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Home My WebLink AboutPermit D18-0376 - COWLITZ TRIBAL HEALTH - INTERIOR TENANT IMPROVEMENTCOWLITZ TRIBAL HEALTH 6450 SOUTHCENTER BLVD D18-0376 Parcel No: Address: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 0003200011 Permit Number: 6450 SOUTHCENTER BLVD 102 Project Name: COWLITZ TRIBAL HEALTH Issue Date: Permit Expires On: D18-0376 2/22/2019 8/21/2019 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: COWLITZ INDIAN TRIBE 10955 9TH AVE STE D , LONGVIEW, WA, 98632 LINDA DUCEY 1200 FIFTH AVE, STE 1300 , SEATTLE, WA, 98101 Phone: (206) 408-8518 SUPERIOR BUILDERS INC Phone: (253) 922-7160 PO BOX 1849 , MILTON, WA, 983544- 184 SUPERBI112D2 Expiration Date: 3/4/2021 ANDOVER MANAGEMENT COMPANY 900 SE 16TH STREET SUITE 100 , RENTON, WA, 98057 DESCRIPTION OF WORK: INTERIOR TENANT IMPROVEMENT ON THE FIRST FLOOR OF AN EXISTING ONE STORY OFFICE BUILDING TO INCLUDE: REMOVAL OF A SHOWER STALL AND MINOR PARTITION DEMOLITION, NEW CONSTRUCTION OF PARTITION DEMOLITION, NEW TOILET FIXTURE, MINOR RELOCATION OF LIGHT FIXTURES, FOR OFFICE USE, AND NO STRUCTURAL CHANGE. Project Valuation: $70,700.00 Type of Fire Protection: Sprinklers: NO Fire Alarm: NO Type of Construction: VB Electrical Service Provided by: TUKWILA Fees Collected: $2,139.86 Occupancy per IBC: U Water District: TUKWILA Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2017 2017 2017 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 No Permit Center Authorized Signature: [0:;.9) Date: )-,f 7 I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit . •d agree to th o diti s attached to this permit. Signature: Print Name: Date: .0R/ This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 2: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 3: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. ASCE 7, Chapter 13. 4: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 5: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 6: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 7: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one-third and lower one-third of the water heater's vertical dimension. A minimum distance of 4 -inches shall be maintained above the controls with the strapping. 8: Approved plans shall be maintained at the construction site and shall be readily available to the Electrical Inspector. 9: Any change in the scope of work described by the electrical work permit shall require additional work permits. Where approved plans have been issued, revisions to the plans and additional review may be required. 12: 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) 10: 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) 11: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 13: Maintain fire extinguisher coverage throughout. 14: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1010.1.9) 15: 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) 16: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 17: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1010.1.9.1) 18: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1013.1) 19: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1013.6.1) 20: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on-site generator. (IFC 1013.6.3) r'\ 21: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot-candle (11 lux) and a minimum at any point of 0.1 foot-candle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot-candle (6 lux) average and a minimum at any point of 0.06 foot-candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to -minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1008.3.5) 23: 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. 25: Maintain automatic fire detector coverage per N.F.P.A. 72. Addition/relocation of walls, closets or partitions may require relocating and/or adding automatic fire detectors. (NFPA 72-17.5.3.1) 26: Maintain fire alarm system audible/visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible/visual notification devices. (City Ordinance #2437) 24: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2437) (IFC 901.2) 27: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 22: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 28: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 29: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0611 EMERGENCY LIGHTING 1400 FIRE FINAL 0409 FRAMING 0606 GLAZING 0502 LATH/GYPSUM BOARD 0406 SUSPENDED CEILING CITY OF TUKW7rA 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: Date Application Expires: plwr ogAm 52191 (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION King Co Assessor's Tax No.: 000 320 0011 Site Address: 6450 Southcenter Blvd., Tukwila, WA 98188 Suite Number: 102 Floor: 1st Tenant Name: Cowlitz Tribal Health PROPERTY OWNER Name: Linda Ducey Name: Andover Management Company Address: 1200 5th Ave., Suite 1300 Address: 900 SW 16th Street, Suite 100 City: Seattle State: WA City: Renton State: WA Zip: 98057 CONTACT PERSON — person receiving all project communication Name: Linda Ducey Company Name: NELSON WORLDWIDE Address: 1200 5th Ave., Suite 1300 Architect Name: Mark Evans City: Seattle State: WA Zip: 98101 Phone: 206.408.8500 Fax: City: Seattle State: WA Email: LDucey@Nelsononline.com State: GENERAL CONTRACTOR INFORMATION Company Name: Company Name: NELSON WORLDWIDE Company Name: Architect Name: Mark Evans Address: Address: 1200 5th Ave., Suite 1300 City: City: Seattle State: WA City: State: Zip: Phone: Fax: Phone: Fax: Contr Reg No.: Email: Exp Date: Tukwila Business License No.: H: Applications Forms -Applications On Line 2011 Applications Permit Application Revised - 9-9-I I.docx Revised: August 2011 bh New Tenant: Yes ❑ .. No ARCHITECT OF RECORD Name: Company Name: NELSON WORLDWIDE Company Name: Architect Name: Mark Evans 900 SW 16th Street, Suite 100 Address: 1200 5th Ave., Suite 1300 City: City: Seattle State: WA Zip: 98101 Phone: 206.408.8518 Fax: Email: MEvans@Nelsononline.com State: ENGINEER OF RECORD Name: Andover Management Company Company Name: Address: 900 SW 16th Street, Suite 100 Engineer Name: City: Renton State: WA Zip: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Andover Management Company Address: 900 SW 16th Street, Suite 100 City: Renton State: WA Zip: 98057 Page 1 of 4 tTh BUILDING PERMIT INFORMATION 06-431-3670 Valuation of Project (contractor's bid price): $ 70,700 Describe the scope of work (please provide detailed information): Interior tenant improvement on the first floor of an existing one story office building to include: - Removal of a shower stall and minor partition demolition - New construction of partitions and doors - New toilet fixture, minor relocation of light fixtures, for office use. - No structural change. Existing Building Valuation: $ 2,650,500 Will there be new rack storage? ❑ Yes E.. 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? ❑ Yes 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers 0 Automatic Fire Alarm El None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes El No If "yes', attach list of materials and storage locations on a separate 8-1/?"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: Applications Forms -Applications On Line 2011 Applications Permit Application Revised - 0-9-I Ldocx Revised August 201 I bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1st Floor 15,000 3,157 0 11A 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? ❑ Yes 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers 0 Automatic Fire Alarm El None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes El No If "yes', attach list of materials and storage locations on a separate 8-1/?"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: Applications Forms -Applications On Line 2011 Applications Permit Application Revised - 0-9-I Ldocx Revised August 201 I bh Page 2 of 4 PUBLIC WORKS PERMIT INFOIATION — 206-433-0179 Scope of Work (please provide detailed information): Removal of a shower stall and replacing it with a one tankless toilet (at the same location). Addition of one hand sink. Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑ ...Water District #1 25 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate ❑ .. Highline ❑ ...Valley' View ❑ .. Renton ❑ ...Sewer Availability Provided ❑ .. Renton ❑ .. Seattle Septic System: ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): 0 ...Civil Plans (Maximum Paper Size — 22" x 34") 0 ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance 0 .. Easement(s) Proposed Activities (mark boxes that apply)j ❑ ...Right-of-way Use - Nonprofit for less than 72 hours 0 ...Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way 0 ❑ ...Total Cut ❑ ...Total Fill cubic yards cubic yards 0 ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities 0 ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection O .. Geotechnical Report O .. Maintenance Agreement(s) 0 ...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) 0 ...Hold Harmless — (ROW) ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage 0 .. Abandon Septic Tank ❑ .. Curb Cut 0 .. Pavement Cut 0 .. Looped Fire Line Irrigation Domestic Water O .. Grease Interceptor O .. Channelization ❑ .. Trench Excavation 0 .. Utility Undergrounding ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size .. WO # ❑ ...Water Only Meter Size WO # 0 ...Deduct Water Meter Size 0 ...Sewer Main Extension Public ❑ Private 0 ❑ ...Water Main Extension Public ❑ Private ❑ FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 0 ...Water 0 ...Sewer Monthly Service Billing to: 0 ...Sewage Treatment Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Day Telephone: Mailing Address: City State Zip H: Applications Forms -Applications On Line 2011 Applications Permit Application Revised - 3-9-1 I.docx Revised: August 201 I bh Page 3 of 4 P>cRMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZID Signature: Print Name: Linda Ducey Mailing Address: 1200 5th Ave, Suite 1300 Date: 11/14/2018 Day Telephone: (206) 408-8518 Seattle City 14: Applications Forms -Applications On Line 2011 Applications Permit Application Revised - 0-9-11.docx Revised: August 2011 bh WA 98101 State Zip Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIO S ACCOUNT PermitTRAK D18-0376 Address: 6450 SOUTHCENTER BLVD 102 Apn: 0003200011 DEVELOPMENT ADDITIONAL PLAN REVIEW QUANTITY PAID $70.00 $70.00 $70.00 $70.00 $70.00 TOTAL FEES PAID BY RECEIR17353 R000.345.830.00.00 1.00 Date Paid: Monday, April 08, 2019 Paid By: COWLITZ INDIAN TRIBE Pay Method: CHECK 1059 Printed: Monday, April 08, 2019 9:45 AM 1 of 1 !SYSTEMS DESCRIPTIO PermitTRAK S ACCOUNT 1 QUANTITY PAID $1,316.43 D18-0376 Address: 6450 SOUTHCENTER BLVD 102 Apn: 0003200011 $1,316.43 DEVELOPMENT $1,254.93 PERMIT FEE R000.322.100.00.00 0.00 $1,229.93 WASHINGTON STATE SURCHARGE 8640.237.114 0.00 $25.00 TECHNOLOGY FEE $61.50 TECHNOLOGY FEE R000.322.900.04.00 0.00 $61.50 TOTAL FEES PAID BY RECEIPT : R16956 = $1,316.43 Date Paid: Friday, February 22, 2019 Paid By: COWLITZ INDIAN TRIBE Pay Method: CHECK 1042 Printed: Friday, February 22, 2019 9:42 AM 1 of 1 YSTEMS C CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA 0017340000802374464500 Date: 11/28/2018 04:12:07 PM CREDIT CARD SALE VISA CARD NUMBER: **********4482 K TRAN AMOUNT: $823.43 APPROVAL CD: 003733 RECORD #: 000 CLERK ID: Rachelle X {CARDHOLDER'S SIGNATURE} I AGREE TO PAY THE ABOVE TOTAL AMOUNT ACCORDING TO THE CARD ISSUER AGREEMENT (MERCHANT AGREEMENT IF CREDIT VOUCHER) Thank you! Merchant Copy Page 1 of 2 https://classic. convergepay.com/VirtualMerchant/transaction.do?dispatchMethod=printTr... 