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HomeMy WebLinkAboutPermit D16-0012 - TRITON - PARTITIONS, CORRIDOR DOORSTRITON 530 INDUSTRY DR D16-0012 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 0223400010 530 INDUSTRY DR Project Name: TRITON DEVELOPMENT PERMIT Permit Number: Issue Date: Permit Expires On: D16-0012 3/11/2016 9/7/2016 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: NCWP ANDOVER EXECUTIVE PARK 810 NW MARSHALLS ST #300 , PORTLAND, WA, 97209 JULIE GLENN 1326 FIFTH AVE SUITE 400 , SEATTLE, WA, 98101 ELLSWORTH BUILDERS, INC. 8425 219TH ST SE #100, WOODINVILLE, WA, 98072-8084 ELLSWB1099CF Lender: Name: TRITON Address: 530 INDUSTRY DR , TUKWILA, WA, 98188 Phone: (206) 342-0116 Phone: Expiration Date: 2/14/2018 DESCRIPTION OF WORK: NON-STRUCTURAL INTERIOR TENANT IMPROVEMENT. WORK INCLUDES NEW PARTITIONS, 1 HOUR CORRIDOR, DOORS, FRAMES, SIDELIGHTS AND FINISHES REVISION #1 - RELOCATE SHEAR WALL Project Valuation: $209,000.00 Type of Fire Protection: Sprinklers: Fire Alarm: YES Type of Construction: VB Electrical Service Provided by: TUKWILA FIRE SERVICE Fees Collected: $4,215.78 Occupancy per IBC: F-1 Water District: TUKWILA Sewer District: TUKWILA SEWER SERVICE 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: 2012 2012 2012 2012 2012 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 2012 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 No Permit Center Authorized Signature: Date: 'Ss -` (I th I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Print Name: : ,e i !/J r 'l4 /el -- Date: 5//0/74. This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 4: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 5: 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) 1: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand- held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand-held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 2: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 3: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 7.2, 7.3) 6: Maintain fire extinguisher coverage throughout. 7: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 8: 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) 9: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 10: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.9.1) 11: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 12: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.6) 13: Aisles and aisle access ways serving as a portion of the exit access in the means of egress system shall comply with the requirements of this section. Aisles or aisle access ways shall be provided from all occupied portions of the exit access which contain seats, tables, furnishings, displays and similar fixtures or equipment. The required width of aisles shall be unobstructed. (IFC 1017.1) 14: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on-site generator. (IFC 1011.6.3) 15: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot-candle (11 lux) and a minimum at any point of 0.1 foot-candle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot-candle (6 lux) average and a minimum at any point of 0.06 foot-candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to -minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1006.3.1) 17: 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. 18: Maintain square foot coverage of detectors per manufacturer's specifications in all areas including: closets, elevator shafts, top of stairwells, etc. (NFPA 72-17.5.3.1) 20: 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. 21: Maintain fire alarm system audible/visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible/visual notification devices. (City Ordinance #2437) 19: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2437) (IFC 901.2) 22: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 23: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 24: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.9 of the International Building Code. 25: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 16: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 26: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 27: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 28: ***BUILDING PERMIT CONDITIONS*** 29: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 30: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 31: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. ASCE 7, Chapter 13. 32: Partition walls shall not be tied to a suspended ceiling grid. All partitions greater than 6 feet in height shall be laterially braced to the building structure. Such bracing shall be independent of any ceiling splay bracing. 33: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 34: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 35: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 36: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 37: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 38: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 39: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 40: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 41: Preparation before concrete placement: Water shall be removed from place of deposit before concrete is placed unless a tremie is to be used or unless otherwise permitted by the building official. All debris and ice shall be removed from spaces to be occupied by concrete. