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Permit D17-0041 - SOUND MENTAL HEALTH - 1ST FLOOR REMODEL
SOUND MENTAL HEALTH 6400 SOUTHCENTER BLVD D17-0041 Parcel No: Address: 0 City of Tukwila 0 Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 0003200003 Permit Number: 6400 SOUTHCENTER BLVD Project Name: SOUND MENTAL HEALTH Issue Date: Permit Expires On: D17-0041 3/17/2017 9/13/2017 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: SOUND MENTAL HEALTH 1600 E OLIVE ST, SEATTLE, WA, 98122 TRICIA TULLY Phone: (206) 682-0954 811 FIRST AVE - SUITE 404 , SEATTLE, WA, 98104 UNIMARK CONSTRUCTION GROUP Phone: (206) 628-5110 1221 FOURTH AVE , SEATTLE, WA, 98101-3005 UNIMACG984CA Expiration Date: SOUND MENTAL HEALTH 1600 E OLIVE ST, SEATTLE, WA, 98122 DESCRIPTION OF WORK: FIRST FLOOR TENANT IMPROVEMENT REMODEL. WORK TO INCLUDE DEMOLITION AND ADDITION OF NON- STRUCTURAL PARTITIONS (FOR OFFICES, CONFERENCE ROOMS & RESTROOMS). A NEW STAIR TO SECOND FLOOR AND NEW LIGHTING AND FINISHES THROUGHOUT Project Valuation: $705,000.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: VB Electrical Service Provided by: TUKWILA Fees Collected: $11,126.45 Occupancy per IBC: B Water District: TUKWILA Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 Permit Center Authorized Signature: 41, <1'60 - Date: I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Print Name: l �-f C-ol it . 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: 3: 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) 4: Maintain fire extinguisher coverage throughout. 5: 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) 6: 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) 7: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 8: 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) 9: 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) 10: 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) 11: 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) 12: Each door in a means of egress from an occupancy of Group A or E having an occupant load of 50 or more and any Group H occupancy shall not be provided with latch or lock unless it is panic hardware or fire exit hardware. (IFC 1008.1.10) 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: Every room or space that is an assembly occupancy shall have the occupancy load of the room or space posted in a conspicuous place, near the main exit or exit access doorway from the room or space. Posted signs shall be of an approved legible permanent design and shall be maintained by the owner or authorized agent. (IFC 1004.3) 15: 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) 19: 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) 17: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 16: 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). 20: 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. 22: 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) 21: 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) O 0 23: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 24: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 25: 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. 18: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 26: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 27: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 28: ***BUILDING PERMIT CONDITIONS*** 29: 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. 30: 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. 31: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. ASCE 7, Chapter 13. 32: 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. 33: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 34: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 35: 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. 36: 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. 37: 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). 38: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 39: 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. 40: 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 LATH & GYPSUM 0406 SUSPENDED CEILING 0 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. Project No. Date Application Accepted: 3_a—( 7 Date Application Expires: (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: King Co Assessor's Tax No.: 000320-0003 6400 Southcenter Blvd. Tukwila, WA 98188 Suite Number: Tenant Name: Sound Mental Health New Tenant: PROPERTY OWNER Name: Tricia Tully Name: Sound Mental Health City: Seattle State: WA Zip: 98104 Address: 6400 Southcenter Blvd. Email: tricia@tullya.com City: Tukwila State: WA Zip: 98188 CONTACT PERSON — person receiving all project communication Name: Tricia Tully Address: 811 1st. Ave., Ste. 404 City: Seattle State: WA Zip: 98104 Phone: (206) 682-0954 Fax: Email: tricia@tullya.com GENERAL CONTRACTOR INFORMATION Company Name: Unimark - Dave Gover Address: 1221 4th Ave. City: Seattle State: WA Zip: 98101 Phone: (206) 793-9752 Fax: Contr Reg No.: UNIMACG984CA Exp Date: 01/31/2018 Tukwila Business License No.: 0994384 H:\Applications\Fomes-Applications On Line \2011 Applications\Pe mit Application Revised - 8.9-11.docx Revised: August 201 1 nn Floor: 1 0 Yes ..No ARCHITECT OF RECORD Company Name: P2 Design Group Company Name: Architect Name: Samuel Y. Park Address: P.O. Box 3436 City: Kirkland State: WA Zip: 98083. Phone: (206) 890-2299 Fax: Email: spark@p2designgroup.com State: ENGINEER OF RECORD Company Name: 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: / Ta\ Address: teaiJV i vt„w. /,__ i4— CityS tf, t Statvp ZZiipi10,141, Page 1 of 4 BUILDING PERMIT INFORMATIO 206-431-3670 Valuation of Project (contractor's bid price): $ 705,000 Existing Building Valuation: $ Describe the scope of work (please provide detailed information): First floor tenant improvement remodel. Work to include demolition and addition of non-structural partitions (for offices, conference rooms & restrooms), a new stair to second floor and new lighting and finishes throughout. Will there be new rack storage? ❑ Yes 0.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 Yes Q No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ® Sprinklers Ni Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes . l No If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H: Wpplications\Fonns-Applications On Line\2011 ApplicationsV'ermit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC is Floor 16,888 16,888 V -B B 2nd 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) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 Yes Q No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ® Sprinklers Ni Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes . l No If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H: Wpplications\Fonns-Applications On Line\2011 ApplicationsV'ermit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 r PERMIT APPLICATION NOTES — n 0 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 0 Signature: Print Name: Tricia Tull Mailing Address: 811 1st Ave Suite 404 Seattle, WA 9810 H: Applications'Forn s -Applications On Line\2011 Applications\permit Application Revised - 8-9-11.docx Revised: August 2011 bh Date: 03/02/2017 Day Telephone: (206) 682-0954 Seattle WA 98104 City State . Zip Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS I ACCOUNT QUANTITY PermitTRAK PAID $6,796.04 D17-0041 Address: 6400 SOUTHCENTER BLVD Apn: 0003200003 $6,796.04 DEVELOPMENT $6,472.63 PERMIT FEE R000.322.100.00.00 0.00 $6,468.13 WASHINGTON STATE SURCHARGE 8640.237.114 0.00 $4.50 TECHNOLOGY FEE $323.41 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R11102 R000.322.900.04.00 0.00 $323.41 $6,796.04 Date Paid: Friday, March 17, 2017 Paid By: SOUND MENTAL HEALTH Pay Method: CHECK 502255 Printed: Friday, March 17, 2017 10:12 AM 1 of 1 CSYSTEMS " DESCRIPTIONS , ACCOUNT QUANTITY PAID $4,330.41 PermitTRAK i-!' r'~� .�. � ' ' D17-0041 ;'Address: 6400 SOUTHCENTER BLVD , • Apn: 0003200003 _ $4,330.41 Credit Card Fee . ,. z, $126.13 Credit Card Fee R000.369.908.00.00 I 0.00 $126.13 ' DEVELOPMENT w , $4,204.28 PLAN CHECK FEE R000.345.830.00.00 TOTAL FEES PAID BY RECEIPT: R10978.$4,330.41 0.00 $4,204.28 Date Paid: Thursday, March 02, 2017 Paid By: ROBERT HOLM Pay Method: CREDIT CARD 096809 Printed: Thursday, March 02, 2017 3:57 PM 1 of 1 CR SYSTEMS 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 D17- oV/ Project: SIVAJO mg'p t)it t-77-1 Type of Inspection: 11l%iL Dible' f)T114-L- Address: Date Called: Special Instructions: Date Wanted: 7-13 7_/3J7 a.m. p.m. Requester: -7- Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 1/1/A/Gs--- �,k.��� 6/6;/y6. Inspector: S Date: 7--/37/7 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must ibe 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 coci Project: T e of Inspection: `� t A�.b, 4- - ,�A1.. ) b MCAD . i Address: • 4.11lo 50{4740c;i;W &v.6 Date Called: Special Instructions: • Date Wanted: 7 i3) 7 7 13)7 p.m. p.in• Requester: bAlliC Phone No: 2t 1.11/6 r Approved per applicable codes. 1] Corrections required prior to approval. COMMENTS: Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO.I CITY OF TUKWILA BUILDING DIVISION b7eoe�1aI 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Pr ect: inritiPtl, &4117.] Type of Inspection: /Y/tWb x1a l �-Anti Gi4/i rriki ' Ad ,dress: 1/00 cuigegvrere gtvb Date Called: slue' r Special Instructions: Date Wante 7 / z /7 ! m. Requeste . 2Lg Phone No: la , . e I r $7C�V,S nApproved per applicable codes. ECorrections required prior to approval. COMMENTS: slue' r 6 4Ve f Az6/ 77/Y6--.'1 i�'�, 2Lg / 2"Pli la , . e I r $7C�V,S inspector: 1ff Date:7 12 -l/ i REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 62 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 bI7- do' -'1 Project: A)116 P k/a ll -A 4CALT7J Type of Inspection: 644Z/Af6- Address: 64/eo +c, iP.,,,w r i e : Date Called: Special Instructions: Date Wante : ' Requester : IJi --t/ti✓ Phone No: 7&(i //6 gf nApproved per applicable codes. ElCorrections required prior to approval. COMMENTS: e>K Inspector: Date: • 7 -ice /7 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit 1)11-0oI 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: jA16 j4' iL hen; Tye of Inspection: 60.OA& Address: oi/Gt3 3?4CG ? E�', th Date Called: Special Instructions: Date Want d: 7/U E? am. Request r: DAV' Phone No: c� (� -gLct- er�7 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 2c3*s 'Q07- 44 eT Aau)v'n1W M Ar/C--/-7171Y/ / Inspector:" Date: 7—/e) —(7 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must .be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 b7-00111 Project: Me- . Type �of Inspection: Address:Date 98V S7:ftfeeAfiz a Called: Special Instructions: Date Wanted: %/1 7 p.m. Requester: Phone No: Approved per applicable codes. E Corrections required prior to approval. COMMENTS: k — 7:11'op �/L /N6. -- Inspector: Date: —lam—i7 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit 117-00y/ CITY OF TUKWILA BUILDING D 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 PERMIT NO 'VISION (206) 431-3670 Project:�,/ 0/4 d'/� M7z7 Type of Inspection: (i C2- Address: Date Called: Spec' ial Instructions: Date Wanted: 5-3i--! 7 a.m. p.m. Requester: Phone No: E] Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: PA/ oa — 5-1 5 //Q /5-P Cz8 ,Ctk1 /'/ Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must Ibe paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspectlion. INSPECTION NO. INSPECTION RECORD Retain a copy with permit _7- 40'!/ 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: . I c 1116,1174 z. ,)�ir �! Type nspection: bay' Address: 1V 5(4,174e ji -- f t;f3i Date Called: Special Instructions: Date Wanted: Zop 7 Requester: bAIJ Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 6k—`04174 ..511P/POR7— 44001770A/4 -Z Inspector: Date: 5-2 1 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 b 7..O '1 Pro ect:I) Type nspection: % -84"7/4 4,44-4-5-. (A dress: ��ss -- left 1'1!) Date Called: 4-� "' Special Instructions: - igr �Os� Date Wanted: S-17 a.m. )7 Requester: Phone No: A� U / _ Zc6 L es;- Cid ElApproved per applicable codes. LJ Corrections required prior to approval. COMMENTS: "Viirrgicilf % -84"7/4 4,44-4-5-. ► e P7— 1 /2.0.7-ebearPS' 7a'/1Ssz5" Riiil 9/i? 4-� "' f Dv .Bia/ 7,.,.4' 4+o d7 j , ' /AS MRO Lbw rwaiy✓7 z,,,f''.N /4-t..�.e.0-%7?,e fl --C_... 402c li —/lV Inspector: Date: 5Y77/7 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. Ci0 INSPECTION RECORD Retfirn a copy with permit �� ?- Dai INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: Set.)/0-6 inerA-i— Type of Inspection: 50K Af:b6)0 CEMA/6- itir"a74 Address: 400 .infra &A Date Called: Special Instructions: Date Wanted: 74/ /7 Requester. Phone No: /Lj'/ Approved per applicable codes. Corrections required prior to approval. COMMENTS: Svs-P D46) ''L/K6-I4r��db1 s- cs� Inspector: Date: ,.-- 5=-/? REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit bt7 •001.11 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: um fi%AITAL % t, 4 Type spection: eo/. /4/6 61-X Address:i�, J �/ 1ON Date Called: Special Instructions: Date Wanted S--" 3) 1. p.m. Requester: pivio Phone No: 41/6 mss` Approved per applicable codes. Corrections required prior to approval. COMMENTS: C4/ L -/NG-, rn-77f,»NG Inspector: Date: - -3 -i -ry REINSPECTION FEE REQUIRED. Prior to next inspection. fee must'be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit \i -r —G�4 �-� - PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:` IL jt4 t4Q44 Type of Inspection: ii Address: Suite #: (in you - V c Contact Person: Special Instructions: Occupancy Type: Phone No.: Approved per applicable codes. i _Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: - (---)N, (---;.„,4- t„,)\- -'i ,i(-- "'"' ,C C is ,ea - 4{11 A ,/,&i a,46n !w O c2 114 a - vA r il..(7 ak A./Li l:JI,.R.,17 ,a �"� ( 't j 1( ;An ""'4sz- 1 4-,:-, -',4-i/ ) j' & - 6 6 2 ( 7.47-/ i // /A -r / Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector:, 3 Date: 7/,, /l -) Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City:. State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 - nY_ ,_�_:'R'• :+_ s y�x a %•G7. L:. :u_ . _ .. �: = ^:"]r.:.S:t� S. ;iT,Sx�:+e "S�:c.•� e.,.'.' INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit F— Ogi CTU»t PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: 3 t� h t 1J if / Utn_ o vl Type of Inspection: ,- t Address: Y Suite #: (,2Lfjy ct, ` 1- ' h Ud ' Contact Person: Special Instructions:- Phone No.: Approved per applicable codes. ACorrections required prior to approval. l COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: PA --/ I /1 rte- .. / (,i( AP- f A,39,e 04 (") (. oto 2 ' 'Sri V -4--s. Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: 1 Inspector: `-e 5-3 Date: 7/j// 7 Hrs.: / . v / r $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Calf to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit /i/7- -- tc�4-i PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Mei/4v/ #v(1it. Type of Inspection: CO-" ' `` SPisz) ,' ll &�-F7-,.-nrc _fin Address: M �Contact #: � _c,- gitin Person:Suite Special Instructions: Occupancy Type: r "r Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Needs Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: -- s ' ltl:- - 110 ► pic)-3 Occupancy Type: r S Co r2/ --e' ?`i $_/ � f3,-/-ve,v,, O ,,A.-•( &-yL �..� rt/I_ i1 --O t ,', iw c g n � k4411--Or— Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: f---)14 --- Date: &a ;dip__ Hrs.: % $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD `'Retain a copy with permit 6041 / 9 - ©---? PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project; ,?,,df� f �� � Kor2 r7 Type of Inspection:. 5 P Z-/pv �C -- 6dVe Address: . Suite #: fr(} 5C 05 ' Contact Person: mtit-L-/s✓ Special Instructions: - cYe-- 740 CAY�� ----tert Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: - cYe-- 740 CAY�� ----tert D t2 /9-1.4 , met/G7 o 1 i a rvGYt_� ' ` AK --)9-o ✓?-o Pi P E---- 1 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: /55 Date: 6,X-/ 1 Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finan4 Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit bn - 1 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: OtAAJ r (e-,4' Type of Inspection: F14 Address: Suite #: /0 / cG 0 vd . Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: - Monitor: Pre -Fire: C1�'YZ-- 4zefff in,r�e 6n4 .r er,/. 44iO.- r U ,A--if-i---e_._ , 44(4/c — l / t'S Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: - Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: %�--_Frii6-3 Date:-, -7/i q/,' Hrs.: 4< U $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 z INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit /7-5-0/9 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: ,.. . r.4/ /q1�i �/CiA Type of Inspection: (294v"r — /� Address:��� Suite #: & 00 w,�� 61 Contact Person: Special Instructions: Pre -Fire: Phone No.: Approved per applicable codes. 11 Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: rc o6/2 ,7,7 L'04r..c_ vein ,e_ 4-, m Z. 0 2Z'tf - /4,ev G ><s-'-�s /747— A' /3 f01/J1_ -//w i/4. i*V4=E. a- frel de ,d ,',- -c / /4-1- 7, ---/mss . G / /4d' -o Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector. ._4 Date: ;6// 1/ 7. Hrs.: /, 0 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a°copy with permit 1)17- - ea 4i --s -°q7 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: 36 P In L= fl Type of Inspection: q, it £ V -- Address: ..2--- f Z VJ Contact Person: , i -L ! /J Suite #: Special Instructions: a'k- IA Phone No.: ,13Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: a'k- IA (Ve--12 /9 1 r Y) apJ 1- fri a - -- fl'' f /1 //+/ 1-t --140 PLS r- ADO AYE (if -f-` - a' ,V 73 E—` Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: Fiyi 5Z-- Date: W/ //7 Hrs.: t $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 MqYES TESTING ENGINEERS= INC. wood, WA 98036 Road, Suite Fax 425.745.17 37 cedar Valley 110 Ph 425.742.9360 2tG ,'gym 29 g Tach 253.584.3720oma Way. Suite E-2 Fax 253.584.3707 a WA 98499 Ph b03.281.7515 3m Drive, Suite 190 Fax 503.281.7579 97211 Hours: Inspector: Time: _ --- Inspector: Time: _--- Inspector: _ Time: SUMMARY: Field Co 1 Sub'ectto Kevru. 3 Date: Project No.: Project: Permit No.: Project Address: Weather: to Hours: to Hours: to Owner: Engineer: Architect: bLr Contractor: OA I Type of Inspection: Samples. To the best of o - - _ conformance with approved plans and specification owledge, all items inspected today are in Preliminary Inspection Yes NONCONFORMING CONDITIONS/CORRECTIVE pDtT1ONSlCORRECTIVE ACTIONS TAKEN: No MTE 1000-3C Interior Lighting - Space -By -Space Method 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 LTG -INT -SPACE Revised August 2016 Project Title: Sound Mental Health -1st Floor Calculation Area NOTE 9 0 O Addition - stand alone O Spaces where < 50% of O Spaces where z 50% of luminaires are replaced luminaires are replaced O Addition + existing 0 LPA Calculation Type Standard O Additional Efficiency Package Option C406.3 Reduced Interior Lighting Power To comply with C406.3, the Proposed LPD shall be 25% lower than the Target LPA. Refer to C406.3 for additional requirements. 0 Maximum Allowed Lighting Wattage NOTE 1 Location (plan #, room #) Space Type Ceiling Height NOTE 2 Gross Interior Area in ft2 Allowed Watts per ft2 Watts Allowed (watts/ft2 x area) Office: Open plan 16888 0.780 13173 Lobby Art/Exhibit Display Proposed Lighting Wattage ""'t' Total Area 16888 Retail Display Allowance from LTG -INT -DISPLAY Allowed Watts 13173 Location (plan #, room #) Fixture Description NOTE 4, s, s CODE COMPLIANCE RECEIVI=D OF TUKWILA MAR 02 2011!7 ?ERMIT CENTER' APPROVED Throughout MAR 14 2017 132 • 8448 Hallway 122, 129, 141,168 Cj y ofL kwila 43UILDING DIVISION Gross Interior Area in ft2 Allowed Watts per ft2 Watts Allowed (watts/ft2 x area) Office: Open plan 16888 0.780 13173 Lobby Art/Exhibit Display Proposed Lighting Wattage ""'t' Total Area 16888 Retail Display Allowance from LTG -INT -DISPLAY Allowed Watts 13173 Location (plan #, room #) Fixture Description NOTE 4, s, s Number of Fixtures Watts/ Fixture NOTE 7 RECEIVI=D OF TUKWILA MAR 02 2011!7 ?ERMIT CENTER' Watts Proposed Throughout 2x4 fluorescent 132 64 8448 Hallway 122, 129, 141,168 2x2 fluorescent 32 48 1536 Hallway 111 & 140 F1 fluorescent wall sconce - 3'-0" 5 42 210 Hallway 111 & 140 F1 fluorescent wall sconce - 4'-0" 1 42 42 Hallway 111 & 140 F1 fluorescent wall sconce - 8'-0" 5 63 315 Reception 101, Hallway 111, Restrooms throughout, Stair& Break Rm. F2 recessed LED downlight 51 CITY 23 1173 149 Conf. Rm. 148 & F3 recessed LED wall wash 12 23 Break Rm. F4 decorative LED pendant light 1 90 90 Restroom 138, 139, F5 wall sconce 4 32 128 Reception 101 F6 LED tape light 5 23 104 Reception 101 F7 led tape light 53 4 212 Restroom 127 & 128 F8 wall sconce 2 2 6 52 Break Rm. 123 F9 LED pendant light 7 30 210 Break Rm. 123 F10 LED undercabinet lighting 2 2 4 Existing surface mount 5 24 120 Proposed Retail Display Lighting from LTG -INT -DISPLAY Total Proposed Watts may not exceed Total Allowed Watts for Interior Lighting Total Proposed Watts 12920 Interior Lighting Power Allowance COMPLIES Note 1 - List all unique space types per Table C405.4.2(2) that occur in the project scop Note 2 - Indicate ceiling height for atriums and spaces utilizing the ceiling height adjus Note 3 - List all proposed lighting fixtures including exempt lighting equipment and existi Note 4 - For proposed Fixture Description, indicate fixture type, lamp type (e.g. T-8), nu mps 1h th frank liahtino. list the /enath of the track lin feet) in addition to the fixture. lamn. and hallasf information. lect spa er Ta tegory per f .4.2(2), Fo fixture, and CI EC Gtr1EERS E Seattle 8 Portland g Spokane ° San Diego c Austin Irvine San Francisco Anchorage 5 Los Angeles FUL Structural Calculations Tukwila SMH Stair 6400 Southcenter Blvd, Tukwila, WA DCI Job Number 1 701 1-0069 February 28, 2017 Prepared for: Tully & Associates 811 First Ave; Suite 404 Seattle, WA 98104 1 REVIEWED FOR CODE COMPLIANCE APPROVED MAR 14 2017 City of Tukwila ,UILDING DIVISION RECEIVED CITY OF TUKWILA MAR 02 2017 PERMIT CENTER 00L11 818 Stewart Street, Suite 1000 Seattle, VVashington, 98101 Phone (206) 332-1900 ICES One Service Innovation Value c 2 V 0 z 0) 0 1— Z < -z< o u}Z 0 w2 Q LL CC LLW CO I MEM 61111111 Ginn if 111111151MI III J 2 `'o 1 T -T L Noumea @NENE, CORRIDOR ® ®I d. r)-,9 ..),.„_„,y,,,,ft 0 Do po Oz 0 o 00 W tx 2 1— O� LO N- '13) COPY/PRINT N 2 _DCI enGinEERs 3 Project No. tiott - oo Sheet No. Project Smt-k• Date Subject C,4 By ric 0 _ ak. ikAr, csf. 64;, Lpla 17/(4 1ke, v,ARA ,c‘ pa, 2,tol- ck O4lLA__ L.- ILICF 444, i W-1 mom mum ®DCI EflGI nseRS 4 Project No. Sheet No. Project Date Subject By NC�US c,25'f �'(� •'4`-' � ��G�� 'C`"ru: vim` '44 x 1-4 67 LAA (490 . E Z F J 2 to- Z�.toz • 2 24110 ��✓'� � muse_DCI Ems. minne enGineeRs 5 Project No. Sheet No. Project Date Subject By _ 36s_ + 0.tDqi 6,(...