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Permit D18-0180 - ANDERSEN CONSTRUCTION - PARTITION REPLACEMENTS, LIGHTING, CEILING, PLUMBING FIXTURES, ADA RESTROOM ETC
ANDERSEN CONSTRUCTION 664 INDUSTRY DR EXPIRED 06/18/2019 D18-0180 Parcel No: Address: City of Tukwila Department of Community Development =v 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov 712 INDUSTRY DR DEVELOPMENT PERMIT Project Name: ANDERSEN CONSTRUCTION Permit Number: Issue Date: Permit Expires On: D18-0180 7/18/2018 1/14/2019 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: BKM ANDOVER 118 LLC PO BOX 13287 , NEWPORT BEACH, WA, 92658 FRANK MORRIS 664 INDUSTRY DR , TUKWILA, WA, 98188 ANDERSEN CONSTRUCTION 6712 N CUTTER CIRCLE , PORTLAND, OR, 97217 ANDERC*907DN ANDERSON CONSTRUCTION 664 INDUSTRY DR, TUKWILA, WA, 98188 Phone: (503) 267-0575 Phone: (503) 283-6712 Expiration Date: 2/17/2020 DESCRIPTION OF WORK: NEW OFFICE TI THAT INCLUDES DEMO OF NON STRUCTURAL INTERIOR PARTITIONS, NEW NON STRUCTURAL INTERIOR PARTITIONS, NEW LIGHTS, CASEWORK, NEW CEILING, NEW PLUMBING FIXTURES, AND ACCESSIBLE RESTROOM. Project Valuation: $100,000.00 Type of Fire Protection: Type of Construction: Electrical Service Provided by: Sprinklers: Fire Alarm: YES Fees Collected: $2,628.31 Occupancy per IBC: Water District: Sewer District: 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: Volumes: Cut: 0 Fill: 0 Landscape Irrigation: Sanitary Side Sewer: Number: 0 Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: No Permit Center Authorized Signature: ON RI Date: 7-2-6--I9 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 an gree to ,he conditions attached to this permit. Signature: 71 Print Name: Date: 7-25-1 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: ***BUILDING PERMIT CONDITIONS*** 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. ASCE 7, Chapter 13. 5: Partition walls shall not be tied to a suspended ceiling grid. All partitions greater than 6 feet in height shall be laterally braced to the building structure. Such bracing shall be independent of any ceiling splay bracing. 6: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 7: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 8: 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. Q 9: Every occupied space other than enclosed parking garages and buildings used for repair of automobiles shall be ventilated in accordance with the applicable provisions of the International Mechanical Code. 10: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 11: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 12: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval! of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 13: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 32: TO SCHEDULE ALL FIRE INSPECTIONS CALL 206-575-4407. 18: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (3A, 40B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 17: The tots[ 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) 14: 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) 15: 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) 16: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 7.2, 7.3) 19: 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) 20: 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) 21: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 22: 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) 24: 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. 26: 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) 27: Maintain fire alarm system audible/visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible/visual notification devices. (City Ordinance #2437) 25: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2437) (IFC 901.2) 28: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 29: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.11 of the International Building Code. 23: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 30: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 31: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 1400 FIRE FINAL 0409 FRAMING 0606 GLAZING 0406 SUSPENDED CEILING 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 2523049008 664 INDUSTRY DR DEVELOPMENT PERMIT Project Name: ANDERSEN CONSTRUCTION Permit Number: D18-0180 Issue Date: 7/18/2018 Permit Expires On: 1/14/2019 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: BKM ANDOVER 118 LLC PO BOX 13287, NEWPORT BEACH, WA, 92658 FRANK MORRIS 664 INDUSTRY DR , TUKWILA, WA, 98188 ANDERSEN CONSTRUCTION 6712 N CUTTER CIRCLE , PORTLAND, OR, 97217 ANDERC*907DN ANDERSON CONSTRUCTION 664 INDUSTRY DR , TUKWILA, WA, 98188 Phone: (503) 267-0575 Phone: (503) 283-6712 Expiration Date: 2/17/2020 DESCRIPTION OF WORK: NEW OFFICE TI THAT INCLUDES DEMO OF NON STRUCTURAL INTERIOR PARTITIONS, NEW NON STRUCTURAL INTERIOR PARTITIONS, NEW LIGHTS, CASEWORK, NEW CEILING, NEW PLUMBING FIXTURES, AND ACCESSIBLE RESTROOM. Project Valuation: $100,000.00 Type of Fire Protection: Sprinklers: Fire Alarm: YES Type of Construction: Electrical Service Provided by: TUKWILA Fees Collected: $2,628.31 Occupancy per IBC: 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 �1 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 Permit Center Authorized Signature: J Date: 7-1 0-10 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 p state or local laws re development per Signatu Print Na e. t oes not p ulating const c and agree to the • ditions authority to violate or cancel the provisions of any other ,ormance of work. I am authorized to sign and obtain this ached to this permit. ume to giv or the per Date: IS 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: ***BUILDING PERMIT CONDITIONS*** 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. ASCE 7, Chapter 13. 5: Partition walls shall not be tied to a suspended ceiling grid. All partitions greater than 6 feet in height shall be laterally braced to the building structure. Such bracing shall be independent of any ceiling splay bracing. 6: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 7: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 8: 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. 9: Every occupied space other than enclosed parking garages and buildings used for repair of automobiles shall be ventilated in accordance with the applicable provisions of the International Mechanical Code. 10: All plumbing and gas piping work shall beinspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 11: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 12: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 13: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 32: TO SCHEDULE ALL FIRE INSPECTIONS CALL 206-575-4407. 18: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (3A, 40B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 17: 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) 14: 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) 15: 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) 16: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 7.2, 7.3) 19: 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) 20: 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) 21: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 22: 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) 24: 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. 26: 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) 1 27: Maintain fire alarm system audible/visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible/visual notification devices. (City Ordinance #2437) 25: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2437) (IFC 901.2) 28: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 29: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.11 of the International Building Code. 23: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 30: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 31: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 1400 FIRE FINAL 0409 FRAMING 0606 GLAZING 0406 SUSPENDED CEILING CITY OF TUKfA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building PerPt No. 1 ! g— 0 a6 Project No. Date Application Accepted: 0 67/4e Date Application Expires: (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: Tenant Name: King Co Assessor's Tax No.: `- Irt du44ry Vri, Ta6f )10 PROPERTY OWNER Company Name: Air r i l itlf �lj-t Name: r'r. Y V orf l5 Name: 41 iLTA City: ��4j _ State: r Address: CO l .L4 dt&its Dr Lei Phone: 2t r 2e/0,1c-1/Tax: Address: 6001 i 5- eM(k ( g W d • ��,, rr Cold . V iv, City: O Jll'liiyl State: WA 1p•4 l CONTACT PERSON — person receiving all project communication Company Name: Air r i l itlf �lj-t Name: r'r. Y V orf l5 Address: 19,51 5: Q6W� Q�t4 a City: ��4j _ State: r Address: CO l .L4 dt&its Dr Lei Phone: 2t r 2e/0,1c-1/Tax: Engineer Name: City: TAk4 ate: wit Zip: iv, Phone: s 03 ` 9 (07 0 ..7.. Fax: Zip: Email: r . 