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0301 CONCRETE SLAB 0611 EMERGENCY LIGHTING 1400 FIRE FINAL 0201 FOOTING 0409 FRAMING 0606 GLAZING 0502 LATH & GYPSUM 0406 SUSPENDED CEILING 0413 WALL SHEATHING/SHEAR Parcel No: Address: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 0223400010 Permit Number: 530 INDUSTRY DR Issue Date: Permit Expires On: Project Name: TRITON D16-0012 3/11/2016 9/7/2016 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: NCWP ANDOVER EXECUTIVE PARK 810 NW MARSHALLS ST #300 , PORTLAND, WA, 97209 JULIE GLENN 1326 FIFTH AVE SUITE 400 , SEATTLE, WA, 98101 ELLSWORTH BUILDERS, INC. 8425 219TH ST SE #100, WOODINVILLE, WA, 98072-8084 ELLSWB1099CF Lender: Name: TRITON Address: 530 INDUSTRY DR, TUKWILA, WA, 98188 Phone: (206) 342-0116 Phone: Expiration Date: 2/14/2018 DESCRIPTION OF WORK: NON-STRUCTURAL INTERIOR TENANT IMPROVEMENT. WORK INCLUDES NEW PARTITIONS, 1 HOUR CORRIDOR, DOORS, FRAMES, SIDELIGHTS AND FINISHES Project Valuation: $209,000.00 Type of Fire Protection: Sprinklers: Fire Alarm: YES Type of Construction: VB Electrical Service Provided by: TUKWILA FIRE SERVICE Fees Collected: $4,149.28 Occupancy per IBC: F-1 Water District: TUKWILA Sewer District: TUKWILA SEWER SERVICE 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: 2012 2012 2012 2012 2012 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 2012 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 No Permit Center Authorized Signature: Date: 0344 I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signatur Print Name: Y2_(A-{'l 114 CCOt C Date::, ft 1/6 This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 4: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 5: 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) 1: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand- held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand-held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 2: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 3: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 7.2, 7.3) 6: Maintain fire extinguisher coverage throughout. 7: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 8: 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) 9: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 10: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.9.1) 11: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 12: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.6) 13: Aisles and aisle access ways serving as a portion of the exit access in the means of egress system shall comply with the requirements of this section. Aisles or aisle access ways shall be provided from all occupied portions of the exit access which contain seats, tables, furnishings, displays and similar fixtures or equipment. The required width of aisles shall be unobstructed. (IFC 1017.1) 14: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on-site generator. (IFC 1011.6.3) 15: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot-candle (11 lux) and a minimum at any point of 0.1 foot-candle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot-candle (6 lux) average and a minimum at any point of 0.06 foot-candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to -minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1006.3.1) 17: 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. 18: Maintain square foot coverage of detectors per manufacturer's specifications in all areas including: closets, elevator shafts, top of stairwells, etc. (NFPA 72-17.5.3.1) 20: 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. 21: Maintain fire alarm system audible/visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible/visual notification devices. (City Ordinance #2437) 19: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2437) (IFC 901.2) 22: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 23: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 24: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.9 of the International Building Code. 25: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 16: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 26: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 27: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 28: ***BUILDING PERMIT CONDITIONS*** 29: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 30: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 31: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. ASCE 7, Chapter 13. 32: Partition walls shall not be tied to a suspended ceiling grid. All partitions greater than 6 feet in height shall be laterially braced to the building structure. Such bracing shall be independent of any ceiling splay bracing. 33: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 34: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 35: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 36: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 37: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 38: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 39: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0611 EMERGENCY LIGHTING 1400 FIRE FINAL 0409 FRAMING 0606 GLAZING 0502 LATH & GYPSUM 0406 SUSPENDED CEILING .a CITY OF TUKWi_ _ Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. ksIto— 00 I Project No. 11 -1 -sq (o Date Application Accepted: 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 King Co Assessor's Tax No.: 022 e4O - 001 Site Address: 6770 t01 -''.I pp ANPOV y _?Au. Suite Number: 54 Floor: 01 Tenant Name: `I T1 -CDN. PROPERTY OWNER Name: JVU,tE kifoi,s Architect Name: gpcw 7y KuLL( N Name: s t'A'v is i Zip:bto 1 Address: too 11\1'OuS I p12.0E-- State: City: -FU M Zip: State: wisc Zip:,10105 CONTACT PERSON — person receiving all project communication Name: JVU,tE kifoi,s Architect Name: gpcw 7y KuLL( N Address: 02.1O SlY) AA, City:��.1- State: (�y� Zip: .1€)‘1 City: 5..c.