„e • co, L4A-Is-- •tok_ - tr,00 it e,4- 5-35- cea.„,-:' (---, -- i * 1)---- -7--c-r( i ‘-) 1 ........---.................. 0+ t, 1 'Tc7k---e-1 LI= — _ • _ _ _ _ _ „ 0, 4 11,0"Yll Cc lkoZs-L, es MIME _DCI E n G I n E e R s Project No. 6 Sheet No. Project Date Subject By 2�=.`a FkyCfi0.25) l 0°6s O. ‘/H, Z � ' k0 . 1 ) © _J UV`s LI LL 74'7.k • Z . �+i�ALVI✓✓."i�Y � r —(X) n,,Vfoc 1- 0 ..' • 31 j .• rix 1 �" t, c. ,et 1F ®R T E a, MEMBER REPORT Level2, Jost 7 PASSED u 1 piece(s) 11 7/8" TSI® 210 @ 24" OC 0 Overall Length: 12' 10" Q All locations are measured from the outside face of left support (or left cantilever end).AII dimensions are horizontal. II 0 ;DesignFResuitia M Mgfulire:04a, 'i.W. -►i nes>w7 !Cason ,- -, :; _ lirioiaii Cpmliin 0.6./T(Ptiteern) ,:%, „b Member Reaction (ibs) 1164 @ 3 1/2" 1164 (2.37') Passed (100%) 1.00 1.0 D + 1.0 L (AII Spans) Shear (lbs 1164 @ 3 1/2" 1655 Passed (70%) 1.00 1.0 D + 1.0 1 (All Spans) Moment (Ft -lbs) 3564 @ 6' 5" 3795 Passed (94%) 1.00 1.0 D + 1.0 L (All Spans) Uve Load Defl. (in) 0.253 @ 6' 5" 0.306 Passed (1/582) -- 1.0 D + 1.0 L (MI Spans) Total Load Defl. (in) 0.300 @ 6' 5" 0.613 Passed (L/490) -- 1.0 D + 1.0 1 (All Spans) T3-Pro'M Rating 46 40 Passed •- -- • Deflection criteria: U. (L/480) and T1.01240). • Bracing (Lu): All compression edges (top and bottom) must be braced at 3' 4 1/2" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to a hleve member stability. • A structural analysis of the deck has not been performed. • Deflection analysis Is based on Composite action with a single layer of 23/32" Weyerhaeuser Edge" Panel (24" Span Rating) that is glued and nailed down. • Additional considerations for the 11 -Pro" Rating Indude: None f : J�f Bea51 4gLehqti`�ar� s�: ,' i_,v.7a>..aa. g-'k1:o x.•.•S'r-�Piy..Js.t-$-y: ,Supports .Yk'i rt>. �r%;(�'" , ^``- SUPPS , .3.Nre.-S ��: s•-f..ir �`J:. sem: Face'Pla'ils,v�;;ra ra-Vrf� .,..r S.Fo`E ,..o - -. -q- nvzor<[�?r# ,-_rte_ eTota� „Avila;Ry eri-ed ,.r�.,.T=.4, MIU2.1/11 -tvem011 m•fr.1lXW 3,-.. � ,_,,? �:..,� 1- Hanger on 11 7/8' GLB beam 3.50" Hanger• 2.37' / - 2 193 1027 1220 See note r 2 - Hanger on 11 7/8" DF beam 3.50" Hanger* 2.37" / - 2 193 1027 1220 See note r • At hanger supports, the Total Bearing dimension s equal to the width of the material that Is supporting the hanger • • See Connector grid below for additional information and/or requirements. • 2 Required Bearing Length / Required Beartng Length with Web Stiffeners System : Floor Member Type : Joist Bufding Use : Residential Building Code : IBC 2015 Design Methodology : ASO .•wlra+'v/L."'•N."/�+:!1... >r+Y.�a,a-ys' � -�rlac(:r.::...Yr� .Connector•.:Sim n.SMon ' Y'�`• '.GIM+F+F/' ♦�2 y� _ �.' ���s C�r��/'n�, y.. Y Y :/.i�'L�rsi?T?'Y<v _-:�-;f.";1?1=$•-Y ^'•.�K �,f.+..'.Ki'%`ri"rl�.'A`:G{-�1 . ��3 "'."f'.':. `!�- V`. ` :74r' s'�jS/ ..�.-tw- %fit `/')i:="4.%: �.J.'.wJ2G_l ^-.�.�U:-�i.vcv"l,M.� �i/-a`>:"'%%GT":�i�:�+'a��`5�._- f�:.';F 4"„"• ...;'.."..< '.r -Tie.Connectotaix _.a,�„N„�,. f.�. ,� �"' ���y ,�„ t� ,p r. *.: . vPf���z"".a,✓._r�;a ,�z+;..s..,a,ctt isup S.'s' 'Mk ft`'. Y.. 1M .'<j/�S ria - ,Y::C...t.,.YT i;:;�p%.: a.;v'.*'�.>�r..fOE1:.a��,.f.`..ei','r a.aA.iS ;s. .s.,o, rg rtyth , :Sett L! 1 ,-✓f-�yj - lc .�.Z^' d..�T .NOiIBT ;e. �:. op' %r<;� ��: s•-f..ir �`J:. sem: Face'Pla'ils,v�;;ra ,,'j' .... i �-.. IF;_iii g MceiberNaiis 1� s'Aaeeti:¢oilea' .,,,,.,, . . r .,"'';� 1- Face Mount Hanger MIU2.1/11 2.50" N/A 20-10d x 1-1/2 2-10d x 1-1/2 2 - Face Mount Hanger MIU2.1/11 2,50" N/A 20-10d x 1-1/2 2-l0d x 1-1/2 • f'n YQeldBj rm Y yoCefSat,(?idd » - S•dngm ,K ,, .': ix090) L -ex,,,,. a iTe—- oFiciori voV= ;„0)". Pw' .,''vti^- "frt.- '' `-Afr. tis'' -'44' ,s.,ce�,�s 1 - Uniform (PS9 0 to 12' 10" 24" 15.0 80.0 Office We rhaeuser.Notes r. -v. . ._ re..µ - �_.>;b* ..o`'•+Y `'t.'�f'`1. =? ~ cc`;.'t:Yvi" r'`.�,'rc:Si�'xc:v;'ti' ... v_.a�.•s:.Frt+-"-FiF ..�»-. ....:n;ft= �:.`,✓f.?m�.u�.'� ir'�....=i?�?�rinfF.v'r<.�..arK��:'.��=.,.r.».-.�-..G.�YY', Weyerhaeuser wan -ants that the sizing of its products will be In accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current Weyerhaeuser Ilterahae for installation details. (www.woodbywy.com) Accessories (Rim Board, Bioddng Panels and Squash Blocks) are not designed by this software. Use of this software Is not intended to drcumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer Is responsible to assure that this calculation is compatible with the overall project Products manufactured at Weyerhaeuser fadlitles are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC E5 under tedmlcal reports ESR -1153 and ESR -1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_CodeReports.aspx. The product application, Input design loads, dimensions and support Information have been provided by Forte Software Operator Forte Software Operator Job Notes Patrick Lindblom DCi Engineers (208) 787-8961 plindbiom @dci-engineers.com SUSTAINABLE FORESTRY INITIATIVE 2/20/2017 3:01:18 PM Forte v5.1, Design Engine: V6.5.1.1 Page 1 of 1 1 F O R T E 0 MEMBER REPORT Leve12, Beam 1 piece(s) 5 1/4" x 117/8" 2.0E Parallam® PSL Overall Length: 10' 1" a All locations are measured from the outside Pace of left support (or left cantilever end).All dimensions are horizontal. 0 0 °Desi n?Results•-� " 9 ,;„,�.,��-,�, .���. ...,�it.oeatloa:v,^,,,,, : tia.,Altovi!e. �-- � Reu!_;�;,,-, __. �igFz oadq;ComtiinaUon'(Pat�%+)�•�4 � fi Member Reaction (lbs) 6817 @ 3 1/2” 6817 (2.08") Passed (100%) -- 1.0 D + 1.0 L (All Spans) Shear (lbs) 5397 @ 1' 3 3/8" 12053 Passed (45%) 1.00 1.0 D + 1.0 L (AO Spans) Moment (Ft -lbs) 16190 @ 5' 1/2" 29854 Passed (54%) 1.00 1.0 D + 1.0 1 (All Spans) Live Load Defl. (In) 0.177 @ 5' 1/2" 0.237 Passed (1/643) - 1.0 D + 1.01.(All Spans) Total Load Defl. (In) 0.209 @ 5' 1/2" 0.475 Passed (L/544) -- 1.0 D + 1.01_ (All Spans) • Defection aiterla: U. (1/480) and TL (L/240). • Bracing (Lu): All compression edges (top and bottom) must be braced at 9' 6" o/c unless detailed otherwise. Proper attachment and positioning of faterai bracing Is required to achieve member stability. iga -w.^ 13-1,- :i".ry-L•.r.n�:..,c:.�F..` � 5.`' .t.e V y'F ,may. O 1�• .k.•kr" . - , suric r6' S;' .�.�C2�y r �d< a .`r":� ?Beall tfl�s�:,�'� '�'. ..,,, • t,:iii ! •_ . �i%`�. ,.,rismT.✓..'g''`. .... If iR-,,.....((.:.a..�i- �'�.-.�; : ,-.42 adf lQ'$YP .� cf�`�,.1j.Yawr.. i.:1a2%s-Ste` -/.. . [b8 >Ii?Y%.y, ( f: .A�.:i :v' ..id:�...::'.::'^: .fi:..-.:^ t -('''•''"-..- :'1G.t'�^a�i a,�.nXi...{.. fl 1. 'n.'r� ",4' x `... . ` ` f,; . ✓ �.;..FiiJe. � r�: <.p�'lx Acs r%yl See note r p•4":Jv:-..§: u'. .�cX•C�, `Tofa1 a'01'111111W%,...:Requiredx, 'p�G-'�.(y'nA.:he Hanger' ::U ��l'i"... ...�._ i 2.08" :7.' au. ��' g. Dead 1104 (:w Rpm;^ , 6126 ?b;. o r, `L' Tatafi ,. 7230 1- Hanger on 117/8" PSL beam 3.50° 2 - Hanger on 11 7/8" PSL beam 3.50" Hanger" 2.08" 1104 6126 7230 See note 1 • At hanger supports, the Total Bearing dimension s equal to the width of the material that is supporting the hanger • I See Connector grid below for additional information and/or requirements. 8 PASSED System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD : :Connector.:Slmpson.Stron a'4' �-';t`$« -Tie<Connet�ors���:�.� _:,-�;�M : ., .. ; : t 1 ;':r7;,:wa..•.:s�; - s: ?s ..�: ' _ yt�*tt; a;"i yk.;, N�<•rv5'z%,::: ,5� r�;�' s - 2 �,, ;� .G �"�`��>'`: �- • ;:'..: ;�,�•`' ,e/ti n.!'h,Y �r.-.:iia iFli �:JY.:...-:"'l-�.�.�1��:�!/..s'ai^-..'�F.%`>�F-n�rMF�:v.A.^v'� .. N�.:< }. �"vrw.XU.y' Ktl/ i Ifo'„ :511 r..-.s'�' '3,O b'; . : Vl��........,...s.,r:��..;�..�r..,fi...-K. fi ; 'M `' ^,` Mahal ` `.r ' r....,..........., ri 0 - Sell Weight (PLF) gjh`�5..:.�Sr7opNails.a�.,c�_ y>.•-..w.�; ._"--.:.�_ ;yC ,,, t^. a7' '-:Y,R-:,..:.,._. ,�..FaceN ils`�� .-- a ,...:.r,� - ,:,,� F� Flehtibei�Nalls`�- s ....<.Aocaaaarl rArc .,H:.r,.:.,,ir,;;�••tie: t;Y.cp<>.: m.:.� _ .a.,.:.,.._.s.,,F• 1 • Face Mount Hanger H6USS.50/12 6' 1 1/2" 4.00" 80.0 N/A 56-16d common 20-16d double shear 7 3" 2 - Face Mount Hanger HGUSS.50/12 Stair 4.00" N/A 56-16d common 20-16d double shear '"fxM1':„. Fa V. :i.�t'f5A 3. 'FkC ,-�S msµ„- ,7, oc,µ.T,r,7r-,dtd.''sa�.-:z).1 CaUat.(Side)r Lh-TMbifmry; -zi+aW{.h�:!t D rt(a�-�1 OFie�.l, rA ,,v `_ ..L'aConcena�; ,.- f�<_ �- r'sr�:er_r"Yr::k.,- er.•;,.%:;,,,,,-,.._.,,.--,....44,-1,,,, i,".r` ` �ic 0 - Sell Weight (PLF) 3 1/2" to 9' 91/2” N/A 19.5 1 - Uniform (PSF) 0 to 10' 1" (Front) 6' 1 1/2" 15.0 80.0 Office 2 - Unitorm (PSF) 0 to 10' 1" (Front) 7 3" 15.0 100.0 Stair . S /'�y„�.y �/:^^x5.-�.r'';i^r` .u�,. .g{.,1, L.�L".�i`f7+%�.y .y y�� _ .. x''.5:7,?•: !: w S:%=�`;,. ^::e',»fC=Fti>.'."' r"^.-`,,ixt �::: x`- .+. � �w:,,,j• '}yam .�1�-.r��'`�{:='�.�c,�� .ti/. . lux:' �..5"iK-`;. ....4�. � ....V..a��. �....��7.w 9fi':C'::It.q.....�...a•Z.'-�_...�::✓.L: u:T�,�c..;Mi ;tile erhaeuserNotes",;'� "' .�<, ��r�• ,�.�;�� ��{� >�.. a� .�-. �_..-�': ��r, Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current Weyerhaeuser literature for Installation details. (www.woodbywy.com) Accessories (Rim Board, Biocdng Panels and Squash Blocks) are not designed by this software. Use of this software Is not Intended to dreumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer Is responslbe to assure that this calculation Is compatible with the overall project. Products manufactured at Weyerhaeuser fadlitles are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC E5 under technical reports ES11-1153 and ESR -1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.comiservices/s_CodeReports.espx. The product application, Input design loads, dimensions and support information have been provided by faite Software Operator Forte Software Operator Job Notes Patrick Lindbtom DCI Engineers (206) 787-8961 pltndblom Q dci-engineers,com SUSTAINABLE FORESTRY INITIATIVE 2/20/2017 3:01:27 PM Forte v5.1, Design Engine: V6.5.1.1 Page 1 of 1 \V \ 1FORTE 0 MEMBER REPORT Level2, Girder 1 piece(s) 5 1/8" x 22 1/2" 24F -V4 DF Glulam Overall Length: 27' 4" All locations are measured from the outside face of left support (or left cantilever end).Ail dimensions are horizontal. 0 Desi n Retsui r- , . E � trS s-1'F.,,a:>,a� : > .,ACNa1' '[oemtiori s �;�.._ .. .®. ,v, WAII ::; g ''.�. owe4s:;:Fs'a ! ;;, RaBiilt;, . ... -:r F i t.LQE? r irj ,. _ ,-. 5. y t COtitlihialloFi Vattern ��=",yi>v'=�' Member Reaction (lbs) 6686 @ 3 1/2" 6686 (2.01") Passed (100%) -- 1.0 D + 1.0 L (All Spans) Shear (lbs) 6277 @ 2' 2" 20372 Passed (31%) 1.00 1.0 D + 1.0 L (AU Spans) Pos Moment (Ft -lbs) 64360 @ 11' 11 1/2" 79273 Passed (81%) 1.00 1.0 0 + 1.0 L (All Spans) Live Load Defl. (In) 0.670 @ 13' 4 7/16" 0.669 Passed (L/479) -- 1.0 0 + 1.0 L (All Spans) Total Load Defl. (In) 0.815 @ 13' 4 5/8" 1.337 Passed (L/394) -- 1.0 D + 1.0 L (All Spans) • Deflection criteria: U. (1/480) and TL (1/240). • Bracing (Lu): All compression edges (top and bottom) must be braced at 26' 9" o/c unless detailed otherwise. Proper attachment and positioning of lateral bradng Is required to achieve member stability. • Critical positive moment adjusted by a volume factor of 0.92 that was calculated using length L = 26' 9". • The effects of positive or negative camber have not been accounted for when cater/Ming defection. • The specified gtulam Is assumed to have Its strong laminations at the bottom of the beam. Install with proper side up as indicated by the manufacturer. • Applicable calculations are based on NDS. s ter.+ ywa ;,us rte: t'�.�ra r.�'.'� .��'.l�l.-.F ^ J,•O7:a"`...r.'.4t:� r^: : z'7",•rt ;;•1g/ y�.r'�..N .'�.7 5� 4..y lr '%F fi:%+yR4'rrCk�.:.Si -.i,, r,-�:C3 a:A: ::-/.'k"y y,i; ...--L..;sL' jai`' y SuppivereX - `rte. , 7 . ,�.,�.�:b'SF.Zr"y...w,.>..,..:�L_...��...JP_..� w I A'6ea - -. r'�,`, �r. .,,,,. '`t'�';::' ..a++.a. .M'o .,,,,c,• -,,Au..,,,,...,: -.0.,;, ,,..41�8d8.m5YPDa )rF, •,... , r , ^� ,/-7*4 UT.`-`'-.J:i a$• �-.. o'�itT.n. -0f�l-ls`f�.`: k�..r xY[ .;;.at N o .'.,FC .r..,:; ��, ,.. i4:e'Nfif.c ::: �` l.. a:-. ;-�+ „T 5....Cy,,::,•; s� k1 ', '.Y :.. A .:,t' :,. „ .,:..X , See note' v', `"' ;'rota..` „ ..��,-, .i�rr' :✓raliablif;Z .21,,— awa. .....�, tea:. ,,,u , x --V ftcrfidied.,- i . y� is sued r' �s.�:< , . � v.re.` la0 .4nea$. r.�.. �� ?�f .. _;zys�-�^Uve 1276 L': FIOQr:.. +i 5465 y;' Ititit.w Fv.. .�- JIi i~sya7btal':.Acoeswrtes���':,;�'�";°' 6741 1 - Hanger on 22 1/2" GLB beam 3.50" Hangers 2.01" 2 - Hanger on 22 1/2" GI8 beam 3.50" Hangers 1.79• 1182 4837 6019 See note ' • At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger • s Sere Connector grid below for additional Intonation and/or requirements. 9 PASSED System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD ., '•..�.::w,>, ,r�.,..�..:,-.,:,::.:.,_�....:,w:,M.�..r:<.:>..,.< t• �. t,"onnector:.Sim Stren pSOit A � ^."x .. � ..v.Y• :. n ..Tie � Co nedors� .>...�... � �".:.�,,y.,<.,:d>.s7_...-�ic,'`..-�'J,_ h M>' ,. .� _ .., tom; - . - � yam. p w ti�rttattr �'f� ^: .:...� NY�v`:'<�;'. ��n=�- ,�` �:' � -` .,...z,s3.x..5��: .... .. .. r?. "i�i!ti-'F�b .. _. „�-, op . ,,,.r,,,:. i � T NDIIS, _..... ..........:..... ,F< z.,! ,"a..+S'�M' .� •. ,— �. �,s�t:-;:as:.y.�=�..s'. ” �'�=� .:. ��.�A-:; . vy�<.: i..f.4;: _ -7„w ,,,c:1:Y"� 'r:�y. d..r. , rn.�::.r�;,z��zr�.ns<,X:»...:��:,:a-a:^ii: .fix=! .. . _._ ...... „ .. � " � iv�'Sriy ': ......:,w.rc�+,c y..� t'^Jf.'�/':�`!'Ct�,,�a�:,::.> :SV ... . . ,.C{ -�"*� aecT`e ,. P.:....�i. �.'_'�^��.ow..5:a..-... r s�_ . PV�� � � ia... •:�:X.Yv :...YY�;.- 21... J .."t'i tf .,oiD1 ...y..: . , .;., yrs: -caw .,., �`��,. � Modelo+-�.�-,�. xs_ r., ?h�i, �'„`�. r,. :y Face Naits� `�. - : c' a �;:.:;:..,.'� l '>�vny' i "`C.,..n Ttemt>or:Neii&i,•. _ a -T' Y' . . we-,,�-,fir;=�y'k � 'Aocesaort 4 . 1 - Face Mount Hanger Connector not found N/A N/A N/A N/A _ _ w 2 - Face Mount Hanger Connector not found N/A N/A N/A N/A i..<... :,x„ :al s - A .. ' � ^. ai-0 !Load8'x. ,rJrx.. •k?-„' -.a-::r..:.:,.;ts,; r..W'{ / Kr:. 1 yam„ ;w;` �,;erY �Y" r'�:� � .. _4' ',- : .7r ;,tacadon'(Slde7� � Jh"<uE' '.if"'. TifbutaRri, _ . ^, .yy -I,Ff'.v. J`+ V. !-�<.�,Wldtli�z,.: ry'r ti-,..c+r+;. .. Dead ,; r .v_:A..�'-: f .,•(G;9 }S::g is -u .._� ..:c�.r ' yx 'Y..4. 474,o4 :Floor,t,Ir... 1...; r.! .yi� it-'r"'� � s: �(x ) .00 : F•-t�c<r„^._. w °- t:.; roi ,,"'i..^'��,.',.^"4'E,-.-�r� ::�`�'i• <`�s,_ Conl.x-.rabr J mentst. 0 - Self Weight (PLF) 3 1/2" to 27' 1/2" N/A 28.0 1 - Uniform (P5t7 0 to 27' 4" (Front) 2' 15,0 80.0 Office 2 - Point (Ib) 12' 3" (Front) N/A 889 5928 From Beam +w'.urr.'-�:,s'.:c• ::saw,;..sc: �4.h�.:r.,:i?:',. ''v':_,=:'svr•. .�.v:.: i-2:='. �r,N -;1sx.�� - - `'''is''rG'.='dr We erfiaeliser.Nottes:: � y. . ,.. -., d,..-...:....,s.....<::_.�.:3.__.,r-^,r�>rra,....._......r....•::_....,.5�-�4,�: c-..wwY"?�:.;.�n.<.�,i 2i °��.•r�; � x.:3s`�:"; t.;'s ,.7ai , -ii(� Weyerhaeuser warrants that the sizing of its products will be In accordance with Weyerhaeuser product design alterla and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current Weyerhaeuser literature for Installation details. (www.woodbywy.com) Accessories (Rim Board, Biocidng Panels and Squash Blocks) are not designed by this software. Use of this software Is not Intended to drcun went the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation Is compatible with the overall project. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR -1153 and ESR -1387 and/or tested In accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/sen4ces/s_CodeReports.aspx. The product application, Input design toads, dimensions and support Information have been provided by Forte Software Operator Porte Software Operator Job Notes Patnck Lindblom 001 Engineers (208) 787.8961 plindbfom4 dci-engineers.com SUSTAINABLE FORESTRY INITIATIVE 2/27/2017 12:50:17 PM Forte v5.1, Design Engine: V6.5.1.1 Floor Framing.41e Page 1 of 1 ili1FO R Q E MEMBER REPORT Leval2, Existing Glulafn 1 piece(s) 8 3/4" x 24" 24F -V4 DF Gluiam Overall Length: 21' 8" 0 All locations are measured from the outside face of left support (or left cantilever end).A1l dimensions are horizontal. 0 Desi9 f Baaltsrr, :..�.`Atual ?nom 17Aowed� `BasaltI_ !Old dtcomAton.`Pa—tberirI Member Reaction (Ibs) 29642 @ 8 1/2" 56875 (10.00") Passed (52%) — 1.0 0 + 1.0 L (All Spans) Shear (Ibs) 22298 @ 2' 10" 37100 Passed (60%) 1.00 1.0 D + 1.0 L (All Spans) Pos.Moment (Ft-Ibs) 144771 @ 9' 7 3/16" 149126 Passed (97%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Oefl. (In) 0.468 @ 10' 7 7/8" 0.506 Passed (1/519) — 1.0 D + 1.0 L (All Spans) Total Load Dell. (in) 0.563 @ 10' 7 15/16" 1.013 Passed (1./432) -- 1.0 D + 1.0 L (All Spans) • Deflection cr Leda: LL (1/480) and TL (1/240). • Bracing (Lu): All compression edges (top and bottom) must be braced at 21' 8" o/c unless detailed otherwise. Proper attachment and positioning of fateral bracing is required to achieve member stability. • Critical positive moment adjusted by a volume factor of 0.89 that was cakulated using length 1. = 20' 3". • The effects of positive or negative camber have not been accounted for when calculating deflection. • The spedfled glulam Is assumed to have Its strong laminations et the bottom of the beam. Install with proper side up as indicated by the manufacturer. • Applicable calculations are based on NOS. ;s•9s,�v: {r+u^: .. ,( .kr':=`.q,'•,�s3'", .r]"sK'` �::` +.5<S?.4fix, m• f�' jk T t y'6''''t '-'1,.A" !..t7i'4,f7 :':r -N' S3't ' '4"...'''r-6:7•4?:*''''''' ISUPPO,:c�a � � � >,_'... r:',z;;t, •t�N-s--', _....,,.r...es?�a-:....,,.v.,tr?:>i:s.,�� mar."&. ..rr� <r- �>' ..Z 3rw,',> B@8tiiig,LC11(Idl a. -W; o-, ';'1" ii;N.ytu .¢ Y' r0 .fY'.i. i:,.; * l.,. • .'.,... .:i'15 uot= • cc<: ' rt e aylOadSeDSItpPotiS' b8 a .(, .;i'1/.' -T 1'. ) Y ` _,t ..n;.aT i<`�"....t.9't? < _ � ;'%i.-- , ,.:+:.N -,-,• ii _1 .T. :f: 1. �, a y' TOtOt �: ` ^ z.,......„.,...,4 -_ e,, "•Avotlabl �.,,..>..,.�:.v ,. ••• , • utred � i�t•--,..-...,,,,,,,, r%K. Dead.' ��,,:. .�' :��fFIOCr:%� �,G�ae'.! v.t.il ^',<..' ,i � _ _�Toialt� „ .si.>/n"•,''.�,�.: tibe .., 7:/ ..'e; 9''..; a°°ess°Ma`Y•�'��.'' 1 - Column - LSL 10.00" 10.00" 5.21" 5042 24601 29643 None 2 - Column - SPF 10.00" 10.00" 4.03" 4001 18908 22909 None ..,i,,:f¢i <L✓i9t,Ti�`i 's ��f•pA as,�,x�r;'aalor(Sde)i •a,. ."Ktfij.w' Wry �'£tNiamtlF�;asoY� ,.Jn.'-,'�s ,'-.. Uvev:,..,.n.1;<T?'e. 4 oWF (�.z.. .�aa-'t ;y'a .co+v�"A',,�s 0- Self Weight (PLF) ()to 21' 8" N/A 51.0 1 - Uniform (PSF) 0 to 9' 6" (Front) 26'9" 15.0 80.0 Office 2 - Uniform (PSF) 9' 6" to 20' 7" (Front) 19' 6" 15.0 80.0 Office 3 - Paint (lb) 9' 7 3/16" (Front) N/A 883 5889 from Girder ,_.,�'. `:�mf.;l-' 'iYr"-:;':u':1.-' "i.✓`-'�✓ :,'{`.:-�7'�. y� {�"F ; �� 2':: r'.i2;i;,� : a"^ r:iON:I": - - :^tom We erfi'aeuser:"No �.�..� .��.�.s<-:v.` ;F.t,.;,, ;f=� ur.%::.�_ .'w'..r..,s;;� „"� ,>Y<, <�"�,,:c;c,•t���tv.,-•..,,. Y =?.;�.,..".r�:�; ":`' '.i•s:r:•��;:��=yet.: �,•:G'�'s=�::�.,�:;.�.y,�,?�s"sly'�.r.�:.r.,,,'„''.. Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current Weyerhaeuser literature for Installation details. (www.woodbywy,com) Accessories (Rim Board, Bloddng Panels and Squash Bloch) are not designed by this software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation Is compatible with the overall project. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evacuated by ICC ES under technical reports ESR -11S3 and ESR -1387 end/or tested In accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/servkes/s_CodeReports.aspx. The product application, input design loads, dimensions and support Information have been provided by Forte Software Operator Forte Software Operator Job Notes Patnck Lindblom DC( Engineers (206) 7878861 phndblom +dc l-engineers.com 10 PASSED System : Floor Member Type : flush Beam Building Use : Residential Building Code : IBC 2015 Design Methodotogy : ASD • SUSTAINABLE FORESTRY INITIATIVE 2/20/2017 3:01:44 PM Forte v5.1, Design Engine: V6.5.1.1 Page 1 of 1 13F 0 R T E MEMBER REPORT Landing, Joist ���®® 1 piece(s) 9 1/2" TJI® 210 © 24° OC 0 Overall Length: 4' 1" All locations are measured from the outside face of left support (or left cantilever end).AII dimensions are horizontal. a '.Design:. �-_ - ReSUiii ° ... > 'Achial' :toeation - t Al owed a a�� tki*THt �-:ti.�:�;_., r kv--leomtiinatlon J�e.�,.. .......(?aetem ��,.�=s���5 ie `'', Member Reaction (lbs) 446 @ 21/2" 1134 (2.25") Passed (39%) 1.00 1.0 D + 1.0 L (All Spans) Shear (lbs) 402 V3 1/2" 1330 Passed (30%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft -lbs) 387 @ 2' 1/2" 3000 Passed (13%) 1.0D 1.0 D + 1.0 L (A11 Spans) Live Load Oefl. (In) 0.011 @ 2' 1/2" 0.092 Passed (1.1999+) •- 1.0 0 + 1.0 L (All Spans) Total Load Oen. (in) 0.012 V 2' 1/2" 0.183 Passed (1./999+) -- 1.0 D + 1.0 L (All Spans) T) -Pro" Rating 69 40 Passed -- — • Defection criteria: LL (L/480) and 11. ((1240). • Bracing (Lu): All compression edges (top and bottom) must be braced et 3' 10 1/2" o/c unless detailed otherwise. Proper attachment and positoning of lateral bracing Is required to achieve member stability. • A structural analysts of the deck has not been performed. • Deflection analysis Is based on composite action with a single layer of 23/32" Weyerhaeuser Edge' Panel (24" Span Rating) that is glued and nailed down. • Additional considerations for theT)•Pro' Rating include: None •, i �'�? �,,.r�<'�. Y�yi//`'/F" a4BeaHn9.Lengtthi .�� �r��%%!it-�+:oi`' .5.:-s:: b.%i�:.�s '' tLoaas:toSu (lbs).. {. �� t .r "'r.P�w�.'s.'a.'ri'weLw? n (:t5 a,;w:r%biS'k.:i�N/' K �°'�- -tom ��j‹' r.. r �'e ,F�'bt.^.C- `�a;�M. tier ,., =r : ;�c: �:,67,....-40:- ;�Aoeeisories'�;��-,'��-�eri,'�--' F� "v°.`s�; �fri�� iSupports 3X' '� �T , %S�-'1��'>"' �alo1; ,y"�'„wxu.. �.. rAvollalite �,-....... �. .��.-a&:" ulreA �.u,.�,.,..L.. ; .,.^"h+"di:P haloid r ....:....,....r. y;FToorP ti .,.,- < -Kr �. tE;a�,.�Total�`,�- 1 1- Stud wall - SPF 3.50" 2.25" 1.75' 61 408 469 1 1/4" Rim Board 2 • Stud wall • SPF 3.50" 2.25" 1.75" 61 408 469 1 1/4" Rim Board • Rim Board is assumed to carry all loads applied directly above it bypassing the member being designed. 'yfr. '7rI+.'a".1i..4 �.'k�i; C'f :S L" :" :;Loads,. : , 4.• ,,i V's,' -' QRS .. y .' :Licaoplsldeja, `r,'lf., Nr.- 14 ?: :r'- Spacing' 1 "-q ,c4o..�5 • i1.fm,_ Q# (0.90) *,- =-vw iTe•..z N'i,e1 'w ./— • Or liYB x (1.00);- '.�:;:iK:;:.sv 7'.� '�,T'.'„ r,' YF�u .Cominenit:. Mx<. 1 • Unilonn (PSF) 0 to 4' 1' 24" 15.0 100.0 Stair 1Ne ehaeuser>� '� t! �r:�;-,.�'•:`w;<fi:.�i N.tr{(c�'•rk,. �`w rr:VSrrrr•.,tc+� T:..rY;s�. :rtr. � .x -r: .. N �.ek� '`rte'°^ ...,e � ^.•. f4 � 3` � :�'- . � ,-,.-5/, �,, cS:"r:..'v � k. x'fi�>......,::.. � :R;�^:', ys' s:i=� ... y ;..a x r �a .-'� J.n �i�'['�_.xs7�' .� .�afve? Ta..?.,:, z,-i-S,eri.��`et , -�. -fid` a„+'... ;.;: Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser eeresdy disdalms any other warranties related to the software. Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software Is not Intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this caltulatlon Is compatible with the overall project. Products manufactured at Weyerhaeuser fadflttes are third -parry certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR -1153 and ESR•1387 and/or tested In accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_CodeReports.aspv. orts.aspv. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes Patnck Lindblom DCI Engineers (205) 787-8961 plindblom @ dci•engineers.com 11 PASSED System : Floor Member Type : Joist Building Use : Residential Building Code : IBC 2015 Design Methodology : A50 SUSTAINABLE FORESTRY INITIATIVE 2/22/2017 4:50:00 PM Forte v5.1, Design Engine: V6.5.1.1 V, Floor Framing.4te Page 1 of 1 4 L ®CI EfGIfEERS 12 Project No. Sheet No. Project Date Subject By \c),(0 2xK OFL S.o6, ES . (-g= 2 105D0 12 . 3 4 a ► ®CI EflGIf1EERS 13 Project No. Sheet No. Project Date Subject By Go+ sk tr' . Cs �---� = S. Ci (-.i) L12 ) _ 2'10 LI" SoG t f' IMMUMIDO EINIZE ensinEERs 14 Project No. Sheet No. Project 1ul�-w\fi. 7‘N\ . Date Subject By sip t L� � = 2(30 U-11') y am I -"a (�� �4 2140(.3 5:11 LICA Sic - 2 -1, <-41 tb 4ERMIT COORD COPY:- PLAN`REVIEW/ROUTING SLIP PERMIT NUMBER:. D17-0041 DATE: ' 03/02/17 PROJECT NAME: SOUND MENTAL HEALTH SITE ADDRESS: 6400 SOUTHCENTER BLVD X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Building Division 11P Public Works Fire Prevention Structural 1 I. -N p Nlfr- Planning Division ❑ Permit Coordinator It PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 03/07/17 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved _ Approved with Conditions Corrections Required ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: [Lb ‘rArke/s DUE DATE: 04/04/17 REVIEWER'S INITIALS: DATE: [Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping ❑ PW 0 Staff Initials: 12/18/2013 UNIMARK CONSTRUCTION GROUP LLC Hoene Espanol Contact Safety & Health Claims & Insurance Washington State Department of Labor & industries 0 Search L&I A -Z Index II( p Page 1 of 2 My L&I Workplace Rights Trades & Licensing UNIMARK CONSTRUCTION GROUP LLC Owner or tradesperson Principals PARKER, JOHN RAY, MANAGER UNICO INVESTMENT COMPANY, PARTNER/MEMBER (End: 05/11/2009) MUNDLE, DANIEL THOMAS, PARTNER/MEMBER (End: 10/10/2012) DELLINGER, JOHN, PARTNER/MEMBER (End: 10/28/2004) Doing business as UNIMARK CONSTRUCTION GROUP LLC WA UBI No. 602 174 203 1221 FOURTH AVE SEATTLE, WA 98101 206-628-5110 KING County Business type Limited Liability Company Governing persons DAN MUNDLE JOHN R PARKER; XXXX UNICO PROPERTIES; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor License specialties GENERAL License no. UNIMACG984CA Effective — expiration 02/01/2002— 02/01/2018 Bond Hartford Fire Ins Co Bond account no. 52BSBKG0624 Active. Meets current requirements. $12,000.00 Received by L&I Effective date 08/09/2013 08/04/2013 Expiration date Until Canceled Bond history Insurance Phoenix Insurance Company, The $1,000,000.00 Policy no. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602174203&LIC=UNIMACG984CA&SAW= 3/16/2017 GENERAL NOTES ABBREVIATIONS IMPORTANT: General Contractor is responsible for readingand complyingwith allgeneral P notes on this page and general and sheet notes on drawingsheets following. Notify Tully & Associates with any questions or discrepancies prior to installation of work. 1. Contractor is to verify all dimensions and conditions on site and notify Tully & Associates of any discrepancies in a timely manner prior to construction. 2. Standard specifications and details for tenant improvement work are referenced on the drawings and apply to the work as if included herein. Reference is to Architects handbook for this building, including current revisions. 3. All work shall conform to applicable current Federal, State and Local codes. The contractor is to provide for all required notification of and coordination with ci P 4 city and state agencies, and provide required permits to the owner. All tests and inspections associated with obtainingapprovals toproceed with and complete the work P pP P shall be paid by the contractor. 4. As inferred in the contract document, the contractor is to include materials, equipment, trans transportation and utilities necessaryor reasonablyinferable as being22. P necessary for the execution of the work. By submitting a proposal, the contractor and all of his subcontractors represent that they have made a thorough examination of the site and all existing conditions and limitations, and that they each have examined the contract documents in complete detail and have determined that the drawings, specifications and existing conditions are sufficient, adequate and satisfactory for construction of the work. Where minor adjustments of the work are necessary for purposes of fabrication or installation of items, or resolutions of conflicts between items, within the intent of the contract documents, the contractor shall make such adjustments at no added expense to the owner. Where such minor adjustments effect functional or aesthetic design of the work, they shall be submitted to Tully & Associates for review and approval. 5. Contractor is toprovide owner with a construction schedule prior to beginning of p g g construction. 6. The contractor shall coordinate all operations with the owner and Building Owner, including area for work, materials storage, access to and from the work, special conditions or noisy work, timing of work, interruption of mechanical and electrical services and relocation of existingequipment, casework, fixtures, fittings, etc. Noisy g ' or disruptive work shall be scheduled at least one week in advance of when the work is to commence, during hours of the day as specified by the owner. 19. Contractor shallprovide floor levelingas maybe required at slidingdoors, relites q without in elevation over sufficient area to limit transition base, cabinet work, and all other locations requiring level substrate.a to 118foot. Feather changes" p perAP 20. Materials, articles, devices, and products are specified in the documents by reference to building standards, by listing acceptable manufacturers or products, by requiring compliance with reference standards, orperformance specifications. For items specified P �by P P by name select any product named. For those specified by reference standard or by performances specification select anyproduct meetingor exceedingspecified criteria. For P P approval of an item not specified submit a request for approval of the substitute se orate/ .From required submittals, provide complete back-up information for ur oses of separately. q P P P purposes evaluation. Where building standard items are specified, no substitute will be accepted. 21. Contractor shall provide a seaming diagram of proposed carpet layout for review by TuIIy & Associates, prior to installation of carpet and pad on jobsite. The Life Safety System requires a separate permit from the sprinkler system permit. 23. Prior to application for final payment contractor shall provide all record documents to tenant construction coordinator upon completion of tenant construction. f th i f th i ti 24. Contractor shall response or e general cleaning of job construction ll b ibl b d t C6 and at the completion of the job. Cleaning shall include interior of the building, path of travel to the jobsite and shall include the parking lot, elevators, lobbies and corridor carpet. 25. DO NOT SCALE DRAWINGS. Dimensionsgovern. Large scale detailsgovern over small scale g drawings. 26. Contractor shall use exhaust fans. Direct outside air ventilation must be used to remove toxic fumes. 27. Building owner will provide a temporary facility within building for any minor "on-site"finish work which needs to be done. However,contractor shall do the majority of stain and finish work "off-site" as is reasonablyfeasible toprotect the other tenants from toxic fumes. Contractor shallprovide owner with schedule of items to be finished "on-site". ACT Acoustical Ceiling Tile MAX Maximum ADJ Adjustable MECH Mechanical AFF Above Finish Floor MFR Manufacturer AP Access Panel MIN Minimum Approximate MIR Mirror rk��4 *. ��� flrat Avenue Salts 404 B/S Building Standard MTL Metal CL Centerline MUL uIII'on CPT Carpet IC Not in Contract BD Board NW NNo < Statile, WA 88184 BLDG Building NTS Noo�caleL BLT Bolt OD Outside Diatnete BO Bottom Of OFCI Owner Furnished/ BM Beam Contractor InstalledX# 1.81. 208.082.0954 281.102.1510 CAB Cabinet OFF Office CLG Ceilir�qq OPNG Opening P opposite CONT Coniii uous OPA osi e Continuous CORR Corridor PLAM Plastic Laminate c; _;.� �,,,��. i . , ^ ��-�� �- .s Er r , a,�ZT '�' Ft ' fig• ��, ;�,�i �: �a � t� ;. , . ASSOCIATES CNTR Counter CTR Center DET Detail DF Drinking Fountain DIA Diameter DWG Drawing EL Elevation ELEC Electrical EMER Emergency EQ E�lectncal Panel qua/ EQpT E uin ment EXST E is i9 FA Fire Alarm PLYWD'lywood POL Polished PNT Paint PR Pair PART Partition R&S Coat Rod And Shelf RAD Radius RB Resilient Base REFR Refrigerator REQ Required M RocSm RO Rough Opening SCH EDSchedule SECT Section ,___. ___ 'Mact�anicat L'Electrical lambing 1J Gas Pi Piping City of Tukwila BUIt_L?1^3G D11f ISION P 2 c PO BOX Seattle, T (206) e s i c 36 Washington 890-2299 n croup 98083 1 FEC Fire Extinguisher Cabinet SH Shelf __Rr vis oN S i FEVC Fire Extinguisher/valve SHT Sheet 9 . F -FIN Factory Finish SIM Similar FL Floor ST StairTukwila No chC ng2s ,.. ;;;..i i'%'� -,rJq rn.-c ., to the scope • of >vorlc 1°'i3.l1o:; p; for approval of Building FF Finish Floor STD Standardn FLUOR Fluorescent STL Steel Division. NOTE: Revisions will r quire a new plan submittal 4619 REGISTERED ARCHITECT FO Face Of SUSP Suspended and may include additional plan review fees. J FT Foot Or Feet TEL Telephone FURR Furring TI Tenant Improvement els Top. GC General Contractor TO To Of GL Glass TYP Typical GWB Gypsum Wallboard UON Unless Otherwise Noted HM Hollow Metal VCT Vinyl Composition Tile HT Height VIF Verify In Field ID Inside Diameter W/ With INSUL Insulation W Wallcovering IN Inches WD Wood WH Water Heater SAMUEL Y. PARK STATE OF WASHINGTON TT KK al- Mateeal W/O Without 7. All work shall be performed in accordance with the highest standard of workmanship in general and with such standards as are specified. SYMBOLS SHEET INDEX SOUND 8. Contractor shall submit samples of all non -building standard finishes prior to installation for Tully & Associates approval. Contractor shall provide shop drawings COVER SHEET A-0.0 MENTAL SITE P LAN A-1.0 2 for Tully & Associates (I_ CEN TER LINE (paper sepias) and product data (minimum sets) approval on all DEMOLITION PLAN A-1.0 HEALTH special items requiring custom fabricated work. Types of samples and their minimum BREAK LINE 6 DETAIL REFERENCE required submittal sizes are listed as follows: Paint with exact finish 81/2" x 11" vinyl composition tile (VCT) 3" x 3" DIMENSION TO FACE OF CONSTRUCTION PLAN A-1.1 6400 SOUTIICENTER finish 6" 6" rubber tile STUD, MASONRY OR FRAMING. REVISION CONSTRUCTION & DEMOLITION NOTES A-1 .1 a BLVD.plastic wood stain (veneer or solid) exact x wood exact stain and finish 2" x 6" wallcovering4 x4 �� (granite, marble etc. x laminate and metal finishes 2 x 3 stone (g ) 4"4„DIMENSION TO CENTER 1 REFLECTED CEILING PLAN A-1.2 FLOOR 1 floor finished B/S LINE CONSIDERED MATCH LINE (except carpet) Samples are to be clearly marked and keyed to Tully & Associates numbering system on the documents. Contractor shall a minimum of two samples for approval so if jr SECTION DIMENSION TO FACE L REFLECTED CEILING NOTES A -1.2a TUKWILA, WA 98188 contract provide REFERENCE that TuIIy & Associates can keep one on file as a control sample. Contractor shall assume full liability for the re -installation of materials due to incorrect OF FINISH ,4 DRAWN STAIR DIRECTION SECTION POWER & COMMUNICATIONS P LAN A-1.3 POWER & COMMUNICATIONS NOTES A -1.3a specifications if the above procedure is not followed. 9. Contractor shall provide hoisting for items tenant furnished contractor installed (TFCI). Such items will be delivered by tenant to designated areas for hoisting. Tenant shall be responsible for coordination of TFCI items with the contractor and/orshade the owner. + A A.4 ELEVATION SHEET WHERE ELEVATION REFERENCE DRAWN indicate direction drawn) COLUMN/GRID LINE FLOOR FINISH PLAN A-1.4 WALL FINISH PLAN A-1.5 FINISH NOTES A -1.5a PILE COPY 10. Contractor shall (FRT)woodblockin or6"wide 0 LETTERS IN ONE DIRECTON 2 DETAIL DETAIL REFERENCE providefire-retardant-treated gNUMBERS metal backing in partitions for all wall mounted fixtures and devices, as required per IN THE OTHER :.4 SHEET WHERE DRAWN,.,,.,.,, FURNITURE &EXIT PLAN A-1 �. ,,• building standard details, unless indicated otherwise on the drawings. Backing shall 161 ROOM NUMBER .6 extend to next stud beyond end of wall mounted fixture. Fixtures and devices included NO. TYPE HARDWARE RECEPTION STATION ELEVATION &DETAILS D-1 Plan revi{�i �x4jc�u�4:i is st�b�ect to errors and orczia4ion, Approval pion in this scope are: upper and lower cabinets/casework work counters DATUM POINT 1 A a DOOR MARK ELEVATIONS D-2 or con.t� cloct!rnonts door nota tnori e the violation of any adopted code or ordinance. I�eccip' coat rod and shelf unit shelving (brackets and standards) bookcases (over 42" in height) Tenant furniture attached to wall (see Furniture Plan) ELEVATIONS D-3 of approved Field Cop and co itions is acknovvlodgod 11. All fireproofing disturbed during demolition or construction shall be replaced to match original material and thickness. Obtain approval from city, as required. LEGAL DESCRIPTION By: I ELEVATIONS D-4 Date: 5 /1'' 12. All existing millwork, hardware, and mechanical and electrical items removed shall be returned to the owner. Contractor shall inspect and utilize any existing doors, hardware, light fixtures, diffusers and any other items available for new construction at Tully& Associates and Owners approval. 13. If the building will be occupied by owner's tenants during construction period, protect personnel from harm and injury whether they are a passerby occupant of existing building or visitors to the site. Carefully maintain and protect existing equipment and bench their G I LL IAM W H -D C # 40 BEG 1336.78 FT W AND 1501.5 FT N OF SE COR OF SEC 23-23-4 TH E 250 FT TH S 325.5 FT TO N LN OF CO RD # 622 TH WLY ALG SD N LN TO PT S OF BEG TH N TO BEG LESS CO RD TAX PARCEL #: 000320-0003 • ELEVATIONS D-5 City of Tukwila DETAILS - CASEWORK D-6 BUILDING DIVISION DETAILS - CASEWORK & CEILING D-7 DETAILS - WALL, CEILING, F LOO R FINISH D-8 DETAILS - DOOR & RELITE D-9 TULLY PROJECT NO.: 16.53.01 facilities during construction including monuments, marks, and reference points; if destroyed or disturbed, replace as directed. KEY PLAN & HARDWARE SCHEDULE D-10 14. Existing work damaged as a result of work done under this contract shall be repaired to original condition and finished to match adjacent finishes, subject to owner's approval, at --_-=�o,-----by-- ® G. m` m` DOOR STAIR DETAILS D-11Ez SCALE: 1 �$�� - - 1-0�� U.O.N no additional cost to owner. All replacement materials required to match existing materials . o/ - ��-===-�o shall do so in respect to type, pattern, texture, size, shape, color and method of installation insofar as is practical, and shall be approved by Tully & Associates and Owner i. ISSUE: REVIEW to installation. Existing materials which are to be removed may be used for patching, o • "m ' STRUCTURAL PLANS @STAIR S D-1 DATE: 02.22.17 prior but only with the express approval of Tully & Associates and owner. o �o o n.dilb STRUCTURAL ELEVATION &DETAILS @STAIR SD -2 ISSUE: BID DATE: 02.27.17 rz 15. All existing mechanical/electrical equipment and services disrupted or removed during � � m� construction shall be restored and replaced U.O.N. Where existing plumbing fixtures are in o\i \\ removed, cap the supply, vent, and drains above the ceiling and below the floor, and patch finish. --°i- `s: ° '� - 23 REVISION e 3.1.17 TENANT REV. openings. Remove fittings from walls and patch openings to accommodate the required a ,', : m ; 7.�o m` PROJECT INFORMATION ISSUE: PERMIT 16. Installation of mechanical, electrical, and structural systems will require opening o� for / 07.„....212 o ' OWNER: Sound Mental Health DATE: 3.2.17 some existing walls, ceilings, or floor cavities. The contractor shall be responsible . 1 iil m. m o m` the repair of these openings to match existing, except where noted otherwise. Fill all - �, holes and voids in floors, walls, and ceilings which result from installation or work, and m° ' '' TENANT: Sound Mental Health REVIEWED FOR CODECOMPLIANCE removal of existing materials and equipment required by this contract. Use approved fire O - - o • -'-O stopping materials to seal openings in fire rated construction. Maintain required level of .. ... �� separation at all times. Patched areas shall match the materials, finishes, and levels o © II LOCATION: 6400 Southcenter Blvd. COVER SHEET APPROVED 2017 adjacent; or shall be put in the proper condition to receive the finish indicated. o� • :. • - ©" ®" • � _ ��� �m �o ° PROPOSED USE- Office MAR 14 A‘l. 17.Openings for new work that penetrate existing structure shall be coordinated with owner P g - 1 ., �II m o Any 2" in diameter be o°� prior to commencing the work. opening over shall reviewed and rz,, by Through round holes shall 77 CC 7 /::III 20150Ohl City of Tukwila BUILDING DIVISION approved owner. concrete slabs or walls, or masonry walls, all o� 11 1�::::l� be core drilled with a diamond drill and all rectangularopenings shall be cut with a 9 • • .: m o' __ _ Opti '• •� ,,, IBC EDITION: ' Keep to diamond saw. In no case shall any structural member be cut. overcutting a minimum. .,,� IIS _ CONSTRUCTION CTI O N TYPE: V -B SPRINKLERED N KLE RE D RECEIVED CITY OF TUKWILA Maintain continuity and integrity of fire separation at all times. Grout around conduits d� o� li® zo m passing through concrete walls and floors and masonry walls. Make patches with neat, trimmed edges; match adjacent existing work. (Ref: note 15) / 1 N ®` OCCUPANCY GROUP: B A.0.0 �,�� 0 � zo1 „w 18. A minimum clearance of 7 shall be maintained between suspended ceiling and new �.. NORTH • • /o\ !off % TENANT AREA REMODELED: 1st Floor- 16,888 sq. ft. PERMIT CENTER ductwork, piping, conduit, cable trays, etc. for lighting fixture placement. Contractor shall coordinate the work of other trades.. Discrepancies, if any, shall be brought to the attention of the owner for resolution before proceeding with the work. m o -/o\ o LEGAL DESCRIPTION SURVEYOR'S CERTIFICATE: ENCROACHMENTS SURVEYOR'S NOTES LEGEND , ` 811 First A Suite 4114 (PER FIRST AMERICAN TITLE INSURANCE COMPANY ORDER NO. NCS-641637-WA1, DATED DECEMBER 24TH, 2013) PARCEL A: THAT PORTION OF THE WM H. GILLIAM DONATION CLAIM NO. 40,SUBJECT TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., DESCRIBED AS FOLLOWS: COMMENCING 1,336.78 FEET WEST AND 1,501.50 FEET NORTH OF THE SOUTHEAST� CORNER OF SECTION 23, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M.;4): EAST 250 THENCE SOUTH 325.50T FEET TO NORTH LINE OF COUNTY ROAD NO. 622 (MACADAM ROAD); THENCE WESTERLY ALONG SAID NORTH LINE TO A POINT SOUTH OF BEGINNING; THENCE NORTH TO BEGINNING; EXCEPT PORTION CONVEYED TO KING COUNTY FOR SOUTHCENTER BOULEVARD, ALSO KNOWN AS RENTON-THREE TREE POINT COUNTY ROAD, BY DEED RECORDED UNDER KING COUNTY RECORDING NO. 2685209, RECORD OF KING COUNTY, TOGETHER WITH ALL OF LESSOR'S RIGHT, TITLE AND INTEREST IN AND TO THAT PORTION OF MACADAM ROAD, AS LOCATED BY KING COUNTY SURVEY NO. 639 "A", LYING WESTERLY OF A LINE PERPENDICULAR TO THE NORTHWESTERLY MARGIN OF HH SAID MACADAM ROAD AT ITS INTERSECTION WITH E WESTERLY LINE OF AT PORTION OF THE WILLIAM H. GILLIAM DONATION CLAIM NO. 40, IN TOWNSHIP 23 NORTH RANGE 4 EAST W.M., AS CONVEYED TO H. WAYNE ANDERSON AND ARDETH ANDERSON, HIS WIFE, BY DEED RECORDED UNDER RECORDING NO. 5845225, AND LYING NORTH OF THE NORTHERLY MARGIN OF THE RENTON-THREE TREE POINT ROAD NO. 2649; AND TOGETHER WITH ROAD AND UTILITY EASEMENT GRANTED BY JAMES S. HUNTINGTON AND HELEN DIANE HUNTINGTON TO LESSOR RECORDED UNDER KING6 COUNTY DIVISION OF RECORDS AND ELECTIONS NO. 7910240948 , AND AMENDMENT RECORDED UNDER RECORDING NO. 8112220729. PARCEL B: THE IMPROVEMENTS LOCATED ON AND A PART OF THE REAL PROPERTY IN PARCEL A. PARCEL C: A NON EXCLUSIVE EASEMENT FOR INGRESS, EGRESS AND PARKING, AS DESCRIBED IN AND DISCLOSED BY THAT CERTAIN DOCUMENT ENTITLED "AMENDED AND RESTATED RECIPROCAL EASEMENT AGREEMENT", RECORDED MARCH 3, 1982 AS RECORDING NO. 8203030259. RECORDS OF KING COUNTY, WASHINGTON. TO: SOUND MENTAL HEALTH, A WASHINGTON NONPROFIT CORPORATION, NO ENCROACHMENTS WERE FOUND PER THIS SURVEY. 1) SUBJECT PROPERTY IS LOCATED IN ZONE "X" WHICH IS NOT LOCATED U.S. BANK, MSI 6400 TUKWILA LLC, A WASHINTON LIMITED LIABILITY COMPANY, SUCCESSOR IN INTEREST TO MSI TRIANLGLE LLC, AN INACTIVE WASHINGTON LIABILITY COMPANY AND FIRST AMERICAN TITLE INSURANCE COMPANY; BASIS OF BEARING ._ IN 100 YEAR FLOOD HAZARD AREA AS PER FEMA MAP PANEL NO, 53033C0959F, DATED MAY 16, 1995.��� 2) ALL CURBS SHOWN IN PARKING LOT ARE EXTRUDED, UNLESS OTHERWISE NOTED. X FOUND MONUMENT AS NOTED ( ) RECORD / FOUND IRON PIPE AS NOTED 0 CLEAN OUT THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE 2011 MINIMUM STANDARD DETAIL HELD RECORD OF SURVEY IN BOOK 16 OF SURVEYS AT PAGE 25, RECORDS OF KING COUNTY, WA. 3) FOUND A TOTAL OF 107 SURFACE PAINTED PARKING SPACES INSIDE PROPERTY. * STANDPIPE (PIV) HANDICAP PARKING STALL El ELECTRIC VAULT NUMBER OF VISIBLE PARKING STALLS �c ASS 0 C �°� I A `2 �c� e i t t 18 1 A 2 01 Y 4 # i A }i 8382 fi 8 1 r L 1�1 Y 854 X }I x k {� T E �1 Y REQUIREMENTS FOR ALTA/ACSM LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND REGULAR = 103 . CATCH BASINw NO PARKING ADOPTED BY ALTA AND HSPS, AND INCLUDES ITEMS 2, 3, 4, (6(A) AND 6(B) INFORMATION NOT PROVIDED BY INSURER], 7(A),7(81),7(C), 8,9,11(A), HANDICAP = 4 "0"PRESENT © WATER METER ® RAILROAD 77E WALL AS NOTED ® STORM DRAIN MANHOLETHENCE 12, 17 AND 18 OF TABLE A THEREOF. THE FIELD WORK WAS SUBJECT PROPERTY IS ZONED USE IS OFFICE BUILDING. L'� :- ::il CONCRETE SURFACE CO; COMPLETED DECEMBER 9TH, 2013. PL13, E ON SETBACK BUILDINGRONT 104 WATER VALVE SURFACE =.:•'...:-:.;',..•ASPHALT 5SECONDQ FRONT = 12.5' SIDE = 10', REAR = 10' © SANITARY SEWER MANHOLE1 MAXIMUM BUILDING HEIGHT = 3 STORIES OR 35' 4 LIGHT STANDARD CENTERLINE OF ROAD """"""N• `\,""""""" BUILDING LINE 12/30/2013 PARKING REQUIREMENTS: 3 PER 1,000 SQ.FT. USABLE FLOOR AREA SET REBAR - - —EASEMENT LINE EDWIN J. GREEN la FIRE HYDRANT BURIED ELECTRIC LINE JR. PLS#15025 DATE: 5) FOUND NO VISIBLE EVIDENCE OF BURIAL GROUNDS, CEMETERIES, •°--SIGN BURIED TELEPHONE LINE EARTH MOVING WORK, BUILDING CONSTRUCTION, BUILDING CABLE / TELEPHONE RISER METHOD OF SURVEY ADDITIONS, OBSERVABLE EVIDENCE OF SITE USED AS A SOLID WASTE DUMP, SUMP OR SANITARY LANDFILL, NOR ANY CHANGES OF RIGHT-OF-WAY LINES, WITHIN RECENT MONTHS PER OUR VISIT ON DECEMBER 9, 2013, AFFECTING THE BURIED WATER LINE pTELEPHONE MANHOLE - - - - - -ROCKERY P 2 d e s i c - PO BOX 3436 Seattle, Washington T (206) 890-2299 n croupGO -� 98083 INSTRUMENTATION FOR THIS SURVEY WAS A LEICA ELECTRONIC DISTANCE MEASURING UNIT. PROCEDURES USED IN THIS SURVEY WERE DIRECT AND REVERSE ANGLES, NO CORRECTION NECESSARY. MEETS STATE STANDARDS SET BY WAC 332-130-090. - SUBJECT PROPERTY. 