11 /28/2018 Page 2 of 2 CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA Date: 11/28/2018 04:12:07 PM CREDIT CARD SALE VISA CARD NUMBER: **********4482 K TRAN AMOUNT: $823.43 APPROVAL CD: 003733 RECORD #: 000 CLERK ID: Rachelle Thank you! Customer Copy https: //classic. convergepay. comNirtualMerchant/transaction. do?dispatchMethod=printTr... 11 /28/2018 NtIILAyy ti ,r -4 d � . I908 Cash Register Receipt City of Tukwila Receipt Number R15926 DESCRIPTIONS 1 ACCOUNT PermitTRAK QUANTITY PAID $823.43 D18-0376 Address: 6450 SOUTHCENTER BLVD 102 Apn: 0003200011 $823.43 Credit Card Fee $23.98 Credit Card Fee R000.369.908.00.00 0.00 $23.98 DEVELOPMENT $799.45 PLAN CHECK FEE R000.345.830.00.00 OTAL FEES PAID BY RECEIP : R15926 0.00 $799.45 $823.43 Date Paid: Wednesday, November 28, 2018 Paid By: THOMAS FINK Pay Method: CREDIT CARD 003733 Printed: Wednesday, November 28, 2018 4:12 PM 1 of 1 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 Die -037(o Proj t: t+2.:1-kbt l Type of Inspection: Reltv( Adcjres I Lou-16490 Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: Epproved per applicable codes. El Corrections required prior to approval. COMMENTS: r€fn *±-slp ec-►�„, Inspector Si-ci A i 44. Date: 6).„13_19 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 JI 3 Project: 40tH <7.— Type of Inspection: SdS Pin t s-4Hl Address: St !44mvrti/1— Date Called: _b Special Special Instructions:L Date Wanted: b -a ,9 a.m. p.m. Requester: 2L3 Phone No: ZS3 ere 4711 pproved per applicable codes. ['Corrections required prior to approval. C • MMENTS: Inspector: Date: 1.x[3-�n7 n 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 ole 03 -?L. 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: G L, ..7..- Type of Inspection: Z►c A4 Address: &I4 SO 0 Date Called: Special Instructions: /02— Date Wanted: tof..17j y q P.m. Requester: 106 Phone No: ?-aki 271 Approved per applicable codes. Corrections required prior to approval. MMENTS: Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 bi o3 - Project: atArrz. -re,t244-i_- �r Type of Inspec io : C•tyWavk Date Called: Address: Special Instructions: -k /°2--1I Date Wanted: -g y a.m� p.m. Requester: Phone No: 7.,1.3-7.2.- 7",o Approved per applicable codes.Corrections required prior to approval. OMMENTS: nspector: Date: ,t_Ln_. REINSPECTION EE 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 be 03% 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: LO LLTZ ''-rii a. AA Type of Inspection: .--,/CI Date Called: Address: ,4 o --•,• - Special Instructions: iQ2f._ Date Wanted: // Z --t ! `� a,rr p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. MMENTS: 4*2;303,==irz- Inspector: Date: n REINSPECTION tEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Btvd., 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 (J‘s 0516 Project: Type of Inspection: Address:�[�.-� C 049 3O 4'cl `� Lk Date Called: Special Instructions: Got— Date Wanted:Lm_ 3—Zi -111 p.m. Requester: 1/48 effl a Phone No: 253 820 ©Sb Approved per applicable codes. Corrections required prior to approval. COMMENTS: GHQ --‘4%1c� igSt="7"-44(t___. a� Sep. 4 4.1 112— dik('3 Inspector: Date: n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. NSP ON NO. INSPECTION RECORD Retain a copy with permit Dk& 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: C.� -0- /� Type of Ins ection: c'^'t/\ Address: • ' 44._£uJ Date Calle 7 Special Instructions:Pa--Date Wanted: X7'6—il �GJ l a.m. p.f1'i. Requester: Bus Phone No: z,c3 & o c SL Ei Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS:-6ZtOcw.4.04/ s ' I`4, vV\, i� 4L kl To 617/ID Qom. zJ /19- I . Inspector: Date: / ,/ -19 REINSPECTIOYFEE REQUIRED. Prior to next inspection, fee must be paid at 6300 .Southcenter Blvd.. Suite 100. Call to schedule reinspection. REVIE CODE CO APP RECEIVED CITY OF TUKWILA DFOR- LIANCE OVED 2 2019 ukwila DIVISION 0 0J 5 w 0 MAR 2 0 2019 RMIT CENTER BEVtSIO Da -037(e weaganlg :aolnaa e%uaing y11p3 :Jasn 6M1Yb1SNOJ OW3a I-Ob-V3SVD—£\H321MSJNIMVW\471eaH legpl zaHMo3-00'gOZ£0'9T\tlM\Auedwo3 Janopuy 41 PCS Structural Solutions Seattle 1011 Western Avenue, Site 810 Seattle, WA 98104 206.292,5076 Tacoma I 1250 Pacific Avenue, Suite 701 Tacoma, WA 98402 253.383.2797 Portland 101 SW Main Street. Suite 280 Portland, OR 97204 503.232.3746 www.pcs-structural.com STRUCTURAL CALCULATIONS FOR COVVLITZ TRIBAL HEALTH TENANT IMPROVEMENT OPERABLE PARTITION SUPPORT TUKINILA, VVASH INGTON REVISION N01__1.. RECEIVED CITY OF TUKWILA MAR 2 8 2019 PERMIT CENTER PREPAREl7 BY PCS STRUCTURAL 5OLUT/ON5 FEBRUARY 26, 2O1 q 11-260 DI' -o37 i, REVIEWED FOR CODE COMPLIANCE APPROVED APR 02 2019 City of Tukwila BUILDING DIVISION 031 PCS Project: 6OG C/7 - 7Ki6At / f{Liff 74 -/Job No' �9.�Co0 2 Subject Sheet 1 of 9 Name' /Ih7P Structural Solutions Originating Office: g Seattle ❑ Tacoma ❑ Portland Date• a//9/02a/67 Seattle Tacoma Portland (e)V)AL.L. tl l (y) Zx4 t (ox to wI I SiMPSoN H1iCQ(alo-SDs EA C f4 e.N10 1011 Western Avenue, Suite 810 • Seattle, WA 98104 • tel: 206.292.5076 1250 Pacific Avenue, Suite 701 -Tacoma, WA 98402 • tel: 253.383.2797 101 SW Main Street, Suite 280 • Portland, OR 97204 • tel: 503.232.3746 www.pcs-structural.com 2 of 9 BOT. 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Subject- Sheet Job No• /9.2Goo 4 of 9/MI /MI Structural Solutions Originating Office: ❑ Seattle ❑ Tacoma ❑ Portland mom at '6= PART/r1dN Date • `27(//e74 2°/ CA 5e 0: PART' -LO i5 5T-bizALA- PANELS AT A SHwpo1ZT : t'1n 1J; red 10 25`8 1.06 s i g7- 7‘P5 zi‘P5 PL -F)63,083_ "! 025 Le 1 vZ WparFifion - 82.P?P0839 0,2)3 Le (otA`$ W s-tofc� . 1.7tr - (./-5PL F (/rz t) n2- 5 cg tt 1.3,I� (08T tio•�}- C 3. o "/F r Lt.Y ON) Yn� R W z 5? Pl_r C 13 ,c��3')/2 = 3 21 _ SQ't,r 63.os31/g = i oiD LRa• F OR PL _ _» pc-r6;.0e39 Seattla 1011 Western Avenue, Suite 810 • Seattle, WA 98104 Tacoma 1250 Pacific Avenue, Suite 701 • Tacoma, WA 98402 Portland 101 SW Main Street, Suite 280 • Portland, OR 97204 (os y LP • tel: 206.292.5076 • tel: 253.383.2797 • tel: 503.232.3746 www.pcs-structural.com 5 <II PCS Project: L I ? RI 0/91-- Lf'Rt.TI1 Ti lob No. / 901 60 6 Subject. 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O r.0 1• I.o 1. 1.0 l.0 ',I 51 Ct. 127; 51/: Acc.ote7t Nns '.y. 1. 2 %c) I.to Ab trioaJA�• St�PPoNT 1S REOIP -RD Gd NSIDEIZ Ccr I �= F = /05•0 f's/ Seattle 1011 Westem Avenue, Suite 810 • Seattle, WA 98104 • tel: 206.292.5076 Tacoma 1250 Pacific Avenue, Suite 701 • Tacoma, WA 98402 • tel: 253.383.2797 Portland 101 SW Main Street, Suite 280 • Portland, OR 97204 • tel: 503.232.3746 www.pcs-structural.com PCSProject: �D4+lGi7 T/�l/3AL /10477/T / Job No.%9'�lQ� 7 Subject: Sheet 6 of 9 Name Structural Solutions Originating Office:' Seattle 0 Tacoma 0 Portland Date. x%/9`20/7 /no 11/9,6t& Mie r/ 772fV VERT e6-1‘)n/NG Coy: 1712- l6• -4 (12"I3 b �jE12T_ t3ENt7INC, ovAY, .5"i Ps1 SAT iz 4 .. 1 6No(N(. 1.0 1.0 (0 (.o /350 PSI /67o ca.FT(!2"0 5 - y7,9oin3 /-h) e/? /3En pie -.1 okA Ver arl t, Se -t G 1‘o 1,0 1.0 Cc yr ;be./ PSI r-- Fv _ , et, CM Ct CL z F = /70 PSI 3V 3(10x5`/4) q ' :b4 a �S` ! 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MO vA0te PART f rtoHs Cnolr2Ess1oN1 ' 1 1 1 FG `-'5 9 VI: C p = /4 F / 5c) Ps ► CP c, )1e 13.083' 1, rIN-PII)i 13,053102A) d 5.5" = as.5 4 50 rCE 0. 522 (6 26 000 P'S 1) to21 Psi ( 8,S)t It- (r6/F ) 1(F«/f ) ac J tc6(a 6,21 1'51 JFc /1560rs, 4.c1,2 6, 0.8 C SA W N CAA M /E,61/.1 o (0. 6, 8 Fame -/r= -c 0. 3$ r ` - F Ce - 1500 es, (a, 3e) - 570 ('sf 45Y /2.5 PSS► << 570 r515 a, as in 2 Fuse CD' 10 , f Seattle 1011 Westem Avenue, Suite 810 • Seattle, WA 98104 • tel: 206.292.5076 Tacoma 1250 Pacific Avenue, Suite 701 -Tacoma, WA 98402 • tel: 253.383.2797 Portland 101 SW Main Street, Suite 280 • Portland, OR 97204 • tel: 503.232.3746 Nbs www.pcs-structural.com Project: 7:40/4)e./rt T%ffeAG HEAGT/�i T� Job No: 9.?9 41 PCS 8 of 9 qmp 6,0 Subject: Sheet Name: Structural Solutions Originating Office: ja Seattle 0 Tacoma 0 Portland Date• «2//9f 9 m,V413GE MRT1 r/oN3 Seattle Tacoma Portland Supportr lir /,u000 & AM rmAx _ Vv prhtiun = I0631.45 Nil m 8. = /Q,qo LB A/D5 T. /0767 1.0 1,0 1.0 Ct C j f.o £No b/sT = Yp = y(a// ') j _1 ►�904" > �1 A•il;tin 1011 Westem Avenue, Suite 810 • Seattle, WA 98104 • tel: 206.292.5076 1250 Pacific Avenue, Suite 701 • Tacoma, WA 98402 • tel: 253.383.2797 101 SW Main Street, Suite 280 • Portland, OR 97204 • tel: 503.232.3746 www.pcs-structuraLcom Project:a PCS W L/1 TRJl3A 4 (j J t-ni TI Job No• 1 9Z�O Subject Sheet 9 of 9 Name, A Yh h Structural Solutions Originating Office: [ Seattle ❑ Tacoma ❑ Portland Date: R 11 I/201 201 R Movita‘ ?Art r irio0 S eoauMnl Seattle Tacoma Portland (2) 2x`i bFd'2 r;:„ 1350 jy S/ Ern i n= 5801 ago r S i I i 1 (i4 �CP 1/ '(/2a4) y,/ E 60622Er»in 1).822 (.5W00/1-0 CS�Y.�7 = �v(a Psi Fiekx 6,I6 Cr, 0.17 1350 /'s7 (o . r 7) A 3 (0 psi 1� /6,25- `.R 1"c ` 20.542(3,s - - e/8 £4 se (2) /Jl 1011 Western Avenue, Suite 810 • Seattle, WA 98104 • tel: 206.292.5076 1250 Pacific Avenue, Suite 701 • Tacoma, WA 98402 • tel: 253.383.2797 101 SW Main Street, Suite 280 • Portland, OR 97204 • tel: 503.232.3746 www.pcs-structural.com 10 Interior Lighting - Building Area Method LTG -INT -BLD 2015 Washington State Energy Code Compliance Forms for Commercial B Project Title: Cowlitz Tribal Health 11/14/2018 Calculation Area NOTE 9 'Date 0 New Construction O Addition - O Addition For Building stand alone + existing O Spaces where < 50% of O Spaces where 2 50% of O Spaces where the Use luminaires are replaced luminaires are replaced is changing (C505) Department Use "' LPA Calculation Type 0 Standard Q Additional Efficiency Package Option o 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. Office User Note 2'x4' Recessed LED Light Fixture Maximum Allowed Lighting Wattage"OTE , 32 Building Area Location (plan #, room #, or ALL) Area Description Gross Interior Area in ft2 Allowed Watts per ft2 Watts Allowed (watts/ft2 x area) NOTE 2 Office ALL TENANT SUITE 3157 0.66 2084 City of Tukwila BUILDING DIVISION 111V 28 2018 Total 3157 oposed Lighting Wattage Building Area Location (plan #, room #) Fixture Description NOTE 3.4.5. a Number of Fixtures Watts per Fixture NOTE r Watts Proposed Office ALL but#109 2'x4' Recessed LED Light Fixture 32 32 1024 Office ALL 2'x2' Recessed Florecsent Light Fixture 12 30 360 PIECE/VE-1 CITY OF TU KWl City of Tukwila BUILDING DIVISION 111V 28 2018 Compliance by Building Area "°TE Building Area --------•-v- Total Allowed Watts Total Proposed Watts Interior Lighting Power Allowance REVKINED FOR office CODE COMPLIANCE APPROVED 2084 1384 COMPLIES DEC 14 2018 PIECE/VE-1 CITY OF TU KWl City of Tukwila BUILDING DIVISION 111V 28 2018 A PEFMIT CENTER Note 1- List all unique building areas per Table C405.4.2(1) that occur in the Totals 2084 1384 project scope. Select building area category from drop down menu. Note 2 - Unlit Message - Enter lighting fixture information for this building area surface In Proposed Lighting Wattage table to generate Lighting Power Allowance. Note 3 - Proposed fixtures must be listed in the building area in which they occur. List all proposed lighting fixtures including exempt lighting equipment and existing -to -remain fixtures. Note 4 - For proposed Fixture Description, indicate fixture type, lamp type (e.g. T-8), number of lamps in the fixture, and ballast type (f included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. Note 5 - For lighting equipment eligible for exemption per C405.4.1, note exception number and leave Watts/Fixture blank. Note 6 - Existing -to -remain fixtures shall be included in the Proposed Lighting Wattage table in the same manner as new fixtures. Identify as existing in fixture description. Note 7 - For proposed Watts/Fixture enter the luminaire wattage for installed lamp and ballast using manufacturer or other approved source. For luminaires with screw-in lamps, enter the manufacturer's listed maximum input wattage of the fixture (not the lamp