1Mi)rf'g i i f1141 f J', -J I/1S u,n6l/l GENERAL CONTRACTOR INFORMATION1 Company Name: Air r i l itlf �lj-t Address: ci DO P8 q a>r CI Address: 19,51 5: Q6W� Q�t4 a City: ��4j _ State: r Zip: ceroii Phone: 2t r 2e/0,1c-1/Tax: Engineer Name: Contr Reg No�tlo r,04 *. St 07Pxp Date: ry City: Tukwila Business License No.:pp��'yq� (/t, Roc., " G/"i�f ?i`!r H:\Applications\Forms-Applications On Line \2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh Suite Number: Floor: 1 New Tenant: ❑ Yes g..No ARCHITECT OF RECORD Company Name: full. , _„l , „ ItiL, Architect Name: Me igic6AS k ;to Address: 19,51 5: Q6W� Q�t4 a City: Cor , , Ube o State: fin Zip: cry co jjI ai 7 Fax: Phone: . G,32.. vat.? U` Email: I/4 V Wei e Rotafict cie l'hil o(Ix . bail 7•' ENGINEER OF RECORD Name: *if Company Name: tjtFi u Address: Engineer Name: City: Address: Zip: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: *if itlel dfsPm c os'to. f 04 Address: City: State: Zip: Page 1 of 4 BUILDING PERMIT INFORMATIOIl6-431-3670 Valuation of Project (contractor's bid prtce . $ " Existing Building Valuation: $ rfillekV Describe the scope of work (please provide detailed information): Ne,44 4 ititt,6,3f5 del* o Aub cArtA►o�i iut eriof 04414 45) vow 4 ivttati6f 4t f4',y t; i )066110A) VANr `t,tp , tlt�nr l VUttlitig V►x%, MCi Ott -(,Ps tE146 r»111 Will there be new rack storage? ❑ ....Yes ..No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below 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: ( 6 Compact: Handicap: Will there be a change in use? ❑ Yes 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers VI Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 0 No If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ 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\2012 ApplicationsU'ermit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC lnt Floor `i /4 2''9 5 Vkgse FT 2"d 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: ( 6 Compact: Handicap: Will there be a change in use? ❑ Yes 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers VI Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 0 No If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ 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\2012 ApplicationsU'ermit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 2 of 4 PUBLIC WORKS PERMIT INFOR'.,'TION — 206-433-0179 Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ .. Tukwila 0 ...Water District # 125 ❑ .. Water Availability Provided Sewer District ❑ .. Tukwila ❑ .. Sewer Use Certificate ❑...Highline ❑ ...Valley View ❑ ... Renton ❑ ...Sewer Availability Provided 0... Renton 0... Seattle 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. Submitted with Application (mark boxes which apply): ❑ .. Civil Plans (Maximum Paper Size — 22" x 34") ❑ .. Technical Information Report (Storm Drainage) ❑ .. Bond 0...Insurance ❑... Easement(s) Proposed Activities (mark boxes that apply): ❑ .. Right-of-way Use - Nonprofit for less than 72 hours ❑ .. Right-of-way Use - No Disturbance ❑ .. Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way 0 ❑ .. Total Cut 0 .. Total Fill cubic yards cubic yards 0... Geotechnical Report 0...Maintenance Agreement(s) ❑ .. Traffic Impact Analysis ❑ .. Hold Harmless — (SAO) ❑ .. Hold Harmless — (ROW) 0...Right-of-way Use - Profit for less than 72 hours 0...Right-of-way Use — Potential Disturbance 0... Work in Flood Zone 0... Storm Drainage ❑ .. Sanitary Side Sewer 0...Abandon Septic Tank 0...Grease Interceptor ❑ .. Cap or Remove Utilities 0...Curb Cut 0... Channelization ❑ .. Frontage Improvements 0...Pavement Cut 0... Trench Excavation ❑ .. Traffic Control 0...Looped Fire Line 0... Utility Undergrounding ❑ .. Backflow Prevention - Fire Protection Irrigation Domestic Water 0 .. Permanent Water Meter Size (1) " WO # (2) " WO # (3) " WO # 0 .. Temporary Water Meter Size (1) " WO # (2) " WO # (3) " WO # 0 .. Water Only Meter Size WO # 0 .. Deduct Water Meter Size " ❑ .. Sewer Main Extension Public 0 Private 0 0 .. Water Main Extension Public 0 Private 0 FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 0 .. Water 0 .. Sewer ❑ .. Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip H:Wpplications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 3 of 4 C� fl PERMIT APPLICATION NOTES — �-J — Vof 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 OWNE Signature: TH4)ORIZED AGENT: Print Name: �e�,� ()0(U19.001 Mailing Address: 60 dv-h (Trly. H:\Applications\Forms-Applications On Line \2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh Date: Day Telephone: g 71 (1:11 qqn 416pAIt kg14, City State Zip Page 4 of 4 DESCRIPTIONS Cash Register Receipt City of Tukwila ACCOUNT QUANTITY PAID PermitTRAK $1,625.09 D18-0180 Address: 664 INDUSTRY DR Apn: 2523049008 $1,625.09 DEVELOPMENT $1,547.92 PERMIT FEE R000.322.100.00.00 0.00 $1,543.42 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $77.17 TECHNOLOGY FEE R000.322.900.04.00 0.00 $77.17 TOTAL FEES PAID BY RECEIPT: R14973 $1,625.09 Date Paid: Wednesday, July 18, 2018 Paid By: ANDERSON CONSTRUCTION Pay Method: CHECK 10279 Printed: Wednesday, July 18, 2018 10:42 AM 1 of 1 SYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT 1 QUANTITY I PAID $1,003.22 D18-0180 Address: 664 INDUSTRY DR Apn: 2523049008 $1,003.22 DEVELOPMENT $1,003.22 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R14724 R000.345.830.00.00 0.00 $1,003.22 $1,003.22 Date Paid: Thursday, June 14, 2018 Paid By: ANDERSON CONSTRUCTION Pay Method: CHECK 345932 Printed: Thursday, June 14, 2018 2:48 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 alg odgcp Project: eXICAs�S� �.cr�3' 19 T pe of Inspection: __ i [//L.i e/tI 19—et/44,- Address: p -7/2- //J.: as'1 At_ Date Called: Special Instructions: Date Wanted: ea.r, !2-`9 is p.m. Requester:C t VI 11-eitcy Phone No: —'710-5e 83 Approved per applicable codes. Bim- f4.145r9,d4 CliC4/6 (Ca AAAAA,3 B tilOY S I ar/t P fr 7\(")(--- oK To '>"7--oc_ic___ �- Inspector: 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 �L, ofr O Projecct::Type /t'\rOA eciNks rza14 � of Inspection: 3J t 1...b Irv- 194,44__ Address: 711_ , j./&9 -r41 Q a, Date Called: Special Instructions: Date Wanted: j2 -1t' tg Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: --ai►-i1 %-- tJ 4 'L ... At— 'tl\A 10 � a. t (,4, / 1' 11�• v� ����JJ& Irl i�j� y, C - v Pc- 114 , Fitkiel ktf 44(I pj09 f )4 / \ Foi4/4/__ O3 4:,-7 7( inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cat( to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Type of Inspection: Address: -7i2— I01 . I' i1 �j ,DtZ. Date Called: Special Instructions: I Date Wanted: /ITi7-/B a.m. P.m. Requester: ,SIZ,q _ Phone No: Zob 3 w07 74.9 0Approved per applicable codes. Corrections required prior to approval. COMMENTS: l� N Q;dry, tAJ/ 2 S 4,44" r--ee tOlc trepe 4-r‘Le 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 Prg� ect: 1 ' 1J rbo�► �sm�` T Type of Inspection: FrAmi 743 Address: 71l bR. Date Called: Special Instructions: iirt1-•L i/-2 / WtAay- Tr' O r Date Wanted: 9 -z,$ -2D1 a.m, p.m. Requester: Phone No:/ 7 25-71 7/ O886, Approved per applicable codes. Corrections required prior to approval. COMMENTS: frfriVvt inspector: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 1`,1q.-0/5(0 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:' 1�.�!�// C�� Type of Inspection: �.. Address:Contact Suite #: Ft2. ify 01))Ni Person: Special Instructions: Monitor: (3, L!4- Phone No.: 1 Approved per applicable codes. Corrections required prior to approval. COMMENTS: A jy N FU(2-lio C iJ D/z Needs Shift Inspection: Sprinklers: Q•.) U Fire Alarm: ti 4_- Hood & Duct: Hrs.: Monitor: (3, L!4- r%r a I/1- Pre -Fire: Permits: Occupancy Type: f Inspector: r ,l 4_- Date: /2 /////f) Hrs.: / $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit IN _ (1 0 6 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:Type de (r) (9‘,4s4a(r?vi of Inspection: F/A- — t2 /v/n( Address: Suite #: 7/2 //�611/fir-y ))(piz Contact Person: Special Instructions: // 'yew/6-r.koP AleitriA aoe.) . Av Phone No.: Approved per applicable codes. Corrections required prior to approval. \ COMMENTS: 1,4 %fit , ,/ �n•S l ?) /0 qGt ied ) Fire Alarm: V14 Hood & Duct: /v0 Monitor: J/4 ' j , ; , -- / A S1 -7/0 , // 'yew/6-r.koP AleitriA aoe.) . Av Permits: NarrhtAz6ot 6 SPk(f"i Occupancy Type: J 1 - ht-- -- Ni - / ?7 \>S � - 1 17-- #, -i la s ruSiAt s i u Needs Shift Inspection: PUO Sprinklers: ,IVU Fire Alarm: V14 Hood & Duct: /v0 Monitor: J/4 ' j , ; , Pre -Fire: Permits: NarrhtAz6ot 6 SPk(f"i Occupancy Type: J 1 Inspector: ,C7//7 5:_. Date: /21/3/1e Hrs.: G/ 0 ii,,,,, i $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Address: Company Name: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 5/2/2019 City of Tukwila Department of Community Development FRANK MORRIS 664 INDUSTRY DR TUKWILA, WA 98188 RE: Permit No. D18-0180 ANDERSEN CONSTRUCTION 712 INDUSTRY DR Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 6/18/2019. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 6/18/2019, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Cbtick andace Nichols Permit Technician File No: D18-0180 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 July 05, 2018 City of Tukwila Department of Community Development FRANK MORRIS 664 INDUSTRY DR TUKWILA, WA 98188 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D18-0180 ANDERSON CONSTRUCTION - 664 INDUSTRY DR Dear FRANK MORRIS, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: PW DEPARTMENT: Dave McPherson at 206-431-2448 if you have questions regarding these comments. • 1) Provide a completed Public Works permit fee estimate sheet as part of this Building permit (or) separate Public Works permit. (For Public Works activities only including — domestic water backflow (RPPA w/HotBox). (see PW Bulletin A2 enclosed) 2) In accordance with Washington State Department of Health guidelines for Group A Public Water Systems, Public Works has implemented a cross -connection control program to protect the public water system from contamination via cross -connection. The City has determined that this Building has deficiencies on the domestic backflow device; requiring the following upgrade. a) Domestic Water Service A Reduced Pressure Principle Assembly (RPPA), previously called a Reduced Pressure Backflow Assembly (RPBA), shall be installed immediately downstream of the existing 1.5 -inch domestic water meter. Installation at another location requires approval by the Director of Public Works. The RPPA shall be installed in a Hot Box/Hot Rock or equal freeze protection enclosure anchored to a minimum 4" thick concrete pad. Public Works recommends, but does not require, a power supply for the freeze protection enclosure. Please specify RPPA size, manufacturer, and model number on a plan sheet and submit a cut sheet for the proposed device. Show location of the new RPPA on a plan sheet. I have enclosed Public Works Bulletin C5 (design and installation requirements for cross connection control), which spells out design and installation requirements for cross connection control. The Public Works Director will withhold issuance of this Tenant Improvement permit until the backflow issues are resolved (or) the Permit Center receives plans for the subject backflow items. Applicant can post a bond for these items in the amount equal to 150% of the design, installation, and testing cost of required backflows together with a letter from the Owner of the Building, stating the installation will be completed by a certain date. NOTE: If you need assistance in locating a backflow in the field (and/or) have questions regarding backflow testing, please contact Todd Reedy, Water Quality Specialist, Tukwila Water Department — Minkler Shops, directly at (206) 571-6309. Todd.Reedy@TuwilaWA.gov Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 In order to better expedite your re ubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made inperson and will not be accepted through the mail or by a messenger service. Sincerely, %<,d) Bill Rambo Permit Technician File No. D18-0180 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIF PERMIT NUMBER: D18-0180 DATE: 07/12/18 PROJECT NAME: ANDERSON CONSTRUCTION SITE ADDRESS: 664 INDUSTRY DR Original Plan Submittal _ X Response to Correction Letter # 1 Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Building Division ❑ 146 'works Fire Prevention Structural Planning Division nPermit Coordinator n PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 07/17/18 Structural Review Required REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: DUE DATE: 08/14/18 Approved ❑ Approved with Conditions Corrections Required n Denied n (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: 12/18/2013 HERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0180 DATE: 06/18/18 PROJECT NAME: ANDERSON CONSTRUCTION SITE ADDRESS: 664 INDUSTRY DR X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: J PMWGCgY6 Building Division up 111 On Pu lic Works Fire Prevention Planning Division Structural ❑ Permit Coordinator ❑ PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 06/19/18 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Corrections Required Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 07/17/18 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only �^ CORRECTION LETTER MAILED: 7 J `' Departments issued corrections: Bldg 0 Fire ❑ Ping ❑ PW Staff Initials: 12/18/2013 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite # 100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 7/12/ Plan Check/Permit Number: D18-0180 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued O Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: Anderson Construction Project Address: 664 Industry Dr Contact Person: f (`Mk Morris Summary of Revision: Phone Number: (503) 24,7 ` 76 RECEIVED CITY OF TUKWILA JUL 1 2 2018 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in TRAKiT on 7 ({ U C:\Users\bill-r\Desktop\Revision Submittal Form.doc Revised: August 2015 UlKing County Department of Natural Resources and Parks Wastewater Treatment Division Non -Residential Sewer Use Certification • To be completed for all new sewer connections, reconnections or change of use of existing connections. • This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect. Please Print or Type o Tk.,4d(4s 4i 41-Ve Property Street Address city %(i( (6-0/ 16 Vi) 14 /W State ZIP Owner's Name r f Subdivision Name 4a(ltV?,r Cj(o•is�1ci rkLot # Subdiv. # Block # Building Nam 2. (If applicable) (2 v1, ) 670 D'74/ Owners Phone Number (with Area Code) (2 0 ) LIC- 7 01-1,-1 Property Contact Phone Number (with Area Code) Owner's Mailing Address GO1 s-trAade� LJd, g(d , Di tea lcodtk, WA q`'l5fc/. For King Count5.Jse Only Account # No. of RCEs Monthly Rate Property Tax ID # Party to be Billed (if different from owner) City or Sewer District Date of Connection Side Sewer Permit # Please report any demolitions of pre-existing building on this property. Credit for a demolition may be given under some circumstances. Demolition of pre-existing building? 0 Yes [ No Was building on Sanitary Sewer? 0 Yes 0 No Was Sewer connected before 2/1/90? 0 Yes 0 No Sewer disconnect date: Type of building demolished? Request to apply demolition credit to multiple buildings? 0 Yes O No A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units Kind of Fixture Fixture Units No. of Fixtures Total Fixture Units Public Private Public Private Bathtub and Shower 4 4 Shower, per head 2 2 Dishwasher 2 2 Drinking fountain (each head) 1 .5 Hose bibb (interior) 2.5 2.5 Clotheswasher or laundry tub 4 2 Sink bar or lavatory 2 1 it al* Sink, Clinic flushing 8 8 Sink, kitchen 3 2 / 3 Sink, other (service) 3 1.5 Sink, wash fountain, circle spray 4 3 Urinal, flush valve, 1 GPF 5 2 / Urinal, flush valve, >1 GPF 6 2 Water closet, tank or valve, 1.6 GPF 6 3 / (2 Water closet, tank or valve, >1.6 GPF 8 4 Total Fxture Units Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units _ 20 RCE B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility/Process: Estimated Wastewater Discharge: Gallons/days Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gal/day) _ 187 C. Total Residential Customer Equivalents: (add A & B) A B RCE RCE RECEIVED CITY OF TUK WI! A JUN 1 4 2018 PERMIT CENTER Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council at a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. All future billings can be prepaid at a discounted amount. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at 206-684-1060. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data for determination of a revised capacity charge. Signature of Owner/Representative Print Name of Owner/Representative 1058 (Rev. 2/13) White — King County Yellow — Local Sewer Agency Date Pink ew u t•: ANDERSEN CONSTRUCTION c Iome Espanol Contact Safety & Health Claims & Insurance OftWashington State Department of L) Labor & Industries Search L&I A-Zlrndex Help Page 1 of 4 My L&I Workplace Rights Trades & Licensing ANDERSEN CONSTRUCTION Owner or tradesperson Principals ANDERSEN, DAVID L, PRESIDENT ANDERSEN, JOEL DAVID, PRESIDENT ANDERSEN, JOEL DAVID, PRESIDENT CLOE, MARTIN E, VICE PRESIDENT ECKHARDT, WILLIAM G, SECRETARY HALL, NED, AGENT (End: 01/15/2016) Doing business as ANDERSEN CONSTRUCTION WA UBI No. 409 008 675 6712 N CUTTER CIRCLE PORTLAND, OR 97217 503-283-6712 Business type Corporation Governing persons DAVID L ANDERSEN DAVID L ANDERSEN; MARTIN CLOE; MARTIN E CLOE; BILL ECKHARDT; WILLIAM G ECKHARDT; 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. ANDERC*907DN Effective — expiration 03/02/2010— 02/17/2020 Bond _........... TRAVELERS CAS & SURETY CO Bond account no. 042S103520351 BCM $12,000.00 Received by L&I Effective date 01/28/2002 03/15/2010 Expiration date Until Canceled Insurance National Union Fire Ins of PA $1,000,000.00 Policy no. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=409008675&LIC=ANDERC*907DN&SAW= 7/18/2018 ANDERSEN CONSTRUCTION �.1 GL 3292117 Received by L&I Effective date 08/29/2017 09/01/2016 Expiration date 09/01/2018 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings Cause no. 14-2-26068-7KNT Complaint filed by INTERIOR WOOD PRODUCTS LLC Complaint date 10/08/2014 Cause no. 14-2-00845-3 Complaint filed by CRESCENT SHEET METAL INC Complaint date 12/23/2014 Cause no. 13-2-31015-5SEA Complaint filed by CUSTOM SOURCE WOODWORKING INC Complaint date 02/19/2014 OpenOn ....._......... Complaint against bond(s) or savings 042S103520351BCM Complaint amount $0.00 Dismissed ..................... ........ Complaint against bond(s) or savings 042S103520351BCM Complaint amount $144,758.36 Open .............. Complaint against bond(s) or savings 042S103520351BCM Complaint amount $9,717.10 0 L&l Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. L&I Account ID Account is current. 206,328-00 Doing business as ANDERSEN CONSTRUCTION COMPANY Estimated workers reported Quarter 1 of Year 2018 "76 to 100 Workers" L&I account contact T1 / IDA HAYNES (360)902-5635 - Email: HAYN235@lni.wa.gov Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes No strikes have been issued against this contractor. Contractors not allowed to bid ...................... .... _. No debarments have been issued against this contractor. Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for. Inspection results date Page 2 of 4 Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=409008675&LIC=ANDERC*907DN&SAW= 7/18/2018 ANDERSEN CONSTRUCTION 10/20/2016 No violations Inspection no. 317940690 Location 615 NW Gilman Blvd Issaquah, WA 98027 Inspection results date 04/25/2016 Inspection no. 317940132 Location 1823 Minor Ave Seattle, WA 98101 Inspection results date 03/03/2016 Inspection no. 317939212 Location 221 10th Ave S Seattle, WA 98104 Inspection results date 01/21/2016 Inspection no. 317939016 Location 1823 Minor Ave Seattle, WA 98101 Inspection results date 01/12/2015 Inspection no. 317622363 Location 223 West Galer Street Seattle, WA 98119 Inspection results date 06/10/2014 Inspection no. 316967207 Location 1105 E Fir Seattle, WA 98122 Inspection results date 02/21/2014 Inspection no. 316963149 Location 5711 24th Ave NW Seattle, WA 98107 Inspection results date 02/19/2014 Inspection no. 316962836 No violations No violations No violations No violations No violations No violations No violations Page 3 of 4 Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=409008675&LIC=ANDERC*907DN&SAW= 7/18/2018 ANDERSEN CONSTRUCTION Location 5711 24th Ave. NW Seattle, WA 98107 Inspection results date 12/16/2013 Inspection no. 316906460 Location 225 Cedar Street Seattle, WA 98211 Inspection results date 07/09/2013 Inspection no. 316752625 Location 225 Cedar St. Seattle, WA 98121 No violations No violations Page 4 of 4 © Washington State Dept. of Labor & Industries. Use of this site is subject to the laws of the state of Washington. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=409008675&LIC=ANDERC*907DN&SAW= 7/18/2018 Co M X N O z w z O z w w J U V) 0 O z V) z L J TUKWILA - PRELIMINARY DESIGN 664 INDUSTRY DRIVE, TUKWILA, WASHINGTON 98188 GENERAL NOTES A. ALL WORK SHALL BE IN CONFORMANCE WITH ALL FEDERAL, STATE, AND LOCAL CODES, WHICH EVER IS MOST STRICT. SPECIFICATIONS AND STANDARDS MEAN, AND ARE INTENDED TO BE, THE ADOPTED EDITION, AMENDMENT OR REVISION OF SUCH REFERENCE STANDARD(S) IN EFFECT AS OF THE DATE OF THE CONTRACT DOCUMENTS. B. USE DIMENSIONS SHOWN. IN NO CASE SHALL WORKING DIMENSIONS BE SCALED FROM DRAWINGS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CROSS CHECK DETAILS AND DIMENSIONS SHOWN ON THESE DRAWINGS WITH RELATED REQUIREMENTS ON THE CIVIL, STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND OTHER DRAWINGS AS APPLICABLE. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES BEFORE COMMENCING WORK. C. ALL DIMENSIONS ARE TO FACE OF FINISH, UNLESS NOTED OTHERWISE. D. CONDITIONS AND DETAILS MARKED "TYPICAL" APPLY IN ALL CASES UNLESS SPECIFICALLY INDICATED OTHERWISE. WHERE NO SPECIFIC DETAIL IS SHOWN, THE CONSTRUCTION SHALL BE IDENTICAL OR SIMILAR TO THAT INDICATED FOR THE TYPICAL CONSTRUCTION ON THE PROJECT. VERIFY QUANTITY PRIOR TO BID. E. FURNISH AND INSTALL ALL MATERIALS AND EQUIPMENT REQUIRED FOR THE SUCCESSFUL, EFFICIENT AND FUNCTIONAL PROJECT COMPLETION NOT INDICATED IN THE CONSTRUCTION DOCUMENTS AT NO ADDITIONAL COST. I F. DISCREPANCIES IN ANY SCHEDULE OR DRAWING DO NOT RELIEVE THE CONTRACTOR FROM THE WORK INTENDED IN THE DRAWING OR DESCRIBED IN THE SPECIFICATIONS. G. A COMPLETE, CURRENT SET OF THE PERMITTED CONSTRUCTION DOCUMENTS MUST BE KEPT ON THE JOB SITE AND AVAILABLE TO THE BUILDING OFFICIAL FOR THE DURATION OF THE PROJECT. H. THE CONTRACTOR SHALL EVALUATE THE JOBSITE SAFETY THEREOF AND SHALL BE FULLY AND SOLELY RESPONSIBLE FOR THE JOBSITE SAFETY OF SUCH MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES IN ORDER TO PROVIDE ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC; AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE.CONTRACTOR. THE CONTRACTOR SHALL ALSO COMPLY WITH JOBSITE SAFETY REQUIREMENTS AS REQUIRED BY THE GOVERNING JURISDICTION. I. DO NOT NOTCH OR DRILL JOISTS, BEAMS, OR LOAD BEARING STUDS WITHOUT THE PRIOR APPROVAL OF THE STRUCTURAL ENGINEER, OR PER MANUFACTURER'S SPECIFICATIONS. J. EVENLY DISTRIBUTE CONSTRUCTION MATERIALS IF PLACED ON FRAMED FLOORS OR ROOF. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FEET. K. PROVIDE ALL WORK IDENTIFIED IN THESE CONTRACT DOCUMENTS IN THE CONFIGURATION(S) SHOWN. DO NOT TO DEVIATE FROM THESE CONFIGURATION(S) WITHOUT THE SPECIFIC WRITTEN PERMISSION OF THE ARCHITECT OF RECORD. TYPICAL SYMBOLS NOTES: NOT ALL SYMBOLS SHOWN MAY BE USED REFERENCE GRID LINES NUMBER CELL SHEET INTERIOR ELEVATION TAG NUMBER 0" 00"AFF CEILING HEIGHT TAG (REFERENCED FROM FINISHED FLOOR) ROOM–s—ROOM NAME NAME 000 H ROOM NUMBER ROOM TAG f 1 11 DETAIL REFERENCE BUBBLE — ~ ilk DETAIL BUBBLE CELL DETAIL REFERENCE TAG SHEET L. PROTECT PROPERTY, ADJACENT PROPERTY AND BUILDING MATERIALS FROM DAMAGE DUE TO CONSTRUCTION. M. CONTRACTOR TO PROVIDE ALL NECESSARY TESTING AND COORDINATE ALL REQUIRED OBSERVATIONS AND INSPECTION. N. MAINTAIN DUST CONTROL MEASURES THROUGHOUT THE DURATION OF THE PROJECT, AS REQUIRED BY GOVERNING JURISDICTION. O. PREPARE ALL FLOOR AND WALL SURFACES FOR NEW FINISHES, REFER TO FINISH SCHEDULE.NOTIFY ARCHITECT IN WRITING IF DAMAGE TO FRAMING OR SUPPORT ELEMENTS EXISTS ONCE SIDING IS REMOVED. P. PROVIDE FLOOR LEVELING AS REQUIRED TO INSURE QUALITY INSTALLATION OF PRODUCT(S). Q. ALL NEW WALLS TO BE SMOOTH FINISH - LEVEL 4, UNLESS NOTED OTHERWISE. R. GC IS RESPONSIBLE FOR OBTAINING AND PAYING FOR ALL APPROVED PERMITS AND REQUIRED LICENSES FROM LOCAL JURISDICTIONS. S. GC TO INCLUDE A CONTINGENCY FOR REMOVING LOW -VOLTAGE AND OTHER ABANDONED INFRASTRUCTURE, AND ANY OTHER WORK NEEDED TO COMPLETE THIS PROJECT IN ADJACENT AND NEIGHBORING TENANT SPACES. COORDINATE AMOUNT WITH TENANT/LANDLORD. T. ELECTRICIANS TO LABEL NEW, UPDATED, AND REMOVED CIRCUITS AT ELECTRICAL PANELS AFFECTED BY SCOPE OF WORK. U. PLUMBING SUPPLY LINES TO BE COPPER. COORDINATE WITH BUILDING OWNER IF ALTERNATE IS TO BE PROPOSED. ; TYPICAL SYMBOLS 3Uill82u NOTES: 1. NOT ALL ABBREVIATIONS SHOWN MAY BE USED 2. ABBREVIATIONS MAY BE USED IN CONJUNCTION WITH EACH OTHER L 0 O 1 R ANGLE CENTER LINE CHANNEL DEGREE(S) DIAMETER INCH (ES) FOOT (FEET) NUMBER PERPENDICULAR PLATE BY ( 2 x 4 ) AB A/C ACT AD ADJ AFF ALT AOS ANCHOR BOLT AIR CONDITIONING ACOUSTICAL CEILING TILE AREA DRAIN ADJUST(ABLE) ABOVE FINISH FLOOR ALTERNATE, ALTERNATIVE APPARENT OPENING SIZE BATT BD BLDG BLK BLKG BMU BO BOC BOT BS BATT INSULATION BOARD BUILDING BLOCK BLOCKING BRICK MASONRY UNIT BOTTOM OF BACK OF CURB BOTTOM BOTH SIDES CB CBA CFO CFOI CG CJ CL CLG CLO CLR CMU CP CPT CSMT CSWK CT CTR CTS K DEMO DIA DIM DN DP DW CATCH BASIN CEMENT BACKER BOARD CONTRACTOR FURNISHED CONTRACTOR INSTALLED CONTRACTOR FURNISHED OWNER INSTALLED CORNER GUARD CONTROL JOINT CENTER LINE CEILING CLOSET CLEAR(ANCE) CONCRETE MASONRY UNIT CEMENT PLASTER CARPET CASEMENT CASEWORK CERAMIC TILE CENTER COUNTERSINK DEMOLITION DIAMETER DIMENSION DOWN DAMPPROOFING or DIMENSION POINT DISHWASHER (E) EA EB EJ EXISTING EACH EXPANSION BOLT EXPANSION JOINT EL ELEV ENCL ENM E0 ETR EX EXT ELEVATION ELEVATOR ENCLOSURE ENAMEL ELECTRIC OUTLET EXISTING TO REMAIN EXISTING EXTENSION or EXTERIOR (F) (FA) F&I FA FABX FE FEC FF FFE FND FO FOC FOF FOM FOS FOW OH OTS OVERHEAD OPEN TO STRUCTURE PL PT PWD PLATE or PLASTIC LAMINATE or PROPERTY LINE PRESSURE TREATED PLYWOOD QT FIELD DATA QTY FIELD ADJUSTED FURNISH & INSTALL FIRE ALARM FIRE ALARM BOX FIRE EXTINGUISHER & BRACKET FIRE EXTINGUISHER CABINET FINISHED FLOOR FINISH FURNISH EQUIP or FURNITURE FIXTURE EQUIPMENT FOUND(ATION) FACE OF FACE OF CONCRETE FACE OF FINISH FACE OF MASONRY FACE OF STEEL or FACE OF STUD FACE OF WALL GMU GLASS MASONRY UNIT GYP GYPSUM GYP BD GYPSUM BOARD GYP SH GYPSUM SHEATHING HCAP HDRL HDW HT HVAC HANDICAPPED HANDRAIL HARDWARE HEIGHT HEATING, VENTILATING, & AIR CONDITIONING JAN JANITOR JC JANITOR'S CLOSET LAV LAVATORY LOC LIMITS OF CONSTRUCTION MAX MAXIMUM MDF MEDIUM DENSITY FIBERBOARD MI MIRROR MIN MINIMUM MO MASONRY OPENING MTL METAL (N) N&C N&D N&T NIC NTS NEW NAIL & CAP NAIL & DISK NAIL & TIN NOT IN CONTRACT NOT TO SCALE OC ON CENTER OD OUTSIDE DIAMETER or OVERFLOW DRAIN OFCI OWNER FURNISHED CONTRACTOR INSTALLED OFOI OWNER FURNISHED OWNER INSTALLED QUARRY TILE QUANTITY (R) R RB RD REPL REQ RET RF RM RO RT REMOVE(D) RADIUS, RISER RESILIENT BASE ROOF DRAIN REPLACE REQUIRED RETURN or RETENTION RESILIENT FLOORING ROOM ROUGH OPENING RESILIENT TILE SAC SS STN SV SYM SUSPENDED ACOUSTIC CEILING STAINLESS STEEL or SOLID SURFACE STONE SLAB/VENEER SHEET VINYL SYMBOL OR SYMMETRICAL T T&B T&G TD TH K T/M TO TOD TOP TOR TOS TOW T -STAT TS TYP TEMPERED OR TILE OR TREAD TOP & BOTTOM TONGUE & GROOVE TRENCH DRAIN THICK(NESS) TO MATCH TOP OF TOP OF DECK TOP OF PARAPET or TOP OF PAVEMENT TOP OF ROOF TOP OF SLAB or TOP OF STEEL TOP OF WALL THERMOSTAT TUBE STEEL TYPICAL UNO UOS UNLESS NOTED OTHERWISE UNDERSIDE OF STRUCTURE VCT VEN VERT VIF VINYL COMPOSITE TILE VENEER VERTICAL VERIFY IN FIELD W WEST or WIDTH (WIDE) W/ WITH WD WOOD or WOOD VENEER WF WIDE FLANGING WG WIRE GLASS WH WATER HEATER W/0 WITHOUT W PANEL WOOD PANELING WRGB WATER RESISTANT GYPSUM WALL BOARD WWF WELDED WIRE FABRIC VICINITY MAP 1144 Ur .isi,i,yn t't1 tukvula ri$e Dopa Ono I PROJECT SITE N C IAm:lirmy 9 BUILDING DESCRIPTION 1 STORY WAREHOUSE WITH COMMERCIAL OFFICE. SCOPE OF WORK NEW OFFICE TENANT IMPROVEMENT THAT INCLUDES DEMOLITION OF NON-STRUCTURAL INTERIOR PARTITIONS. NEW NON-STRUCTURAL INTERIOR PARTITIONS, NEW LIGHTING, NEW PLUMBING FIXTURES, NEW CEILINGS, AND NEW CASEWORK. CODE SUMMARY BUILDING CODES: 2015 SBCC GENERAL BUILDING DESCRIPTION: CONSTRUCTION TYPE: ?? NUMBER OF STORIES: 1 SPRINKLED: YES OCCUPANCY GROUP: 'B' OFFICE EXITS: APPROXIMATE AREA OF WORK: SF OCCUPANCY: 'B' OFFICE OCCUPANT LOAD FACTOR: 100 / 15 - B NUMBER OF PROPOSED OCCUPANTS: _ (REFER TO FLS PLAN) NUMBER OF EXITS REQUIRED (TABLE 1015.1): 2 NUMBER OF EXITS