6) APPROX. SUBJECT PROPERTY AREA IS 109,125 SQ.FT.+/- (2.51 +/- ACRE] PER HIS SURVEY. 7) SUBJECT PROPERTY TAX PARCEL NO. 0003200003. 8) SUBJECT PROPERTY HAS ACCESS TO SOUTHCENTER BLVD. A. L. T. A. /A. C. S. M . LAND TITLE SURVEY MACADAM ROAD ITEMS 9 10 AND 11 ROADWAY ANDUTILITY EASEMENT UNDER RECOR�10'S 7910240948, 812 12 2220729 AND 79102409 • VACATED BY ORDINANCE 1124619 40, REGISTERED ARCHITECT "�^"' a.y a Z z oo n �; Z L. o VACATED PER w TAX PARCEL NO. 359700004 ORDINANCE NO. 671 1 N OWNER: KC HOUSING AUTHORITY p \ % N ZONED: 0 ITEM 12 �6°° \sso 9 CO N ROADWAY AND UTILITY < REC. • v°p, EASEMENT UNDER 9ho� \6'� 1 N0.8203030259 y .1 "VARIABLE WIDTH" \ `. O \ t t - \ \�- ITEM 17 SAMUEL Y. PARK STATE OF WASHINGTON SPECIAL EXCEPTIONS PER SAID TITLE REPORT ITEM 2 EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING INFORMATION: MAY 13, 1905 UNDER RECORDING NO. 337820 IN FAVOR OF: FRED NELSEN, JAMES NELSEN AND CHRIS JORGENSEN FOR: WATER PIPES AFFECTS: AS DESCRIBED THEREIN "AS CONSTRUCTED". ITEM 3 EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING INFORMATION: APRIL 3, 1909 UNDER RECORDING NO. 605842 FORA RONIN FVOR OWATER PIPE 1.5 INCHES IN DIAMETER FOR THE PURPOSE OF CONVEYING THEREIN WATER AFFECTS: AS DESCRIBED HEREIN "PORTIONS OF DOCUMENT ILLEGIBLE -APPEARS 1 TO BE TEM 4 AS CONSTRUCTED" THIS ITEM HAS BEEN INTENTIONALLY DELETED. ITEM ITEM HAS BEEN INTENTIONALLY DELETED. THEM s THIS ITEM HAS BEEN INTENTIONALLY DELETED. ITEM 8 EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING INFORMATION: AUGUST 8, 1979 UNDER RECORDING NO. 7908080720 IN FAVOR OF: PUGET SOUND POWER & LIGHT COMPANY, A WASHINGTON CORPORATION FOR: UNDERGROUND ELECTRIC TRANSMISSION AND/OR DISTRIBUTION SYSTEM AFFECTS: AS DESCRIBED THEREIN "AS CONSTRUCTED" ITEM 9 TERMS AND CONDITIONS OF ORDINANCE NO. 1129 OF THE CITY OF TUKWILA AS FOLLOWS: THE INDIVIDUALS AND/OR CORPORATIONS ACQUIRING THE LAND TO BE VACATED SHALL FURNISH, TO EACH OTHER, A PERPETUAL EASEMENT GRANTING ACCESS RIGHTS TO THEIR INDIVIDUAL PROPERTIES AS APPROPRIATE. "PLOTTED ON MAP" ITEM 10 EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING INFORMATION: OCTOBER 24, 1979 UNDER RECORDING NO. 7910240948 FOR: ROAD AND UTILITY AFFECTS: AS DESCRIBED HEREIN DOCUMENT(S) DECLARING MODIFICATIONS THEREOF RECORDED DECEMBER 22, 1981 AS RECORDING NO. 8112220729 OF OFFICIAL RECORDS. "PLOTTED ON MAP" ITEM 11 EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING INFORMATION: OCTOBER 24, 1979 UNDER RECORDING NO. 7910240949 IN FAVOR OF: JAMES S. HUNTINGTON AND HELEN DIANE HUNTINGTON, HUSBAND AND WIFE AND KING COUNTY HOUSING AUTHORITY, A MUNICIPAL CORPORATIONI FOR: THE INSTALLATION, OPERATING AND MAINTENANCE OF UNDERGROUND AND OVERHEAD UTILITIES INCLUDING, WITHOUT LIMITATION THERETO, A STORM SEWER AND FOR PEDESTRIAN AND VEHICULAR INGRESS TO AND EGRESS FROM AFFECTS: AS DESCRIBED THEREIN "PLOTTED ON MAP" ITEM 12 EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING INFORMATION: MARCH 3, 1982 UNDER RECORDING NO. 8203030259 IN FAVOR OF: P&L COMPANY, A WASHINGTON PARTNERSHIP, COMPOSED OF JOSEPH W. LYNCH AND ROBERT L. PATERSON FOR: INSTALLATION, OPERATION AND MAINTENANCE OF UNDERGROUND AND OVERHEAD UTILITIES, INCLUDING WITHOUT LIMITATION THERETO, STORM SEWERS, AND FOR PEDESTRIAN AND VEHICULAR INGRESS AND EGRESS AFFECTS: AS DESCRIBED THEREIN CONSENT TO SAID EASEMENT BY NEW YORK LIFE INSURANCE COMPANY WAS RECORDED NOVEMBER 18, 1982 UNDER RECORDING NO. 8211180662. "PLOTTED ON MAP" ITEM 13 EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING INFORMATION: FEBRUARY 26, 1988 UNDER RECORDING NO. 8802260535 IN FAVOR OF: CITY OF TUKWILA, A MUNICIPAL CORPORATION FOR: ROADWAY AND UTILITIES AFFECTS: AS DESCRIBED THEREIN "PLOTTED ON MAP" ITEM 14 CONDITIONS, NOTES, EASEMENTS, PROVISIONS CONTAINED AND/OR DELINEATED ON THE FACE OF THE SURVEY RECORDED APRIL 19, 1991 UNDER RECORDING NO. 9104199008 , IN VOLUME 79 OF SURVEYS, AT PAGE 275, 1N KING COUNTY, WASHINGTON. THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "PARKING AGREEMENT" RECORDED DECEMBER 14, 1994 AS RECORDING NO. 9412140117 OF OFFICIAL RECORDS. ITEM 16 THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "OPTION TO PURCHASE" RECORDED DECEMBER 18, 2003 AS RECORDING NO. 20031218000450 OF OFFICIAL RECORDS. ITEM 17 THE TERMS, PROVISIONS AND EASEMENT(S) CONTAINED IN THE DOCUMENT ENTITLED "DRIVEWAY ENCROACHMENT EASEMENT AGREEMENT" RECORDED AUGUST 5, 2005 AS RECORDING NO. 20050805002096 OF OFFICIAL RECORDS. "PLOTTED ON MAP" ITEM 18 MCONTAINED IN THE DOCUMENT ENTITLED THE TERMS, PROVISIONS AND EASEMENT(S) "RIGHT-OF-WAY USE AGREEMENT BETWEEN THE CITY OF TUKWILA AND MS1 6400 TUKWILA, LLC FOR PLACEMENT OF A MONUMENT SIGN WITHIN THE PUBLIC RIGHT -OF- WAY OF SOUTHCENTER BOULEVARD" RECORDED MARCH 13, 2013 AS RECORDING NO. 20130313000080 OF OFFICIAL RECORDS. "CANNOT PLOT, LOCATION NOT DEFINED BY DOCUMENT" SOUND HEALTH 6400 SOUTHCENTER BLVD. FLOOR TUKWILA, 1 WA 98188 - —'~ IDS DRI AY ENCROACHMENT it 314.33' RIGHT OF WAY N01 34'33"E , EA ENT AGREEMENT 4 , REC DING N0. 20050805 ` , o / � • 4 / ; I • 4)6/ DRIVEWAY '. '' i ASPWALT DRIVEWAY 0 / APRON '; ; :' G�MENTAL NOTE: CURB'S IN PARKING ITEM 12 LOT ARE EXTRUDED I .• �o / .. •• • '•. RO EA DWAY AND UTILITY \`9 / Q 4 • :..:: ENT UNDERI \ RE N0.8203030259 .-- d °• •a --`�--- G • [ r • ' "V�lR1ABLE WIDTH" 4 - - -� G G • ; `, - - O+ / - - - � POT . , I In '�'�� qP. V , ' .� Ga I \ G 0 —,Gco . .. ,.� 13 ��,5, I 4 I I II / / 2oO ni y 60 . • , .� / / / \ \ co (13 O, / ;1'vs '' 9'621* �"') isiilii/IV/ft/in/477/47iii�iiii//77//7////////7/ // v' / 2 :.: rncrl 106. o'73 o F` cps = c 1 iii •--'k 6�6 / \ \ �6 ,(� • crl 1 / �' o ` ) Q n ac o) R 4 'y / \ as '' •• ASPHALT PARKING ITEM 12 ROADWAY AND U1TU �� 0° 1 ' • \ ", OJ Z EASEMENT UNDER ,o'r . O ' 11 z8 06 �� AREA REC. N0.8203030259 / ° c'�� �O ,. N Q VARIABLE WIDTH a oar ° • WALKWAY \ -O ' a, i ID ® 9 0 •' �/. V /- .v °' \ \ �� Q , G 1 °° ' ' " '' _- •'a '; •'' _ • 17 9' v.. ' ' Air; •°: w '• \ \ `'� . .' . : . .. • n ? •j 9• ' ' - 6 13.6' - \.\ _ 11 _ 0 / l ° ' • . � , \ -4 \ I Py�O? .. a ' O I STAIRS ASPHALT � 02 STORY N .a a PARKING o REINFORCED CONCRETE CONCRETE •° •• gyp% � °' •. -C S. AREA BUILDING FOOTPRINT RETAINING WALL '�'• �''m- y \ AREA 17,331 SOFT.+/- "TYPICAL" '�p0 o �• ::' ' o --. 9 �1 y \ • o `T' ' •.o NOTE: . ' ' d• AREA PER ASSESSOR: �' ,. �O r •• �� 11 to I 18.6' GROSS - 33,795 SQ.FT. i ° \--\- •'• -1• GO�y� `� 1 CURB'S IN PARKING LOT ARE EXTRUDED ' v • NET or 33,795 SQ.FT. cP- 8- • � 11 i d• a' : v • ITEM 12 ROADWAY AND U UTY ""•TUKWILA, ADDRESS: 16.2' 6400 SOUTHCENTER BOULEVARD WA. 98188 i 1 ,. \o. - .' \o, °• 4 EASEMENT UNDER rn �' REC. NO.820303 "VARIABLE W1D 59 ® ® ° :'. I BUILDING HEIGHT • 26.0' +/- f °,•.' . N �• 01 6: a " . / ' TULLY PROJECT NO.: 16.53.01 SCALE: 1/8" =11-0" U.O.N ISSUE: REVIEW DATE: 02.22.17 ISSUE: B I D DATE: 02.27.17 REVISION e :3.1.17 TENANT REV. / •. . , , • o '' • d- N a.. N --,• ;''.. N-� ° .4VAL190Y • o• ; rn, a ° : % °' ° - __ a.. ' I 16.0' - - • '•" 115.3' — - - - ::�.:1__ °. _ ,\ _ ":• a ® 16.7' - - ,: •?s- - - " ' • ' �' ' ) / s- . : . ° ' ITEM 12 ROADWAY AND U71UTY �I p'<`'P'� Jf,`� •• 11 • • 't �! ° EASEMENT UNDER ASPHALT REC. N0.8203030259 PARKING "VARIABLE WIDTH" / "? - .: ° ` o ® - AREA ' . ,' �- �) V 4.4683" �- ( ® 119'5 - — - _ 11 Q 0D q • °' , '. 107.2' - - - - - - - - — �, ...c •. ISSUE: PERMIT DATE: 3.2.17 . (•'. •WALKWAY• • V `. °• '' :I. 4 - - - .'m o' ..' •° • ' sa° °' . ' l a '' RAILROAD 11E� - -.� 3 : Qo Q . • ' RETAIN° WALL �° wa•LKWAY •, : '. I ITEM 13 ROADWAY AND UTILITY 0, ,y.. •v DUMPSTER : . SEMENT UNDER Ilik I - I N RECORDING N0.8802260535. 9i REVIEWED FOR J •,, POINT OF 1,336.78 'W Of SE COR. SEC. BEGINNING 448.62' NO1 '34'33"E & 1,501.50'N 23-23N-4E•MAR TAX PARCEL NO. 0003200005 OWNER: CITY OF TUKWILA ZONED: 0 ` SITE P LAN Al . o APPROVEDcE 14 2017 • • ' City of Tukwila BUILDING DIVISION 1 RECEIVED ����� � � ���� �{���,,• CITY OF TUKWILA GRAPHIC SCALE MAR 02 2011 N ORTH _ _ _ 20 40 60 PERMIT CENTER • DEMOLITION NOTES -11 / /\\ J L 1. Patch & repair floor, GWB and wall partitions affected by demolition, and/or in need of repair as necessary to match existing unless otherwise noted. 2. All materials removed during demo which are reusable are to be returned to building owner at Building Owners option. 3. Contractor responsible for upgrading existing partitions at areas of new work to comply with current seismic bracing codes. 4. Remove abandoned cable from ceiling plenum. 5. Patch and repair all perimeter mullions and sills where existing partitions have been removed. 6. Provide dust abatement as required to prevent disturbance to adjacent occupied premises and surrounding areas. 7. Remove or protect existing Bldg Std. window coverings during demolition. Clean prior to reinstallation. g, Restore surfaces disturbed or damaged by demolition to their original condition. 9. All demolition shall be performed in accordance with the building owner rules and regulations 10. Where occurs at demo'ed doors: Remove existing door stops at floor or wall. Patch and repair GWB. Re ove istin • • rojec ion sc eens rou • • t an retur o b ilding owner. 12. Existing Bldg. Std. suspended ceiling system and ACT to be removed 13. Existing light fixtures to be removed. 0 0 of 71— II 0 0 SECOND FLOOR STAIRS 811 First Amyl Suits 404 loath', WA 88104 to I l, 208,882,0854 TULLY ASSOCIATES 14X, x08.88Z175i0 P2 design croup t PO BOX 3436 Seattle, Washington 98083 T (206) 890-2299 SAMUEL Y. PARK STATE OF WASHINGTON 1 �i� SOUND MENTAL HEALTH 6400 SOUTHCENTER BLVD. FLOOR 1 TUKWILA, WA 98188 iii / L 10 o I 1 1 11 rf I1C) C17 1 C17 W- W 01 0 00 0 00 L C 11 1 I II I I Lk 2A �—L= —� ' _INFIli uP MEM LIQ LIQ -111 L_ 0 0 TULLY PROJECT NO.: 16.53.01 SCALE: 1/8" =1-0" U.O.N ISSUE: REVIEW DATE: 02.22.17 ISSUE: BID DATE: 02.27.17 REVISION C : 3.1.17 TENANT REV. ISSUE: PERMIT DATE: 3.2.17 NORTH ORECEIVED CITY OF TUKWILA REVIE D CODE COMPLIANCE APPROVED MAR 02 2017 NM 1.0 MAR 14 2017 PERMIT CENT PRIVATE OFFICE PRIVATE OFFICE Y OF MULLION PRIVATE OFFICE PRIVATE OFFICE PRIVATE OFFICE PRIVATE OFFICE PRIVATE OFFICE PRIVATE OFFICE PRIVATE OFFICE SHEET NOTES Y OF MULLION OF MULLION Y OF MULLISN Y OF MULLION ALIGN NEW ALIGN ,, 5'-0" HALLWAY ALIGNO-15) 2 ALIGN OPEN OFFICE PRIVATE OFFICE OPEN OFFICE 13'-8" MIN 14'-3" MIN OPEN OFFICE STORAGE RECEPTION HALLWAY FILE ROOM ALIGN 0 OF ULLION OPEN OFFICE OPEN OFFICE UNISEX ADA RESTROOM COPY/ MAIL UA RESTROOM ALIGN HALLWAY 1 III jile i L OF MULLION PRIVATE OFFICE Y OF MULLIO IT S ORAGE TYP PRIVATE OFFICE HALLWAY PRIVATE OFFICE PRIVATE OFFICE -OC OF MULLI ELEC. RM. Existing partitions — install insulation in partition and blanket insulation above ceiling extending 2'—O" either side of partition (confirm if insulation is existing). Verify existing wall thickness when framing new partition to align. Existing moveable wall to remain. Furr out columns to minimal dimension. Provide and install wireless outdoor commercial grade automatic door actuator. Mount on existing wall adjacent to card reader. Remove all toilet fixtures, toilet partitions and casework and provide and install new. Ref Elevations for specifications. Relocate plumbing for new toilet to meet ADA requirement for 18" center of fixture to wall. Ref Elevations Provide new floor drains as nec. Provide and install appropriate backing in wall for wall mounted flat screen TV. Provide & install 4'—O" x 6'-0" Eisys, Satin Non—Glare Face Magnetic Marker Board — Starphire on White, frameless glass, 1/4" tempered Provide & install 3'-0" x 4'—O" Eisys, Satin Non—Glare Face Magnetic Marker Board — Starphire on White, frameless glass, 1/4" tempered. No in wall backing required. Provide & install 4'—O" x 8'—O" Eisys, Satin Non—Glare Face Magnetic Marker Board — Starphire on White, frameless glass, 1/4" tempered. OPEN OF MULLION OFFICE PRIVATE OFFICE ALIGN HALLWAY 111111••••• 1111•1111.1•11111•11 III III HIMWIIIIIIIIMINIIIMEN11111•11111•11111110111•1 1111111=11.1•MIIIIMMINI PRIVATE OFFICE Oil, Y OF MULLION NEW FEC OPEN OFFICE 146 OPEN OFFICE OPEN OFFICE PRIVATE OFFICE MOTHER'S RM. 145 ALIGN MEN'S RR JANITOR CLOSET e- OF MULLION //// PRIVATE OFFICE CONF RM z 0 DN z LIGN OND FLOOR STAIR —Z/ {r C X4'.0%1' 0•-/ HOT H2O UNIT COPY/ PRINT PRIVATE OFFICE SPRINK. CLOS ALIGN NORTH OF MULLION PRIVATE OFFICE ALIGN OALIGN 2 UNISEX ADA RR 4'-1 3/4" ALIGN FEC 10'-0" MIN VIF HALLWA OC OF MULLION PRIVATE OFFICE OF MULLION PRIVATE OFFICE OC OF MULLION RECEIVED CITY OF TUKWILA PRIVATE MAR 02 2011 OFFICE ERMIT CENTER OC -OF MULLION TYP PRIVATE OFFICE .• 811 Flf:t Amu, Sults 4114 Slants, WA 111104 T U L LY 181, 208,882,0154 ASSOCIATES tax. 208.88211510 P2 desic n croup PO BOX 3436 Seattle, Washington 98083 T (206) 890-2299 4619 REGISTERED ARCHITECT SAMUEL Y. PARK STATE OF WASHINGTON SOUND MENTAL HEALTH 6400 SOUTHCENTER BLVD. FLOOR 1 TUKWILA, WA 98188 TULLY PROJECT NO.: 16.53.01 SCALE: 1/8" =1-0" U.O.N ISSUE: REVIEW DATE: 0222.17 ISSUE: BID DATE: 02.27.17 REVISION e : 3.1.17 TENANT REV. ISSUE: PERMIT DATE: 3.2.17 CONSTRUCTION PLAN REVIEWED FOR CODE COMPLIANCE APPROVED PRIVATE OFFICE CONF. RM. CONF. RM. OF MULLION OF MULLION COPY/ PRINT MAR 14 2017 City of Tukwila ILDING DIVISION WALL SCHEDULE 8c SYMBOLS LEGEND - - - - Existing partition/construction items to be removed. Existing partition/construction to remain. I III III III III III 1 New Building Standard Sound Partition: 2 1/2" 25 gauge galvanized steel studs © 24" 0.C. from floor to underside of suspended ceiling system. One layer 5/8" Type "X" GWB both sides. Install 2 1/2" unfaced mineral fiber in stud cavity continuous from floor to ceiling. Install 6" batt insulation horizontally atop ceiling tiles, extending 2'-0" from either side of the center of the sound partition. Ref. Detail 2a, Sheet D-8 New Building Standard Partition: 2 1/2" 25 gauge galvanized steel studs © 24" 0.C. from floor to underside of GWB. One layer 5/8" Type "X" GWB both sides. Ref. Detail 1, Sheet D-8 New Building Standard Partition: 3 1/2" 25 gauge galvanized steel studs © 24" 0.C. from floor to underside of GWB. One layer 5/8" Type "X" GWB both sides. Ref. Detail 1, Sheet D-8, SIM. I..I HI r[ III III1 New Building Standard Plumbing Partition: 4 1/2" 25 gauge galvanized steel studs © 24" 0.C. from floor to underside of GWB ceiling. One layer 5/8" Type "X" GWB both sides. Install 4 1/2" unfaced mineral fiber in stud cavity continuours from floor to ceiling. Ref. Detail 3, Sheet D-8 /I///A FEC CWo New Building Standard Partition: 2 1/2" 25 gauge galvanized steel studs © 24" 0.C. from floor to underside of suspended. ceiling system. One layer 5/8" Type "X" GWB on one side of wall & two layers of GWB on the other side. Install 2 1/2" unfaced mineral fiber in stud cavity continuous from floor to ceiling. Install 6" batt insulation horizontally atop ceiling tiles, extending 2'-0" from either side of the center of the sound partition. Ref. Detail 2b, Sheet D-8. New Partial Height Partition: 2-1/2" 25 gauge galvanized steel studs © 24" 0.C. in 2-1/2" steel runners with 5/8" Type "X' GWB both sides from floor to height indicated. Install steel support post as necessary. Ref. Detail 5 & 6, Sheet D-8. New Bldg. Std. full height relite with 3/8" thick clear tempered glazing in Timely or equal aluminum frame. Apply 3M film at all locations (confirm) Ref. Details 3, 4, 5 & 6, Sheet D-9. Building standard Fire Extinguisher and Semi—Recessed Cabinet. Existing door to remain unless otherwise noted. Reference sheet notes for new hardware type. New Building Standard 1/4" copper cold water line for coffeemaker & refrigerator with ice maker. Locate at 30" AFF. Tenant's coffee vendor to drill hole through countertop to connect water line to coffeemaker GENERAL NOTES 1. Provide Fire—Treated wood blocking or 6" metal backing behind all new' wall—mounted casework and shelves. Reference Note 10/Sheet A-0.0. 2. Partitions abutting exterior columns or window mullions are to be centered on those elements unless otherwise noted. See detail 7/D-9 for partition at mullion, typ. RECEIVED CITY OF TUKWILA MAR 02 2017 PERMIT CENTER 811 first Arum Sults 404 Sunlit, WA 88104 T U L LY t$ l` 208,882.0854 ASSOCIATES tax. 206Y882x7010 P2 design croup tiO 04 lo) PO BOX 3436 Seattle, Washington T (206) 890-2299 98083 4619 REGISTERED ARCHITECT SAMUEL Y. PARK STATE OF WASHINGTON SOUND MENTAL HEALTH 6400 SOUTHCENTER BLVD. FLOOR 1 TUKWILA, WA 98188 TULLY PROJECT NO.: 16.53.01 SCALE: 1/8" =1'-0" U.O.N ISSUE: REVIEW DATE: 02.22.17 ISSUE: BID DATE: 02.27.17 REVISION : 3.1.17 TENANT REV. ISSUE: PERMIT DATE: 3.2.17 v v v CONSTRUCTION NOTES A-11 FOR CODE COMPLIANCE APPROVED MAR 14 2017 City of Tukwila BUILDING DIVISION PRIVATE OFFICE START GRID PRIVATE OFFICE 116 PRIVATE OFFICE 1'-6" PRIVATE OFFICE PRIVATE OFFICE 113 PRIVATE OFFICE 112 PRIVATE OFFICE PRIVATE OFFICE PRIVATE OFFICE OPEN OFFICE STORAGE 102 RECEPTION OPEN OFFICE 120 OPEN OFFICE 121 SHEET NOTES New GWB ceiling. Ref. Detail 10/D-8. Existing GWB ceiling, lighting & switching to remain. Patch and repair as nec. Paint P-1 semi—gloss Provide and install Exhaust Fan Existing ceiling and lighting to remain. Remove and relocate thermostat from column. PRIVATE OFFICE PRIVATE OFFICE PRIVATE OFFICE OPEN OFFICE OPEN OFFICE PRIVATE OFFICE 132 PRIVATE OFFICE 133 PRIVATE OFFICE STAIR Fl- 0 D A 0 F2 of o` F 4 7 of 2 2 SECOND FLOOR STAIRS NORTH PRIVATE OFFICE 146 PRIVATE OFFICE CONF. RM. CONF. RM. COPY/ PRINT RECEIVED CITY OF TUKWILA MAR 02 2011 PERMIT CENTER PRIVATE OFFICE PRIVATE OFFICE 153 PRIVATE OFFICE 152 PRIVATE OFFICE 811 First Avenue Sults 404 Seattle. WA 80104 T U L LY t' 1" ASSOCIATES taX1 208.882,0854 208.682,7510 P2 design group ? PO BOX 3436 Seattle, Washington 98083 T (206) 890-2299 4619 REGISTERED ARCHITECT SAMUEL Y. PARK STATE OF WASHINGTON SOUND MENTAL HEALTH 6400 SOUTHCENTER BLVD. FLOOR 1 TUKWILA, WA 98188 TULLY PROJECT NO.: 16.53.01 SCALE: 1/8" =11-0" U.O.N ISSUE: REVIEW DATE: 02.22.17 ISSUE: BID DATE: 02.27.17 REVISION e : 3.1.17 TENANT REV. ISSUE: PERMIT DATE: 3.2.17 REFLECTED CEILING PLAN A-1.2 REVIEWED FOR CODE ROVED MAR 14 2011 of Tukwila ING DIVISION REFLECTED CEILING PLAN SYMBOLS LEGEND REFLECTED CEILING PLAN NOTES ' \ 1. The Reflected Ceiling Plan shows the location and critical dimensions of lighting fixtures, fans, etc. Circuiting and power layouts will be developed by the buildingr��w=Aa„ Owner/ Engineer and submitted under separate permit. All deviations in fixture$ location must be approved by Tully & Associates prior to installation. It is the responsibility of the Electrical Engineer/Contractor to maintain compliance with all Codes. Discrepancies shall be called to the attention of the Tully & Assocs. 2. All fluorescent downlight fixtures to be controlled with switches unless otherwise indicated. Lower case letters indicate light fixtures to be controlled on the same switch. ASSOCIATES 811 First Him 4 0 4 �'$$ffl$„ A 1 4 tali 2881882„8S r4 fax' 288802 7 i 0 3. Deviations from this layout may occur due to ,existing conditions. Verify all fixtures. NOTE: Lower case letter indicates light group designation. modifications with Tully & Associates prior to clipping of 4. Do not cut "Main Tees." Notify Tully & Associates of conflicts. NEW or Relocated Bldg Std 2x4 Recessed Direct/Indirect light fixture Lithonia Avante 2 32 W lamps, T8 ballast 5. Locations & specifications of smoke detectors & fire horns to be the responsibility of electronic Spec: Lithonia 2AVG232MDRMVOLTGEB1015, PWS 1836 LPPM841 Reference Detail 10/D-8 for seismic bracing detail the approved subcontractor. 6. Light Fixtures, horns, exit signs and all other electrical fixtures shall be centered in Acoustical Ceiling Tile unless otherwise noted. P2 design croup Po BOX 3436 Seattle, Washington 98083 • NEW Bldg Std 2x4 Recessed Direct/Indirect light fixture on Emergency circuit or battery backup 7. New and relocated light fixtures to be seismically braced to structure above Detail 9/D-8.6 T (206) 890-2299 Reference Detail 10/D-8 for seismic bracing detail All HVAC Mechanical work to beperformed byGeneral Contractor. 8. / 111, NEW Bldg Std 2x2 Recessed Direct/Indirect light fixture with frame Owner to review/approve design prior to construction. 9. Daylight and Automatic Shut—off Controls to meet 2015 WA State Energy Code. Lithonia Avante 2 24 W lamps. Spec: Lithonia (Similar to 2x4 fixture) Coordinate with Bldg. Owner for Building Standard sensors/switching. 4619 REGISTERED Reference Detail 10/D-8 for seismic bracing detail 10. HVAC contractor to coordinate locations for access panels in hard lid areas. ayes` NEW Bldg Std 2x2 Recessed Direct/Indirect light fixture with frame Lithonia Avante 2 24 W lamps. 