wattage). For low voltage lighting, enter the wattage of the transformer. For line voltage track/busway systems, enter the larger of the attached luminaire wattage or 50 wattsAineal foot, or enter the wattage limit of permanent current limiting device. Note 8 - Proposed Wattage for each Building Area type shall not exceed the Allowed Wattage for that Building Area type. Trading wattage between Building Area types is not allowed under the Building Area Method compliance path. 10t. tilik14" svore & - l.alculauon Area ueralls: a. Lighting fixtures in a building addition may comply as a stand alone project, or they may be combined with the overall existing building lighting systems to demonstrate compliance. Refer to C502.1. b. For alterations and building additions, provide Building Area types and gross interior areas in the Maximum Allowed Lighting Wattage table. If a building addition will comply as combined with the overall existing building lighting systems, include all applicable existing Building Area types and gross interior areas. c. If less than 50% of existing lighting fixtures will be replaced, use LTG-INT-SPACE form to document compliance. Lighting Summary LTG -SUM 2015 Washington State Energy Code Compliance Forms for Commercial Buildings induding R2, R3, R4 ov Project Info Compliance forms do not require a password to use. Instructional and calculating cells are write - protected. ProjectTitIe. Cowlitz Tribal Health Date 11/14/2018 Applicant Information. Provide contact information for individual who can respond to inquiries about compliance form information provided. For Building Department Use N Company Name: NELSON Company Address: 1200 5th Ave, Suite 1300, Seattle, WA 98101 Applicant Name: Edith Bukenya Applicant Phone: 206.408-8500 Applicant Email: EBukenya@nelsononline.com Project Description ❑ No Lighting Scope with lighting compliance forms. ❑ New Building ❑ Addition 0 Alteration Include PROJ-SUM form (included in envelope forms workbook) Interior Lighting Description System Induded Existing interior lighting system consists of (23) 2'x4' LED recessed light fixtures and (12) recessed downlights. This project relocates (3) 2'x4' LED recessed Tight fixutres and removes (9) recessed light fixutres. The new proposed wattage is 1,384 watts which is less than the 2015 WSEC Interior Lighting Power C405.4.2 (Table C405.4.2(1) Building area method) allowable watts of 2,084. El Interior Lighting Plans Interior Lighting Power Allowance Method ✓ Building Area Method ❑ Space -by -space Method Select method used in project. Interior Lighting Controls ❑ All C405.2.1 - C405.2.8 Lighting Controls ❑ C405.2 Exception 5 Luminaire Level Lighting Controls (LLLC) ❑ Additional Efficiency Package Option C406.4 Enhanced Digital Lighting Controls To comply with C406.4, no less than 90% of the total installed interior lighting power shall comply with the required controls per C406.4. Dwelling Unit Interior Lighting Permanently installed interior lighting fixtures in dwelling units 0 C405.2 thru C405.5 Commercial Lighting Controls and 0 C406.3 High Efficacy Lighting 0 R404.1 Residential High Efficacy Lighting. Dwelling provision comply with: ® No LPA Units Dwelling unit lis it Residential iCeCirtOMptifildgerns. Exterior Lighting System Description ❑ Exterior Lighting Plans Included APPROVED DEC 14 2018 City of Tukwila Building Additions Refer to Section 0502.2.6 for additional requirements. Compliance Method Aga,aPJ,VISI t -INT Wattage lighting Lighting systems in addition area comply with all applicable provisions as a stand alone new construction project ❑ - --- ❑ ❑ in Lighting systems in addition are combined with existing• building lighting systems to demonstrate compliance Addition is combined with existing: For interior lighting projects, include new + existing -to -remain Proposed Lighting Wattage table in LTG -INT -BLD or LTG For exterior lighting projects, include new + existing -to -remain Proposed Tradable and Proposed Non -Tradable Lighting interior lighting fixture wattage in -SPACE form exterior lighting fixture wattage tables in LTG -EXT form. RECEIVED CITY OF TUKWILA NOV 2 8 2018 PERMIT CENTER Lighting Summary, cont. LTG -SUM 2015 Washington State Energy Code Compliance Forms for Commercial Buildings induding R2, R3, R4 over 3 storm and all R1 Revised Nov 2017 Project Title: Cowlitz Tribal Health IDate 11/14/2018 Change of Space Use ❑ Existing interior lighting systems in areas under -going a change in space use are upgraded to comply with LPAs for the new space types per Tables C405.4.2(1) or C405.4.2(2). Identify interior spaces requiring LPD upgrade to the current Code in Proposed Lighting Wattage table in LTG -INT -BLD or LTG -INT -SPACE form. Interior and Exterior Lighting Alterations Lighting Power Interior lighting Parking garage 1 Exterior lighting a 50% or more of existing are replaced ❑ ❑ ❑ Select all Lighting Power and lighting + Control elements that apply to the scope Less than 50% of existing are replaced ❑ ❑ of the retrofit project. If project includes a — Lamp and/or ballast replacement only - combination of spaces where less than 50% of the existing fixtures are replaced in some spaces, and 50% or more of the existing total wattage not increased ❑ ❑ ❑ `0% fixtures are replaced in others, then or more replaced - Total lighting power of new + existing -to -remain fixtures shall comply with total p lighting provide separate li hti power compliance forms for the two retrofit LPA per Sections C405.4.2 and C405.5.2. Include new + existing -to -remain fixtures in Proposed Lighting Wattage table in LTG -INT -BLD, LTG -INT -SPACE or LTG -EXT form. conditions. Spaces undergoing the same Less than 50% replaced - Total lighting power of new + existing -to -remain fixtures shall not exceed the type of retrofit may be combined into one total lighting power prior to alteration. Include new + existing -to -remain fixtures in the Proposed Lighting lighting power compliance form. Wattage table in LTG -INT -BLD, LTG -INT -SPACE or LTG -EXT form Refer to Section C503.6 for additional requirements. 50% threshold applies to number of luminaires for interior spaces and parking garages, and total installed wattage for exterior luminaires. Lighting Controls Interior lighting Parking garage Exterior lighting All alteration lighting controls shall be New wiring installed to serve added commissioned per C408.3. fixtures and/or fixtures relocated to new ✓ ❑ ❑ circuit(s) New or moved lighting panel ❑ ❑ ❑ Interior space is reconfigured ii �?, luminaires unchanged or relocated only , , •> Y New wiring or circuit - For interior lighting, provide required manual controls per C405.2 3, occupancy sensor controls per C405.2.1, daylight responsive controls per C405.2.4 and application specific lighting ❑ No changes are being made to controls per C405.2.5. For exterior lighting, provide required controls per C405.2.7. the interior or exterior lighting New or moved panel - Provide all applicable lighting controls as noted for New Wiring and automatic systems and existing space time switch controls per C405.2.2. uses and configuration are not , Reconfigured interior space - Provide all required lighting controls that apply to a new interior space. changed. Application specific lighting control provisions per C405.2.5 do not apply to reconfigured spaces. °I)ERM1T COORD COP'( • PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0376 DATE: 03/28/19 PROJECT NAME: COWLITZ TRIBAL HEALTH SITE ADDRESS: 6450 SOUTHCENTER BLVD #102 Revision # before Permit Issued Response to Correction Letter # X Revision # 1 after Permit Issued DEPARTMENTS: Building Division Public Works 1)-9441 1111 Fire Prevention Structural Planning Division ❑ Permit Coordinator E • PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: 04/02/19 Structural Review Required DATE: APPROVALS OR CORRECTIONS: DUE DATE: 04/30/19 Approved Approved with Conditions EI Corrections Required ❑ Denied ❑ (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping ❑ PW 0 Staff Initials: 12/18/2013 PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0376 DATE: 11/28/18 PROJECT NAME: COWLITZ TRIBAL HEALTH SITE ADDRESS: 6450 SOUTHCENTER BLVD 102 X Original Plan Submittal Response to Correction Letter #_ Revision # before. Permit Issued Revision # after Permit Issued !VI DEPARTMENTS: �� 'PC) Division 114 ki) Public Works vi MA Aug, pz►(-lei Fire Prevention Structural PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) KANB NSA 17--10-41 Planning Division • Permit Coordinator DATE: 11/29/18 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 12/27/18 Approved Corrections Required ❑ Approved with Conditions ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire 0 Ping 0 PW ❑ Staff Initials: 12/18/2013 4 PROJECT NAME. Co9_' PERMIT NO: al le— 0 37 (0 SITE ADDRESS: (,Jjy) SOJfi�c ORIGINAL ISSUE DATE: a. -x-11 REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS STAFF IIT S ISSUED DATE STAFF IN TIALS I ' r119 Summary of Revision: Received by: -Q-1 ti Summary of Revision: S.}„t„-}.,,�,a, 04,•) i -r p e ,� I? 14) u ('1t Cy I Received by: ✓6// -'--- REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) • City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 3 — )`15 - % 7 Plan Check/Permit Number: D j g- 63 -7 O Response to Incomplete Letter # O Response to Correction Letter # IV -Revision # ( after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # RECEIVED CITY OF TUKWILA MAR 2 8 2019 PERMIT CENTER Project Name: OL/ rz- TP I �jL f-} EAL ri4 Project Address: Co'/ re, r.tErz RL I'D At ib a_ Contact Person: FQynroo.N Phone Number: dc -1- %1 o> 771 Summary of Revision: N trEOEt• Sr2cxrtJp.A4- ehx46-,, FOR OPE QAr uAu, . Sheet Number(s): "Cloud" or highlight all areas of revision including date offrevision Received at the City of Tukwila Permit Center by: gEntered in TRAKiT on 3 - W:\P ,nit Center\ TemplateslForn sRevision Submittal Formdoe Revised: August 2015 awletei /c_e).) • • Home Espanol Contact Safety & Health Claims & Insurance 11:11) Washington State Department of Labor & Industries A -Z index Help My ELI Workplace Rights Trades & Licensing SUPERIOR BUILDERS INC Owner or tradesperson Principals SCHWEITZER, JOHN MATTHEW, PRESIDENT SCHWEITZER, DEE ANN, SECRETARY Doing business as SUPERIOR BUILDERS INC WA UBI No. 601 164 748 PO BOX 1849 MILTON, WA 98354-1849 253-922-7160 PIERCE County Business type Corporation Governing persons DEE SCHWEITZER JOHN MATTHEW SCHWEITZER; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. SUPERBI112D2 Effective — expiration 03/22/1989— 03/04/2021 Bond OLD REPUBLIC SURETY CO Bond account no. YL1223457 $12,000.00 Received by L&I Effective date 12/20/2001 03/04/2002 Expiration date Until Canceled Insurance Landmark American Ins Co $1,000,000.00 Policy no. LHA139947 Received by L&I Effective date 03/28/2018 04/04/2018 Expiration date 04/04/2019 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings Help us improve No lawsuits against the bond or savings acc(� during the previous 6 year period. L&I Tax debts '�+ No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. 0 License Violations No license violations during the previous 6 year period. Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. This company has multiple workers' comp accounts. Active accounts L&I Account ID 531,963-01 Account is current. Doing business as SUPERIOR BUILDERS INC Estimated workers reported Quarter 4 of Year 2018 "21 to 30 Workers" L&I account contact TO / KARLA BOWMAN (360)902-5535 - Email: BOWK235@Inl.wa.gov Track this contractor iris Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes No strikes have been issued against this contractor. Contractors not allowed to bid No debarments have been Issued against this contractor. Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for. Inspection results date 10/06/2016 Inspection no. 317941935 Location 616 St Helens Ave Tacoma, WA 98402 Violations © Washington State Dept. of Labor & Industries. Use of this site is subject to the laws of the state of Washington. Help us improve COWW__IT'Z TRIBAL HEALTH OFFICE TENANT IMPROVEMENT 1ST FLOOR, 6450 BUILDING 6450 SOUTHCENTER BLVD. TUKWILA, WA 98188 6450 BUILDING 6450 SOUTHCENTER BLVD. TUKWILA, WA 98188 1 LOCATION MAP M )Rid 2iJAOGNd AN -0 / NTS co PROJECT NORTH 6450 BUILDING 6450 SOUTHCENTER BLVD. TUKWILA, WA 98188 TUKWILA PARK SITE MAP AN -01 NTS c� m PROJECT TRUE NORTH NORTH BUILDING INFORMATION SITE ADDRESS: PARCEL NUMBER: LEGAL DESCRIPTION: ZONING: BUILDING DESCRIPTION: DATE OF CONSTRUCTION: CONSTRUCTION TYPE: FIRE PROTECTION: NUMBER OF STORIES: BUILDING TOTAL FLOOR AREA: 6450 SOUTHCENTER BLVD, TUKWILA,WA 98188 000320-0011 GILLIAM W H -D C # 40 POR OF DC LY SLY & WLY OF CORD #622 & 65TH AVE S & NLY OF ST HWY 1-1 TGW POR VAC MACADAM RD ADJ TGW POR DAF - BEG NXN C/L SOUTHCENTER BLVD & W LN OF SEC TH ELY ALG C/L OF SD RD 4543.03 FT TH N 00-14-00 E 272.03 FT TO TPOB TH N 69-59-00 E 165 FT M/L TO WLY MGN 65TH S TH SELY ALG SD WLY MGN TO NLY MGN OF MACADAM RD TH WLY ALG SD NLY MGN 200 FT M/L TO PT S 00-14-00 W FR TPOB TH N 00-14-00 E 96.21 FT M/L TO TPOB TGW POR VAC MACADAM RD AD) 0 STRUCTURE CLASS: MASONRY, 1 STORY, MULTI -TENANT OFFICE/RETAIL 1989 II -B NON SPRINKERLED 1 15,000 SF GROSS PROJECT DESCRIPTION INTERIOR TENANT IMPROVEMENT TO INCLUDE MINOR DEMOLITION, NEW CONSTRUCTION, NEW TOILET FIXTURE, EXISTING CEILING GRID WITH MINOR RELOCATION. OF LIGHT FIXTURES, FOR OFFICE USE. NO STRUCTURAL CHANGE. APPLICABLE CODES BUILDING: EXISTING BUILDING: FIRE: PLUMBING: MECHANICAL: GAS PIPING: ELECTRICAL: ENERGY: ACCESSIBILITY: 2015 INTERNATIONAL BUILDING CODE (IBC) 2015 INTERNATIONAL EXISTING BUILDING CODE (IEBC) 2015 INTERNATIONAL FIRE CODE (IFC) 2015 INTERNATIONAL PLUMBING CODE (IPC) 2015 INTERNATIONAL MECHANICAL CODE (IMC) 2015 INTERNATIONAL FUEL GAS CODE (IFGC) 2017 NATIONAL ELECTRICAL CODE (NEC) 2015 WASHINGTON STATE ENERGY CODE (WSEC) ICC/ANSI 117.1-2009 - ACCESSIBLE AND USABLE BUILDINGS AND PROJECT DIRECTORY TENANT: BUILDING REPRESENTATIVE: COWLITZ TRIBAL HEALTH 15455 65TH AVE. SOUTH, TUKWILA, WA 98188 206.721.5170 ETAIL@COWLITZ.ORG CONTACT: ELIZABETH TAIL ANDOVER MANAGEMENT CO. 900 SW 16TH ST. SUITE 100 RENTON, WA 206.244.4200 CBARi 11ANDOVERCO.COM CONTACT: COREY BARR ARCHITECT: NELSON 1200 5TH AVENUE, SUITE 1300, SEATTLE, WA 98101 206-408-8500 LDUCEY@nelsononline.com CONTACT: LINDA DUCEY CONTRACTOR: TBD NEL Nelco Architecture, Inc. a licensed affiliate of Nelson Worldwide, LLC 1200 Fifth Ave. Suite 1300 Seattle, WA 98101 Phone: (206) 223-4999 Fax: (206) 223-4990 SEPARATE PERMIT REQUIRED•FOR: ["Mechanical Electrical Ur Plumbing E/ Gas Piping City of Tukwila BUILDING DIVISION REVISIONS No changes shall be made to the scope of work witnout prior approval of the Tukwila Building Division. NOTE: Revisions wilt require a new plan submittal and may include additional plan review. FACILITIES consultants Description: PERMIT REVIEW SET PERMIT SET FILE t)tre COPY Pam* No. 0 712 Plan review approval is subject to errors and omissions. Approval of construction documents does not autttorize the violation of any aaopted_code or ordinance. Re -'pi of abproy= • ie E° Copy and tions Is a By. ,. Date: City of Tukwila BUILDING DIVISION DRAWING INDEX PROJECT AREA SUITE AREA FLOOR AREA FLOOR 1 3,157 SF 3,157 SF (NO CHANGES) 15,000 SF (NO CHANGES) APPLICABLE CODES BUILDING: EXISTING BUILDING: FIRE: PLUMBING: MECHANICAL: GAS PIPING: ELECTRICAL: ENERGY: ACCESSIBILITY: 2015 INTERNATIONAL BUILDING CODE (IBC) 2015 INTERNATIONAL EXISTING BUILDING CODE (IEBC) 2015 INTERNATIONAL FIRE CODE (IFC) 2015 INTERNATIONAL PLUMBING CODE (IPC) 2015 INTERNATIONAL MECHANICAL CODE (IMC) 2015 INTERNATIONAL FUEL GAS CODE (IFGC) 2017 NATIONAL ELECTRICAL CODE (NEC) 2015 WASHINGTON STATE ENERGY CODE (WSEC) ICC/ANSI 117.1-2009 - ACCESSIBLE AND USABLE BUILDINGS AND PROJECT DIRECTORY TENANT: BUILDING REPRESENTATIVE: COWLITZ TRIBAL HEALTH 15455 65TH AVE. SOUTH, TUKWILA, WA 98188 206.721.5170 ETAIL@COWLITZ.ORG CONTACT: ELIZABETH TAIL ANDOVER MANAGEMENT CO. 900 SW 16TH ST. SUITE 100 RENTON, WA 206.244.4200 CBARi 11ANDOVERCO.COM CONTACT: COREY BARR ARCHITECT: NELSON 1200 5TH AVENUE, SUITE 1300, SEATTLE, WA 98101 206-408-8500 LDUCEY@nelsononline.com CONTACT: LINDA DUCEY CONTRACTOR: TBD NEL Nelco Architecture, Inc. a licensed affiliate of Nelson Worldwide, LLC 1200 Fifth Ave. Suite 1300 Seattle, WA 98101 Phone: (206) 223-4999 Fax: (206) 223-4990 SEPARATE PERMIT REQUIRED•FOR: ["Mechanical Electrical Ur Plumbing E/ Gas Piping City of Tukwila BUILDING DIVISION REVISIONS No changes shall be made to the scope of work witnout prior approval of the Tukwila Building Division. NOTE: Revisions wilt require a new plan submittal and may include additional plan review. FACILITIES consultants Description: PERMIT REVIEW SET PERMIT SET FILE t)tre COPY Pam* No. 0 712 Plan review approval is subject to errors and omissions. Approval of construction documents does not autttorize the violation of any aaopted_code or ordinance. Re -'pi of abproy= • ie E° Copy and tions Is a By. ,. Date: City of Tukwila BUILDING DIVISION DRAWING INDEX SHEET NUMBER SHEET TITLE SHEET ISSUE DATE DRAWING REVISION NUMBER SION ISSUE DATE GENERAL AN -0 COVER SHEET AN -1 LIFE SAFETY PLAN AN -2 GENERAL NOTES, ABBREVIATIONS & SYMBOLS • ARCHITECTURAL A0-1 DEMOLITION & CONSTRUCTION PLANS A2-1 REFLECTED CEILING & POWER & COMMUNICATION PLANS A9-1 DOOR SCHEDULE & ELEVATIONS & PARTITION TYPES REVIEWED FOR CODE COMPLIANCE APPROVED DEC 14 2018 LS WK. City Of Tukwila BUILDING DIVISION RECEIVED NOV 2 9 2018 TUKWILA PUBLIC WORKS rI'.r"'.E EtVED CRY OF TUKWILA NOV 28 2018 PERMIT CENTER :: = revisions No: By: Date: EB 11/08/18 EB 11/14/18 ANDOVERMANAGEMENT CO. ASSET M A N A. G E M E N T ANDOVER MANAGEMENT CO. 900 SW 16TH STREET SUITE 100 RENTON, WA 98057 client COWLITZ TRIBAL HEALTH 6450 SOUTHCENTER BLVD TUKWILA, WA 98188 project name & address COVER SHEET sheet title seal 8459 81:(ilSrl:REI) ARCI :: V4 --- MA K R MA -K DOUGLAS EVANS STATE )1' WAST UN " Y)N • Proj. No: 18.03206.00 Project Manager: LD Designer: EB Drawn By: Reviewed By: Approved By: AN -0 EB LD ME ALL DIMENSIONS AND CONDITIONS MUST BE CHECKED AND VERIFIED ON SITE BY THE CONTRACTOR AND SUB -CONTRACTORS PRIOR TO PERFORMING THE WORK. THE PROJECT MANAGER SHALL BE NOTIFIED IN WRITING OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. @ NELSON WORLDWIDE, LLC 2018 ALL RIGHTS RESERVED Plot Date: 11/13/2018 6:23:53 PM Filename: U:\Proj\The Andover Company\WA\18.03206.00-Cowlitz Tribal Health\DRAWINGS\ARCH\3_CD\SEA-AN-1_LIFE_SAFETY.dwg User: Edith Bukenya Device: Bluebeam PDF PenTable: _NELSON-HALF.ctb EXIT ACCESS TRAVEL DISTANCE MAX. COMMON PATH OF EGRESS TRAVEL LIFE SAFETY PLAN REVIEWED FOR CODE COMPLIANCE APPROVED DEC 14 2018 City of Tukwila BUILDING DIVISION AN -1 / 1/8"=1'-0" EGRESS AND LIFE SAFETY GENERAL NOTES 1. EXIT DOORS SHALL BE OPENABLE FROM THE EGRESS SIDE WITHOUT SPECIAL KNOWLEDGE, EFFORT OR THE USE OF A SPECIAL KEY OR LATCH. 2. EXIT DOORS SHALL SWING IN THE DIRECTION OF TRAVEL WHEN SERVING AN OCCUPANT LOAD OF 50 OR MORE OR AN "H" OCCUPANCY. 3. UNLATCHING FORCE OF PANIC HARDWARE SHALL NOT EXCEED 15 POUNDS WHEN APPLIED IN THE DIRECTION OF TRAVEL. 4. MEANS OF EGRESS SHALL BE ILLUMINATED AT ANY TIME THE BUILDING IS OCCUPIED WITH LIGHT HAVING AN INTENSITY OF NOT LESS THAN ONE FOOT CANDLE AT WALKING SURFACE LEVEL EXIT ILLUMINATION FIXTURES SHALL BE ON A SEPARATE NIGHT LIGHT CIRCUIT WITH BATTERY BACK-UP EXIT ILLUMINATION SHALL BE PROVIDED FOR NOT LESS THAN 90 MINUTES VIA STORAGE BATTERIES, OR ON-SITE GENERATOR. 5. CORRIDORS SHALL BE MAINTAINED WITH A MINIMUM CLEAR WIDTH OF 44" AND 7'-6" MINIMUM HEIGHT. 6. EXIT DOORS SHALL BE A MINIMUM OF 32" CLEAR WIDTH & MAXIMUM 48" WIDE LEAF. MINIMUM 6'-8" DOOR HEIGHT. 7. DOORS IN ANY POSITION SHALL NOT REDUCE THE REQUIRED CORRIDOR EXIT WIDTH BY MORE THAN HALF. 8. MAIN EXIT DOORS WITHOUT PANIC HARDWARE SHALL HAVE A SIGN WITH LETTERS ON A CONTRASTING BACKGROUND STATING: "THIS DOOR TO REMAIN UNLOCKED WHEN THIS SPACE IS OCCUPIED" 9. EXIT ACCESS HAS BEEN BASED UPON PROGRAMATIC INFORMATION PROVIDED TO NELSON BY THE INTENDED OCCUPANT OF THIS SPACE. ARCHITECT SHALL NOT BE HELD RESPONSIBLE FOR ANY CONSEQUENCES WHICH MAY RESULT FROM THE CHANGE OF USE OR OCCUPANT LOAD AFTER PROJECT COMPLETION. CODE ANALYSIS OCCUPANT LOAD: PER IBC TABLE 1004.1.2: EXITING NUMBER OF EXITS: GROUPS B (BUSINESS) TABLE1006.2.1 & TABLE 1006.3.1 COMMON PATH OF EGRESS TRAVEL: GROUP B (BUSINESS) 100 SQ.FT. PER OCCUPANT FOR GROUP B (BUSINESS AREA) 3,157 SF (SUITE 100) @ 1:100 = 32 OCCUPANTS REQUIRED MAX 49 OCC LOAD = 1 EXIT 75' MAX. W/O SPRINKLERS EXIT ACCESS TRAVEL DISTANCE: 200' W/O SPRINKLERS GROUP B PROVIDED 2 EXITS ±63' ±80' EXIT PLAN LEGEND EXIT TRAVEL EXIT SIGNAGE TOTAL DISTANCE NON -DIRECTIONAL DIRECTIONAL NORTH EXIT DOOR EAD EXIT ACCESS DOOR x-0376 CITE F: TUKWILA NOV 28 2016 PERMIT CENTER NTS 10,14 Nelco Architecture, Inc. a licensed affiliate of Nelson Worldwide, LLC 1200 Fifth Ave. Suite 1300 Seattle, WA 98101 Phone: (206) 223-4999 Fax: (206) 223-4990 consultants Description: PERMIT REVIEW SET PERMIT SET revisions No:. By: EB EB Date: 11/08/18 11/14/18 ANDOVER MANAGEMENT CO. ASSET MANAGEMENT ANDOVER MANAGEMENT CO. 900 SW16TH STREET SUITE 100 RENTON, WA 98057 client COWLITZ TRIBAL HEALTH 6450 SOUTHCENTER BLVD TUKWILA, WA 98188 project name & address LIFE SAFETY PLAN sheet title A DOUGLAS EVANS STATE (W \►:ASS iToN seal Proj. No: 18.03206.00 Project Manager: LD Designer: EB Drawn By: Reviewed By: Approved By: AN -1 EB LD ME ALL DIMENSIONS AND CONDITIONS MUST BE CHECKED AND VERIFIED ON SITE BY THE CONTRACTOR AND SUB -CONTRACTORS PRIOR TO PERFORMING THE WORK. THE PROJECT MANAGER SHALL BE NOTIFIED IN WRITING OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. © NELSON WORLDWIDE, LLC 2018 ALL RIGHTS RESERVED GENERAL NOTES 1. 'THE WORK SHALL CONFORM TO THE APPLICABLE BUILDING CODE AND OTHER ORDINANCES, CODES AND REGULATIONS LISTED ON THE DRAWINGS, AND REQUIRED BY LOCAL BUILDING AUTHORITIES. THE GOVERNING CODES, RULES AND REGULATIONS ARE COLLECTIVELY REFERRED TO AS "THE CODE." THE CONTRACTOR SHALL REPORT ANY INCONSISTENCIES, CONFLICTS OR OMISSIONS DISCOVERED TO THE ARCHITECT FOR INTERPRETATION PRIOR TO PERFORMING THE WORK. 2. THE GENERAL CONTRACTOR SHALL CONTACT BUILDING MANAGEMENT TO DETERMINE THE RULES OF THE BUILDING RELATIVE TO CONSTRUCTION; WHEN AND HOW DELIVERIES CAN BE MADE, WHAT PHASES AND TYPES OF CONSTRUCTION MAY BE DONE ON REGULAR OR OVERTIME BASIS, AND IN GENERAL ANY SPECIAL BUILDING REQUIREMENTS WHICH WILL AFFECT THE COST OF ALL WORK BORNE BY THE GENERAL CONTRACTOR. ALL WORK SHALL CONFORM TO ALL BASE BUILDING STANDARD SPECIFICATIONS AND BUILDING REGULATIONS, WHICH THE CONTRACTOR SHALL OBTAIN PRIOR TO SUBMISSION OF BID. 3. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SUB- CONTRACTORS' RECEIPT OF COMPLETE SETS OF THESE DOCUMENTS, AS WELL AS ALL FUTURE ADDENDA, BULLETINS, FIELD DIRECTIVES AND CHANGE ORDERS. 4. THE CONTRACTOR SHALL COORDINATE WITH BUILDING MANAGEMENT THE STORAGE OF MATERIALS AND SHALL PROVIDE PROTECTION AS NECESSARY TO PREVENT VANDALISM AND LOSS OF MATERIALS BY THEFT OR DAMAGE SUSTAINED DUE TO EXPOSURE TO INAPPROPRIATE ENVIRONMENTAL CONDITIONS AND WILL REPAIR AND REPLACE DAMAGE OR LOSSES AT THE CONTRACTOR'S EXPENSE WITHOUT CHARGE TO THE OWNER. 