ss: 17220.. )rU.rhet) S Special Instructions: St- t J� ( Dae anted: a.m. Requester: �� Phone No: qz• 3445---233 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: /in/i r tZ r --,r914/1 Air X-- r;;A4,r1 43 5�' M---.0dr ©l� . \-0,rte Tv t l� -e C 2 L fr- e / 7v l- tS Aid /Zc-A-. tnspectorr Dater ! 79 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 33 c L 0) 1 DCI E n G I n E E R 5 Washington Oregon California Texas Alaska Colorado Montana FILE Structural Calculations Eaton Fairway Center TI Tukwila, WA DCI Job Number 18011-0349.00 December 3, 2018 REVIEWED FOR CODE COMPLIANCE APPROVED FEB 15 2019 City of Tukwila BUILDING DIVISION Prepared for: Integrated Real Estate Services, LLC 1015 3rd Avenue, Suite 900 Seattle, WA 98104 818 Stewart Street, Suite 1000 NMI NMI fECERVED CITY OF TUKWILA DEC 2 0 2018 PERMIT CENTER Seattle, Washington, 98101 Phone (206) 332-1900 Service innovation Value DIA- Mq' Design Maps Summary Report rgI Design Maps Summary Report User -Specified Input Report Title Eaton Fairway Center Sun December 2, 2018 17:17:23 UTC Building Code Reference Document ASCE 7-10 Standard (which utilizes USGS hazard data available in 2008) Site Coordinates 47.47562°N, 122.25787°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III Page 1 of 2 USGS-Provided Output Ss = 1.472 g Si = 0.550 g SMS = 1.472 g SMI = 0.826 g Sus = 0.982 g S°1 = 0.550 g For information on how the SS and Si values above have been calculated from probabilistic (risk -targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. lb3 13) 133 1. 1/13 5 0.90 in 0.73 Ob) Oda 030 0.13 0 MCEI Response Spectrum OK» 0.33 040 024 01»7 IAO 1.31 1.10 1.40 Imo 20) Period, T (sal For PGAM, T„ CRs, and Cal values, please view the detailed report. 1.10 107 0.90 0.8.3 0.70 024 03) 0 030 0.30 0.10 003 0100 0.37 0.40 024 0») 113) 1.33 140 11.4 1 Design Response Spectrum Period, T (mc) 21) https: //prod01-earthquake.cr. usgs.gov/designmaps/us/summ ary.php?template=minimal& la... 12/2/2018 DCI EfGifEERS Project No. Igin1-a3y1 Sheet No. Project t A7 a r/ f /4) ile, hl A y T Date` ll L 1, Subject . L,, u Dunt... GALGJ' By 31�. Aw w -r {(s/1 7.)()J-10,) 11' ey f p/ R P izp 1sz R,9 't... r 1), t i b. (5Z 71. 3r. 10114'. t,0)) 2rJ pz{ CI W1v' 7i . E -c 6-p- 46p) 0, 5ry tt a) a.9 / L- 0.1/ 1. ( k2 --y p rC (Ail)) 11.1 4.1 b u-rPUT, G vt,g..r./.f . n DCI EfGifEERS Project No. t$oIt-- 031/1 Project _g_A fib /l w A G C ►,�-r X11 rt T. Sheet No. Date *1-/.'/i Z Subject LL_ up P b VA GAL L1 By i3it 11-- e o (4-T Z PPo(4-T t A/Lo vf•✓p- b} ap aw wz�to/L4.L1(Zf) 7 1711l I Z. , ; •( (7 71( drr) U' z 5, it L Lt77)Cr:4/Y ` 1) f-7 (s)(117-07-)(1.nix (2-) (3(5,0(21g. k 1:br.,rx 11-il 0)V ff 611" -7, 5 ;,,-:4+ t JJ kt U f"E k "/ t 4"C t H t -t z24" ,IA/ -EP• (4t) A -r -11 J- isv'C i- �z, c+� o _ 811 trJPL77 d N • • i 1■■IIL.TI www.hilti.us Company: Specifier. Address: Phone I Fax: E -Mail: DCI BR Page: Project: Sub -Project I Pos. No.: Date: Profis Anchor 2.7.9 1 Eaton Fairway Center OH Door Support 12/3/2018 Specifier's comments: 1 Input data Anchor type and diameter: Effective embedment depth: Material: Evaluation Service Report: Issued I Valid: Proof: Stand-off installation: Anchor plate: Profile: Base material: Installation: Reinforcement: Seismic Toads (cat. C, D, E, or F) HIT-HY 200 + HIT -Z 112 hetopt; = 2.750 in. (hef,i;mt = 3.250 in.) DIN EN ISO 4042 ESR -3187 3/1/2018 13/1/2020 Design method ACI 318-08 / Chem eo = 0.000 in. (no stand-off); t = 0.500 in. Ix x I, x t = 11.000 in. x 11.000 in. x 0.500 in.; (Recommended plate thickness: not calculated S shape (AISC); (L x W x T x FT) = 3.000 in. x 2.330 in. x 0.170 in. x 0.260 in. cracked concrete, 2500, fe' = 2,500 psi; h = 5.500 in., Temp. short/long: 32/32 °F hammer drilled hole, Installation condition: Dry tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar yes (D.3.3.6) R - user is responsible to ensure a rigid base plate for the entered thickness with appropriate solutions (stiffeners,...) Geometry [in.] & Loading [Ib, in.Ib] z itO www.hilti.us Profis Anchor 2.7.9 Company: Specifier. Address: Phone I Fax: E -Mail: DCI Page: 2 BR Project: Eaton Fairway Center Sub -Project I Pos. No.: OH Door Support Date: 12/3/2018 2 Proof 1 Utilization (Governing Cases) Loading Tension Shear Proof Concrete Breakout Strength Loading Combined tension and shear loads Design values [Ib] Utilization Load Capacity / liv j%] Status 1,920 2,933 66/- OK -/- Bs Utilization limy [%] Status 3 Warnings • Please consider all details and hints/wamings given in the detailed report! Fastening meets the design criteria! 4 Remarks; Your Cooperation Duties • Any and all information and data contained in the Software concem solely the use of Hilti products and are based on the principles, formulas and security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be strictly complied with by the user. All figures contained therein are average figures, and therefore use -specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you. Moreover, you bear sole responsibility for having the results of the calculation checked and Geared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific application. • You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you. Project Name: New WorkSpace Model: Beam/Stud —1 Code: 2012 NASPEC [AISI S100-2012] 15.33 Simpson Strong -Tie Connectors Page 1 of 1 Date: 12/03/2018 Simpson Strong -Tie® CFS Designers" 2.5.0.1 Section : 400S162-33 (33 ksi) Single C Stud Maxo = 492.2 Ft -Lb Va = 975.9 Ib 1= 0.69 inA4 Loads have not been modified for strength checks Loads have been multiplied by 0.70 for deflection calculations Bridging Connectors - Design Method = AISI S100 Simpson Strong -Tie Span/Cantilever Bridging Connector Stress Ratio Span N/A Shear and Web Crippling Checks Bending and Shear (Unstiffened): 5.2% Stressed @R1 6.67 Bending and Shear (Stiffened): NA Web Stiffeners Required?: No Connector Anchor Support Rx(Ib) Ry(Ib) Simpson Strong -Tie Connector Interaction Interaction R1 51.13 0 R2 51.13 0 FCB43.5 Min(4#12-14) & (2) #12 SST X to A36 Steel SCB45.5(2) & (2) #12 SST X to A36 Steel 6.77 % 6.43 % 10.43% 6.43% * Reference catalog for connector and anchor requirement notes as well as screw placements requirement Flexural and Deflection Check Mmax Mmaxl Mpos Bracing Ma(Brc) Mpos/ Deflection Span Ft -Lb Maxo Ft -Lb (in) Ft -Lb Ma(Brc) (in) Ratio Span 195.9 0.398 195.9 63.0 446.2 0.439 0.284 L/647 Distortional Buckling Check Span K -phi Lm Brac Ma -d Mmax/ Ib-in/in in Ft -Lb Ma -d Span 0.00 184.0 505.5 0.388 SIMPSON STRONG -TIE COMPANY INC. www.strongtie.com Uco UY O co I-OCY�rr Yo -Uzw o om Owreco pz LIJ C) w 0 —11".) M z u.UO6a.0 r UWUwoUU cn w Z= O O o ZcDCO - Z 0_ ~ J Z E- 0 0 OJW YQU <Wa U U 2 Z Z 033 i-00 a.orere Ummm J J J J 1-000 OLacOa) cn �UUU Sketch # SSK-1 Project Name: Eaton Fairway Center Project #: 18011-0349 By: BR Date: 12/3/18 DCI Er1GIfIEERS 818 Stewart Street, Suite 1000 1 Seattle, WA 1 98101 (206) 332-1900 Field Sketch: Plan v/sg0D1✓ 71K�3A fl K.-3 A I• 1( (-rYP, 3'- a. r+AX -rYP r v WfJ x9, x!