The URL can be used to link to this page

Home My WebLink AboutPermit D15-0257 - WELLS FARGO BANK - TENANT IMPROVEMENTWELLS FARGO 6835 S 180TH ST Dl 5=0257 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 Parcel No: 3623049094 Address: 6835 S 180TH ST Project Name: WELLS FARGO BANK DEVELOPMENT PERMIT Permit Number: D15-0257 Issue Date: 12/3/2015 Permit Expires On: 5/31/2016 Owner: Name: WELLS FARGO BANK Address: PO BOX 2609 C/O THOMSON PROPERTY TAX, CARLSBAD, WA, 92018 Contact Person: Name: CHEREE SMITH Phone: (206) 576-1600 Address: 117 S MAIN ST, STE 400, SEATTLE, WA, 98104 Contractor: Name: OMEGA SERVICES AND SUPPLY INC Phone: (253) 804-6000 Address: 3705 W VALLEY HWY, AUBURN, WA, 98001 License No: OMEGASS851N8 Expiration Date: 8/28/2017 Lender: Name: WELLS FARGO BANK Address: 6835 S 180TH , TUKWILA, WA, 98188 DESCRIPTION OF WORK: NON STRUCTURAL INTERIOR RENOVATION. NEW WALLS, DOORS AND SIDELIGHTS AND NEW FINISHES THROUGHOUT. REMODEL EXISTING RESTROOMS FOR ADA COMPLIANCE Project Valuation: $365,000.00 Fees Collected: $6,403.48 Type of Fire Protection: Sprinklers: YES Fire Alarm: Type of Construction: IIA Occupancy per IBC: B Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: TUKWILA Sewer District: TUKWILA SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: 2012 National Electrical Code: 2014 International Residential Code Edition: 2012 WA Cities Electrical Code: 2014 International Mechanical Code Edition: 2012 WAC 296-466: 2014 Uniform Plumbing Code Edition: 2012 WA State Energy Code: 2012 International Fuel Gas Code: 2012 Public Works Activities: Chan neIization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Volumes: Cut: 0 Fill: 0 Landscape Irrigation: Sanitary Side Sewer: Number: 0 Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: No Permit Center Authorized Signature: Date: lvZ 3 S I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. ? Signature: Date: - J /f 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: 4: 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) 1: 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) 2: 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) 3: 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) 5: Maintain fire extinguisher coverage throughout. 6: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 7: 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) 8: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 9: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.9.1) 10: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 11: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height, The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.6) 12: Aisles and aisle access ways serving as a portion of the exit access in the means of egress system shall comply with the requirements of this section. Aisles or aisle access ways shall be provided from all occupied portions of the exit access which contain seats, tables, furnishings, displays and similar fixtures or equipment. The required width of aisles shall be unobstructed. (IFC 1017.1) 13: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1011.6.3) 14: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot-candle (11 lux) and a minimum at any point of 0.1 foot-candle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot-candle (6 lux) average and a minimum at any point of 0.06 foot-candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to -minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1006.3.1) 17: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 16: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 15: 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). 18: 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) 19: 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. 21: 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) 20: 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) 22: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 23: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 24: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.9 of the International Building Code. 25: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 26: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at(206)575-4407. 27: 'BUILDING PERMIT CONDITIONS' 28: 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. 29: 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. 30: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. ASCE 7, Chapter 13. 31: Partition walls shall not be tied to a suspended ceiling grid. All partitions greater than 6 feet in height shall be laterially braced to the building structure. Such bracing shall be independent of any ceiling splay bracing. 32: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 33: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 34: 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. 35: Every occupied space other than enclosed parking garages and buildings used for repair of automobiles shall be ventilated in accordance with the applicable provisions of the International Mechanical Code. 36: 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). 37: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 38: 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. 39: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL" 0611 EMERGENCY LIGHTING 1400 FIRE FINAL 0409 FRAMING 0606 GLAZING 0502 LATH & GYPSUM 0406 SUSPENDED CEILING CITY OF TUKh ,A Community Development Department • Public Works Department • Permit Center 6300 Southcenter Blvd- Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Per at No. _ Project No. Date Application Accepted: Date Application Expires: _ use 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 Ca Fr 3 S S . 4 Fr (s+1, King Co Assessor's Tax No.: 362304-9094 Site Address: Suite Number: N/A Floor: 1 Tenant Name: Wells Fargo Bank New Tenant: ❑ .....Yes ®..No PROPERTY OWNER Name: Wells Fargo Bank Address: City: State: Zip: CONTACT PERSON — person receiving all project communication Name: Cheree Smith Address: 117 S. Main Street, Suite 400 City: Seattle State: WA Zip: 98104 Phone: (206) 576-1600 Fax: Email: cherees@ankrommoisan.com GENERAL CONTRACTOR INFORMATION Company Name: Omega SW Vip jL/ Address: City: ate: Zip: Phone: Zf 3- �v CY- 60'�� Fax: 7-,-3 Contr Reg No.: b�� _� Exp Date: Tukwila Business License No.: ARCHITECT OF RECORD Company Name: Ankrom Moisan Architect Architect Name: vpry I D Address: 117 S. Main Street, Suite 400 City' Seattle State: WA Zip: 98104 Phone: (206) 576-1600 Fax: Email: ENGINEER OF RECORD Company Name: N/A Engineer Name: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Wells Fargo Bank, self -funded Address: City: State: Zip: H:\Applications\Forms-Applications On Line\2011 ApplicationsTermit Application Revised - 8-9-1 I.docx Revised: August 2011 bh Page I of 4 BUILDING PERMIT INFORMATIO 106-431-3670 Valuation of Project (contractor's bid price): $ oo d Existing Building Valuation: $ 850,000 Describe the scope of work (please provide detailed information): Non-structural interior renovation. New walls, doors and sidelights and new finishes throughout. Remodel existing restrooms for ADA compliance. Will there be new rack storage? ❑..... Yes ®.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC I" Floor 20,250 10,075 0 0 IIA B 2 nd Floor 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) 0 *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑....... Yes El ....... No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ® ....... Sprinklers ❑ ....... Automatic Fire Alarm ❑ .......None ❑ .......Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ ....... Yes ❑ .......No If "yes, attach list of materials and storage locations on a separate 8-112" x II "paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ .......On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications%Forms-Applications On Line\2011 ApplicationsTertnit Application Revised - 8-9-1 I.docx Revised: August 2011 Page 2 of 4 bh PUBLIC WORKS PERMIT INFO .ATION — 206-433-0179 Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑ ... Water District # 125 ❑ .. Highline ❑ .. Renton ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ... Valley View ❑ .. Renton E1.. Seattle ❑ ...Sewer Use Certificate ❑... Sewer Availability Provided Septic System: ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with ADDlication (mark boxes which an ❑ ...Civil Plans (Maximum Paper Size — 22" x 34" ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑ ...Traffic Impact Analysis ❑ ...Bond ❑ .. insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑ ... Hold Harmless — (SAO) ❑ ... Hold Harmless — (ROW) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ .. Right-of-way Use — Potential Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way ❑ Non Right-of-way El ❑ ...Total Cut cubic yards ❑ ...Total Fill cubic yards [].,.Sanitary Side Sewer ❑ ...Cap or Remove Utilities ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water .. Abandon Septic Tank .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size.. WO # ❑ ...Water Only Meter Size............ WO # ❑ ...Sewer Main Extension.............Public ❑ Private ❑ ...Water Main Extension.............Public ❑ Private ❑ FINANCE INFORMATION Fire Line Size at Property Line ❑ ...Water ❑ ...Sewer Monthly Service Billing to: Mailing Address: Water Meter Refund/Billing: Mailing .. Work in Flood Zone .. Storm Drainage ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑... Deduct Water Meter Size " Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment Day Telephone: City Day Telephone: State Zip City State Zip W\ApplicationsTorms-Applications On Line\201 1 ApplicationsTermit Application Revised - 8-9-1 I.docz Revised: August 2011 Page 3 of 4 bh PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Print Name: V �1-C 11,61 t «n Mailing Address: 3-7 W 1114Y&4 1n/ Date: /V — /� /,. Day Telephone: 7—,5- 3 42!5t - inn n r� 'V/ Ali 9%o( ) City State Zip H:\ApplicationsWorms-Applications On Line\2011 ApplicationsTermit Application Revised - 8.9.1 I.docx Revised: August 2011 Page 4 of 4 bh DESCRIPTIONS• PermitTRAK QUANTITY PAID $630.36 D15-0257 Address: 6835 S 180TH ST Apn: 2623049094 $315.18 Credit Card Fee $9.18 Credit Card Fee R000.369.908.00.00 0.00 $9.18 DEVELOPMENT $306.00 PERMIT REINSPECT FEE - AFTER HRS INSP FEE R000.359.000.00.01 0.00 $306.00 EL17-0536 Address: 6835 S 180TH ST Apn: 3623049094 $315.18 Credit Card Fee $9.18 Credit Card Fee R000.369.908.00.00 0.00 $9.18 DEVELOPMENT $306.00 PERMIT REINSPECT FEE - AFTER HRS INSP FEE TOTAL FEES PAID BY RECEIPT: R11919 R000.359.000.00.01 0.00 $306.00 1 .36 Date Paid: Friday, July 14, 2017 Paid By: ANDREW STIPECH Pay Method: CREDIT CARD 01063D Printed: Friday, July 14, 2017 1:07 PM 1 of 1 Ff 1'C"w'YSTEMS DESCRIPTIONS PAID PermitTRAK $315.18 D15-0257 Address: 6835 S 180TH ST Apn: 2623049094 $315.18 Credit Card Fee $9.18 Credit Card Fee R000.369.908.00.00 0.00 $9.18 DEVELOPMENT $306.00 PERMIT REINSPECT FEE - AFTER HRS INSP R000.359.000.00.01 0.00 $306.00 FEE TOTAL FEES PAID BY RECEIPT: R11673 $315.18 Date Paid: Thursday, June 08, 2017 Paid By: MATTHEW POGGIE Pay Method: CREDIT CARD 04216G Printed: Thursday, June 08, 2017 3:41 PM 1 of 1 I�� I r,' L��r SYSTEMS DESCRIPTIONS PermitTRAK ACCOUNT PAID $3,956.81 D15-0257 Address: 6835 S 180TH ST Apn: 3623049094 $3,956.81 DEVELOPMENT $3,768.60 PERMIT FEE R000.322.100.00.00 0.00 $3,764.10 WASHINGTON STATE SURCHARGE 6640.237.114 0.00 $4.50 TECHNOLOGY FEE $188.21 TECHNOLOGY FEE TOTAL FEES PAID ' R6778 R000.322.900.04.00 0.00 $188.21 $3,956.81 Date Paid: Thursday, December 03, 2015 Paid By: OMEGA SERVICES Pay Method: CREDIT CARD 08026G Printed: Thursday, December 03, 2015 1:59 PM 1 of 1 /�{w"�� L1 L1 "fSYS7EM5 Date Paid: Thursday, October 01, 2015 Paid By: KELLY LARSON Pay Method: CREDIT CARD 05491G Printed: Thursday, October 01, 2015 12:06 PM 1 of 1 SYSTEMS INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NU. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431.3670 Permit Inspection Request Line (206) 438-9350 Project: Ty sp action: + At Address: Date Called: Special Instructions: Date Wanted: / p.m. Requester: Phone No: 00 Approved per applicable codes. t_J Corrections required prior to approval. 10-A - M / J 4L/ pector: REINSPECTfON FEE REQUIRED. Prior to next inspection, tee 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 Project: Ty of Inspection: Adddress: gtf leil— Date Called: Special Instructions: Date Want a. Requester InAT-r Phone No: o k3v Approved per applicable codes. LJ Corrections required prior to approval. 7 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'I IINSPECTION RECORD Retain a copy with permit � `�-7 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro' ct, 0/9 Type�o�f Inspection: Address: l Date Called: Special Instructions: Date Wanted: a.m. 6 s` —1 p.m. Requester: Phone No: ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: 2 Date* C�,_ -/ � 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 02S 6S'- INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro'ec : �� Type of Inspection: Address: S 0! Date Called: Special Instructions: Date Wanted m. 1 7 p. Requester: Phone No: Approved per applicable codes. LJ Corrections required prior to approval. u paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD _ Retain a copy with permit L 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 Proje t: LLB wa T e of Inspection: Lj A L Address: e3 i '- S j A�-/ 74 Date Called: Special Instructions: Date Wante a. Z/ / Requester Phone No: 11 Approved per applicable codes. El Corrections required prior to approval. U paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection, INSPECTION RECORD 5-etain a copy with permit�JxZ ? INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit In Request Line (206) 438-9350 Project: Ugu s m g,60— Type of Inspection: �rH ►2G-EA) UG �I(y Address: Date Called: MIS S l9 Special Instructions: Date Want d: m. -713 LA10 Request r: Phone No: , y2r-�:YS-G L Approved per applicable codes. 1:1 Corrections required prior to approval. REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1 TV INSPECTION RECORD Retain a copy with permit I PELTION N0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project. � Type of inspection: Z,4 4.fX Address: Date Called: Special Instructions: Date Wanted: / .m. Requester: Phone No: Approved per applicable codes. Pfrrections required prior to approval. I paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD l� 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: Type of Inspe ' n Address- , � � .1! � D e ailed: Special Instructions: Date Wanted: a. .m. Requester: Phone No: Ap roved per applicable codes. Corrections required prior to approval. lJ paid at 6300 Southcenter Blvd., Suite 100. Calt to schedute reinspection. INSPECTION RECORD Retain a copy with permit PECTION 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: / /�-- leG l��:� r- Type of Inspection, �3 / �jL /�/► Address: 6 5, T` Date Called: Special Instructions: Date Wanted: a.n Requester: e Phone No;� Approved per applicable codes. L_J Corrections required prior to approval. U paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.� `JC 3 " INSPECTION RECORD12 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: we_ L� Type of Inspgcion, A' y Address: ,357 Date Called: Special Instructions: Date Wanted: a.m. p. Requester: ��r e Phone No: pproved per applicable codes. El Corrections required prior to approval. " 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 Project: ff W t Type of Inspes�pn: Address: ,� Date Called: Special Instructions: Date Wanted: m p.m. Requester: Phone No:� pproved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: i 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 NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 i Project:. �, Type -of Inspection: Address: , �� ` ,,`�� _ Suite #. Contact Person: Special Instructions: Phone No.: !� Approved per applicable codes. Corrections required prior to approval. COMMENTS: I V`P Needs Shift Inspection: Sprin ers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occu T e. Inspector: I- I D te: 6 1 :?— Hrs.: $100.00 REINSPECTION FEE REQU1\RZQ,.You will reqeian invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. uming waaress Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 10 OFF HOURS INSPECTION • Reimbursement authorization/approval to conduct inspection activities during off hours. Date: K, l4 �� og-o u Requested By Firm/Compan Inspection Information Project Name Project Address/Location: Permit Number: 4Z_ /7 `5 Requested Date for Inspection:Jc� (T� 1 Requested Time:/ �'AQ/ PM Contact Name: Phone Number: Special Conditions for Consideration: no ** Contractor will be charged a minimum for three (3) hour inspection time for any off -hours inspection work at $102.00 per hour (minimum total of $306.00). This is to be paid at the time of request. ** The undersigned, as an authorized representative of the above firm, hereby agrees to reimburse the City for its overtime inspections on the above referenced project. A separate invoice will be issued for all inspection time in excess of three (3) hours. Signature Date: Printed Name: , �7 RECEIVED CITY OF TUKWILA JUL 14 2017 City Use Only: PERMIT CENTER Approved:-4/ Disapproved: Paid G 1,2.•Vv Receipt No:-F l A 11-1 Date of Approval/Disapproval: Remarks: Authorized Reviewer: W:\Permit Center\Applications-Handouts\Templates\Forms\Off Hours Inspection 1-2017.docx Revised: January 1, 2017 OFF HOURS INSPECTION ® Reimbursement authorization/approval to conduct inspection activities during off hours. Date: (h / )d/ i Requested By: Firm/Company: Inspection Information Project Name: ew Project Address/Location:--6 � 13 J G©c k6OX r' Permit Number: D) 5 ^ N 5 7 Requested Date for Inspection:U I IL_� I rI Requested Time: 4:00 AM PM Contact Name: /V I A44ew Oct} ie Phone Number:-7070 �a0 Special Conditions for Consideration: ** Contractor will be charged a minimum for three (3) hour inspection time for any off -hours inspection work at $102.00 per hour (minimum total of $306.00). This is to be paid at the time of request. ** The undersigned, as an authorized representative of the above firm, hereby agrees to reimburse the City for its overtime inspections on the above referenced project. A separate invoice will be issued for all inspection time in excess of three (3) hours. Signature:_A Date: Printed Name: /�1�77-17Pw J City Use Only: Approved:r� Disapproved: Paid: Date of Approval/Disapproval: Remarks: Authorized Reviewer: Receipt No: QV ( W:\Permit Center\Applications-Handouts\Templates\Forms\Off Hours Inspection 1-2017.docx Revised: January 1, 2017 City of Tukwila Allan Ekberg, Mayor Department of Community Development Jack Pace, Director 12/1/2016 CHEREE SMITH 117 S MAIN ST, STE 400 SEATTLE, WA 98104 RE: Permit No. D15-0257 WELLS FARGO BANK 6835 S 180TH Dear Permit Holder: 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 1/9/2017. 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 final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. 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 1/9/2017, 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, achelle Ripley Permit Technician File No: D15-0257 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Allan Ekberg, Mayor Department of Community Development Jack Pace, Director 6/1/2016 CHEREE SMITH 117 S MAIN ST, STE 400 SEATTLE, WA 98104 RE: Permit No. D 15-0257 WELLS FARGO BANK 6835 S 180TH Dear Permit Holder: 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 7/20/2016. 