PROVIDED: 2 MINIMUM WIDTH OF CORRIDOR: 44" MINIMUM WITH AT EGRESS DOORS: 36" LOCKS & LATCHES (1008.1.9.3): WHERE LOCKS AND LATCHES ARE PROVIDED AT MAIN EXTERIOR DOORS, THE LOCKING DEVICE MUST BE READILY DISTINGUISHABLE AS LOCKED AND SIGNAGE PROVIDED STATING "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED." RESTROOMS TABLE 2902.1 1:1-25 (or whatever your correct option is) OCCUPANT LOAD IS ## NUMBER OF PLUMBING FIXTURES PROVIDED 1 TOILETS AND 1 SINKS PER SEX (UNISEX PER 2902.2 EXCEPTION 3: SEPARATE FACILITIES SHALL NOT BE REQUIRED IN STRUCTURES OR TENANT SPACES w/ A TOTAL OCCUPANT LOAD, INCLUDING BOTH EMPLOYEES AND CUSTOMERS, OF 50 OR LESS.) * ALL RESTROOM FINISHES MUST COMPLY WITH APPLICABLE CODES RECEPTION RM #: 100 OCC: B AREA: 159 SF FACT: 15 LOAD: 11 PRIVATE OFFICE RM #: 101 OCC: B AREA: 135 SF FACT: 100 LOAD 2 CONTACTS DESIGNER FLUENT DESIGN, INC. 1931 SE POWELL BLVD PORTLAND, OR 97202 CONTACT: MELISSA SKILES P: 503.432.8617 E: mskiles@fluentdesignpdx.com DRAWING INDEX TENANT/ GENERAL CONTRACTOR ANDERSEN CONSTRUCTION 6712 NORTH CUTTER CIRCLE PORTLAND, OREGON 97217 CONTACT: JACK RAE P: 503.849.0176 E: jrae@andersen-const.com CS COVER SHEET ID 1.10 ACCESSIBILITY ID2.10 DEMOLITION PLAN ID3.10 FLOOR PLAN ID3.20 FINISH FLOOR PLAN ID3.30 POWER & DATA PLAN ID3.40 ENLARGED FLOOR PLANS ID4.10 REFLECTED CEILING PLAN ID5.10 INTERIOR ELEVATIONS ID6.10 INTERIOR DETAILS ID7.10 DOOR & RELITE SCHEDULES/DETAILS. SEPARATE PERMITS MECHANICAL ELECTRICAL PLUMBING FIRE / LIFE SAFETY SYSTEMS /' CONFERENCE ROOM RM#: 102 OCC: B FILE COPY Permit No. bI- OIO Plan review approvr l is subject to errors end omissions. Approval of construction documo ;s cc33 nci out[horize rupia co. ` 1ccoipt the violation of of approved F B optcd opy a do or nditi City of Tukwila BUILDING DIVISION POFFICERIVATE RM #: 105 OCC: B AREA FACT LOAD 194 SF 15 13 AREA FACT LOAD 182 SF 100 PRIVATE OFFICE RM #: 106 OCC: B AREA: 189 SF FACT: 100 LOAD: 2 COPY STORAGE RM #: 103 OCC: B AREA: 123 SF FACT: 100 LOAD: 2 'SEPARATE LPM.'..:;IT REQU)�FED FOR: ULi Mechanical I, Electrical if lumbing 1 Gas Piping City of Tukwila BUILDING DIVISION REVISIONS No changes shall bl made to the scope of work with^+ ': prior approval of T�a!<�.�.t ► Bu;' ng Division NOTE: Revisions will require a new plan submittal and may in ude plan review lass. , KITCHEN AREA RM #: 104 OCC: B AREA: 133 SF FACT: 100 LOAD: 2 PRIVATE OFFICE RM #: 110 OCC: B AREA: 196 SF FACT: 100 LOAD: 2 PRIVATE OFFICE RM #: 107 OCC: B AREA FACT LOAD 176 SF 100 2 STORAGE �• ROOM RM #: 111 OCC: S-1 \1 AREA FACT LOAD 164 SF 300 1 PRIVATE OFFICE RM #: 108 OCC: B AREA: 101 SF FACT: 100 LOAD: 1 STORAGE ROOM RM #: 112 OCC: S AREA: 146 SF FACT: 300 LOAD: 1 STORAGE ROOM RM #: 113 OCC: S-1 AREA: 1968 SF FACT: 300 LOAD: 7 204 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 132018 .J Cityof Tukwila BUILING DIVISION FIRE, LIFE SAFETY PLAN 3/32"=1'-0" • 11• • • t• • fluentdesign 1931 SE Powell Blvd. Portland, Oregon 97202 P: 503.432.8617 E: Info®fluentdesignpdx.com W: fluentdesignpdx.com FLUENT DESIGN, INC THESE DRAWINGS ARE THE PROPERTY OF FLUENT DESIGN AND ARE NOT TO BE REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRIREN APPROVAL OF FLUENT DESIGN 1 F�- z W W i 0 Dez ai-7) C� w D Z W TUKWILA - TENANT RECEIVED JUN 19 2018 TUKWILA PUBLIC WORKS REV DATE FILE RECEIVED ITV OF TUKWILA JUN 1 2018 k%1 CENTER THING 1: A. AUJERO THING 2: M. SKILES DRAWN BY: MJS JOB NO: 170730 DATE: MM.DD.YY CS COVER SHEET DRAWINGS NOT TO SCALE IF SHEET DIMENSIONS ARE NOT 24" X 36" 24" MAX 48" MIN 24" / MAX / 20 1 MAX. RUNNING SLOPE V"' MAX. CROSS SLOPE J$J CLEAR WIDTH OF AN ACCESSIBLE ROUTE / FIGURE 403.5 (ICC/ANSI A117.1) (A) FRONT APPROACH z 2 cO I I zI 122 1 - 1 MIN I 1 (B) POCKET OR HINGE APPROACH 16 FIGURE 302.2 CARPET ON FLOOR SURFACES FIGURE 303.2 VERTICAL CHANGES IN LEVEL CHANGES IN LEVEL (A) (B) FIGURE 303.3 BEVELED CHANGES IN LEVEL 15 FIGURE 302.2, 303.2 & 303.3 (ICC/ANSI A117.1) FLUSH CONTROLS TO BE ON OPEN SIDE z I4) OTHER FIXTURES NOT ALLOWED WITHIN THIS AREA -' 60" MIN SIZE OF CLEARANCE FOR WATER CLOSET FIGURE 604.3 (ICC/ANSI A117.1) C 11 0) r FIGURE 604.4 ADULT WATER CLOSET HEIGHT 14 WATER CLOSET HEIGHT C FIGURE 604.11.4 CHILDREN WATER CLOSET HEIGHT FIGURE 604743 604.11.4 (ICC/ANSI A117.1) I z I � 24" MINS (C) STOP OR LATCH APPROACH MANEUVERING CLEARANCE AT SLIDING AND FOLDING DOORS FIGURE 404.2.3.3 (ICC/ANSI A117.1) \ 2 00 • 2 X<36" �. (A) FRONT APPROACH r -_-i I ED j X<36" j (B) SIDE APPROACH MANEUVERING CLEARANCES AT DOORWAYS WITHOUT DOORS FIGURE 404.2.3.4 (ICC/ANSI A117.1) 12 / 60" MIN PERMITTED TO INCLUDE KNEE AND TOE CLEARANCES PER SECTION 306 (A) CIRCULAR 60" MIN J / z\ 2 M z\ N Z (0 36" MIN 12 /-r-/ �J / 12 „ " MIN \ MIN PERMITTED TO INCLUDE KNEE AND TOE CLEARANCES PER SECTION 306 ONLY AT THE BASE OR ONE ARM. SIZE OF TURNING SPACE (B) T -SHAPED • 11 FIGURE 304.3 (ICC/ANSI A117.1) 30" MIN /- CLR --/ (A) FORWARD APPROACH (a) ACCESSIBLE WATER CLOSETS 17" MIN 19" MAX. (b) AMBULATORY ACCESSIBLE WATER CLOSETS WATER CLOSET LOCATION (B) PARALLEL APPROACH POSITION OF CLEAR FLOOR SPACE 3U1182,811. FIGURE 305.5 (ICC/ANSI A117.1) 54" MIN 12" MAX%f , 42" MIN PROVIDE BLOCKING IN WALLS FOR FUTURE INSTALLATION OF GRAB BARS IN TYPE A AND TYPE B DWELLING UNITS. VERTICAL GRAB BAR NOT REQUIRED IN TYPE A OR TYPE B DWELLING UNITS FIGURE 604.5.1 SIDE WALL GRAB BAR FOR WATER CLOSET 36" MIN /------ 12" 24" MIN MIN FIGURE 604.5.2 REAR WALL GRAB BAR FOR WATER CLOSET 10 GRAB BAR DIMENSIONS FOR WATER CLOSET FIGURE 604.5.1 & 604.5.2 (ICC/ANSI A117.1) (A) HINGED DOOR 32" MIN CLR (C) FOLDING DOOR 32" MIN CLR (B) SLIDING DOOR 36' MIN CLR -\ 111 N A 0 W (D) DOORWAYS WITHOUT DOORS CLEAR WIDTHS OF DOORWAYS FIGURE 404.2.2 (ICC/ANSI A117.1) FIGURE (ICC/ANSI A117.1) FIGURE 604.2 (ICC/ANSI A117.1) FIGURE 308.2.1 UNOBSTRUCTED FORWARD REACH -'6- 20" /MAX (A) 2 00 kr >20"-25" / MAX / (B) FIGURE 308.2.2 OBSTRUCTED HIGH FORWARD REACH UNOBSTRUCTED/OBSTRUCTED FWD REACH z 2 0 (0 FIGURES 308.2.1 & 308.2.2 (ICC/ANSI A117.1) (A) FRONT APPROACH, PULL SIDE 12" MIN -/ 1 X22"/ MIN J3 (E) HINGE APPROACH, PUSH SIDE * IF BOTH CLOSER AND LATCH ARE PROVIDED ** 48" MIN IF CLOSER AND LATCH ARE PROVIDED z co 12" MIN J (B) FRONT APPROACH, PUSH SIDE * IF BOTH CLOSER AND LATCH ARE PROVIDED (F) LATCH APPROACH, PULL SIDE * 54" MIN IF CLOSER IS PROVIDED (A) ELEVATION (B) PLAN FIGURE 306.2 TOE CLEARANCE BETWEEN 9" AND 27" ABOVE THE FLOOR THE KNEE CLEARANCE CAN BE REDUCED 1" IN DEPTH FOR EACH 6" IN /M " AXI HEIGHT FIGURE 306.3 KNEE CLEARANCE TOE AND KNEE CLEARANCES FIGURE 306.2 &306.3 (ICC/ANSI A117.1) \ 10" MAX FIGURE 308.3.1 UNOBSTRUCTED SIDE REACH (A) (B) FIGURE 308.3.2 OBSTRUCTED HIGH SIDE REACH UNOBSTRUCTED/OBSTRUCTED SIDE REACH FIGURE 308.3 (ICC/ANSI A117.1) (C) HINGE APPROACH, PULL SIDE P z I 2 / 24" / I MIN (G) LATCH APPROACH, PUSH SIDE • 48" MIN IF CLOSER IS PROVIDED MANEUVERING CLEARANCES AT MANUAL SWINGING DOORS (D) HINGE APPROACH, PULL SIDE jui It. 20 FIGURE 404.2.3.2 (ICC/ANSI A117.1) WALL HUNG (TYPE) HEIGHT OF URINALS STALL (TYPE) FIGURE 605.2 (ICC/ANSI A117.1) TO THE RIM OF THE SINK OR COUNTERTOP, WHICHEVER IS HIGHER. REVIEWED FOR CODE COMPLIANCE APPROVED JUL 13 2018 City of Tukwila BUILDING DIVISION WATER SUPPLY AND DRAIN PIPES TO BE INSULATED TO PROTECT AGAINST CONTACT KNEE AND TOE CLEARANCES PER SECTION 306. HEIGHT OF LAVATORIES FIGURE 606.3 (ICC/ANSI A117.1) • 11• • • 1• • fluentdesign 1931 SE Powell Blvd. Portland, Oregon Oregon 97202 P: SO3.432.8617 E: Into®tluentdesIgnpdx.com W: fluentdeslgnpdx.com FLUENT DESIGN, INC THESE DRAWINGS ARE THE PROPERTY OF FLUENT DESIGN AND ARE NOT TO BE REPRODUCED 94 ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN APPROVAL OF FLUENT DESIGN 1 z w w 0 ae C� REV DATE FILE RECEIVED CI FY OF TUKWILA JUN 1 4 7i118 THING 1: A. AUJERO THING 2: M. SKILES DRAWN BY: MJS JOB NO: 170730 DATE: MM.DD.YY ID1.1O ACCESSIBILITY DRAWINGS NOT TO SCALE IF SHEET DIMENSIONS ARE NOT 24" X 36" 1 DEMOLITION PLAN 1 GENERAL NOTES A. DEMOLITION NOT DESCRIBED HERE BUT NECESSARY FOR THE COMPLETION OF THE PROJECT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE DEMOLITION DRAWINGS ARE ISSUED FOR INFORMATION ONLY AND SHOW THE GENERAL EXTENT OF THE DEMOLITION REQUIRED. THESE DRAWINGS DO NOT NECESSARILY SHOW EVERYTHING TO BE REMOVED IN ORDER TO PREPARE THE EXISTING BUILDING ELEMENTS FOR REMODELING OR NEW CONSTRUCTION B. CONTRACTOR TO SALVAGE AND REUSE MATERIALS WHEREVER POSSIBLE. ANY UNUSED SALVAGEABLE MATERIALS TO BE VERIFIED WITH BUILDING OWNER OR PROPERTY MANAGER PRIOR TO REMOVAL FROM SITE. C. ABANDONED OR UNUSED LOW -VOLTAGE CABLING TO BE REMOVED BACK TO POINT OF ORIGIN. VERIFY WITH TENANT'S. VENDOR PRIOR TO WORK. D. ALL OPERABLE LOW -VOLTAGE FIRE LIFE SAFETY DEVICES SHALL BE LEFT IN PLACE (UNLESS TENANT WANTS TO REPLACE WITH NEW; PROVIDE ISOLATED PRICE). IF A STRUCTURE HOLDING A DEVICE IS REMOVED, THE GC SHALL SUPPORT THE F / L / S DEVICE IN A MANNER THAT DOES NOT IMPAIR ITS FUNCTION IN ANYWAY. E. REMOVE OLD, ABANDONED, OR MALFUNCTIONING FIRE & LIFE SAFETY EQUIPMENT. REPLACE AS NECESSARY WITH NEW. COORDINATE NEW LOCATIONS PER NEW LIGHTING LAYOUT AND FINISHES, VERIFY LOCATIONS WITH DESIGNER. F. REWORK SPRINKLERS AS REQUIRED FOR NEW DESIGN LAYOUT. G. WHERE CONSTRUCTION TO BE REMOVED INTERSECTS AND IS ADJACENT TO CONSTRUCTION TO REMAIN, WORK SHALL INCLUDE ALL ATTACHMENT DEVICES. H. COORDINATE ALL AREAS OF DEMOLITION WORK w/FLOOR PLANS. WHERE OCCURS, REMOVE ALL HVAC ELECTRICAL TIES BETWEEN AREA OF WORK AND ANY AREAS NOT IN CONSTRUCTION SCOPE. DO NOT CUT OR INTERRUPT ANY SYSTEMS OR SERVICES TO