`i r -- =tt {rVtiLI� �l \I AT( o�E244 LAD p tar& bf i),,✓4, (4) 1. Ix" \A/ tim 44) 1JDi"&: Lrvs'tAIA_ Aff ?A i PSL- -C P G \y -TT !iv G a v -t PA iI. t L1; Sketch # SSK-2 Project Name: Eaton Fairway Center Project #: 18011-0349 By: BR Date: 12/3/18 DCI E f G I n E E R S 818 Stewart Street, Suite 1000 1 Seattle, WA 1 98101 (206) 332-1900 Field Sketch: Roll -Up Door Reinforcing Elevation ()> y 1.41GT1 N1 -t >-1 -tUv -b - t r.1 AP/ � 4 D /Lf w12;1t," ,rJ L amp 14 V N L :7, L._ Gv,�d to r G v tr pE(L P'(tee 2 GP L.. & 1)D Q t.-rr 1f 3/9`i)Or fNA, Ai1t. GRauT• 111 () sa 4' , 13 Aft P- C,_ v r1.' e- RAJ E D� LN fek -rye, ct,vg. C-0 L. Sketch # SSK-3 Project Name: Eaton Fairway Center Project #: 18011-0349 By: BR Date: 12/3/18 DCI Er1GIflEERS 818 Stewart Street, Suite 1000 1 Seattle, WA 1 98101 (206) 332-1900 Field Sketch: Roll -Up Door Reinforcing Details DO NOT OVERCUT �-- CORE DRILL 2"0 HOLE AT EA CORNER PRIOR TO SAWCUT SAWCUT NEW OPNG (E) CONC WALL Sketch # SSK-4 Project Name: Eaton Fairway Center DCI Project #: 18011-0349 By: BR Date: 12/3/18 EflGIfEERS 818 Stewart Street, Suite 1000 1 Seattle, WA 1 98101 (206) 332-1900 Field Sketch: Sawcut Detail STUDS TO BE FULLY SEATED AGAINST TRACK (I/i6" MAX GAP) TRACK PER PLAN MaN NO PUNCHOUT SHALL OCCUR WITHIN 1.5 x STUD yz.,_____---- DEPTH OR 10" MIN FROM END OF STUD z,----STL STUDS PER PLAN . 34' MSH TroFgST�y FcRowo SrfvVRS FDG £OGE M/ CCC�RS Por CS OFA qT C0NC (1) #10 SCREW EA STUD FLANGE, TYP (2) PAF ® 12"OC W/ 3/4" EMBED Sketch # SSK-5 Project Name: Eaton Fairway Center Project #: 18011-0349 By: BR Date: 12/3/18 DCI EilCIriEERS 818 Stewart Street, Suite 1000 1 Seattle, WA 1 98101 (206) 332-1900 Field Sketch: Typical Bottom Track Detail T/SLAB 41 PER PLAN T/SLAB PER PLAN (E) CONC OVER MTL DECK 4 d • O Q . d • Q d Qa d wd a 4 n SLOTTED VERTICAL DEFLECTION TRACK PER PLAN W/ (2) PAF'S @ 12"OC TO EA DECK LOW FLUTE - 0 TOP OF STUD DO NOT ATTACH TO TRACK STL STUD WALL PER PLAN DECK FLUTES PARALLEL CONT e54MIL x AS SHOWN W/ (2) PAF © 1 2"OC ALONG DECK LOW FLUTES a (E) CONC OVER MTL DECK .\ / 4 ;x� SLOTTED VERTICAL DEFLECTION TRACK PER PLAN W/ (2) PAF'S 12"OC TO PLATE 0 TOP OF STUD DO NOT ATTACH TO TRACK STL STUD WALL PER PLAN DECK FLUTES PERPENDICULAR Sketch # SSK-6 Project Name: Eaton Fairway Center Project #: 18011-0349 By: BR Date: 12/3/18 DCI E f G I n E E R S 818 Stewart Street, Suite 1000 1 Seattle, WA 1 98101 (206) 332-1900 Field Sketch: Typical Interior Full Height Wall to Existing Slab (E) CONC ON MTL DECK T/(E) SLAB (4) #8 SCREWS T/WALL 4 PER ARCH 1 1 S- 1/4"0 TITEN HD W/ 2" EMBED 2505125-30 TYP ® 4'-0"0C MAX KICKER W/ CUT FLANGE (2) #8 SCREWS EA STUD i GWB PER ARCH STUD WALL PER PLAN Sketch # SSK-7 Project Name: Eaton Fairway Center Project #: 18011-0349 By: BR Date: 12/3/18 DCI EflGIrlEERS 818 Stewart Street, Suite 1000 ( Seattle, WA j 98101 (206) 332-1900 Field Sketch: Typical Interior Partial Height Wall to Existing Slab L11/2x11/2x54MIL x 3" W/ (2) #10 SCREWS EA LEG STL STUD PER PLAN & SCHED ryp/04, ,0"46;0140 614/SAgce L11/2x4x54MIL x 3" (LLH) W/ (2) #10 SCREWS EA LEG 11/2x43MIL TAUT HORIZ FLAT STRAP EA END OF WALL AND ® 48"0C MAX UNO PER PLAN NOTES. SPLICE PER SSK-9 S162-43 BLKG INSTALL AT ENDS OF STRAP & 12'-0"0C MAX (4) #10 SCREWS MIN EA SIDE OF BLKG MIN #10 SCREW AT EA STRAP TO STUD DOUBLE FLAT STRAP BRIDGING WITH BLOCKING Sketch # SSK-8 Project Name: Eaton Fairway Center Project #: 18011-0349 By: BR Date: 12/3/18 DCI Ef1GIf1EERS 818 Stewart Street, Suite 1000 Seattle, WA 1 98101 (206) 332-1900 Field Sketch: Typical Wall Bridging Detail STL STUD PER PLAN & SCHED HORIZ FLAT STRAP SPLICE S162-43 BLKG INSTALL AT SPLICE (4) #10 SCREWS MIN EA SIDE OF SPLICE INTO BLKG AT EQUAL SPACES MIN #10 SCREW AT EA STRAP TO STUD DOUBLE FLAT STRAP BRIDGING SPLICE NOTE: ATTACH BLOCKING/BRIDGING TO STEEL STUDS PER SSK-8 Sketch # SSK-9 Project Name: Eaton Fairway Center Project #: 18011-0349 By: BR Date: 12/3/18 DCI E f G I f EER S 818 Stewart Street, Suite 1000 1 Seattle, WA 1 98101 (206) 332-1900 Field Sketch: Typical Wall Bridging Splice Detail 1 • 33MIL TRACK, TYP SECTION B z i � 0 i= ELEVATION SECTION B T125-33 TRACK (2) ROWS #10 SCREWS ® 12"OC STAGG STL STUD TOP TRACK PER PLAN T150-54 W/ (4) #10 SCREWS EA FLANGE UNO IN HDR SCHED BOX HDR STUDS PER PLAN (2) FULL HEIGHT STUDS, TYP UNO ON PLAN CLIP WEB, SCREW FLANGES TO JAMB W/ (1) #10 SCREW EA END, TYP #10 SCREWS 0 12"OC, TYP PER SHEAR WALL SCHED STL STUD TOP TRACK PER PLAN BOX HDR STUDS PER PLAN 33MIL STUDS 24"OC PER SHEAR WALL SCHED 33MIL TRACK, TYP SECTION A Sketch # SSK-10 Project Name: Eaton Fairway Center Project #: 18011-0349 By: BR Date: 12/3/18 DCI EflGIflEERS 818 Stewart Street, Suite 1000 1 Seattle, WA 1 98101 (206) 332-1900 Field Sketch: Typical CFS Wall Header Detail 3/5/2020 � Q City of Tukwila Department of Community Development LAWRENCE HOUSTON 10002 17 AVE NE SEATTLE, WA 98125 RE: Permit No. D18-0395 EATON 14220 INTERURBAN AVE S BLDG A Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 4/19/2020. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or fmal inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 4/19/2020, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File No: D18-0395 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 January 22, 2019 City of Tukwila Department of Community Development LAWRENCE HOUSTON 10002 17 AVE NE SEATTLE, WA 98125 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D 18-0395 EATON - 14220 INTERURBAN AVE S BLDG A Dear LAWRENCE HOUSTON, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: LEE SIPE at 206-431-3656 if you have questions regarding these comments. • Corrections required: 1. Provide exit sign schedule of location & directions IBC 2015 Sec.1013 2. Please clarify exit discharge location on West side 1st & 2nd floor. 3. Provide location of assembly occupant load signs, accessible signage, floor load signs. IBC 2015 Sec. 1004.3 4. Doors in rooms with occupancy load grater than 50 shall swing in direction of egress. rooms 107, 112, 200. IBC 2015 sec.1010.1.2.1 5. Clarify door hardware in rooms 107, 112, 200 to have panic hardware. IBC 2015 Sec. 1010.1.10 6. Clarify all fire partitions & walls & their ratings. IBC 2015 Sec. 1020, 1024.3 7. Clarify door specified on (Note: (0 on sheet A2.1) Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. Jazzel Salzar Permit Technician File No. D18-0395 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 t PERMIT COORD COPt PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0395 DATE: 02/13/19 PROJECT NAME: EATON SITE ADDRESS: 14220 INTERURBAN AVE S BLDG A Original Plan Submittal Revision # before Permit Issued _X_ Response to Correction Letter # 1 _ Revision # after Permit Issued DEPARTMENTS: Iwo Vim Building Division Fire Prevention Public Works n Planning Division n Structural Permit Coordinator PRELIMINARY REVIEW: Not Applicable n (no approval/review required) REVIEWER'S INITIALS: DATE: 02/14/19 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: DUE DATE: 03/14/19 REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206431-3670 Web .site: http:Ilwww.