11. All HVAC supply and return diffusers in hard lid to be linear. SAMUEL Y. PARK STATE OF WASHINGTON Spec: Lithonia (Similar to 2x4 fixture) on Emergency circuit or battery backup Reference Detail 10/D-8 for seismic bracini detail EF NEW Bldg Std Exhaust Fan Maintenance to be included during warranty period 1 NEW Wall Sconce — to be direct wall mounted horizontally @ +6'-8" AFF to bottom F1 of fixture.. Spec: Prudential Lighting P46 Direct/Indirect Linear fixture 1T5/1T5, SAL, YPE, D8R, WM SOUND , 1 E F1 Size: Refer to plan, length varies. Use 1 21/8" x 4" j—box. "E" Indicates fixture to have emergency battery backup. F1-3': 3'—O" F1-4': 4'-0" F1-8': 8'-0" New Recessed 4.5" LED Downlight —21 Watt/13 LED F2 Focal Point: FL4D-15LED—L35—LD1—VOLT—RO—T—OPTIONS—L4—RO—DN—CD—WP E Reference switching where dimmable ballast is required. "E" Indicates fixture on emergency circuit or battery backup. New Wall Washer 4.5" LED Wallwasher —23 Watt/13 LED. ' MENTAL HEALTH 6400 SOUTHCENTER BLVD. FLOOR 1 TUKWILA, WA 98188 F3 Focal Point: FL4W-15LED—L35—LD1—VOLT—RO—T—OPTIONS—L4—RO—WW—CD—WP Reference switching where dimmable ballast is required. NEW Pendant Light — at Break Room @ +7'-6" AFF to bottom of Fixture. F4 Vibia: Rhythm 2112-58 off—white matte lacquer 18.5" x 56" 30 LED strip 30V 2.9W ea. Dimmable NEW Wall Sconce — at new restrooms F5 Spec: Focal Point " Avenue D" direct/indirect FAVDW—SR, 4'-0" Fixture. _ _ NEW Low Wattage LED Soffit Lighting — at reception areas F6 Focal Point FTRL—AC—LL1—L35-1C—XX—LDI—XF—WH—XX NEW LED Cove Light — at reception areas F7 Spec: WAC Lighting "InvisiLED Pro 2", 24V High Output LED Tape Light with dimmer 7W 3500 K Provide fixtures as needed to run entire length and width of soffit. NEW Wall Mounted Fluorescent Fixture — locations at restroom F8 Spec: Lightolier "Helios" 5412PC, horizontal wall mount + NEW Pendant Light — at Break Room F9 ---I F10 3 Spec: Lindsley Tule Pendant Size Custom 9" High x 4" Dia. 3500 K, 3000 Lumens, White gloss Finish, 60 degree beam reflector Driver: 1% Dimming 0-10V — EldoLED ECODrive EC0561S NEW undercabinet lighting Spec: WAC Straight Edge LS—LED 4500K Remote hard wired. size to be verified. a Single — Pole Switch. Mount centerline at 46" A.F.F. Gang new multiple switch plates. fLower case indicates light fixture group designation. EF indicates new switch for Exhaust Fan. a 3 — way Switch. Mount centerline at 46" A.F.F. Lower case letter indicates light group designation. . , TULLY PROJECT NO.:16.53.01 SCALE: 1l8�� _ —1-0�� U.O.N ISSUE: REVIEW DATE: 02.22.17 ISSUE: BID DATE: 02.27.17 D "D" indicates switch to be on dimmer Building Standard Ceiling Hung EXIT Light, Arrow indicates direction of exit. RECEIVED REVISION : 3.1.17 TENANT REV. ISSUE: PERMIT DATE: 3.2.17 NEW Bldg. Std. suspended ceiling grid and ACT to match 2nd floor. +/-8'-5" AFF. Install at height to match existing . Ref Details 7 and 8/D-8 CITY OF TUKWILA MAR 02 2017 REFLECTED CEILING PLAN for seismic bracing details PERMIT CENTER NOTES REVIEWED FOR CODE COMPLIANCE APPROVED NEW GWB ceiling. Ref Detail 10/D-8 for details. MAR 14 2017 A— a , 2City of Tukwila �� � 4 xq � �� UILDING DIVISION t Y NEW Armstrong Woodworks Grille: Finish Walnut. Reference Detail 7 and 8/D-7 and 7 and 8/D-8 for seismic bracing details a, PRIVATE OFFICE 114 PRIVATE OFFICE PRIVATE OFFICE PRIVATE OFFICE PRIVATE OFFICE PRIVATE OFFICE SHEET NOTES 113 PRIVATE OFFICE N ® N+6e"AFF N 0 N +60" AFF New wiremold to match existing Install 2" conduit in wall behind mounted plasma screen extending from floor core to ceiling above partition. Provide floor core in wall behind Plasma Screen. Install 2" conduit from AV equipment cabinet to floor core under conference table. N +60" AFF N +60" AFF N N+6 "AFF ®N N+6 " AFF O N HALLWAY HALLWAY OPEN OFFICE PRIVATE III OFFICE N PRIVATE OFFICE CONF. RM. OPEN OFFICE PRIVATE OFFICE STORAGE Provide 2" Dia. sleeve at floor core for cable run. Exact location to be confirmed with SMH IT Department. OPEN OFFICE RECEPTION n Provide power above ceiling for tenant provided and installed projectors Location to be determined by tenant. Provide power in ceiling for tenant provided and installed motorized projection screens. Location to be determined by tenant. Remove existing electrical. Patch and repair wall. Relocate existing receptacles to +18" AFF to align with new. Provide and install wireless outdoor commercial grade automatic door actuator. Mount on existing wall adjacent to card reader. HALLWAY +44"AFF +44"AFF COPY/ „MAIL PRIVATE OFFICE OPEN OFFICE + 28" AFF UNISEX ADA RESTROOM UNISEX AD RESTROOM PRIVATE OFFICE IT STORAGE OPEN OFFICE EXISTING POWER TO REMAIN HALLWAY PRIVATE OFFICE 162 EXISTING POWER TO REMAIN ELEC. RM. OPEN OFFICE PRIVATE OFFICE HALLWAY c OPEN OFFICE 0 V Ov DN 11 SECOND FLOOR STAIRS OPEN OFFICE 159 il 0 0 MOTHER'S RM. MEN'S RR WOMEN'S RR I 11 11 TAEC(� E/CHAIi STORAGE RM. PRIVATE OFFICE 158 PRIVATE OFFICE N +60" N HALLWAY PRIVATE OFFICE fT H2O EXISTING POWER N UNIT THIS ROOM TO 136 REMAIN n SPRINK. CLOS +43" GFI CONF RM N + 23 AFF 44" AFF STAIR RECEIVED CITY OF TUKWILA MAR 02 2011 rdiq N UNISEX ADA RR lISEX ADA RR 3N HALLWAY PERMIT CENTER PRIVATE OFFICE +46" AF ., +46" AFF +46" AFF Nn +46" AF PRIVATE OFFICE 146 HALLWA 000000 00000000 COAT CLO PRIVATE OFFICE N+44"AFF N + 44" AFF N + 44" AFF PRIVATE OFFICE NOD 0000 00000000 PRIVATE OFFICE 611 First Avenue Seita 404 :nattily WA 98104 T U L L Y t 8 1. 208.882.0954 ASSOCIATES 'axe 208.$82.75iu P2 desicn croup fos, PO BOX 3436 Seattle, Washington 98083 T (206) 890-2299 4619 REGISTERED ARCHITECT SAMUEL Y. PARK STATE OF WASHINGTON SOUND MENTAL HEALTH 6400 SOUTHCENTER BLVD. FLOOR 1 TUKWILA, WA 98188 TULLY PROJECT NO.: 16.53.01 SCALE: 1/8" =1'-0" U.O.N ISSUE: REVIEW DATE: 02.22.17 ISSUE: BID DATE: 02.27.17 REVISION : 3.1.17 TENANT REV. ISSUE: PERMIT DATE: 3.2.17 POWER & COMMUNIC NORTH PRIVATE OFFICE 147 CONF. RM. CONF. RM. COPY/ PRINT 150 148 149 A-1.3 D 0 CODE COMPLIANCE APPROVED MAR 142017 of Tukwila ANG DIVISION I--UVVCr\ OC. I..VIVIIVIUINII..H I IUIVJ J I IVIDULJ LCVCINU NOTE: ALL POWER & COMMUNICATION SYMBOLS ON THIS PLAN MARKED WITH "N" INDICATES NEW DEVICE OR FIXTURE. Indicates existing blank receptacles to be removed, patch & paint GWB. Remove existing floor monument. Remove wiring and fire -stop core to maintain requirements for fire -rated separation. Indicates existing receptacles to be abandoned with blank cover plate. - — — - Existing wiremold to remain U.O.N. IG 20 A J -CR T NF Building Standard 15 Amp Duplex receptacle. Mount @ 18" AFF unless otherwise indicated. Maximum 6 receptacles per branch circuit. Receptacle color ivory Building Standard Double Duplex receptacle. Mount @ 18" AFF unless otherwise indicated. Maximum 4 receptacles per branch circuit. Receptacle color ivory. Building Standard dedicated Isolated Ground 20 Amp 4-plex receptacle. NEMA 5-20R Dedicated computer power. One receptacle per circui. Separate neutral andround for each circuit. Receptacle color orange. Mount @ 18 AFF unless otherwise noted. Dedicated 20 Amp Duplex Receptacle. Mount @ 18" AFF unless otherwise noted. One receptacle per circuit. Receptacle color ivory. "Coffee Maker" Dedicated 20 Amp Duplex Receptacle w/12hr timer. Mount @ 44" AFF unless otherwise noted. One receptacle per circuit. Receptacle color ivory. Voice/Data Outlet: Mount @18"AFF unless otherwise noted. Provide mudring and pull -string to head of wall. N New flush mount,,d floor monument with one 4-plex receptacle and one voice/data outlet. Maximum core 4 dia. New Wall Junction Box: Provide bui ding power for distribution through furniture system. Provide mudring for Phone/Data cable for distribution in furniture system raceway. All power/data requirements to be confirmed and coordinated with the tenant and furniture vendor. d ger ' ov'�� -:� ani _• d ' .r ••nt _-curity sytem card reader device. Mount at -2" to C.L. yp (to align w/ door lever height . POWER & COMMUNICATIONS NOTES The Power & Communications Plan shows the location and critical dimensions of outlets. Circuiting and power layouts will be developed by the Engineer and submitted under a separate permit. All deviations in dimensioned outlets must be approved by Tully & Associates before installation. It is the responsibility of the Electrical Engineer/Contractor to maintain compliance with all Codes. Discrepancies should be called to the attention of Tully & Associates. Cabling and pinning - Tenant's vendor is responsible for coordination of cabling and pinning of all computer equipment and phones with General Contractor. All electrical requirements for items located in casework, millwork & furniture are the responsibility of the Electrical Contractor except as noted. All phone and data cabling to be provided by Bldg Owner's vendor but contracted w/ GC. Smoke detector, strobe lights & fire horn locations & specifications are to be the responsibility of the approved Subcontractor. Verify locations of strobe lights with Tully & Associates prior to installation to avoid interference with furniture system. RECEIVED CITY OF TUKWILA MAR 02 2011 PERMIT CENTER 8i1 First Hague Saute 404 Seattle, WA 80104 T U L LY SSI. 205.8820854 ASSOCIATES 11X. 208,882.7518 P2 cesicn croup cd) PO BOX 3436 Seattle, Washington 98083 T (206) 890-2299 4619 REGISTERED ARCHITECT SAMUEL Y. PARK STATE OF WASHINGTON SOUND MENTAL HEALTH 6400 SOUTHCENTER BLVD. FLOOR 1 TUKWILA, WA 98188 TULLY PROJECT NO.: 16.53.01 SCALE: 1/8" =1-0" U.O.N ISSUE: REVIEW DATE: 02.22.17 ISSUE: BID DATE: 02.27.17 REVISION/\ : 3.1.17 TENANT REV. ISSUE: PERMIT DATE: 3.2.17 POWER & COMMUNICATIONS NOTES A -1.3a REVIEWED FOR CODE COMPLIANCE APPROVED MAR 14 2017 City of Tukwila UILDING DIVISION PRIVATE OFFICE PRIVATE OFFICE PRIVATE OFFICE PRIVATE OFFICE PRIVATE OFFICE PRIVATE OFFICE SHEET NOTES PRIVATE OFFICE 115 Existing finishes to remain in Electrical Room #124, Sprinkler Closet # 137, & Janitor Closet # 142. Remove existing floor tile in Unisex ADA Restrooms # 127, 128, 138, 139 & 142, Women's Restroom #143 & Men's Restroom #144. Provide and install new Linoleum. See finish schedule for spec. 811 First Avenue Sults 404hattlev WA 88104 T U L LY tel. 206.882.0854 ASSOCIATES lex. 2081882,7510 OPEN OFFICE PRIVATE OFFICE CONF. RM. PRIVATE OFFICE 116 PRIVATE OFFICE 117 OPEN OFFICE P2 desicn croup ei PO BOX 3436 Seattle, Washington 98083 T (206) 890-2299 STORAGE OPEN OFFICE 4619 REGISTERED ARCHITECT RECEPTION SAMUEL Y. PARK STATE OF WASHINGTON FILE TYP ROOM 9 130 D-9 LVT rRBMN !WI IN 6\ Mil MMINIMM1,111W.M.L..47 r.Annimam MI MI EMPIIMI IM MN 411M AO l --1-,l- �� �I�JIt•MEM1- t•�=1 /'1171- / lierOW;AlI.1-MrALD 9 irr�� ��� 1,11., 1��7�-��- i t•A �.� -I�SMIii ISINI•1•11111M OW PRIVATE OFFICE OPEN OFFICE 120 111111 �-I.�J SY��J\I�! M=J SYNrf.l.iq 0ANI_Hl\.III/.\'/, ' . PRIVATE OFFICE 166 OPEN OFFICE RR8N( ' l OM, 7 / 123 I / / / / , HALLWAY PRIVATE OFFICE PRIVATE OFFICE 162 X DN LVT3GPT ELEC. RM. OPEN OFFICE SOUND MENTAL HEALTH 6400 SOUTHCENTER BLVD. FLOOR 1 TUKWILA, WA 98188 PRIVATE OFFICE / / / / l , ' / / / / / , , ' / / ' / / / ' SECOND FLOOR STAIRS '' / / / 7 / •r ..___ _ / , OPEN OFFICE PRIVATE OFFICE OPEN OFFICE OPEN OFFICE TABLE/CHAIR STORAGE RM. PRIVATE OFFICE PRIVATE OFFICE PRIVATE OFFICE 1111 =I�M- -i1N Mrd IMMVIIRM HOT H2 UNIT CONF RM SPRINK. CLOS STAIR UNISEX UNISEX ADA RR ADA RR HALLWAY CITIM MII,A MAR 022011 OPERMIT CENTER TULLY PROJECT NO.: 16.53.01 SCALE: 1/8" =1-0" U.O.N PRIVATE OFFICE PRIVATE OFFICE 146 HALLWA COAT CLO T PRIVATE OFFICE 153 ISSUE: REVIEW DATE: 02.22.17 ISSUE: BID DATE: 02.27.17 REVISION 3.1.17 TENANT REV. ISSUE: PERMIT DATE: 3.2.17 PRIVATE. OFFICE PRIVATE OFFICE FLOOR FINISH PLAN REVIEWED FOR CODE COMPLIANCE APPROVED NORTH PRIVATE OFFICE CONF. RM. CONF. RM. COPY/ PRINT MAR 1 4 2017 A1 4 City of Tukwila BUIING DIVISION PRIVATE OFFICE 115 PRIVATE OFFICE 116 PRIVATE OFFICE 117 PRIVATE OFFICE 114 PRIVATE OFFICE 113 PRIVATE OFFICE 112 PRIVATE OFFICE 110 PRIVATE OFFICE 108 PRIVATE OFFICE 105 OPEN OFFICE PRIVATE OFFICE OPEN OFFICE OPEN OFFICE 120 OPEN OFFICE 121 0 0 0 COPY/ MAIL 103 UNISEX ADA RESTROOM 128 UNISEX ADA RESTROOM 127 FFINIMMI �REAK 0 \ � ROOM HALLWAY 122 123 PRIVATE OFFICE 131 PRIVATE OFFICE 132 PRIVATE OFFICE 133 HALLW 134 HALLWAY 126 WC IT STORAGE 125 ELEC. RM. 124 PRIVATE OFFICE 165 Y 411 PRIVATE OFFICE 164 OPEN OFFICE 146 HALLWAY 163 SHEET NOTES OPEN OFFICE 104 STORAGE 102 RECEPTION 101 PRIVATE OFFICE 167 PRIVATE OFFICE 166 PRIVATE OFFICE OPEN OFFICE 160 TABLE/CHAIR STORAGE RM. 135 i MOTHER'S RM. - 145 J MEWS RR 144 �Y HOT H2O UNIT 136 SPRINK. CLOS 137 O 0 -WOMEN'S RR 143 0E 10 10 C 10 O 0 10 1 JANITOR CLOSET 142 COPY/ PRINT 141 162 OPEN OFFICE 1 161 UP OPEN OFFICE 159 PRIVATE OFFICE 158 CONF RM 157 STAIR 156 DN NEW PARTIAL HEIGHT WALL TO BE PAINTED P-1, W/ STAINED WHITE OAK WOOD CAP SECOND FLOOR STAIRS R5= UNISEX ADA RR 138 UNISEX ADA RR HALLWAY 139 140 NORTH PRIVATE OFFICE 146 (w2c L1 PRIVATE OFFICE HALLWA COAT CLO T 155 PRIVATE OFFICE 147 CONF. RM. 148 CONF. RM. 149 COPY/ PRINT 150 PRIVATE OFFICE 153 PRIVATE OFFICE 152 PRIVATE OFFICE RECEIVED CITY OF TUKWILA MAR 02 2017 PERMIT Di 811 First Prom Salts 404 $8uttla, WA 88104 T U L LY t 8 l. 208182.0884 ASSOCIATES fuxx 2081,882.7810 P2 desicn croup PO BOX 3436 Seattle, Washington 98083 T (206) 890-2299 4619 REGISTERED ARCHITECT SAMUEL Y. PARK STATE OF WASHINGTON SOUND MENTAL HEALTH 6400 SOUTHCENTER BLVD. FLOOR 1 TUKWILA, WA 98188 TULLY PROJECT NO.: 16.53.01 SCALE: 118" =1'-0" U.O.N ISSUE: REVIEW DATE: 02.22.17 ISSUE: BID DATE: 02.27.17 REVISION A : 3.1.17 TENANT REV. ISSUE: PERMIT DATE: 3.2.17 WALL FINISH PLAN REVIEWED FOR CODE COMPLIANCE APPROVED A-1.5 MAR 14 2017 City of Tukwila B _.u.Li G 'VISION FINISH PLAN SYMBOLS LEGEND CPT 1 CPT 2 CPT 3 LVT 1 VCT 1 LIN 1 FLOORING: CPT -1 CARPET TILE Manufacturer: Tandus Style: Esparto 04119 Color: Icelandic 45208 Size: 24" x 24" Installation: Unidirectional NOTE: Clean and prep existing floor prior to install of new carpet. CPT -2 BROADLOOM Manufacturer: Tandus Style: Grama II 44025 Color: Ashland Slate 02448 Size: Broadloom NOTE: Clean and prep existing floor prior to install of new carpet. CPT -2 WALK OFF MATT Manufacturer: Tandus Style: Abrasive Action 02578 Color: Winter Gray 19103 Size: 24" x 24" NOTE: Clean and prep existing floor prior to install of new carpet. LVT-1 LUXURY VINYL PLANK TILE Manufacturer: Shaw Style: Uncommon Ground 6 — 0188V Color: French Grey 02500 Width: 5.91" Install per manufacturers specifications VCT -1 Vinyl Composition Tile Manufacturer: Mannington Commercial Style: Progressions Color: 55112 Pewter Size: 12" x 12" Install per manufacturers specifications LIN -1 Linoleum Manufacturer: Armstrong Style: Connection Corlon Color: 88717 Otter Gray Size: Sheet goods Install per manufacturers specifications PAINT: General Wall Paint Manufacturer: Benjamin Moore Color: OC -65 Chantilly Lace Eggshell finish UON, low VOC NOTE: Paint all walls and soffits P-1 UON NOTE: Flat finish at interior horizontal GWB soffit ()Accent Wall Paint Manufacturer: Benjamin Moore Color: 1587 Gibraltar Cliffs Eggshell finish UON, low VOC AANC Accent Wall Paint Manufacturer: Benjamin Moore Color: 1588 Gray Pinstripe Eggshell finish UON, low VOC WOOD WD -1 Wood doors, reception desk, break room. White Oak 1/4 sawn. Walnut stain to match designers sample. See Elevations NOTE: UON all walls, soffits & GWB ceilings are to be painted primer plus two coats latex paint. EGGSHELL finish © walls. FLAT finish © GWB Soffits & ceilings. SEMI—GLOSS finish © wet areas and restrooms. RB 1 BASE: RB -1 Manufacturer: Roppe Color: 193 Black Brown Note: 4" Straight Base at Carpet 4" Cove Base at LVT and SDT PL -1 PL -2 PL -3 Q-1 Indicates floor transition WALL COVERING: WALLCOVERING — Reception Manufacturer: Wolf Gordon Product ID: G 9314553 Product #: AZ52402ST Color: Strings Jazzy Blue WALLCOVERING — Group Rooms Manufacturer: Wolf Gordon Product ID: G 7993151 Product #: AZ52398ST Color: Strings Off Beat White PLASTIC LAMINATE: Plastic Laminate (VERTICAL cabinet face) Manufacturer: Formica Color: Weathered Ash 8842—WR, Woodbrush Refer to elevations for location Plastic Laminate (COUNTER TOP) Manufacturer: Wilsonart Laminate Color: D92-60 Dove Grey Refer to elevations for location Plastic Laminate (Restroom wainscot) Manufacturer: Wilsonart Laminate Color: 4843-60 Misted Zephyr Refer to elevations for location SOLID SURFACE: QUARTZ Surface Manufacturer: Pental Chroma Color: BQ200P Super White Polished Thickness: 1 1/4" Refer to elevations Reception / Conference Rm. C-1 CORIAN Surface Manufacturer: Corian Color: Linen Refer to Restroom elevations CT -1 BACKSPLASH TILE GLASS TILE Manufacturer: DAL TILE Style: Colorwave Glass Size: 2" x 12" Color: CW18 Top Hat Install horizontal Grout: Custom Building Products #165 Delorean Gray 1/8" Non—Sanded FINISH NOTES General Contractor responsible for maintaining the integrity of all existing Elevator Corridor finishes during construction. damages caused by the contractor or subcontractors will be repaired at the General Contractor s expense. All flooring transitions to be at centerline of door or opening U.O.N. RECEIVED Floor finishes and rubber base to be supplied by General Contractor. Existing fbTV OF TUKWILA & rubber base removal, and floor prep to be the responsibility of theMAR02 2017 General Contractor. All walls to be painted P-1 unless otherwise noted. PERMIT CENTER Contractor to submit finish samples to Tully & Associates for review and approval. Contractor to provide rubber transition strip at all carpet to VCT flooring locations (color to match adjacent wall base). Refer to Detail 10/D9 Contractor to provide stainless steel Schluter © carpet to LVT flooring locations. Ref similar Detail 11/D9. 811 First Arms Butts 404 $sattlsr WA 08104 tele 206.882x0084 T U L LY ASSOCIATES IOX. 20888278i0 P2 cesicn croup PO BOX 3436 Seattle, Washington 98083 T (206) 890-2299 4619 REGISTERED ARCHITECT SAMUEL Y. PARK STATE OF WASHINGTON (,) • SOUND MENTAL HEALTH 6400 SOUTHCENTER BLVD. FLOOR 1 TUKWILA, WA 98188 TULLY PROJECT NO.: 16.53.01 SCALE: 1/8" =11-0" U.O.N ISSUE: REVIEW DATE: 02.22.17 ISSUE: BID DATE: 02.27.17 REVISION, : 3.1.17 TENANT REV. ISSUE: PERMIT DATE: 3.2.17 FINISH NOTES REVIEWED FOR CODE COMPLIANCE APPROVED MAR 14 2017 City of Tukwila BUILRING DIVISION PRIVATE OFFICE 114 PRIVATE OFFICE 113 PRIVATE OFFICE 112 PRIVATE OFFICE 110 PRIVATE OFFICE PRIVATE OFFICE 105 PRIVATE OFFICE HALLWAY PRIVATE OFFICE CONF. RM. PRIVATE OFFICE 116 OPEN OFFICE PRIVATE OFFICE STORAGE RECEPTION 101 I�ALLWAY COPY/ MAIL PRIVATE OFFICE OPEN OFFICE UNISEX ADA RESTROOM UNISEX ADA RESTROOM 127 HALLWAY PRIVATE OFFICE 166 IT STORAGE OPEN OFFICE HALLWA PRIVATE OFFICE 162 ELEC. RM. OPEN OFFICE PRIVATE v�1 OFFICE C ll UU 164 HALLWAY OCCUPANCY USE: B - BUSINESS SPRINKLERED — EXITS REQUIRED 2 EXITS PROVIDED 2 (/ ll FLOOR 1- TOTAL USF 16,888 FLOOR 1- OCCUPANT LOAD 16,888/ 100 =169 OCCUPANT LOAD BREAKDOWN OCCUPANCY LOAD: ROOM: USABLE SQ. FT: CONF. RM. 148 641 CONF. RM. 149 930 BUSINESS AREAS 15,251 641/ 15 930/ 7 = 15,251/ = 100 43 133 =153 329 TOTAL OPEN OFFICE 0 OPEN OFFIC OPEN OFFICE COMMON PATH OF TRAVEL 82'-0" TABLE/CHAIR STORAGE RM. MOTHER'S RM. MEN'S RR 144 WOMEN'S RR JANJTOR CLOSET 142 PRIVATE . ;or. ��• OFFICE •. ti! — (/ ll 132 ;d lim ?j• IIS PRIVATE 0 0OFFICE C 133 PRIVATE OFFICE 158 CONF RM HALLWAY HOT H2O UNIT NO OCCUPA SPRINK. CLOS NO OE OCCUPANCY ]0 NO OCCUPANCYO° N• . ' EMERGENCY EXIT ILLUMINATION TO BE A E AND A OF EGRESS. T EXIT DISCHARGE MINIMUM " ,.�� LE ALON .:.w...,�. EMERGENCY LIGHTIN DOORWAY..*.. a.a�'" T IBC 107.2.3 & SECTION UNISEX ADA RR 138 1 1 E UNISEX ADA RR HALLWAY PRIVATE OFFICE 154 MAXIMUM COMMON PATH OF EGRESS TRAVEL W/ SPRINKLERS - 100'-0" MAX DIAGONAL DISTANCE - 240'-6" MINIMUM ALLOWABLE DISTANCE BETWEEN EXITS - 80'-0". EGRESS DOORS ARE LOCATED 94'-11" APART 2015 IBC SECTION 1008 MEANS OF EGRESS ILLUMINATION REQUIRED The means of egress serving a room or space shall be illuminated at all times that the room or space is occupied; illumination level shall be not Tess than 1 footcandle at the walking surface. The power supply for means of egress illumination shall normally be provided by the premises' electrical supply. In the event of power supply failure in rooms and spaces that require two or more means of egress, an emergency electrical system shall automatically illuminate all of the following areas: 1. Aisles, 2. Corridors, 3. Exit access stairways and ramps. In the event of power supply failure in buildings that require two or more means of egress, an emergency electrical system shall automatically illuminate all of the following areas: 1. Interior exit access stairways and ramps. 2. Interior and exterior exit stairways & ramps, 3. Exit passageways, 4. Vestibules at level of discharge, 5. Exterior landings and areas used for exit discharge. EMERGENCY ILLUMINATION FOR BUILDINGS AND DURATION OF ILLUMINATION (1008.3.2--1008.3.5) In the event of power supply failure in Rooms and spaces, an emergency electrical system shall -automatically illuminate all of the following areas: 1. Electrical equipment rooms, 2. Fire command centers, 3. Fire pump rooms, 4. Generator rooms, 5. Public restrooms with an area greater than 300 square feet. The emergency power system shall provide power for a duration of not Tess than 90 minutes and shall consist of storage batteries, unit equipment or an on-site generator. Illumination level under emergency power, the lighting facilities shall be arranged to provide initial illumination that is not less than an average of 1 footcandle and a minimum at any point of 0.1 footcandle measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0:6 footcandle average and a minimum at any point of 0.06 footcandle at the end of the emergency lighting time duration. A maximum -to -minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. PRIVATE OFFICE HALLWA" 000000 000000 00000 0000000 COAT CLO T PRIVATE OFFICE RIVATE OFFICE 811 First Avenue Suite 404 Seattle, WA 98104 T U L LY tel. 200.882.0954 ASSOCIATES fax. 208.682.7510 P2 desicn c rou PO BOX 3436 Seattle, Washington 98083 T (206) 890-2299 SAMUEL Y. PARK STATE OF WASHINGTON SOUND MENTAL HEALTH 6400 SOUTHCENTER BLVD. FLOOR 1 TUKWILA, WA 98188 00000000 TULLY PROJECT NO.: 16.53.01 SCALE: 1/8" =1-0" U.O.N ISSUE: REVIEW DATE: 02.22.17 ISSUE: BID DATE: 02.27.17 REVISION e : 3.1.17 TENANT REV. ISSUE: PERMIT DATE: 3.2.17 FURNITURE & EXIT PLAN 000000 PRIVATE OF CEIVED CI F TUKWILA REVIEWED FOR CODE COMPLIANCE APPROVED PRIVATE OFFICE CONF. RM. CONF. RM. PRINT MAR 0 2 2017 PERMIT CENTER A-1.6 MAR 1 4 2017 City of Tukwila LAMING DIVlSION 150 5'-0" 3'-0" c O M 8'-0" TRANSACTION COUNTER & VERTICAL END PEICES TO BE Q-1 Co FRONT FACE TO BE WD -1 WHITE OAK 1/4 SAWN, 4" T&G PANELS STAINED TO MATCH DESIGNER'S SAMPLE (TYP) WOOD BASE, WD -1 SOFFIT PT -1, FLAT FINISH TACKABLE WALL SURFACE MFR: WALLTALKERS STYLE: TAC WALL COLOR: QUARRY P. LAM WORK SURFACE & VERTICAL PEDESTAL, PL -2 PAINT, P-1 RUBBER BASE, RB -1 I� L_. ii I r k7711 / / / / ;%\55: i 2'-1" ..ki 7 WC POCKET DOOR PER SCHEDULE < -1 < < N 1 ANODIZED Ci W /f co L w . z9 I v -2, DRAWERci 'P. ON INTERIOR W I\ `11/ FRONT FACE TO BE WD -1 WHITE OAK 1/4 SAWN, 4" T&G PANELS STAINED TO MATCH DESIGNER'S SAMPLE (TYP) WOOD BASE, WD -1 SOFFIT PT -1, FLAT FINISH TACKABLE WALL SURFACE MFR: WALLTALKERS STYLE: TAC WALL COLOR: QUARRY P. LAM WORK SURFACE & VERTICAL PEDESTAL, PL -2 PAINT, P-1 RUBBER BASE, RB -1 FRONT FACE TO BE WD -1 WHITE OAK 1/4 SAWN, 4" T&G PANELS STAINED TO MATCH DESIGNER'S SAMPLE (TYP) WOOD BASE, WD -1 SOFFIT P-1, FLAT FINISH WALL COVERING, WC -1 TRANSACTION COUNTER & VERTICAL END PEICES TO BE Q-1 FRONT FACE TO BE WD -1 WHITE OAK 1/4 SAWN, 4" T&G PANELS STAINED TO MATCH DESIGNER'S SAMPLE (TYP) RECEPTION DESK - RM. 101 SCALE: 3/8" = 1'-0" RECEPTION DESK - RM. 101 SCALE: 3/8" = 1'-0" A RECEPTION DESK - ENLARGED PLAN 1 SCALE: 3/8it - 1-011 WALL COVERING, WC -1 I� L_. ii I r / / / / ;%\55: i 2'-1" 7 WC POCKET DOOR PER SCHEDULE < -1 < < N 1 ANODIZED Ci W /f co L w . z9 I v -2, DRAWERci 'P. ON INTERIOR W I\ %n � CV . 