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 final 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 7/20/2016, 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, ot Rachelle Ripley P Y Permit Technician File No: D15-0257 6300 Southcenter Boulevard Suite #100 9 Tukwila, Washington 98188 • Phone 206-431-3670 * Fax 206-431-3665 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director October 30, 2015 CHEREE SMITH 117 S MAIN ST, STE 400 SEATTLE, WA 98104 RE: Correction Letter # 2 DEVELOPMENT Permit Application Number D15-0257 WELLS FARGO BANK - 6835 S 180TH Dear CHEREE SMITH, 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: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 2406; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) All plan sheets and the front cover of structural calculation produced by a Washington State licensed architect, structural engineer or civil engineer shall have on those sheets original wet stamp with wet signatures. (Electronic copies shall not be approved.) (BUILDING REVIEW NOTES) Previous memo item #1 (provided below) may have been misinterpreted. To meet code, the ADA toilet compartment door cannot open directly in front of the toilet. This would impinge on wheelchair maneuvering clearance. The door hinge side shall be located - ("4" maximum from the side wall or partition "farthest from the water closet"). Please refer to 2009 ANSI Table 604.9.3.1 & FIG. 604.9.2 and revise design to meet code. { 1. The accessible toilet compartment door location for the Men's restroom is not incompliance with accessible code for toilet compartment access. Revise plan to show toilet access to the ADA toilet compartment relocated 4" maximum from the side wall or partition farthest from the water closet. (2009 ANSI 604.9.3 & TABLE 604.9.3.1)} 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. If you have any questions, I can be reached at 206-431-3655. Sincerely, C Bill Rambo Permit Technician File No. D15-0257 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 0 Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director October 15, 2015 CHEREE SMITH 117 S MAIN ST, STE 400 SEATTLE, WA 98104 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D15-0257 WELLS FARGO BANK - 6835 S 180TH Dear CHEREE SMITH, 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: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL NOTE) PLAN SUBMITTALS: (Min. size I Ix17 to maximum size of 2436; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) All plan sheets and the front cover of structural calculation produced by a Washington State licensed architect, structural engineer or civil engineer shall have on those sheets original wet stamp with wet signatures. (Electronic copies shall not be approved.) (BUILDING REVIEW NOTES) 1. The accessible toilet compartment door location for the Men's restroom is not in compliance with accessible code for toilet compartment access. Revise plan to show toilet access to the ADA toilet compartment relocated 4" maximum from the side wall or partition farthest from the water closet. (2009 ANSI 604.9.3 & TABLE 604.9.3.1) 2. Urinal detail shows to be equally spaced. Provide clear floor space dimensions for the accessible urinal and dimension for the adjacent urinal compartment. Include required height for the accessible urinal. (2009 ANSI 605.2, FIG. 605.2 & 305.3) 3. Provide clarification with dimensions for width of the space inside the Men's restroom where the maneuvering space (inside hall) at the restroom door is a minimum of 54 inches. Also since it appears the doors to the two restrooms apparently are to be reused, provide that information in the door schedule identifying all hardware specifications for those doors and key reference number (door tag) on the floor plan. (2009 ANSI 404.2.3 & FIG. 404.2.3.2) 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. 6300,Southcenter Boulevard ,Suite #100 • Tukwila Washington 98788 • Phnne 206-437-3670 • Fnr 206-431-3665 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. If you have any questions, I can be reached at (206)433-7165. Sincerely, wAw4f Rachelle Ripley Permit Technician File No. D15-0257 6300 Southcenter Boulevard Suite #100 • Tukwila Washinoton 98188 • Phone 206-431-3670 • Fax 206-431-3665 ,'ERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0257 DATE: 11/16/15 PROJECT NAME: WELLS FARGO BANK SITE ADDRESS: 6835 S 180TH ST Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 2 Revision # after Permit Issued DEPARTMENTS: m MN& IY Building Division a Fire Prevention ❑ Planning Division ❑ Public Works ❑ Structural ❑ Permit Coordinator ❑ PRELIMINARY REVIEW: DATE: 11/17/15 Not Applicable ❑ Structural Review Required ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 12/15/15 Approved ❑ Approved with Conditions ❑ Corrections Required ❑ Denied ❑ (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0257 PROJECT NAME: WELLS FARGO SITE ADDRESS: 6835 S 180TH ST Original Plan Submittal X Response to Correction Letter # 1 DEPARTMENTS: AT COIF ?I 9-11-4S- Building Division Fire Prevention Public Works ❑ Structural PRELIMINARY REVIEW: Not Applicable ❑ (no approvaUreview required) REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Corrections Required (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: DATE: 10/27/15 Revision # before Permit Issued Revision # after Permit Issued ❑ Planning Division ❑ ❑ Permit Coordinator IN DATE: 10/27/15 Structural Review Required ❑ DATE: DUE DATE: 11/24/15 Approved with Conditions ❑ Denied ❑ (ie: Zoning Issues) DATE: Permit Center Use Only _ CORRECTION LETTER MAILED: S Departments issued corrections: Bldg [� Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0257 DATE: 10/06/15 PROJECT NAME: WELLS FARGO BANK SITE ADDRESS: 6835 S 180TH ST X Original Plan Submittal Response to Correction Letter #, DEPARTMENTS: ?- Building Division Public Wor s PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Revision # before Permit Issued Revision # after Permit Issued Pirerevention Structural ❑ \1L, A)11+ Planning Division Permit Coordinator ❑ DATE: 10/08/15 Structural Review Required ❑ DATE: DUE DATE: 11/05/15 Approved ❑ Approved with Conditions ❑ Corrections Required (corrections entered in Reviews) PO REVIEWER'S INITIALS: Denied ❑ (ie: Zoning Issues) DATE: Permit Center Use Only 1 CORRECTION LETTER MAILED: 1�0 Departments issued corrections: Bldg �k Fire ❑ Ping ❑ Pw ❑ Staff Initials: 12/18/2013 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.cov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 1. a - ZZ Plan Check/Permit Number: �)1S ` b 25- ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # REC1=NED CI1f1/ op rwVVILA ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Cl �ai�. "�� JeAJ lti Project Address: Contact Person: Phone Number: Z6 (o 5-76P Summary of Revision: env ✓i S2. C..e, K/� l /1 ° I-7 Ar 1-i—G✓ . Sheet Number(s): "Cloud" or highlight all areas of revision including d to of revi , nn� Received at the City wof Tukwila Permit Center by: 1 ^ Entered in TRAKiT on City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: htlp://w1u►v.ci.tuktivila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the snail, fax, etc. Date: 11 /09/2015 ❑ Response to incomplete Letter # Plan ChecldPermit Number: D 1 5-0257 ® Response to Correction Letter # 2 ❑ Revision # after Perin it is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Wells Fargo Bank Project Address: 6835 S 180 St Contact Person: Phone Number: Summary of Revision: 1. Sheet T-3/Sheet T-6: Clear floor space called out on Sheet T-3. Door location called out on sheet T-6. FINEM of y tal~ 4` , t, e , 10 2015 Sheet Number(s): T-3 / Floor Plan/Elec. Data Plan, T-6 / Elevations "Cloud" or highlight all areas of revision Received at the City of Tukwila Permit Cei ❑ Entered in TRA.KiT on \applications\forms-applications on line\revision submittal Crentcd: 8-13-2004 Revised- OMEGA SERVICES AND SUPPLY TNC Page 1 of 2 Washington State Department of Labor & Industries Homey Inici,o en Espanol Contact Search L&I e'en A-Z Index Hclp My secure L&I Safety Claims & Insurance Workplace Rights Trades & Licensing OMEGA SERVICES AND SUPPLY INC Owner or tradesperson 3705 W VALLEY HWY N AUBURN, WA 98001 Principals 253-804-6000 KAHM, EDWARD VAIHIRI, PRESIDENT KING County COTTER, MICHAEL PAUL, VICE PRESIDENT KAHM, KIMBERLEE DANIELLE, DIRECTOR COTTER, MICHAEL PAUL, AGENT Doing business as OMEGA SERVICES AND SUPPLY INC WA UBI No. Business type 603 370 846 Corporation Governing persons EDWARD KAHM KIMBERLEE KAHM; MICHAEL PAUL COTTER; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor. .......................................................................... Active. Meets current requirements. License specialties GENERAL License no. OMEGASS851 N8 Effective — expiration 08/28/2015— 08/28/2017 Bond ._.............. Developers Surety & Indem Co $12,000.00 Bond account no. 757308C Received by L&I Effective date 08/28/2015 08101 /2015 Expiration date Until Canceled Insurance Navigators Ins Co $1,000,000.00 Policy no. SF15CGLO189101C Received by L&I Effective date 08/28/2015 07/01/2015 Expiration date 08101/2016 https:Hsecure.Ini.wa.gov/verify/Detail.aspx?UBI=603370846&LIC=OMEGASS85IN8&SAW= 12/03/2015 DDnICf--r I nr'ATInN VICINITY MAP SCALE: N.T.S. KEY MAP SCALE: N.T.S. GENERAL NOTES - CONTRACTOR INFORMATION 1. CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION, CONFLICTS SHOULD BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE CONSTRUCTION. 2. ALL DIMENSIONS FROM CENTER OF WALL OR GRID UNLESS OTHERWISE NOTED. 3. THE CONTRACTOR SHALL KEEP THE AREA OF WORK FREE OF GARBAGE AND DEBRIS ON A DAILY BASIS. 4. UPON COMPLETION OF THE WORK, THE CONTRACTOR SHALL THOROUGHLY CLEAN THE PREMISES AND WASH THE INSIDE OF ALL WINDOWS SO THE SPACE IS READY FOR OCCUPANCY FOR TENANT. 5. THE CONTRACTOR SHALL WARRANTEE ALL PARTS, LABOR, EQUIPMENT AND MATERIALS PROVIDED UNDER THIS CONTRACT FOR A PERIOD OF ONE (1) YEAR, UPON COMPLETION OF CONTRACT. 6. ALL SUBSTITUTIONS SHALL BE SUBMITTED TO AND APPROVED BY THE ARCHITECT PRIOR TO IMPLEMENTATION. 7. ALL SUBCONTRACTOR DESIGNED ITEMS ARE TO BE SUBMITTED TO AND APPROVED BY THE ARCHITECT PRIOR TO CONSTRUCTION. PROVIDE SHOP DRAWINGS FOR ALL CASEWORK 8. ANY ADDITIONAL DRAWINGS AND SPECIFICATIONS REQUIRED FOR PERMITS TO BE SUPPLIED BY THE CONTRACTOR. 9. ALL WORK LISTED, SHOWN OR IMPLIED ON ANY CONSTRUCTION DOCUMENTS SHALL BE SUPPLIED AND INSTALLED BY THE GENERAL CONTRACTOR UNLESS OTHERWISE NOTED. THE GENERAL CONTRACTOR SHALL CLOSELY COORDINATE ALL WORK TO ASSURE ALL SCHEDULES ARE MET AND ALL WORK IS DONE IN CONFORMANCE TO MANUFACTURER'S REQUIREMENTS. 10. ALL MECHANICAL AND ELECTRICAL TO BE DESIGN -BUILD. CONTRACTOR TO PROVIDE ALL DOCUMENTATION INCLUDING SHOP DRAWINGS NECESSARY FOR CONSTRUCTION AND PERMITS. PROVIDE ARCHITECT DESIGN BUILD DRAWINGS FOR REVIEW. 11. CLEAN AND REPAIR EXISTING CEILING GRID AND TILES. REPLACE DAMAGED CEILING TILES WITH MATCHING BUILDING STANDARD TILES. 