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the :rail, fax, etc. Date: zlitfgoiq Plan Cl eek/Perni t Number• D18-03,95 El Response to h conipiete Letter • Response to Correction. Letter # _i._ ❑ Revision # after Permit is Issued O Revision .requested by a City Building Inspector Or Plans Examiner O Deferred Submittal Project Name: , EATON ON Project Address: 14220 INTERURBAN AVES BLDG A Contact Person: L4WYCfl _ Ot sfat' Phone Number: Zc" 6 SZS 06G 3 RECEIVED CITY OF TUKWIL FEB 0 7 2019 • PERMIT CENTER Summary of Revision: ti • iix i -t S 111.4 10ea 'eo s 5&aa.n e et Vert ected Cei.0 P 440 AZ' 4! AZ • 5 2� Srte. A •o4or .cdh'®„ 'xi4 4•a curia dovt4est sides 3) 5.44- .42.1 , 4 2.2 41w Iera. .M.. t c' _asSie.Asb ly. atte.earyr scsivi S. et) Poo✓' 0o8 604 Aesit boo, d rd 742Str�j ea► a itree I l [d.t eh larteei )o& s Oa 4 6 lit a are A. €+ pel e.U Qe es Oet 41.1) Poo/4 t /0 4 140 4 4re., Cdarvc 4;44, cm- doorS, l7oors & [ 1r' 1., [1 rev," s 1071 1 i Z, Zoo '4a have(22t41-1- hOelieePfe Pik ,AZ• 3) 6) rev. •44 2,?! Tee 1 Y: o4(- 7� Mole ,*vsd AtfttS AP Aewed a- are. 8 pelf side . Sheet Number(s): "Cloud" or highlight all areas of revision including date o revision Received at the City of `I'tikwila r it Center y: --Entered i .. TRAKiT on W:U'ermit Center (Ra chelle)WonnsWermit Center Documents (,WorDVievision SulmnitsetEmm,doc Revised: August 2013 C*) PERMIT COORD COPY) PLAN REVIEW/ROUTING SLIF PERMIT NUMBER: D18-0395 DATE: 12/20/18 PROJECT NAME: EATON SITE ADDRESS: 14220 INTERURBAN AVE S BLDG A X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: 2-71/0 Building Division II 1 —1Jk 1 Public Works P l CI—II"161 Fire revention Structural IA WM- IZ-7 —I Planning Dives on Permit Coordirtor PRELIMINARY REVIEW: Not Applicable (no approval/review required) REVIEWER'S INITIALS: DATE: 12/25/18 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 1/22/19 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 Home Espanol Contact Safety & Health Claims & Insurance Washington State Department of jLabor & Industries Search L&I A_Zindex Help hMyL 1 Workplace Rights Trades & Licensing D P INC GENERAL CONTRACTORS Owner or tradesperson Principals DODSON, WILLIAM, PRESIDENT Doing business as D P INC GENERAL CONTRACTORS WA UBI No. 601 515 833 19936 BALLINGER WAY NE SEATTLE, WA 98155 206-361-2989 KING County Business type Corporation License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor License specialties GENERAL License no. DPINCGC066BU Effective — expiration 01/31/1994— 01/31/2020 Bond Merchants Bonding Co (Mutual) Bond account no. WA28622 Active. Meets current requirements. $12,000.00 Received by L&I Effective date 12/27/2012 01/31/2013 Expiration date Until Canceled Bond history Insurance Continental Western Ins Co Policy no. CPA6015605 $1,000,000.00 Received by L&I Effective date 08/21/2018 09/15/2016 Expiration date 09/15/2019 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Help us improve GENERAL NOTES LANDLORD / ADDRESS: ARCHITECT 1. All work performed shall be in compliance with the following Codes: 2015 International Building Code with R.M.C., Chap 15 Amendments, I.M.C., U.P.C., N.E.C. 2015 Int. Energy Conservation Code with Washington State Amendments 2015 International Fre Code with R.M.C. Chapter 15 Amendments 2009 ICC/ANSI A117.1 2. Contractor shall verify all existing conditions, levels, and dimensions shown before commencing work. In the event of any conflict (s) or changes between details or between the drawings and specifications notify the architect immediately and prior to starling any work. 3. Dimensions shown are to face of concrete walls, to face of framed walls, to center line of columns, party walls, and to centerline of openings unless noted otherwise. 4. Provide horizontal fireblocking in all frame walls at 10'4T on center and where frame walls penetrate ceilings. Fireblock in accordance with I.B.C. latest locally adopted edition (R.M.C.). 5. Dimension from rough opening jamb to adjacent, perpendicular stud walls shall be 3" minimum unless noted otherwise. 6. AI new interior walls are 2x4 studs unless noted otherwise. 7. Maximum change in floor elevation at any doorway, or max. threshold height shall not exceed 4' vertically. 8. All decorative materials & furniture are requred to be maintained in a flame retardant condition. 9. Provide illuminated exit signs as indicated on plans, as specified, and as required by code. 10. Penetrations of fire -resistive walls, floor -ceilings, and roof -ceilings shall be protected as required in IBC Chapter 7. All fire stop material shall be installed and rated in accordance w/ ASTM E 814 or UL1479. 11. Contractor shall provide fire safety during construction, access and water supply shall be established and maintained per 2015 IFC & Fre department requirements. 12. Provide Non -paper faced moisture -resistant gypsum board on walls in wet and moisture prone areas. 13. Contractor to verify all rough -in dimensions for all equipment & fixtures furnished & installed. 14. Typical wall sections, finishes, and details are not called -out everywhere and may be shown only once. Contractor shall provide as if drawn in full and shall refer to detaied drawings. 15. Contractor shall provide necessary backing to secure any fixture or equipment to structure, and provide backing for equipment and accessory support for the following: shelving, lavatories, cabinets & casework, toilet accessories, closet accessories, stair & handrails, garment hooks, grab bars, pictures/art work, headboards, door & finish hardware, and any other wall & ceiling -mounted items. Verify w/. architect & Owner. Contractor(s) shall coordinate with respective trades for exact locations. 16. Contractor shall safely shore, brace, and support all work as necessary and this shall be the full and sole responsibility of the contractor. No act, direction, review or observation of any systems or methods of the contractor by the owner's representative shall relieve the contractor of this responsibility. 17. CODES: All work shall be performed in strict compliance with federal, state, and local codes and regulations, and any other authority having jurisdiction (AHJ) over the project. Contractor(s) shall protect and indemnify the owner and architect against any claim or liability arising from violation of such codes or regulations. 18. PERMITS: Contractor shall obtain and pay for all required subcontractor permits. 19. QUALITY: Workmanship shall be to the highest standards of the trades involved and the construction industry and materials used and provided of the best quality the market affords. All installations and applications shall conform to the manufacturer's specifications and warranty requirements. 20. GUARANTEE: All materials and workmanship shall be guaranteed for a period of not less than one year from the date of substantial completion or receipt of occupancy certificate unless specified for a longer time period. 21. TRASH REMOVAL: Each contractor & trade shall provide for trash removal at the end of each day. Each contractor and trade shall remove all trash & debris from the site, and within the building and areas swept clean. 22. It is not the intent of the drawings to show or indicate all fastening or framing techniques and/or devices and fasteners, or to show or depict all conditions present. 