OTHER SUITES. INFORM BUILDING OWNER / PROPERTY MANAGER IF SUCH CONDITIONS EXIST. J. REMOVE ALL LIGHT FIXTURES AND SALVAGE FOR REUSE OR LANDLORD USE. CONFIRM W/ BUILDING OWNER / PROPERTY MANAGER IF FIXTURES SHALL BE SALVAGED. K. REMOVE ALL FLOOR COVERING THROUGHOUT TENANT SPACE, U.N.O. SCRAPE ALL. FLOORS CLEAN OF ALL ADHESIVE, PAD, ETC., TO SMOOTH FINISH AND BROOM CLEAN. L. REMOVE EXISTING APPLIED WALL FINISHES. SKIM COAT EXISTING TO REMAIN (TENANT AND CORE) WALLS AS REQUIRED TO PREPARE FOR APPROVED FINISH. M. IN ALL AREAS WHERE DEMOLITION CAUSES UNEVENNESS IN SLAB, THE CONTRACTOR SHALL PATCH TO LEVEL THE SLAB TO RECEIVE NEW FLOOR FINISHES. N. ELECTRICAL, MECHANICAL AND PLUMBING TO BE REMOVED TO THE FURTHEST TERMINATION POINT ON THE FLOOR. REMOVE ALL UNUSED AND DISCONNECTED HVAC, ELECTRICAL, PLUMBING, AND PHONE/DATA CABLING ABOVE CEILING AND REMOVE TO THE FURTHEST TERMINATION POINT ON THE FLOOR. COORDINATE EXTENT OF REMOVAL WITH M/E/P DRAWINGS. O. UPON REMOVAL OF EXISTING CEILING, THE EXISTING MECHANICAL SYSTEM WILL BE EVALUATED BY THE ENGINEER FOR POSSIBILITY FOR REUSE. IF THE EXISTING MECHANICAL SYSTEMS ARE TO BE REUSED, EXISTING MAIN DUCT, VAV BOXES, PNEUMATIC CONTROL TUBING, ETC., SHALL REMAIN AND SHALL BE PROTECTED TO AVOID DAMAGE TO EXISTING HVAC EQUIPMENT DURING DEMOLITION. SEE REFLECTED CEILING PLAN FOR ANY NEW CEILING TILE PRODUCT. IF NEW CEILING TILES OR CEILING GRID IS TO BE INSTALLED, REMOVE EXISTING AS REQUIRED TO PREPARE FOR NEW. Q. REMOVE EXISTING DOOR KNOBS FOR REPLACEMENT WITH LEVERS AT ALL DOORS WITHIN THE AREA OF WORK AND THOSE THAT OPEN ONTO OR FROM AREA OF WORK. PREP FOR NEW. R. REPLACE ALL COVER PLATES AND ESCUTCHEONS, THROUGHOUT, AS NECESSARY TO MATCH NEW. COORDINATE WITH TENANT IF G.C. IS TO REMOVE ABANDONED J -BOXES, RECEPTACLES, AND WIRING CONCEALED BY PLATES AND ESCUTCHEONS, AND GYP BD PATCHED/REPAIRED TO MATCH ADJACENT GYP BD FINISH. DEMOLITION FLOOR PLAN LEGEND NOT IN SCOPE EXISTING CONSTRUCTION TO REMAIN. _ _ _ _ _ = EXISTING CONSTRUCTION TO BE REMOVED. KEYNOTES SALVAGE AND REUSE EXISTING DOORS WHERE POSSIBLE. SEE SHEET ID3.10 FOR NEW LOCATIONS. REVIEWED FOR CODE COMPLIANCE APPROVED JUL 1 3 2018 City of Tukwila BUILDING DIVISION •11• • •t• • fluentdesign 1931 SE Powell Blvd. Portland, Oregon 97202 P: 503.432.8617 E: Intoa lluentdesIgnpdx.com W: tluentdeslgnpdx.com C FLUENT DESIGN, INC THESE DRAWINGS ARE TF15 PROPERTY OF FLUENT DESIGN AND ARE NOT TO BE REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN APPROVAL OF FLUENT DESIGN 1 z w w 0 CL C� UJ >D0o CXc >- r/-) o� Z .cr se REV DATE FILE CI TY OF TUKWILA JU�1 2013 PERMIT CENTER THING 1: A. AUJERO THING 2: M. SKILES DRAWN BY: MJS JOB NO: 170730 DATE: MM.DD.YY ID2.10 DEMOLITION PLAN DRAWINGS NOT TO SCALE IF SHEET DIMENSIONS ARE NOT 24" X 36" L I r: • a s 8 2610. partial height wall/ sit to stand desk behind GENERAL NOTES A. ALL DIMENSIONS TO FACE OF FINISH, U.O.N. B. WALL ASSEMBLIES: PROVIDE TYPE "X" GYPSUM BOARD THROUGHOUT, UNLESS NOTED OTHERWISE. PROVIDE WATER RESISTANT GYPSUM BOARD TYPE "X" AT ALL ROOMS WHERE PLUMBING FIXTURES OCCUR. PROVIDE GLASS -MAT WATER-RESISTANT GYPSUM BOARD TYPE ")C' AT ALL HIGH HUMIDITY AREAS. C. APPLY VAPOR BARRIER AT INTERIOR SIDE OF ALL EXTERIOR WALLS BENEATH FINISH MATERIAL WHERE ALTERATIONS OR NEW CONSTRUCTION OCCURS, TYPICAL. D. IF REPRESENTED, FURNITURE LOCATIONS SHOWN FOR REFERENCE, ONLY. COORDINATE POWER/SIGNAL REQUIREMENTS W/ TENANT AND TENANTS FURNITURE VENDOR. E. COORDINATE POWER / LOW VOLTAGE REQUIREMENTS THROUGHOUT W/ TENANT. F. SEE ID7.10 FOR ADDITIONAL DOOR AND INTERIOR GLAZING INFORMATION. G. SEE FINISH PLANS FOR ANY ADDITIONAL CONSTRUCTION INFORMATION. H. GYP, BD. TO BE LEVEL -4 FINISH, UNO. I. REFER TO APPLIANCE AND EQUIPMENT LIST ON ID3.40 FOR ADDITIONAL ELECTRICAL AND PLUMBING REQUIREMENTS. J. VERIFY RELOCATED RELITE GLAZING, DOORS, AND FRAMES PRIOR TO STUD FRAMING. NOTIFY TENANT AND FLUENT DESIGN OF ANY DISCREPANCIES. K. TEMPERED GLAZING TO BE USED IN ALL LOCATIONS AS DESIGNATED BY OSSC. 2406.4. most likely fire sprinklered keep all restrooms existing. RECPTION 102-C4 PRIVATE OFFICE CONFRENCE ROOM PRIVATE OFFICE FLOOR PLAN LEGEND /1101-C4 enclosed kitchen area kitchen aea ALIGN ow 00 0P alai KITCHEN AREA 104 sh ft door double check workstations PRIVATE • F PRIVATE OFFICE 108 PRIVATE OFFICE 10-B2 add power and data or work stations at his area for fu ure workstation. STORAGE ROOM add doors add doors EXISTING WAREHOUSE SPACE I### -X#1 NOT IN SCOPE EXISTING CONSTRUCTION TO REMAIN. NEW NON-STRUCTURAL INTERIOR PARTITION PER WALL TYPE. FULL HEIGHT GLAZING, SEE DETAILS SHEET ID7.10 DOOR TYPE TAG - TRAILING LETTER INDICATES DOOR TYPE. SEE ID7.10 FOR MORE INFORMATION. PARTITION TYPE TAG: SEE DETAILS, SHEET ID6.10 FOR MORE INFORMATION. A. FULL HEIGHT PARTITION, TO UNDERSIDE OF STRUCTURE. SEE DETAIL 1 /ID6.10 B. FULL HEIGHT PARTITION, AT 9'-6". SEE DETAIL 2/ID6.10 NOTE: ALL NEW WALLS TO BE WALL TYPE 'B' UNLESS NOTED OTHERWISE. KEYNOTES RELOCATED DOOR, DOOR HARDWARE TO MATCH NEW HARDWARE. REFER TO ID7.10 FOR ADDITIONAL INFORMATION. REVIEWED FOR CODE COMPLIANCE APPROVED JUL 13 2018 City of Tukwila BUILDING DIVISION •11• • •t• fluentdesign 1931 SE Powell Blvd. Portland, Oregon 97202 P: 503.432.8617 E: info@fluenTdeslgnpdx.com W: fluentdeslgnpdx,com FLUENT DESIGN, INC THESE DRAWINGS ARE THE PROPERTY OF FLUENT DESIGN AND ARE NOT TO BE REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRIITEN APPROVAL OF FLUENT DESIGN 1 z W W i 0 ce zi QLLIfYo Q Qz W CL REV DATE FILE RECEIVF0 CITY OF TUKWILA JUN 11:2018 PERMIT CEN IER THING 1: A. AUJERO THING 2: M. SKILES DRAWN BY: MJS JOB NO: 170730 DATE: MM.DD.YY 1D3.1O FLOOR PLAN DRAWINGS NOT TO SCALE IF SHEET DIMENSIONS ARE NOT 24" X 36" RECPTION LT` CPT -2 • oCONC LVT-1 CONFRENCE ROOM PRIVATE OFFICE PRIVATE OFFICE - (E) P_ `O ME S t `N r■ �1 PRIVATE OFFICE PRIVATE OFFICE PRIVATE OFFICE PRIVATE OFFICE STORAGE ROOM STORAGE ROOM EXISTING WAREHOUSE SPACE FINISH FLOOR PLAN 1 /8,x_1 �-0" GENERAL NOTES A. REFER TO MANUFACTURER'S RECOMMENDATIONS FOR SURFACE CONDITIONS, PROVIDE NECESSARY PREP WORK AND INSTALLATION FOR ALL FINISHES. WHERE UTILIZED, ARROWS FOR WALL MATERIAL CALL -OUTS INDICATE "START' AND "STOP" POINTS FOR THE INDICATED FINISHES. C. THE INDICATED FINISH (PER FINISH TRANSITION TAG) SHOULD RUN THE ENTIRETY OF THE SPACE. D. EQUIPMENT & FURNITURE SHOWN FOR REFERENCE ONLY. E. FINISH MATERIAL SUBCONTRACTORS ARE TO PROVIDE BIDS BASED ON MANUFACTURER -RECOMMENDED INSTALLATION INSTRUCTIONS AND CONDITIONS OF SITE AT THE TIME FINISHES WILL BE INSTALLED. INSTALLATION REQUIRING SPECIAL CONDITIONS AFFECTING CONSTRUCTION SCHEDULE, OTHER TRADES, AND BUILDING OCCUPANTS TO BE INCLUDED IN BID AND MADE AWARE TO THE GC. G. PROVIDE EPDXY PAINT AT FIXTURE WALLS IN RESTROOMS PER CODE. H. REFER TO INTERIOR ELEVATIONS AND/OR DETAILS FOR MORE FINISH INFORMATION. FINISH LEGEND NOT IN SCOPE MAT -2 MAT -1 • FINISH TRANSITION TAG CONC SEALED CONCRETE FLOOR CPT -1 CARPET TILE: INTERFACE, WORLD WOVEN, 128240AK00, 105388 NATURAL DOBBY INSTALLATION METHOD, ASHLAR KAREN GILROY: Karen.Gilroy@interface.com, 503.799.3933 CPT -2 CARPET TILE: INTERFACE, SUMMER HOUSE SHADES, 163190AK00, 105488 NATURAL INSTALLATION METHOD, ASHLAR KAREN GILROY: Karen.Gilroy@interface.com, 503.799.3933 P-1 P-2 PL -1 PL -2 LVT-1 TBD RB -1 FIELD PAINT: SHERWIN WILLIAMS, NATURAL CHOICE SW7011, SATIN/EGGSHELL AT WALLS & CEILING SEMI -GLOSS IN RESTROOMS WHERE EPDXY IS NOT NEEDED CONTACT INFO ACCENT PAINT: TBD PLASTIC LAMINATE: FORMICA, BLACK INFINITI FINISH 909 -AN PLASTIC LAMINATE: FORMICA, 180FX WIDE PLANKED WALNUT 9479 -NG RUBBER BASE: JOHNSONITE, MW -63-F, BURNT UMBER, MILLWORK WALLBASE REVEAL SS -1 SOLID SURFACE: PENTAL, BD18BD ALTEA POLISHED CONTACT: JEN KARAM, Jen@pentalonline.com, 503.445.8603 T-1 TBD T-2 MOSAIC TILE: EMSER, TIME SQUARE CUBE, SIZE: 12"X12" SQUARE SHEET GROUT THICKNESS: DICTATED BY PRODUCT GROUT COLOR: ARDEX, BRILLIANT WHITE -35 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 132018 City of Tukwila BUILDING DIVISION •11• • •t• fluentdesi n 1931 SE Powell Blvd. Portland, Oregon 97202 P: 503.432.8617 E: Info@fluentdesIgnpdx.com W: fluentdeslgnpdx.com C FLUENT DESIGN, INC THESE DRAWINGS ARE THE PROPERTY OF FLUENT DESIGN AND ARE NOT TO BE REPRODUCED IN ANY MANNER, EXCEPT WRH 7HE PRIOR WRITTEN APPROVAL OF FLUENT DESIGN 1 z w w 0 OZ C� Z W Q W OZ i Q <Iz W REV DATE FILE RECEIVED CITY OF TUKWILA JUN 1 4) 2013 ERMIT CI=NTER THING 1: A. AUJERO THING 2: M. SKILES DRAWN BY: MJS JOB NO: 170730 DATE: MM.DD.YY 1D3.20 FINISH FLOOR PLAN DRAWINGS NOT TO SCALE IF SHEET DIMENSIONS ARE NOT 24" X 36' .KJar+' ^ R, • r4� AVA POWER & DATA PLAN GENERAL NOTES A. ALL ELECTRICAL AND DATA RECEPTACLES TO BE MOUNTED AT 18" A.F.F, U.N.O. B. WALL POWER AT WET LOCATIONS TO BE EQUIPPED WITH G.F.I. C. ANY RECEPTACLES SHOWN IN "BACK TO BACK" LOCATION SHALL BE INSTALLED STAGGERED IN THE FIELD. D. COORDINATE POWER / LOW VOLTAGE REQUIREMENTS THROUGHOUT WITH TENANT. E. RECEPTACLES PROVIDED AT NON-STANDARD HEIGHTS FOR WALL MOUNT TV'S OR MONITORS TO BE INSTALLED HORIZONTALLY SIDE BY SIDE. F. WORKSTATIONS TO BE POWERED AND DATA PROVIDED FROM WHIPS AT WALLS OR COLUMNS, UNLESS NOTED OTHERWISE. G. PROVIDE ETHERNET RECEPTACLE AT ALL WALL MOUNTED TVS. H. FURNITURE AND EQUIPMENT SHOWN IS FOR REFERENCE ONLY. I. ALL T.V. HEIGHTS, T.V. RECEPTACLES, AND BACKING REQUIREMENTS TO BE COORDINATED WITH TENANT AND TENANTS VENDOR. J. PROVIDE CONVENIENCE OUTLETS THROUGHOUT AS NECESSARY. POWER PLAN LEGEND NOT IN SCOPE DUPLEX RECEPTACLE, NUMBER INDICATES HEIGHT A.F.F. DUPLEX RECEPTACLE, 20 