7\ .. FRONT FACE TO BE WD -1 WHITE OAK 1/4 SAWN, 4" T&G PANELS STAINED TO MATCH DESIGNER'S SAMPLE (TYP) WOOD BASE, WD -1 SOFFIT P-1, FLAT FINISH WALL COVERING, WC -1 TRANSACTION COUNTER & VERTICAL END PEICES TO BE Q-1 FRONT FACE TO BE WD -1 WHITE OAK 1/4 SAWN, 4" T&G PANELS STAINED TO MATCH DESIGNER'S SAMPLE (TYP) RECEPTION DESK - RM. 101 SCALE: 3/8" = 1'-0" RECEPTION DESK - RM. 101 SCALE: 3/8" = 1'-0" A RECEPTION DESK - ENLARGED PLAN 1 SCALE: 3/8it - 1-011 WALL COVERING, WC -1 SOFFIT P-1, FLAT FINISH PAINT, P-1 TRANSACTION COUNTER TO BE Q-1 FRONT FACE TO BE WD -1 WHITE OAK 1/4 SAWN, 4" T&G PANELS STAINED TO MATCH DESIGNER'S SAMPLE (TYP) WOOD BASE, WD -1 4 TRANSACTION COUNTER & VERTICAL END PEICES TO BE Q-1 P. LAM BACK WALL, PL -2 P. LAM WORK SURFACE & VERTICAL PEDESTAL, PL -2 1 c) TRANSACTION COUNTER & VERTICAL END PEICES TO BE Q-1 SOFFIT P-1, FLAT FINISH TACKABLE WALL SURFACE MFR: WALLTALKERS STYLE: TAC WALL COLOR: QUARRY RUBBER BASE, RB -1 PAINT, P-1 RECEPTION DESK - RM. 101 SCALE: 3/8" = RECEPTION DESK - RM. 101 SCALE: 3/8" = TACKABLE WALL SURFACE MFG: WALLTALKERS STYLE: TAC WALL COLOR: QUARRY PL -2 WORK SURFACE STEEL SUPPORT BRACKET 1'-0" TRANSACTION COUNTER & VERTICAL ENDS TO BE PENTAL CHROMA #BQ200P SUPER WHITE POLISHED l 2'-1" 1 1 /2" P. LAM. INTERMEDIATE SUPPORT PANEL. PROVIDE A 3 1/2" X 3 1/2" CUT-OUT FOR WIRE MANAGEMENT P-1, PAINTED GWB bo 1'-0" / 111 4 • 2 1/2" RUBBER BASE N 1, CO c1) • SECTION @ RECEPTION COUNTER SCALE: 1 1/2" = 1'-0" T 3" 4 3" t GROMMET, SATIN CHROME COORDINATE IN FIELD WOOD BLOCKING WHITE OAK, Y4 SAWN, 4" TONG & GROOVE PANELS STAINED T( MATCH DESIGNER'S SAMPLE POWER & DATA OUTLET VERIFY LOCATION 2 1/2" METAL STUD W/ (2) 5/8" GYP.BOARD WHITE OAK BASE STAINED TO MATCH DESIGNER'S SAMPLE PL -2 WORK SURFACE & BACK WALL STEEL SUPPORT BRACKET 1'-0" 2'-1" TRANSACTION COUNTER & VERTICAL ENDS TO BE PENTAL CHROMA #BQ200P SUPER WHITE POLISHED TRANSACTION COUNTER & VERTICAL ENDS TO BE PENTAL CHROMA #BQ200P SUPER WHITE POLISHED ZNA SIN 1 ., 4- 1 1/2" P. ,LAM., PL -2 INTERMEDIATE SUPPORT PANEL. PROVIDE A 3 1/2" X 3 1/2" CUT-OUT FOR WIRE MANAGEMENT P-1, PAINTED GWB 1'-0" 2 1/2" RUBBER BASE / u GROMMET, SATIN CHROME COORDINATE IN FIELD WOOD BLOCKING 2 1/2" METAL STUD W/ (2) 5/8" GYP.BOARD POWER & DATA OUTLET VERIFY LOCATION WHITE OAK, Y4. SAWN, 4" TONG & GROOVE PANELS STAINED T MATCH DESIGNER'S SAMPLE WHITE OAK BASE STAINED TO MATCH DESIGNER'S SAMPLE SECTION @ RECEPTION COUNTER SCALE: 1 1/2" = 1'-0" 3,, 3" // PULL SPECIFICATION MANUFACTURER: EPC MODEL: DP419-L-A FINISH: SATIN CLEAR ALUMINUM PLASTIC LAMINATE, PL FACE TYP. PREFINISHED BOARD T' OF DRAWERS FILE DRAWER W/ FULL DEPTH, FULL EXTENSIO HEAVY DUTY HARDWAR TYP. PROVIDE HANGEI BARS TO ACCOMODATE LETTER SIZE FILES PLASTIC LAMINATE BA © FRONT & EXPOSED FILE DRAWERS 1'-0" I� L_. r 1 J i 2'-1" 7 / / < / / l 1 ANODIZED Ci W /f co L w I v SOFFIT P-1, FLAT FINISH PAINT, P-1 TRANSACTION COUNTER TO BE Q-1 FRONT FACE TO BE WD -1 WHITE OAK 1/4 SAWN, 4" T&G PANELS STAINED TO MATCH DESIGNER'S SAMPLE (TYP) WOOD BASE, WD -1 4 TRANSACTION COUNTER & VERTICAL END PEICES TO BE Q-1 P. LAM BACK WALL, PL -2 P. LAM WORK SURFACE & VERTICAL PEDESTAL, PL -2 1 c) TRANSACTION COUNTER & VERTICAL END PEICES TO BE Q-1 SOFFIT P-1, FLAT FINISH TACKABLE WALL SURFACE MFR: WALLTALKERS STYLE: TAC WALL COLOR: QUARRY RUBBER BASE, RB -1 PAINT, P-1 RECEPTION DESK - RM. 101 SCALE: 3/8" = RECEPTION DESK - RM. 101 SCALE: 3/8" = TACKABLE WALL SURFACE MFG: WALLTALKERS STYLE: TAC WALL COLOR: QUARRY PL -2 WORK SURFACE STEEL SUPPORT BRACKET 1'-0" TRANSACTION COUNTER & VERTICAL ENDS TO BE PENTAL CHROMA #BQ200P SUPER WHITE POLISHED l 2'-1" 1 1 /2" P. LAM. INTERMEDIATE SUPPORT PANEL. PROVIDE A 3 1/2" X 3 1/2" CUT-OUT FOR WIRE MANAGEMENT P-1, PAINTED GWB bo 1'-0" / 111 4 • 2 1/2" RUBBER BASE N 1, CO c1) • SECTION @ RECEPTION COUNTER SCALE: 1 1/2" = 1'-0" T 3" 4 3" t GROMMET, SATIN CHROME COORDINATE IN FIELD WOOD BLOCKING WHITE OAK, Y4 SAWN, 4" TONG & GROOVE PANELS STAINED T( MATCH DESIGNER'S SAMPLE POWER & DATA OUTLET VERIFY LOCATION 2 1/2" METAL STUD W/ (2) 5/8" GYP.BOARD WHITE OAK BASE STAINED TO MATCH DESIGNER'S SAMPLE PL -2 WORK SURFACE & BACK WALL STEEL SUPPORT BRACKET 1'-0" 2'-1" TRANSACTION COUNTER & VERTICAL ENDS TO BE PENTAL CHROMA #BQ200P SUPER WHITE POLISHED TRANSACTION COUNTER & VERTICAL ENDS TO BE PENTAL CHROMA #BQ200P SUPER WHITE POLISHED ZNA SIN 1 ., 4- 1 1/2" P. ,LAM., PL -2 INTERMEDIATE SUPPORT PANEL. PROVIDE A 3 1/2" X 3 1/2" CUT-OUT FOR WIRE MANAGEMENT P-1, PAINTED GWB 1'-0" 2 1/2" RUBBER BASE / u GROMMET, SATIN CHROME COORDINATE IN FIELD WOOD BLOCKING 2 1/2" METAL STUD W/ (2) 5/8" GYP.BOARD POWER & DATA OUTLET VERIFY LOCATION WHITE OAK, Y4. SAWN, 4" TONG & GROOVE PANELS STAINED T MATCH DESIGNER'S SAMPLE WHITE OAK BASE STAINED TO MATCH DESIGNER'S SAMPLE SECTION @ RECEPTION COUNTER SCALE: 1 1/2" = 1'-0" 3,, 3" // PULL SPECIFICATION MANUFACTURER: EPC MODEL: DP419-L-A FINISH: SATIN CLEAR ALUMINUM PLASTIC LAMINATE, PL FACE TYP. PREFINISHED BOARD T' OF DRAWERS FILE DRAWER W/ FULL DEPTH, FULL EXTENSIO HEAVY DUTY HARDWAR TYP. PROVIDE HANGEI BARS TO ACCOMODATE LETTER SIZE FILES PLASTIC LAMINATE BA © FRONT & EXPOSED FILE DRAWERS 1'-0" SECTION @ RECEPTION COUNTER SCALE: 1 1/2" = 1'-0" D MAR 022017 ILA PERMIT CENTER 811 first Avenue Suite 404 Seattle. WA 98104 T U L LY t e I 1 206.682.0954 ASSOCIATES fax. 200.682.7510 P2 cesicn c rou PO BOX 3436 Seattle, Washington 98083 T (206) 890-2299 SAMUEL Y. PARK STATE OF WASHINGTON ,t4 SOUND MENTAL HEALTH 6400 SOUTHCENTER BLVD. FLOOR 1 TUKWILA, WA 98188 TULLY PROJECT NO.: 16.53.01 SCALE: 1/8" =1'-0" U.O.N ISSUE: REVIEW DATE: 02.22.17 ISSUE: BID DATE: 02.27.17 REVISION : 3.1.17 TENANT REV. ISSUE: PERMIT DATE: 3.2.17 RECEPTION STATION ELEVATIO VIEWED FOR DETAILS CO PROVEDNCE MAR 1.4 2017 D-1 City of Tukwila BUJ 11N Dmait3° 2'-1" ANODIZED Ci W co \,- w -2, DRAWERci 'P. ON INTERIOR W %n � CV N E o >E, PL -2, SIDE OF ;I- t \,1/4 X ,,j ASVE W �t SECTION @ RECEPTION COUNTER SCALE: 1 1/2" = 1'-0" D MAR 022017 ILA PERMIT CENTER 811 first Avenue Suite 404 Seattle. WA 98104 T U L LY t e I 1 206.682.0954 ASSOCIATES fax. 200.682.7510 P2 cesicn c rou PO BOX 3436 Seattle, Washington 98083 T (206) 890-2299 SAMUEL Y. PARK STATE OF WASHINGTON ,t4 SOUND MENTAL HEALTH 6400 SOUTHCENTER BLVD. FLOOR 1 TUKWILA, WA 98188 TULLY PROJECT NO.: 16.53.01 SCALE: 1/8" =1'-0" U.O.N ISSUE: REVIEW DATE: 02.22.17 ISSUE: BID DATE: 02.27.17 REVISION : 3.1.17 TENANT REV. ISSUE: PERMIT DATE: 3.2.17 RECEPTION STATION ELEVATIO VIEWED FOR DETAILS CO PROVEDNCE MAR 1.4 2017 D-1 City of Tukwila BUJ 11N Dmait3° 8 2 2 �� ASS 0 C I AT � 811 First Avenue _ .! Suite 404 e a t t I e WA 90104 '.. t e I , 208.682.0954 EN'S f a X . Z06 682 1510 D7 D17 D-6 D-7 D-7 D-7 UPPER CABINET W/ TWO 6 EQUAL 2'-6" 2 EQ. CABINETS UPPER CABINET W/ TWO 7 EQUAL CABINETS 2 EQ. CABINETS ADJUSTABLE SHELVES UPPER CABINET W/ TWO/ —� V ADJUSTABLE SHELVES ADJUSTABLE SHELVES H / MOCKETT PULL DP128-17S MOCKETT PULL DP128-17S EXT. SURFACES TO BE PL SATIN CHROME WIRE PULLS. PARTIAL HEIGHT WALL W/ %" �`— / EXT. SURFACES TO BE PL -1 -1 EXT. SURFACES TO BE PL -1 WHITE OAK WOOD CAP, STAINED /\ —� • INTERIOR SURFACES o /\ / =/ -- / \ \—/ \_/ /\ /\ / -- \ \—/ \/ 7\ /\ / -- \ \= \ / INTERIOR SURFACES TO BE WHITE MELAMINE. TO MATCH DESIGNERS SAMPLE, N s , s " •- W//4DIA.X/4H.STANDOFFS. o---7 MOCKETT, MPB SATIN -� �- STAINLESS SERIES BETWEEN / — — `/ , N — / ,/ / / --\ T \ \ / / / - 4 "' INTERIOR SURFACES TO BE WHITE MELAMINE. 0---- M \ \ — / / / \ \ / / ---�---- \ \ ZN / / \ \ vN. \ / =___ i / - N TO BE WHITE MELAMINE. i;, 1)4" FIXED SHELF PL -1 • \ REFW/ICEMAKERGEENERGY _�__ \I I _�__ \ II _ II / __ \ = / CAP &WALL '4 �, \ --/ / / / / / / — -- / \ -- �/� / \ -- �� _ / STAR GIE21 GSHSS P2 c PO BOX Seattle,Washington T (206) e s i c 3436 890-2299 n croup() 98083 0 �t �l Q-1 COUNTERTOP WATER FILTER �% " �� 2 X 12 CERAMIC TILE BACK • & BACK SPLASH _ I EQ. EQ. EQ. EQ. EQ. EQ. v� F E d 1— 1` 'i '� '� '� I EVERPURE QL2-OCS2 SPLASH, CT -1 �, /z�. b rCOFFEE •- Q-1 COUNTCRTOf o �, PLCOUNTERTOP _ I I "' 2" X 12" CERAMIC TILE BACK q IN.LC SCHLUTER EDGE, JOLLY -2 ♦ 0�, ,.,,., N ACK SPLA I & BACK SPLASH F SPLASH, CT Z -1 SINK: ELKAY ELUHAD 211555 I 11 11 11 '� I S' �� .`r� t i FAUCET W/O SPRAY: MOEN 7425 PEN BASE TS W/ N e o i e / \ / \ l J U U L QUARTZ, Q-1 COUNTERTOP DISH- L ��J DISPOSAL: BADGER 5 < AODJUSTABLE SHELF ' WASHER INSINKERATOR o `� / _ —_ N -_ _ / �` / _ _ \ N —_ _ > / EXT. SURFACES TO BE PL -1 INTERIOR SURFACES .- �; M N \ — — � / — — - <V o gi / = _ _ _ GE I / < \ 1 \ % — N / N / TO BE PL -1 PAINT, P-1 > .� / / E / / BASE CABINETS W/ ONE ADJUSTABLE SHELF / GLDA696 N g / BASE CABINETS W/ ONE ADJUSTABLE SHELF6 ~/ � N 4" RUBBER BASE `� '� �' �� MOCKETT PULL DP128-17S FSS I MOCKETT PULL DP128-17S ��� E 2 EQ. CABINE-S EXT. SURFACES TO BE PL -1 •Jr EXT. SURFACES TO BE PL -1 6 EQUAL 1" METAL IN WALL / INTERIOR SURFACES BASE CABINETS W/ ONE SUPPORTS 6 4'-7" 4" RUBBER 3 EQUAL CABINETS 2'-0" 3'-0" 1'-6" 3'- 1" INTERIOR SURFACES ADJUSTABLE SHELF / /- TO BE WHITE MELAMINE BASE / / TO BE WHITE MELAMINE CLEAR CLEAR CLEAR SATIN CHROME WIRE PULLS 4" RUBBER BASE D-6 1 4 EXT. SURFACES TO BE PL -1 2 4" RUBBER BASE 2 FALSE TOEKICK (REF • DETAIL) 4619 REGISTERED ARCHITECT INTERIOR SURFACES D-6 D-6 TO BE WHITE MELAMINE D-6 D-6 D-6 SAMUEL Y. PARK STATE OF WASHINGTON COPY/MAIL 103 BREAK RM. 123 BREAK RM 123 A SCALE: 3/8" - 1-0 B SCALE: 3/8" = 1-0 SCALE: 3/8" - 1-0 SOUND MENTAL HEALTH 6400 SOUTHCEN FLOOR `QTY T VTT K V �' ILA, TER 1 WA 98188 GWB PER RCP & DETAILS PAINT P-1 FLAT FINISH WOOD GRILLE PER RCP & DETAILS PENDANT PER RCP UUUUUUUUUUUJUUU UUUUUUJUUUUUULUUUUUUUUU UUUUU UUUUUUUUUUUJUUU UUUUUUJUUUUUULUUUUUJUUU UUUUU I I ACT PER RCP ACT PER R ACT PER RCP \ ` GWB PER RCP & DETAILS ` GWB PER RCP & DETAILS 2 — 7 — PAINT P-1 FLAT FINISH WOOD GRILLE PER RCP & DETAILS — PAINT P-1 FLAT FINISH WOOD GRILLE PER RCP & DETAILS G.= '. ... D-6 SIM D-6 PENDANT PER RCP PENDANT PER RCP / 1'-5" QUARTZ, Q-1 COUNTERTOP QUARTZ, Q-1 COUNTER TOP & BACK SPLASH 1'-0" / / i / - QUARTZ, Q-1 VERTICAL EDGEto < QUARTZ, Q-1 VERTICAL EDGE / / < • / / / (BOTH SIDES) — — __ o 11 e 1111 o El o e o (BOTH SIDES) / / ,/\ II IIII IIII I /N / / / QUARTZ Q-1 COUNTER QUA TZ,VERTICAL-1,UNES I I z4 N / <\ BASE CABINETS W/ ONE q / / / < WD -1 WHITE OAK 1/4 SAWN, 1 r>ll c 11 ADJUSTABLE SHELF / / 4"T&G PANELS STAINED TO -14e)2. -F _ _ TRASH RECY�LE / — — _ MOCKETT PULL DP128-17S / / / MATCH DESIGNER'S SAMPLE (TYP) (TYP.) 1 - N cu \ I BINS N�jl; I I \ / / a 5 / \ / EXT. SURFACES TO BE PL -1 / / / 1 I v I \/ IL — JIIL — _11_7 JI \/ INTERIOR SURFACES / /SelL- TO BE WHITE MELAMINE / / 1 2 EQ. CABINETS 1'-3" 1'-3" 1'-3" 2 EQ. CABINETS REF TO CNST PLAN FOR DIMENSIONS 3'-4" ~CLEAR / 4" RUBBER BASE . 11 EQ 'rCLEAR 'rCLEAR EQ / / / REF TO CNST PLAN FOR -1''. DIMENSIONS / / BREAK RM 123 - ISLAND BREAK RM 123 - ISLAND BREAK RM 123 - ISLAND NOT USED D SCALE: 3/8" - 1-0 SCALE: 3/8" = 1-0 SCALE: 3/8" - 1-0 VANITY LIGHT PER RCP , TULLY PROJECT NO.: 16.53.01 SCALE: 1/8" -1'-0" U.O.N ISSUE: REVIEW DATE: 02.22.17 ISSUE: BID DATE: 02.27.17 REVISION . : 3.1.17 TENANT REV. GWB WALL TO BE P-1 GC TO PROVIDE AND PAPER TOWEL DISPENSER / < GWB WALL TO BE P-1 INSTALL NEW FRAMED 11 \--< GWB WALL TO BE P-1 WASTE RECEPTACLE ADA TOILET SEAT COVER / MIRRORBOBRICK: SEMI -RECESSED 838032 TISSUE DISPENSER PL -3 - PROVIDE SCHLUTER GC TO PROVIDE AND INSTALL NEW FRAMED 39"-41" BOBRICK: B-4221 ADA COMPLIENT GRAB BARS FOAM SOAP DISPENSER BOBRICK: B8263.18 TRIM AT EXPOSED EDGES MIRROR BOBRICK: B5806 M/ ADA COMPLIENT GRAB BARS / ADA SINK & FACUET ♦ BOBRICK: B5806 ADA SINK & FACUET -• • PL PROVIDE SCHLUTER UNDERMOUNT SINK: UNDERMOUNT SINK: J / �4 < -3 - TRIM AT EXPOSED EDGES KOHLER K-2210-0 ! _ •KOHLER K-2210-0 �+�+ ISSUE: PERMIT DATE: 3.2.17 CD FAUCET: AMERICAN STANDARD o1- 142" FAUCET: AMERICAN STANDARD N o 1'-0" M N WIRED AC ti b --®/ 6059.205.002(HARDWIREDACPOWERED) 6059.205.002 (HARD I]`,r„C POWERED)/3- y z ■ y < COUNTER & BACKSPLASH 4'-6” MIN — COUNTER & BACKSPLASH ) 's < C-1 Q I -� C-1 _A_. Q V' `� q' ' to O . Y M (I U CV M 1 =' Q) M M f--' — `ny M M g, M M S o N �--- � J N P') M � Q � N Ut ELEVATIONS -' W W �T = Cn 2 `°• � N. .. \ „ . . , �� 1'-6" 2'-0" LINOLEUM SV BASE LINOLEUM / / ADA TOILET LINOLEUM SV BASE AMERICAN STANDARD: 5'-0" L SV BASE 3'-3" D ...2 :w. REVIEWED FOR SODNCE A PROVED MAR 14 2017 Ci of Tukwila BUIL ►` G " 'VISION CADET SUITE 270AB.001.020 5CITY '` ADA TOILET AMERICANSUITE STANDARD: / / RECEIVED OF TUKWILA MULTI -ROLL ADA TOILET TYP. TISSUE DISPENSER BOBRICK: B-265 CADET D-6 270AB.001.020 MAR 0 2 2017 PERMIT CENTER RESTROOM 127 RESTROOM 127 RESTROOM 127 ., SCALE: 3/8" - 1'-0" SCALE: 3/8" -1'-0" SCALE: 3/8" - 11-0". 3 GWB WALL TO BE P-1 GC TO PROVIDE AND INSTALL NEW FRAMED MIRROR ADA SINK & FACUET • UNDERMOUNT SINK: KOHLER K-2210-0 FAUCET: AMERICAN STANDARD 6059.205.002 (HARD WIRED AC POWERED) p 4 COUNTER & BACKSPLASH C-1 • CV M • • PAPER TOWEL DISPENSER / WASTE RECEPTACLE BOBRICK: SEMI -RECESSED 638032 RESTROOM 128 SCALE: 3/8" = 1'-0" / 2'-0" 3'-3" VANITY LIGHT PER RCP ( rI ADA RESTROOM 138 SCALE: 3/8" = GWB WALL TO BE P-1 WALL SCONCE PL -3 - PROVIDE SCHLUTER TRIM AT EXPOSED EDGES ADA COMPLIENT GRAB BARS BOBRICK: B5806 ADA TOILET AMERICAN STANDARD: CADET SUITE 270AB.001.020 LINOLEUM SV BASE 111 fn ADA RESTROOM 139 SCALE: 3/8" = J 1'-6" O (V LINOLEUM SV BASE PAPER TOWEL DISPENSER / WASTE RECEPTACLE BOBRICK: SEMI -RECESSED 838032 GWB WALL, P-1 GC TO PROVIDE AND INSTALL NEW FRAMED MIRROR FOAM SOAP DISPENSER BOBRICK: 68263.18 ADA SINK & FACUET UNDERMOUNT SINK: KOHLER K-2210-0 FAUCET: AMERICAN STANDARD 6059.205.002 (HARD WIRED AC POWERED) COUNTER & BACK SPLASH, CORIAN, C-1 GWB WALL TO BE P-1 LINOLEUM SV BASE GWB WALL TO BE P-1 ADA COMPLIENT GRAB BARS BOBRICK: 65806 PL -3 - PROVIDE Z9 SCHLUTER TRIM AT EXPOSED EDGES 9 (n i0 CV ADA TOILET AMERICAN STANDARD: CADET SUITE 270AB.001.020 1- = = 1,1 W 7 INF ti In 2 1'-6" - 5'-0" RESTROOM 128 SCALE: 3/8" = 1'-0" • L ADA COMPLIENT GRAB BARS BOBRICK: B5806 M MCo 39"-41" Y 0) co I 1 uJ 4'.6" MIN 42" MIN ,1,1-0" 2'-0" 3,-3" ti zzr 5'-0" WAINSCOT MULTI -ROLL ADA TOILET TISSUE DISPENSER BOBRICK: B-265 5'-0" ADA RESTROOM 138 SCALE: 3/8" = WALL SCONCE PL -3 - PROVIDE SCHLUTER TRIM AT EXPOSED EDGES ADA TOILET • WALL SCONCE VANITY LIGHT PER RCP GC TO PROVIDE AND INSTALL NEW FRAMED MIRROR FOAM SOAP DISPENSER BOBRICK: 68263.18 ADA SINK & FACUET UNDERMOUNT SINK: KOHLER K-2210-0 FAUCET: AMERICAN STANDARD 6059.205.002 (HARD WIRED AC POWERED) COUNTER & BACKSPLASH C-1 LINOLEUM SV BASE PL -3 - PROVIDE SCHLUTER TRIM AT EXPOSED EDGES ADA TOILET SEAT COVER/ TISSUE DISPENSER BOBRICK: B-4221 ADA TOILET AMERICAN STANDARD: CADET SUITE 270AB.001.020 39"-41" ADA TOILET SEAT COVER / TISSUE DISPENSER BOBRICK: B-4221 ADA COMPLIENT GRAB BARS BOBRICK: B5806 • 42" MIN 4'-6" MIN 0 CV 0) M • AMERICAN STANDARD: CADET SUITE 270AB.001.020 MULTI -ROLL ADA TOILET TYP. TISSUE DISPENSER BOBRICK: B-265 ADA RESTROOM 139 SCALE: 3/8" = 1'-0" 5'-0" A -/ 3'-3" PAPER TOWEL DISPENSER / WASTE RECEPTACLE BOBRICK: SEMI -RECESSED B38032 GWB WALL TO BE P-1 GC TO PROVIDE AND INSTALL NEW FRAMED MIRROR ADA SINK & FACUET UNDERMOUNT SINK: KOHLER K-2210-0 FAUCET: AMERICAN STANDARD 6059.205.002 (HARD WIRED AC POWERED) COUNTER & BACKSPLASH CORIAN, C-1 LINOLEUM SV BASE 5-0" WAINSCOT ADA COMPLIENT GRAB BARS BOBRICK: 85806 ZD M 39"-41" I 4'-6" MIN W W▪ ° (0 M co MULTI -ROLL ADA TOILET TISSUE DISPENSER BOBRICK: B-265 RESTROOM 128 SCALE: 3/8" = 1'-0" GWB WALL TO BE P-1 WALL SCONCE 1n r - 0) E- rQ- LLI W U) GWB WALL TO BE P-1 ADA TOILET SEAT COVER / TISSUE DISPENSER BOBRICK: B-4221 PL -3 - PROVIDE SCHLUTER TRIM AT EXPOSED EDGES ADA COMPLIENT GRAB BARS BOBRICK: B5806 ADA TOILET AMERICAN STANDARD: CADET SUITE 270AB.001.020 11-6" ADA RESTROOM 138 SCALE: 3/8" = 1'-0" VANITY LIGHT PER RCP GWB WALL TO BE P-1 GC TO PROVIDE AND INSTALL NEW FRAMED MIRROR FOAM SOAP DISPENSER BOBRICK: 68263.18 ADA SINK & FACUET LINOLEUM SV BASE UNDERMOUNT SINK: KOHLER K-2210-0 FAUCET: AMERICAN STANDARD 6059.205.002 (HARD WIRED AC POWERED) COUNTER & BACKSPLASH CORIAN, C-1 GWB WALL TO BE P-1 LINOLEUM SV BASE 7'-2" TO C.L. ADA RESTROOM 139 SCALE: 3/8" = 1'-0" PL -3 - PROVIDE SCHLUTER TRIM AT EXPOSED EDGES ADA TOILET AMERICAN STANDARD: CADET SUITE 270AB.001.020 RECEIVED CITY OF TUKWILA MAR 02 2017 PERMIT CENTER 811 First Avenue Suite 404 Seattle, WA 98104 T U L LY tel. 206.682.0954 ASSOCIATES fax. 206.082.7510 P2 desicn crou J J PO BOX 3436 Seattle, Washington 98083 T (206) 890-2299 4619 REGISTERED ARCHITECT SAMUEL Y. PARK STATE OF WASHINGTON SOUND MENTAL HEALTH 6400 SOUTHCENTER BLVD. FLOOR 1 TUKWILA, WA 98188 TULLY PROJECT NO.: 16.53.01 SCALE: 1/8" =1'-0" U.O.N ISSUE: REVIEW DATE: 02.22.17 ISSUE: BID DATE: 02.27.17 REVISION e : 3.1.17 TENANT REV. ISSUE: PERMIT DATE: 3.2.17 ELEVATIONS REVIEWED FOR CODE COMPLIANCE APPROVED MAR 14 2017 City of Tukwila BUILDING DIVISION 0 • PL -2 COUNTERTOP f & BACK SPLASH 5 EQUAL CABINETS BIS CLOSED BASE CABINETS W/ DRAWERS & ONE (1) ADJUSTABLE SHELF & SATIN CHROME WIRE PULLS. ALL EXT. SURFACES TO BE PLAM, (PL -1). ALL INTERIOR SURFACES TO BE WHITE MELAMINE. 4" RUBBER BASE WALL MOUNTED LIGHT FIXTURE PER RCP GWB WALL TO B FLOOR MOUNTED TOILET PARTITIOP ACCURATE PARTI CORP. POWDER C BAKED ENAMEL COLOR# 940 GRA PLASTIC LAMINA? PROVIDE SCHLUT EXPOSED EDGES MULTI -ROLL ADA TISSUE DISPENS BOBRICK: B-265 ADA TOILET AMERICAN STANDARD: CADET SUITE 270AB.001.020 PT- \ \ \ \ \ \ • / / / / / / / / / / / / / / TOILET PARTITIC ACCURATE PARI POWDER COATE COLOR# 940 GR/ / PLASTIC LAMINA SCHLUTER TRIM > ADA J. TIONS ;OATED �, //I I\\ //I I\\ //I I\\ 7' / / \. I\\ 5'-0" WAINSCOT r /</I 1\ _____ ____ >< _____ ->_<__->E-==== ====- \ 7 \ 7 \ 7 \ / \ 7 \ 7 \ 7 \ 7 - \ / \ 7 PL -2 COUNTERTOP f & BACK SPLASH 5 EQUAL CABINETS BIS CLOSED BASE CABINETS W/ DRAWERS & ONE (1) ADJUSTABLE SHELF & SATIN CHROME WIRE PULLS. ALL EXT. SURFACES TO BE PLAM, (PL -1). ALL INTERIOR SURFACES TO BE WHITE MELAMINE. 4" RUBBER BASE WALL MOUNTED LIGHT FIXTURE PER RCP GWB WALL TO B FLOOR MOUNTED TOILET PARTITIOP ACCURATE PARTI CORP. POWDER C BAKED ENAMEL COLOR# 940 GRA PLASTIC LAMINA? PROVIDE SCHLUT EXPOSED EDGES MULTI -ROLL ADA TISSUE DISPENS BOBRICK: B-265 ADA TOILET AMERICAN STANDARD: CADET SUITE 270AB.001.020 PT- \ \ \ \ \ \ • / / / / / / / / / / / / / / TOILET PARTITIC ACCURATE PARI POWDER COATE COLOR# 940 GR/ / PLASTIC LAMINA SCHLUTER TRIM > ADA J. TIONS ;OATED �, t L'f INK / / CV M 5'-0" WAINSCOT r E, PL -3 , 'ER TRIM @ TOILET —\\ > 1 SEAT ' HEIGHT - PARTITION MOUNTED SANITARY NAPKIN DISPENSER BOBRICK: B-4354 PAPER TOWEL DISPENSER / WASTE RECEPTACLE BOBRICK: SEMI -RECESSED B38032 GWB WALL TO BE PT -1 GC TO PROVIDE AND INSTALL NEW FRAMED MIRROR ADA SINK &FACUET UNDERMOUNT SINK: KOHLER K-2210-0 FAUCET: AMERICAN STANDARD 6059.205.002 (HARD WIRED AC POWERED) COUNTER &BACKSPLASH CORIAN, C-1 LINOLEUM SV BASE r 2'-0" '-3�' • 0 • CV SURFACE MOUNTED SANITARY NAPKIN DISPOSAL BOBRICK: B-254 • 5'-0" 1 5'-0" WAINSCOT • 6'-8" TO C.L. WALL MOUNTED LIGHT FIXTURE PER RCP ADA TOILET SEAT COVER / TISSUE DISPENSER BOBRICK: B-4221 PLASTIC LAMINATE, PL -3 , PROVIDE SCHLUTER TRIM @ EXPOSED EDGES ADA TOILET AMERICAN STANDARD: CADET SUITE 270AB.001.020 MULTI -ROLL ADA TOILET TYP. TISSUE DISPENSER BOBRICK: B-265 COPY/PRINT 141 SCALE: 3/8" =1'-0" WOMEN'S RESTROOM 143 SCALE: 3/8" = 1'-0" WOMEN'S RESTROOM 143 SCALE: 3/8" = 1'-0" GWB WALL TO BE, P-1 GC TO PROVIDE AND INSTALL NEW FRAMED MIRROR FOAM SOAP DISPENSER BOBRICK: B8263.18 ADA SINK & FACUET UNDERMOUNT SINK: KOHLER K-2210-0 FAUCET: AMERICAN STANDARD 6059.205.002 (HARD WIRED AC POWERED) COUNTER & BACKSPLASH CORIAN, C-1 GWB WALL TO BE P-1 LINOLEUM SV BASE O CV CV r • GWB WALL, P-1 GC TO PROVIDE AND INSTALL NEW FRAMED MIRROR FOAM SOAP DISPENSER BOBRICK: B8263.18 ADA SINK & FACUET UNDERMOUNT SINK: KOHLER K-2210-0 FAUCET: AMERICAN STANDARD 6059.205.002 (HARD WIRED AC POWERED) COUNTER & BACKSPLASH CORIAN, C-1 GWB WALL TO BE P-1 LINOLEUM SV BASE ANGLED WALL r WALL MOUNTED LIGHT FIXTURE PER RCP ADA TOILET SEAT COVER / TISSUE DISPENSER BOBRICK: B-4221 5'-0" WAINSCOT ADA TOILET 0 C7 Ltl W C/) 2 -41 AMERICAN STANDARD: CADET SUITE 270AB.001.020 MULTI -ROLL ADA TOILET TYP. TISSUE DISPENSER BOBRICK: B-265 5'-0" 0 CN • • ro J 2'-0" 3'-3" —PL -3 - PROVIDE SCHLUTER TRIM AT EXPOSED EDGES A PAPER TOWEL DISPENSER / WASTE RECEPTACLE BOBRICK: SEMI -RECESSED B38032 GWB WALL TO BE P-1 GC TO PROVIDE AND INSTALL NEW FRAMED MIRROR ADA SINK & FACUET UNDERMOUNT SINK: KOHLER K-2210-0 FAUCET: AMERICAN STANDARD 6059.205.002 (HARD WIRED AC POWERED) COUNTER & BACKSPLASH CORIAN, C-1 LINOLEUM SV BASE WOMEN'S RESTROOM 143 SCALE: 3/8" = 1'-0" MEN'S RESTROOM 144 SCALE: 3/8" = MEN'S RESTROOM 144 SCALE: 3/8" = 1'-0" WALL MOUNTED LIGHT FIXTURE PER RCP GWB WALL TO BE P-1 FLOOR MOUNTED ADA N. ITIONS CORP. D BAKED ENAMEL — \ \ \ \ \ \ • / / / / / / / / TOILET PARTITIC ACCURATE PARI POWDER COATE COLOR# 940 GR/ / PLASTIC LAMINA SCHLUTER TRIM r> t L'f INK O i CV CV M r WALL MOUNTED LIGHT FIXTURE PER RCP ADA TOILET SEAT COVER / TISSUE DISPENSER BOBRICK: B-4221 5'-0" WAINSCOT ADA TOILET 0 C7 Ltl W C/) 2 -41 AMERICAN STANDARD: CADET SUITE 270AB.001.020 MULTI -ROLL ADA TOILET TYP. TISSUE DISPENSER BOBRICK: B-265 5'-0" 0 CN • • ro J 2'-0" 3'-3" —PL -3 - PROVIDE SCHLUTER TRIM AT EXPOSED EDGES A PAPER TOWEL DISPENSER / WASTE RECEPTACLE BOBRICK: SEMI -RECESSED B38032 GWB WALL TO BE P-1 GC TO PROVIDE AND INSTALL NEW FRAMED MIRROR ADA SINK & FACUET UNDERMOUNT SINK: KOHLER K-2210-0 FAUCET: AMERICAN STANDARD 6059.205.002 (HARD WIRED AC POWERED) COUNTER & BACKSPLASH CORIAN, C-1 LINOLEUM SV BASE WOMEN'S RESTROOM 143 SCALE: 3/8" = 1'-0" MEN'S RESTROOM 144 SCALE: 3/8" = MEN'S RESTROOM 144 SCALE: 3/8" = 1'-0" WALL MOUNTED LIGHT FIXTURE PER RCP GWB WALL TO BE P-1 FLOOR MOUNTED ADA N. ITIONS CORP. D BAKED ENAMEL — \ \ \ \ \ \ • / / / / / / / / TOILET PARTITIC ACCURATE PARI POWDER COATE COLOR# 940 GR/ / PLASTIC LAMINA SCHLUTER TRIM t - M- - r r r r URINAL AMERICAN STANDARD: WASHBROOK 6590.001.020 W/ REGAL FLUSH VALVE 186 1.0 MEN'S RESTROOM 144 SCALE: 3/8" = 1'-O" ADA TOILET AMERICAN STANDARD: CADET SUITE 270AB.001.020 E, PL -3 - PROVIDE AT EXPOSED EDGES RECEIVED CITY OF TUKWILA MAR 02 2017 PERMIT CENTER QM/ 811 First Avenue Suite 404 Seattle, WA 98104 T U L LY tel. 200.682.0954 ASSOCIATES fax. 206.682.7510 P2 desicn crou PO BOX 3436 Seattle, Washington 98083 T (206) 890-2299 4619 SAMUEL Y. PARK STATE OF WASHINGTON SOUND MENTAL HEALTH 6400 SOUTHCENTER BLVD. FLOOR 1 TUKWILA, WA 98188 TULLY PROJECT NO.: 16.53.01 SCALE: 118" = U.O.N ISSUE: REVIEW DATE: 02.22.17 ISSUE: BID DATE: 02.27.17 REVISION.: 3.1.17 TENANT REV. ISSUE: PERMIT DATE: 3.2.17 ELEVATIONS D-4 REVIEWED FOR CODE COMPLIANCE APPROVED MAR 14 2017 City of Tukwila BUILDING DIVISION 041 811 First Avenue Suite 404 Seattle, WA 98104 T U L LY tel. 206.682.0954 ASSOCIATES fax. 206.082.7510 P2 cesicn c rou PO BOX 3436 Seattle, Washington 98083 T (206) 890-2299 SAMUEL Y. PARK STATE OF WASHINGTON 3 to SOUND MENTAL HEALTH 6400 SOUTHCENTER BLVD. FLOOR 1 TUKWILA, WA 98188 TULLY PROJECT NO.: 16.53.01 SCALE: 1/8" =1'-0" U.O.N ISSUE: REVIEW DATE: 02.22.17 ISSUE: BID DATE: 02.27.17 REVISION �, : 3.1.17 TENANT REV. ISSUE: PERMIT DATE: 3.2.17 ELEVATIONS REVIEWED FOR CODE COMPLIANCE APPROVED D-5 MAR 14 2017 City of Tukwila )LD)NO D1V)SION 1 D-7 COAT CLOSET ANGLED WALL WALL COVERING, WC -2 WALL COVERING, WC -2 UPPER CABINET W/ TWO ADJUSTABLE SHELVES SATIN CHROME WIRE PULLS EXT. SURFACES TO BE PL -1 INTERIOR SURFACES TO BE WHITE MELAMINE. / / \ _� i____\_ / / _ /_ — / \ _ �_ _ \ — \ \/ _ / / / — / — \ _ \ — \ _ _ \ / — / !? 01\ \ \ \ \ � \ I I / � I I / PROVIDE PROVIDE CABINET LOCK CABINET LOCK 79/ / QUARTZ, Q-1 COUNTERTOP Q-1 COUNTERTOP PL -2 COUNTERTOP & BACK SPLASH / N & BACK SPLASH iv &BACK SPLASH �\ \ * II III II e o e BASE CABINETS W/ ONE , o e e e _ o BASE CABINETS W/ ONE / 7 f T N / \ / / C, N N I I III II I I I II / / II ,� I I \ � 7 / / �� I - \ \ 7 X / _ _ I \ I �.