23. All interior finishes shall be class "If' min. with flame spread rating of less than 75. 24. Comply with SBC, SFC, and local codes pertaining to use of any hazardous materials and flame producing devices during construction. 7-Eleven ®Great Ameru; i Casino uk.41e ,ylverside Casino 9 '.. ?�N t':4eth s. ci S 58w OS ?UKWILA. WA 9 sh T s'er Seattle Sotnhs'de' Chamber of Commerce 0 India Pentecostal `F Church Of Seattle `1" S 144th .St., Amara Pointe VICINITY MAP 1014240 Interurban Avenue South 9 boy s'4M st Pre ter Autobody • Specialists ad, &t"WFi Airflow Systems 0 3 w .P S :44y.8r t, . Pop!Gourmei 9aravo Emu u:vIit.mal s S TON PI Purcell Painting /rj 3 Coatings 7 GRAPHIC SCALE SHELBY COMPANY LLC-FWC 1015 3rd. AVE. # 900 SEATTLE, WA 98104 CONTACT: INTEGRATED REAL ESTATE SVCS TEL: 206.515.0630 PROPERTY MANAGEMENT INTEGRATED 1015 THIRD AVENUE -SUITE 900 SEATTLE, WA. 98104 CONTACT: BOWEN PECK TEL: 206.515.0630 E-mail: bowen@iresl.com PROJECT ADDRESS: 14240 INTERURBAN AVE. SOUTH -SUITE 100 TUKWILA, WA. 98168 BUILDING B -SUITE #100 PARCEL NUMBER PARCEL #: 336590-1881 PROJECT DESCRIPTION NEW TENANT IMPROVEMENT TO AN EXISTING SPACE LEGAL DESCRIPTION Hillmans Seattle garden trs por of lot 1 & all of lots 2 thru 7 & por adj in se 1 /4 of section 14-23-04 daf - beg se cor of said lot 7 th nly alg ely In 315 ft to Ift bank of duwamish river as originally platted th contg on nly prod of sd ely 220 ft m/I to Ift bank as existed under superior court cause no 81-2-05910-4 th wly alg sd bank to an intsn with nely prod of sely In of nwly 72 ft of sd lot 1 th swly alg sd In prod 200 ft m/I to Ift bank of duwamish river as platted in original plat th contg in swly direction alg sely In of nwly 72 ft of sd lot 1 distance of 55 ft m/I to swly In of sd lot 1 th sely alg sd In to intsn with n mgn of s 143rd st first ave th ely alg sd mgn to tpob-tgw por foster joseph do #39 being por of abandoned puget sound electric rr r/w in the sw 1 /4 of se 1 /4 of sd sec 14 sd rr r/w bounded on ne by maule ave on sw by a In 20 ft ne of & pit nely mgn of sr 181 under rec #8905231 1 13 on the se by r/w #5 & on the nw by r/w #6 both r/w defined in qcd and file # 6557639 - tgw vac maule ave adj tgw por vac st adj BUILDING DEPARTMENT CITY OF TUKWILA, PERMIT CENTER 6300 SOUTHCENTER BLVD. # 100 TUKWILA, WA. 98188 CODE REVIEW CODES: BUILDING: PLUMBING: MECHANICAL: FIRE: ELECTRICAL: ENERGY: ADA: 2015 International Building Code (IBC) w/. R.M.C., Chap.15 Amendments 2015 Uniform Plumbing Code (UPC) 2015 International Mechanical Code (IMC) 2015 International Fire Code (IFC) w/ R.M.C., Chap.15 Amendments 2014 National Electric Code (NEC) 2015 International Energy Conservation Code w/. WA State Amendments 2009 Accessible & Usable Buildings & facilities (ICC/ANSI Al 17.1) CONSTRUCTION TYPE: V-B OCCUPANCY CLASSIFICATION: BUILDING: FACTORY LOW HAZARD (F-2) TENANT: OFFICE (B) ASSEMBLY: A-3 SPRINKLERS: YES MECHANICAL & ELECTRICAL DESIGN BY DEFERRED SUBMITTAL BY RESPONSIBLE SUBCONTRACTORS LAWRENCE HOUSTON, ARCH. 10002 17th AVE. N.E. SEATTLE, WASHINGTON 98125 CONTACT: LAWRENCE HOUSTON TEL: 206.819.1279 EMAIL: lawrencehouston@comcast.net STRUCTURAL DCI ENGINEERS 818 STEWART ST. - SUITE. 1000 Seattle, WA. 98101 CONTACT: BRENT ROBINSON TEL: 206.332.1900 E-MAIL: brent@dci-engineers.com. GENERAL CONTRACTOR ,7' T.B.D. ,// /• 7/ // / // / // ./ DRAWING INDEX: A 1.0 SITE, VICINITY MAP, GEN. NOTES A 1.1 CODE SHEET A 2.0 FIRST & 2nd FLOOR DEMOLITION PLANS A 2.1 FIRST & SECOND FLOOR PLANS A 2.2 SCHEDULES A 2.3 FIRST FLOOR REFLECTED CEILING PLAN A 2.4 SECOND FLOOR REFLECTED CEILING PLAN A 3.0 INTERIOR ELEVATIONS A 4.0 TYPICAL DETAILS A 4.1 TYPICAL DETAILS S 1. 0 DETAILS SITE PLAN ROJECT OCATION FAIRWAY CENTER ! P�'vi5l�rd5 PeNn. Permit 10' 20' 40' SCALE: 1" = 40' SEPARATE PERMIT R UIRED FOR: Mechanical Electrical Plumbing 513 Piping City of Tukwila BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED �r FEb 1 ` 2019 12P- City of Tukwila BUILDING DIVISION 80' RECE!`!EO CITY OF TUKWILA FEB 0.7 2019 PERMIT CENTER 441 C CO 8 E 2 > Q r N V n . 00 z R W m C W JF WI" C e rD N 8Qo� W IH W 0 December 7th, 2018 A yJ REVISION 1.31.19 Ct w z w 0 LJ- a z 0 w D 0 W co D CO Z Wrn Q Q Q D W I- Z ~ 0 N r SITE PLAN, VICINITY MAP & GEN. NOTES A 1.0 Pot(6/o9A 140' TOTAL TRAVEL DISTANCE OHD ri.) EXITING PLAN PRODUCT DEMOSTRATION A-3 OCC. 30 FACTOR! 582.42 sf 582/30=19 OHD TRAINING ROOM A-3 OCC. 15 FACTOR 107 1155.45sf 1155/15=77 35' DOOR SEPARATION DISTANCE 92' P • • - a ■ MANUFACTURING AREA F-2 OCC. 100 FACTOR 112 9,023.60sf 9024/100=90 w 172' TOTAL TRAVEL DISTANCE I .,P STORAGE B OCC. 2 101 182/100=2 181.81 sf 1111111. BREAK R 49' A-3 OCC. 15 168.44 sf 168/15=11f -, r ENTRY 3 OCC 15 100 123' 81sf 181/15=1.12 WAITING' A-3 OCC. ;15 102 135.7 sf j 11' _> 136/15=9 A-3 OCC. 15 SPARE B OCC. 1 103 V i 99.74 sf 16'j 99.7/100=1 105 F 149.88 sf j 1 -1150/1-5=1q - .._.•_••_••_II _••_••_••_• `._••_••J w 117.62 sf SPARE /3,, B OCC. 1 104 150'-3" OHD 11•11.4, 118/100=1 ■ OM :5' CONF. ROOM A-3 OCC. 15 209 243.65 sf 244/15=16 Li Li Li BREAK ROOM A-3 OCC. 15 208 CONF. ROOM A-3 OCC. 15 201 285/15=19 285.0 sf 121 9 J/ "OMMS do STORAGE B OCC. 2 „ 0153.54sf ZONE : C/L1 CONSTRUCTION TYPE: V-B, SPRINKLERS: YES SECOND FLOOR A-3 OCCUPANCY - 15 Occupant Load = 728/15 = 49 B OCCUPANCY - 100 Occupant Load = 5,415/100 = 54 TOTAL = 103 TWO BUILDING 'EXIT' REQUIRED TOTAL TRAVEL DISTANCE MANAGER B OCC. 1 202.1 6 147.5 sf 147.5/100=1 3. SPARE 1 B OCC. 1 . 1 _ 7' j 203 :15 / 131.0 sf tI 210 154/100=2 MEN R.R. 211 WOMEN R.R. 212 rr Ars OA rA i1 SPARE \b' B OCC. 1 207 125.0 sf EXITING PLAN 29' 131/100=1 = 2 provided = 140 L.F. IB MANAGER '••- 1••-••, OCC. 1 204�126.8 sf 127/100=1 WORK SPACE B OCC. 100 4400/100=44 4,400 sf I MANAGER --> B OCC. 1 205 , ,Dx /135.47sf I / 135/100=1 371 F 60' N PRINT -MAIL B OCC. 3 206 195.16 sf Scale: 1/8" = 1'-0" 2nd FLOOR I Scale: 1/8" = r-0" 151' TOTAL TRAVEL DISTANCE 1st FLOOR FAIRWAY CENTER 14240 INTERURBAN AVENUE SOUTH TUKWILA, WA 98168 OCCUPANCY GROUPS GROUPS USE OCCUPANCY A-3 A-3 B F-2 EXHIBIT - GALLERY UNCONCENTRATED OFFICE FACTORY -LOW HAZARD 30 S.F. PER OCC. 15 S.F. PER OCC. 100 S.F. PER OCC. 100 S.F. PER OCC. NOTE: ALL OTHER OCCUPANCIES ARE ACCESSORY. -••-••1 TRAVEL DISTANCE: i PROVIDE 44 INCHES MINIMUM WIDE CLEAR PATH, TYP. ZONE : C/L1 CONSTRUCTION TYPE: V-B. SPRINKLERS: YES EIRST FLOOR A-3 OCCUPANCY A-3 OCCUPANCY B OCCUPANCY - F-2 OCCUPANCY - - 15 Occupant Load = 1,790/15 = 119 - 30 Occupant Load = 582/30 = 19 100 Occupant Load = 400/100 = 4 100 Occupant Load = 9,024/100 = 90 TOTAL = 232 TWO BUILDING 'EXIT' REQUIRED TOTAL TRAVEL DISTANCE = 3 provided = 172 L.F. REVIEWED FOR CODE COMPLIANCE APPROVED FEB 15 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF " UKWYILA FE9 07 21119 PERMIT CENTER ARCHITECT / ENGINEER: ARCHITECT W I` LLI 0 December 7th, 2018 REVISION 01.31.19 CC w z w U U. Q Z 0 Q w 14240 INTERURBAN AVENUE SOUTH TUKWILA, WA. 98168 CODE PLAN COMPLIANCE 9eQ395A1.1 • I.I I !I T 'L E1 ct i L— . EXIT DISCHARGE LOCATION FIRST FLOOR i H 7 10246 useable of V • . N L c IA NI 2 EXIT DISCHARGE LOCATION SECOND FLOOR V L, a;ml.4_Ic. r ; II II • Scale: 1/16" = 11-0" REVIEWED FOR CODE COMPLIANCE APPROVED FEES 15 2019 City of Tukwila BUILDING DIVISION RECf:!