-/\-1-1-1,6_ State: Wpt Zip:bto 1 Phone: jo(1, -3L[-L.,_ utIv Fax: Email: j ltelQ VUISsd esil 1 • Ilk. a J State: GENERAL CONTRACTOR INFORMATION Company Name: Architect Name: gpcw 7y KuLL( N Address: 0.24) s-tr\ AN City:��.1- State: (�y� Zip: .1€)‘1 Address: Email: i'Glt1a‘,1 f`ll @ wYl(SSGI.P 01.‘ • NCA - City: State: Zip: Phone: Fax: Phone: Fax: Contr Reg No.: Email: Exp Date: Tukwila Business License No.: H:\Applications\Forms-Applications On Line \201 I Applications \Permit Application Rcviscd - 8-9-I I.docx Rcviscd: August 2011 bh New Tenant: ❑ Yes ..No ARCHITECT OF RECORD Company Name: 13ugvess v ((oli Architect Name: gpcw 7y KuLL( N Address: 0.24) s-tr\ AN City:��.1- State: (�y� Zip: .1€)‘1 Phone: ?.10t0 . Z_ 0 i p Fax: Email: i'Glt1a‘,1 f`ll @ wYl(SSGI.P 01.‘ • NCA - ENGINEER OF RECORD NameA;J r Address: Company Name: Engineer Name: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) NameA;J r Address: City: State: Zip: Page 1 of 4 I BUILDING PERMIT INFORMATIOls 1)6-431-3670 Valuation of Project (contractor's bid price): $ 7i01 ; OOO Existing Building Valuation: $ NA Describe the scope of work (please provide detailed information): NON S'1' AAM,k1-M, I tUf- t NANT tNeer-OV`EM Sii". VioV-4- iN(.WelaS N P#k irrIrttJC, I i t12 C�(Lie-t poli t tjQD11--S,-he.prMc.S S I b r�1-I( ANC, I fvls} S. Will there be new rack storage? ❑ Yes j.. 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): O Floor area of principal dwelling: W Floor area of accessory dwelling: 0 *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: {U Compact: O Handicap: Will there be a change in use? ❑ Yes No If "yes", explain: FIRE PROTECTION/HAZRDOUS MATERIALS: ❑ Sprinklers Automatic Fire Alarm ❑ None 0 Other (specify) Will there be storage or use of ammable, combustible or hazardous materials in the building? ❑ Yes T„ No If "yes', attach list of materials and storage locations on a separate 8-1/2 " x 11" paper including quantities and Material Safely Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applicalions\Fomu-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11 docx Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 151 Floor !%L 112 101,1q n( �(J h( (U VO / 6 2nd Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): O Floor area of principal dwelling: W Floor area of accessory dwelling: 0 *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: {U Compact: O Handicap: Will there be a change in use? ❑ Yes No If "yes", explain: FIRE PROTECTION/HAZRDOUS MATERIALS: ❑ Sprinklers Automatic Fire Alarm ❑ None 0 Other (specify) Will there be storage or use of ammable, combustible or hazardous materials in the building? ❑ Yes T„ No If "yes', attach list of materials and storage locations on a separate 8-1/2 " x 11" paper including quantities and Material Safely Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applicalions\Fomu-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11 docx Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFOI. 1TION — 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 j1 ...Tukwila ❑ ... Water District #125 0 ...Water Availability Provided Sewer District ...Tukwila 0 ...Sewer Use Certificate 0 .. Highline ❑...Valley View ❑ .. Renton ❑ ...Sewer Availability Provided 0 .. Renton ❑ .. Seattle Septic System: si 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 ❑ .. 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 ❑ Non Right-of-way ❑ ...Total Cut 0 ...Total Fill cubic yards cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control 0 ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑. ❑• ❑. ❑• ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑ ...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage . Abandon Septic Tank . Curb Cut . Pavement Cut . Looped Fire Line ❑ ...Permanent Water Meter Size... 0 ...Temporary Water Meter Size .. ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public ❑ ...Water Main Extension Public WO # WO # WO # Private ❑ Private ❑ 0 .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 0 ...Water ❑ ...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 Z p H:\Applications\Forms-Applications On Line\20I I Applications\Permit Application Revised - 8-9-I Ldocx Revised: August 2011 bh Page 3 of 4 P PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING 0 OR HORIZ.ED AGENT: Signature: Date: I t iA (D Print Name: jU�Vi 1'0FMM ) Mailing Address: tIOUP -c11E H:\ApplicationsWorms-Applications On Line\201 I Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Day Telephone: Z- 04(tp CF City Stk ate 1.b101 Zip Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT I QUANTITY I PAID PermitTRAK $66.50 D16-0012 Address: 530 INDUSTRY DR Apn: 0223400010 $66.50 DEVELOPMENT $66.50 ADDITIONAL PLAN REVIEW TOTAL FEES PAID BY RECEIPT: R8418 R000.345.830.00.00 1.00 $66.50 $66.50 Date Paid: Tuesday, May 10, 2016 Paid By: ELLSWORTH BUILDERS, INC. Pay Method: CHECK 19325 Printed: Tuesday, May 10, 2016 9:30 AM 1 of 1 CLl? SYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK I ACCOUNT I QUANTITY I PAID $2,564.51 D16-0012 Address: 530 INDUSTRY DR Apn: 0223400010 $2,564.51 DEVELOPMENT $2,442.60 