� _ _� ADJUSTABLE SHELF MOCKETT PULL DP128 17S EXT. SURFACES TO BE PL -1 INTERIOR SURFACES TO BE WHITE MELAMINE 0 N �- I III I III I I I III I I i I II I �. / — / / i / -. / i / -. - 7 i - ADJUSTABLE SHELF MOCKETT PULL DP128 17S EXT. SURFACES TO BE PL -1 INTERIOR SURFACES TO BE WHITE MELAMINE BASE CABINETS W/ ONE ADJUSTABLE SHELF SATIN CHROME WIRE PULLS EXT. SURFACES TO BE PL -1 INTERIOR SURFACES > / =_ \ i 7 \ _ N _ _> / 7 __ __ \ N __ __ / _ o r w / / / / -,,� TO BE WHITE MELAMINE - 5 EQUAL CABINETS 4" RUBBER BASE4" 1'-3" 3„ RUBBER BASE 4" RUBBER BASE 1'-3" 1'-3" 6 EQUAL CABINETS1,- / r 12 EQUAL CABINETS / i ,r i i CLEAR CLEAR 8'-0„ CLEAR CLEAR 3 3 2 3 2 / 1 —/- D-7 D-6 D-7 D-6 D-6 CONF. RM. 148 CONF. RM. 149 COPY/PRINT 150 A SCALE: 3/8” = 1-0 B SCALE: 3/8 = 1-0 SCALE: 3/8" = 1-0 4 D-9 4"4 EQUAL SPACES 5 EQUAL SPACES D-9 5 EQUAL SPACES LINE OF CEILING 4� 1- 1/---- 0 3/8" TEMPERED / // / // / / / / /< GLAZING / / / D / // // / // C ,,,,,,,-,---2---- ALUMINUM FRAME / / / i2 \ 5 \ \ \ .DV D-9 PAINTED GYP. BD. < PARTITION \ 4" RUBBER BASE D HALLWAY 129 . SCALE: 3/8" - 1-0 4 0.94 5" D-9 13'-3" 5" 1'-0" D-9 8'-0" 1'-0" / / I" tLINE / OF CEILING I/ LINE OF CEILING TEMPERED ---/;;----- / /1 / / < 3/8" TEMPERED GLAZING ------______/ / < _____-----;/-- / ( 3/8" GLAZING ALUMINUM FRAME ALUMINUM FRAME 5 E5 D-9 BD. D-9 PAINTED GYP. BD. PAINTED GYP. PARTITION < PARTITION 4" RUBBER BASE 4" RUBBER BASE RECEIVED CITY OF TUKWILA MAR 02 2017 PERMIT CENTER OPEN OFFICE 146 OPEN OFFICE 146 P t/ i SCALE: 3/8" = 1'-0" SCALE: 3/8" = 1'-0" 811 First Avenue Suite 404 Seattle, WA 98104 T U L LY tel. 206.682.0954 ASSOCIATES fax. 206.082.7510 P2 cesicn c rou PO BOX 3436 Seattle, Washington 98083 T (206) 890-2299 SAMUEL Y. PARK STATE OF WASHINGTON 3 to SOUND MENTAL HEALTH 6400 SOUTHCENTER BLVD. FLOOR 1 TUKWILA, WA 98188 TULLY PROJECT NO.: 16.53.01 SCALE: 1/8" =1'-0" U.O.N ISSUE: REVIEW DATE: 02.22.17 ISSUE: BID DATE: 02.27.17 REVISION �, : 3.1.17 TENANT REV. ISSUE: PERMIT DATE: 3.2.17 ELEVATIONS REVIEWED FOR CODE COMPLIANCE APPROVED D-5 MAR 14 2017 City of Tukwila )LD)NO D1V)SION PLASTIC LAMINATE FINISH PER ELEVATIONSCOUNTER FINISH RELEVATIONS EDGESFACE & RETURNS A 811 First Avenue Suite 404 2' I. COUNTER, SEE CNST PLAN I' COUNTER SPLASH / • EDGES, FACE & RETURNS > !� • EDGES, FACE & RETURNS 2 -1 ;../ �,.•r CERAMIC TILE PER ELEVATIONSS . e a t t I e 98104 d FIRE i • w�w / DRAWER ' CONFIRM CUT-OUT PER SINK DIM. w \ SEE ELEVATION FOR SPEC. t e l . 2 0 0■ 6 8 2 .0 9 5 4 2. � \FIRE )(� C1 RETARD. TREATED As__2 RETARD. TREATED \ \ ��`� 3/4 �� - /t'� �.3/4/z 2 x 4WD. BLOCK'G K;57'p F IRE ETgT TED BOWED -\- x 4 WD. BLOCK'G \ 3/41 2 x 4RWD.R ASS 0 CLI ALT E S fax. 2 0 0■ 6 S 2. i 510 I . N \\• ,' {. SEE ELEVATION j 10_\____10_\____1/4" L L \ e _ CABINET BACK FINISH TO MATCH CABINET INTERIOR PER ELEVATIONS Z r Lro _• • 1/4" CABINET BACK FINISH TO MATCH CABINET INTERIOR 3 1/2" WIRE PULL 1/4" HARDBOARD 34" TO TOP OF COUNTER 3 1/2" WIRE PULL TO �- N ?j O - \ - = _ 1N1 .BRLINERD - •PULL - `V d i 27" CLEAR < 3/4" PART. BD W/ CAB P2 c e s i c r o u n croup(?) `V . LINER &EDGESJ PO BOX 3436 _- V :: • W/CA& EDGES CBLINEREDGSD W/AR&E W - • 3/4" PREFINISHED BOARD - • 3/4" PREFINISHED BOARD 3/4" MAT. CAB. FRONT Seattle, Washington 98083 T (206) 890-2299 6 W _ = W/P-LAM FINISH / l _ = = W/P-LAM FINISH _ / : ADJUST. STANDARDS _ _ _ // .. ADJUST. STANDARDS 1 X 3 BLOCKING 1 1 X 3 BLOCKING \ ADA,ATOE & CAB 1 1 X 3 BLOCKING ,_" j RUBBER BASE RUBBER \ ASCONERPI CE CONNECTED / ;BASE 24 X lo \ \ \ \ 4619 REGISTEREDARCHITECT `t ,X---- . \ RUBBER BASE GLUED 3 •� 3 TO RECESSED PANEL 1/ 3" / / SAMUEL Y. PARK STATE OF WASHINGTON SECTION @ ADA SINK SECTION @ LOWER CABINET SECTION @ LOWER CABINET W/ DRAWER SCALE: 1 1/2 = 1'-0" SCALE: 1 1/2" = 1-0" SCALE: 1 1/2" = 1-0" PLASTIC LAMINATE 2 - ' SOUND MENTAL HEALTH FAUCET SEE 1'-7" MAX ELEVATION FOR SPECIFICATIONS 3" CORIAN / / - COUNTER, SPLASH SEE CONSTRUCTION PLAN COUNTER, SPLASH/�� w I� 11 EDGES, FACE & RETURNS EDGES, FACE & RETURNS �I 6400 SOUTHCENTER - - X l�J BLVD. 1 FIRE2xRETARD. TRKF,ATED ' . 4WD. BLOC G - -_ _ - _ FLOOR 1 TUKWILA, WA 98188 51� FIRE RETARD. TREATED 1/4" HARDBOARD �4„ 101 2 x 4WD. BLOCK G /� w 8" • MIN : Z O E.__ _ = = _ �- I 1/4" HARDBOARD z O SINK SEE U O 0 I N N \ 6" MIN ELEVATION FOR SPECIFICATIONS CONFIRM CUT-OUT PER SINK DIM. iii - -_ _ - - _ N J IJ - - 111 3/4" PART. BD. W/ CAB LINER & EDGES 3/4" FRONT - - PULL PER ELEVATIONS lij_ =i '. MAT. CAB. ADJUST. STANDARDS '1 L r. d- N) /, ,: V 1 X 3 BLOCKING 1 h..'� RUBBER BASE \• 1 X 3 BLOCKING ELECTRICAL OUTLET BARRIER. CLEARANCE FREE z d \, 1' r/ . Li-) I MTD. HORIZONTALLY • „ 3 MICROWAVE NIC FINISH PER ELEVATIONS / SECTION @ LOWER CABINET - OPEN SHELF C5)SECTION @ RESTROOM LAVATORYZ 1 C.4). SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2" = 1'-0" PARTIAL HT. WALL PER CNST PLAN - / 3'-4" W J ELECTRICAL OUTLET w MTD. HORIZONTALLY 2'-0" 1'-4" / SEE DETAIL 5/D-8 4" BACKSPLASH PER ELEVATIONS W (n I MICROWAVE NIC COUNTER PER ELEVATIONS SPLASH EDGES, FACE & RETURNS FINISH PER ELEVATIONS TULLY PROJECT NO.: 16.53.01 -><- SEE CNST PLAN 3/4 � 0 DRAWER _ �� SCALE: 1/8"-1-0 U.O.N 2'-1" 1'-0" 11 FIRE RETARD. TREATED �` ` /" 3/4" — / / 2 4 WD. BLOCK'G �+�+ x ISSUE: REVIEW DATE: 02.22.17 COUNTER PER ELEVATIONS _-� illISSUE: 1/4" HARDBOARD PULL PER ELEVATIONS BID DATE: 02.27.17 DOOR HARDWARE (REFER TO ELEVATIONS)\ 1/4" CABINET BACK -3/4" PREFINISHED 1 X 1 STEEL TUBE WELDED TO STEEL PLATE IN WALL, ANCHOR TO FLOOR = = REVISION 0 . 3.1.17 TENANT REV. FINISH TO MATCH CABINET INTERIOR MFR: HAFELE - DOUBLE BIN BOARD W/ VID-1 VENEER zo SEE ELEVATIOt 1/4" X 3'-0" STEEL PLATE o BOLTED TO STUDS IN WALL w J w Low (2) 35 QUARTS FRAME SIDE MOUNTE COUNTER PULL-OUT CANS COMMERCIAL GRADE. TSC15, 503.11.756, 15W X 17 1/2"H X 23 3/16"D / FIRE RETARD. TREATED 21 X 4 WD. BLOCKG 1/4 CABINET BACK FINISH TO ; w J w ,;� cn - r = C 3/4" PART. BD. W/ CAB LINER & EDGES ISSUE: PERMIT N ( _ = = DATE: 3.2.17 - -_ - - 3/4"MAT. CAB. FRONT _ = ADJUST. STANDARDS MATCH 1 X 3 BLOCKING CASEWORK BOARD W/P-LAM CABINET INTERIOR 1 X 3 BLOCKING RUBBER BASE / REVIEWED FOR ./ r X RECEIV'ED CITY OF TUKWILA DETAILS CODE COMPLIANCE APPROVED x,` X �` —1 MAR 02 2011 ¢�E���'[` �;ENTE�$ ®®6 MAR 1.4 2017 City of Tukwila RUBBER BASE 3jr / ,ie2 / Bu;Ligirt DIVISIOhI (--6- SECTION @ COUNTER SUPPORT SECTION @ PULL OUT GARBAGE 8 SECTION @ MICROWAVE TOWER J SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2" = 1-0" dk SCALE: 1 1/2" = 1'-0" � . d • - ASSOCIATES � I$I1soattio, first A nnus ::to404 A 98104 t e l. 206.602.0054 f n X. 200 .8 8 2. 7 510 1111111111111111111111111111 1111111111111111111111111111 1111111 11111111 V) IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII I llllllllllllllll > r w > - COUNTER PER ELEVATIONS SPLASH EDGES, FACE & RETURNS - E2-1 — — '` I APPROVED APPROVED 1 /4" CABINET BACK v FINISH TO MATCH CABINET DOOR HARDWARE - XINTERIOR �_ _JX 1 - - - - FRENCH CLEAT cn - _ - , FRENCH CLEAT X (REFER TO ELEVATIONS) 1 CABINET BACK 0 1/4" CABINET BACK - _ o ADJUST. STANDARDS - >_ /4" / — SEE ELEVATI I, FINISH TO MATCH Q > w FINISH TO MATCH CABINET INTERIOR - - - - - - ': _ _ - _ - •_ • CABINET INTERIOR MFR: HAFELE - DOUBLE BIN z P2 cesicn PO BOX Seattle, T (206) 3436 Washington 890-2299 croup ti) 98083 6 J Lu - UPPER CASEWORK- _ _ UNIT, WOOD FRAME SIDE MOUNT o Lu ADJUST. STANDARDS �_ >_ = _ __ » 3/4 PREFINISHED BOARD _ = = _ --� (2) 35 QUARTS UNDER > Lu - - W/ -P -LAM SURFACE 1/4" CABINET 1 1 • COUNTER PULL-OUT CANS w UPPER CASEWORK- •_ _ _ - COMMERCIAL GRADE. TSC15,� BACK FINISH TO w » 3/4 PREFINISHED BOARD _ - - -_ - - - - - 503.11.756,15WX171/2HX 23 3/16 D MATCH w CABINET w U' W/ -P -LAM SURFACE _ =• TASK LIGHT, SEE RCP FOR LOCATIONS_ = / INTERIOR CABINET PULL PER _ _ CABINET PULL PER \ _ _ 3 4�� PREFINISHED BOARD /P -LAM FINISH _ 2 1/2 METAL STUD W/ < ELEVATIONS ELEVATIONS (2) 5/8" GYP.BOARD , -r ,' . \/ 1 X 3 BLOCKING __ 4619 REGISTERED ARCHITECT 1/4- RECESS 1 RECESS 1'-2" /4" 1'-2" 31, RUBBER BASE ,le SAMUEL Y. PARK STATE OF WASHINGTON SECTION @ UPPER CABINET SECTION @ UPPER CABINET W/ TASK LIGHT SECTION @ PULL OUT GARBAGE SCALE: 1 1/2 = 1-0" SCALE: 1 1/2 = 1'-0" 1 1/2" 1' 0" SOUND MENTAL HEALTH 6400 SOUTHICENTER FLOOR TUKWILA9 1 WA 98188 METAL FRAMING AND BRACING TO DECK AS REQUIRED VARIES. REF PLAN. METAL FRAMING DECKAND ASBRACING REQUIRETOD + 4111 + + + 4r.. •+ ••_ `_ ' •. •:: ::.:. .. II i ...•'. •::.... .. , .. � ;. I I I I I I I I I 1 1 I I I ri +/-8'-5"" SIN:BLVD; A.F.F. +/-8'-5"" A. .F. " ,_ ,1„ /- 8 5 A.F.F. ` `-IN \ .. RECESSED LIGHT FIXTURE TYPE F2 y �1 ACOUSTICAL CEILING SYSTEM WITH TEGULAR ACT. r`. 5/8" GYP. BD. OVER MTL STUD FRAMING .. ACOUSTICAL CEILING SYSTEM WITH TEGULAR ACT. 4811 4511 • 8 v -IN SIN 0) \ 1 11, 4Il ',:'• • 5/8" GWB OVER 2 1/2" / METAL STUD FRAMING. •• ti III '1111 5/8" GWB OVER 2 1/2" METAL STUD FRAMING. \ s s ta ... . ,. .i., . . ... 5/8" GWB OVER 3 1/2" SCHEDULED LIGHT FIXTURE 5/8" GWB OVER 3 1/2" BRACED TO STRUCTURE METAL STUD FRAMING.II 10" 41, METAL STUD FRAMING. BRACED TO STRUCTURE SOFFIT AS SHOWN ON PLAN LINE CONTINUOUS SOFFIT SCHEDULED LIGHT FIXTURE TYPE F7 io LIGHTING LINE .75 ASYMMETRIC LED COVE LIGHTING. 10" OF SCHEDULED LIGHT FIXTURE CONTINUOUS LENGTH. SEE PLANS FOR LENGTHS. 10" AT COVED SOFFIT. EXTEND GWB SOFFIT AS SHOWN ON PLAN. SOFFIT - COVE SECTION SOFFIT- WALL WASH SECTION SOFFIT- WALL WASH SECTION 4 SCALE: 3" 1'-O" SCALE: 3" 1'-O" SCALE: 3" 1-0 TULLY PROJECT NO.: 16.53.01 SCALE: 118" =11-0" U.O.N ISSUE: REVIEW DATE: 02.22.17 ISSUE: BID DATE: 02.27.17 REVISION E : 3.1.17 TENANT REV. TO ® METAL FRAMING AND BRACING DECK AS REQUIRED + % ARMSTRONG ACOUSTICAL CEILING SYSTEM �'- /— 1 1 \ +/-9'-2" A.F.F. ISSUE: PERMIT DATE: 3.2.17 JUNCTION TRIM - USE 1 1/4" 3D FINISH NAILS 16" O.C. %. ARMSTRONG ARMSTRONG WOODWORKS GRILLE #7265 + BACKER CLIP SLATS: 5/8"W X 2-1/4"H END CAP SLAT SPACING: 1-3/8"APART NOMINAL PANEL SIZE: 12 X 96 X 2-3/4" 6 SLATS PER PANEL W/ BACKER ONLY ARMSTRONG WOODWORKS GRILLE #7265 1► , SLATS: 5/8"W X 2-1/4"H WOODWORKS GRILLE CASEWORK DETAILS L) 1 ' REVIEWED FOR CODE COMPLIANCE APPROVED MAR 14 2017 City of Tukwila BUILDING DIVISION 10 + FINISH: FINISH: WALNUT SLAT SPACING: 1-3/8"APART NOMINAL PANEL W/ BACKER %0 PANEL SIZE: 12 X 96 X 2-3/4" RECEIVED CITY OF TUICWIL�1 \_� + 6 SLATS PER PANEL W/ BACKER ONLY A.F.F. !' FINISH: WALNUT +/-8'-5"F I I I 1 1 1 1 1 1 r1 MAR 02 2017 _es ,5" J( END CAP — USE 1 1/4" ACOUSTICAL CEILING 5/8"GWB OVER 3 1/2"3D FINISH NAILS 16" 0.C. PERMIT SYSTEM WITH TEGULAR ACT. METAL STUD FRAMING. CENTER BACKER CLIP WOOD GRILLE8 WOOD GRILLE -ISOMETRIC SCALE: 3 — 1-0 SCALE: NTS ASSOCIATE 811 first Avenue Suite 404 A 98104 t e l. 20 6. 6 0 2. 0 9 5 4 S fax. 20 6 .6 6 2. 7 510 2 1 2" BLANKET INSULATION ABOVE BRACE TO STRUCT. 2 1/2" BLANKET INSULATION ABOVE RR " PARTITION TION EXTENDING 2 -0 EITHER SIDE OF PARTITION BRACE TO STRUCT. ABOVE PA TI TION EXTENDING 2'-0" EITHER SIDE OF PARTITION BRACE TO STRUCT. ABOVE W -� / 2 12 MTL STUD ©4 / 0 ABOVE W/ 2Seattle, Y" MTL. STUD © 4'-0" O.C. W/ 2 1 /2" MTL STUD © 4'-0" O.C. O.C.STRUCT. t 4 BRACE TO ABOVE W/ 2 1/2" MTL STUD © 4'-0",.0 4' 1/2" MTL STUD (VARIES) ACOUSTICAL CEILING 4\t , 25 GUAGE 1L REFERENCE RCP 7111P-� REFERENCE RCP REFERENCE RCPS L " `: REFERENCE RCP X ` 1/2 REVEAL. PAINT ACOUSTICAL CEILING GYP. BOARD CEILING i: PAINT TOP TRACK BLACK'•; ACOUSTICAL CEILING" IN HEADER TRACK BLACK ' 3 3/4' ' PAINT TOP TRACK BLACK , HEAD SECTION 5 3/4" ^' :i HEAD SECTION P 2 c PO BOX Seattle, T (206) e s i c 3436 Washington 890-2299 n c 98083 r o u 6 3 3/4' = / '' 3 3 4' COMPRESSED 1 /4" NEOPRENE i.°; HEAD SECTION 1/4" NEOPRENE HEAD SECTION :; COMPRESSED R �1 TAPE APPLIED PARALLEL TOTAPE EALLEL NGTHTO WALL FORLENTIRE �� �- :x. 3 - 2 Y2" MTL STUDS © WALL FOR ENTIRE LENGTH J 1" X 1/8 FOAM TAPE 24" O.C. U.O.N �� '< ° 2 1 /2" MTL STUDS AT 24" O.C. 4 1/2" MTL STUDS AT 24" O.C. `c 2 1 /2 MTL STUDS AT 24 O.C. NOTE: USE 3 Y2" MTL �.. 25 GAUGE 25 GUAGE ,` - STUD AS NOTED - •(VARIES) 25 GUAGE 'X' 'X' 'X' REF. CONSTRUCTION ! >, TWO LAYERS 5/8" TYPE GWB ONE LAYER 5/8" TYPE GWB '''� 5/8" TYPE GWB PLAN Sc LEGEND :f :' 5/8 TYPE X GWB `--�1 „. PLAN ` J•, PLAN 'X' PLAN ;:' ..: •. -;'-< < 5/8" TYPE GWB 4 , '� 2 1/2" SOUND BATT FLOOR TO 4 1/2" SOUND BATT FLOOR TO PLAN = 2 1/2 SOUND BATT FLOOR TO E ;;^-°` CEILING CEILING CEILING =,°:• 1 x 1/8" FOAM TAPE.. CONT. 25 GA GALV. - 1 x / 1 8" FOAM TAPE CONT 25 GA GALV. STL '•` 1 x 1/8" FOAM TAPE � CONT 25 GA GALV, STL . CONT 25 GA GALV. STL / STL RUNNER CHANNEL ,< ` RUNNER CHANNEL "�• ,,. ANCHOR TO FLOOR RUNNER CHANNEL ANCHOR TO FLOOR ':'� RUNNER CHANNEL 4619 REGISTERED ARCHITECT 4" RUBBER BASE A�3" 4" STRAIGHT RUBBER BASE = ANCHOR TO FLOOR 4" STRAIGHT RUBBER BASE AT CARPET TILE 4 COVE BASE GLUE DOWN - t' ✓ ANCHOR TO FLOOR CARPET TILE BASE AT AT CARPET TILE <. ' 4" COVE BASE GLUE DOWN �- AT VCT .0 4" COVE BASE GLUE DOWN Ili .0.c4"RUBBER CARPET TILE E AT VCT • 1 -:•i--..AT SHEET VINYL (TYP.) + � ;:.• ,. :n_y .44444444444454444444444444441 / \ �' 444.'44444'4'4"4.4'l`4'41,,7,"4,,L�,.,.,44 ., / \ / \ BASE SECTION / \ BASE SECTION SAMUEL Y. PARK STATE OF WASHINGTON BASE SECTION BLDG. STD. PARTITION BLDG. STD. ACOUSTICAL PARTITION BLDG. STD. ACOUSTICAL PARTITION BLDG. STD. PLUMBING PARTITION SCALE: 3" = 1'-O" 2a2 SCALE: 3"= 1,-0„ SCALE: 3" = 1'-O" SCALE: 3" = 1'-O" SOUND MENTAL HEALTH 6400 S�UTI�CENTER BLVD. FLOOR 1 TUI�WILA WA 9�1�8 ' 2 1/2" x 1 1 /4" 25 GA DIAD METAL WALL SUPPORT 2X2X1f4" STL, TUBE WELDED TO PLATE STRUT © 8'-0" 0.C. W/-1< 2 1 /2" MTL STUD © 4'-0"O.C. - ° ° ° __ ° •`, METAL CEILING GRID WOOD SPACER BLOCK -NON COMBUSTIBLE 10"X2 1/4"X1/8" STL P ATE 1/8" x 1" FOAM TAPE A SOUND RATED PARTITION BETWEE ACOUSTICAL CEILING TILE WHITE OAK STAINED TO MATCH DESIGNER'S SAMPLE 1" 5/8" GWB BLOCKS '� � NOTES A. ONLY A HEAVY DUTY T -BAR SYSTEM SHALL BE USED. ASCE 7.05 SECTION 3.3.8.2.2 ITEM A. o Z v °'' _'I - MOCKETT, MPB SATIN STAINLESS 3 " 3 " SERIES STANDOFFS /4 DIA. X /¢ H. A. PLAN 1. LATERAL BRACING CLUSTER: FOUR (4) 12 B. WIDTH OF A PERIMETER SUPPORTING CLOSURE ANGLE (WALL ANGLE) SHALL BE NOT LESS THAN GA. GALV. SOFT -ANNEALED MILD STEEL WIRES 2.0 INCHES. ASCE 7.05 SECTION 13.5.6.2.2 ITEM B. } NON -COMB. STUD FLOOR/ROOF STRUCT. C. ON TWO ADJACENT SIDES, THE GRID SHALL BE ATTACHED TO THE WALL ANGLE. POP RIVETS SECURED TO MAIN RUNNER WITHIN 2" OF CROSS I c� ,� BETWEEN WOOD CAP & WALL 'T' ARE ACCEPTABLE ON THE OTHER TWO SIDES. THERE SHALL BE A 1/4 INCH CLEARANCE BETWEEN AND SPLAYED 90' FROM EACH OTHER AT 45' THE ENDS OF THE GRID AND THE WALL. ASCE 7.05 SECTION ITEM B. ,13.5.6.2.2 COMPRESSABLE S c.T MAX. ABOVE HORIZONTAL. CLUSTERS PLACED _JLijD. w •i �••: L MTL AT CORNERS ON THE OTHER TWO SIDES THERE SHALL BE A 3/4 INCH CLEARANCE BETWEEN THE ENDS OF .►�=--= 2X2X1/4" STL. TUBE 12'-0" O.C. X 8'-0" 0.C. AND 4'-0" MAX. FROM THE GRID AND THE WALL ASCE 7.05 SECTION 13.5.6.2.2 ITEM B. R EACH WALL. WIRES SHOULD BE TAUT WITHOUT E. STABILIZER BARS REQUIRED TO PREVENT 1/2" REVEAL ARE THE SPREAD OF MAIN BEAMS AND/OR CROSS NOTE NO. 1 CAUSING CEILING TO LIFT. TEES. CISCA GUIDELINES FOR PAINT RACK BLACK ^' 1 3/4 TREATED PLYWOOD NOTE SEISMIC RESTRAINT FOR DIRECT HUNG SUSPENDED CEILING 1 W '.i'' :.;`' `tl� 2 1 /2" MTL STUD " NO. 1 TURNS MI \ IN 2. INSTALL PER 2012 IBC, ASCE STANDARD ASSEMBLIES, SEISMIC ZONES 3 & 4, MAY 2004, INSTALLAUION SECTION, ITEM 4. 9.6.2.6 CATEGORY DEF, ASTM E580, ASTM C635, F. PERIMETER SUPPORT WIRES ARE REQUIRED WITHIN EIGHT INCHES OF THE WALL FOR ALL EDGES. ASTM 645 AND ASTM C636. SUPPORTING WIRES CISCA GUIDELINES FOR SEISMIC RESTRAINT FOR DIRECT HUNG SUSPENDED CEILING ASSEMBLIES, COMPRESSED /4" NEOPRENE TAPE et. CONT. 'L' MTL-TAPE &FIN. SMOOTH 1 `' 'X' PROVIDE AT 36" O.C. OR AS REVD FOR J� 111 `b / I SEISMIC ZONES 3 & 4, MAY 2004, INSTALLATION SECTION ITEM 2. TO BE GAUGED AND SPACED PER ASTM C841 G. VERTICAL HANGERS SHALL BE N0. 12 GAUGE WIRE SPACED AT 4 FEET ON CENTER OR NO. 10 TABLE 3AND LIGHT GAUGE SPACED AT 5 FEET ON CENTER ALONG EACH MAIN RUNNER. THREE WIRE TURNS REQUIRED ATTACHMENT PER ASTM E580. WIRES PROVIDED. OB EWIRE L TO WALL FOR ENTIRE LENGTH 'X' }; ` F` 5/8" TYPE GWB 7 O / '� 3. SPECIAL INSPECTION REQUIRED FOR CEILING H.TLATERAL ACO NG ISMREOUIREDS SPLAY PODS AT 12"AMAX O.C. 8" MAX FROM WALLS. INSTALLATION PER IBC 1705.1 �j4.3. A STRUT FASTENED TO THE MAIN RUNNER SHALL BE EXTENDED TO AND FASTENED TO THE 4. HEAVY DUTY T -BAR GRID SYSTEM. STRUCTURAL MEMBERS SUPPORTING THE ROOF OR FLOOR ABOVE. CISCA GUIDELINES FOR SEISMIC MAIN RUNNER 5. FOR CEILING AREAS OVER 1,000 SF, PROVIDE RESTRAINT FOR DIRECT HUNG SUSPENDED CEILING ASSEMBLIES, SEISMIC ZONES 3 & 4, MAY 2004, INSTALLATION SECTION, ITEM 3. co ':•' -� 5/8" TYPE GWB ADDITIONAL HORIZONTAL RESTRAINT PER CEILING 2" MAX TYP ", I. CEILINGS OVER 2,500 SQUARE FEET MUST HAVE SEISMIC SEPARATION JOINTS OR FULL HEIGHT 2 Y" X 2 Y" X Y" STL TUBE ' MFG. PARTITION THAT BREAKS THE CEILING UP INTO AREAS NOT EXCEEDING 2,500 SQUARE FEET. ASCE 00 ''•' ' 2 2 4 1/8" THK. STL. BASE PLATE 6. END CONDITION DETAIL: USE 1" SEISMIC 'T NOTE N0. 4 7.05 SECTION 13.5.6.2.2 ITEM D. 2 1/2" MTL STUDS '-`.`:, „ „ „ ON 1 O X 2 Y¢ X YS STL. PL „ (4) DRILLED HOLES CROSS CLIPS AT RECOMMENDED INTERVALS. J. FOR CEILINGS WITHOUT RIGID BRACING, SPRINKLER HEAD AND OTHER PENETRATIONS SHALL HAVE 7. ASCE-7-05 SECTION 13.5.6.2.2 (REFERENCED A 2 INCH OVERSIZEADAPTER THE TILE TO FREE FRAT - d ••�. © 36" 0.C. ANCHORED TO FLOOR SLAB + LEAST 1SLEEVE, INCH INOR DIRECTIONS;EILING MOVEMENT ALL HORZONTHROUGH IN IBC 1613.1). ASCE IS AN ACRONYM FOR OR SPRINKLER HLOW EAD AD EXTENSION AMERICAN SOCIETY OF CIVIL ENGINEERS. TO HAVE A SWING JOINT THAT CAN ACCOMMODATE 1 INCH OF CEILING MOVEMENT IN ALL HORIZONTAL DIRECTIONS. ASCE 7.05 SECTION 13.5.6.2.2 ITEM E. ; ?.: :.` / NOTE: TO BE USED AT NEW CEILING GRID NSTALLARON ONLY. 8. PARTIAL LISTING OF REQUIREMENTS FOR K. CHANGES IN CEILING PLAN ELEVATION SHALL BE PROVIDED WITH POSITIVE BRACING. ASCE 7.05 SUSPENDED CEILINGS: SECTION 13.5.6.2.2 ITEM F. SCHEDULED BASE 1\� L. CABLE TRAYS AND ELECTRICAL CONDUITS SHALL BE SUPPORTED INDEPENDENTLY OF THE CEILING. & FLOORING STUD TRACK `L ASCE 7.05 SECTION 13.5.6.2.2 ITEM G. M. ALL WIRE TIES TO BE THREE TIGHT TURNS AROUND ITSELF WITHIN THREE INCHES. TWELVE GAUGE HANGER WIRES SPACED 4" 0.C. ASTM C 636 ITEM 2,3,4. B. ISOMETRIC `Partial / \ Height Support 3"=1'-0" � BLDG. STD. PARTITION HEAD PARTIAL HT PARTITION PARTIAL HT PARTITION SUPPORTCEILING GRID SEISMIC BRACING DETAIL 7 4 SCALE: NTS (-.)5 3 = 1-0 SCALE: NTS SCALE: NTS 1 1 6 6 #12ANGARo RE ANCHORED NO. 9 GA FIXTURE SUPPORT WIRES AT CENTER ENDS OF EA. FIXTURE, FIXTURE SUPPORT WIRE- TULLY PROJECT NO.: 16.53.01 SCALE: 1/8" -1-011 U.O.N ISSUE: REVIEW ATE. 02.22.17 ISSUE: BID DATE: 02.27.17 REVISION : 3.1.17 TENANT REV. STRUCTURE / SUPPLIED SHOT "HILT" ABOVE BY CEILING CONTRACTOR. PIN BY OR EQUAL 100LB, MINIMUM ANGLE OF WIRE FROM STABILIZER BAR TO PULL OUT TO UNDERSIDE OF STRUCTURE PLUMBLINE = 10° MAX KEEP COMPONENTS FROM SPREADING APART FACE 1 5/8" 20 GA METAL CHANNEL OF WALL 40°8 9 GA LATERAL SUPPORT WIRE GA HANGER SPACING 4'O"Q.c.ji;:--. MAX. �NO. BRACING 4'-0" O.C. WITHIN 3" OF EACH STUD SPLICED AT HANGER /° ` CORNER OF LIGHT FIXTURE. SPLAY WIRES AS SHOWN AND FASTEN TO BEAM OR PURLIN. MIN OF 3 WIRE TURNS (OPTIONAL) 1/2" 20 GA STEEL STUDS ISSUE: PERMIT DATE: 3.2.17 ,� 2 AAPPROVEDRMSTRONG BERG 2 SEISMIC CLIP ' V 4'1°C` EA CONNECTION POINT. ,�► 2'-0" o.c. ,„ MAIN RUNNER 4'-0" 0.C, ` '� AT HANGER RECESSEDBOXED-STUD 2X4 REQUIRED 3 4 /_1-"-1 1 /4PLAY HEAVY DUTY FLUORESCENT LIGHT FIXTURE. C\NG SP P . MPx WALL & CEILING BY CODE ( MARGIN OF ERROR CROSS TEE SCREW „ G• ZA 0• RECE1VE+D1 � MAX 8" MAIN RUNNER TYP, 4'-0" O.C. 'T' �\ C`T� QF TlJiClIVI DETAILS D-8 REVIEWED FOR CODE COMPLIANCE APPROVED APPROVED MAR 1 4 2 17 City of Tukwila / CROSS DO NOT FASTEN TEE TO CLOSURE ANGLE A MR02 Z01� AT ONE END IN EACH DIRECTION. FASTEN TEE TO CLOSURE ANGLE AT OPPOSITE END. 5/8" GYPSUM WALL BOARD. S p� �y+ �+ p� CENTER NOTE: TO BE USED AT NEW CEILING GRID INSTALLATION ONLY. ����y�� l BUI r ING DIVISION DETAIL �� PERIMETER CLG GRID ANGLE DETAIL AT LIGHT FIXTURE SEISMIC BRACING GWB CEILING DETAIL ,g � SCALE. NTS SCALE: NTS I SCALE. NTS � � . � ASSOCIATES �s> � first Avenue 404EQ'D S B �tt I 00,0 A 98104 t e l 2 8 8 29.0001 ' 0 5 X U � ` NOTE: CONFIRM FRAME811 : WIDTH WITH WALL TYPE. i i NOTE: CONFIRM FRAME I TO4 WIDTH WITH WALL TYPE" DySCHEDULED DOOR��CRACING TO\ iBiSILENCER ::;::::::: BUMPER ii&/ I UM� AS GLASS, TEMPERED CONTINUOUS HEAD STABILIZER z� �)J14-- < EXTRUDED ALUMINUM 1II yti�'l1 1P �( ((I J 111� S SI cS� y� 11�� A.C.T. FRAME ll I J p HINGE REINFORCING ED ALUMINUM ��) ���� �� � �� �1�� •^� A.C.T. ValMI FRAME 2-1 /2 MTL STD r ;; ;• ;; I" r I PAINTED FLAT BALCK GLAZING BEAD (`;: HINGE REINFORCING 2-1/2" MTL STD :::; J .: PAINTED FLAT BALCK 5/8" TYPE 'X' GWB GLAZING BEAD ; 1 . o , 5/8" TYPE 'X' GWB BLKG �� 3/8 GLASS, TEMPERED "" ""'' '' BLKG P 2 c PO BOX Seattle, T (206) e s i c J 3436 Washington 890-2299 n c J 98083 y r o u e 0 6 11-1 111 ' AS REQ'D - < TYP. G.W.B. PARTITION EXTRUDED ALUMINUM �!I EXTRUDED ALUMINUM ' FRAME ' NOTE: CONFIRM FRAME NOTE: CONFIRM FRAME FRAME E TYP. G.W.B. PARTITION WIDTH WITH WALL TYPE. GLAZING BEAD SILENCER BUMPER WIDTH WITH WALL TYPE. NOTE: CONFIRM FRAME E 3/8" GLASS, TEMPERED AS REQ'D WIDTH WITH WALL TYPE. 1 SCHEDULED DOOR DOOR FRAME HEAD DETAIL DOOR FRAME JAMB DETAIL DOOR FRAME JAMB @ RELITE DETAIL RELITE FRAME HEAD DETAIL RELITE FRAME JAMB DETAIL SCALE: NTS 24 SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS 4619 REGISTERED ARCHITECT "X" SAMUEL Y. PARK STATE OF WASHINGTON 5/8" TYPE GWB .t. 2x4 WOOD STUDS CONTINUOUS FOAM TAPE, FIT TIGHT AGAINST EXIST.; { ':•:`• I WALL COVERING, 3/8" GLASS, TEMPERED RUBBER BUMPER WOOD BLOCKING AS REQ'D. :>e• WC -1 AS REQ'D MULLION AND/OR SILL, DO NOT FASTEN STUD ;,r • :;` ,' GLAZING BEADTO pp MULLION 1X4 WOOD STUD -33/4" PAINT GRADE WOOD, P -3'2x4 PER SIDE =x: '. .' `= WOOD HEADER EXTRUDED ALUMINUM FRAME ATTACHED TO 1 %" THICK, SOLID CORE FLUSH '`-' ' "<� };' ��� ���� �� PAINT GRADE DOOR. SOUND MENTAL HEALTH 6400 SOUTI�CENTER BLVD. FLOOR 1 TUI�WILA WA 9818 FIRE TREATED WOOD �- I '"' ' ��1 BLOCKING , ACCURATE SPRING LOADED 2 r2" METAL STUD WITH !, Yi 1/8" 5/8" 5/8" 1/8" 5/8"TYPE X GWB ;. POCKET DOOR TRACK HARDWARE. I -- POCKET DOOR EDGE PULL, Yz FIRE TREATED WOOD w;:. BLOCKING RAWL PIN MDI THTC 2" HIGH, 1 3/16" ::• ...:.• s' `:;:",:; �, \\ \ O TO FLOOR OVER ` fL • THROW. STAINLESS STEEL } ,s' ''�' '�' 5/8 PAINT GRADE W00 P-3 CARPET _____�____�_ 1111111111111111111111 4., SCHEDULED BASEIIM r� rrn FLOOR LINE TYP. G.W.B PARTITION W/ TAPE -ON "L" METAL HAGER 25N ADA BACK NOTE. CONFIRM FRAME :,, ., :,, ; .,. � r / TO BACK US U FLUSH PULL �:. . ' <..:.