`: FO CITY OE TUKWILA FE3072"'9 PERMIT CENTER p 18- O3s: ARCHITECT / ENGINEER: I W C,) 1-- W 0 December 7th, 2018 A REVISION TUKWILA, WA. 98168 EXIT DISCHARGE A 1.2 NEW DOOR OPENING —REMOVE (E) STAINLESS STEEL WAINSCOT DEMO (E) CASEWORK DEMO COUNTER & SINKS OHD I ■ DEMOLITION PLAN GENERAL NOTES 1. EXAMINATION OF PREMISES: THE CONTRACTOR, BEFORE SUBMITTING A PROPOSAL FOR THIS WORK, SHALL EXAMINE THE PREMISES AND ALL CONDITIONS THEREON AND/OR THEREIN. THE PROPOSAL SHALL TAKE INTO CONSIDERATION ALL SUCH CONDITIONS AS MAY AFFECT THE WORK UNDER THIS CONTRACT. SUBMISSION OF A BID BY THE CONTRACTOR SHALL BE CONSIDERED AS ACKNOWLEDGMENT BY HIM/HER THAT ALL SUCH CONDITIONS ARE FULLY KNOWN TO HIM/HER. ARRANGEMENT FOR SITE VISITS SHALL BE MADE THROUGH LANDLORD. 2. GENERAL CONTRACTOR SHALL PAY FOR ALL REQUIRED DEMOLITION PERMITS FEES AND OBTAIN ALL APPLICABLE DEMOLITION PERMITS. 3. GENERAL CONTRACTOR SHALL REMOVE ALL DEBRIS & EQUIPMENT DAILY DURING THE DEMOUTION WORK. 4. NO OVER —CUTTING WILL BE ALLOWED BEYOND THE NOTED HOLE SIZES FOR ANY NEW OPENINGS IN STRUCTURAL CONCRETE SLAB OR THE EXISTING ROOF, UNLESS OTHERWISE APPROVED BY THE ARCHITECT'S REPRESENTATIVE. 5. CUTTING THROUGH EXISTING STRUCTURAL MEMBERS IS NOT APPROVED. THE GENERAL CONTRACTOR IS TO CONTACT THE ARCHITECT'S REPRESENTATIVE SHOULD THERE BE ANY DISCREPANCIES. 6. GENERAL CONTRACTOR IS TO PATCH THE EXISTING CONCRETE SLAB AND DEMISING WALLS AS REQUIRED. G. C. IS TO MAINTAIN A 1—HOUR (OR 2—HOUR) FIRE SEPARATION RATING AT THE DEMISING WALLS AND THE FLOOR/CEILING ASSEMBLIES IF APPLICABLE. 7. GENERAL CONTRACTOR IS TO PATCH AND REPAIR ALL DAMAGED SURFACES TO MATCH ADJACENT SURFACES. ALL EXISTING DRYWALL OR PLASTER THAT IS TO REMAIN AND TO RECEIVE A NEW SCHEDULED PAINT OR WALL COVERING SHALL HAVE ALL DEFECTS (CRACKS, PAINT CHIPPING, HOLES, ETC.) FILLED, PLASTERED OR SPACKLED, SANDED SMOOTH AND CLEANED PRIOR TO THE SCHEDULED FINISH. REPAIR ALL WALLS THAT ARE TO REMAIN TO MATCH EXISTING. WHEREVER A WALL OR FIXTURE HAS BEEN REMOVED OR ANY DAMAGE HAS OCCURRED AS A RESULT OF DEMOLITION OR CONSTRUCTION. 8. SAVE LIGHT FIXTURES FOR POSSIBLE RE —USE. COORDINATE WITH OWNER. (E)MANUFACTURING AREA 104 REMOVE WINDOW,AND CONCRETE FOR NEW 12 FOOT HIGH ROLL UP DOOR EXIST WIDTH FIRST FLOOR - AS -BUILT & DEMOLITION PLAN IUP ■ I DEMO WALLS II & GWB ® I CEILING \ (E)SHOP 105 #100 LOBBY 100 • am (E)OFFICE 101 (E)OFFICE 102 r I DEMO WALLS & 1 DROP CEILING Z 0 #1000 (E) OFFICE 201 REMOVE GLAZING & INFILL REMOVE ALL DATA CENTER, CABLES, JACKS, ETC. REM'Q;VE WALL DOORS it (E) BREAK ROOM A-3 OCC. 15 (E)OFFICE 103 ■ ■ 206 (E) IT 207 MEN R.R. 208 AW ,W�(IEN R.R. 209 re zit" A A Jeri A .war 'I•`\ 1 REMOVE; WALLS & DOOF S II ■ I I (E) OFFICE 202 (E) OFFICE 203 OPEN OFFICE SECOND FLOOR - AS -BUILT & DEMOLITION PLAN 1 I Scale: 1/8" = 1'-0" 200 (E) OFFIC1 204 (E) OFFICE 205 it to it REMOVE WALLS / & DOORS it i `4f FAIRWAY CENTER 14240 INTERURBAN AVENUE SOUTH TUKWILA, WA 98168 LEGEND LI WALL TO BE DEMOLISHED EXIST. WALL TO REMAIN (E) EXISTING SCALE r=1'-0" D 5 10 i Scale: 1/8" = 11-0" ARCHITECT / ENGINEER: U I X z 0 0 x w U z w 5 LLI II— :ii W 0 December 7th, 2018 REVISION LLI Z W 0 0 LLI co REVIEV::.:) NC .. Q Z W 00 Q Q CODE COi�4i- LIAIFINCE Z APPROVED m Q il City of Tukwila il LLU BUILDING DIVISION D I— H Z ZO NrCITYRF;OECF0fTuQv9:LA Him PEP.M1T CENTER Q bi�- 03d759` W FIRST & 2nd FLOOR DEMOLITION PLANS A 2.0 1 NEW 3'-0" EXIT DOOR NOTE 1 PRODUCT DEMOSTRATION -ratll/ I NEW COUNTERTOP & SINK (E) XIT DOOR NEW COLS. SEE SSK-2/3 (E) OHD 108 SSK-6 NOTE 1) New door for exit only. No hardware on pull side. FIRST FLOOR PLAN z 6 CONVENIENCE 6 TRAINING ROOM S PROVIDE WALL BLOCKING SUPPORT FOR WALL MOUNTED DEVICES, TYP. ( oLs • NEW OVHD. DOOR w/. ELECTRIC OPENER 107 SK-5 9 D 0 0 sz ,r7t,44 r MI ■ WA OLSzw SOUND BATS FULL HEIGTH #100 e(E) 6 ■ W SECURITY L & DOOR TRY vsjI AITING 7 icyA 102 MANUFACTURING AREA 112 e/ 426sf�% (E) VISITOR Q) 0 SSK-1 OHD %//// (E) ! _ 9is SPARE (E) (E) 103 SPARE G 104 _ ONVENIENCE DOOR • GA FILE NO. WP 1416 1 HOUR FIRE PROPRIETARY GYPSUM WALLBOARD, STEEL STUDS 3 in STEEL STUDS ® 24" O.C. THICKNESS: APPROX. WEIGHT: FIRE TEST: 4 in 7 psf WFCI 07024, 6-5-07; WECI 08067, 9-12-08 One layer g" proprietary type X gypsum wallboard or gypsum veneer base applied parallel to each side of 3 �" proprietary steel studs 24" O.C. with 1 }" type S drywall screws 8" 0.C. at vertical joints and 12" 0.C. at floor and ceiling runners and intermediate studs. Joints staggered opposite sides. (NLB) CWALL TYPE '1' Scale: 1/2" = 1'-0" LEGEND era EXIST. WALL TO REMAIN NEW WALL EXISTING ( oLs SCALE r=1'-0" OCCUPANT LOAD/AFCCES LE /FLOOR LOAD SIGNAGE SIG WALL TYPE 1 — 1 H FIRE / 40 0 5 10 am# XIT DOOR 4 Scale: 1/8" = 1'-0" 20 ROOM SIDE Z FLUSH N 1(E) COLUMN HALLWAY SIDE COLUMN DETAIL tM6o 3'15 50 Scale: 1/2" = 1'-0" REVIEv CODE COIMAIANCE APPROVED FEB 1 S 2019 City of Tukwila BUILDING DIVISION PECF-t`: EO CITY OF 1tiiiiVILA FE3072019 PERMIT CENTER ARCHITECT / ENGINEER: U w x — U c m Z (E)0 OW N 8 Sz• 1 © tnu >Q°' N W J rA U ceN fD y o w N 3 5 CO d 03 a�� December 7th, 2018 A REVISION 1.31.19 w F- z w 0 Q Z 0 1- 14240 INTERURBAN AVENUE SOUTH TUKWILA, WA. 98168 FLOOR PLANS A 2.1 1 t J PROVIDE WALL BLOCKING SUPPORT FOR WALL MOUNTED DEVICES CONF. ROOM 209 BREAK ROOM 208 NEW OOR I -• PROVIDE WALL BLOCKING SUPPORT FOR TV. - CONF. ROOM 201 RELOCATE DOOR & INFILL WALL% WORK SPACE 200 COMMS & STORAGE 210 MEN R.R. 211 W(IEN R.R. 212 Sel r SPARE 207 SECOND FLOOR PLAN MANAGER 202 SPARE 203 L MANAGER 204 MANAGER 205 PRINT COPY -MALL 206 PARTIAL HEIGHT FURNITURE SYSTEM WALL LEGEND (E) ( oLs ) EXIST. WALL TO REMAIN NEW WALL EXISTING OCCUPANT LOAD/AFCCESSIBLE /FLOOR LOAD SIGNAGE SIGN WALL TYPE 1 — 1 H FIRE SCALE "=1'-0" 0 5 10 L Scale: 1/8" = 1'-0" 20 50 REVIEV -.0 FCR CODE COMPLIANCE APPROVED FEF31 LE'9 City of Tukwila BUILDING DIVISION CITY OF TUKWILA FE3 07 21119 PERMIT CENTER bit3e 39s ARCHITECT / ENGINEER: I U W H 2 U a c z E OwN 3 co w a N W¢3r W rr W m cna m W V) LLI OC 0 December 7th, 2018 A REVISION <CO 1 31 2019 CK W _ Z o W 09 U w03 D CO > rn g QQ Z� It ma CC LL LLI D I— Z_ ~ z CD O Nt N T- r Q W SECOND FLOOR PLAN A 2.2 A DOOR TYPES B C KW MIA IC SE S MI In M No NMiUNE WONN OM OMN.NWD pn 01 M1011 I.FSN FWD N N iS IYI®R 11F4 it //CIOR WE NA N. AII7.1 W.* Mai tin N 05l6 NO MIMS el Ft WA ONE N16 if Ni flak DNA N 11E NV tll lit ME F M CI UN N It DOOM 5 100 IA N NN mna MN MOWN 'a. SCALE: 1/4" = 1'-0" 2 PER 2. SCHEDULE Iv J w U 1n CL 2 PER 2. 3'-4" SCHEDULE N 1-6" 2. .I-2" N GL-1 GL-1 GL- 1 1 DOOR FRAME TYPES • FINISH FLOOR 2 SCALE: 1 /4" = 1'-0" VERIFY THROAT SIZE ACOUSTIC BATT INSULATION SEALANT - BOTH SIDES HM FRAME, REFER TO DOOR SCHEDULE DOOR, REFER TO DOOR SCHEDULE HM DOOR HEAD/JAMB SCALE: 3" = 1'-0" VERIFY THROAT SIZE ACOUSTIC BATT INSULATION SEALANT - BOTH SIDES HOLLOW METAL FRAME HEAD/JAMB/SILL INTERIOR WINDOW SCALE: 3" = 1'-0" DOOR SCHEDULE DOOR NUMBER SIZE (W x H x D) DOOR FRAME FIRE RATING DETAIL REFERENCE SIGNAGE REMARKS TYPE MAT'L FINISH GLASS TYPE MAT'L FINISH HEAD JAMB SILL 001 3'-O" x 7'-0" x 1 3/4" C HM PT GL-1 1 HM PT 20 MIN 1/A2.3 1/A2.3 -- -- PANIC HDWR 002 3'-0" x 7'-0" x 1 3/4" H PT `\1 H P -- 1 /A2.3 A2.3 -- -- 1 003 3'-0" x 7'-0" x 1 A HM PT 1 HM PT 0 MIN 2.3 1/A2. 