5. WHERE ADJACENT AREAS BEYOND THE IMMEDIATE CONSTRUCTION AREA WILL BE OCCUPIED DURING THE CONSTRUCTION PERIOD, THE CONTRACTOR SHALL: a. CONFORM TO OWNERS AND TENANT REQUIREMENTS FOR HOURS OF CONSTRUCTION OPERATIONS, ACCESS TO TENANT SPACES AND ALLOWABLE NOISE LEVEL DURING TENANT BUSINESS HOURS b. ENSURE THAT CONSTRUCTION OPERATIONS DO NOT BLOCK HALLWAYS, ACCESSIBLE ROUTES OR MEANS OF EGRESS FOR TENANTS OF BUILDING. c. ENSURE THAT CONSTRUCTION OPERATIONS DO NOT CAUSE INTERRUPTIONS OF ELECTRICAL SERVICES TO THE TENANTS OF THE BUILDING WITHOUT PRIOR NOTIFICATION AND APPROVALS. THE CONTRACTOR SHALL PROPERLY PROTECT ALL FLOORS, MAIL CHUTES AND STAIR DOORS IN PUBLIC AREAS SUBJECT TO CONSTRUCTION TRAFFIC. SHOE WIPING MATS WILL BE INSTALLED AT ALL OPENINGS BETWEEN CONSTRUCTION AREAS AND ALL PUBLIC SPACES. ALL AL I IVE AREAS SHALL BE KEPT CLEAN AND FREE FROM DEBRIS. d. ERECT AND MAINTAIN TEMPORARY BRACING, LIGHTS, DUST -PROOF PARTITIONS, BARRICADES, FENCES AND WARNING SIGNS AS NECESSARY TO PREVENT INJURY, NOISE, DUST AND INCONVENIENCE TO OTHER TENANTS, THE PUBLIC, AND TO PREVENT DAMAGE TO ADJACENT CONSTRUCTION WHICH IS TO BE LEFT IN PLACE. e. FOLLOW THE RECOMMENDED CONTROL MEASURES OF THE SHEET METAL AND AIR CONDITIONING NATIONAL CONTRACTORS ASSOCIATION (SMACNA) IAQ GUIDELINES FOR OCCUPIED BUILDINGS UNDER CONSTRUCTION, 2ND EDITION 2007, ANSI/SMACNA 008-2008 (CHAPTER 3). PROTECT STORED ON-SITE AND INSTALLED ABSORPTIVE MATERIALS FROM MOISTURE DAMAGE. f. IF PERMANENTLY INSTALLED AIR HANDLERS ARE USED DURING CONSTRUCTION, FILTRATION MEDIA WITH A MINIMUM EFFICIENCY REPORTING VALUE (MERV) OF 8 MUST BE USED AT EACH RETURN AIR GRILLE. 6. CUTTING, CHASING, DRILLING OR DEMOLITION OF WALLS, SLABS, ETC. REQUIRING THE USE OF JACKHAMMERS OR OTHER HEAVY HAND OR POWER TOOLS SHALL BE PERFORMED AFTER REGULAR BUSINESS HOURS ON AN OVERTIME BASIS IF NECESSARY, UNLESS THE BUILDING MANAGEMENT AND ANY AFFECTED TENANTS PROVIDE A WRITTEN WAIVER EXPRESSLY PERMITTING OTHERWISE. 7. THE GENERAL CONTRACTOR SHALL ASSUMESOLE. AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL PROVIDE PUBLIC PROTECTION, AS NECESSARY AND REQUIRED BY GOVERNING AGENCIES HAVING JURISDICTION, UNTIL CLIENT ACCEPTANCE OF THE PREMISES. 8. THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR THE PROVISION AND MAINTENANCE OF ALL BRACING, SHORING, ENCLOSURES, BARRIERS OR SCAFFOLDING REQUIRED TO PROVIDE A SAFE WORKING ENVIRONMENT AS DICTATED BY SITE CONDITIONS AND THE PROGRESS OF WORK. 9. DURING THE ENTIRE CONSTRUCTION PERIOD, ALL EXITS, EXIT LIGHTING, FIRE PROTECTION DEVICES AND ALARMS SHALL BE CONTINUOUSLY MAINTAINED IN CONFORMANCE WITH LOCAL BUILDING CODE AND OTHER GOVERNING ENTITY REQUIREMENTS. ALL EXISTING, SERVICES AND DEVICES SHALL REMAIN ACTIVE, UNO. 10. THE CONTRACTOR SHALL PROTECT THE PROPERTY OF THE CLIENT AND THE BUILDING OWNER. INCLUDING, BUT NOT LIMITED TO, WINDOWS, FLOOR AND CEILING FINISHES, PUBLIC TOILETS, ELEVATORS, DOORS AND FRAMES, ELECTRICAL AND AIR- CONDITIONING EQUIPMENT. THE CONTRACTOR SHALL PROTECT ADJOINING PROPERTY. DAMAGE CAUSED BY THE CONTRACTOR'S WORK OR WORKMEN MUST BE MADE GOOD, IN A TIMELY FASHION. PATCHING AND REPLACEMENT OF DAMAGED WORK SHALL BE PERFORMED AT THE COST OF THE CONTRACTOR. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ALL SUB -CONTRACTORS. IF THE CONTRACTOR FAILS TO COMPLETE THE REPAIRS IN A TIMELY FASHION, SAID REPAIRS WILL BE MADE BY A CONTRACTOR SELECTED BY THE OWNER'S REPRESENTATIVE AND BACK CHARGED ACCORDINGLY. 11. THE CONTRACTOR SHALL INDEMNIFY AND SAVE HARMLESS THE LANDLORD, THE TENANT, AND ARCHITECT AGAINST ANY AND ALL CLAIMS AND DEMANDS FOR THE DAMAGE TO THE PROPERTY OF ANY PERSON, FIRM OR INDIVIDUAL, OR FOR PERSONAL INJURIES (INCLUDING DEATH) ARISING OUT OF, OR SUFFERED WHILE ENGAGED IN, OR CAUSED, IN WHOLE OR IN PART, BY THE EXECUTION OF THE WORK; THE CONTRACTOR SHALL WELL AND TRULY DEFEND THE LANDLORD, TENANT AND ARCHITECT AND SHALL PAY ALL MONIES AWARDED FOR SUCH DAMAGES OR INJURIES (INCLUDING DEATH), ALL COSTS INCLUDING ATTORNEY'S FEES SUSTAINED, AND SHALL OBTAIN A FULL ACQUAINTANCE AND RELEASE IN FAVOR OF THE LANDLORD, TENANT AND ARCHITECT, UNLESS SUCH LIABILITY RESULTS SOLELY FROM THE NEGLIGENCE OF THE LANDLORD, TENANT, ARCHITECT, ITS AGENTS OR EMPLOYEES. 12. THE ARCHITECT SHALL NOT BE HELD RESPONSIBLE FOR THE PERFORMANCE OF ANY WORK, NOR FOR THE MEANS AND METHODS OF CONSTRUCTION CHOSEN BY THE CONTRACTOR OR ANY SUB- CONTRACTORS, NOR SHALL THE ARCHITECT GUARANTEE THE PERFORMANCE OF THEIR CONTRACTS. 13. THE CONTRACTOR SHALL PERFORM DAILY CLEANING OF THE JOB SITE DURING THE CONSTRUCTION PERIOD AND SHALL PROTECT FINISHED WORK FROM DAMAGE. IMMEDIATELY PRIOR TO TENANT OCCUPANCY, THE CONTRACTOR SHALL PERFORM FINAL CLEANING OF THE WORK AREA INCLUDING, BUT NOT LIMITED TO, WET WIPING OF FURNITURE, AND CASEWORK, WASHING AND WAXING OF VCT FLOORING AND THE VACUMING OF CARPET. ALL CLEANING SHALL BE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 14. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE WORK OF ALL SUB -CONTRACTORS AND SHALL PERFORM SUCH MISCELLANEOUS WORK AS MAY BE NECESSARY FOR THEM TO COMPLETE THEIR WORK. IT IS EXPECTED THAT THE GENERAL CONTRACTOR SHALL ALSO CLOSELY COORDINATE THE WORK WITH THAT OF ALL OTHER VENDORS RETAINED BY THE CLIENT TO ASSURE THAT ALL SCHEDULES ARE MET AND THAT WORK PROCEEDS WITHOUT DELAY. 15. BIDDERS, BEFORE SUBMITTING PROPOSALS, SHALL VISIT AND CAREFULLY EXAMINE THE AREA AFFECTED BY THE WORK TO FAMILIARIZE THEMSELVES WITH EXISTING' CONDITIONS AND ANY DIFFICULTIES THAT MAY AFFECT EXECUTION OF THE WORK. SUBMISSION OF A PROPOSAL WILL BE CONSTRUED AS EVIDENCE THAT SUCH AN EXAMINATION HAS BEEN MADE, AND LATER CLAIMS WILL NOT BE RECOGNIZED FOR EXTRA LABOR, EQUIPMENT, OR MATERIALS, REQUIRED BECAUSE OF DIFFICULTIES ENCOUNTERED WHICH COULD HAVE BEEN REASONABLY FORESEEN HAD SUCH EXAMINATION BEEN MADE. THE GENERAL CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS ON THE JOB SITE AND REPORT ANY AND ALL DISCREPANCIES AND/OR UNUSUAL CONDITIONS TO THE ARCHITECT PRIOR TO FINALIZING BIDS OR COMMENCEMENT OF ANY CONSTRUCTION.` 16. THE GENERAL CONTRACTOR SHALL MAKE KNOWN ANY AND ALL LIMITATIONS, EXCLUSIONS, OR MODIFICATIONS TO THE PROJECT DURING THE BID SELECTION PERIOD. ANY, AND ALL LIMITATIONS, EXCLUSIONS, OR MODIFICATIONS NOT ITEMIZED IN THE BID PROPOSAL DOCUMENTS ARE PRESUMED "INCLUDED", IN WHICH CASE NO ADDITIONAL MONIES WILL BE ALLOCATED FOR THIS WORK. 17. EXISTING CONSTRUCTION AND DIMENSIONS SHOWN ARE PER EXISTING DRAWINGS. ALL EXISTING INFORMATION MUST BE VERIFIED IN THE FIELD. NEITHER THE OWNER NOR THE ARCHITECT IS RESPONSIBLE FOR ACCURACY OF EXISTING INFORMATION. EXISTING CONSTRUCTION CONDITIONS IN AREAS WHERE NEW WORK IS NOT PLANNED MAY BE NOT COMPLETELY SHOWN. 18. WITHIN ONE (1) WEEK (FIVE BUSINESS DAYS), OF THE AWARD OF THIS CONTRACT, PRIOR TO MOBILIZATION FOR ANY WORK, THE CONTRACTOR SHALL FURNISH A CONSTRUCTION SCHEDULE SHOWING CHRONOLOGICALLY THE PHASES OF THE WORK, AND ALL RELATED WORK FOR COMPLETION OF THE PROJECT. THIS SCHEDULE SHALL INDICATE ALL ORDERING LEAD TIMES, LENGTH OF TIME FOR EACH PHASE, ITS START AND COMPLETION, WITH A PROJECTED COMPLETION DATE. 19. THE GENERAL CONTRACTOR AND SUB -CONTRACTORS SHALL ATTEND JOB MEETINGS REQUIRED BY THIS CONTRACT. 20. ALL REQUIRED PERMITS MUST BE OBTAINED FROM THE FIRE DEPARTMENT PRIOR TO START OF CONSTRUCTION. 21. ALL COSTS FOR INSPECTIONS AND/OR TESTS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, UNO. 22. THE CONTRACTOR SHALL PAY THE EXPENSES FOR ALL TRANSPORTATION, HOISTING AND ELEVATOR USE CHARGES ON ALL MATERIALS OR EQUIPMENT TO THE POINT OF USE, AND SHALL BE RESPONSIBLE FOR ALL UNLOADING, CHECKING AND STORAGE OF THE SAME IN CONNECTION WITH THIS CONTRACT. 24. THE CONTRACTOR SHALL MAKE ALL ARRANGEMENTS, MAINTAIN AND PAY ALL COSTS FOR TEMPORARY WATER, PLUMBING, POWER, LIGHTING, HEATING OR VENTILATION REQUIRED TO PROPERLY CONDUCT THE WORK. 25. DO NOT SCALE THESE DRAWINGS; WRITTEN DIMENSIONS SHALL GOVERN. SHOULD ANY DIMENSIONAL DISCREPANCIES BE ENCOUNTERED, CLARIFICATIONS SHALL BE OBTAINED FROM THE OFFICE OF THE ARCHITECT. 26. LARGE SCALE DETAILS SHALL GOVERN OVER SMALLER SCALE PLANS AND ELEVATIONS. 27. INSTALL ALL EQUIPMENT AND MATERIALS PER MANUFACTURERS' RECOMMENDATIONS. ANY DIFFICULTIES ARE TO DE REPORTED To THE ARCHITECT IMMEDIATELY. 28. THE CONTRACTOR AND EACH SUB -CONTRACTOR SHALL WARRANTY ALL WORK PERFORMED BY THEM DIRECTLY FOR A MINIMUM PERIOD OF ONE (1) YEAR, OR AS SPECIFIED IN THE CONSTRUCTION CONTRACT. ALL DEFECTS OCCURING IN THE GUARANTEED PERIOD CORREATNOC SHALL BECORRECTED ADDITIONAL OST. 29. THE CLIENT, ARCHITECT, CONSULTANTS AND ALL INSPECTORS FROM PERTINENT AGENCIES SHALL BE PERMITTED ACCESS TO THE JOB SITE AT ALL TIMES DURING NORMAL WORKING HOURS. 30. THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY TO EXECUTE ALL WORK, EXCEPT WHERE NOTED AS NOT IN CONTRACT (N.I.C.). 31. MINOR DETAILS NOT SHOWN OR SPECIFIED, BUT NECESSARY FOR PROPER CONSTRUCTION OF ANY PART OF THE WORK, SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS, UNLESS OTHERWISE AGREED UPON. WHERE THE CONTRACT, CONSTRUCTION NOTES OR DRAWINGS CALL FOR ANY WORK OF A MORE STRINGENT NATURE THAN THAT REQUIRED BY THE BUILDING CODE, OR ANY OTHER ENTITY HAVING JURISDICTION OVER THE WORK, THE WORK OF THE MORE STRINGENT NATURE CALLED OUT SHALL BE FURNISHED IN ALL CASES. 32. FOR ALL NEW WOOD PRODUCTS, INCLUDING BUT NOT LIMITED TO PARTICLE BOARD, MDF, PLYWOOD, OSB AND WOOD DOORS, THE CONTRACTOR SHALL FURNISH MATERIALS THAT CONTAIN NO ADDED UREA-FORMADALHYDE. 33. DETAILS ARE INTENDED TO SHOW THE INTENT OF THE DESIGN. MINOR MODIFICATIONS MAY BE REQUIRED TO SUITE FIELD CONDITIONS. REQUIRED MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK. 34. ALL WORK SHALL BE EXECUTED IN A WORKMANLIKE MANNER BY MECHANICS AND TRADES PERSONS SKILLED' IN THEIR RESPECTIVE TRADES AND IN ACCORDANCE WITH THE BEST TRADE PRACTICES. 35. REVIEW OF A SPECIFIC ITEM SHALL NOT INCLUDE REVIEW OF AN ASSEMBLY OF WHICH THE ITEM IS A COMPONENT. 36. SUBMITTALS THAT CONTAIN EXCESSIVE ERRORS OR ARE INCOMPLETE OR INADEQUATE MAY BE RETURNED WITHOUT ACTION. COSTS INCURRED FOR THE RESULTANT DELAYS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. 37. REVIEW OF SUBMITTALS SHALL NOT RELIEVE THE CONTRACTOR OF OBLIGATIONS OR RESPONSIBILITIES FOR DEVIATIONS FROM THE REQUIREMENTS OF THESE CONTRACT DOCUMENTS, UNLESS THE ARCHITECT IS NOTIFIED AND SPECIFICALLY APPROVES OF, THE DEVIATIONS AT THE TIME OF SUBMISSION. 38. REVIEW OF SUBMITTALS SHALL NOT RELIEVE THE CONTRACTOR'S OBLIGATION FOR COORDINATION NOR WAIVE RESPONSIBILITY FOR. ERRORS AND OMISSIONS IN THE SUBMITTALS, INCLUDING "FIELD MEASURE." 39. CHANGES IN THE SCOPE OF WORK OR IN CONSTRUCTION DETAILS, WHETHER DUE TO FIELD CONDITIONS OR OMISSIONS BY THE CONTRACTOR, ARCHITECT OR OWNER, SHALL BE DOCUMENTED BY THE ARCHITECT AND APPROVED, PRIOR TO EXECUTION. 40. THE PRESENCE OF A REPRESENTATIVE OF THE ARCHITECT ON THE JOB SITE DOES NOT IMPLY CONCURRENCE WITH OR THE APPROVAL OF ANY WORK. THE CONTRACTOR SHALL CALL TO THE ATTENTION OF THE ARCHITECT, IN WRITING, ALL SPECIFIC ITEMS FOR WHICH ARCHITECT'S REVIEW IS REQUIRED. 41. UPON SUBSTANTIAL COMPLETION OF WORK THE CONTRACTOR SHALL PREPARE A "PUNCHLIST" OF CORRECTIONS AND • UNSATISFACTORY AND/OR INCOMPLETE WORK FOR REVIEW BY THE ARCHITECT. 42. THE CONTRACTOR SHALL MAINTAIN AT THE SITE, ONE RECORD COPY OF ALL DRAWINGS, PERMITS, SUBMITTALS AND SAMPLES ON WHICH TO RECORD ALL CHANGES DURING CONSTRUCTION. ACCESS TO THESE SHALL BE PROVIDED FOR THE USE OF ALL TRADES, CLIENT REPRESENTATIVES AND THE ARCHITECT, DURING ALL PHASES OF CONSTRUCTION. 