• •.. r: SOLID CORE FLUSH POCKET WIDTH WITH WALL TYPE. EXTERIOR MULLION SET 3 Y2 X 5 ♦ 3/4 // DOOR (SEE DOOR SCHEDULE EXTERIOR SILL BELOW 3 Yz METAL STUD WITH FOR DIMENSIONS) WALL COVERING WC -1 5/8" TYPE "X" GWB V1 - RELITE FRAME SILL DETAILr- PARTITION @ MULLION DETAIL JAMB @ POCKET DOOR HEAD @ POCKET DOOR6 SCALE: NTS .7')SCALE: NTS 8 SCALE: 3" - 1-0 9 SCALE: 3" - 1-0 / SCHEDULED CARPET 1/8" GAUGE X 1/4" STAINLESS SCHLUTER DIVIDER AT CARPET TO LVT FOR SMOOTH TRANSITION FEATHER LATEX AS REQUIRED UNDER REDUCER STRIP TO BE INSTALLED AT TIME OF SMOOTH AND LEVEL TRANSITION TO CARPET TILE ALIGN CARPET INSTALLATION. LVT LUXURY VINYL TILE SCHEDULED SCHEDULED (�j�{((��{(� {( j�{{�� / LINE OF EXISTING CONCRETE SLAB CARPET V.C.T. FLOORING FLOORING NOTES: (M(Iii{(iii{((iM{( \Mdi 1. INSTALL LVT AND PREP FLOOR i i i Qa ° ° �' /. a < ° °EXISTING @ONCRETE SLAB AS PER MANUFACTURERS RECOMMENDATIONS AND SPECIFICATIONS. 2. INSTALL CARPET AND PREP FLOOR < AND OF SCHEDULED DOOR REDUCER STRIP AS PER MANUFACTURERS RECOMMENDATIONS AND SPECIFICATIONS. TULLY PROJECT NO.: 16.53.01 SCALE: 1/8" =1'-0" U.o.N ISSUE: REVIEW DATE: 02.22.17 ISSUE: BID DATE: 02.27.17 REVISION : 3.1.17 TENANT REV. ISSUE: PERMIT DATE: 3.2.17 CARPET TO VCT FLOORING TRANSITION DETAIL CARPET TO LVT FLOORING TRANSITION DETAIL 1 0 SCALE: 3" 1-0 0 1) SCALE: 3" V-0" . RECEIVED TK� CITWILA MAR 02 2017 PERMIT CENTER DOOR/RELITE & MISC DETAILS REVIEWED FOR CODE COMPLIANCE APPROVED MAR142017 . City of Tukwila BUILDING DIVISION DOOR TYPES HARDWARE SCHEDULE DOOR/FRAME SCHEDULE 1 4 QTY. TYPE MANUFACTURER MFR. NO. FINISH DOOR DOOR FRAME DETAILS HDWR REMARKS 811 First Auenue D-9 D-9 LINE OF CEILING SET 1*LATCHSET YALE CYLINDRICAL TO MATCH 2ND FLOOR 5402LN MO 626 NO. TYPE MATL FINISH WIDTH HEIGHT THK MATL HEAD JAMB SET *b R '+F"' cwt Y �,�����; ��x ��„�.�� ✓__-- MAIGHMAIGH MAIUH MAIUH MAIUH MAIUH PROVIDE CARD READER .:. ( 4 BUTT HINGES FULL MORTISE MCKINNEY MP79 4.5X4.5 US26D 01 G GLASS 3'-0" J Suite 4 0 4 SOLID CORE A EXSTG EXSTG EXSTG EXSTG EXSTG EXSTG & DOOR OPENER "A"INTERIOR DOOR: 02 D (NEW) WOOD Stain 3'-0" +/_ 7.0' 3" 1- ALUM 1/D-9 2/D-9 H 1 WALL STOP TRIMCO WVCP 1270 626 FLUSH WHITE OAK VENEER SINGLE DOOR 03 E WOOD Stain 3'-0" FULL HT 14" ALUM 1/D-9 2/D-9 G PROVIDE CARD READER Seattle, A 9 8 1 0 4 D-92 (FINISH: WD -1 LATCH 1 SET SOUND GASKET REFER TO SCHEDULE - 04 A WOOD Stain 3'-0' FULL HT 3„ 14 ALUM 1/D-9 2&31D-9 C pRpVIDE CO T HpoOK 5 MOCKETE COMPANY CH23 3 D 9 FOR DETAILS) QTY. TYPE MANUFACTURER MFR. NO. FINISH 05 E WOOD Stain 3'-0 „ FULL HT s„ 14 ALUM 1/D-9 2/D-9 A t e l. 206.082.0954 SET TU D-9 ``` `` 1 *LOCKSET YALE CYLINDRICAL TO MATCH 2ND FLOOR 5404LN MO BHMA 626 PROVI COAT HOOK 3/8 CLEAR TEMPERED 06 A WOOD Stain 3'-0" FULL HT 14' ALUM 1/D-9 2&3/D-9 C MOCKETE COMPANY CH23 F o ASSOCIATES f 8 X 206.8 8 2.7 510 GLAZING IN BRUSHED B 3 (2) SETS BUTT HINGES FULL 07 Stain 3'-0" FULL HT 1*" ALUM 1/D-9 2&3/D-9 C . 0 1 ALUMINUM FRAME MORTISE MCKINNEY MP79 4.5X4.5 US26D A WOOD 6 CO APPLIED 3M DUSTED 08 WOOD 3'-0" FULL HT 3„ 14 ALUM 1/D-9 2&3/D-9 C pROVIDE COAT HOOK N ;::: CRYSTAL FILM UON DOUBLE DOORS A Stain MOCKETT COMPANY CH23 p -g CLOSER 1 MANUAL FLUSH BOLT TRIMCO 3917 24" TOP 12" BOTTOM 626 09 A WOOD Stain 3'-0" FULL HT s„ 14 ALUM 1/D-9 2&3/D-9 C PROVIDE COAT HOOK ro LOCKSET MOCKETT COMPANY CH23 REFER TO SCHEDULE 1 CLOSER (ACTIVE LEAF) NORTON 8501 626 PROVIDE COAT HOOK 10 A WOOD Stain 3'-0" FULL HT 14" ALUM 1/D-9 2&31D-9 C MOCK T C MPANY CH23 �, 3'-0" 3'-0" TP UON FOR DETAILS Active door indicated 1 DUST PROOF STRIKE TRIMCO 3911 626 11 A WOOD Stain 3 0 FULL HT s„ 1- ALUM 1/D-9 2&31D-9 C OVIDE COAT HOOK MR CONFIRM FRAME WIDTH with an "X" on plan. M CK TT COMPANY CH23 DOOR TYPE "A" W/RELITE WITH WALL TYPE 1 ASTRAGAL WOOD ASTRAGAL FULL LENGTH OF DOOR 12 E WOOD Stain 3-0 FULL HT 14' ALUM 1/D-9 2/D-9 G PROVIDE CARD READER ell P 2 c e s i c n croup N.T.S. 1 WALL STOP TRIMCO WVCP 1270 626 13 A WOOD Stain 3'-0" FULL HT 14" ALUM 1/D-9 2&3/D-9 C PROVIDE COAT HOOK MOCKETT COMPANY CH23 QTY. HOOK PO BOX 3436 SET TYPE MANUFACTURER MFR. NO. .. FINISH 14 A WOOD Stain 3'-0" FULL HT 14" ALUM 1/D-9 2&3/D-9 C �ROVIDECOAT OCKET COMPANY CH23 Seattle, Washington 98083 A. 1 *LOCKSET YALE CYLINDRICAL TO MATCH 2ND FLOOR 5404LN MO 626 15 A WOOD Stain 3'-0" FULL HT 14" ALUM 1/D-9 2&3/D-9 C MOCKETT COMPANY HOOK T (206) 890-2299 LINE OF CEILINGS C 6 SINGLE DOOR 4 BUTT HINGES FULL MORTISE MCKINNEY MP79 4.5X4.5 US26D 16 A WOOD Stain 3'-0" FULL HT 14" ALUM 1/D-9 2&3/D-9 C MIEFT COMPANY CH23 PAINTED HOLLOW METAL FRAME OFFICE LOCKSET 1 WALL STOP TRIMCO WVCP 1270 626 17 EXSTG GLASS - EXSTG EXSTG EXSTG EXSTG EXTERIOR DOOR TO REMAIN 1 SET SOUND GASKET 18 E WOOD Stain 3'-0" FULL HT 14' ALUM 1/D-9 2/D-9 G PROVIDE CARD READER SOLID CORE "B" 19 G GLASS 3' 0" FULL HT ALUM 1 NEW EXTERIOR DOOR TO MATCH EXSTG INTERIOR DOOR: SET QTY. TYPE MANUFACTURER MFR. NO. FINISH 4619 REGISTERED AC IVE PAINT GRADE DOOR 1 * LOCKSET YALE CYLINDRICAL TO MATCH 2ND FLOOR 5404LN MO 626 20 D WOOD Stain 3'-0" FULL HT 14" HM EXSTG EXSTG H PAINT EXSTG DOOR AND FRAME ARCHITECT LEA p PAINT TO MATCH ADJACENT WALL 4 BUTT HINGES FULL MORTISE MCKINNEY MP79 4.5X4.5 US26D 21 D WOOD Stain 3'-0" FULL HT 14' HM EXSTG EXSTG H PAINT EXSTG DOOR AND FRAME c SEMI—GLOSS FINISH SINGLE DOOR 1 CLOSER NORTON 8501 626 22 E WOOD Stain 3'-0" FULL HT 14" ALUM 1/D 9 2/D-9 G PROVIDE CARD READER OFFICE LOCKSET SAMUEL Y. PARK PROVIDE METAL KICKPLATE 23A C WOOD Stain 3' 0" FULL HT 14" ALUM 1/D 9 2/D 9 G STATE OF WASHINGTON N W/CLOSER 1 WALL STOP TRIMCO MCP 1270 626 PROVIDE CARD READER !Illikr dr BRUSHED CHROME 24" H 1 SET SOUND GASKET 23B H WOOD Stain 3'-0" VIF 14' WOOD 9/D 9 8/13-9 L POCKET DOOR HARDWARE ,'/ / CONFIRM FRAME WIDTH 3„ PROVIDE CARD READER AND /� TYPE 24 C WOOD Stain 3-0 FULL HT 14 ALUM 1/D 9 2/D 9 F COA II HOOK OCKE T C M ANY CH23 3'-0" 3'-0" WITH WALL QTY. TYPE MANUFACTURER MFR. NO. FINISH 25 C WOOD Stain 3'-0" FULL HT 14' ALUM 1/D-9 2/D-9 F PROVIDE CARD READER AND COAT HOOK MOCKETT COMPANY CH23 DOOR TYPE "B" SET 1 PULL HANDLE TRIMCO 1017-3 4" X 16" 630 26 C WOOD Stain 3'-0" FULL HT 14' ALUM 1/D-9 2/D-9 H N.T.s. E 1 PUSH PLATE TRIMCO 1001-34"X16" 630 27 A WOOD Stain 3-0 FULL HT 3 i 1 4 ALUM 1/D 9 2&3/D-9 C PROVID COMPANY CH23 T 4 BUTT HINGES FULL MORTISE MCKINNEY MP79 4.5X4.5 US26D 28 A WOOD Stain 3' 0" FULL HT 13i ALUM 1/D-9 2&3/D 9 C PR VI COAT HOOK SINGLE DOOR 4 MOCKETE COMPANY CH23 PUSH/ PULL 1 CLOSER NORTON 8501 626 29 A WOOD Stain 3'-0" FULL HT 14' ALUM 1/D-9 2&3/D -9C PROVIDE COAT HOOKSOUND 1 CLOSER MOCKETT COMPANY CH23 1 WALL STOP TRIMCO W VCP 1270 626 p_g 30 EXSTG GLASS --- EXSTG FULL HT s 14' EXSTG EXSTG EXTERIOR DOOR TO REMAIN LINE OF CEILING 1 SET SOUND GASKET 31 B WOOD Stain (2) 3-0 VIF 14 HM MATCH EXSTG B PAINT EXSTG DOOR AND FRAME MENTAL BRUSHED ALUMINUMQTY. TYPE MANUFACTURER MFR. NO. FINISH 3'-0" HM A PAINT EXSTG DOOR AND FRAME 32 D WOOD Stain VIF 14" EXSTG EXSTG 2 FRAME SET 1 PRIVACY BATH LOCKSET YALE 5490LN 626s.. 33 D WOOD Stain 3'-0" VIF 14 HM EXSTG EXSTG C PAINT EXSTG DOOR AND FRAME D_9 •� SOLID CORE 4 BUTT HINGES FULL MORTISE MCKINNEY TA2714 4.5X4.5 CC4 US26D 34 D (NEW) WOOD Stain 3'-0" VIF 14" HM EXSTG EXSTG F PROVIDE CARD READER ND HEALTH - "C" F ELECTRIFIED HINGE Z COAT HOOK OCKETT C ANY CH23. INTERIOR DOOR: 35 D (NEW) WOOD Stain 3'-0" VIF 14" HM EXSTG EXSTG F PROVIDE CAM RE�gER �ND 6400 SOUTHCENTER COAT HOOK OCK T C MPANY CH2 FLUSH WHITE OAK VENEER (FINISH: WD -1 SINGLE DOOR LOCK, CLOSER 1 WALL STOP TRIMCO WVCP 1270 626 36 D WOOD Stain 3'-0" VIF 13' a HM EXSTG EXSTG H PAINT EXSTG DOOR AND FRAME REFER TO SCHEDULE FOR DETAILS) AND OCCUPANCY INDICATOR 1 SET SOUND GASKET 37 C WOOD Stain 3'-0" FULL HT 14' ALUM 1/D-9 2/D-9 E D. BLVD. -o -- CARD READER 1 CLOSER NORTON 8501 626 38 C WOOD Stain 3'-0" FULL HT 14" ALUM 1/D-9 2/D-9 E FLOOR 1 1 OCCUPANCY INDICATOR FALCON D271 626 39 C WOOD Stain 3'-0" FULL HT 14' ALUM 1/D-9 2/D-9 K p 1 PROVID T COMPANY CH23 CONFIRM FRAME WIDTH AND DEAD BOLT LATCH 40 E SIM WOOD Stain 3' 0" FULL HT 14" ALUM 1/D 9 2&3/D 9 G TUKWILA, WA 98188 PROVIDE CARD READER AND RELITE 3'-0" WITH WALL TYPE QTY. TYPE MANUFACTURER MFR. NO. FINISH 41 D SIM WOOD Stain 3'-0" VIF 14' ALUM 1/D-9 2&3/D-9 C OVI E CO T HOOKS MIP -FT � MOCKETT COMPANY CH23 & RELITE ,I, "C" SET 1 ELECTRIC LOCKSET YALE CYLINDRICAL TO MATCH 2ND FLOOR 5490LN 626 42D SIM WOOD Stain 3'-0" VIF 13i 4 ALUM 1/D 9 2&3/D-9 G PROVIDE CARD READER AND RELITE DOOR TYPE N.T.s. G 4 BUTT HINGES FULL MORTISE ELECTRIFIED HINGES MCKINNEY TA2714 4.5X4.5 CC4 US26D 43 F WOOD Stain 3'-0" VIF 14' ALUM 1/D-9 2/D-9 I 1 SINGLE DOOR 44a F WOOD Stain 3'-0" VIF 14" ALUM 1/D-9 2/D-9 I CARD READER & 1 CLOSER NORTON 8501 626 44b F WOOD Stain 3'-0" VIF 14" ALUM 1/D-9 2/D-9 I LINE OF CEILINGS CLOSER 1 WALL STOP TRIMCO WVCP 1270 626 45 C WOOD Stain 3'-0" FULL HT 14" ALUM 1/D-9 2/D-9 C 1 SET SILENCERS DOOR MFG 46 A WOOD Stain 3'-0" FULL HT 14' ALUM 1/D-9 2&3/D-9 C MTh- CCOMPANY CH23 MATCH EXSTG , DOOR HEIGHTS ,, QTY. TYPE MANUFACTURER MFR. NO. FINISH 47 A WOOD Stain 3'-0" FULL HT 14 ALUM 1/D-9 2&3/D-9 C PROVIDE COAT HOOK OCKET COMPANY CH23 / EXISTING HOLLOW METAL FRAME SET - PAINT TO MATCH 1 *LOCKSET YALE CYLINDRICAL TO MATCH 2ND FLOOR 5405LN MO 626 48 A WOOD Stain 3'-0" FULL HT 14" ALUM 1/D-9 2&3/D-9 C PROVIDE COAT HOOK MOCK TT COMPANY CH23 ADJACENT WALL H 4 BUTT HINGES FULL MORTISE 49 A WOOD Stain 3'-0" FULL HT 14' ALUM 1/D-9 2&3/D-9 C ROVICOAT HOOK OCKETDE T COMPANY CH23 OR REUSE DOOR STORAGE ROOM 1 WALL STOP TRIMCO WVCP 1270 626 50 EXSTG GLASS 3'-0" EXSTG EXSTG EXSTG EXSTG EXSTIDIEXTERIOR DOOR R TO REMAIN PRORELOCATE N "D" INTERIOR DOOR: LOCKSET 1 SET SILENCERS DOOR MFG 51 A WOOD Stain 3'-0" FULL HT 14" ALUM 1/D-9 2&3/D-9 C FLUSH SOLID CORE PAINT GRADE DOOR QTY. TYPE MANUFACTURER MFR. NO. FINISH 52 E WOOD Stain 3'-0" FULL HT 14' ALUM 1/D-9 2/D-9 G PROVIDE CARD READER FINISH: PAINT EXSTG DOOR SET 1 *LOCKSET YALE CYLINDRICAL TO MATCH 2ND FLOOR 53 A WOOD Stain 3'-0" FULL HT 14" ALUM 1/D-9 2&3/D-9 C MOCKIETT COMPANY CH23 N AND FRAME. 1 EXIT DEVICE -NARROW STILE YALE EXIT DEVICE 54 A WOOD Stain 3'-0" FULL HT 13i 4 ALUM 1/D-9 2&3/D-9 C PROVIDE COAT HOOK MOT COMPANY CH23 I I- 3 —0 55 A WOOD Stain 3'-0" FULL HT 14" ALUM 1/D-9 2&3/D-9 C MOCKETT COATHOOK 3 BUTT HINGES FULL MORTISE MCKINNEY MP79 4.5X4.5 US26D » '' LOCKSET WITH PANIC s.. PROVIDE COAT HOOK DOOR TYPE D (REUSE EXISTING OR NEW AS INDICATED) HARDWARE EXIT NORTON 8501 626 56 A WOOD Stain 3 0" FULL HT 14 ALUM 1/D-9 2&3/D-9 C MOCKETT COMPANY CH23 N.T.s. 1 CLOSER ppR VID COAT HOOK DEVISE, CLOSER 626 57 A WOOD Stain 3'-0" FULL HT 14" ALUM 1/D-9 2&3/D-9 C MOCKETE COMPANpY CH23 1 WALL STOP TRIMCO WVCP 1270 HT 14" ALUM 2/D-9 C 58 E WOOD Stain 3'-0" FULL 1/D-9 MOT COMPANY CH23 1 SET SOUND GASKET 59 A WOOD Stain 3'-0" FULL HT 14" ALUM 1/D-9 2&3/D-9 G PROVIDE CARD READER \ SET QTY. TYPE MANUFACTURER MFR. NO. FINISH D-9 LINE OF CEILING J 1 *LOCKSET YALE CYLINDRICAL TO MATCH 2ND FLOOR CL3510 - ARMSTRONG BHMA 626 *NOTE: /... BRUSHED ALUMINUM 1 EXIT DEVICE -NARROW STILE YALE EXIT DEVICE CONFIRM ACTUAL DOOR HEIGHTS IN FIELD. MATCH 2ND FLOOR EXSTG. DOORS / FRAMEHARDWARE LOCKSET WITH PANIC EXIT MATCH EXSTG EXTERIOR DOOR HINGES TULLY PROJECT N0..16.53.01 2 SOLID CORE WHITE DEVISE, CLOSER AND .�. D_g OAK VENEER CARD READER 1 CLOSER MATCH EXISTING "F" INTERIOR DOOR: DOOR ACTUATOR 1 DOOR ACTUATOR SCALE: 1/8" = 1'-O" U.O.N STILE AND RAIL 1 CARD READER * TEMPERED GLASS INSET QTY. TYPE MANUFACTURER MFR. NO. FINISH HARDWARE SCHEDULE (cont.) ISSUE: REVIEW -49 /6"� • (FINISH: WD -1 SET 1 PRIVACY BATH LOCKSET YALE 5490LN 626 QTY. TYPE MANUFACTURER MFR. NO. FINISH DATE. 02.22.17 ♦ N REFER HEDULE ITOS FOR DETAILS) K 4BUTT HINGES FULL MORTISE MCKINNEY MP79 4.5X4.5 US26D 1 RECESSED POCKET DOOR HEADER TRACK WITH FLOOR GUIDE ISSUE: BID ^SET N CONFIRM FRAME WIDTH WITH WALL TYPE SINGLE DOOR 1 ** WALL STOP TRIMCO WVCP 1270 626 L 1 SPRING LOADED EDGE PULL ACCURATE 2011 PDP US26D DATE: 02.27.17 3'-0" -- I, LOCK, CLOSER 1 SET SOUND GASKET DOOR MFG 1 BACK TO BACK FLUSH PULL HAGER 25N US26D �f DOOR TYPE "E" AND OCCUPANCY INDICATOR 1 CLOSER NORTON 8501 626 SINGLE POCKET DOOR REVISION e . 3.1 .17 TENANT REV. N.T.S. 1 OCCUPANCY INDICATOR AND DEAD BOLT LATCH FALCON D271 626 DOOR TRACK FLUSH PULL ISSUE: PERMIT LINE OF CEILINGS DATE: 3.2.17 9 MATCH EXSTG DOOR HEIGHTS 0-9 OF CEILINGS "G" EXTERIOR DOOR: D-9 LINE OF CEILINGS LINE BRONZE ANODIZED ALUMINUM STOREFRONT BRUSHED ALUMINUM DOOR AND FRAME "H" INTERIOR DOOR: FRAME MATCH EXISTING COLOR © PAINT GRADE FLUSH „ „ AND STYLE 0-9 F INTERIOR DOOR: TEMPERED GLASS POCKET DOOR DOOR AND F �;. A' ' TEMPERED GLASS INSET / 8 REF DETAILS FOR R 0 P C HARD A. D-9 RECEIVED CODE i— I— XPROVIDE FLUSH INSET STILE &RAIL WHITE H AD FLASHING ABOVE THE DOOR. o FRAME AND HARDWARE FLUSH PULL CITY ®F TUK�hlILA SCHEDULE COMPLIANCE APPROVED w = METAL FLASHING TO MATCH EXISTING 1 I I RECESSED AND TOUCH LATCH OAK VENEER ❑ MAR 02 2017 _ WD WINDOW FRAME. CAULK AS REQUIRED. r DOOR PULL MAR 2017 (FINISH: -1 Q o REFER TO SCHEDULE N I • < Oo cv FOR DETAILS) PROVIDE ADA COMPLIANT INTERLOCKING THRESHOLD WITH DOOR BOTTOM SEAL. FULL I REFERENCE DETAILS 8/9/D-9PERMIT CENTER D..1 0 PANIC HARDWARE ,.// INTEGRAL WEATHER STRIPPING ON HEAD, iso FOR POCKET HEADER AND JAMB City of Tukwila ro 31-0" ,l, AND STRIKE SIDES. BUILDING DIVISION CONFIRM FRAME WIDTH_HINGE ,. » .� WITH WALL TYPE DOOR TYPE"G"3 —0 3'-0" U—FACTOR— .80 FOR METAL FRAMING ENTRANCE DOOR TYPE F N.T.s. T.s. DOORS DOOR TYPE "H". N.T.s. N.T.S. SHGC — 0.40 1 1'-0" / /1.0 / DN NOTE: REFER TO STRUCTURAL FOR ALL FRAMING AND SUPPORT INFORMATION. SHEET SD -1 AND SD -2. 6 0 w UP 0 w D-11 1' / 1'-0" 10-1" 4'-1 1/2" NOTE: REFER TO STRUCTURAL FOR ALL FRAMING AND SUPPORT INFORMATION. SHEET SD -1 AND SD -2. 1 Z" DIA BRUSHED STAINLESS STEEL HANDRAIL MOUNTED ON INLINE DESIGN HANDRAIL WALL BRACKET HBWA-006. PROVIDE BLOCKING IN WALL FOR ATTACHMENT OF LAG SCREW LEADING EDGE OF GWB RAIL WALL 1-1/2" SOLID WD TREADS. GLUE AND SCREW TO STRINGER STRINGER PER STRUCTURAL 4" ROPPE RUBBER BASE AT LANDINGS. 10" ROPPE RUBBER STRINGER AT STAIRS ROPPE COLOR: BLACK BROWN 193 STRINGER PER STRUCTURAL n HANGER PER STRUCTURAL BEAM PER STRUCTURAL NOTE: REFER TO STRUCTURAL FOR ALL FRAMING AND SUPPORT INFORMATION. SHEET SD -1 AND SD -2. (Thi STAIR PLAN - UPPER FLOOR 1_) SCALE: 1/4" = I-0" STAIR PLAN - LOWER LEVEL SCALE: 1/4" = STAIR TREAD DETAIL SCALE: 3/8" = 1'-0" EXISTING COLUMN PAINTED P-1 PARTIAL HEIGHT WALL W/ 3/4' WHITE OAK WOOD CAP, STAINED TO MATCH DESIGNER'S SAMPLE, W/ 3/4' DIA. X 3/4' H. STAND OFFS. MOCKETT, MPB SATIN STAINLESS SERIES BETWEEN CAP & WALL EXISTING EXTERIOR WINDOW EXISTING EXTERIOR WALL AND WINDOW SILL 4" RUBBER BASE PARTIAL HEIGHT WALL AT UPPER STAIR (TYP) &-Jr SCALE: 3/8 = I-0" EXISTING ACT CEILING OPEN TO STAIR BEYOND . 7 7 NEW STAIR & HANDRAIL BEYOND NOTE: REFER TO STRUCTURAL FOR ALL FRAMING AND SUPPORT INFORMATION. SHEET SD -1 AND SD -2. 6'-10 1/2" 0'-0" LEVEL 1 SHORE UP AND DEMO PORTION OF EXISTING 32 TJ50 PER STRUCTURAL 1'-1 1/2" 8'-3" N TJI'S PER STRUCTR EXISTING ACT CEILING NEW GWB SOFFIT (D 9 EQ TREADS - NEW 42" GUARDRAIL & WOOD CAP \ I NEW BEAM & HANGER PER 7Z STRUCTURAL COUNTINUOUS HANDRAIL 1'-2" / 10'-1" ifl M NEW PARTIAL HT. WALL WITH WOOD CAP REF DETAIL X/D-X • +/- 12'-7 1/4" LEVEL 2 EXISTING BEAM EXISTING EXT. WALL 6'-101/2" 4'-1 1/2" 11 EQ TREADS NOTE: REFER TO STRUCTURAL FOR ALL FRAMING AND SUPPORT INFORMATION. SHEET SD -1 AND SD -2. 12 EQ RISERS • NEW PONY WALLS FOR LANDING SUPPORT - PER STRUCTURAL O -O" LEVEL 1 STAIR ELEVATION - LOWER LEVEL SCALE: 3/8" = 1'-0" STAIR SECTION SCALE: 3/8" = RECEIVED CITY OF TUKWILA MAR 02 2011 PERMIT CENTER 11 811 first Avenue Suite 404 Seattle, WA 90104 T U L LY tel. 206.682.0954 ASSOCIATES fax. 206,682.7510 P2 desicn croup() PO BOX 3436 Seattle, Washington 98083 • T (206) 890-2299 SAMUEL Y. PARK STATE OF WASHINGTON SOUND MENTAL HEALTH 6400 SOUTHCENTER BLVD. FLOOR 1 TUKWILA, WA 98188 TULLY PROJECT NO.: 16.53.01 SCALE: 1/8" =1-0" U.O.N ISSUE: REVIEW DATE: 02.22.17 ISSUE: BID DATE: 02.27.17 REVISION e : 3.1.17 TENANT REV. ISSUE: PERMIT DATE: 3.2.17 STAIR SEyGTDFOR D-11 CODE COMPLIANCE PPROVED MAR 14 2017 City of Tukwila BUILDING DIVISION • 1/2" M M 4 EQ. EQ. EQ. EQ. EQ. X 4 4 4 4 < EXISTING COLUMN PAINTED P-1 PARTIAL HEIGHT WALL W/ 3/4' WHITE OAK WOOD CAP, STAINED TO MATCH DESIGNER'S SAMPLE, W/ 3/4' DIA. X 3/4' H. STAND OFFS. MOCKETT, MPB SATIN STAINLESS SERIES BETWEEN CAP & WALL EXISTING EXTERIOR WINDOW EXISTING EXTERIOR WALL AND WINDOW SILL 4" RUBBER BASE PARTIAL HEIGHT WALL AT UPPER STAIR (TYP) &-Jr SCALE: 3/8 = I-0" EXISTING ACT CEILING OPEN TO STAIR BEYOND . 7 7 NEW STAIR & HANDRAIL BEYOND NOTE: REFER TO STRUCTURAL FOR ALL FRAMING AND SUPPORT INFORMATION. SHEET SD -1 AND SD -2. 6'-10 1/2" 0'-0" LEVEL 1 SHORE UP AND DEMO PORTION OF EXISTING 32 TJ50 PER STRUCTURAL 1'-1 1/2" 8'-3" N TJI'S PER STRUCTR EXISTING ACT CEILING NEW GWB SOFFIT (D 9 EQ TREADS - NEW 42" GUARDRAIL & WOOD CAP \ I NEW BEAM & HANGER PER 7Z STRUCTURAL COUNTINUOUS HANDRAIL 1'-2" / 10'-1" ifl M NEW PARTIAL HT. WALL WITH WOOD CAP REF DETAIL X/D-X • +/- 12'-7 1/4" LEVEL 2 EXISTING BEAM EXISTING EXT. WALL 6'-101/2" 4'-1 1/2" 11 EQ TREADS NOTE: REFER TO STRUCTURAL FOR ALL FRAMING AND SUPPORT INFORMATION. SHEET SD -1 AND SD -2. 12 EQ RISERS • NEW PONY WALLS FOR LANDING SUPPORT - PER STRUCTURAL O -O" LEVEL 1 STAIR ELEVATION - LOWER LEVEL SCALE: 3/8" = 1'-0" STAIR SECTION SCALE: 3/8" = RECEIVED CITY OF TUKWILA MAR 02 2011 PERMIT CENTER 11 811 first Avenue Suite 404 Seattle, WA 90104 T U L LY tel. 206.682.0954 ASSOCIATES fax. 206,682.7510 P2 desicn croup() PO BOX 3436 Seattle, Washington 98083 • T (206) 890-2299 SAMUEL Y. PARK STATE OF WASHINGTON SOUND MENTAL HEALTH 6400 SOUTHCENTER BLVD. FLOOR 1 TUKWILA, WA 98188 TULLY PROJECT NO.: 16.53.01 SCALE: 1/8" =1-0" U.O.N ISSUE: REVIEW DATE: 02.22.17 ISSUE: BID DATE: 02.27.17 REVISION e : 3.1.17 TENANT REV. ISSUE: PERMIT DATE: 3.2.17 STAIR SEyGTDFOR D-11 CODE COMPLIANCE PPROVED MAR 14 2017 City of Tukwila BUILDING DIVISION DT Dr 0 CAI! 1 IINL WOMEN'S RR 143 O O NG EXISTING R ADA RR 139 0 JANITOR CLOSET 142 0 0 0 0 HALLWAY 140 COPY/ PRINT 141 UP F51 FRAMING NOTES: 1. STUD WALLS TO BE DOUG FIR LARCH #2 OR BETTER. 2. SILL PLATES TO BE ATTACHED TO EXISTING SLAB -ON -GRADE USING SIMPSON PHNU-72 PAF @ 6" OC STAGGERED. \\ O PRIVATE OFFICE 158 CONF RM 157 2x4 @ 16" OC BEARING WALL STAIR 156 Project Name: Tukwila Sound Mental Health Stair Project #: 17011-0069 By: PL Date: 2/28/2017 CI tinanGptm 818 Stewart Street, Suite 1000 1 Seattle, WA 1 98101 (206) 332-1900 Structural Sketch: PLAN LEVEL 1 PLAN @ STAIR - FLOOR 1 SCALE: NOT TO SCALE EXISTING GLULAMS ORRIDOR AN IT 267 BREAK ROOM PRIVATE OFFICE s f ROO M 1 1� \ 9 1/2 TJ 1210'@ 24" OC @ LANDING S-1 631) T COPY/PRINT 277 CUT OFF EXISTING TRUSS FRAMING AT BEAM FRAMING NOTES: 1. GLULAM BEAMS TO BE 24F -V4. 2. EXISTING FRAMING TO BE SHORED IN AREA OF WORK DURING CONSTRUCTION. 3. ALL FINISHES, TREATMENTS AND OTHER INFORMATION PER ARCH. PLAN @ STAIR - FLOOR 2 SCALE: NOT TO SCALE 5 1/8 x 22 1/2 GLU LAM CORRID ra 261 S-6 WALL BELOW H Project Name: Tukwila Sound Mental Health Stair DC9 onnanseRs 818 Stewart Street, Suite 1000 1 Seattle, WA 1 98101 (206) 332-1900 Project #: 17011-0069 J RECEIVED CITY OF TUKWILA MAR 02 2011 PERMIT CENTER By: PL Structural Sketch: PLAN LEVEL•2 Date: 2/28/2017 811 First Avenue Suite 404 Seattle, WA 98104 T U L LY tel. 200.002.0954 ASSOCIATES fax. 206.682.7510 P2 cesicn crou PO BOX 3436 Seattle, Washington 98083 T (206) 890-2299 SAMUEL Y. PARK STATE OF WASHINGTON • SOUND MENTAL HEALTH 6400 SOUTHCENTER BLVD. FLOOR 1 TUKWILA, WA 98188 TULLY PROJECT NO.: 16.53.01 SCALE: 1/8" =1-0" U.O.N ISSUE: REVIEW DATE: 02.22.17 ISSUE: BID DATE: 02.27.17 REVISION A, : 3.1.17 TENANT REV. ISSUE: PERMIT DATE: 3.2.17 EVIEWED FOR DE COMPLIANCE APPROVED MAR 14 2017 City of Tukwila BUILDING DIVISION BEAM PER PLAN LSSU 410 AT TOP & LUS 410 AT BOT OF STRINGER, TYP HANDRAIL PER ARCH PONY WALL PER S-7 T/SHTHG 23/32" STRUCT SHTHG MIN AT TREAD, GLUED & NAILED TO STRINGER W/ (3) 0.131"0x21/2" NAILS 19/32" STRUCT SHTHG MIN AT RISER, GLUED & NAILED TO STRINGER W/ (3) 0.131 " 0x21/2" NAILS n e PT 2x4 PLATE W/ PAF 12"OC 4 a .4 4 8" MIN a 23/32" SHTHG MIN AT LANDING --1. LSL3 1/2x14 @ 16"OC 30LB BLDG PAPER BTWN CONC & WOOD FRAMING 4 4 4 4 4 TREADS PER ARCH 4 C Q TYPICAL INTERIOR STAIRWAY ELEVATION 'T I I I I I I I I I i JOIST PER PLAN LSSU 410 STUD WALL PER PLAN, TYP 4 • 4 LANDING PER ARCH RISERS PER ARCH PER PLAN EXISTING GLULAM BEAM EXISTING WALL T/SHTHG RISERS PER ARCH PER PLAN 1 1/2 LSL RIM TYP (2) 2x4 TOP PLATE TYP PT 2x4 PLATE w/ PAF @ 12" OC TYP T/SLAB PER PLAN Project Name: Tukwila Sound Mental Health Stair niriffiffi 818 Stewart Street, Suite 1000 1 Seattle, WA 1 98101 (206) 332-1900 Project #: 17011-0069 By: PL Structural Sketch: S-1 Stair Elevation Date: 2/28/2017 s �} GATH irl ei Peg --11'- - L...„f 2. x6 e 14 " 190,1 STt (--k-`j StM 5tatJ IMSTG' • F A [ t } tL4 S Fk t 1M /-2c [7. tt'1 P En- t) /1 -NI LIZ OL. Sq.. 441-\ 1 tt t,v,t 119 _4'CM artL1 tit= tz A.-cA . . t`G G't6` Oc., (?or1 STI j-1 ci 4(10S14: MSTC7- . -- "L '�T ,� F-1\ 5 (P G( It s"CttD • b� rt<t7 P- 11 FL. -11F( - S-1 Gu 7 iYsct,r-5-rfrc 61 „.1.0c, --x.: —CD C' ct�o�( Project Name: Tukwila Sound Mental Health Stair C1F E n G I n E E R S 818 Stewart Street, Suite 1000 'Seattle, WA 1 98101 (206) 332-1900 Project #: 17011-0069 By: PL Structural Sketch: S-2 Joist Connection Date: 2/28/2017 Project Name: Tukwila Sound Mental Health Stair Da E n G i n E E R S 818 Stewart Street, Suite 1000 1 Seattle, WA 1 98101 (206) 332-1900 Project #: 17011-0069 By: PL Structural Sketch: S-3 Date: 2/28/2017 Existing Joist Connection STAIR ELEVATION SCALE: NOT TO SCALE DETAIL @ STAIR SCALE: NOT TO SCALE DETAIL @ STAIR SCALE: NOT TO SCALE STIr-1 7FLoo r f • '. Fiibc Cp t u LAr /L- r� s i4t 5 -v -1,-A ?--IP'4'7 peseta- 0 t46,t . t1AIStF(l- j� G►�Q� t ST t 4 -Li f! iii9 .- &A -LA iM h I i~1Lki+ 4`/N 1 XtSTtr��'1 Ey-:; c1a(. 51 f r.1 AA 4 -Rtk' ft u-1 6 '1Q • . F L CEIVED : CITY OF TUKWI MAR 0 2 2017 PERMIT CENTER Project Name: Tukwila Sound Mental Health Stair Dcr E n G l n E E R S 818 Stewart Street, Suite 1000 1 Seattle, WA 1 98101 (206) 332-1900 Project #: 17011-0069 By: PL Structural Sketch: S-4 Beam Connection Date: 2/28/2017 Project Name: Tukwila Sound Mental Health Stair C9 E n G I n E E R S 818 Stewart Street, Suite 1000 1 Seattle, WA 1 98101 (206) 332-1900 Project #: 17011-0069 By: PL Structural Sketch: S-5 Glulam Connection Date: 2/28/2017 Project Name: Tukwila Sound Mental Health Stair Project #: 17011-0069 By: PL Date: 2/28/2017 Project Name: Tukwila Sound Mental Health Stair EFIGIFIEERS 818 Stewart Street, Suite 1000 1 Seattle, WA 1 98101 (206) 332-1900 Structural Sketch: S-6 Post Connection Dee Project #: 17011-0069 E n G 1 n EER S 818 Stewart Street, Suite 1000 1 Seattle, WA 1 98101 (206) 332-1900 By: PL Structural Sketch: S-7 Pony Wall Framing Date: 2/28/2017 DETAIL @ STAIR SCALE: NOT TO SCALE DETAIL @ STAIR SCALE: NOT TO SCALE DETAIL @ STAIR SCALE: NOT TO SCALE DETAIL @ STAIR SCALE: NOT TO SCALE 811 first Avenue Suite 404 Seattle, WA 98104 tel. 206.682.0954 ASSOCIATES fax. 206.682.7510 P2 cesic grou PO BOX 3436 Seattle, Washington 98083 T (206) 890-2299 SAMUEL Y. PARK STATE OF WASHINGTON SOUND MENTAL HEALTH 6400 SOUTHCENTER BLVD. FLOOR 1 TUKVVILA, WA 98188 TULLY PROJECT NO.: 16.53.01 ISSUE: REVIEW DATE: 02.22.17 ISSUE: BID DATE: 02.27.17 REVISION * 3.1.17 TENANT REV. ISSUE: PERMIT DATE: 3.2.17 STRUCTURAL ELEVAT DETAIL -2 WED FOR IANCE MAR 1 4 2017 City of Tukwila BUILDING DIVISION