5 -- -- 004-Q'jx 1 3/4" B HM PT -- 1 HM PT -- 1/A2.3 1/A2.3 -- - --\/ 4 B HM PT -- 1 HM PT 20 MIN 1/A2.3 1 /A2.3 -- -- PAIR/ PAC HDW 0 3'-0'' x 7'-0" x 1 3/4" O6 3'-0" x 7'-O" x 1 3/4" A HM PT -- 1 HM PT 20 MIN 1/A2.3 1 /A2.3 -- -- 2 007 PR 3'0ii 7'-0" x 1 3/4" A HM PT -- 1 HM PT -- 1/A2.3 1/A2.3 -- -- 2 008 3'-0"x7'-O"x1 3/4" B HM PT -- 1 HM PT 20 MIN 1/A2.3 1/A2.3 -- -- PAIR/PANIC HDWR 009 PR 3'0'X 7'-0" x 1 3/4" B HM PT -- 1 HM PT 20 MIN 1/A2.3 1/A2.3 -- -- PAIR 010 PR 3'07( 7'-0" x 1 3/4" B HM PT -- 1 HM PT -- 1/A2.3 1/A2.3 -- -- 4 011 3'-0" x 7'-O" x 1 3/4" A HM PT 1 HM PT 1/A2.3 1/A2.3 EXIT PANIC HDWR 012 3'-0"x7'-O"x1 3/4" A HM PT -- 1 HM PT 20 MIN 1/A2.3 1/A2.3 -- -- 4 013 EXIST x 12'-O"x 2" A HM PT -- 1 HM PT -- -- -- -- -- OVH, U 0.34 E113a EXIST x12'-0"x 2" A HM PT -- 1 HM PT -- -- -- -- -- PANIC 201 3'-0" x '-0" x 1 3/4" C HM PT GL-1 1 HM PT -- 1/A2.3 1/A2.3 -- -- PANIC HDWR 20 3' 7'- 1 T -- 1 HM T 1 / .3 1 /A2. -- -- 4 E202a x x 1 /A2.3 1 /A2.3 - K✓w✓ DOOR SCHEDULE ABBREVIATIONS (E) FF GL-1 GL-2 HM PR PT SAV WD EXISTING FACTORY FINISH GLAZING TYPE 1: 1/4" CLEAR TEMPERED GLASS GLAZING TYPE 2: CLEAR 60 MINUTE FIRE SAFETY GLASS (FIRELITE) HOLLOW METAL PAIR PAINT STAIN AND VARNISH WOOD DOOR SCHEDULE REMARKS 1. DOOR HARDWARE FUNCTION: ENTRY WITH PANIC HARDWARE 2. DOOR HARDWARE FUNCTION: PASSAGE 3. DOOR HARDWARE FUNCTION: RESTROOM 4. DOOR HARDWARE FUNCTION: EXIT WITH PANIC HARDWARE 5. DOOR HARDWARE FUNCTION: STOREROOM 6. DOOR HARDWARE FUNCTION: OFFICE 7. DOOR HARDWARE FUNCTION: PERMANENTLY LOCKED - NO HANDLES 8. PROVIDE NEW PAINTED "x2" WOOD TRIM AROUND EXISTING DOOR FRAMES SO THE FRAME HAS THE APPEARANCE OF A METAL FRAME. DOOR GENERAL NOTES: 1. SEE FLOOR PLANS FOR DOOR MARKS & DOOR SWINGS. 2. ALL HARDWARE TO MATCH EXISTING FINISHES. 3. INSTALL LOCKING DOOR HARDWARE ON ALL (E) EXTERIOR DOORS, PRIVATE OFFICES, & IT- COMMUNICATIONS - STORAGE ROOM 4. ALL INTERIOR DOORS TO MATCH EXISTING. 5. ALL TRIM TO MATCH EXISTING. 6. DOOR HARDWARE TO HAVE LEVER HANDLES. 7. BUILDER TO FIELD VERIFY ALL ROUGH OPENING DIMENSIONS. COORDINATE WITH DOOR ORDERS. ROOM FINISH SCHEDULE ROOM FLOOR BASE WALLS CEILING REMARKS NORTH EAST SOUTH WEST No. NAME SUBFLOOR FINISH MAT. FIN. MAT. FIN. MAT. FIN. MAT. FIN. MAT. FIN. 100 ENTRY CONC LVT *(E) *(E) *(E) *(E) TBS P(01) TBS TBS - - (E) ALUMINUM & GLASS FACADE © N & E WALLS 101 STORAGE CONC VCT GWB P(01) GWB P(01) GWB P(01) GWB P(01) ACT SEG P(01) STANDARD COLOR BY OWNER 102 WAITING CONC LVT TBS P(01) *(E) *(E) GWB P(02) GWB P(01) ACT SEG P(02) 0032 SHERWIN WILLIAMS - NEEDLE POINT NAVY 103 SPARE CONC CPT *(E) P(02) GWB P(02) GWB P(01) GWB P(01) (E) (E) P(02) NE CORNER ONLY - P(01) UNDER WINDOW SILL 104 SPARE CONC CPT GWB P(01) GWB P(01) GWB P(02) GWB P(01) (E) (E) 105 VISITOR CONC CPT GWB P(01) GWB P(01) - - GWB P(01) ACT SEG 106 BREAK ROOM CONC LW GWB P(01) GWB P(01) GWB P(01) GWB P(01) ACT SEG 107 TRAINING ROOM CONC CPT *(E) P(01) GWB P(02) GWB P(01) GWB P(01) ACT SEG 108 PRODUCT DEMOSTRATION CONC VCT *(E) P(01) GWB P(01) GWB P(01) GWB P(01) ACT SEG 109 HALLWAY CONC LW GWB *P(01-02) GWB P(01) GWB P(01) GWB *P(01-02) ACT SEG P(02) ACCENT WALLS ONLY - SEE MARKS ON PLAN 110 WOMEN REST ROOM CONC VCT GWB P(01) GWB P(01) GWB P(01) GWB P(01) (E) (E) 111 MEN REST ROOM CONC VCT GWB P(01) GWB P(01) GWB P(01) GWB P(01) (E) (E) 112 MANUFACTURING CONC SLR GWB P(01) GWB P(01) GWB P(01) GWB P(01) - - (E) FINISH TO REMAIN 200 WORK SPACE PLY LW GWB P(01) GWB P(01) GWB P(01) GWB P(01) CUBICLES PER FLOORING & PAINTING MARKS @ PLAN 201 CONFERENCE ROOM PLY CPT *(E) P(01) *(E) P(01) GWB P(01) GWB P(02) 202 MANAGER PLY CPT *(E) P(01) *(E) P(01-02) GWB P(01) GWB P(01) 203 SPARE PLY CPT GWB P(02) *(E) P(01) GWB P(01) GWB P(01) 204 MANAGER PLY CPT *(E) P(01-02) *(E) P(01-02) GWB P(01) GWB P(01) 205 MANAGER PLY CPT GWB P(02) *(E) P(01) GWB P(01) GWB P(01) 206 PRINT - COPY - MAILROOM PLY LVT GWB P(01) GWB P(01) GWB P(01) GWB P(01) 207 SPARE PLY CPT GWB P(01) GWB P(01) *(E) P(01) GWB P(02) e 208 BREAK ROOM PLY LW GWB P(01) GWB P(01) *(E) P(01) GWB P(01) ACT SEG 209 CONFERENCE ROOM PLY CPT GWB P(01) GWB P(01) GWB P(01) GWB P(01) ACT SEG 210 IT - COMMS. & STORAGE ROOM PLY VCT GWB P(01) GWB P(01) GWB P(01) GWB P(01) 211 MEN REST ROOM PLY CT GWB P(01) GWB P(01) GWB P(01) GWB P(01) EXISTING CERAMIC TILE FLOOR TO REMAIN 212 WOMEN REST ROOM PLY CT GWB P(01) GWB P(01) GWB P(01) GWB P(01) EXISTING CERAMIC TILE FLOOR TO REMAIIRFCmED CITY OF TUKV F`:`i 07 /in FINISH ABBREVIATIONS AFF ACT CPT(#) CT CONC. (E) EWF FF GWB LCON LVT ABOVE FINISH FLOOR ACOUSTIC CEILING TILE CARPET (COLOR BY ARCHITECT) CERAMIC TILE W/ SEALER CONCRETE EXISTING TO REMAIN ENG WOOD FLOORING FACTORY FINISH GYPSUM WALL BOARD LIGHT CRETE LUXURY VINYL TILE - PLANKS P(#) SEG ST SLR TBS VCT WD WDS * PAINT (COLOR BY ARCHITECT) SQUARE EDGE (VISIBLE GRID) STAIN (COLOR BY ARCHITECT) CONCRETE/TILE SEALER TO BE SELECTED BY OWNER/ARCHITECT VINYL COMPOSITION TILE - PER MANAGEMENT WOOD WOOD SLATS NO FUNCTION REFER TO REMARKS FINISHES NOTES: Provide new flooring and paint throughout both floors, as follows: 1. (P01) Color by Manager - General wall painting at warehouse, offices, columns, U.N.O. 2. (P02) 0032 Sherwin Williams - Needle Point Navy. See plan for accent wall marks. 3. All non -required items (data center racks, cabling, jacks, etc.) to be remov..d *mitt* existri:- - IT/Communications room. CODE CC.7:r _VANCE 4. Add horizontal mini -blinds to all office windows. APPRO'vCD 5. Add tinted film to all shop windows. 6. New laminate countertops and cabinetry in conference rooms, training r.. , breikroci rij 9 and restrooms, per layout. 7. Provide additional wall blocking support for TVs in conference rooms. City of Tukwila 8. Existing wall mounted items (thermostats, electrical panels, etc.) may nee .alel5da101d£g1fM¢MSIONI due to modular furniture layout. 9. 2X4 High performance mineral fiber ceiling tile, Square Edge (visible grid) 10. Drop Ceilings - Use standard installation Kit per manufacturers specs. 11. Builder to field verify all rough opening dimensions. ILA PERMIT CGNTFR December 7th, 2018 REVISION 01.31.19 w U Z 0 H w I- 0 Co W co D co Z W O Z ma � J W Z ~ O N DOOR & FINISHES SCHEDULES A2.3 / (E)GWB, TYP. OHD r _� sSS/////O///O//ODa/ (E) 8'-0" t UA NEW 'LAY -IN' ACOUSTIC CEILING TILE P PROVIDE SOUND BATS THIS AREA • 7 �////G//'//��/G/// #100 • EXISTING .:pia r.✓/.1////% i NEW 2'x4' TEGULAR SUSPENDED CEILING (E) OPEN WEB CEILING 'i/a//D//%%%/O////O%rrstfs NOTES: 1. LIGHTING LAYOUTS FOR INFORMATION ONLY. FINAL LIGHTING LAYOUTS BY DESIGN/BUILD ELECTRICAL ENGINEER. 