AMP DEDICATED CIRCUIT,NUMBER INDICATES HEIGHT A.F.F. DATA RECEPTACLE. NUMBER INDICATES HEIGHT A.F.F. VERIFY WITH TENANT. POWER/DATA FLUSH FLOOR MONUMENT. COORDINATE REQUIREMENTS WITH TENANT. KEYNOTES PROVIDE (1) ETHERNET DROP AND (1) HDMI PORT TO CONNECT TO (1) T.V. PROVIDE 1-1/2' THICK CONDUIT FROM FLOOR BOX TO STUB UP O2 WALL MOUNTED T.V. SCREENS. COORDINATE EXACT SPECIFICATION WITH TENANT AND TENANTS A.V. VENDOR. O3 PROVDIE FIRE RATED PLYWOOD FOR IT/TELCO EQUIPMENT, PAINT TO MATCH WALL. COORDINATE SIZE AND LOCATION WITH TENANT. JUN 1.6 26;g, REVIEWED FOR CODE COMPLIANCE APPROVED JUL 132018 City of Tukwila BUILDING DIVISION • 11• 411 • t• • fluentdesign 1931 SE Powell Blvd. Portland, Oregon 97202 P: 503.432.8617 E: Info@ fluenfdesignpdx.com W: fluenfdesignpdx.com © FLUENT DESIGN, INC THESE DRAWINGS ARE THE PROPERTY OF FLUENT DESIGN AND ARE NOT TO BE REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN APPROVAL OF FLUENT DESIGN REV DATE FILE PECEIVFn CITY OF TUKWILA JUN 1 2010 PERllilli CEN TER THING 1: A. AUJERO THING 2: M. SKILES DRAWN BY: MJS JOB NO: 170730 DATE: MM.DD:YY 1D3.30 POWER & DATA PLAN ENLARGED RESTROOM PLAN L L .11;14 18 no ENLARGED KITCHEN PLAN L GENERAL NOTES A. PROVIDE BLOCKING & BACKING FOR ALL WALL MOUNT FIXTURES & ACCESSORIES. B. RESTROOM ACCESSORIES MAY BE SUBMITTED/PROVIDED BY SINGLE MANUFACTURER. SUBMITTALS MUST BE COMPARABLE TO ITEMS SPECIFIED IN THESE CONTRACT DOCUMENTS. C. COORDINATE ADDITIONAL ACCESSORIES (PAPER TOWEL DISPENSERS, SOAP DISPENSERS, ETC.) WITH TENANTS VENDOR AND THEIR LOCATIONS WITH DESIGNER. D. PROVIDE POWER, AS NEEDED, FOR ANY HARD -WIRED RESTROOM FIXTURES. APPLIANCE/FIXTURE/EQUIPMENT SCHEDULE X APPLIANCE & EQUIPMENT TAG. PROVIDE ALL NECESSARY ELECTRICAL AND PLUMBING BASED ON EQUIPMENT REQUIREMENTS. COORDINATE REQUIREMENTS AND FINAL LOCATION W/ TENANT. REFER TO DESIGN BUILD DRAWINGS FOR MORE INFORMATION. GC TO PROVIDE, U.N.O. A. REFRIGERATOR: LG, FRENCH DOOR REFRIGERATOR, LFXS28566M, MATTE BLACK STAINLESS STEEL PROVIDE SEPARATE CIRCUIT PROVIDE 1/4" LINE AS REQUIRED FOR ICE MAKER OR WATER DISPENSER SINGLE BOWL SINK: KRAUS, 31" UNDERMOUNT SINGLE BOWL, KGU-413B, BLACK ONYX C. FAUCET: SINGLE LEVER COMMERCIAL STYLE PULL DOWN, KRAUS, KPF - 1610, FINISH MATTE BLACK. D. DISHWASHER: LG, LDP6797BM, MATTE BLACK STAINLESS STEEL E. LAVATORY: SINGLE BASIN UNDERMOUNT SINK, KOHLER, VERTICYL RECTANGLE K-2882, FINISH, 58 THUNDER GREY F. FAUCET: HANSGROHE, METRIS S ELECTRON FAUCET WITH PRESET TEMPERATURE CONTROL, FINISH CONTROL, 31101001 G. FLOOR MOUNT TOILET: AMERICAN STANDARD, CADET PRO, RIGHT HEIGHT ELONGATED TOILET. 3517A1.101, COLOR WHITE, INCLUDE SEAT 5321.110 PROVIDE ACCESSIBLE HEIGHT AT LOCATION(S) WHERE REQUIRED H. ADA GRAB BARS: BOBRICK,1-1/2" 032 GRAB BAR SERIES WITH SNAP-ON FLANGE COVERS. I: URINAL: AMERICAN STANDARD, DECORUM URINAL SYSTEM WITH MANUAL FLUSH VALVE, 6042453, WHITE 020. J. AUTOMATIC SOAP DISPENSER: TOTO, TES100AA, POLISHED CHROME K. RECESSED TOILET SEAT COVER DISPENSER: BOBRICK, B-3013, CENTER OVER TOILETS. L RECESSED PAPER TOWEL DISPENSER AND WASTE RECEPTACLE: BOBRICK, B-36903 M. SURFACE MOUNT TOILET TISSUE DISPENSER: BOBRICK, B-4288 N. MICROWAVE: TBD KEYNOTES 'tS: • rte•." J(J 4 no, 8x8 PLUMBING CHASE TO REMAIN. EXISTING COLUMN. REVIEWED FOR CODE COMPLIANCE APPROVED JUL 132018 City of Tukwila BUILDING DIVISION 11000 00411 • fluentdesign 1931 SE Powel Blvd. Portland, Oregon 97202 P: 503.432.8617 E: Info®fluenldesIgnpdx.com W: fluentdesIgnpdx.com FLUENT DESIGN, INC THESE DRAWINGS ARE THE PROPERTY OF FLUENT DESIGN AND ARE NOT TO BE REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN APPROVAL OF FLUENT DESIGN REV DATE FILE c RECEIVED ITV OF TUKWILA JUN 142018 PERMIT CENTER THING 1: A. AUJERO THING 2: M. SKILES DRAWN BY: MJS JOB NO: 170730 DATE: MM.DD.YY 1D3.40 ENLARGED FLOOR PLANS DRAWINGS NOT TO SCALE IF SHEET DIMENSIONS ARE NOT 24" X 36" i 1 REFLECTED CEILING PLAN 1/8"=1'-0" 1 GENERAL NOTES A. ALL DIMENSIONS TO FACE OF FINISH, U.O.N. B. REFER TO ID6.10 FOR SUSPENDED CEILING DETAILS. C. PROVIDE 4' BATT INSULATION ON TOP OF ACT EITHER SIDE OF STANDARD PARTITION AT OFFICES & CONFERENCE ROOMS. D. REFER TO M.E.P. DRAWINGS FOR ALL ELECTRICAL & HVAC LOCATIONS. LIGHTING IS SHOWN FOR REFERENCE ONLY. E ALL FIXTURES IC -RATED, WHERE INSULATION REQUIRES. UNLESS REQUIRED BY PREVAILING CODE TO MAINTAIN ONE HOUR RATING OR NOTED OTHERWISE. F. RECESSED FIXTURES TO BE LENSED WHERE REQUIRED BY PREVAILING CODE. G. CENTER VANITY FIXTURES OVER LAVATORY, UNLESS NOTED OTHERWISE. H. PRIOR TO ORDERING OR INSTALLING, ALL EXITING SIGNAGE LOCATIONS AND QUANTITIES APPROVED BY LOCAL FIRE MARSHALL, VERIFY WITH FLUENT DESIGN. I. CENTER RECESSED CANS IN SPACE OR IN CEILING TILE, U.N.O. J. PROVIDE MINIMUM EGRESS LIGHTING & SIGNS AS REQUIRED BY CODE. SEE LIFE SAFETY PLAN. K. DESIGN -BUILD MECHANICAL ENGINEER TO COORDINATE WITH G.C. LOCATION OF SUPPLY DIFFUSERS AND CABLE -MOUNTED LIGHT FIXTURES TO PREVENT LIGHT FIXTURE SWAY. L. CONTRACTOR TO PROVIDE ALL POWER FEEDS, END CAPS, END HARDWARE AND ALL OTHER COMPONENTS TO MAKE A FULLY FUNCTIONING LIGHTING SYSTEM. REFLECTED CEILING PLAN LEGEND ©A -ELt 1 NOT IN SCOPE CEILING OPEN TO EXISTING STRUCTURE NEW 24X48 SUSPENDED CEILING TILES IN NEW GRID @ 9'-0" A.F.F. ARMSTRONG DUNE. 15/16" SQUARE LAY -IN. 9/16n SQUARE TEGULAR. SEE ID6.10 FOR MORE INFORMATION. EXISTING GYP BD CEILING NEW, GYP BD CEILING @ 9'-0" A.F.F. SEE ID6.10 FOR MORE INFORMATION. 4" RECESSED LED DECORATIVE LIGHT FIXTURE - TECH LIGHTING, CLEO PENDANT, 700 -TD -CLOP -M -W -R-B-L ED830 SUSPENDED LINEAR.- PHILLIPS, TRUGROOVE SUSPENDED, 2906 -L -C -C -Q -Q-08-= 1 -E -B DECORATIVE SCONCE - SONNEMAN, FOLDS SCONCE, 2711.72 -WL. CENTER HORIZONTALLY ON MIRROR. Jti3 18 ZW KEYNOTES 1O EXISTING SKYLIGHTS TO REMAIN. O2 CENTER LIGHT FIXTURE IN SPACE, UNLESS NOTED OTHERWISE. REVIEWED FOR CODE COMPLIANCE APPROVED JUL 13 2018 • City of Tukwila BUILDING DIVISION •11• • •t• • fluentdesign 1931 SE Powell Blvd. Portland, Oregon 97202 P: 503.432.8617 E:Into@fluentdesIgnpdx.com W: fluentdeslgnpdx.com 4) FLUENT DESIGN, INC THESE DRAWINGS ARE THE PROPERTY OF FLUENT DESIGN AND ARE NOT TO BE REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN APPROVAL OF FLUENT DESIGN z w w 0 a. C� REV DATE FILE 4�EL) CITY OF TUKWILA JUN 142018 PERMIT CENTER THING 1: A. AUJERO THING 2: M. SKILES DRAWN BY: MJS JOB NO: 170730 DATE: MM.DD.YY 1D4. 10 REFLECTED CEILING PLAN DRAWINGS NOT TO SCALE IF SHEET DIMENSIONS ARE NOT 24" X 36" L_i I L_ 7 L IJ C ADA RESTROOM ELEVATION P-1 T-1 2 P-1 WRAP TILE ON ALL SIDES AT EXISTING COLUMN T-1 1 JUN 18 2Qig 3 P-1 T-1 4 P-1 T-1 3/8"=1'-0" C 4 0 c N 6 EQ COPY STORAGE ELEVATION PL -2 SS- 1 PL -1 RB -1 4 b M CV N 0 L 1 1 7 ! 1 T -I v_ ,—t z -L '•,_�n ' , i •Com, �r� I [ ` z r� r I TAT Z i �� _ :—T C LLL L �7� L l r I_I_ , _ -LEL' L) 11 CCT' i I ; I I 1 -1 -1 2 P-1 WRAP TILE ON ALL SIDES AT EXISTING COLUMN T-1 1 JUN 18 2Qig 3 P-1 T-1 4 P-1 T-1 3/8"=1'-0" C 4 0 c N 6 EQ COPY STORAGE ELEVATION PL -2 SS- 1 PL -1 RB -1 4 b M CV N 0 36" CLR I ie 24" CLR KITCHEN CASEWORK ELEVATION 3/8"=1 '-a. 5 EQ • 6'-9" 33" CLR Jif« 18 2tii PL -2 P-1 8X8 PLUMBING CHASE T-2 SS -1 PL -1 RB -1 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 13 L018 City of Tukwila BUILDING DIVISION •11• • •t• • fluentdesign 1931 SE Powell Blvd. Portland, Oregon 97202 P: 503.432.8617 E: Info®fluenidesignpdx.com W: fluentdesignpdx.com © FLUENT DESIGN, INC THESE DRAWINGS ARE THE PROPERTY OF FLUENT DESIGN AND ARE NOT TO BE REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN APPROVAL OF FLUENT DESIGN 1 z W W i 0 a_ z z w 1 Z i� Liu >-0 oe z LLI CL W 0 >- 0 z 'o �o 1- coe o' REV DATE FILE C RECEIVED Pi OF TUKWIl �4 2018 PERMIT CENTER THING 1: A. AUJERO THING 2: M. SKILES DRAWN BY: MJS JOB NO: 170730 DATE: MM.DD.YY 15.10 INTERIOR ELEVATIONS v_ ,—t z -L '•,_�n ' , i •Com, �r� I [ ` z r� r I TAT Z i �� _ :—T C LLL L �7� L l r I_I_ , _ -LEL' L) 11 CCT' i I EN ' ' IyIZ TrLILI _�T�I L i 1 r S L� L M 1 I TLrI 4u i �,TrI� T1 't r I T i STT' i 1 f- r T I -I -I -I :'S � � I L L 1 IJ i l �, l� T ri r-_ Z 1 ' -r i-,-' 1-I ' i � LZ�I C C LT 1 1I 1/ --- rL1-1 , I : i I / 36" CLR I ie 24" CLR KITCHEN CASEWORK ELEVATION 3/8"=1 '-a. 5 EQ • 6'-9" 33" CLR Jif« 18 2tii PL -2 P-1 8X8 PLUMBING CHASE T-2 SS -1 PL -1 RB -1 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 13 L018 City of Tukwila BUILDING DIVISION •11• • •t• • fluentdesign 1931 SE Powell Blvd. Portland, Oregon 97202 P: 503.432.8617 E: Info®fluenidesignpdx.com W: fluentdesignpdx.com © FLUENT DESIGN, INC THESE DRAWINGS ARE THE PROPERTY OF FLUENT DESIGN AND ARE NOT TO BE REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN APPROVAL OF FLUENT DESIGN 1 z W W i 0 a_ z z w 1 Z i� Liu >-0 oe z LLI CL W 0 >- 0 z 'o �o 1- coe o' REV DATE FILE C RECEIVED Pi OF TUKWIl �4 2018 PERMIT CENTER THING 1: A. AUJERO THING 2: M. SKILES DRAWN BY: MJS JOB NO: 170730 DATE: MM.DD.YY 15.10 INTERIOR ELEVATIONS DRAWINGS NOT TO SCALE IF SHEET DIMENSIONS ARE NOT 24" X 36" SEE ELEVATIONS Jt114 18 NO 13 WALL PER FLOOR PLAN FASTEN CABINET(S) TO WALL, TYP. PROVIDE BACKING AS REQ'D. WHITE MELAMINE INTERIOR, TYP. FINGER PULL BACKSPLASH MATERIAL, PER ELEVATIONS SOLID SURFACE COUNTER, SEE ELEVATIONS. MITER CORNERS, TYP. FINGER PULL, TYP. 4" WIRE PULL, TYP. P -LAM BASE, SEE ELEVATIONS. UPPER AND LOWER CABINET, TYP. 1"=1'-0" SEE ELEVATIONS SEE ELEVATIONS 11 WALL PER FLOOR PLAN FASTEN CABINET(S) TO WALL, TYP. PROVIDE BACKING AS REQ'D. WHITE MELAMINE INTERIOR, TYP. FINGER PULL BACKSPLASH MATERIAL, PER ELEVATIONS. SOLID SURFACE COUNTER, SEE ELEVATIONS. MITER