12. PARTITIONS, DOORS, RELITES AND ITEMS SHOWN DASHED ARE TO BE REMOVED OR RELOCATED. REUSABLE MATERIALS TO BE RETURNED TO BUILDING STOCK. 13. EXISTING ELECTRICAL OUTLETS IN EXISTING WALLS TO REMAIN AS IS UNLESS OTHERWISE NOTED. 14. ALL NEW WALL OUTLETS TO BE AT 16" A.F.F. UNLESS OTHERWISE NOTED. 15. CONTRACTOR TO VERIFY WITH TENANTTHE EXACT LOCATIONS AND REQUIREMENTS OF ELECTRICAL AND VOICE/DATA OUTLETS. TENANT RESPONSIBLE FOR CONTRACT OF LOW VOLTAGE DESIGN AND INSTALLATION. 16. RESWITCH LIGHT FIXTURES AS REQUIRED AND/OR AS SHOWN ON REFLECTED CEILING PLAN. 17. MATCH EXISTING CONDITIONS AND FINISHES AT ALL LOCATIONS UNLESS OTHERWISE NOTED. REFER TO THE FINISH SCHEDULE FOR ALL FINISH MATERIALS. SUBMIT PAINT DRAW -DOWNS TO ARCHITECT FOR APPROVAL PRIOR TO APPLICATION. 18. ALL NEW CASEWORK AND MILLWORK SHALL BE CONSTRUCTED TO AWI "PREMIUM" STANDARDS UNLESS OTHERWISE NOTED. S 180TH STREET AREA OF WORK CODE SUMMARY APPLICABLE CODES INTERNATIONAL BUILDING CODE OCCUPANCY CLASSIFICATION BUSINESS - GROUP B OFFICE ASSEMBLY - A-3 CONSTRUCTION TYPE TYPE IIA NON -SPRINKLED HEIGHT AND AREA BUILDING HEIGHT BUILDING AREA TENANT IMPROVEMENT SQUARE FOOTAGE [2012] 1 STORY 20,250 NET SQ FEET 10,075 SQ FEET GENERAL NOTES - CODE INFORMATION 1. ALL CONSTRUCTION WORK SHALL BE DONE IN COMPLIANCE WITH THE IBC 2012 EDITION AND ALL OTHER STATE AND LOCAL CODE REQUIREMENTS THAT APPLY. 2. MAINTAIN 100% COVERAGE FROM EXISTING FIRE SPRINKLER AND SMOKE & FIRE ALARM SYSTEM PER FMO. 3. ALL EMERGENCY LIGHTING, SPRINKLERS, FIRE DETECTORS, FIRE ALARM COMMUNICATION DEVICES AND ALL OTHER REQUIREMENTS TO CONFORM TO WASHINGTON STATE BUILDING AND LIFE SAFETY CODES. 4. FIRE EXTINGUISHERS FINAL LOCATIONS TO BE APPROVED BY THE FIRE MARSHAL. FIRE EXTINGUISHERS TO BE LOCATED INACCESSIBLE LOCATIONS, IN PLAIN VIEW EVERY 3,000 SQUARE FEET OF FLOOR AREA WITH A MAXIMUM PATH OF TRAVEL OF 75 FEET. 5. PROVIDE SMOKE DETECTORS PER FIRE MARSHALL REQUIREMENTS, THE INTERNATIONAL BUILDING CODE, AND THE INTERNATIONAL FIRE CODE. 6. EXIT SIGNS AND ILLUMINATION SHALL BE IN ACCORDANCE WITH THE IBC 2012 EDITION, SECTIONS 1006 AND 1011 7. PENETRATING ITEMS PASSING ENTIRELY THROUGH BOTH PROTECTIVE MEMBRANES OF BEARING WALLS ARE REQUIRED TO HAVE A FIRE -RESISTIVE RATING. WALLS REQUIRING PROTECTED OPENINGS SHOULD BE PROTECTED WITH THROUGH PENETRATION FIRE STOPS PER SECTION 716 OF THE IBC 2012 EDITION. SITE INFORMATION PARCEL NUMBER 362304-9094 LEGAL DESCRIPTION PORS OF GL 4 & OF GL 1 OF SEC 35 DAF BEG AT NW COR SD SEC 36 TH S ALG W LN THOF 1355.89 FT TO S MGN OF S 188TH ST TH ELY ON CRV LFT CTR BRG N 02-45-45 RAID 336 FT C/A 01-32-04 A DIST OF 9 FT TO S LN OF N 36 FT OF SD GL 4TH S 88-46-19 E ALG SD S LN 274.81 FT TH ON CRV RGT RAD 50 FT C/A 90-00-00 A DIST OF 78.54 FT TH S 01-13-41 W 58 FT TO TPOB TH CONTG S 01-13-41 W 197 FT TH N 88-46-19 W 2 FT TH S 69-38-41 W 218.86 FT TH N 36-40-03 W 160.24 FT TH N 38-32-31 W 196.53 - - 9 .53 FT TAP 144 FT S OF & PLT N LN L OF 4TH5884619 E ALG S LN 429.66 FT TO TPOB TGW UND INT IN PRIVATE RD ADJ FOR ASSESSMENT PURPOSES DRAWING INDEX T-0 COVER SHEET T-1 EGRESS PLAN T-2 DEMOLITION PLAN T-3 : FLOOR & ELEC/DATA PLAN T-4 DOOR SCHEDULE T-5 REFLECTED CEILING PLAN T-6 ELEVATIONS T-7 ELEVATIONS / ACCESSIBILITY REQUIREMENTS T-8 DETAILS T-9 FINISH PLAN PROJECT TEAM BUILDING ADDRESS OWNER/ TENANT 18035 SPERRY DRIVE S TUKWILA, WA 98188 WELLS FARGO MAC 96544-020 2800 3RD AVE SEATTLE, WA 98121-1243 CONTACT: CINDY KREMKALL PHONE: (206) 441-5482 ARCHITECT ANKROM MOISAN ASSOCIATED ARCHITECTS 117 S. MAIN ST, SUITE 400 SEATTLE, WA 98104 CONTACT: CHEREE SMITH PHONE: (206) 876-3038 CONTRACTOR OMEGA 8504 8TH AVE S. SEATTLE, WA 98108 CONTACT: ED KAHM PHONE: 206-300-4638 FILE COPY r. Pfaff • r rtij /' 'r l7Yi V 1 a r . to a I La subject U Ct tC! •' erro rs 1 and or ' nls slori. , Approval of x o p nstrttrtiu n docum ents daps not authorize violation 't cads or ordina Of a rovod Hold pp Copy and conditions is acknowiedgQd: City of Tukwila BUILDING DIVISION REVISIONS No changes shall bo made to the scope of work without prior approvel of t j 'i"Ji!• i✓tiiFG i: i:JV[:.3Gi1. will rz ,sire a nsiv pian submittal _v {ado cde-''fonrl p!an rev avyr fcss. -dM, *chanicaI Ec trical '12rPfumbing ,,ffGMc Piping (_1`L?,1 Cif T L' W11a R,_: I i iV -D CI►Y CF T Ui:v1'I[ OCT 01 2015 PERMIT CENTS NO IHSVM 30 31b1S 3 l3N GIAV 10311HOUV Ankronl"'Ibisan 6720 SW MACADAM AVENUE, SUITE 100 PORTLAND, OR 97219 T 503-245-7100 117 SOUTH MAIN STREET, SUITE 400 SEATTLE, WA 98104 T 206-576-1600 © ANKROM MOISAN ARCHITECTS, INC REVISION I DATE I REASON FOR ISSUE CO"RP-SPW City of Tukwila BUILDING DIVISION PERMIT/BID SE DATE 09/28/15 PROJECT MANAGER RW/CS PROJECT NUMBER 140911 SHEET NUMBER T-0 SCALE AS NOTED 865 8 �, REGISTERED EGRESS PLAN 1/8"=1'-0" LIFE SAFETY SUMMARY 1. COMMON PATH OF EGRESS TRAVEL (SECTION 1014.3) THE LENGTH OF A COMMON PATH OF EGRESS TRAVEL IN OCCUPANCY GROUPS OTHER THAN H-1, H-2 AND H-3, SHALL NOT BE MORE THEN 75 FEET. COMPLIANCE: MAXIMUM PATH OF EGRESS TRAVEL - 87-10" (1 00'ALLOWED WHERE OCC. LOAD IS NOT GREATER THAN 30) 2. TRAVEL DISTANCE LIMITATIONS, (SECTION 1016.1) EXITS SHALL BE SO LOCATED ON EACH STORY SUCH THAT THE MAXIMUM LENGTH OF EXIT ACCESS TRAVEL, MEASURED FROM THE MOST REMOTE POINT WITHIN A STORY TO THE ENTRANCE TO AN EXIT ALONG THE NATURAL AND UNOBSTRUCTED PATH OF EGRESS TRAVEL, SHALL NOT EXCEED 200 FEET. (SEE TABLE 1016.1) COMPLIANCEWAXIMUM TRAVEL DISTANCE - 152'-10" 3. EXIT OR EXITACCESS DOORWAYS REQUIRED (SECTION 1015.1) TWO EXITS OR EXIT ACCESS DOORWAYS FROM ANY SPACE SHALL BE PROVIDED THE OCCUPANT LOAD OF THE SPACE EXCEEDS 50, (SEE TABLE 1015.1) COMPLIANCE: EXIT DOORS REQUIRED - COMPLIANCE:EXIT DOORS PROVIDED - 3 - REQUIRED FOR BLDG. OCC. EXGRESS SIZING 3 4. TWO EXITS OR EXIT ACCESS DOORWAYS. (SECTION 1015.2.1) THE SEPERATION DISTANCE OF THE EXIT DOORS OR EXIT ACCESS DOORWAYS SHALL NOT BE LESS THEN ONE-HALF OF THE LENGTH OF THE MAXIMUM OVERALL DIMENSION DIMENSION OFTHE AREA SERVED. COMPLIANCE: MAXIMUM SEPARATION REQUIRED - 65'-2" COMPLIANCE: MAXIMUM SEPARATION PROVIDED - 132'-7" FIRE & LIFE SAFETY PLAN (VOTES MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, SHALL BE ILLUMINATED AT ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED. FIRE & LIFE SAFETY PLAN LEGEND ROOMSF RM OCC 1000 200 EXITS OLF OCC TYPE ROOM SUMMARY TAG -2.1 :It 200 A PATH OF EGRESS ILLUMINATION. MEANS OF EGRESS ILLUMINATION SHALL NOT BE LESS THAN 1 FOOT-CANDLE (11 LUX) AT THE FLOOR LEVEL. THE POWER SUPPLY FOR THE MEANS OF EGRESS ILLUMINATION SHALL NORMALLY BE PROVIDED BY THE PREMISES ELECTRICAL SUPPLY. IN THE EVENT OF A POWER FAILURE, THE EMERGENCY POWER SYSTEM SHALL PROVIDE POWER FOR A DURATION OF NOT LESS THAN 90 MINUTES AND SHALL CONSIST OF STORAGE BATTERIES, UNIT EQUIPMENT, OR AN ON -SITE GENERATOR. THE INSTALLATION OF THE EMERGENCY POWER SYSTEM SHALL BE IN ACCORDANCE WITH 2O09 SBC SECTION 2702, PER 2009 SBC SECTION 1006 ® EXiT LIGHT AC WITH BATTERY BACK-UP DIRECTIONAL ARROW UNITS WHERE —4 LINE OF SIGHT TO NEAREST EXIT IS OBSCURED. a FIRE EXTINGUISHER -ION L _ J WHEELCHAIR SPACE/ WHEELCHAIR CLEAR AREA ARATION DISTANCE t 5'-0" DIAMETER WHEELCHAIR TURN AROUND AREA 2- HR SEPARATION 1 - HR SEPARATION NEW TENANT P TIO ALL TO U-NQ,; IDE OF ClllIN EXISTING ALL 2012 IBC MEANS OF EGRESS ILLUMINATION 1006.1 Illumination required. The means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. '006.2 Illumination level. The means of egress illumination level shall not be less than 1 foot=canon e# the walking surface. 1006.3 Illumination emergency power. The power supply for means of egress illumination shall normally be provided by the premises' electrical supply. In the event of power supply failure, an emergency electrical system shall automatically illuminate the following areas: 1. Aisles and unenclosed stairways of rooms that require two or more means of egress. 2. Corridors, exit enclosures and exit passageways... 3. Exterior egress components... 4. Interior exit discharge elements... 5. Exterior landings ... for exit discharge doorways... 2012 IBC MEANS OF EGRESS ILLUMINATION 1006.3.1 Illumination level under emergency power. Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot-candle and a minimum at any point of 0.1 foot-candle measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot-candle at the end of the emergency lighting time duration. A maximum -to - minimum illumination uniformity ration of 40 to 1 shall not be exceeded. MVID W. KELLEI STATE OF WASHINGTON xsf €y, TM Ankrom Molsan 6720 SW MACADAM AVENUE, SUITE 100 PORTLAND, OR 97219 T 503-245-7100 117 SOUTH MAIN STREET, SUITE 400 SEATTLE, WA 98104 T 206-576-1600 © ANKROM MOISAN ARCHITECTS, INC. W 41 _z J m LLJ O� 22 U 0 gW a. _ Uq Ln �m O H 00 00 00 00 - REVISION I DATE I REASON FOR ISSUE CODE CO OO C 1, If Y OF* T ,) K W I A APPROVED OCT 01 2015 NOV 2 5 2015 ERMIT CENTE City of Tukwila DATE PROJECT MANAGER 09/28/15 1 RW/CS PROJECT NUMBER SHEET NUMBER 140911 '9qr, SCALE 1 NOTED DEMOLITION SCOPE 1. PARTITIONS, DOORS, RELITES & ITEMS SHOWN AS DASHED ARE TO BE REMOVED OR RELOCATED. REUSABLE MATERIALS TO BE RETURNED TO BUILDING STOCK. 2. REMOVE ALL POWER SIGNAL, SWITCHING & OTHER PERTINENT ITEMS FROM WALLS TO BE DEMOLISHED, TYP. 3. REMOVE EXISTING FLOOR FINISH THROUGHOUT AREA OF WORK, U.N.O. AT EXISTING RESTROOMS REMOVE ALL WALL FINISHES. PREP FLOORS AND WALLS TO RECEIVE NEW FINISHES AS INDICATED ON FINISH PLAN. 4. DEMOLITION CONTRACTOR IS NOT TO REMOVE ANY STRUCTURAL ELEMENTS WITHOUT PRIOR DIRECTION AND AUTHORIZATION BY A STRUCTURAL ENGINEER. CONDUCT DEMOLITION TO AVOID DAMAGE TO EXISTING BUILDING SHELL/ STRUCTURE. CEASE OPERATION AND NOTIFY OWNER IMMEDIATELY IF SHELL/ STRUCTURE APPEARS TO BE IN DANGER. 5. CARE HAS BEEN TAKEN TO FORESEE ALL PERTINENT CONSTRUCTION CONDITIONS. HOWEVER, FIELD CONDITIONS MAY OCCUR WHICH WILL CAUSE A CONFLICT. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR OR THEIR SUBCONTRACTOR TO ALERT THE ARCHITECT OF ANY SUCH DISCREPANCIES OR CONFLICTS PRIOR TO PERFORMING WORK. FAILURE TO DO SO MAY LEAD TO WORK IN QUESTION BEING REJECTED BY TENANT OR ARCHITECT. 6. DISMANTLE AND REMOVE ALL ITEMS NOT INCLUDED OR REUSED AS A PART OF NEW CONSTRUCTION. COORDINATE SALVAGE OF MATERIALS/ ITEMS WITH TENANT. 