2. SEE SHEET A4.1 FOR BRACING DETAILS. (CEILING GRID AND LIGHT FIXTURES) REFLECTED CEILING PLAN @ FIRST FLOOR OHD T_T • (E)DROP CEILING 24"x48" ACOUSTIC TILE, TYP. r////////O/ '�/S SCALE "=1'-0" 0 5 10 20 SYMBOLS o ALARM © CEILING SPEAKER a CEILING FIXTURE - RECESSED CAN • EXIT SIGN o FAN • FIRE SPRINKLER HEAD AIR RETURN FIBERGLASS TILE G HEAT REGISTER - AIR SUPPLY HEAT DIFUSSER - AIR SUPPLY LIGHT FIXTURE - 3 FLUORESCENT EXIT SIGN T //////s%/O/%%''//%/////�%''�/a 4,0 I ill %//O////%/6%%y////rs 50 Scale: i/e" = r-o• bl8eo3?5e RECEIVED CITY OF TWONVILA FE9 07 2e19 PERMIT CENTER REVIE:, CODE CC: V-LIrANCE APPROVED FEB 1`; 2:319 City of Tukwila BUILDING DIVISION ARCHITECT / ENGINEER: I- U x U e 8 E O w N rn @• w >a°' u< O cri o W J co C0.) c cc o Q c m g C w N 3 �cna December 7th, 2018 REVISION 1.31.19 w H Z w 0 a z 0 Q w REFLECTED FIRST FLOOR CLNG. PLAN A 2.4 NEW LIGHT FIXTURES RELOCATE (E) SPRINKLERS ■. NEW 'LAY -IN' ACOUSTIC CEILING TILE NEW CAN LIGHTS •o NEW DIMMABLE CAN LIGHTS Ct S fnlIt T NEW DIMMABLE CAN LIGHTS jDRO" CEILING x413° COUSTIC NOTES: 1. LIGHTING LAYOUTS FOR INFORMATION ONLY. FINAL LIGHTING LAYOUTS BY DESIGN/BUILD ELECTRICAL ENGINEER. 2. SEE SHEET A4.1 FOR BRACING DETAILS. (CEILING GRID AND LIGHT FIXTURES) REFLECTED CEILING PLAN @ SECOND FLOOR 1 / NEW —LIGHT1 FI lURES. SCALE > "=1'-0" SYMBOLS 0 0 I • ri ALARM CEILING SPEAKER CEILING FIXTURE - RECESSED CAN EXIT SIGN FAN FIRE SPRINKLER HEAD AIR RETURN FIBERGLASS TILE 0 HEAT REGISTER - AIR SUPPLY HEAT DIFUSSER - AIR SUPPLY LIGHT FIXTURE - 3 FLUORESCENT EXIT SIGN T 0 5 10 20 Scale: 1/8" = 1'-0" 50 b18e0395 RECEIVED CITY OF 11.1; .WILA FES0721119 PERMIT CENTER REVfE<d. .; f" -2 ... CODE CC{.rLAPPRCeiv CO lr NCE Fa, p: 21113 City of Tukwila i BUILDING DIVISION/ I IJJ H ce W 0 December 7th, 2018 A <I) REVISION 1.31.19 w z w U. F- Z O a w 14240 INTERURBAN AVENUE SOUTH TUKWILA, WA. 98168 REFLECTED SECOND FLOOR CLNG.PLAN A 2.5 P(01) OHD n FIRST FLOOR FINISHES PLAN P(01) 0 #100 1--III11117■ U►ill UIIIR,I,1lIII ;llil1ililInv ir4ra ♦♦♦1Iiirliiiiiiii ►���, -4. ash ,_m. 1. ♦1 ■■■nl�e�nln■■■ ♦����rr♦� 11111111111111 �►♦♦♦♦♦ I■■■-k^■■■- ��j*j��I■u■sa■■■ A. AL AL AILIAll nil I.IH■Ikiiiii ■lM■■I ����� Il1A1111.11111 11111I■■uIusatiA a■■II■■■■IEIVIIi■■■■I I■■■■-__I■■■■I •..... ... Hill 1••••1t11•� 1 111111 MANUFACTURING AREA 112 (E) CONC. SEALED TO REMAIN P(01) OHD i P(02) SIG N �I '1 i� l! slitt 4474 4 211 *Y WOMEN R R (E) r 212 T' VT P(02) SPARE LVT :CP PT. WORK SPACE: •;I:200:: 204; -CPT PT :.:• .. P(Q2) MANAGER PR N J 1 1 20 a 61 L VT 1 PT' „ LW rVT C-2) SECOND FLOOR FINISHES PLAN Scale: 1/8" = 11-0" 2 SYMBOLS FLOORING (E) NEW CARPET NEW LVT NEW VCT EXISTING - TO REMAIN PAINTING P(01) GENERAL WALLS & COLUMNS STANDARD COLOR PAINTING TBD BY MANAGER ACCENT WALLS P(02) 0032 SHERWING WILLIAMS (NEEDLE POINT NAVY bis- 0395 Scale: 1/8" = 1'-0" RECEIVED CITY OF Walls/ILA FEB 07 2019 PERMIT CENTER rCODE Cc:: , iNiCE APPk�,. 3 LJ Fa , . City of Tukwila I BUILDING DIVISION ARCHITECT / ENGINEER: c Cr) (�) E8 W W 0 December 7th, 2018 A REVISION FLOOR & WALLS FINISHES PLANS A 2.6 NOTES: FLLLYRECE55E17 FEC IN 6" METAL 5TUI2 WALLS. 5EMI-RECESSEM FEC FIE EXTINGUIHER CABINET N 3-5/ 8" METAL 51117 WALLS, PETAL 15 SIMILAR AT SEMI-t ECE5Sl7 FEC LOCATIONS WALL PER PLAN XCflON RECESSED FEC DETAIL SCALE: 3" = 1'-0" ELEVATION ia IL LISTEM PENEWATON FIRE STOPPING SYSTEM W/ "F" PAGING EQUIVALENT TO RATING Cr FLOOR WALL PER PLAN FLOOR FINISH OMITTED FOR CLARITY FLOOR STRUCILEE CEILING FINISH OMITTED FOR CLARITY PIPE PENETRATION NOTE: PROVIDE PRODUCE 5U3MITTAL VAIN INSTALLATION 50EPLLE To PLAN REVIEW AGENCY FOR REVIEW RATED FLOOR PENETRATION DETAIL SCALE: 3" = 1'-0" D?ACiVG; SUSPENDED CEILING SY5TEMN1,19ER F CEIL. Pt-A'N WALL A5SCMOL.Y PER PLAN TYPICAL PARTITION WALL BRACING SCALE: 3" = 1'-0" ONE LAYER %" GW13 EACH SIP METAL5 51U25 THCKNE55, SPACING, f3ASEl2 ON 55MA. INTERIOR NON-5f13rTURAL,NON -COMPOSITE PE511.6N TALDE. ACOUSTIC DAFT INSILA11ON, TYPE D-1 LIGHT GAUGE FRAMED WALL SCALE: 3" = 1'-0" TYPE B-1 : BATT INSULATION DOTTOM CHOW Of EXISTING PECK PEEP LEG PEFLECTION TRACK, TYPICAL. ACOUSTIC DATE INSULATION GM SHALL TERMINATE I" DELOW THE DOTTOM CHOW Cr 1}E EXISTING 1R1.5f5 SIMILAR AT COMMONS MERE WALL 15 PARALLEL f0 EXISTING 11155E5. WALLS AIZE TO RAN f0 UNPERSIP OF TRU55E5ANP SW-L DE DRACEM TV THE STRUCT1I AI3OWE. TYPICAL FULL -HEIGHT WALL TO STRUCTURE SCALE: 3" = 1'-0" NOTE: 6" 16 GAVE STEEL 51112 TRACK - CUt AVM FOLD FLANGE Af 51125 - MOINT FLUSH 511125 WAN 3 FASTENERS. EXTEVP TO NEAREST STU2 DEYONP MOUNTED ITEM, TWOL AT UPPER CASEWORK, PROVIPE 6"X16 aka STEEL STRAPPING IN LEU OF SPUD TRACK PACKING Al' LOWER CASEWORI! K. 140 11111 I � TYPICAL BACKING DETAIL AT METAL STUD WALL SCALE: NTS FINISH MATERIALS AS `,CFEPULEM ACOUSTIC SEALANT AT' PERIMETER AND AT ALL PENETRATIONS. RUNNER SET WUH FOAM TAPE. DASE; SEE INTERIOR FINISH SCFEDU-E ANCHOR DOLT FINISH FLOOR TYPICAL INTERIOR PARTITION WALL AT SLAB SCALE: 3" = 1'-0" LIGHT GAUGE FRAMED WALL SCALE: 3" = 1'-0" WALL DETAIL WALL PER PLAN RESIN PANEL (RP-2) PAINTEM GW13 DEHINP RESIN PANEL LUMICOR POINT SUPPORT SYSTEM, DUTTON CAPS I" X 2" WOOF TRIM SCALE: 3" = 1-0" 0 WALL. WILL TI,RN EITHER PIREc f ION DASEP ON THE LOCATION SHOWN ON TEE FLOOR PAN f0 TIE INTO ADJACENT WALL Lust PARTITION AS SCHERLEP J-TRIM 5/8" MIN. THICK NEOPRENE GA`(ET OVER PAINTEP METAL ENT? CAP < NO MECHANICAL FASTENERS) EXISTING WINDOW MILLION PARTITION AT MULLION DETAIL SCALE: 3" = 1'-0" FIRE RESISTIVE WALL PER PLAN IL LISTED PENETRATION FIRE-5f0PPING SYSTEM W/ "F" RATING EQUMLANT TO RATING OF WALL PPE PENETRATION MOCKING PER WALL TYPE NOTE: PROVIDE PRODUCTSIJ3MITTAL WITH INSTALLATION SCHEMU,E TO PLAN REVIEW AGENCY FOR REVIEW RATED WALL PENETRATION DETAIL SCALE: 3" = 1'-On 0 Ner 9 5 11 .OF 5UC1URE. TYPICAL RECEIVED CITY OF TUKWILA FES 07 2013 DRACINi0ERMIT CENTER PAERTION FRAMING GENERAL NOTES I. PROVIPE RIGIM WALE Af 8' -Oa' O.C. OR 10 15151 5 PSP TRANSVERSE LOAD, ALTERNATE 51PE5. ATTACH DRAGE TO 51RUCT WITH (2) POWER PUVE OR oN EXPANSION TYPE ANCHOR, ATTA DRACE To PARTITION WITH (2) SCREWS. DRAGNG NOT REQUIRE WITHIN 8'-0" OF INTERSECTING PARTITIONS. PARTITION WALL BRACING I L- CODEC_ AP kc.-'r 8 City of Tukwila BUILDING DIVISION SCALE: 3" = 1'-0" ARCHITECT / ENGINEER: F U W F U 0 C Q m 8 O uiCV E 3 zm @� x>°' c Q . W W ca o cc csi co G a N 3 December 7th, 2018 0 REVISION 14240 INTERURBAN AVENUE SOUTH TUKWILA, WA. 98168 TYPICAL DETAILS A 4.0 5119 MUST FE FILLY SEATEP AGAINST TRACK RUNNER TRACK SAME GALE A5 51L12. MINIMUM I" WIDE FLANGES 0 NO PUNCHOUf SHALL OCCUR WITHIN 12" FROM ENO OF 51110 CONN. Or, TRACK TO FLOOR w/ . 