CORNERS, TYP. FINGER PULL 4" WIRE PULL 3/4" ADJ. MELAMINE SHELF. PROVIDE 1" SHELF IF OVER 36" IN WIDTH, TYP. P -LAM BASE, SEE ELEVATIONS. UPPER AND LOWER CABINET, TYP. 1 n=1 '—c 45° OR LESS . I�I45° OR LESS VOI 45° OR LESS Z44 45° OR LESS NOT SHOWN ARE #12 VERTICAL WIRES @ 4'-0" O.C. MAX. EACH WAY (8" MAX. FROM WALLS). ALSO NOT SHOWN ARE #12 WIRES @ EACH CORNER OF LIGHT FIXTURES 171 'O O_ 0 W LLI V) JrJIk ll�l ��� 't_2.,. GYP BD HEADER UNDERSIDE OF STRUCTURE CONTINUE GYP BD AT INSTANCES WHERE SUSPENDED CEILING DOESN'T OCCUR DIAGONAL BRACING AT 48" O.C. 2" X 22 GA. CONTINUOUS METAL STRAPS 5/8" TYPE 'X' GYP BD ON METAL STUDS CORNER BEAD, TYP. (J (3J 1-1/2"=V-0" TJj 10" MIN. %\\ ALUMINUM 'C' TRIM PIECE WITH 1" RETURNS, MATCH FINISH OF EXISTING GLAZING SYSTEM, TYP. PARTITION PER PLANS, TYP. SOUND BATT INSULATION PER PARTITION TYPE, TYP. NEOPRENE GASKET, TYP. EXISTING GLAZING SYSTEM, TYP. WALL TO MULLION CONNECTIONS INSTALL PER NORTHWEST WALL AND CEILING BUREAU TECH BULLETIN 401 USE PIN TO ATTACH COMPRESSION STRUT TO UNDERSIDE OF STRUCTURE. CLIP & #12 VERTICAL WIRE MAY BE USED. 3/4" HEAVY TUBE COMPRESSION STRUT @ 12'-0" O.C. MAX. EA. WAY (6-0" MAX. FROM WALLS) AS PER (ASCE 7-02 SECTION 9.6.2.6) CEILING STRUTS ELECTRICAL METALLIC TUBING 1/2" 3/4" 1" 11/4" 1 1/2" TO 2'-8" TO 4'-4" TO 6-7" TO 10-5" TO 12'-11" CROSS RUNNER #12 GA. SPLAY WIRES, IN PLANE WITH EACH RUNNER, TO UNDERSIDE OF CONCRETE DECK W/ 200 LBS. -RATED ANCHOR (OCCURS @ EACH COMPRESSION STRUT, 12'-0" O.C. MAX. EACH DIRECTION, 6'-0" MAX. FROM WALLS) MAIN BEAM; ALL MAIN BEAMS TO BE HEAVY DUTY (HD) ACT - SUSPENDED CEILING BRACING 1-1/2''=V-0" 2 MW. 3/16" STEEL PLATE 7 SEE RCP GYP BD SOFFIT 1-1/2'=1'-0" STEEL TUBE, TYP. FINISH MATERIAL, TYP. METAL STUD, TYP. 0_ 0 LY W Lu V) UNDERSIDE OF STRUCTURE DIAGONAL BRACING AT 48" O.C., TYP. 5/8"TYPE 'X' GYP BD ON METAL STUDS CORNER BEAD, TYP. 3/4" GPY BD REVEAL, PAINT TO MATCH SOFFIT 4'-0" O.C., MAX. 2 -1/2"X2 -1/2"X3/16" STEEL TUBE POST 1., 3,, 2 4 / //. PLAN ISOMETRIC (4) 1/2" 0 BOLT ANCHORS W/ 2-1/2" MIN. EMBED PARTIAL HEIGHT WALL - SUPPORT ATTACHED WALL MOLDING REQUIREMENTS 2 MIN. UNATTACHED WALL MOLDING REQUIREMENTS JUR 2Firi SPREADER BAR OR OTHER SUITABLE SYSTEM REQUIRED TO KEEP PERIMETER COMPONENTS FROM SPREADING APART N.T.S. 0 CV 7-9 BASE CABINET W/ ADA SINK WALL PER FLOOR PLAN PLASTIC LAMINATE BACKSPLASH. SEE ELEVATION. PLASTIC LAMINATE COUNTER, SEE ELEVATIONS. MITER CORNERS, TYP. PRE -FABRICATED SINK PER SPECIFICATIONS. FASTEN CABINET TO WALL (PROVIDE BACKING AS REQ). INSULATE EXPOSED DRAIN PIPE AND WATER SUPPLY. MELAMINE AT ALL INTERIOR SURFACES, TYP. KNEE SPACE PER ADA REQUIREMENTS. INTEGRAL TOE -KICK ATTACHED TO CABINET DOOR. FLOOR FINISH (WHERE OCCURS) TO CONTINUE WITHIN CABINET. 1n=1 -0" NOT SHOWN ARE #8 VERTICAL WIRES @ 4'-0" O.C. MAX. EACH WAY (8" MAX. FROM WALLS). ALSO NOT SHOWN ARE #8 WIRES @ EACH CORNER OF LIGHT FIXTURES USE PIN TO ATTACH COMPRESSION STRUT TO UNDERSIDE OF STRUCTURE (COMPRESSION STRUT WITH SPRING CLIP & #8 VERTICAL WIRE MAY BE USED) 3/4" HEAVY TUBE COMPRESSION STRUT @ 12'-0" O.C. MAX. EACH WAY (4'-0" MAX. FROM WALLS) AS PER C.B.C. (1998) CEILING STRUTS ELECTRICAL METALLIC TUBING 1/2" TO 2'-8" 3/4"- 1" 1 1/4" 11/2" TO 4'-4" TO 6'-7" TO 10'-5" TO 12'-11" 2" TO 18'-4" #8 GA. SPLAY WIRES, IN PLANE WITH EACH RUNNER, TO UNDERSIDE OF STRUCTURE (OCCURS @ EACH COMPRESSION STRUT, 12'-0 O.C. MAX. EACH DIRECTION, 4'-0" MAX. FROM WALLS) W.R. 5/8" GYP. BD. MAIN RUNNER CROSS RUNNER GYP BD SUSPENDED CEILING BRACING N.T.S N.T.S N.T.S. BOTTOM OF STRUCTURE 25 GAUGE METAL STUD BRACE AT 6'-0O.C. ATTACH TO TOP TRACK WITH (2) #8 SMS. ALTERNATE: HORIZONTAL BRACE TO ADJACENT WALL CEILING WHERE EXISTS, TYP. GYP BD PER WALL ASSEMBLY TYPE SECURE BOTTOM TRACK TO FLOOR W/ ANCHORS AT Z-0" O.C., MIN., AND AT CORNERS AND ENDS CONTINUOUS SLOTTED LONG LEG TRACK SYSTEM SECURED TO METAL BRACE INSULATION AS REQ'D 25 GAUGE 3-5/8" METAL STUDS AT 16" O.C. EXISTING SUB -FLOOR 2 'X' -_ FLOOR TO ABOVE CEILING PARTITION • BOO�O-ADN RC APPROVED JUL 132018 E City of Tukwila BUILDING DIVISION CEILING WHERE EXISTS, TYP. GYP BD PER WALL ASSEMBLY TYPE SECURE BOTTOM TRACK TO FLOOR W/ ANCHORS AT 2'-0" O.C., MIN., AND AT CORNERS AND ENDS 'X' FLOOR TO DECK PARTITION CONTINUOUS SLOTTED LONG LEG TRACK SYSTEM SECURED TO STRUCTURE INSULATION AS REQ'D 25 GAUGE 3-5/8" METAL STUDS AT 16" O.C. EXISTING SUB -FLOOR fluentdesign 1931 SE Powell Blvd. Portland, Oregon 97202 7: 503.432.8617 E: Into®tluentdesIgnpdx.eom W: tluenideslgnpdxeom C FLUENT DESIGN, INC THESE DRAWINGS ARE THE PROPERTY OF FLUENT DESIGN AND ARE NOT TO BE REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN APPROVAL OF FLUENT DESIGN > COO 6-2 073 O os >-< 1— O J z- §- so1• — REV DATE FILE RECEIVE[) CITY OF I UKWILA JUN 1 2018 P RMIT CENTER THING 1: A. AUJERO THING 2: M. SKILES DRAWN BY: MJS JOB NO: 170730 DATE: MM.DD.YY 1D6.1Q INTERIOR DETAILS DRAWINGS NOT TO SCALE IF SHEET DIMENSIONS ARE NOT 24" X 36" HARDWARE GROUPS 1. SINGLE ENTRY SET: PASSAGE LEVER LATCHSET. FINISH: MATTE BLACK DOOR STOP: DOME STYLE; MATTE BLACK. NOTES: 2. SINGLE ENTRY SET: OFFICE LEVER LOCKSET. FINISH: MATTE BLACK. DOOR STOP: DOME STYLE; MATTE BLACK. NOTES: 3. SINGLE ENTRY SET: PASSAGE LEVER LATCHSET w/ OCCUPANCY INDICATOR. FINISH: BRUSHED STAINLESS. DOOR STOP: DOME STYLE; MATTE BLACK. NOTES: OCCUPANCY INDICATOR TO HAVE LATCH BOLT. 4. SINGLE ENTRYGLASS SET: 4'-0" LADDER PULL, EACH SIDE. FINISH: MATTE BLACK. DOOR STOP: IF NEEDED: DOME STYLE; MATTE BLACK. PATCH PANELS: MATTE BLACK. NOTES: PROVIDE PIVOT HARDWARE, 90 DEGREES ONLY. DOOR TYPES A. SLIDING GLASS DOOR - FLEXIBLE TRACK SYSTEM DOOR: SOLO PANEL SLIDING GLASS DOOR DOOR FINISH: CLEAR GLASS FRAME FINISH: BLACK TRACK: RAMPED BOTTOM TRACK NOTES: MANUFACTURERS SLIDING GLASS DOOR COMPANY OR SIM B. BUILDING STANDARD - DOOR FRAME: SOLID CORE SINGLE RECESSED PANEL; SPECIES PINE DOOR FINISH: STAINED; STAIN TBD FRAME: ALUMINUM KNOW DOWN FRAME FRAME FINISH: BLACK D. FRAMELESS GLASS DOOR DOOR: GLASS. DOOR FINISH: CLEAR. FRAME: N/A. FRAME FINISH: N/A. RATING: NR. L DOOR NOTES A. VERIFY HARDWARE REQUIREMENTS WITH TENANT. B. LOCKS AND LATCHES - SECTION 1008.1.9.3 LOCKS AND LATCHES SHALL BE PERMITTED TO PREVENT OPERATION OF DOORS WHERE THE FOLLOWING EXISTS: IN BUILDINGS IN OCCUPANCY GROUP B, THE MAIN EXTERIDR DOOR OR DOORS ARE PERMITTED TO BE EQUIPPED WITH KEY -OPERATED LOCKING DEVICES FROM THE EGRESS SIDE PROVIDED: 1) THE LOCKING DEVICE IS READILY DISTINGUISHABLE AS LOCKED 2) A READILY VISIBLE DURABLE SIGN IS POSTED ON THE EGRESS SIDE ON OR ADJACENT TO THE DOOR STATING: "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED". THE SIGN SHALL BE IN LETTERS 1" HIGH ON A CONTRASTING BACKGROUND. C. DOORS SERVING A GROUP 'A' OCCUPANCY AND DOORS SERVING ROOMS OR SPACES WITH AN OCCUPANT LOAD OF 50 OR MORE IN A GROUP 'A' OR 'E' OCCUPANCY SHALL NOT BE PROVIDED WITH A LATCH OR LOCK UNLESS IT IS PANIC HARDWARE OR FIRE EXIT HARDWARE . (SECTION 1008.1.10) 7-10 .� . itiN 1U 2f rn TYPICAL DOOR POSITION, UNO 1 /4"=1'-0" FRAMELESS GLASS - SILL METAL STUDS, TYP. ALUMINUM GLAZING CHANNEL W/ GASKET ±1/8" BUTT JOINT W/ TOOLED CRYSTAL CLEAR SEALANT CLEAR, TEMPERED GLASS CORNER BEAD, TYP. PARTITION PER PLAN 3"=1'-0" CLEAR, TEMPERED, BUTT JOINT GLASS, UNO PREFINISHED METAL KNOCKDOWN FRAME PREFINISHED METAL KNOCKDOWN FRAME TRIM, BOTH SIDES ±1/4" GAP; 5/8" MAX. LINE OF SLAB OR DECK FIRE TREATED WOOD BLOCKING; PAINT BOTH SIDES BLACK. SIDELITE - KD SILL @ FLOOR w/ METAL TRIM 3"=1'-0" SEE PLANS 3'-0" 1 DOOR TYPES C 1 /4"=1'-0" PARTITION PER PLAN ADDITIONAL METAL TRACK AND METAL STUD WHERE REQUIRED FOR OPENINGS UP TO 48" PREFINISHED METAL KNOCKDOWN FRAME TRIM, BOTH SIDES PREFINISHED METAL KNOCKDOWN DOOR FRAME METAL TRACK DOOR 7) DOOR - INTERIOR KD HEAD w/ METAL TRIM 3"=1'-0" III 1II 1 i11! 1!II1 I (6 FRAMELESS GLASS - SILL 3"=1'-0" CLEAR, TEMPERED, BUTT JOINT GLASS, UNO GASKET ALUMINUM GLAZING CHANNEL WITH NEOPRENE SETTING BLOCK ANCHORED TO FLOOR FLOOR FINISH PER PLAN TOP OF DECK OR SLAB PARTITION PER PLAN ADDITIONAL METAL TRACK AND METAL STUD WHERE REQUIRED FOR OPENINGS UP TO 48" PREFINISHED METAL KNOCKDOWN FRAME TRIM, BOTH SIDES PREFINISHED METAL KNOCKDOWN FRAME METAL TRACK CLEAR, TEMPERED GLASS C53 SIDELITE - KD HEAD w/ METAL TRIM 3"=1'-0' Jti;i 1.8 2E ij PREFINISHED METAL KNOCKDOWN FRAME TRIM, BOTH SIDES PREFINISHED METAL KNOCKDOWN DOOR FRAME OPEN WEB OF STUD TO FACE FRAME AT STRIKE SIDE DOOR PARTITION PER PLAN DOOR - INTERIOR KD JAMB w/ METAL TRIM 3"=1'-0" FRAMELESS GLASS - HEAD DIAGONAL BRACING AT 48" O.C. SECURED TO STRUCTURE CONTINUE GYP BD AT INSTANCES WHERE SUSPENDED CEILING DOESN'T OCCUR 2" X 22 GA. CONTINUOUS METAL STRAPS CONTINUOUS METAL HEADER BLOCKING, AS NEEDED CEILING AS SCHEDULED, SEE RCP RECESSED ALUMINUM HEAD CHANNEL, FLUSH WITH GYP BD CLEAR, TEMPERED BUTT JOINT GLASS, UNO 3"=1'-0" PREFINISHED METAL KNOCKDOWN FRAME TRIM, BOTH SIDES •11• 111 •t• • fluentdesign W31 SE Powell Blvd. Porilond, Oregon 97202 P: 503.432.8617 E: Inf o®fluentdeslgnpdx.com W: fiuentdesIgnpdx.com FLUENT DESIGN, INC THESE DRAWINGS ARE THE PROPERTY OF FLUENT DESIGN AND ARE NOT TO BE REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN APPROVAL OF FLUENT DESIGN MPROVEMENT z C.D z� Qo UJ >"" ae �Q Qz Sie w CL LLI > COCO co a, >-Q J '0I— REVIEWED FOR ODE COMPLIANCE APPROVED JUL 132013 City of Tukwila ILDING DIVISION REV DATE FILE PREFINISHED METAL KNOCKDOWN FRAME JUN 1 4 2018 PERMIT CENTER METAL STUDS, TYP. CLEAR, TEMPERED GLASS PARTITION PER PLAN SIDELITE- KD JAMB w/METAL TRIM THING 1: A. AUJERO DRAWN BY: MJS 3"=1'-0" 1D7.1 G DOOR TYPE & DETAILS