7. CARE SHOULD BE MADE IN CAPPING OFF ALL UNUSED ELECTRICAL AND PLUMBING FEEDS. WHERE POSSIBLE ALL ABANDONED UTILITY FEEDS TO BE REMOVED BACK TO THE SOURCE OF ORIGINATION. REMOVE CONDUITS WHERE POSSIBLE. 8. CARE TO BETAKEN DURING WALL DEMOLITION WHERE NEW WALL CONSTRUCTION IS PROPOSED TO INTERSECT OR JOIN EXISTING OR ADJACENT CONSTRUCTION. THE CONTRACTOR'S DISCRETION IS REFERRED TO FOR INTERPRETATION OF THE LIMITS UNDER WHICH WALLS TO REMAIN ARE TO BE DEMOLISHED ENTIRELY, TO BE REUSED OR TO PROVIDE SELECTIVE DEMOLITION. PATCH/ REPAIR EXISTING SHEET ROCK AT AREAS OF DEMOLITION. 9. THE PREMISES AND THE JOB SITE SHALL BE MAINTAINED IN A REASONABLY NEATAND ORDERLY CONDITION AND LEFT FREE FROM ACCUMULATIONS OF WASTE MATERIALS AND RUBBISH DURING THE ENTIRE CONSTRUCTION PERIOD. REMOVE CRATES, CARTONS, AND OTHER FLAMMABLE WASTE MATERIALS OR TRASH FROM THE WORK AREA AT THE END OF EACH WORKING DAY. PIPE AND DUCT SHAFTS, CHASES, FURRED SPACES, AND SIMILAR SPACES SHALL BE CLEANED AND LEFT FREE OF RUBBISH, LOOSE PLASTER, MORTAR DRIPPINGS, EXTRANEOUS CONSTRUCTION MATERIAL, DIRT, AND DUST. 10. CARE TO BE TAKEN NOT TO DAMAGE CEILING TILE AND GRID TO REMAIN. REPLACE ANY DAMAGED OR SOILED CEILING TILES. DEMOLITION PLAN KEYNOTES O1 DEMOLISH CEILING TILE AND GRID AND FIXTURES THIS ROOM. SAVE FIXTURES FOR REUSE. SEE RCP FOR MORE INFORMATION. OEXISTING POWER POLES TO BE REMOVED. SAVE FOR RELOCATION AS NOTED ON FLOOR PLAN, TYP. OREMOVE EXISTING TOILET PARTITIONS. RETAIN PLUMBING FIXTURES AND ACCESSORIES FOR REUSE, TYP. EXISTING RESILIENT FLOORING TO REMAIN, THIS AREA. PATCH VCT WITH NEW TO MATCH OEXISTING, WHERE PARTITION, DOOR AND FLOOR MOUNTED TOILET HAVE BEEN DEMOLISHED. RUBBER BASE TO BE REMOVED, TYP. AT LOCATIONS WHERE 6" BASE IS BEING REMOVED, SKIM AND PREP WALLS TO RECEIVE NEW PAINT AND RUBBER BASE. OREMOVE EXISTING COUNTERTOP. RETAIN LAVATORY FIXTURES, MIRRORS AND ACCESSORIES FOR REUSE. OREMOVE EXISTING WALL COVERING. SKIM AND REPAIR WALL FOR NEW PAINT FINISH. OEXISTING CASEWORK TO BE DEMOLISHED. PATCH AND REPAIR WALL FOR NEW PAINTED FINISH. OREMOVE CONDUIT AT ABANDONED FLOOR CORE, THIS ROOM. INFILL SLAB TO BE FLUSH AND WITH MATERIAL TO MATCH EXISTING. OSHORTEN/MODIFY EXISTING CHAIR RAILTO ALLOW FOR NEW DOOR. STOP RAIL 2" FROM NEW DOOR. 10 REMOVE EXISTING PHONE BOARD IF POSSIBLE. COORDINATE WITH TENANT TO RELOCATE PHONE CIRCUITS. PATCH AND REPAIR WALL FOR NEW PAINT. DEMOLITION PLAN SYMBOLS EXISTING WALL WALL OR ITEM TO BE REMOVED GLASS RELITE OKEYNOTE NOT IN CONTRACT DEMOLITION PLAN 1 /8"=1'-0" C41T 0 I Ll!'.;Y`'IL H OCT 01 2015 PERMIT CENTER REGISTERED ,8658 A CHITEC� DAVID W. K EY STATE OF WASHINGTON TM 6720 SW MACADAM AVENUE, SUITE 100 PORTLAND, OR 97219 T 503-245-7100 117 SOUTH MAIN STREET, SUITE 400 SEATTLE, WA 98104 T 206-576-1600 © ANKROM MOISAN ARCHITECTS, INC. z 0 m O x> o mo00 m Q vQ LL 0 LU J Ln w oY 00 REVISION DATE REASON FOR ISSUE REVfEWED FOR &0a �0WCE RLA 4PPROVED NOV 2 5 2015 City of Tukwila BUILDING DIVISION PERM IT/BID SE DATE PROJECT MANAGER 09/28/15 RW/CS PROJECT NUMBER SHEET NUMBER 911 T-2 Isc NOTED v c i z 0 H �C V =)O „ w nU V Z T Z _F_ L Q J n� -j J J j <0 LQ n U- L I ?/ N Lu J L J L� FLOOR PLAN 1/8"=1'-0" FLOOR PLAN GENERAL NOTES 1. ALL WORK AND MATERIALS TO CONFORM TO BUILDING STANDARDS UNLESS OTHERWISE NOTED. 2. PROVIDE BUILDING MANAGEMENT WITH AS BUILT DOCUMENTATION/ DRAWINGS AT COMPLETION OF CONSTRUCTION. 3. ALL NEW GYPSUM BOARD WALL SURFACES TO RECEIVE A SMOOTH, LEVEL 4 FINISH PER AWCI STANDARDS. APPLY A DRYWALL PRIMER (SHEETROCK BRAND "FIRST COAT" OR EQUIV.) PRIOR TO FINAL FINISH COAT TO MINIMIZE SURFACE TEXTURE VARIATIONS. 4. ALL PLYWOOD AND BLOCKING TO BE FIRE RETARDANT TREATED WOOD, TYP. 5. ANY EXISTING OUTLETS NOT SHOWN ARE EXISTING TO REMAIN. ELECTRICAL SUB -CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE WORKING CONDITION OF ALL EXISTING OUTLETS TO REMAIN. NEW COVER PLATES TO MATCH EXISTING. 6. DO NOT INSTALL POWERAND VOICE DATA OUTLETS BACK-TO-BACK IN WALLS, OFFSETTO NEXT STUD. ALL ELECTRICAL TO BE INSTALLED IN EMT. 7. FINAL FURNITURE AND OUTLETS THROUGHOUT TO BE COORDINATED WITH TENANT AND/OR TENANT'S FURNITURE VENDOR. 8. ALL PHONE, DATA AND COMMUNICATION CABLING AND EQUIPMENT TO BE PROVIDED BY TENANT AND TENANT'S VENDOR. G.C. TO PROVIDE PATHWAY AND PULL STRING FOR ALL NEW CABLING. 9. ALL MECHANICAL, PLUMBING AND ELECTRICAL PENETRATIONS THROUGH RATED ASSEMBLIES SHALL BE INSTALLED TO MAINTAIN ASSEMBLY RATING. 10. REFER TO SHEET T-4 FOR DOOR SCHEDULE AND HARDWARE 11. TENANT'S FURNITURE VENFOR TO COORDINATE INSTALLATION OF FURNITURE AND COORDING OF POWER/DATA FEEDS, TYP. O EXISTING EQUIPMENT AND CASEWORK TO REMAIN THIS ROOM. PROVIDE POWER, PER PLAN, FOR (2) NEW TENANT PROVIDED REFRIGERATORS. ORELOCATED POWER POLE. COORDINATE WHIP FEED WITH TENANT FURNITURE. PROVIDE/INSTALL NEW ADA DRINKING FOUNTAIN. SPEC: ELKAY, NO LEAD TWO OLEVEL SWILFLOR WALL MOUNT BARRIER FREE DRINKING FOUNTAIN. MODEL: EDFPBM117C. NEW ADA URINALS, SPEC: KOHLER, BARDON 1 /8TH GPF (HEU) K-4904-ET W/ 1.0 O GPF EXPOSED FLUSHOMETER K-13518. G.C. TO CONFIRM IF EXISTING ROUGH -INS NEED TO BE MODIFIED TO ACHIEVE ADA MOUNTING HEIGHT AND/OR IF PROPOSED FIXTURE SPECS ALIGN WITH EXISTING ROUGH -INS. O PROVIDE/INSTALL NEW ADA GRAB BARS AT NEW ADA STALLS. SPEC: BOBRICK, STRAIGHT GRAB BAR STAINLESS STEEL. B-5806 X 42, B-5806 X 36, B-5806 X 18. G.C. TO PROVIDE PATHWAY FOR NEW CARD READER AND Al PHONE. OCOORDINATE REQUIREMENTS WITH TENANT'S SECURITY VENDOR. PATHWAYS TO TERMINATE IN IDF ROOM #1034. PROVIDE CORK TACK STRIPS, THIS WALL. STOP 4" CLEAR OF ANY OPENING OR O CORNER. SPEC: BANGOR CORK, 2" X 102" ALUMINUM DISPLAY RAIL W/ CORK STRIP (SKU: B-912-86), CORK COLOR: STORM GRAY BC-14 (2162). SEE ELEVATION 11/T-5 FOR INSTALLATION INFORMATION. MANUAL WALL MOUNTED PROJECTION SCREEN, PROVIDED BY TENANT. G.C. TO OINSTALL AND COORDINATE LOCATION WITH TENANT'S AN VENDOR. RELOCATE ANY STROBES OR LIFE SAFETY DEVICES WHERE CONFLICTS OCCUR. O PROVIDE POWER OUTLET AT CEILING FOR TENANT PROVIDED PROJECTOR. VERIFY POWER REQUIREMENTS AND LOCATION WITH TENANT'S AN VENDOR. 10 NEW PLASTIC LAMINATE CEILING HUNG RESTROOM PARTITIONS. UTILIZE/MODIFY EXISTING STRUCTURAL SUPPORT LOCATIONS AS REQUIRED. 11 NEW V-6" WIDE x 4'-0" HIGH PLASTIC LAMINATE WALL MOUNTED PRIVACY PARTITION AT URINAL, TYPICAL OF (2) LOCATIONS. REFER TO ELEVATIONS. 12 MATCH EXISTING PLUMBING WALL CONSTRUCTION AND EXTEND TO FULL LENGTH OF MODIFIED WOMEN'S RESTROOM. 13 NOT USED. 14 NEW WHIP FEED. ELECTRICAL CONTRACTOR TO PROVIDE (1) CIRCUIT FOR EVERY (4) WORKSTATIONS. 15 PROVIDE 8" GROMMET FOR TRASH. CENTER ON CASEWORK. SPEC: MOCKET, TM213 8" DIAMETER X 2" TRASH GROMMET, SATIN STAINLESS STEEL FINISH. 16 UTILIZE EXISTING BLANK LOCATION FOR NEW DUPLEX OUTLET. 17 G.C. TO ADD DOORBELL AT THIS LOCATION. CHIME TO BE LOCATED IN 1017. VISION SERVER TO BE INSTALLED AT THIS LOCATION. G.0 TO PROVIDE ADEQUATE 18 COOLING FOR HP PROLIANT DL380G6 BOX WITH A BTU RATING MAXIMUM FOR 120OW POWER SUPPLY: 3500 BTU/HR (AT 100 VAC) COORDINATE POWER/DATA REQUIREMENTS WITH TENANT. 19 G.C. TO CONFIRM ELECTRICAL LOAD WITH TENANT'S TECHNOLOGY VENDOR. G.C. TO CONFIRM FINAL CORE DRILL LOCATIONS WITH TENANT'S FURNITURE VENDOR. FLOOR PLAN SYMBOLS EXISTING WALL DUPLEX RECEPTACLE NEW INSULATED PARTITION 4 WALL TO CEILING GRID T-8 A mm UmmmmmmmmLmm NEW 1-HOUR WALL TO 5 STRUCTURE T-8 B GLASS RELITE OFFICE ROOM NAME 100 ROOM NUMBER 2O KEYNOTE 1 INTERIOR ELEVATION T- REFERENCE 308 DOOR TAG Aa WALL TYPE 30" x 48" CLEAR FLOOR SPACE I ! 60" CLEAR FLOOR SPACE i 4-PLEX RECEPTACLE d VOICE/ DATA OUTLET (D WALL SURFACE MOUNTED THERMOSTAT Q JUNCTION BOX Q STROBE LIGHT (D CORE DRILL- FOR REFERENCE ONLY © BLANK OUTLET © CARD READER �REVICO pFOR LpNC CODE �� , s�ROVE.® NOV 2 5 2015 "'�' �" "i U K VV I L A PP POWER POLE NOV 10 2015 PERMIT CENTER \ �_\ NEW CASERWORK, NEW UPPER CABINETS WHERE INDICATED 865aWASHIN STATM Ankrom. Moisan 6720 SW MACADAM AVENUE, SUITE 100 PORTLAND, OR 97219 T 503-245-7100 117 SOUTH MAIN STREET, SUITE 400 SEATTLE, WA 98104 T 206-576-1600 © ANKROM MOISAN ARCHITECTS, INC. z_ r) J Ln m uj 00 X > 00 rO V m 00 U < Q LL oLij �S Jun Y W o 5 I— 00 (— REVISION DATE REASON FOR ISSUE 1 10/20/15 CORRECTIONS 2 11/06/15 CORRECTIONS FLOOR PLAN & ELEC/DATA PLAN PERMIT DATE PROJECT MANAGER 11 /06/15 RW/CS PROJECT NUMBER SHEET NUMBER 140911 T-3 SCALE AS NOTED z 12 EL 70 MLn W N O Z o� 2Q NJ x3 w Y J Z) ¢0 wQ LL LLJ �I J LU LU o O� J CL,�i DOOR SCHEDULE DOOR FRAME SIZE Q ¢ w Q D V) w H = Y Ln LU w t= w En ❑ 2 :D z _ Lz—i a: _ DETAILS MATCH EXISTING FINISHES, NEW CARD 1000 36" 6'-8" 12" C HM PAINT HM PAINT 5 20 MIN READER AND Al PHONE. SEE KEY NOTE (6) ON SHEETT-3 FOR ADDITIONAL INFORMATION. 1001A EXISTING TO REMAIN 2 20 MIN EXISTING DOOR, NEW CIPHER LOCK, MAINTAIN CLOSER 1001 B EXISTING TO REMAIN 2 20 MIN EXISTING DOOR, NEW CIPHER LOCK, MAINTAIN CLOSER 1002A EXISTING TO REMAIN 2 20 MIN EXISTING DOOR, NEW CIPHER LOCK,MAINTAIN CLOSER 10026 EXISTING TO REMAIN 2 20 MIN EXISTING DOOR, NEW CIPHER LOCK, MAINTAIN CLOSER 1003A EXISTING TO REMAIN 2 20 MIN EXISTING DOOR, NEW CIPHER LOCK, MAINTAIN CLOSER 10036 EXISTING TO REMAIN 2 20 MIN EXISTING DOOR, NEW CIPHER LOCK, MAINTAIN CLOSER 1004 EXISTING TO REMAIN 2 20 MIN EXISTING DOOR, NEW CIPHER LOCK, MAINTAIN CLOSER 1007A EXISTING TO REMAIN 3 20 MIN EXISTING DOOR, NEW CARD READER,MAINTAIN CLOSER R T R A RE liio PO IBLE. INTAI CLOSE . 1009 EXISTING TO REMAIN EXIST. EXIST. INSIDE: EXISTING LEVER W/ CLOSER OUTSIDE: EXISTING LEVER HARDWARE 1011 EXISTING TO REMAIN EXIST. EXIST. INSIDE: EXISTING PUSH PLATE W/ CLOSER OUTSIDE: EXISTING D-PULL " 1018 36" 6'-8" 11" A WD WD WD WD 1 NR MATCH EXISTING FINISHES 1019 36" 6-8" 12" A WD WD WD WD 1 NR MATCH EXISTING FINISHES 1021 36" 6'-8" 11" A WD WD WD WD 1 NR MATCH EXISTING FINISHES 1022 36" 6-8" 11" A WD WD WD WD 1 NR MATCH EXISTING FINISHES 1023 36" 6'-8" 11" A WD WD WD WD 1 NR MATCH EXISTING FINISHES 1024 36" 6-8" 11" A WD WD WD WD 1 NR MATCH EXISTING FINISHES 1026 36" 6-8" 11" A WD WD WD WD 1 NR MATCH EXISTING FINISHES 1027 36" 6'-8" 12" A WD WD WD WD 1 NR MATCH EXISTING FINISHES 1028 36" 6'-8" 11" A WD WD WD WD 1 NR MATCH EXISTING FINISHES 1029 36" 6-8" 1-1" A WD WD WD WD 1 NR MATCH EXISTING FINISHES 1031 36" 6-8" 11" A WD WD WD WD 1 NR MATCH EXISTING FINISHES 1032 36" 6-8" 1Z" A WD WD WD WD 1 NR MATCH EXISTING FINISHES 71 n" T\/n A TYPE DOOR HARDWARE GROUPS GROUP 1 - INTERIOR PASSAGE 1 1/2 PAIR BUTTS - 41 /2" LEVER SET - "PASSAGE" TYPE FLOOR STOP SILENCER GROUP 2 - RATED WALL - CIPHER LOCK LEVER LOCKSET- CIPHER LOCK ALL OTHER EXISTING HARDWARE TO REMAIN. n TYPE DOOR GROUP 3 - RATED WALL - CARD READER, EXISTING DOOR LEVER LOCKSET - CARD READER ALL OTHER EXISTING HARDWARE TO REMAIN. GROUP 4 - INTERIOR LOCKING - STOREROOM 1 1/2 PAIR BUTTS - 4 1/2" LEVER SET- "STOREROOM" TYPE, LOCKING CLOSER GASKETING FLOOR STOP SILENCER GROUP 5 - RATED WALL - PANIC HARDWARE 1 1/2 PAIR BUTTS - 4 1/2" - EACH DOOR LEVER LOCKSET (OUTSIDE) - PANIC HARDWARE (INSIDE) GASKETING FLOOR STOP SILENCER CLOSER CARD READER GROUP 6 - RATED WALL - CARD READER, NEW DOOR 1 1/2 PAIR BUTTS - 4 1/2" - EACH DOOR LEVER LOCKSET GASKETING FLOOR STOP SILENCER CLOSER CARD READER VISION PANEL TO MATCH BLDG. STD. SIZE /` TYPE DOOR A VISION PANEL TO MATCH BLDG. STD. SIZE A,NIC HARDWARE HARDWARE NOTES 1. EXIT DOORS ARE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, SPECIAL KNOWLEDGE OR FORCE. 