43. DURING THE COURSE OF CONSTRUCTION, ACTUAL LOCATIONS SHALL BE INDICATED TO SCALE IN RED INK ON THE OWNERS RECORD DRAWINGS FOR ALL RUNS OF MECHANICAL AND ELECTRICAL WORK INCLUDING CONCEALED WORK WHICH DEVIATES FROM THE DRAWINGS. UPON COMPLETION OF THE PROJECT, INCLUDING ALL PUNCHLIST ITEMS, THIS INFORMATION SHALL BE NEATLY TRANSFERRED BY THE CONTRACTOR TO A SET OF DRAWINGS, WHICH SHALL BE MARKED "AS BUILT SET" AND COPIES SHALL BE PROVIDED TO BOTH THE OWNER AND THE ARCHITECT. WITHIN THREE (3) WEEKS (15 BUSINESS DAYS) OF THE RECEIPT OF THE "AS BUILT SET." APPROVAL FOR FINAL PAYMENT TO THE CONTRACTOR SHALL BE GRANTED, OR REASONABLE CAUSE SHOWN WHY SUCH APPROVAL HAS BEEN DENIED. PRIOR TO THE COMPLETION OF THE WORK, THE CONTRACTOR SHALL ASSEMBLE AND FURNISH THE CLIENT A COMPLETE SET OF MANUFACTURERS' CATALOG, OPERATING INSTRUCTIONS, START-UP CHECK LISTS, MAINTENANCE INSTRUCTIONS AND SIMILAR DATA, AS WELL AS ALL GUARANTEE(S) FOR ALL EQUIPMENT AND OPERABLE DEVICES FURNISHED OR INSTALLED BY THE CONTRACTOR UNDER THIS CONTRACT, AND SHALL ORIENT AND INSTRUCT THE PERSONNEL DESIGNATED BY THE CLIENT IN THE OPERATION OF ALL SUCH EQUIPMENT. 45. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER IN THE EVENT THAT MOLD OR ASBESTOS IS UNCOVERED. THE OWNER SHALL RETAIN A QUALIFIED CONSULTANT WHO SHALL ARRANGE FOR THE PROMPT IDENTIFICATION, TESTING, TREATMENT, REMEDIATION AND STORAGE OF THE MOLD OR ASBESTOS AS REQUIRED BY LAW AND GOOD CONSTRUCTION PRACTICES. THE ARCHITECT SHALL BEAR NO RESPONSIBILITY FOR WORK RELATED TO THESE MATERIALS. 46. THE CONTRACTOR IS ADVISED THAT THE PREMISE HAS NOT BEEN TESTED FOR LEAD PAINT OR OTHER POTENTIALLY HAZARDOUS MATERIALS. THE CONTRACTOR SHALL USE ALL APPROPRIATE PRECAUTIONS IN THE CARRYING OUT OF ALL CONSTRUCTION OPERATIONS WHICH MIGHT DISTURB SUCH MATERIALS. 47. ALL CONTRACTORS SHALL CARRY PROPERTY DAMAGE AND PUBLIC LIABILITY INSURANCE AS REQUIRED BY ANY GOVERNING AGENCIES HAVING JURISDICTION AND COMPLYING WITH STATUTORY REQUIREMENTS FOR DISABILITY AND WORKMEN'S COMPENSATION. 48. MECHANICAL, PLUMBING, ELECTRICAL, FIRE PROTECTION AND LIFE SAFETY ALTERATIONS AND CONSTREUCION ARE BY OTHERS, UNDER SEPARATE PERMITS BY DESIGN BUILD CONTRACTORS - DEFFERED SUBMITTALS. 44. ABBREVIATIONS A A/C NC UNIT NE A/V ACT ADJ AFF AHJ AHU ALT ALUM ANOD APPROX ARCH AUTO AVG B B/S BETW BEV BLDG BLK BLKG BSMT BTM BTU C CER CF CJ CL CLG CLOS CLR CMU COL CONC AIR CONDITIONING AIR CONDITIONING UNIT ARCHITECT/ENGINEER AUDIO VISUAL ACOUSTICAL CEILING TILE ADJACENT ABOVE FINISH FLOOR AUTHORITY HAVING JURISDICTION AIR HANDLING UNIT ALTERNATE(ING) ALUMINUM ANODIZED APPROXIMATE ARCHITECT AUTOMATIC AVERAGE BUILDING STANDARD BETWEEN BEVELED BUILDING BLOCK BLOCKING BASEMENT BOTTOM BRITISH THERMAL UNIT CERAMIC CUBIC FEET CONTROL JOINT CENTERLINE CEILING CLOSET CLEAR CONCRETE MASONRY UNIT COLUMN CONCRETE CONSTR CONSTRUCTION CONT CONTINUOUS CONTR CONTRACTOR CORR CORRIDOR CPT CARPET CT CERAMIC TILE CTR CENTER CU FT CUBIC FEET D D DBL DEG DEMO DEPT DF DIAG DIAM DISP DN DR DTL DWG DWR E E EA EF EJ ELEC ELEV EMERG ENCL ENGR ENTR EQ EQUIP EW EWC EXH EXIST EXP EXT F FC FCO FD FE FEC FF FHC FIG FIN FIXT FLEX FLOUR FLR FOC FOM FOS FP FPL FRTWD FT FURR FWC G GALV GC GEN GFI DEPTH DOUBLE DEGREES DEMOLITION or DEMOLISH DEPARTMENT DRINKING FOUNTAIN DIAGONAL DIAMETER DISPENSER DOWN DOOR(S) DETAIL DRAWING DRAWER EAST EACH EXHAUST FAN EXPANSION JOIN ELECTRIC(CAL) ELEVATION or ELEVATOR EMERGENCY ENCLOSURE ENGINEER ENTRANCE EQUAL EQUIPMENT EACH WAY ELECTRIC WATER COOLER EXHAUST EXISTING EXPANSION EXTERNAL or EXTERIOR FOOT CANDLES FLOOR CLEAN OUT FLOOR DRAIN FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FINISH FLOOR FIRE HOSE CABINET FIGURE FINISH FIXTURE FLEXIBLE FLOURESCENT FLOOR FACE OF CONCRETE FACE OF MASONRY FACE OF STUD FIRE PROTECTIONS FABRIC PANEL FIRE RETARDENT TREATED WOOD FOOT or FEET FURRING FABRIC WALLCOVERING GALVANIZED GENERAL CONTRACTOR GENERAL or GENERATOR GROUND FAULT INTERRUPTER G GL GRD GWB GYP H H HB HC HDW HEX HM HORIZ HR HT HTG HTR HVAC HW HWY IN INCAND INCL INFO INSUL INT 3 JAN CLOS JB JST JT K KD KIT L L LAM LAV LF LH LHR LL LONG LVL LVT M M HAL MAINT MAS MATL MAX MECH MED MEZZ MFR MIN MISC MO MTG MTL N N N/A NE NEC NEG NIC NO NOM NRC NTS NW O OC OCC OFF OH OPG OPP OZ P # Ib ago PART PASS PED PERF PERP PL PLAN PLAS PLYWD POS PR PREFAB PRO) PROP PSF PSI PT PTN GLASS or GLAZING GROUND GYPSUM WALL BOARD GYPSUM HIGH HOSE BIB HOLLOW CORE HARDWARE HEXAGONAL HOLLOW METAL NORIZONTAL HOUR HEIGHT HEATING HEATER HEATING VENTILATION & AIR COND. HOT WATER HIGHWAY INCHES INCANDESCENT INCLUDE(ING) or INCLUSIVE INFORMATION INSULATION INTERIOR JANITOR'S CLOSET JUNCTION BOX JOIST JOINT KNOCK DOWN KITCHEN LOW LAMINATE(D) LAVATORY LINEAR FEET LEFT HAND LEFT HAND REVERSE LIVE LOAD LONGITUDINAL LEVEL LUXURY VINYL TILE METAL HALIDE MAINTENANCE MASONRY MATERIAL MAXIMUM MECHANICAL MEDIUM MEZZANINE MANUFACTURER MINUMUM MISCELLANEOUS MASONRY OPENING MOUNTING METAL NORTH NOT APPLICABLE / NOT AVAILABLE NORTHEAST NATIONAL. ELECTRIC CODE NEGATIVE NOT IN CONTRACT NUMBER NOMINAL NOISE REDUCTION COEFFICIENT NOT TO SCALE NORTHWEST ON CENTER OCCUPANCY or OCCUPANT OFFICE OVERHEAD OPENING OPPOSITE OUNCE(S) POUND PERCENT PARTIAL PASSAGE PEDESTAL PERFORATED PERPENDICULAR PLATE or PROPERTY LINE PLASTIC LAMINATE PLASTIC PLYWOOD POSITIVE PAIR PREFABRICATED PROJECT or PROJECTED PROPERTY or PROPOSAL POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH PAINT PARTITION Q QT QUARRY TILE QTY QUANTITY R R or RAD RADIUS RB RUBBER BASE RBR RUBBER RCP REFLECTED CEILING PLAN RECEPT RECEPTACLE RECT RECTANGULAR REF REFERENCE REINF REINFORCING or REINFORCEMENT REQ'D REQUIRED RET RETURN REV REVISE or REVISION RH RIGHT HAND RHR RIGHT HAND REVERSE RM ROOM RO ROUGH OPENING ROW RIGHT OF WAY RPM RSF RENTABLE SQUARE FEET RT RUBBER TILE RTU ROOF TOP UNIT RWC RAINWATER CONDUCTOR S S SAN SB SC SCHED SCHEM SE SECT SF SHWR SIM SPEC SPKR SQ SQ FT SSTL ST STD STL STOR STRUCT SUSP SW SYMB SYS T T T&B T&G T'STAT TB TDB TEL TEMP TERR TG THK THRES THRU TOC TOS TOW TRANSF TYP U UC UL UNO UPS UR USF UTIL V V VAP RET VAR VB VCT VENT VERT VEST VIF VOL VTR VWC W W W/ W/0 WB WC WD WF WH WP WPT WT WWF SOUTH SANITARY STONE BASE SOLID CORE SCHEDULE SCHEMATIC SOUTHEAST SECTION SQUARE FOOTAGE SHOWER SIMILIAR SPECIFICATION(S) SPEAKER SQUARE SQUARE FOOT STAINLESS STEEL STREET STANDARD STEEL STORAGE STRUCTURE or STRUCTURAL SUSPENDED SOUTHWEST SYMBOL SYSTEM TREAD(S) or TILE TOP & BOTTOM TONGUE & GROOVE THERMOSTAT TILE BASE TO BE DETERMINED TELEPHONE TEMPORARY or TEMPERATURE TERRAZZO TEMPERED GLAZING THICK THRESHOLD THROUGH TOP OF CONCRETE/CURB TOP OF STEEL TOP OF WALL TRANSFORMER TYPICAL UNDERCUT UNDERWRITER'S LABORATORY UNLESS NOTED OTHERWISE UNINTERRUPTABLE POWER SUPPLY URINAL USABLE SQUARE FOOTAGE UTILITY VOLT or VENT VAPOR RETARDER VARIES VINYL BASE VINYL COMPOSITION TILE VENTILITATION VERTICAL VESTIBULE VERIFY IN FIELD VOLUME VENT THROUGH ROOF VINYL WALL COVERING WEST or WATT WITH WITHOUT WOOD BASE WATER CLOSET (TOILET) WOOD (SOFTWOOD) WIDE FLANGE STEEL WATER HEATER WATERPROOF WORKING POINT WEIGHT WELDED WIRE FABRIC GENERAL LEGEND SHEET NUMBER NORTH ARROW SHEET NUMBER SHEET GROUP DISCIPLINE CODE PLAN NORTH GRAPHICSCALE , 0 8'-0" 16 -0" 321-0" SCALE: 1/16" = 1'-0" INTERIOR ELEVATION TAG 1 COLUMN SYMBOL & GRID LINES DATUM POINT VERTICAL ELEVATION dh LEVEL NAME ELEVATION HT MATCH LINE 02/ A2-1 L SHEET NUMBER DETAIL NUMBER CENTERLINE SPOT ELEVATION coh LEVEL NAME ELEVATION HT BREAK LINE ELEVATION DESIGNATION SHEET NUMBER LEADERS NOTES & KEYNOTE LEADER AREA & EQUIPMENT TAG LEADER ROOM NAME & NUMBER TAG PARTITION TAG ROOM 101 FURNITURE TAG 11 EQUIPMENT TAG <XX99>---N KEY NOTE ALIGNMENT OBJECT STATE (E) (N) (R) (X) DOORS 1 WINDOW TYPE TAG DRAWING REVISIONS REVISION NUMBER REVISION DELTA NEW CONSTRUCTION TO ALIGN OR FLUSH WITH EXISTING CONSTRUCTION EXISTING TO REMAIN NEW RELOCATED EXISTING TO BE REMOVED EXISTING DOOR TO REMAIN NEW / RELOCATED / MODIFIED DOOR EXISTING TO BE REMOVED BUILDING SECTION TAG SECTION DESIGNATION SHEET NUMBER WALL SECTION TAG SECTION 1 DESIGNATION SHEET NUMBER DETAIL SECTION TAG SECTION DESIGNATION SHEET NUMBER EXTERIOR ELEVATION TAG SECTION DESIGNATION SHEET NUMBER PARTIAL PLAN & DETAIL TAG DRAWING TITLE 1 PLAN OR DETAIL DESIGNATION SIM L SIMILAR DETAIL WALL TYPE LEGEND ///, SHEET NUMBER NOT IN CONTRACT (NIC) TITLE DETAIL NUMBER SCALE SHEET NUMBER - - EXISTING CONSTRUCTION TO REMAIN NEW FULL HEIGHT PARTITION = = EXISTING CONSTRUCTION TO BE REMOVED EXISTING GLAZING TO REMAIN -- EXISTING GLAZING TO BE REMOVED EXISTING CASEWORK/FURNITURE TO REMAIN CC EXISTING CASEWORK/FURNITURE TO BE REMOVED FIRE EXTINGUISHER FAC SURFACE MOUNTED CABINET F�C RECESSED CABINET Fcf WALL MOUNTED W/0 CABINET PLUMBING FIXTURES TOILET 8 URINAL ® SINK - COUNTER MOUNTED SINK - l\-� WALL MOUNTED TOILET PARTITION bit6010 � 6i= ill:,7) CITE OF TUKWILA NOV 2 8 2018 PERMIT CENTER MOP - UTILITY SINK SHOWER BI -LEVEL WATER COOLER REVIEWED FOR CODE COMPLIANCE APPROVED DEC 142018 City of Tukwila BUILDING DIVISION = NT_, NEL Nelco Architecture, Inc. a licensed affiliate of Nelson Worldwide, LLC 1200 Fifth Ave. Suite 1300 Seattle, WA 98101 Phone: (206) 223-4999 Fax: (206) 223-4990 consultants Description: No:. By: Date: PERMIT REVIEW SET EB 11/08/18 PERMIT SET EB 11/14/18 revisions ANDOVER MANAGEMENT CO. ASSET MANAGEMENT ANDOVER MANAGEMENT CO. 900 SW 16TH STREET SUITE 100 RENTON, WA 98057 client COWLITZ TRIBAL HEALTH 6450 SOUTHCENTER BLVD TUKWILA, WA 98188 project name & address GENERAL NOTES, ABBREVIATIONS & SYMBOLS sheet title 8459 REGIS l'ERE?D AR' M • RK DOUGL sTATE OF WASII' 'TON � seal •0 Proj. No: 18.03206.00 Drawn By: Project Manager: LD Reviewed By: Designer: EB Approved By: AN -2 EB LD ME ALL DIMENSIONS AND CONDITIONS MUST BE CHECKED AND VERIFIED ON SITE BY THE CONTRACTOR AND SUB -CONTRACTORS PRIOR TO PERFORMING THE WORK. THE PROJECT MANAGER SHALL BE NOTIFIED IN WRITING OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. © NELSON WORLDWIDE, LLC 2018 ALL RIGHTS RESERVED //X Piot Date: 11/13/2018 6:29:22 PM Filename: U:\Proj\The Andover Company\WA\18.03206.00-Cowlitz Tribal Health\DRAWINGS\ARCH\3_CD\SEA-A0-1_DEMO_CONSTR.dwg User: Edith Bukenya Device: Bluebeam PDF PenTable: _NELSON-FULL.ctb DEMOLITION PLAN A0-1 SCALE: 1/8" = 1'-0" NORTH 2 CONSTRUCTION PLAN A0-1 SCALE: 1/8" = 1'-0" NORTH DEMOLITION PLAN LEGEND / A NOT IN CONTRACT (NIC) EXISTING PARTITION TO BE REMOVED EXISTING GLAZING TO BE REMOVED EXISTING DOOR TO BE REMOVED AND SALVAGED FOR REUSE. DEMOLITION PLAN KEYNOTES 00 001 REMOVE EXISTING RESTROOM SHOWER AND WALL PLUMBING. 002 REMOVE EXISTING WALL MOUNTED FIRE EXTINGUISHER AND SALVAGE FOR RELOCATION. CONSTRUCTION PLAN LEGEND n FL F� (E) NOT IN CONTRACT (NIC),' NEW PARTITION NEW PARTIAL HEIGHT WALL W/ TOP CAP EXISTING DOOR & RELITE NEW DOOR AND FRAME PARTITION TYPE ALIGN NEW CASEWORK EXISTING FIRE EXTINGUISHER CABINET RELOCATED WALL MOUNTED FIRE EXTINGUISHER EXISTING DEMOLITION GENERAL NOTES 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REMOVAL OF EXISTING CONSTRUCTION AND THE STORAGE AND REMOVAL OF SAID CONSTRUCTION, AND SHALL MAINTAIN THE AREA OF CONSTRUCTION IN A CLEAN AND ORDERLY CONDITION WITH DAILY REMOVAL OF DEBRIS. COORDINATE REMOVALS OF OTHER TRADES; REFER TO ENGINEERING DRAWINGS FOR ADDITIONAL SCOPE. 2. COORDINATE SCOPE OF DEMOLITION/REMOVAL WITH THE SCOPE OF NEW WORK. 3. THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING AND REPAIRING REQUIRED TO PERFORM THE WORK INDICATED ON THE DRAWINGS. ALL CUTTING AND REMOVALS SHALL BE DONE NEATLY. 4. ALL ITEMS TO BE REMOVED AND SCHEDULED FOR REINSTALLATION OR TO BE RETURNED TO THE BUILDING SHALL BE PROTECTED, CLEAN AND FREE OF DEFECTS. FOR ITEMS SCHEDULED FOR REMOVAL AND REINSTALLATION, CONTRACTOR SHALL VERIFY AND DOCUMENT, IN WRITING, THE CONDITION AND FUNCTIONALITY OF THE ITEM(S) PRIOR TO REMOVAL. ANY DAMAGE TO ITEM(S) NOT DOCUMENTED SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. 5. ALL EXISTING SURFACES AND EQUIPMENT TO REMAIN SHALL BE FULLY PROTECTED FROM DAMAGE. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR DAMAGE AND SHALL MAKE REPAIRS REQUIRED AT NO ADDITIONAL COST TO THE OWNER. 6. NO DEBRIS SHALL BE ALLOWED TO ACCUMULATE ON THE SITE. DEBRIS SHALL BE REMOVED BY THE CONTRACTOR AS THE JOB PROCEEDS. THE SITE SHALL BE LEFT BROOM CLEAN AT THE COMPLETION OF REMOVALS. 