PERMIT FEE R000.322.100.00.00 0.00 $2,438.10 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $121.91 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R7890 R000.322.900.04.00 0.00 $121.91 $2,564.51 Date Paid: Friday, March 11, 2016 Paid By: ELLSWORTH BUILDERS INC Pay Method: CHECK 19063 Printed: Friday, March 11, 2016 10:22 AM 1 of 1 CSYSTEMS ri ILA ts, J �LI.L706 Cash Register Receipt City of Tukwila Receipt Number R7336 DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $1,584.77 D16-0012 Address: 530 INDUSTRY DR Apn: 0223400010 $1,584.77 DEVELOPMENT $1,584.77 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R7336 R000.345.830.00.00 0.00 $1,584.77 $1,584.77 Date Paid: Thursday, January 14, 2016 Paid By: BURGESS DESIGN INC Pay Method: CHECK 014189 Printed: Thursday, January 14, 2016 7:42 AM 1 of 1 CSYSTEMS INSPECTION RECORD Retain a copy with permit b6 -06/Z. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION (206) 431-3670 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 Project: `%ill l' Tae of Inspection: ,� 1)31 Z.bi�G /TAM — Address: 53o /.uhc'S—y Ib 1< Date Called: �. Special Instructions: Date Wan )302/6 a.m. p.m. Requester: Phone No: nApproved per applicable codes. L__J Corrections required prior to approval. COMMENTS: ot 7b i<4L 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 1C-0012 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: -ti )TVA Type of Inspection: 60011A16, ' �;44L Address: SIO /% Jt ' ` 7 '/ Date Called: Special Instructions: Date Wa n�j� lf���J� m m . Request": Phone No: ElApproved per applicable codes. KICorrections required prior to approval. COMMENTS: Piecrvdb6 6-6-0-Ye/ac., ?�A AOy' 11/Y 2_ CA Pauir 5t -/P "c/c9. 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 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: riTo,J Type of Inspection: 6rnc Jc/ (-16/17-PN6- Address: C30 1,vwas--rte y b Date Called: Special Instructions: Date Wanted/� �o a.m P.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. r1\ COMMENTS: Date: qz,A6 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 i�6. ^ 2 IN CTION 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 \e‘ Project: T - ;rad Type of Inspection: so,s( Si )b C/eJ Af6- Address: no ZDuS1 / D2 Date Called: Special Instructions: Date Wanted: 7�a8//G Requester: Phone No: Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: Inspector:A i 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 IN =CTION NO PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: 772—/TVfri Type of Inspection: 6lAz/A/6- Address: nO 2 ii -2/ bZ Date Called: Special Instructions: Date Wante 7 /0 a.m. m. Requeste : Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector Date: 7/06 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 NO. PERMIT NO. ITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project:' Type of Inspection: p a Ge-, Address: Date Called: Special Instructions a$�/� y �-j' ( Date Wan / C a.m. PAL Requ@st k Phone No: .io -177- -3 -7 r 3 Approved per applicable codes. O Corrections required prior to approval. COOM M ENTS: Inspector: Date: 6-/3 -/3 f� n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit /6 - 06( -7, 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 f nspection: 1441- (aVer e f Lk c,%_ Address: S-5 0 I'VCICA-01—( Ply Date Called: 1 , Special Instructs ns:Date. �� G6vV( (��� Wanted: b - l 6 - (C a.m. p.m. Requester: zok iix 1(de%5511 Phone No: Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: (14 Inspector: Kc Date, F 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 CTION 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 pa -000_ Project: d TVI 1750 Type f Inspection: c (Al Address: ,53® Pr Date Called: Special Inst ructions:,e / - S� 'r,/t l I e fit Date Wanted: 1,2,7 _f4 a.m. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: inspector: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. 1 INSPECTION RECORD Retain a copy with permit INSPE ON NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Projec` r a Typ ct)U` (� Address: 53° ( y- Pr Date Called: Special Instructions. iiikt SRequester: kecdtr AO Date anted:a.m. 3 -Z7 —ri("j p.m. Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: 5-7;7 ` REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. Ir. /_ INSPECTION RECORD !� III Retain a copy with permit IN'` ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Prro e�ct:.. 0 kl Type o spec L 1'0 0 ioro: TT 0-j Address: Date Called: Special Instructions: ( kw(�li� '$ t1rcL^ k Date antte�d a.m. -'fC p.m. Requester: Phone No: Approved per applicable codes. DCorrections required prior to approval. COMMENTS: Inspector: Dat REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPEC INSPECTION RECORD Retain a copy with permit NO. PERMIT NO. D! -O' (z CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (20p) 431-3670 Permit Inspection Request Line (206) 438-9350 /j O -1 Pro'ecti.Type of inspetcti n: C Addrress: Date Called: .J / Special Instructions: A A 5teor t,/at I 1 As Q :5- Dae Wanted: 5'7-1- t a.m. p.m. Requester: Phone No: QApproved per applicable codes. LJ Corrections required prior to approval. COMMENTS: Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit PECTION NO. PERMIT NO. 1)14-6o1Z CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-4670 Permit Inspection Request Line (206)438-9350 kA)�'1 Pr ect: Type of Inspection., A:15,416 17- Pr Date Called: Special Instructions: ,r� ®%/lC/ 57 (/C� .t'e.GW we 1, S � Date Wanted: /t —f 4. a.m. p.m. Requeter: Phone No: Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: Inspector: Dat e -i, 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 1'I - 66 (Z Pro ect:_ Type of Insp ,ction: Poo ft -i Date Called: Address: 530 Special Instructions: �., e Date Wanted: — ` 3✓-{r—� ' a.m. p.m. Requester:. Phone No: Approved per applicable codes. EJ Corrections required prior to approval. COMMENTS: Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. rc Retain a copy with permINSPECTION RECORD I �f� �,�6���� it L INSP CTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION (206) 431-3670 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 Project:,.