2. ALL DOORS TO HAVE COMMON KNOWLEDGE, SINGLE ACTION ADA COMPLIANT LEVER HARDWARE EXCEPT WHERE PANIC HARDWARE IS REQUIRED. ALL DOORS TO ALLOW FREE EGRESS AT ALL TIMES. 3. PROVIDE 18 GA. BACKING AT ALL WALL STOP LOCATIONS, IF APPLICABLE. 4. ALL DOOR HARDWARE TO COMPLY WITH BUILDING STANDARDS. 5. COORDINATE KEYING WITH LANDLORD AND ARCHITECT. DOOR AND FRAME NOTES 1. SALVAGE ALL DOORS TO BE REMOVED FOR POSSIBLE 2. NEW WOOD DOORS -PREMIUM GRADE VENER, SPECI STAIN TO MATCH EXISTING WITH CLEAR FINISH. DOO CUT IN FIELD. 3. DOORS TO BE SOLID CORE KtqftVVED FOR II DE COMPLIANCE ,APPROVED o BENOV 2 5 2015 _qf Tukwila �-,; j. (B.1jtKQ,cAiVISION OCT 2 2 20 PERMIT CENTER E EDRC *8658EGIS I CTW. KEL Y WAS GT t'I TM f�j �I GtiS Ff {tj .. Ankro sa 6720 SW MACADAM AVENUE, SUITE 100 PORTLAND, OR 97219 T 503-245-7100 117 SOUTH MAIN STREET, SUITE 400 SEATTLE, WA 98104 T 206-576-1600 © ANKROM MOISAN ARCHITECTS, INC. V z 0 J_ D V) m 00 O x>00 V m� o Q U � Q LL 0 ca- W ULI �Ln 22� 3: I- v- 1--- REVISION DATE REASON FOR ISSUE 1 10/20/15 CORRECTIONS DOOR SCHEDULE PERMIT DATE PROJECT MANAGER 09/28/15 RW/CS PROJECT NUMBER SHEET NUMBER gojh40"911 T-4 ALE S NOTE ) 8658 REGISTERED AR,CHITE2T REFLECTED CEILING PLAN 1/8"=1'-0" REFLECTED CEILING PLAN GENERAL NOTES 1. PROVIDE OCCUPANCY SENSOR SWITCHES FOR ALL ENCLOSED ROOMS. 2. EXISTING SUSPENDED CEILING GRID SYSTEM TO REMAIN U.N.O. 3. REPLACE CHIPPED, SOILED, POORLY CUT OR DAMAGED CEILING TILES. 4. UPGRADING OF EXISTING CEILINGS (2012 IBC SECTION 1613.1) A. CEILINGS WITHOUT SEISMIC BRACING. WHERE EXISTING CEILINGS ARE WITHOUT SEISMIC BRACING, THE CEILING SYSTEM SHALL BE BROUGHT INTO SUBSTANTIAL COMPLIANCE WITH CURRENT CODE REQUIREMENTS WHEN 50% OR MORE OFTHE CEILING TILE IS ALTERED, REPAIRED OR REPLACED AS PART OF A GENERAL SPACE ALTERATION, OR IF ALL OFTHE CEILING SYSTEM IS REMOVED. SUBSTANTIAL COMPLIANCE MEANS INSTALLATION OF THE FOLLOWING ITEMS WHERE REQUIRED IN NEW CONSTRUCTION: LATERAL FORCE BRACING, COMPRESSION STRUTS, AND SLACK WIRES ON ALL LIGHT FIXTURES AND AIR TERMINALS. THESE UPGRADES ARE NOT REQUIRED: WHEN REMOVING PORTIONS OF TILES OR PANELS AND/OR GRID TO ALTER DUCTWORK, SPRINKLER PIPE, ETC.; OR WHEN PORTIONS OF A CEILING ARE REMOVED ONLY TO FACILITATE THE INSTALLATION OF SPRINKLER PIPING. B. CEILINGS WITHOUT COMPRESSION STRUTS. WHERE EXISTING CEILINGS HAVE SEISMIC BRACING BUT DO NOT HAVE COMPRESSION STRUTS ATTHE CENTER OF THE SPLAYED WIRES, THE ADDITION OF COMPRESSION STRUTS WILL ONLY BE REQUIRED WHEN AND WHERE THE GRID IS REPLACED, ALTERED, RAISED OR LOWERED. 5. RELOCATE OR DEMO EXISTING LOUDSPEAKERS, SMOKE DETECTORS, AND MOTION DETECTORS AS NECESSARY. CONTRACTOR TO CONFIRM NEW LOCATIONS WITH BUILDING OWNER AND TENANT PRIOR TO DEMOLITION. 6. RELOCATE EXISTING HVAC OR SPRINKLER HEADS IMPEDING ON NEW WALL CONSTRUCTION. FOLLOW NECESSARY CODES AND REGULATIONS. 7. ALL WORK AND MATERIALS TO CONFORM TO BUILDING STANDARDS, U.N.O. 9. PROVIDE BUILDING MANAGEMENT WITH AS BUILT DOCUMENTATION/ DRAWING AT COMPLETION OF CONSTRUCTION. 10. LATERAL FORCE BRACING IS REQUIRED FOR CEILINGS OVER 144 SQUARE FEET. 11. CEILINGS WITH INTERSTITIAL SPACES LESS THAN 12 INCHES TO FRAMING ARE NOT REQUIRED TO HAVE LATERAL FORCE BRACING. 12. THE SUSPENDED CEILING GRID SHALL BE ATTACHED TO TWO ADJACENT WALLS. (SOFFITS EXTENDING TO A POINT AT LEAST LEVEL WITH THE BOTTOM PLANE OF THE GRID AND INDEPENDENTLY SUPPORTED AND LATERALLY BRACED TO THE STRUCTURE ABOVE ARE DEEMED TO BE EQUIVALENT TO WALLS.) 13. FOR CEILING AREAS EXCEEDING 2,500 SQUARE FEET, A SEISMIC SEPARATION JOINT SHALL BE PROVIDED. 14. THE MINIMUM MOVEMENT REQUIRED TO BE ACCOMMODATED AT SEISMIC JOINTS IS 3/4 OF AN INCH. 15. REUSE FIXTURES WHERE FEASIBLE. DISMANTLE AND REMOVE ALL ITEMS NOT INCLUDED OR REUSED AS A PART OF NEW CONSTRUCTION. COORDINATE SALVAGE OF FIXTURES/MATERIALS WITH TENANT. 16. EGRESS LIGHTING TO BE COORDINATED BY DESIGN BUILT ELECTRICAL CONTRACTOR ALONG PATH OF EGRESS AS SHOWN ON EGRESS PLAN ON SHEETT-1. REFLECTED CEILING PLAN SYMBOLS $ SWITCH EXISTING 2' X 4' LAY -IN FIXTURE EXISTING 2' X 2' FIXTURE RELOCATED 2' X 4' LAY -IN FIXTURE REMOVED FIXTURE ® EXIT LIGHTAC WITH BATTERY BACK-UP AND DIRECTIONAL ARROW. UNITS WHERE LINE OF SIGHT TO NEAREST EXIT IS OBSCURED. CEILING DULPEX OUTLET EXISTING CEILING HEIGHT �y % � x NEW ACT CEILING TILE AND GRID. INSTALL TO NEAREST FULL TILE. � a NOT IN CONTRACT ABBREVIATIONS E EXISTING N NEW R REMOVED RL RELOCATED +44" MOUNTING HEIGHT. A.F.F. TO CENTERLINE. REFLECTED CEILING PLAN KEYNOTES REVfEWED FOR CODE COMPLIANCE APPROVED NOV 2 5 2015 City of Tukwila BUILDING DIVISION C IT Y UI= T �, ,, ,, r• ,tA'lL OCT 0 1 2015 PERMIT CENTER OPAINT EXISTING CEILING GRID AND REPLACE ALL ACOUSTIC CEILING TILES, THIS ROOM. OWHERE PARTITION HAS BEEN REMOVED, INFILL (AND PROVIDE SEAM IF NEEDED) TO JOIN EXISTING CEILING GRIDS. ONEW CEILING GRID AND ACOUSTIC CEILING (ACT) TILE THIS AREA, MATCH EXISTING. ALIGN NEW GRID WITH EXISTING CEILING GRID. OCEILING DUPLEX OUTLET. SEE FLOOR & ELEC/DATA PLAN T-3 FOR LOCATION AND ADDITIONAL INFORMATION. DAVID W. KELLEY STATE OF WgSHINGTON l pry r;r TM + ax .. An r .m O i r 6720 SW MACADAM AVENUE, SUITE 100 PORTLAND, OR 97219 T 503-245-7100 117 SOUTH MAIN STREET, SUITE 400 SEATTLE, WA 98104 T 206-576-1600 © ANKROM MOISAN ARCHITECTS, INC LD z 0 J � O m X w� > 6-0V O�� 00 CIO-` 0) L U _j r Q Uj Ln W Y O REVISION I DATE I REASON FOR ISSUE REFLECTED CEILING PLAN PERMIT/BID SE DATE PROJECT MANAGER 09/28/15 RW/CS PROJECT NUMBER SHEET NUMBER 11 d1 A T-5 A OTED U w cn Q 2 CL W > F- U g W J U- r) u co 0 is 0 �r Z O U tO s� 2 U V Z T Z _ I- LG E 1j J = j L L WI c1 .J J uLU J L CP) T- EXISTING PAPEF TOWEL DISPEN! RELOCATED FO COMPLIANCE. EXISTI FIXTU REMAI U.N.0 WOMEN'S RESTROOM NORTH WALL 1/4" - 1'-0" P-LAM DIVIDER, PL-4. P-LAM TO BE INSTALLED VERTICALLY WITH NO SEAMING. HIDDEN KEYHOLE SLOT HARDWARE FOR WALL ATTACHMENT, MINIMUM OF (2) BOTTOM OF CASEWORK IN BACKGROUND. e WOMEN'S RESTROOM DIVIDER PANEL 1/4" - V-0" MEN'S RESTROOM WATER CLOSET 1/4" — 1'-0" NEW ADA GRAB BARS RELOCATE EXISTING TOILET AND FIXTURES TO COMPLY WITH ADA. 1.5" THICK P-L-4 DIVIDER. EXISTING PAPER TOWEL DISPENSER, RELOCATED. SWITCH RELOCATED. EXISTING OUTLET TO REMAIN, COORD. RELOCATION WITH ADRCHITECT IF NECESS 8" DIA. GROMMET CENTERED ON CASEWORK HW 2 CASEWORK/ APRON, PI-4 EXISTING TRASH CAN WOMEN'S RESTROOM 5 WATER CLOSET EXTERIOR 1/4" - V-0" T-2 RELOCATE EXISTING SEAT COVER DISPENSERS FOR ADA COMPLIANCE NEW ADA GRAB BARS RELOCATE EXISTING SEAT TOILET PAPER DISPENSER RELOCATE EXISTING TOILET TO COMPLY WITH ADA MOUNING HEIGHT AND DISTANCE FROM WALL. SEE TYPICAL MOUNTING HEIGHTS ON SHEET T-6. NOTE: REFERENCE TYPICAL FIXTURE MOUNTING HEIGHTS AND ADA CLEARANCES. e WOMEN'S RESTROOM LAVATORY 1/4" - 1'-0" FAI TILE IN BACKGROUND CEILING MOUNTED TOILET PARTITION, PL-5. MATCH EXISTING LOCATIONS. PROVIDE NECESSARY BLOCKING IN CEILING. TOILET PARTITION DOOR, PL-5 v i� OPEN T-2 EXISTING SOAP DISPENSERS. RELOCATE FOR ADA COMPLIANCE, TYP. EXISTING MIRROR TO BE RELOCATED, ADJUST EXISTING LIGHTING FOR NEW LOCATION EXISTING SINKS/FAUCETS TO BE REINSTALLED, TYP. COUNTERTOP, PL-3 INSULATED SLEEVES ON ANY EXPOSED PIPES, TYP. ®� MMM%1 MEN'S RESTROOM URINALS 1/4" — V-0" MEN'S RESTROOM WATER CLOSET EXTERIOR 1/4" — V-0" EXISTING FIXTURES TO REMAIN, U.N.O. 1 1H TILE IN BACKGROUND NEW LAMINATE CEILING MOUNTED TOILET PARTITION, PL-5. PROVIDE NECESSARY BLOCKING IN CEILING. TOILET PARTITION BEYOND TOILET PARTITION DOOR, PL-5 T-2 ■111M1MMMI1M■ _�■ ■�■ .�� 1��1�1 ■��■ �� ■■ ��■ ��■ �.� i IN MEN ■ 021 ■1 ■�■■ ■tea �� ■� =� ■��■�Cc—_� LI/ ■ ■I �.� i ■�■I LJ■ ■■ ■�■� ■�■■ ■��■ Lam■ �►�� I i■�■ �■ _��I' r r A WOMEN'S RESTROOM WATER CLOSET 1/4"- V-0" T-2 EXISTING MIRROR TO BE RELOCATED, ADJUST EXISTING LIGHTING FOR NEW LOCATION EXISTING SINKS/FAUCETS TO REMAIN COUNTERTOP, PL-3 NEW ADA GRAB BARS RELOCATE EXISTING TOILET AND FIXTURES TC COMPLY WITH ADA. INSULATED SLEEVES ON ANY EXPOSED PIPES, TYP. T-2 RELOCATED EXISTING TOILET SEAT COVER DISPENSERS FOR ADA COMPLIANCE, TYP. NEW ADA GRAB BARS RELOCATE EXISTING TOILETAND FIXTURES TO COMPLY WITH ADA. mm ■MMMI!IM MINE 1_■�� Iv�,II��I 1 m II/MEN � 0 0 W-109i 11 ■9■Ir�M■, iip��■�■�Satj�■■■I��■�! /�©�..>}■�ill_iH � IIIIIII■■■II■II■ �� ■■■��1�■■■■■ ■NNIE�■ ■�If��■i�l■■NEM MMMIMMMI■., ? 13 3 T-8 T-8 MEN'S RESTROOM LAVATO RY 1/4" - V-0" MEN'S RESTROOM NORTH WALL 1/4" - V-0" Z T-2 COLUMN EXISTING PAPER TOWEL DISPENSER. RELOCATED FOR ADA COMPLIANCE. EXISTING SOAP DISPENSERS. RELOCATE FOR ADA COMPLIANCE, TYP. EXISTING PAPER TOWEL DISPENSER RELOCATED. EXISTING OUTLET AND SWITCH TO REMAIN. COORD. RELOCATION WITH ARCHITECT IF NECESSARY. 