7. ERECT AND MAINTAIN DUSTPROOF BARRIERS TO PREVENT THE SPREAD OF DUST, FUMES, SMOKE, ETC. TO OTHER PARTS OF THE FLOOR OR BUILDING. UPON COMPLETION OF WORK, REMOVE BARRIERS AND REPAIR DAMAGED SURFACES TO MATCH ADJACENT. PROTECT HVAC SYSTEM FROM DUST & DEBRIS. CONTRACTOR TO PROVIDE FILTER MEDIA TO COVER THE MAIN RETURN AIR GRILLES. PROVIDE NEW AIR FILTERS AT .. MECHANICAL UNITS AT THE COMPLETION OF CONSTRUCTION. 8. COMPLY WITH APPLICABLE LOCAL, STATE AND FEDERAL CODES AND REGULATIONS PERTAINING TO SAFETY OF PERSONS, PROPERTY AND ENVIRONMENTAL PROTECTION. ANNOYANCES AND DISTURBANCES TO OTHER OCCUPANTS, PERSONNEL AND EMPLOYEES SHALL BE KEPT TO THE MINIMUM NECESSARY FOR THE PERFORMANCE OF THE WORK. 9. CONTRACTOR TO COORDINATE SHUTDOWN OF BUILDING SYSTEMS WITH THE BUILDING MANAGEMENT PRIOR TO IMPLEMENTATION. CONSTRUCTION GENERAL NOTES 10. IN AREA OF WORK REMOVE ALL ABANDONED PLUMBING LINES BACK TO THE RISERS, AND CAP. 11. IN AREA OF WORK REMOVE ALL ABANDONED WIRING BACK TO ELECTRICAL PANELS. COORDINATE REUSE OF FREED CIRCUITS. PROVIDE TEMPORARY LIGHT AND POWER DURING CONSTRUCTION. CONTRACTOR SHALL PROVIDE ELECTRICAL MAKE -SAFE DURING REMOVALS AND CONSTRUCTION . 12. CONTRACTOR TO PROTECT EXISTING FLOORING. CARPET FLOOR TO REMAIN. 13. REMOVE DOORS, FRAMES, AND HARDWARE AS NOTED AND SAVE FOR REINSTALLATION U.N.O. 14. EXISTING CEILING GRID TO REMAIN, U.N.O. MODIFY TO ACCOMMODATE NEW PARTITIONS. 15. SALVAGE FIRE ALARM DEVICES, EXIT SIGNS, LIGHTING AND HVAC DEVICES THAT ARE SCHEDULED FOR REMOVAL FOR REUSE, U.N.O. 16. REMOVE ALL EXISTING LIGHT FIXTURES AND LENSES WHERE NOTED. ALL RELOCATED FIXTURES TO BE IN FULL OPERATING ORDER. 17. PROTECT EXISTING WINDOW TREATMENTS. CONTRACTOR TO REPLACE ANY BLINDS DAMAGED DURING DEMOLITION/ CONSTRUCTION. 18. NO STRUCTURAL ELEMENTS SHALL BE REMOVED. 19. IN AREA OF WORK REMOVE ALL ABANDONED TELEPHONE AND DATA CABLING. 20. CONTRACTOR TO PROVIDE TEMPORARY PARTITIONS TO COMPLY WITH EGRESS REQUIREMENTS DURING CONSTRUCTION. TEMPORARY PARTITIONS TO BE FIRE RATED WHERE REQUIRED. 1. CONFLICTS BETWEEN SITE CONDITIONS AND DRAWINGS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT. 2. ALL WORK SHALL BE ERECTED AND INSTALLED PLUMB, LEVEL, SQUARE AND TRUE AND IN PROPER ALIGNMENT, U.N.O. 14. ALL HINGED DOORS TO BE 4" FROM NEAREST PERPENDICULAR PARTITION, U.N.O. DIMENSIONS LOCATING DOORS ARE TO THE INSIDE EDGE OF JAMB. ALL DOORS SHALL HAVE 1'-6" CLEAR ON THE STRIKE/PULL SIDE OF DOOR AND 1'-0 CLEAR ON THE STRIKE/PUSH SIDE (IF THEY HAVE BOTH A LATCH AND A CLOSER) VERIFY AND ADVISE ARCHITECT OF EXCEPTIONS PRIOR TO CLOSING OUT PARTITIONS. 3. ALL DIMENSIONS ARE TO FINISH CONSTRUCTION, U.N.O. DIMENSIONS NOTED "HOLD" MUST BE ACCURATELY MAINTAINED, AND SHALL NOT 15. VARY MORE THAN f 1/8" WITHOUT WRITTEN INSTRUCTION FROM ARCHITECT. "ALIGN" MEANS TO ACCURATELY LOCATE FINISHED FACES IN THE SAME PLANE. DIMENSIONS NOTED "CLEAR" ARE MINIMUM DIMENSIONS WHICH MUST BE MAINTAINED WITHOUT EXCEPTION. DIMENSIONS MARKED ± MEAN A VARIANCE NOT GREATER THAN 1 16. INCH, VERIFY DIMENSIONS EXCEEDING TOLERANCE WITH THE ARCHITECT. ALL DIMENSIONS TO THE EXTERIOR WINDOW WALL ARE TO THE FINISH FACE OF WALL BELOW SILL, U.N.O. 4. ALL EXISTING FLOORS, PARTITIONS, DEMISING WALLS, AND CORRIDOR WALLS TO REMAIN ARE TO BE PATCHED AND REPAIRED TO MATCH ADJACENT SURFACES. 5. EXISTING CARPET FLOORING TO BE VACUUMED AND CLEANED TO 'LIKE NEW' CONDITION. 6. ALL NEW GLAZING SHALL BE CLEAR TEMPERED U.N.O. GLAZING TONG MARKS SHALL NOT BE VISIBLE. CLEAN & POLISH ALL GLASS PRIOR TO PROJECT DELIVERY. 7. WHERE PARTITIONS ARE ATTACHED TO CURTAIN WALL, CENTER PARTITIONS ON WINDOW MULLIONS, PERPENDICULAR TO PERIMETER WALL, U.N.O. CONSTRUCTION TO MATCH BUILDING STANDARD. 8. WHERE NEW PARTITIONS ABUT EXISTING SURFACES PROVIDE SMOOTH FINISH AT INTERSECTION. 9. ALL GYPSUM BOARD PARTITIONS SHALL BE TAPED AND SANDED SMOOTH WITH NO VISIBLE JOINTS. PROVIDE LEVEL 4 FINISH, U.N.O. - REFER TO MATERIAL SCHEDULE & FINISH PLAN FOR MATERIALS & LOCATIONS THAT REQUIRE A LEVEL 5 FINISH, U.N.O. 10. ALL EXPOSED GYPSUM BOARD EDGES TO HAVE VINYL OR METAL EDGE TRIM. CONSTRUCTION PLAN KEYNOTES 10 11. REFER TO THE PARTITION TYPES FOR PARTITION THICKNESS. 101 CONTRACTOR TO PROVIDE AND INSTALL TANK -LESS TOILET. 102 PRICE AS ALTERNATE: MOVEABLE PARTITION 103 PROVIDE VENT FOR RANGE HOOD. VENT TO EXTERIOR. 104 PROVIDE AND INSTALL NEW TOILET STALL PARTITION AND DOOR. ALIGN WITH EXISTING WALL. 105 PATCH WALLS AND PREP FOR NEW PAINT AND WAINSCOTING AND .BATCH FLOOR AND PREP FOR NEW FLOORING TO MATCH EXISTING. 12. WHERE PARTITIONS EXTEND ONLY TO UNDERSIDE OF SUSPENDED CEILING, SECURE THE TOP TRACK TO THE EXPOSED CEILING GRID. PROVIDE A COMPRESSIBLE GASKET BETWEEN THE TOP TRACK AND THE CEILING GRID. PROVIDE TAPABLE METAL J -BEAD AT TOP OF GYPSUM WALLBOARD, WITH NO JOINTS VARYING MORE THAN 1/8" OVER 6'-0" AND NO JOINTS GREATER THAN 3/16", U.N.O. CAULK PERIMETER AT TOP OF GWB. 13. PROVIDE GROUNDS AND BLOCKING IN METAL STUD WALL FRAMING FOR SUPPORT OF CASEWORK, SHELF-STANDARDS,ETC. ALL CONCEALED LUMBER AND BLOCKING TO BE FIRE TREATED. COORDINATE BLOCKING REQUIREMENTS WITH FURNITURE & AV INSTALLERS. .. THE CONTRACTOR SHALL ESTABLISH A SINGLE FLOOR ELEVATION THAT IS TO BE USED TO SET THE TOP OF ALL DOORS SUCH THAT THE TOP OF ALL DOORS OF THE SAME HEIGHT WILL ALIGN REGARDLESS OF VARIATIONS IN THE FLOOR SLAB OR FINISHED FLOOR THICKNESS. PROVIDE DOUBLE STUDS AT DOOR HEADER AND JAMBS. INSTALL ADDITIONAL STUDS IN EXISTING PARTITIONS AT NEW DOOR OPENINGS IN ORDER TO PROVIDE DOUBLE STUDS. 17. CONTRACTOR TO INSTALL WATER-RESISTANT GYPSUM WALLBOARD AT BOTH SIDES OF NEW PARTITION WITH PLUMBING ROUGH -IN. REVIEWED FOR CODE COMPLIANCE APPROVED DEC 142018 City of Tukwila BUILDING DIVISION NE Nelco Architecture, Inc, a licensed affiliate of Nelson Worldwide, LLC 1200 Fifth Ave. Suite 1300 Seattle, WA 98101 Phone: (206) 223-4999 Fax: (206) 223-4990 consultants Description: No: By: Date: PERMIT REVIEW SET EB 11/08/18 PERMIT SET EB 11/14/18 revisions ANDOVER MANAGEMENT CO. ASSET MANAGEMENT ANDOVER MANAGEMENT CO. 900 SW 16TH STREET SUITE 100 RENTON,-WA 98057 client COWLITZ TRIBAL HEALTH 6450 SOUTHCENTER BLVD TUKWILA, WA 98188 project name & address DEMOLITION & CONSTRUCTION PLANS sheet tide 8459 REGisrFRF1) MA -K DOUGLAS E STATE 01 VASU roN g0.1b seal Proj. No: 18.03206.00 Project Manager: LD Designer: EB 1iTf d.+i' rasity�: i NOV 2820t8 PERMIT CENTER Drawn By: Reviewed By: Approved By: AO -1 EB LD ME ALL DIMENSIONS AND CONDITIONS MUST BE CHECKED AND VERIFIED ON SITE BY THE CONTRACTOR AND SUB -CONTRACTORS PRIOR TO PERFORMING THE WORK. THE PROJECT MANAGER SHALL BE NOTIFIED IN WRITING OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. © NELSON WORLDWIDE, LLC 2018 ALL RIGHTS RESERVED REFLECTED CEILING PLAN A2-1 SCALE: 1/8" = 1'-0" NORTH POWER & COMMUNICATION PLAN SCALE: 1/8" = 1'-0" NORTH REFLECTED CEILING PLAN LEGEND E L=J 0 NOT IN CONTRACT (NIC) EXISTING 2'X4' ACT EXISTING SKYLIGHT EXISTING 2'X4' RECESSED LED LIGHT FIXTURE TO BE REMAIN EXISTING 2'X4' RECESSED LED LIGHT FIXTURE TO BE REMOVED/SALVAGED RELOCATED 2'X4' RECESSED LED LIGHT FIXTURE EXISTING RECESSED DOWNLIGHT EMERGENCY EXIT SIGN (ARROW SHOWS DIRECTION) EXISTING LIGHT SWITCH NEW RELOCATED LIGHTING CALCULATION WATTAGE ALLOWED: 3,157 TOTAL SF x .66 WATTS PER SF = 2,084 ALLOWABLE WATTS. WATTAGE PROPOSED: SYMBOL USED WATTS/FIXTURE # OF FIXTURES TOTAL WATTS R E 32 32 1,024 0 30 12 360 TOTAL: 1,384 WATTS PROPOSED SUMMARY: TOTAL PROPOSED WATTAGE IS LESS THAN THE ALLOWABLE WATTAGE PER 2015 WSEC INTERIOR LIGHTING POWER C405.4.2 (TABLE C405.4.2(1) BUILDING AREA METHOD). PROJECT COMPLIES. POWER / COMMUNICATION LEGEND NEW DUPLEX OUTLET - WALL MOUNTED 3 NEW QUADRUPLE OUTLET - WALL MOUNTED POWER / COMMUNICATION KEYNOTES 301 COORDINATE WITH CLIENT FOR MOUNTING HEIGHT OF ELECTRICAL OUTLETS NEW WALL MOUNTED DEDICATED 120V 20A DUPLEX ELECTRICAL OUTLET. NEW WALL MOUNTED NEMA L6 -30A DEDICATED ELECTRICAL OUTLET. NEW VOICE/DATA - WALL MOUNTED DEVICE ELEVATION DETAIL DEVICES MOUNTED IN OPPOSITE SIDES OF WALL SHALL NOT SHARE THE SAME STUD CAVITY i i 6" LL LL Q c N .. • 14--- FIRE ALARM STROBE THERMOSTAT LIGHT SWITCH/CARD READER I+— EDGE OF FRAME OR END OF DOOR IN OPEN POSITION RCP GENERAL NOTES 1. THE REFLECTED CEILING PLAN INDICATES THE LOCATION OF LIGHT FIXTURES, SWITCH LOCATIONS, AND ASSOCIATED ITEMS. REFER TO ENGINEERING DRAWINGS FOR CIRCUITING, WIRING LAYOUT, AND ADDITIONAL INFORMATION. ALL MEP -FP DEVICE LOCATIONS NOT SHOWN ON DRAWINGS, OR IN CONFLICT WITH MEP/FP DRAWINGS, ARE TO BE COORDINATED WITH ARCHITECT PRIOR TO INSTALLATION. IN THE EVENT OF DISCREPANCIES BETWEEN THE ARCHITECT'S REFLECTED CEILING PLAN AND THE ENGINEERS' PLANS, IMMEDIATELY NOTIFY THE ARCHITECT IN WRITING BEFORE ORDERING MATERIALS OR PROCEEDING W1TH THE WORK. MULTIPLE SWITCHES AT ONE LOCATION SHALL BE GANGED TOGETHER WITHIN ONE COVER PLATE U.N.O. 3. ALL FIXTURES AND DEVICES TO BE UNDERWRITERS LABORATORIES INC. (UL) LABELED. RELOCATED OR NEW LIGHT FIXTURES, REGISTERS, RECESSED FIXTURES AND SIMILAR CEILING ELEMENTS, AND LIFE -SAFETY DEVICES SHALL BE LOCATED IN THE CENTER OF CEILING TILE IN BOTH DIRECTIONS AND SHALL ALIGN WITH ADJACENT FIXTURES, DEVICES OR HEADS IN A RUN OR ROW, U.N.O. 5. PROVIDE CEILING ACCESS REQUIRED FOR EQUIPMENT AND SYSTEM MAINTENANCE. MATCH ADJACENT CEILING FINISH U.N.O. SYSTEMS AND EQUIPMENT REQUIRING ACCESS SHALL BE LOCATED AT ACCESSIBLE CEILINGS - ACCESS PANELS NOT SHOWN ON DRAWINGS SHALL NOT BE INSTALLED IN GYPSUM BOARD CEILINGS WITHOUT PRIOR APPROVAL. 6. COORDINATE SCHEDULING OF WORK WITH DATA/TELEPHONE INSTALLER. INSTALL CEILING TILES AFTER FINISH PAINTING TO MINIMIZE VOC ABSORPTION INTO THE CEILING TILES. INSTALL CEILING TILES AFTER DATA/TELEPHONE CABLES HAVE BEEN INSTALLED. 7. NEW LIGHT FIXTURES FURNISHED BY OWNER SHALL BE U.L. APPROVED AND WHERE APPLICABLE, APPROVED BY LOCAL AUTHORITIES FOR SPECIFIED USE. 8. SWITCHES AND PLATES SHALL MATCH BUILDING STANDARD. COLOR TO BE WHITE (BUILDING STANDARD). 9. ANY NEW LIGHT FIXTURES SHALL MATCH EXISTING IN SUITE. 10. REPAIR AND/OR REPLACE COMPONENTS NECESSARY TO INSURE ALL EXISTING AND OR RELOCATED LIGHT FIXTURES ARE FUNCTIONING, INCLUDING BUT NOT LIMITED TO LAMPS, BALLASTS, AND LENSES. POWER / COMUNICATION GENERAL NOTES 1. MULTIPLE SWITCH OR OUTLET DEVICES IN ONE LOCATION SHALL BE INSTALLED IN A COMMON MULTI -GANG BOX W1TH A COMMON FACEPLATE, WHERE POSSIBLE. MOUNT MULTIPLE CONTROLS AS CLOSE TOGETHER AS POSSIBLE AND IN-LINE WITH EACH OTHER. 2. MOUNTING HEIGHTS OF DEVICES ARE SHOWN ON DEVICE ELEVATION DETAIL, U.N.O. 3. REFER TO ENGINEERING DRAWINGS FOR THERMOSTAT, FIRE ALARM, SPEAKER/STROBE, AND PULL STATION LOCATIONS AND REQUIREMENTS. SUBMIT LAYOUT TO ARCHITECT FOR REVIEW AND NOTIFY ARCHITECT. OF DISCREPANCIES BETWEEN ARCHITECTURAL AND MEP/FP DRAWING PRIOR TO INSTALLATION. 4. WHERE SWITCHES FOR DEVICES OTHER THAN LIGHTS (I.E. EXHAUST FAN, PROJECTION SCREEN) ARE ADJACENT TO LIGHT SWITCHES, LOCATE LIGHT SWITCHES CLOSEST TO THE DOOR. 5. OUTLETS TO BE LOCATED AS INDICATED ON PLANS, U.N.O. PROVIDE BRIDGE RACKS AS NEEDED TO ACHIEVE INDICATED LOCATIONS. DIMENSIONS OF WALL OUTLETS INDICATED ON DRAWINGS ARE FROM FACE OF WALL SURFACE OR FINISHED FLOOR TO CENTER LINE OF OUTLET OR GROUP OF OUTLETS. CENTER OUTLET ON WALL IF NO DIMENSION IS INDICATED. STAGGER ALL DEVICES SHOWN BACK TO BACK ON OPPOSITE SIDES OF SHARED PARTITIONS.; DEVICES IN OPPOSITE SIDES OF PAR 111 ION SHALL NOT OCCUPY THE SAME STUD CAVITY. 6. ALL OUTLETS LOCATED ABOVE OR BELOW THE COUNTERTOPS IN WET OR DAMP AREAS SHALL BE GFIC. 7. A/V DEVICES ARE TO BE CONNECTED BY CONDUIT U.N.O. VERIFY REQUIRED CONDUIT SIZE FOR A/V WIRING WITH A/V VENDOR PRIOR TO INSTALLATION AND CORING. 8. FURNITURE LAYOUT IS SHOWN FOR REFERENCE ONLY. 9. WHERE EXISTING DEVICES HAVE BEEN REMOVED, PATCH AND REPAIR WALLS, CEILINGS AND FLOORS. 