� IN. f Type of Inspection: Fool/ Address: 5-30 - u Pr Date Called: Special Instructions: ,,4 �' 1 A CO eve.ilC e. &0 0 Date Wanted: S. -1g -14 a.m. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: eFIA— Inspector: (e 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 1)(4—°6 (1 IN'-CTION 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: j Irr f i h Type of Inspectiorl.: FGw(G1-� Address: S-3 0 -7001141-7 DA - Date Called: Special Instructions: IM fe�i01,- tiQrif tiv frt.) Date Wanted: , -t g is 5 a.m. p.m. Requester: Phone No: ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: f711 Inspector: lJ REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. DIBBLE ENGINEERS, INC. Project No. 16-141 Sheet No. SK -3 Project TRITON TI WALL REVIEW Date 04-26-16 Subject REDLINED AS -BUILT DETAIL FOR ALTERNATE EPDXY HOLDOWN By JCM WALL FRAMING AND SHEATHING PER PLAN AND SK -1 c.401"�¢"r� 4x6 POST TYP @ HOLDOWN HDU2.HOLDOWN �TYP. (2) LOCS sa. -01*.w: a _I 5/8" DIA. - ALL -THREAD ROD W/ H I LTI HIT-HY 200 EPDXY, TYP DIBBLE ENGINEERS, INC. Project No. 16-141 Sheet No. PLAN -1 Project TRITON TI WALL REVIEW Date 04-14-16 Subject REDLINED PARTIAL PLAN By JCM (E) SHEAR WALL TO BE REMOVED N (N) SHEAR WALL SK -2 TYP. Y y�G i \1*r N SK -2 TYP. (N) SHEAR WALL (N) 1'-6" SQ x 1'-10" DP CONC SPREAD FOOTING W/ (4) #4 EA WAY, TYP @ ENDS OF (N) SHEAR WALLS, (4) LOCS. TV � DIBBLE ENGINEERS, INC Project No. 1-11-(1 Sheet No. Project iR,ro?,1 7"1 WALL Date 1-1-114-1[2 Subject s �LTtori Ca• LNl SFik'�ht �✓RL By j () Ri-ocr. rKiwi ItHt- �) WkL-t - �f2 /� r� t tit (s- hlr:i}irrir1G Xp @ 16 OC- Elf",ALL--1-F1rr,-p rap LSrA trlLf.S C s -rt (3� HP6-) a 164 of .\47/ 2 3A11' EA if €,p To (�) Si -A -a v.1/ HI -TI 1-11-1-HY 200 FroK`( 1MFSoHt P -S 1/7._x riP Ac rle-�o )6 rof / (z) o.zLo " )0' x b" < S Sc v/S 2 2L,G & ! p EPG- `IAILtqG TYP EA SIDE- 5/3z� SPA ?Ai.v PLY Vaap SHE4-fl-I I Nf 6 - ft? InE WI gal &3 Qc@ rHtL 1 lz" roc Ft t—v FL' 4. N AIL/ti c TSP Efit- StPE"- (E) SL.A-IS - ot-i - 6.-E4PE pT (SR,� fL DIBBLE ENGINEERS, INC ( Project i2-ITQr( f � � L '_iv'irw Project No. LI Sheet Sheet No. SIL- -Z Date Subject Fay T i �r & (H) H o L�� o v✓ 1 By G 11-.)4 P o s y 1 -Ye (di H o t_ p o v✓ l'I c-4" EowfEL e 6" oG i'YP, e- FFoTir c Prom TEC. S To LE) SLA- W/ HILT/ HiT- 1-1y zoo (r) SLAV. O — Nohow!# -t f g ' L-4-4 ‘4//�.SLSTsx2K /I-rtcHoK v✓l Jr 11 0-1 EmEri7Ta Foo -n r--( G FT" S I t. -e-. P r✓4, A t-1 c - I-(0 R. R 9 D f► I- S t< ®► STVv (5 IL VNDrtt-vartitF 1-0. EA- 4[t) SQ RttNFo,e0NG— PC-le Pts -N(. �C1 (rE(1 �l"-t_aW' NoLDOWN 0 PERS PLitN (El S EWI-LA- '414 PLA -1,4 C FL -a Q t. i — ! El ow' MGZZ.t-N11-1E) (NJ Sv/-2 �1 !-0 S 141'.0— • el o o gib= 16 •'''''' itlErhte PY'f ;� _ MI.,. �, I B vT a LY A P- �A- I • •i. tO, © 0_ 519.., Beet. .J fY W.= • (11neaeNeull Q A2 'w loi'•lr .»,ZY toel°.,S°O t 0 b ti lfel.-�e,. g (.5!„'"o_ ;✓ WtiZI S HEA- W4 -1-L- ."1:11•415 ; on. ..=-- L --Ii` 4 Ss. Vse,...stye-' I I b � ' acct./. �.t -I J)I t© ` la• 2 ];-0 `•.,�. —al —�'t , 'l ]' E '4 /+ I 1 C .4,1 �� •• ', tKlrt.°N' f `" . •b U; 4; �`�. °fPK! 0.1.1.011me.nAN ortst le<W -ex • oa.�<t coitr -LYS-- j. ° 1 ®� �1 yII a ci °I 41--- '1 II, 1-' n: � ''I r it' -o• i te.o. I la,c• 1< c. I .,.. <'. o' I I<• -o' 1]'-6' I a.a" —__ _._T—a+-r rJ` • St' -d Dibble Engineers, Inc. Project No.: 16-004 Sheet No.: Project: Triton TI Shear Wall Review Date: 4/1512016 Subject: Seismic Design Load - equivalent Lateral Force By: JCM Floor and Wall Key: Roof Wall 2 Mezzanine Wall 1 Seismic Response Coeficient: R= I= SDS = Si = Cs -Min = Cs = 6.5 (ASCE 7-10, Table 12.2-1) 1.0 (ASCE 7-10, Table 1.5-2) 0.962 g (USGS) 0.537 g (USGS) 0.042 g (ASCE 7-10, Equations 12.8-5 & 12.8-6) 0.148 g (ASCE 7-10, Equation 12.8-2) Structure Weight: (Tributary to Line) Level Area # ft2 DL psf SL W psf kips Roof / Floor Roof Mezz 0.0 0.0 0.0 7120 20 25 142.4 2858 40 0 114.3 (Snow Load Does not contribute to W when < 30 pst) (Dead Load includes 5psf for interior walls) Dibble Engineers, Inc. oject Pr 16 0040.: Sheet Na: Project: Triton TI Shear Wall Review Date: 4/15/2016 Subject: Seismic Design Load - Equivalent Lateral Force By: JCM Level Material Height # type ft DL psf L ft W kips 0.0 0.0 0.0 0.0 Total: 0.0 0.0 0.0 0.0 0.0 Total 0.0 2 Conc 9.5 -: 75 0.0 0.0 0.0 0.0 Total 0.0 40 28.5 0.0 0.0 0.0 Total 28.5 1 Conc Conc 9.5 75 40 28.5 15 75 . 