4" 0 x I i' TIGHTEN SCREW5 a 4' -0" D.C. & 6" FROM EACH ENP SCREW ATTACHMENT SEE NOTE FELCAW NO?E5: WIfFN ¶RACK 15 ATTACIEO DRECTLY TO 51117 FLANGE, A 51ANDAR7 No. 6 x 16" PAN HEAP 51-LET" METAL SCREW SHALL FE 1.15EW. WHEN PRYWALL COVERING, TRACK ANP STUD FLANGES ARE A1TACYE0 AT 5AME TIME, A 5f5NDAR0 (MN.) I" LONG DRYWALL SCREW %ALL FE USED. AM' COMFINATION OF THE AEOVR ME11-$0175 MAY FE U5E0 IN 11WE ERECTION OF ACOWPLEIEP WALL ASSEMFLY, TYPICAL TOP & BOTTOM TRACK AT INTERIOR WALLS SCALE: 3" = 1'-0" FASTENERS TO STRL. STEEL AS REQ IRED OVERSIZED SLIP TRACK, SIZE AND GAGE AS RE 'UIRED STANDARD TRAC , SIZ AND GAGE AS REQUIRE SLIP TRACK GAP AS REQ'D TYPICAL STUD, SIZE AND GAGE AS REQUIRED SCREW(S) AS REQUIRED PER FLANGE ALLOW CLEARANCE BELOW SLIP TRACK EQUAL TO VOID ABOVE STUD SCALE: 3" = 1'-0" O WALL DETAIL SCALE: 3" = 1'-0" EXI5TING CEILING EX-ENP SOUNP PA1f5 24" EXTEND 50UN2 FATTS 24" fil 4 ILO o l,„„,„, ml il,ipini Ii . Il„„„„„„„„0„,„„„„, 0 TYPICAL SOUND INSULATION SCALE: 3" = 1'-0" 0 NOTES: NO.9 GA, LATERAL S,PPORT WIC AT CENTER EN05 OF EA FIX¶LEE. FIXTL SUPPORT WIRE SUPPLIED FYCEILING CONTRACTOR cLZ FIXTURE BRACING NO. 9 GA. LATERAL SUPPORT WIRE WITHIN 3" OF EACH CORNER OF LIGHT FIXTI.RE. SPLAY W 5 A5 SHOWN ANP FASTEN 10 t3EAM OR FLp-IN. MIN. OF 3 WIRE TURNS EACH. CONNECTION POINT 60' MAX. TYP. 45' 45' RECE55E12 FL1 5ENf MAIN 51RUCTURAL RUNNER 4' -0" O.C. SCALE: 3" = 1'-0" LATERAL FRACING CLUSTER: (4) 12 GA. GA.V, SOFf-ANTALEP MLP STEEL WES TOM f0 FMJN RUNNER W1IHN 2" OF CR055'1' ANP SPLAYED 90 DEGREES FROM EACH OTHER Af 45 Dr.C1EE5 MAX. ADOVE HORIZONTAL. CLUSTERS PLACEV 12' -0" 0.C. MAX. AN) 6'-0' MAX, FROM EACH WALL. WR 5 TOILD I3E TAUT WTHOUTCAUSNG CEILING TO LIFT. 51J5PENSON WEE: 12 GA. AV. SCAT -AM EA.WD MLD STEEL WIRE ENCASED IN i" DIAM. COMM( FOR IPLIFf 151RANn ; %CIE Wig TO MAIN RINNER WTNN 2" OF CR055 'V. CONDUIT TO GCCIE Af EVERY LATEEN. WING cublER MID S15FEN%ON WRE5 f0 OCCUR AT 4' -0" O.C. MAX, EACH WAY. 5TI.MJS MIN, WITHIN 3" 1YP NOTE #1 FASTEN RUNNERS 10 PERIMETER WALL ANGLE AT (2) A7JNCENT 512E5. PROVIDE MN. 2" WM WALL ANGLE MAN RUNNER, HEAW t2IJ1 Y 'r 411 4111111111% N 1-AA)( . TYP. / 2" MAXTYP \ CR055'1" VIEW SHIOWNG LATERAL WING CLUSTER AMP SUSPENSION Wt1 It1N`,2 ENDS A' OPPOSITE WAL-5 TO FLOAT FREE ON PERIMETER ANGLE. PROVIDE 5/4" CLEARANCE FETWEENENDS aFraP&WALL ACOUSTICAL CEILING BRACING SCALE: 3" = 1'-0" SPECIFIED FA5E PARTITION DETAIL SCALE: 3" = 1'-0" CELING A5 SPECIFIED - REFER 10 REFLECTED CEILING PLAN PANNE REVEAL FLAT FLACK CONTINUOUS METAL RUNNER MECHANICALLYFASTENEP WITH RAMSEf I" 150850 (ICC-E5 E512-1799) a 2' -0" ON aN1ER FINISH FLOOR ATTACH RUNNER WTH (2) #10 5/8" SELF TAPPING SCREWS & SPACER 4111f 11410 UU'1flIIffIII�IUNI�II! fluIIMjffllIfomrtmI !'' 111 FEB 3472n19 GA, 3-5/ 8" RUNNER. PANT REVEAL FLAP FLACK i CENTE13LACK US RUNNER. R L v 51.V wVIH 10 MATCH WALL. ODE C'. ;v 0 4' -0" O.C. MAX. ALTERNATEaYr. ; DIRECTION 180' EVERYOR/a FEJ i 5 zui EXI5TING 511COLIZE AFORE CEILING A5 SPECIFIED - REFER 10 REFLECTEDCEILING PLAN, fECEIVED CITY OF TUKWILA GEE PLAN5 FOR WALL TYPE P RTITION BRACING 18-O395°. SCALE: 3" = 1'-0" City of Tukwila BUILDING DIVISI CE N ARCHITECT / ENGINEER: IH W LLI CL December 7th, 2018 A REVISION F- 0 W co 3 (0 Z w a0 > °. Q Q Z 0• < cc J w Z ~ 0 N r TYPICAL DETAILS A 4.1 0 'l// K.ac>F roE .; ;��=0- 7yP''TMP� ��p (\ 1( C-(Yr. In 1` l r- tIF){..rr< ✓r2 'T kr C'0.T-4. J JT. 3`- v' r+Nx TY� • 4 i ,s t -J: (F'.- 4 "! ( (Y)%'j",V.HILTI tart µy-t4a .i 14c7-3. A,++-N v R-j 4 2:.4," h„✓. E+, l4; 9 / 1.." 1,- Y� i -y. L 2 it "yy.:. j/' / h.. x v-F 14`1•L. vo • tt / 1 - %: p'./LH0Ai "I/ 2Jett" 4,1J E,,,etp. 3' Ni../ GvL- Kt t'c..a.. Ylc.-2. Gvr+r estop vG COL. k A -- SSK-2 -Fyf. Go yN' ,t rut „<:•'ic 3 Project Name: Eason Fairway Center enuaint- /Ys / eeommiet i E r1Gl fl EERS 818 Stewart Street. Suite 1000 I Seattle, WA 198101 (206) 332-1900 Project1: BY: 18011-0349 BR ---TArita Sketch: Date 12/3/18 Roll -Up Door Reinforcing Elevation Protect Name: Eaton Fairway Center rannell 0111111011. I E n G I rl E E R S B18 Stewart Street. Suite 10001 Seattle, WA 198101 (206) 332-1900 Project #: 18011-0349 By. BR Field Ske:.ch - Date: 112/3/18 Roll -Up Door Reinforcing Details T/SLAB EPER PLAN T/SLAB SLOTTED VERTICAL DEFLECTION TRACK PER PLAN W/ (2) PAPS 0 12.0C TO EA DECK LOW FLUTE 4' TOP OF STUD DO NOT ATTACH TO TRACK STL STUD WALL PER PLAN DECK FLUTES PARALLEL CONT e54MI1. x AS SHOWN W'/ (2) PAF 0 12'OC ALONG DECK LOW FLUTES PER PLAN J'`k -zx- V / •r • I SLOTTED VERTICAL DEFLECTION TRACK PER PLAN W/ (2) PAPS 0 12.0C TO PLATE (E) CONC OVER MTL DECK y TOP OF STUD DO NOT ATTACH TO TRACK STL STUD WALL PER PLAN DECK FLUTES PERPENDICULAR SSK-6 T/(E) SLAB (4) ,48 SCREWS T/WALL PER ARCH ..J 1n (E) CONC ON MTL DECK Yee TITER HD W/ 2' EMBED 25135125-30 TYP 0 4'-0'0C MAX KICKER W/ CUT FLANGE (2) 18 SCREWS EA STUD �NB PER ARCH STUD WALL PER PLAN Sketch* SSK-7 Project Name: Eaton Fairway Center 111101111111111 11011111111111 01111111111111 DO E r1GIr1EERS 818 Stewart Street. Suite 10001 Seattle, WA 198101 (208) 332-1900 Project* 8011-0349 By BR Field Sketttt: Typical Interior Full Height Wall to Existing Slab Date: 12/3/18 Protect Name: Eaton Fairway Center NIMMONII was CT E f1 G I f-1 E E R S 818 Stewart Street. Suite 1000 I Seattle. WA r 98101 (206) 332-1900 I Project!: ,8011-0349_ R Date: 12/3/18 Typical Interior Partial Height Wall to Existing Stab NEW OPNG DO NOT OVERCUT �--CORE DRILL 2.0 HOLE AT EA CORNER �PRIOR TO SAWCUT - SAWCUT (E) CONC WALL Project Name: Eaton Fairway Center DCI E n G I n E E R S 818 Stewart Street, Suite 1000 I Seattle, WA 198101 (206) 332-1900 Project*: 18011-0349 Sketch # SSK-4 late: BR ..., .12/3/18 Fieltl Sketch: Sawcut Detail ` 1.v0 t'W Ah/ x11/3x54NIL x r W/ � SCREWS EA LEG (2) 2}1D SCREWS U LEG STL. STUD PER PLAN & iO 0 48 0C E TAUT UNOOPFLAT SAP NOTE SPEND OF WALL AND SOLED — EA 4ND MAX PER PLAN NOTES. SPLICE PER SSK-9 S162-43 %KG INSTALL AT ENDS OF STRAP & 12•-0'0C MAX (4) #10 SCREWS MIN EA SIDE OF EKG MIN #10 SCREW AT EA STRAP TO STUD DOUBLE FLAT STRAP BRIDGING WITH BLOCKING Sketch # SSK-8 Project Name: Eaton Fairway Center i E 7lGIrlEE RS 818 Stewart Street, Suite 1000 I Seattle. WA 1 98101 (206) 332-1900 JProject 0: By 18011-0349 BR Field Sketch Typical Wall Bridging Detail Date 12'3118 STUDS TO BE FULLY SFEAATEV AGAINST TRACK (I/16 MAX CAP). TRACK PER PUN — FA'`,4 A$ F,ysI zgr 2? . O PUNCHOUT SHALL OCCUR WITHIN 1.5 x STUD DEPTH OR 10" MIN FROM END OF STUD STL STUDS PER PLAN (1) f10 SCREW EA STUD FLANGE, TYP (2) PAr 0 12.0C W/ 3/4' EMBED Sketch* SSK-6 Project Name: Eaton Fairway Center 111111111S a1H10A. EMS EriGifEE RS 818 Stewart Street, Suite 10001 Seattle. WA 198101 (206) 332-1900 Project*: j 18011-0349 I By. UR 1-Field Sketch: Typical Bottom Track Detail Date: 12/3/1R • STL STUD PER PLAN & SCHED HORIZ FLAT STRAP SPICE S162-43 BLKG INSTALL AT SPLICE (4) 110 SCREWS MIN EA SIDE OF SPLICE INTO BLKG AT EQUAL SPACES MIN #10 SCREW AT EA STRAP TO STUD ------ DOUBLE FLAT STRAP BRIDGING SPLICE O NOTE: ATTACH BLOCKING/BRIDGING TO STEEL STUDS PER SSK-8 Sketch# SSK-9 Project Name: Eaton Fairway Center 5111111111111. ram#. E n e I n E E R S 818 Stewart Street, Suite 1000 I Seattle, WA 198101 (208) 332-1900 I Project#: By -_I18011-0349 BR -. i Field Skarch. 1 Typical Wall Bridging Splice Detail Date: I 12/3/18 33MIL TRACK, TYP SECTION B ELEVATION SECTION B (2) ROWS 110 SCREWS 0 12'OC STAGG STL STUD TOP TRACK PER PLAN T150-54 WI (4) 410 SCREWS EA FLANGE UNO IN HDR SCHED BOX HEIR STUDS PER PLAN (2) FULL HEIGHT STUDS, TYP WIG ON PLAN CLIP WEB, SCREW FLANGES TO JAMB W/ (1) 110 SCREW EA END, TYP 110 SCREWS 0 12"0C• TYP PER SHEAR WALL SCHED SR STUD TOP TRACK PER PLAN BOX HDR STUDS PER PLAN 33Ml1 STUDS CE VEO WALLCSC F 1)tli��IrrilA FcL? u g L ;9 33MIL TRAPE,RMIT CENTER SECTION A 8e0341 Project Name- Proiecl #. Eaton Fairway Center 18011-0349 =DCI E rl G I rl E E R S 818 Stewart Street. Suite 10001 Seattle. WA 198101 (206) 332-1900 R -Skenchr-- SSK-10 Date: 12/3/18 Fleid Sketch: . . Typical CFE Wel rNaoekDetail •_ < CODE i 1... ._ ..: 1:_ .. : Lu ... ARCHITECT / ENGINEER: W H W a. December 7th, 2018 REVISION w H z w U ce a z O H Q w I- 0 co Ce w Z w F— O N STRUCT. DETAILS City of Tukwila BUILDING DIVISION S 1.0