8" DIA. BRUSHED ALUM. GROMMET CENTERED ON CASEWORK HW-2 PL-4, CASWORK AND APRON FINISHED END, PL-4. EXISTING TRASH CAN OPEN BASE REV WED FOR CODE` COMPLIANCE APPROVED NOV 2 5 2015 City of Tukwila BUILDING DIVISION crl, Y OF TW WILA NOV 1 0.2015 HERMIT CENTER 86 8 REGISTERED 7] ARC ECT AVID W. KELLEY STATE OF WASHIN TM t .L n- f O Moisan 6720 SW MACADAM AVENUE, SUITE 100 PORTLAND, OR 97219 T 503-245-7100 117 SOUTH MAIN STREET, SUITE 400 SEATTLE, WA 98104 T 206-576-1600 © ANKROM MOISAN ARCHITECTS, INC. Z 0 J m O X>60 W 0N p0 00 L1 m U LL O LU J J L W �mY 00 REVISION DATE REASON FOR ISSUE 1 10/20/15 CORRECTIONS 2 11/06/15 CORRECTIONS ELEVATIONS PERMIT DATE PROJECT MANAGER 11 /06/15 RW/CS PROJECT NUMBER SHEET NUMBER 911 T-6 S NOTED FINISHED END, PL-1 FINISHED END, PL-1 Fn Ar r r-rrnuiAirrN I:n TRAINING ROOM TACK STRIP MOUNTING HEIGHT TYP. 1/4" = 1'-0" COPY ROOM 1/4" - 1'-0" PAINT, P-1 FINISHED END, PL-1 UPPERS, PL-1 EXISTING COLUMN COUNTER TOP AND BACKSPLASH PL-2 HW 1, TYP. LOWERS, PL-1 FINISHED END B-1 CONTINOUS TACKABLE STRIP. B-1 GENERAL DOOR NOTES CENTERED ON TACTILE o CHARACTERS z PULL HANDLE HIGHEST HIGHEST HOPERABLE PART OPERABLE PART \ CIRCUIT PANEL r ----- - FEC IIR.H. MEN 45" I . z TOP NOTIN I SWITCH ❑❑ - - �- -- W PICTOGRAM LOWEST m FIELD yPERABLE PAtT z W m w z = m 18 � RAISED CHARACTERS TO BE 5/8" - 2" *MUST HAVE PNEUMATIC DEVICE FIRE FIRE TELEPHONE/ ENVIRONMENTAL ROBE AUTO- PAPER TOWEL SURFACE SOAP PAPER TOWEL MIRROR ACCESSIBLE STANDARD SIGNAGE FOR OPERATION WITH ONE HAND ALARM EXTINGUISHER ENTRY CALL BOX CONTROLS HOOK MATIC DISPENSER/ MOUNTED DISPENSER DISPENSER DRINKING DRINKING NO TIGHT GRASPING OR TWISTING PULL ELECTRICAL & HAND TRASH SEAT *35" MAX WHEN UNTAIN FOUNTAIN TABLE 603.6 MAXIMUM REACH DEPTH AND HEIGHT STATION COMMUNICATION DRYER RECEPTACLE COVER MIRROR IS NOT OVER MAXIMUM 0.5 INCH 21NCH 51NCH 61NCH 9 INCH 11 INCH DISPENSER LAVATORY OR CABINET EACH DEPTH (13 MM) (51 MM) (125 MM) (150 MM) (2' MM) (280 MM) MAXIMUM 48INCHES 461NCHES 421NCHES 401NCHE5 361NCHES 341NCHES REACH HEIGHT (1220 MM) (1170 MM) 0065 MM) 0015 MM) (915 MM) (865 MM) FAUCET TO COMPLY 60MIN WITH ANSI A117.1 SEC 309 ALLOWABLE EQUIP. AREA NO SHARP SURFACES INSULATE WATER ROBE HOOK SUPPLY 39"-41" INSULATE AND DRAINPIPES z WATER SUPPLY 6MAX z C 54MIN AND DRAINPIPES E E Q Q 17"MIN 36MIN 2 12 42MIN a0 MAX 11/2MI I RECESS S.0 . 42" G.B., S.N.RAT LE o SIDEWALL " WOMEN'S n Yz �� z ?z �? z S.C.D[T.P.D., I o 'n, m z z d zz vi ;L n S.N.R. AT 76 n I T.P.D. ' g ^ A d m o N d ^ o N m WOMENS a0 rn N u ry F- U �- I ~ IN 16"-18MAX. 6MAX 30 ACCESSIBLE 7%9" ACCESSIBLE TOE CLEAR 17"MIN 17" MIN MIN CLEAR ACCESSIBLE ACCESSIBLE ACCESSIBLE TOILET STALL CONTROLS TO BE WALL -HUNG LAVATORY *OR T.O. COUNTER, KITCHEN SINK CLEAR DRINKING FOUNTAIN WORKSPACE ON OPEN SIDE WHICHEVER IS HIGHER PUBLIC SPACES/ ANSI ACCESSIBLE UNITS/ ADA UNITS MOUNTING HEIGHTS THESE PICTOGRAPHS DO NOT DESCRIBE ALL CONDITIONS WHICH MAY BE ENCOUNTERED IN THE FIELD. VERIFY QUESTIONS WITH ARCHITECT TOILET TOILET- PUBLIC USE LAVATORY 16" MIN 16" MIN (WITH KNEE 18" MAX 18" MAX CLEARANCE) I -- ---� F 1 I I I I I I I NOTHING I I I I I I ALLOWED z I I I I ^ WITHIN N I I I I TOILET I I I I I CLEARANCE I I I I I I I I L - - - - - I I I - - - - - 60 -----J- - - - - - - - - - - - - 30 11 60MIN * IF TOILET IS WITHIN A STALL AND FLOOR MOUNTED, THEN 59" MIN. 56" IS FOR WALL MOUNTED TOILET IN STALL OR FLOOR MOUNTED TOILET NOT IN A STALL PUBLIC SPACES/ ANSI ACCESSIBLE UNITS/ ADA UNITS FLOOR CLEARANCES TYPICAL MOUNTING HEIGHTS 1/8"=1'-0" 1. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 8-1/2" POUNDS (38N) FOR EXTERIOR DOOR AND 5 POUNDS (22N) FOR INTERIOR DOORS. ADA/ANSI 404.2.9. (WHEN ALLOWED BY THE APPROPRIATE ENFORCEMENT AGENCY, AT REQUIRED FIRE DOORS THE MAXIMUM EFFORT MAY BE INCREASED TO NOT EXCEED 15 POUNDS). 2. HAND ACTIVATED HARDWARE SHALL BE CENTERED BETWEEN 30 AND 44 INCHES ABOVE THE FLOOR. LATCHING AND LOCKING DOORS THAT ARE HAND - ACTIVATED AND WHICH ARE IN A PATH OF TRAVEL SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, PANIC BARS, PUSH-PULL ACTIVATING BARS, OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE. LOCKED EXIT DOORS SHALL OPERATE AS ABOVE IN EGRESS DIRECTION. ADA/ANSI 309.4, 404.2.7. 3. FOR HINGED DOORS, THE OPENING WIDTH SHALL BE MEASURED WITH THE DOOR POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION. ADA/ANSI 404.2.3. 4. WHERE A PAIR OF DOORS IS UTILIZED, AT LEAST ONE OF THE DOORS SHALL PROVIDE A CLEAR, UNOBSTRUCTED OPENING WIDTH OF 32" WITH THE LEAF POSITIONED ATAN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION. ADA/ANSI 404.2.2, 404.2.3. 5. THE FLOOR OR LANDING SHALL BE NOT MORE THAN 1/2" LOWER THAN THE THRESHOLD OF THE DOORWAY. CHANGES IN LEVEL > 1/4" IN HT. AND NOT MORE THAN 1/2" MAX. IN HT. SHALL BE BEVELED WITH A SLOPE NOT STEEPER THAN 1:2. ADA/ANSI 303.2, 303.3. 6. DOOR HARDWARE SHALL NOT BE MOUNTED BELOW 34" AFF SIDE REACH DIAGRAMS * IN TYPE B UNITS, WITHIN KITCHENS AND BATHROOMS, - LIGHTING CONTROLS, ELECTRICAL SWITCHES AND ' RECEPTACLE OUTLES ARE PERMITTED TO BE LOCATED OVER CABINETS WITH COUNTERTOPS 36" MAX IN _ HEIGHT AND 251/2" MAX IN DEPTH MAA c 0 WHEELCHAIR PIVOTING TURNING SPACE TURN -AROUND APPROACH f^ 60 1 5-0" DIA 60 TYPICAL SYMBOLS 30�` ' z C I z I I 0 I d CHANGES IN FLOOR I I m LEVEL ^�� CHANGES IN FLOOR I I I I LEVEL I I > L_ J WHEELCHAIR CLEAR FLOOR SPACE ADA - FLOOR LEVEL TRANSITIONS & CLEAR AREA REQUIRED BEYOND DOOR SWING MAX BARRIER PRIMARY ENTRY DOOR TWO DOORS TO RESIDENTIAL UNIT BARRIER PREVENTS PASSAGE OF 4" r---------� SPHERE WITH ANY I n PORTION WITHIN I I �\/y 4" OF FLOOR z I I � I I � I I 12" MIN OSER W/LATC CLOSER I I I 118" MIN 32" MIN CLR OPENING z 0 o I a I Z�I p I LL I I I I I I L----- J FRONT HINGE APPROACH- APPROACH - PULL SIDE FRONT PULL SIDE -----------� ---------------� I I APPROACH- I rI I I PUSH SIDE I I L----------I I I I I I I I z I I z I I I z I o I 18" MIN 12" MIN* 36" MIN I 54" MIN. IF CLOSER IS PROVIDED MANEUVERING CLEARANCE AT MANUAL * DOORS WITH BOTH LATCH & CLOSER SWINGING DOORS ** *** 48" MIN. IF CLOSER IS PROVIDED HINGE APPROACH- PULL SIDE r------- ----� I I=> I I I I I I I? I � I I ------- 42"MIN I m x LIMITS OF PROTRUDING OBJECTS GENERAL NOTES: 1. BLOCKING INDICATED ON THE DWGS. TO EXTEND 1 1/2" ON ALL SIDES TO ACCOMMODATE CONSTRUCTION TOLERANCES AND ATTACHMENT POINTS. BLOCKING FOR FUTURE SHOWER AND BATHTUB SEATS TO BE PROVIDED AT 17"-19" MAX. AFF. 2. THE SPACE BETWEEN THE GRAB BAR AND PROJECTING OBJECTS BELOW AND AT THE ENDS OF THE GRAB BAR SHALL BE 1 1/2" MIN. THE SPACE BETWEEN THE GRAB BAR AND PROJECTING OBJECTS ABOVE THE GRAB BAR SHALL BE 12" MIN. MOUNT DISPENSERS 48" MAX. AFF. TO THE HIGHEST OPERABLE PART UNLESS NOTED OTHERWISE, 3. OPERABLE PARTS SHALL BE OPERATED WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5.0 POUNDS (22.2 N) MAXIMUM. 4. ALL HORIZONTAL GRAB BARS SHALL BE INSTALLED 33" MINIMUM AND 36" MAXIMUM ABOVE THE FLOOR TO THE TOP OF GRIPPING SURFACE, UNLESS NOTED OTHERWISE HINGE APPROACH - PUSH SIDE F---------------�- I � I I I I Iz I I� I IN 1� RECESSED DOORS - DOORS WITHIN THE RESIDENTIAL UNIT BIFOLD DOORS WITHIN THE SLIDING DOORS WITHIN THE FRONT PULL SIDE APPROACH POCKET OR STOP OR _ _ _ RECESSED INTENDED FOR USER PASSAGE AND> RESIDENTIAL UNIT INTENDED FOR USER RESIDENTIAL UNIT INTENDED FOR USER I Ir DOORS- HINGE LATCH I PUSH SIDE 24"DEEP CLOSET PASSAGE AND >24"DEEP CLOSET PASSAGE AND >24"DEEP CLOSET -- I I T----- l APPROACH APPROACH ------------I r------------- I I I I o a p o I I z I z 0 18"MIN I I z_ o p p I I I I D I ti LL G 0 S p LL I 22"MIN i 24"MIN I I X 'A I I 32"MIN 32" MIN 32"MIN I I ------- I I ------- I-j--------------�- - - - - - - CLROPENING CLR OPENING CLROPENING MANEUVERING CLEARANCE AT SLIDING & FOLDING DOORS MANEUVERING CLEARANCE AT RECESSED DOORS BUILDINGCLEARANCES FOR ALL PUBLIC SPACES/ANSI ACCESSIBLE UNITS/ANSI TYPE A UNITS/ADA UNITS 4 ADA CLEARANCES 1/8"=1'-0" LATCH APPROACH - PULL SIDE F------------�- I � I I I„ IZ I� I� (7 ~ir r e> "u �,. LATCH APPROACH - PUSH SIDE ------------� I I=> I I I I I I I � I 24" MIN ' I HALLWAY AND PASSAGE RECESSED DOORS - WIDTH THROUGHOUT THE PUSH SIDE WITH RESIDENTIAL UNIT CLOSER AND LATCH r----------- I � I I I I I 36"MIN I I z I I 32" MIN °O 12" MIN* I c - A I x� '— E-------- 36"MIN - CLEAR DIMENSIONS MEASURED AT TRIM OR _ _ (I-- OTHERITEMSTHAT 1"1::\.•f,.t"`r/!".1� RESTRICT CLEAINWCHf r O f t A I Q. A 07/02210IT CENTER _J RF-VIEVV,ED FOR CODE COMPLIANCE APPROVED NOV 2 5 2015 City of Tukwila BUILDING DIVISION V8EREGfISTERED RCHIT T DAVID W. KELLEY STATE OF WASHINGTON y ;w TM An ro o1 s n 6720 SW MACADAM AVENUE, SUITE 100 PORTLAND, OR 97219 T 503-245-7100 117 SOUTH MAIN STREET, SUITE 400 SEATTLE, WA 98104 T 206-576-1600 © ANKROM MOISAN ARCHITECTS, INC. I m x > (O O00 NVN ILL M LL O JV LU Ln W mo F— r- F— REVISION I DATE I REASON FOR ISSUE ELEVATIONS / ACCESSIBILITY REQUIREMENTS PERMIT/BID SE 8658 kREGISTERED -ii nu EXISTING LAVATORY COUNTERTOP PER SPEC 3/4" SUB TOP 4" BACK RAIL METAL STUD TABLE - MAX WALL HEIGHT U240 STUD SIZE GAGE STUD DESIGNATION SPACING MAX WALL HEIGHT COMPOSITE SECTION NON -COMPOSITE SECTION 2 1/2" 25 250 S 125-18 16" 11'-3" 9'-6" 24" 10'-7" 8'-4" 20 250 S 125-33 1611 12'-10" 11'-11" 24" 11'-7" 10'-5" 3 5/8" 25 362 S 125-18 16" 141-4" 12'-6" 24" 13'-5" 10'-10" 20 362 S 125-33 16" 16'-5" 15'-6" 24" 14'-9" 13'-6" 6" 25 60O S 125-18 16" 19'-9" - 24" 16'-9" - 20 600 S 125-33 16" 24'-6" 23'-11" 24" 21'-7" 20'-10" WRAP SUPPLY & DRAIN PIPES VALUES LISTED ARE BASED ON STEEL STUD MANUFACTURERS' ASSOCIATION (SSMA) W/ INSULATION TABLES FOR NON-STRUCTURAL COMPOSITE AND NON -COMPOSITE SECTION IN INTERIOR APPLICATIONS (5 PSF) WITH DEFLECTION LIMIT OF U240. P.LAM FRONT EDGE 1. VALUES FOR COMPOSITE SECTION REQUIRES MINIMUM 1/2 INCH THICK. GYPSUM BOARD ON BOTH SIDES W/#6 SCREWS AT 12 INCHES O.C. MAX. ALLOWABLE EQUIP. AREA 2. HEIGHT LIMITS ARE LESS WHERE GYPSUM BOARD IS ON ONE SIDE. PROVIDE BLOCKING OR STRAPPING ON OPPOSITE SIDE AND USE NON -COMPOSITE SECTION VALUES. FINISHED FLOOR AND BASE PER SPEC SECTION @ LAVATORY 1 1/2" = 1'-O" NO. 12 GAGE SUPPORT WIRE AT 450 EACH WAY, 0 vn M-LAV-P LAM }7s 0 COMPRESSION STRUT CROSS RUNNER, -� 2 MAIN RUNNER, Q MAXIMUM RECOMENDED LENGTHS FOR VERTICAL STRUTS EMT CONDUIT 1/2" EMT CONDUIT UP TO 5'-10" 3/4" EMT CONDUIT UP TO 7'-8" 1" EMT CONDUIT UP TO 9'-9" METAL STUD SINGLE 1 5/8" METAL STUD (20 GAUGE) UP TO 12' BACK TO BACK 1 5/8" METAL STUD (20 GAUGE) UP TO 15' SINGLE 2 1/2" METAL STUD (20 GAUGE) UP TO 13'-6" BACK TO BACK 2 1/2" METAL STUD (25 GAUGE) UP TO 15' GRID LATERAL FORCE BRACING 1 1/2" =1 '-O" TI_GRID LAT BRACING CEILING WIRE ATTACHEMENT CONSTRUCTION TYPE FASTENER WOOD 1/4"X 3" SCREW EYES STEEL DECK PRE -DROP WIRES, CMI DC1 OR DC 2 1/4" METAL DECK SCREW EYES. POST TENSION CONCRETE PRE -DROP WIRES, EMBEDS, 1/4"X 3/4" METAL HIT ANCHORS POURED IN PLACE CONCRETE PRE -DROP WIRES, EMBEDS, 1/4"X 3/4" METAL HIT ANCHORS I 4" TYP. DOOR OFFSET AT u 'I PERPENDICULAR