60 67.5 0.0 0.0 Total 96.0 (Height is floor -to -floor height, not elevation) Seismic Loads: Wall # W kips V kips Vcumulative kips 0.7 Vcum kips 5 0.00 0.00 0.00 0.00 4 0.00 0.00 0.00 0.00 3 0.00 0.00 0.00 0.00 2 156.65 23.18 23.18 16.23 1 176.57 26.13 49.32 34.52 ASD Design Base Shear = 34.52 kips Dibble Engineers, Inc. oject Pr16 0040.: Sheet No.: Project: Triton TI Shear Wall Review Date: 4/15/2016 Subject: Wind Design Load - All Heights Method (Longitudinal) By: JCM Floor and Wall Key: Wind Pressure: V= Kzt = Exposure= z= zy = a= Kz = Wall: Cnet•Enclosed = Pnet = Parapet: Cnet•Parapet = Pnet = (Tributary to Line) 110 mph (ASCE 7-10, Figure 26.5-1A) 1.00 (Estimate Based on Surrounding Topography) (ASCE 7-10 ,Section 26.7.3) 20 ft (bldg ht, or min per ASCE 7-10, Table 26.9-1) 900 ft (ASCE 7-10, Table 26.9-1) 9.5 (ASCE 7-10, Table 26.9-1) 0.90 (2.10(z/z9)"° per ASCE 7-10, Table 27.3-1) 0.94 26.26 lb/ft2 2.13 59.51 lb/ft2 (IBC 2012, Table 1609.6.2) (IBC 2012, Equation 16-35) (IBC 2012, Table 1609.6.2) (IBC 2012, Equation 16-35) Loads: Dibble Engineers, Inc. Project No.: 16-004 Sheet No.: Project: Triton TI Shear Wall Review Date: 4/15/2016 Subject: Wind Design Load - All Heights Method (Longitudinal) By: JCM Wall # H ft L ft Parapet (Y/N) net lb/ft2 Fnet kips Fnet-cum kips 0.6 Fnet-cum kips 0.0 0 N .'. `. 26.26 0.00 0.00 0.00 0.0 0 N. 26.26 0.00 0.00 0.00 0.0 0 N 26.26 0.00 0.00 0.00 2 9.5 .: 51 N 26.26 6.36 6.36 3.82 1 9.5 51 N 26.26 12.72 19.08 11.45 ASD Design Base Shear = 11.45 kips 4) CO 0 N a? 1,12 o� 2 U 7 OJ U 4) 0_ Triton TI Shear Wall Review Shear Wall Design Goverining Shear At Each Level: N CD C) CO • Q r- -7*- Q C ` N CAI N LN() CD M W N U) co '. M � CO N NLO csi • M d N • Q • E , N r C Z -•aa O 0 CO CO y• �k00 W W CR 2 2 d -.0U)U)U) U CAM N tr��MNN mtV-' z0000 Q O N(C)000 Cnr0N'41r tn ▪ In O it -0 W LC) MM sLo in Ls, - e T �t opt. U10� -, ▪ L y C6 7 Z ay W W 0 0 0 0 a CD CO t0 C0 ti0 0 co 0 O v co N W N a 0't O O O 0 VQ M 1 .-- r •- a- C `-' ) Y C ± • 0. C%) 0 0 0 0 3y 2 p 1 0 0 0 0 0 !"QZ rrrr a CU O C/) I lL6- 0 co O V' L 0 O o y CO CO r; NV, CO000 0 0) 0) � r r - Tin =0000 W W ';I6U01 y 0 0- X x CDU - 0 Capacity (lbs) 22151 32851 LO CO Tr 43051 U) CD co CD 144451 C _ yNNtL000r 0 E 0 I 0 I 0 I 0 I 0 i HDU14 Capacity (plf) E W 360 560 I co C7. 950 I 1432 O CD e- 0 00N0)NCO N 0 ,t r U) ti CO O CO r Shear Wall CD ef CI NNN CI N DIBBLE ENGINEERS, INC Project No. -IL-f Sheet No. Project cr e_1rOH f \,✓�L.L :✓1Ct✓ Date Subject By C,,�-, 01...1,0 ,0-1 UPo�.� 7 Pis t-E64tp ATE E 1c -h\/ C,ev.4rlt'r) 0,7gV o,7C" CS E7 Fo.vArL To Ho povv r FcigCe) I -12_3Q #i7o<7 = 0.75 (say ✓E ) 0 * / (o,.J Q. ' o 2S@Q 10.© IDv/4 s• 2-51 „h I--10LDoF( Vsc �o pjc 4.411ttlG e- rood loot) ?$ ZC11S -(rt x 1' 6" ! 04Tijrc (l "+ 01'2)'L( loy ,h 4 !.,5 ZS Fre i (A -Cl Fa 11-33) (i1orL 0,7 /)-s p ) t. /L FP FA -cry a (Ptt; ,9d- g,(//1. -7S) P-01/1 4.10 G-P17rc4 pt-; ner[t) (Ktat/rr t: - '?'G -9-L S a v4 t r ) -4 www.hilti.us MULTI Profis Anchor 2.6.4 Company: Specifier: Address: Phone I Fax: E -Mail: Dibble Engineers, Inc. JCM Page: 1 Project: Triton TI Wall Review Sub -Project I Pos. No.: Anchor Bolts Date: 4/14/2016 Specifier's comments: Anchor Bolts at new shear walls 1 Input data Anchor type and diameter: HIT-HY 200 + HAS 1/2 Effective embedment depth: hei,opt = 2.750 in. (hef.timtt = 2.750 in.) Material: 5.8 Evaluation Service Report: ESR -3187 Issued I Valid: 9/1/2015 13/1/2016 Proof: Design method ACI 318-08 / Chem Stand-off installation: - (Recommended plate thickness: not calculated) Profile: no profile Base material: cracked concrete, 2500, fc' = 2500 psi; h = 4.000 in., Temp. short/long: 32/32 °F Installation: hammer drilled hole, Installation condition: Dry Reinforcement: tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar Seismic loads (cat. C, D, E, or F) yes (D.3.3.6) Geometry [in.] & Loading [Ib, in.lb] Z X Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilt! AG, FL -9494 Schaan HiIti is a registered Trademark of Hilti AG, Schaan www.hilti.us 1■■11`T1 Profis Anchor 2.6.4 Company: Specifier: Address: Phone I Fax: E -Mail: Dibble Engineers, Inc. JCM Page: 2 Project: Triton TI Wall Review Sub -Project I Pos. No.: Anchor Bolts Date: 4/14/2016 2 Proof I Utilization (Governing Cases) Design values [lb] Utilization Loading Proof Load Capacity j3N / Status Tension - - - / - - Shear Steel Strength 1000 1037 - / 97 OK Loading Combined tension and shear loads PN fly Utilization j3N,V [%] Status 3 Warnings • Please consider all details and hints/warnings given in the detailed report! Fastening meets the design criteria! 4 Remarks; Your Cooperation Duties • Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles, formulas and security regulations In accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be strictly complied with by the user. All figures contained therein are average figures, and therefore use -specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific application. You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you. Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor (c ) 2003-2009 Hilli AG, FL -9494 Schaan Hili is a registered Trademark of Hilti AG, Schaan 4/12/2016 Design Maps Summary Report USGS Design Maps Summary Report User -Specified Input Report Title Triton TI Wall Review Tue April 12, 2016 20:11:43 UTC Building Code Reference Document ASCE 7-10 Standard (which utilizes USGS hazard data available in 2008) Site Coordinates 47.45313°N, 122.24743°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III USGS-Provided Output S5 = 1.443 g Sl = 0.537 g SMS = 1.443 g SMI = 0.806 g SDs = 0.962 g SDI = 0.537 g For information on how the SS and Si values above have been calculated from probabilistic (risk -targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. MCER Response Spectrum 1.65 1.50 1.35 1.20 1.05 0.90 y 0.75 0.60 0.45 0.30 0.15 0.00 0.00 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 Period, T (sec) 1.80 2.00 Design Response Spectrum 1.10 1.00 0.90 0.20 0.70 D 0.60 to 0.50 0.40 0.30 0.20 0.10 0.00 0.00 For PGA,„ TCRS, and CRI values, please view the detailed report. 