10. LINE & LOW VOLTAGE WIRING CONDUIT TO BE CONCEALED U.N.O. 11. CONTRACTOR TO UPDATE LABELS ATD U . PANE K REVIEWED FOR CODE COMPLIANCE APPROVED DEC 14 2018 City of Tukwila BUILDING DIVISIONC i, ) S RECEIVED ITV OF TUKW€LA NOV 2 8 2018 PERMIT CENTER Nelco Architecture, Inc. a licensed affiliate of Nelson Worldwide, LLC 1200 Fifth Ave. Suite 1300 Seattle, WA 98101 Phone: (206) 223-4999 Fax: (206) 223-4990 consultants Description: PERMIT REVIEW SET PERMIT SET revisions No: By: EB EB Date: 11/08/18 11/14/18 ANDOVER MANAGEMENT CO. ASSET MANAGEMENT ANDOVER MANAGEMENT CO. 900 SW 16TH STREET SUITE 100 RENTON, WA 98057 client COWLITZ TRIBAL HEALTH 6450 SOUTHCENTER BLVD TUKWILA, WA 98188 project name & address REFLECTED CEILING & POWER/ COMMUNICATION PLANS sheet title 8459 MARK DOUGLAS EVA STATE OF \VASI II. ' i roN I.tc•1 O37b Proj. No: 18.03206.00 Project Manager: LD Designer: EB Drawn By: Reviewed By: Approved By: A2-1 EB LD ME ALL DIMENSIONS AND CONDITIONS MUST BE CHECKED AND VERIFIED ON SITE BY THE CONTRACTOR AND SUB -CONTRACTORS PRIOR TO PERFORMING THE WORK. THE PROJECT MANAGER SHALL BE NOTIFIED IN WRITING OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. © NELSON WORLDWIDE, LLC 2018 ALL RIGHTS RESERVED Plot Date: 11/13/2018 6:52:22 PM Filename: U:\Proj\The Andover Company\WA\18.03206.00-Cowlitz Tribal Health\DRAWINGS\ARCH\3_CD\SEA-A9-1_DOOR.dwg User: Edith Bukenya Device: Bluebeam PDF PenTable: _NELSON-FULL.ctb DOOR AND FRAME SCHEDULE NUMBER ROOM NAME DOOR FRAME FIRE LABEL HDW. GROUP NOTES SIZE TYPE MAT. FIN. TYPE MAT. FIN. DETAIL WIDTH HT THICK HEAD JAMB SILL 101 CONFERENCE 3'-0" M/E 1-3/4" FG SC M/E D M/E B/S M/E M/E M/E -- 1 SALVAGED DOOR 102 CONFERENCE 3'-0" M/E 1-3/4" FG SC M/E D M/E B/S M/E M/E M/E -- 1 19'-11"# 103 OFFICE 3'-0" M/E 1-3/4" FG SC M/E D M/E B/S M/E M/E M/E – 3 27'-0" 104 OFFICE 3'-0" M/E 1-3/4" FG SC M/E D M/E B/S M/E M/E M/E -- 3 30'-7" 111 CONFERENCE 3'-0" M/E 1-3/4" FG SC M/E D M/E B/S M/E M/E M/E – 1 / MATCH EXISTING DOOR TYPE F FLUSH MATCH EXISTING FROSTED TEMPERED SAFETY GLASS 0 DOOR TYPE FG FLUSH WITH FULL GLASS DOOR & FRAME ELEVATIONS MATCH EXISTING DOOR FRAME TYPE D FULL HEIGHT A9-1 / 1/4" = 1'-0" DOOR AND FRAME GENERAL NOTES 1. UNDERCUT THE BOTTOMS OF DOORS TO CLEAR THE TOP OF FINISHED FLOOR, BY 1/4" INCH MAXIMUM, U.N.O. VERIFY SLAB CONDITIONS AND TRIM EACH DOOR TO FIT CONDITION. WHERE RADICAL VARIATIONS IN FLOOR LEVEL EXIST, DOORS SHALL BE ORDERED WITH BOTTOM STILE SIZED TO ACCOMMODATE THESE UNDERCUT CONDITIONS. 2. CAULK THE JOINT BETWEEN THE FRAME AND WALL, ALL SIDES, WITH PAINTABLE WHITE LATEX CAULK. 3. CONTRACTOR SHALL REVIEW KEYING WITH OWNER PRIOR TO 1-11 11NG CYLINDERS. KEY CYLINDERS TO OWNER'S REQUIREMENTS AND BUILDING STANDARDS. 4. AT EXISTING DOORS TO REMAIN OR TO BE REUSED, PATCH/FILL DIVOTS, HOLES, CRACKS, SCRATCHES, GOUGES, ETC. PRIOR TO PRIMING/PAINTING/REFINISHING. CONTRACTOR TO COORDINATE THE REUSE OF EXISTING DOORS, FRAMES, AND HARDWARE AND TO IDENTIFY RELOCATIONS ON THE DOOR SUBMITTAL. 5. ALL NEW DOOR HARDWARE IS TO MATCH THE EXISTING MANUFACTURER, STYLE & FINISH. CONTRACTOR IS TO FIELD VERIFY THE EXISTING HARDWARE. 6. ALL DOORS SHALL MATCH BUILDING STANDARDS, U.N.O. 7. ALL FRAMES SHALL MATCH BUILDING STANDARDS, U.N.O. 3 5 4"MA d' HARDWARE GROUPS GROUP 1- PASSAGE SET - SINGLE DOOR HINGES MORTISE PASSAGE LATCHSET (ANSI F01) STRIKE PLATE GROUP 3 - OFFICE LOCKSET - SINGLE DOOR HINGES MORTISE OFFICE LOCKSET (ANSI F04) STRIKE PLATE LARSEN'S ARCHITECTURAL SERIES SEMI -RECESSED FIRE EXTINGUISHER CABINET (LARSEN-24095R, 2725R) OR APPROVED EQUAL; BRUSHED STAINLESS STEEL FINISH WITH SQUARE TRIM TYPE "2A/10BC" FIRE EXTINGUISHER, .TYP. NOTE: ALL FIRE EXTINGUISHER & CABINET CONTROLS SHALL COMPLY WITH THE ADA AND IBC 2015 SIDE VIEW FRONT VIEW TYP. FIRE EXTINGUISHER CABINET A9-1 SCALE: NA ABBREVIATIONS: SC = SOLID CORE WOOD FG = FULL TEMPERED SAFETY GLASS M/E = MATCH EXISTING B/S = BUILDING STANDARD ///// /i/// GALV. STEEL DEEP LEG DEFLECTION TRACK. ANCHOR TO STRUCTURE WITH HILTI X -U (OR XU15) UNIVERSAL KNURLED SHANK POWDER DRIVEN FASTER WITH MIN. 1" EMBEDMENT @ 16" O.C. GALW. (FOLLOW MANUFACTURER'S INSTRUCTIONS). 111111 EXISTING STRUCTURE SCHEDULED CEILING TILE & GRID _______________n40-[[� 0.1SESI[[[[[[ LATERAL BRACING TENANT WALLS (NO CASEWORK) 8' MAX8' MAX ,8' MAX 8' MAX 8' MAX 8' MAX 41 2' MAX (2) #10 SCREWS LATERAL BRACING PER DETAIL NOTES: ABOVE (TYP.) 1. LATERAL BRACING IS TO BE INSTALLED ON TENANT PARTITIONS AT 8 FT. O.C. EXCEPT AT INTERSECTIONS WITH WALLS AT LEAST 4 FT. LONG. (PER TYP. PART. PLAN) 2. TEMPORARY ATTACHMENT OF PARTITION TOP TRACK TO THE GRID IS PERMITTED TO ALIGN AND SET THE WALL UNTIL PERMANENT BRACING IS PROVIDED. REMOVAL OF THE TEMPORARY HOLDING SCREWS IS UP TO THE DISCRETION OF THE SPECIFIC LOCAL BUILDING OFFICIAL. CONTRACTOR TO VERIFY. 3. PROVIDE BRACING AT ANY PERMANENTLY PARTITION THAT IS NOT ATTACHED TO CEILING GRID. PARTITION HEAD BRACING DETAIL NA EXISTING STRUCTURAL DECK SIDES OF PARTITION @ ACOUSTICAL PAR11110N SUSPENDED CLG. TEE 1/4" NEOPRENE COMPRESSIBLE GASKET (CONTINUOUS) BETWEEN STUD TRACK AND CLG (ADHERE TO TRACK) REFER TO REFLECTED CEILING PLAN METAL EDGE TRIM (200-B) FOR MTL STUD SPACING REFER TO STUD SIZE CHART. 1 LAYER, 5/8" GWB, BOTH SIDES. BASE, REFER TO FINISH SCHEDULE //— NON -RATED; U.O. CLG - 3 5/8" STUDS FINISH FLOORING, REFER TO FINISH SCHEDULE NOTE: PROVIDE BRACING AT ALL DOOR JAMBS AND AT UNSUPPORTED LENGTHS OF WALL AT 12' O.C. MAX. SEALANT @ BOTTOM TRACK @ ACOUSTICAL PARTITION ONLY PARTITION TYPE 1A (MATCH B/S) NA FOR CAP CONDITION REFER TO ELEVATIONS FOR DETAIL KEY REFERNCE (REVEAL CAP) METAL CORNER BEAD CONTINUOUS WOOD BLOCKING 1 LAYER, 5/8" GWB. EACH SIDE; WRAP TOP FOR MTL STUD SPACING REFER TO STUD SIZE CHART. 12" x 12" x 1/8" STEEL ANGLE. BOLT TO FLOOR & STUDS. LOCATE @ FREE ENDS OF WALL AND 6'-0 O.C. MAX BASE, BOTH SIDES; REFER TO FINISH SCHEDULE FINISH FLOORING, REFER TO FINISH 7— SCHEDULE EXISTING FLOOR STRUCTURE 1B PARTIAL HEIGHT; 3 5/8" STUDS 4\ PARTIAL HEIGHT PARTITION A9- 1" = 1'-0" NON-STRUCTURAL METAL FRAMING NOTES AND LIMITING HEIGHTS PARTITION TYPES INDICATED IN THE CONSTRUCTION DOCUMENTS SHALL COMPLY WITH THE FOLLOWING CRITERIA FOR NON-STRUCTURAL INTERIOR METAL FRAMING PARI 11 ION SYSTEMS: A. ALL NON-STRUCTURAL STUDS SHALL COMPLY WITH THE MINIMUM GAUGE AND MILS THICKNESS LISTED IN THE CHARTS PROVIDED BELOW: • CONTRACTOR SHALL FIELD VERIFY FRAMING HEIGHTS OF EXISTING STRUCTURES PRIOR TO ORDERING MATERIALS. • SUBSTITUTIONS: CONTRACTOR SHALL SUBMIT SUBSTITUTIONS FOR ARCHITECT'S APPROVAL PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION OF PAR111IONS. i B. NON-STRUCTURAL METAL FRAMING LIMITING HEIGHTS ARE BASED ON BUILDINGS WHERE THE HEIGHT FROM FLOOR LEVEL TO THE STRUCTURAL SYSTEMS MAY BE ONE OR MORE OF THE FOLLOWING CONDITIONS: C. • FLOOR SLAB TO ROOF DECK OF SINGLE STORY BUILDINGS: TYPICAL FRAMING HEIGHT FOR OFFICE/WAREHOUSE/DISTRIBUTION FACILITIES: 24' TO 40'. • MULTI -STORY: STRUCTURAL FLOOR SLAB TO UNDERSIDE OF STRUCTURAL SLAB OF THE FLOOR OR ROOF DECK ABOVE. LIMITING HEIGHTS PROVIDED IN THESE CONSTRUCTION DOCUMENTS ARE REFERENCED FROM THE SSMA PRODUCT TECHNICAL GUIDE'S "INTERIOR WALL HEIGHT TABLES" FOR ASSEMBLIES INCLUDED IN THE PROJECT SCOPE. INCREASE METAL STUD GAUGE AND/OR DECREASE METAL STUD O.C. SPACING SO AS NOT TO EXCEED L/240 DESIGN CRITERIA (PER 2015 IBC TABLE 1604.3) WITH 5 PSF LATERAL LOAD (PER 2015 IBC SECTION 1607.14). REFER TO SSMA PRODUCT TECHNICAL GUIDE'S "TABLE NOTES" FOR COMPLETE PROPERTY CRITERIA ASSOCIATED WITH LIMITING HEIGHTS. • FOR COMPOSITE WALL HEIGHTS REFER TO THE " COMPOSITE NON-STRUCTURAL METAL FRAMING (STUD) LIMITING HEIGHT CHART " • FOR NON -COMPOSITE - FULLY BRACED WALL HEIGHTS AS WELL AS WALLS WITH BRACING AT48" O.C. REFER TO THE " NON -COMPOSITE NON-STRUCTURAL METAL FRAMING (STUD) LIMITING HEIGHT CHART " D. PROVIDE LATERAL BRACING OF METAL STUDS TO STRUCTURE AS REQUIRED BY THESE CONSTRUCTION DOCUMENTS, APPLICABLE BUILDING CODES AND THE A.H.J. E. STEEL STUD CODING EXAMPLE (UNIVERSAL CODING AS. LISTED IN SSMA PRODUCT TECHNICAL GUIDE) EXAMPLE, "600S162-54": 600 = 6" MEMBER DEPTH, S = CSJ (STEEL STUD), 162 = 1-5/8"' FLANGE WIDTH (1/100 INCH), 54 = CORRESPONDS TO MIL THICKNESS INCHES TO CODE SIZE REFERENCE (SEE STUD SIZE COLUMN BELOW): 2 1/2" = (250); 3 5/8" = (362); 6" = (600); 8" = (800) COMPOSITE NON-STRUCTURAL METAL FRAMING LIMITING HEIGHT CHART Gauge & mil: 25ga 18 mil 22ga 27 mil 20ga 30 mil 20ga 33 mil 18ga 43 mil 16ga 54 mil 14ga 68 mil Stud Size Spacing O.C. LIMITING HEIGHTS *Note #1 24" 11'-3" 12'-2" 12'-7" 12'-5" 13'-6" 2-1/2" 16" 12'-10" 13'-11" 14'-5" 14'-3" 14'-9" (250) 12" 14'-2" 15'-4" 15'-10" 15'-8" 15'-9" 24" 13'-2" 14'-5" 14'-6" 15'-3" 16'-3" 17'-8" 17'-5"# 3-5/8" 16" 15'-2" 16'-6" 16'-7" 17'-5" 18'-0" 19'-7" 19'-11"# (362) 12" 16'-8" 18'-2" 18'-3" 19'-2" 19'-7" 21'-2" 21'-11"# •6„ 24" 16'-4" 21'-3" 21'-6" 22'-3" 25'-7" 27'-0" 28'-9" 6" 16" 20'-1" 24'-4" 24'-7" 25'-6" 28'-3" 30'-0" 32'-0" (600) 12" 22'-9" 26'-9" 27'-1" 28'-1" 30'-7" 32'-6" 34'-8" 8" 24" . I 28'-8" 31'-1" 33'-4" 8" 24" 16" V / / / 30'-6" 34'-4" 32'-6" 36'-8" 35'-9" 39'-0" (800) 12" / 37'-6" 40'-0" 43'-4" * NOTES: 1. COMPOSITE LIMITING HEIGHTS ARE BASED ON A SINGLE LAYER OF 5/8" TYPE X GYPSUM BOARD INSTALLED IN THE VERTICAL ORIENTATION TO BOTH SIDES OF THE WALL OVER FULL HEIGHT USING MINIMUM NO. 6 TYPE "S" DRYWALL SCREWS SPACED A MAXIMUM OF 12" OC FOR STUDS AT 24" SPACING, AND 16" OC FOR STUDS AT 16" AND 12" SPACING. 5 PSF (PER 2015 IBC SECTION 1607.14) AND L/240 (PER 2015 IBC TABLE 1604.3). NON -COMPOSITE NON-STRUCTURAL METAL FRAMING LIMITING HEIGHT CHART Gauge & mil: 25 ga 18 mil 22 ga 27 mil 20 ga 30 mil 20 ga 33 mil 18 ga 43 mil 16 ga 54 mil 14 ga 68 mil Stud Size Spacing O.C. LIMITING HEIGHTS *Note #1 24" 8'-3"^ 9'-10" 10'-2" 10'-6" 11'-5" 2-1/2" 16" 9'-7"A 11L3" 11'-7" 12'-0" 13'-0" (250) 12" 10'-6"^ 12'-5" 12'-9" 13'-2" 14'-4" 24" 9'-3" 12'-5" 131-4" 14'-0" 15'-3" 16'-4"# 17'-5"# 3-5/8" 16" 11'-4" 15'-0" 15'-6" 16'-0" 17'-5" ;18'-8"# 19'-11"# (362) 12" 13'-1" 16'-6" 17'-0" 17'-7" 19'-2" 20'-6"# 21'-11"# 24" 17'-6"* 18'-10" 20'-6" 22'-10" 24'-6" 26'-2" 6" 16" 21'-6"* 22'-11" 23'-9" 26'-1" 28'-0" 30'-0" (600) 12" 24'-4"* 25'-2" 26'-2" 28'-9" 30'-10" 33'-0" 8" 24" 28'-8" 31'-1" 33'-4" 16" 32'-9" 35'-7" 38'-1" (800) 12" 36'-1" 39'-2" 41'-11" * NOTES: 1. NON -COMPOSITE MINIMUM LATERAL LOAD 5 PSF (PER 2015 IBC SECTION 1607.14) AND • L/240 (PER 2015 IBC TABLE 1604.3) ARE REQUIRED. 2. WEB HEIGHT -TO -THICKNESS RATIO EXCEEDS 200. WEB STIFFENERS ARE REQUIRED AT ALL SUPPORT POINTS AND CONCENTRATED LOADS AND MAY REQUIRE WEB STIFFENERS AT ENDS. REVIEW MANUFACTURER'S REQUIREMENTS FOR FLEXURAL AND DEFLECTION CONTROL. * : REQUIRES WEB STIFFENERS REQUIRED AT ENDS. ^ : HEIGHTS APPLY TO "BRACED AT 48" O.C. METAL FRAMING". # : HEIGHTS APPLY TO "FULLY BRACED METAL FRAMING". . REVIEWED FOR CODE COMPLIANCE APPROVED DEC 142018 City of Tukwila BUILDING DIVISION p I g-037 6 " • Nelco Architecture, Inc. a licensed affiliate of Nelson Worldwide, LLC 1200 Fifth Ave. Suite 1300 Seattle, WA 98101 Phone: (206) 223-4999 Fax: (206) 223-4990 consultants Description: PERMIT REVIEW SET PERMIT SET revisions No: By: EB EB Date: 11/08/18 11/14/18 ANDOVER MANAGEMENT CO. ASSET MANAGEMENT ANDOVER MANAGEMENT CO. 900 SW 16TH STREET SUITE 100 RENTON, WA 98057 client COWLITZ TRIBAL HEALTH 6450 SOUTHCENTER BLVD TUKWILA, WA 98188 project name & address DOOR SCHEDULE & ELEVATIONS & PARTITIONS TYPES sheet title 8459 seal REGIS FERE!) ARCI I MA KDOUGLAS EV -r _ STATE OF W:�SII' TON ►, 1c.•� Proj. No: 18.03206.00 Project Manager: LD Designer: EB Drawn By: Reviewed By: Approved By: A9-1 EB LD ME ALL DIMENSIONS AND CONDITIONS MUST BE CHECKED AND VERIFIED ON SITE BY THE CONTRACTOR AND SUB -CONTRACTORS PRIOR TO PERFORMING THE WORK. THE PROJECT MANAGER SHALL BE NOTIFIED IN WRITING OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK © NELSON WORLDWIDE, LLC 2018 ALL RIGHTS RESERVED