WALL �0.1450 POWER ACTIVATED DRIVE PIN W/ 1 1/4 INCH EMBEDMENT AT 4 FEET O.C. MAX TO DECK \\ \\ UNDERSIDE OF STRUCTURE \ \ \\\ LATERAL WALL BRACING 4 FEET O.C., ALTERNATE DIRECTIONS TO STRUCTURE R�m WHEN REQ'D. (2) LAYERS OF 1 1/2" THERMAFIBER SOUND BLANKET TO 4 FEET OF PARTITION (CLOSED BATTS) 4 PARTITION ATTACHMENT CLIP CARD SUSPENDED ACOUSTICAL CEILING SYSTEM READER CONTUNUOUS 1/4"X 3/4" WIDE NEOPRENE 1 GASKET Q CASING BEAD 4 BUILDING STANDRD HEAD TRACK LL NOTE DO NOT SCREW GYP. BD. TO W RUNNER CHANNEL. REPAINT EXPOSED LU > LEGS. t-4 5/8" ACOUSTIC GYPSUM BOARD @ EA. SIDE. U N MINIMUM STC 52. ~ 3 1 1/2" THERMAFIBER SOUND BLANKET z0 STAPLED TO GYP. BD. Y = 2 1/2" 25 GA. METAL STUDS @ 24" O.C. O - 0.1450 POWER ACTIVATED DRIVE PIN W/ 1 o y 1/4 INCH EMBEDMENT AT 00 4 FEET O.C. MAX INTO DECK M y 3 3/4" ACOUSTIC SEALANT AT SLAB NOTE: THIS TABLE IS PROVIDED TO GIVE GUIDANCE FOR ALTERNATIVES; FOR OTHER UNDERCUT DOOR AS REQUIRED TO STATES VERIFY WITH AUTHORITY HAVING JURISDICTION.. CLEAR FLOOR FINISH 7 SCHEDULES STD. MO UTI N G H N.T.S. HANGER WIRE THREE (3) FULL TURNS WITHIN THREE (3) INCH MAXIMUM MAIN RUNNER FASCIA MOLDING OR SIMILAR, COLOR TO MATCH GRID TI_FRAMING SCHEDULE 3/4" =1'-0" POP RIVET TO GRID, 4 \---POP RIVET TO COLOR TO MATCH I GRID, COLOR TO MATCH ACOUSTICAL CEILING TILE NOTE: REQUIRED BETWEEN EACH 2,500 SF CEILING AREA OR PROVIDE WALL THROUGH CEILING GRID. IF A SEISMIC SEPARATION IS REQUIRED, AN APPROVED PROPRIETARY JOINT MAY BE USED, OR THE GENERIC JOINT DETAILED HERE. THE AMOUNT OF FREE MOVEMENT SHALL BE A MINIMUM OF 3/4 INCH. GRID SEISMIC JOINT 3" =1'-0" TI_CLG SEISMIC JOINT J �I FIN. FLOOR -OUTLETS EIGHT TI_STD MTG HEIGHT TWO FIXTURE HANGING WIRE AT OPPOSITE CORNERS SECURED TO TWO (2) MAIN STRUCTURE RUNNER LIGHT CLIPS AT CORNERSOPPOSITE \\ I / COMPRESSION POST AT 12 FEET O.C. EACH WAY. HANGER WIRE AT 450 FOUR WAYS SAFETY WIRE ATTACHED TO J/ MAIN RUNNER CEILING GRID FIXTURE HOUSING, WRAPPED AROUND FIXTURE HANGING WIRE MIN. FOUR TIMES. SECURE AT DIAGONAL CORNERS NOT CONTAINING CROSS RUNNER MAIN RUNNER LIGHT CLIPS. TYPICAL BRACING CONNECTION NOTE: REQUIREMENTS ARE FOR LIGHT FIXTURES WEIGHING 56LB OR LESS. LIGHT FIXTURES WEIGHING MORE THAN 56LB TO BE INDEPENDENTLY SUPPORTED FROM STRUCTURE. RECESS MOUNTED LIGHT FIXTURE SUPPORT N.T.S. TI_RECESS MOUNTED LT FIX SUPPORT LATERAL WALL BRACING: IN LIEU OF BRACING ABOVE CEILING PROVIDE ADJACENT WALL FRAMING FOR LATERAL SUPPORT OF WALL. WALL LATERAL BRACING N.T.S. TI_WALL LATERAL BRACING WALL TYPE A - INSULATED PARTITION WALL TO GRID 1 1 /2" = 1'-O" TI_WALL _TOP TRACK INSULATED C POWER DRIVEN FASTENER BRADY SYSTEMS "SLIPTRACK" TOP TRACK.- SECURE TO STRUCTURE. 1/2" ACOUSTIC SEALANT JOINT, TYPICAL AT EACH SIDE. CONTINUOUS METAL J-MOLD EDGE, TYPICAL AT EACH SIDE. SAFING INSULATION (V STOP STUDS (3/4") SHORT OF TRACK TO ALLOW FOR DEFLECTION SUSPENDED CEILING SYSTEM GYP. BD. CEILING SYSTEM SOUND BATT INSULATION (1) LAYER OF TYPE'X' GYPSUM BOARD w ON EACH SIDE OF STUD - METAL STUDS, SEE MTL. STUD > o SCHEDULE FOR GAGE, SPACING, AND �v HEIGHT 0,1450 POWER ACTIVATED DRIVE PIN W/1 1/4 INCH EMBEDMENT AT 4 FEET O/C MAX INTO DECK. \COUSTIC SEALANT WALL TYPE B - 1 HOUR WALL 1 1/2" = 1 '-O" TI_WALL TYP_i HR WALL SHEET VINYL OR DIRECT GLUE CARPET o �. ° p. ° d 94' v p °. •d e d G p Q SV / VCT TO CARPET 6" = 1'-0" 6-FLR-CPT-VCT FACE OF WALL (PROVIDE CONT BACKING TOP & BOTTOM) CABINET BODY - 3/4" W/ P-LAM @ FACE & EDGES MELAMINE @ ALL OTHER NONEXPOSED SURFACES CONT LEDGER ATTACHED TO FACE OF WALL DOORS - 3/4" MDF W/ P-LAM @ FACE, EDGES AND BACK 1/4" MELAMINE BACK ADJ SHELVES - 3/4" MDF W/ MELAMINE ALL SIDES PROVIDE 4 MTL SUPPORT CLIPS PER SHELF & MOUNTING HOLES @ 1" OC IN END PANELS 4" W RAIL @ TOP & BOTTOM OF CABINET MELAMINE BOTTOM SHELF HW-1 UPPER CABINET W/ DOO Lm 1 1 /2" = 1'-O" TI UPPER CABINET W DOORS 2'-0" 1 '-6" DRAWER SLIDES PER SPECS 0 0 0� d 0 1 1/2" W SUPPORTS RAILS ON 4 SIDES o O 0 0 1/4" MEL. BACK O 0 �, H W-1 0 O 0 0 0 O 0 0 0 0 0 0 0 0 BASE PER FIN SCHEDULECP J�MELAMINE BOTTOM SHELF FACE OF WALL (PROVIDE CONT BACKING TOP & BOTTOM) BACKSPLASH - 3/4" MDF W/ P-LAM @ FACE & ALL EXPOSED EDGES �t CABINET BODY- 3/4" MDF W/ P-LAM @ COUNTERTOP, END PANELS, FACE, EDGES MELAMINE @ ALL OTHER NON EXPOSED SURFACES 4" W RAIL @ TOP & BOTTOM OF CABINET DRAWER - 3/4" MDF FRONT, 1/2" SIDES & BACK, 1/4" BOTTOM W/ P-LAM @ FACE & EDGES, MELAMINE @ DRAWER INT DOORS - 3/4" MDF W/ P-LAM @ FACE, EDGES AND BACK ADJ SHELVES - 3/4" MDF W/ MELAMINE ALL SIDES PROVIDE 4 MTL SUPPORT CLIPS PER SHELF & MOUNTING HOLES @ 1" OC IN END PANELS (2) CONT 4"W BASE RAILS W/ `r STRETCHERS @ 24" OC 3}} FINISH FLOOR -SHIM CAB AS NECESSARY TO LEVEL LOWER CAB W/DOOR & DR. 1 1 /2" =1 '-0" TI_LOWER CAB W DOOR AND DR FACE OF WALL (PROVIDE CONT BACKING TOP & BOTTOM) 10" GROMMET CABINET BODY- 3/4" MDF W/ P-LAM @ COUNTERTOP, END PANELS, FACE, EDGES MELAMINE @ ALL OTHER NON EXPOSED SURFACES 4" W RAIL @ TOP & OT'Ii9YN DAVtD W. KELLEY STATE OF WgSHINGTON TM r Ankrom Moisan 6720 SW MACADAM AVENUE, SUITE 100 PORTLAND, OR 97219 T 503-245-7100 117 SOUTH MAIN STREET, SUITE 400 SEATTLE, WA 98104 T 206-576-1600 © ANKROM MOISAN ARCHITECTS, INC. O m X>00 00 L7 0 T LL 0W � gig LLJ Ln W Y m CABINET CODE COMNLI NUtZ - i APPROVE REVISI N DATE REASON FOR ISSUE I I�1/4" MEL. SIDE I NOV 2 5 201 I i I . I City of Tukwila I DOORS - 3/4" MDF WLp NG DIVI FACE, EDGES AND BACK . 1EDD ETAI LS I EXISTING TRASH RECEPTACLPrr T? OF T ,lpr 4'II_A II 1/4" MEL. BACK I OCT 0 1 2015 PERMIT 'N C I I (2) CONT 4"W BASE RAILS W/ I STRETCHERS @ 24" OC FINISH FLOOR -SHIM CAB AS PERMIT/BID SE NECESSARY TO LEVEL LOWER CAB W/ TRASH 1 1 /2" = 1 '-0" TI_LOWER CAB W DOOR AND DR DATE 09/28/15 PROJECT MANAGER RW/CS PROJECT NUMBER 'od09.11 LE SHEET NUMBER T-8 NOTED FINISH PLAN 1 /8"=V-0" ROOM FINISH SCHEDULE NO. NAME WALLS FLOOR BASE CLG MAT'L NOTES N S E W 1000 RECEPTION P-1 P-1 P-1 P-2 C-1 B-1 EXIST 1001 VOOM IRTUALTRAINING P-1 P-1 P-1 P-1 C-1 B-1 EXIST 1002 ECTURE ROOM P-1 P-1 P-1 P-2 C-1 B-1 EXIST 1003 SYSTEM STE TRAINING OM P-2 P-1 P-1 P-1 C-1 B-1 EXIST 1004 SOOM TRAINING P-2 P-1 P-1 P-1 C-1 B-1 EXIST 1006 HALLWAY P-1 P-1 P-1 P-1 EXIST/C-1 B-1 EXIST 1007 BREAKROOM P-1 P-1 P-1 P-1 EXIST B-1 EXIST 1008 UTILITY P-1 P-1 P-1 P-1 EXIST B-1 EXIST 1009 EN'S RESTROOM P-1 P-1 P-1 P-1 T-1 - EXIST/ACT-1 PAINT EX. GRID AND REPLACE CEILING TILES 1011 WOMENS' RESTROOM P-1 P-1 P-1 P-1 T-1 - EXIST/ACT-1 PAINT EX. GRID AND REPLACE CEILING TILES 1012 ALLWAY P-1 P-1 P-1 P-1 EXIST B-1 EXIST 1014 ALLWAY P-1 P-1 P-1 P-1 EXIST B-1 EXIST 1016 HALLWAY P-1 P-1 P-1 P-1 VCT-1 B-1 EXIST 1017 VIRTUAL DELIVERY ROOM P-1 P-1 P-1 P-1 C-1 B-1 EXIST PAINT EX. GRID AND REPLACE CEILING TILES 1018 CONFERENCE P-1 P-1 P-1 P-1 C-1 B-1 EXIST PAINT EX, GRID AND REPLACE CEILING TILES 1019 OFFICE P-1 P-2 P-I P-1 C-1 B-1 EXIST PAINT EX. GRID AND REPLACE CEILING TILES 1021 OFFICE P-1 P-2 P-1 P-1 C-1 B-1 EXIST PAINT EX. GRID AND REPLACE CEILING TILES 1022 OFFICE P-1 P-2 P-1 P-1 C-1 B-1 EXIST PAINT EX. GRID AND REPLACE CEILING TILES 1023 OFFICE P-1 P-2 P-1 P-1 C-1 B-1 EXIST PAINT EX. GRID AND REPLACE CEILING TILES 1024 OFFICE P-1 P-2 P-1 P-1 C-1 B-1 EXIST PAINT EX. GRID AND REPLACE CEILING TILES 1026 OFFICE P-2 P-1 P-1 P-1 C-1 B-1 EXIST PAINT EX. GRID AND REPLACE CEILING TILES 1027 OFFICE P-2 P-1 P-1 P-1 C-1 B-1 EXIST PAINT EX. GRID AND REPLACE CEILING TILES 1028 OFFICE P-2 P-1 P-1 P-1 C-1 B-1 EXIST PAINT EX. GRID AND REPLACE CEILING TILES 1029 OFFICE P-2 P-1 P-1 P-1 C-1 B-1 EXIST PAINT EX. GRID AND REPLACE CEILING TILES 1031 OFFICE P-2 P-1 P-1 P-1 C-1 B-1 EXIST PAINT EX. GRID AND REPLACE CEILING TILES 1032 OFFICE P-2 P-1 P-1 P-1 C-1 I B-1 I ACT-1 1033 COPY P-1 P-1 P-1 P-1 EXIST I B-1 I EXIST IPAINT EX. GRID AND REPLACE CEILING TILES FINISH PLAN NOTES 1. UTILIZE MASTER PAINTERS INSTITUTE (MPI) ARCHITECTURAL PAINTING SPECIFICATIONS. APPROVED MPI PRODUCTS TO BE UTILIZED OR PROVIDE SUBSTITUTION FOR APPROVAL TO ARCHITECT. 2. ALL PAINTED SURFACES TO BE MPI LEVEL 3- EGGSHELL FINISH. PREMIUM SYSTEM INSTALLATION UNLESS OTHER -WISE NOTED. 3. SUBMIT DRAW DOWN AND MPI TEST RESULTS TO ARCHITECT FOR APPROVAL IF APPLICABLE. FINISH PLAN SYMBOLS P1 XX-X -s�--XX-X SPECIAL WALL FINISH FINISH TRANSITION FINISH DIRECTION NOT IN CONTRACT FINISH SCHEDULE HARDWARE SCHEDULE 8658 V, REGISTERED ARCHIT5CT DAVID W. K STATE OF WA NGTON tk TM TAM Ankrom Mloisan 6720 SW MACADAM AVENUE, SUITE 100 PORTLAND, OR 97219 T 503-245-7100 117 SOUTH MAIN STREET, SUITE 400 SEATTLE, WA 98104 T 206-576-1600 © ANKROM MOISAN ARCHITECTS, INC. C-1 CARPET- MAIN HW-1 COPY ROOM WIRE PULL MFR: TANDUS CENTIVA MFR: MOCKET-4" WIRE PULL STYLE: CHANGE II / 03747 STYLE: DP57A COLOR: SILKSCREEN / 10806 COLOR: SATIN STAINLESS STEEL / SSS INSTALL METHOD: HORIZONTAL ASHLAR B-1 RUBBER BASE -4 1/2" COVE AT ALL HARD SURFACES HW-2 RESTROOM EDGE PULL z 4 1 /2" FLAT AT ALL CARPETED SURFACES MFR: MOCKET - 3" TAB PULL 0 MFR: ROPPE STYLE: DP3A J COLOR: 114 / LUNAR DUST COLOR: SATIN NICKEL / 17S D T-1 FLOOR TILE - RESTROOM O X > � MFR: STATEMENTS O STYLE: UPTOWN m 00 00 COLOR: SILVER NATURAL m SIZE: 11.75" X 23.75" FINISH PLAN KEYNOTES < o T-2 WALL TILE - RESTROOM '� W MFR: UNITED TILE O PAINT EXISTING ELECTRICAL PANEL TO MATCH ADJACENT WALL. J a- STYLE: BELLAVITA/METRO J —I _! J COLOR: BISCUIT MATTE 2O PAINT EXISTING CHAIR RAIL P-1, SEMI GLOSS. J U-1 > SIZE: 4" X 16" I.IJ I P-1 PAINT- MAIN F— F— MFR: SHERWIN WILLIAMS COLOR: SW6385 / DOVER WHITE SHEEN: EGGSHELL FINISH P-2 PAINT- MAIN REV'f WED FOR R ISION I DATE REASON FOR ISSUE MFR: TBD COLOR: TBD CODE COMPLIANCE SHEEN: EGGSHELL FINISH APPROVED PL-1 PLASTIC LAMINATE - CABINET FACE NOV 2 5 2015 MFR: NEVAMAR COLOR: BASIC / S2110T NOTES: TEXTURED City of Tukwila N PL-2 PLASTIC LAMINATE - COUNTERTOPBUILDING f�IVISI & BACKSPLASH FI N I S H PLAN MFR: NEVAMAR COLOR: CHARCOAL ESSENCE / ES6002T NOTES: TEXTURED CITY OF Tuf`-V iI_ PL-3 PLASTIC LAMINATE - COUNTERTOP MFR: NEVAMAR COLOR: WILDOATS MATRIX / MR7002T NOTES: TEXTURED PL-4 PLASTIC LAMINATE - COUNTERTOP MFR: WILSONART COLOR: BEIGEWOOD / 7850-60 NOTES: SEE ELEVATION FOR WOOD GRAIN DIRECTION ACT-1 MATCH EXISTING SUITE STANDARD OCT 01 2015 PERMIT CENTER PERMIT/BID SE DATE PROJECT MANAGER 09/28/15 1 RW/CS ��MS plhsTtG I.kMINA'C�-1'�STRooN( PP�R-`nTtbNS I`�'P12- ' �U[LMlror r-0 ►-OiZ � CtY�b�..t� ilo��- -NlL ROJECTAOMBER I SHEET NUMBER