0.20 0.40 0.60 0.20 1.00 1.20 1.40 1.60 1.20 Period, T (sec) 2.00 http://ehp2-earthquake.wr.usgs.gov/designmaps/us/sum mary.php?template=minimal&latitude=47.453128310673286&longitude=-122.24743098637836&siteclass... 1/2 DEI 1 i DIBBLE ENGINEERS INC April 15, 2016 Scanlan Kemper Bard Ross Beckley, Senior Manager 617 Industry Drive Tukwila, WA 98188 REVIEWED FOR CODE COMPLIANCE APPROVED MAY 062016 City of Tukwila BUILDING DIVISION Re: Triton TI Wall Review 530 Industry Drive, Suite 530, Tukwila, WA 98188 Project #16-141 Dear Mr. Beckley: nus REVISION NO.1 On March 23, 2016 Dibble Engineers, Inc. (DEI) completed a site visit to review the existing framing at the Andover Executive Park, Suite 530 in support of an ongoing tenant improvement project. A shear wall was discovered during demolition, and DEI was consulted regarding the upgrades necessary to remove the wall, and maintain the existing lateral strength of the structure. The existing building was found to be constructed of concrete tilt up panels at the exterior walls, with wood -framed roof and intermediate steel pipe columns. The shear wall to be removed is located below the existing mezzanine edge, and roof step. Based on our review and calculations, the shear wall intended for demolition may be removed, provided two other lengths of walls along the same line are upgraded to shear walls. Upgrades include new sheathing, studs, plates, anchor bolts, holdowns and footings. For additional information, please refer to the attached redlined partial plan PLAN -1, and details SK -1 & SK -2. Dibble Engineers review is limited to the areas accessible and readily visible. Dibble Engineers did not conduct a comprehensive building analysis for either vertical or lateral loads. Unless specifically discussed in our review, no other conditions were evaluated or considered. Our review and discussion summary does not provide warranty RECEIVED either expressed or implied to the existing conditions or work completed subsequent our visit. CITY OF TVKWILA ED Dibble Engineers appreciates your business. We invite you to please contact us with any questions or for clarifications to our work, and we will be happy to assist. Sincerely, DIBBLE ENGINEERS, INC. John Mayfield, EIT Project Engineer john a(�,dibbleengineers.com APR 19 2016 PERMIT CENTER bu0 ootz DIBBLE ENGINEERS INC 11029 Market Street, Kirkland WA 98033 1425.828.4200 I dibbleengineers.com City of Tukwila Department of Community Development February 02, 2016 JULIE GLENN 1326 FIFTH AVE SUITE 400 SEATTLE, WA 98101 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D16-0012 TRITON - 530 INDUSTRY DR Dear JULIE GLENN, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) "STAMP AND SIGNATURES" "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient. (WAC 196-23-010 & 196-23-020) (BUILDING REVIEW NOTES) 1. The corridor wall between the corridor and the warehouse is specified as non -rated per detail J&K/A.9.1. Door 537 also is shown to be non -rated. Fire -resistance -rated corridors shall be continuous from the point of entry to an exit, and shall not be interrupted by intervening rooms. Show the wall to the warehouse or at least the corridor section of that wall as rated with the door rating. The construction of that corridor shall be protected to corridor exits end to end. Provide revised details of the end wall and exit door 537. (IBC 1018.6) PW DEPARTMENT: Joanna Spencer at 206-431-2440 if you have questions regarding these comments. • The City has determined that the 530 Industry Drive building has deficiencies on the 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 2" permanent water meter. Installation at another location requires the public Works Director's approval. The RPPA shall be installed in a Hotbox/Rock or equal freeze protection enclosure anchored to a minimum 4" thick concrete pad. On your site plan, please show the property line(s), street name, N arrow, building location, existing permanent water meter and proposed RPPA. Specify size, manufacturer name and backflow model number. Submit RPPA cut sheet and circle the backflow to be installed. On January 20, 2015 a separate letter addressing the domestic water backflow issue was mailed to the property owner. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at (206) 431-3655. Sincerely, Bill Rambo Permit Technician File No. D16-0012 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 David McPherson From: Todd Reedy Sent: Tuesday, January 19, 2016 10:49 AM To: David McPherson Subject: RE: backflow Hello David, Regarding 530 Industry Drive: -The irrigation connection DCVA is current on testing. -No RPBA installed on 2" domestic service for premise isolation. -No fireline connection to this property. D16- OOIZ PER4ANET FILE COPY PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0012 DATE: 04/19/16 PROJECT NAME: TRITON SITE ADDRESS: 530 INDUSTRY DR - SUITE 530 Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued X Revision # 1 after Permit Issued DEPARTMENTS: Building Division Public Works ❑ AtA Ao- Fire Prevention Structural Planning Division nPermit Coordinator n PRELIMINARY REVIEW: Not Applicable Ti (no approval/review required) DATE: 04/21/16 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required n Denied (ie: Zoning Issues) DUE DATE: 05/19/16 Approved with Conditions n (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire 0 Ping 0 PW ❑ Staff Initials: 12/18/2013 PERMIT COORD COSY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0012 DATE: 02/25/16 PROJECT NAME: TRITON SITE ADDRESS: 530 INDUSTRY DR Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: Building Division LA .1/413// f)-\gle Public Works Fire Prevention Structural Planning Division ❑ Permit Coordinator PRELIMINARY REVIEW: Not Applicable n (no approval/review required) DATE: 03/01/16 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved DUE DATE: 03/29/16 ❑ Approved with Conditions Corrections Required (corrections entered in Reviews) Notation: Denied (ie: Zoning Issues) REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire 0 Ping 0 PW ❑ Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0012 DATE: 01/14/16 PROJECT NAME: TRITON SITE ADDRESS: 530 INDUSTRY DR X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: As Cot~Y Building Division II Wrry, 60-tp Public Works A'tik AOC 410 Fire Prevention Structural A YA— INwico Planning Division 1111 ❑ Permit Coordinator IN PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 01/19/16 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required n DUE DATE: 02/16/16 Approved with Conditions ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg V Fire ❑ Ping ❑ PW Staff Initials: [Ak 12/18/2013 PROJECT NAME: V - SITE ADDRESS: 53()„ PERMIT NO: W I (a 00101N ORIGINAL ISSUE DATE: 3 (I ,,C (� REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS i 1 (/ w✓C 3--0-/(0 ttik Summary of Revision: —. 1,!_, (, Received by: Received by: Received by ,qri _ REVISION NO. l ATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) City of Tukwila 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: d¢ . n. d Plan Check/Permit Number: p/6-0:012., ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # ( after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: rg/TGid Project Address: 530 iN.DL%%1-r PR1eo 5Lj/ 5-30 Contact Person: ,Z4s✓f,Y /W0/26A1✓ Phone Number: Zeg 14Z-0/07 Summary of Revision: A ja°tt- TU gR D° -/D /s A 510411 G✓,b�L. inDV/VG LOG1971A, t ' SvEr412 RECEIVED CITY OF TUKWILA APR 19 2016 PERMIT CENTER Sheet Number(s): A 1. l 42.4 // 493 "Cloud" or highlight all areds of revisiod including date of revision Received at the City of Tukwila Permit Center by: Entered in TRAKiT on Lt`t N( W:\Permit Center\Templates\Forms\Revision Submittal Form. doc Revised: August 2015 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: OZ • 23 , u7 Plan Check/Permit Number: D16-0012 ❑ Response to Incomplete Letter # Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Triton Project Address: 5 3 0 Industry Dr Contact Person: Phone Number: Summary of Revision: VAX) i20‘15/4) : Q -fea. Tn KVrtJats I 00 4.24.1 WIJIGP 14.w TticAtt. A .1.3 % /Pg./Pg. 12000C M- cvrw-+.is W - Alia CSI a 557 6 nave. S UI& 10 20 vAai7.1U4ft v o1L • •'' Bi.tk twoa,IC.5 : 4 PEILIA rr fag- IV= RPA ,4 Gve s 50601, i ' 0 d', OZ.ZZ./6 PA)Dg2 / `i. 5/07 y Zw"f1; RECEIVED CITY OF TUKWILA Sheet Number(s): G.0.0/iczos.1 4,1%1 .6 • / .3 "Cloud" or highlight all areas of revision includin date of revision lie Received at the City of Tukwila Permit Center by: ❑ Entered in TRAKiT on IhI LJ 2016 PERMIT CENTER \applications\forms-applications on line\revision submittal Created: 8-13-2004 Revised: ELLSWORTH BUILDERS INC Home Espanol Contact Safety & Health Claims & Insurance. 0 Washington State Department of Labor & Industries Page 1 of 2 [ A -Z Index Help My L&1 Workplace Rights Trades & Licensing ELLSWORTH BUILDERS INC Owner or tradesperson Principals ELLSWORTH, THOMAS ALLEN, PRESIDENT ELLSWORTH, ANNA L, SECRETARY (End: 01/08/2014) Doing business as ELLSWORTH BUILDERS INC WA UBI No. 601 283 383 8425 219TH ST SE STE 100TH WOODINVILLE, WA98072 425-482-2904 KING County Business type Corporation License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor License specialties GENERAL License no. ELLSWBI099CF Effective — expiration 02/06/1991— 02/14/2018 Bond ................. OHIO CAS INS CO Bond account no. 2917483 Active. Meets current requirements. $12,000.00 Received by L&I Effective date 02/14/2002 02/06/2002 Expiration date Until Canceled Insurance West American Ins Co $1,000,000.00 Policy no. BKW52030787 Received by L&I Effective date 01/04/2016 02/06/2013 Expiration date 02/06/2017 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601283383&LIC=ELLSWBI099CF&SAW= 03/11/2016 GENERAL NOTES 1. CONTRACTOR SHALL COMPLY WITH THE CURRENT "GENERAL CONDITIONS," AND BUILDING STANDARDS AS PROVIDED BY THE BUILDING OWNER. 2. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF DIFFERENT TRADES. 3. DO NOT SCALE DRAWINGS. CONTACT ARCHITECT FOR ANY MISSING DIMENSIONS. 4. CONTRACTOR INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE OWNER AND ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWING ONLY WILL NOT SATISFY THIS REQUIREMENT. 5. ALL MODIFICATIONS, REQUIRING OWNER OR ARCHITECT APPROVAL WILL NOT BE VALID UNLESS AUTHORIZED IN WRITING BY OWNER AND/OR ARCHITECT. 6. WITHIN FIVE (5) BUSINESS DAYS OF START OF CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY IN WRITING BOTH THE ARCHITECT AND OWNER OF ANY ITEMS WHOSE ESTIMATED DELIVERY TO THE SITE WOULD BE LATER THAN THAT REQUIRED FOR TIMELY INSTALLATION IN THE CONSTRUCTION SEQUENCE SUBSTITUTION OF ALTERNATE ITEMS WITH SHORTER LEAD TIMES, PAYMENT OF RUSH FABRICATION OR DELIVERY CHARGES OUT OF SEQUENCE INSTALLATION, OR DELAY OF INSTALLATION OPTIONS TO BE AT THE SOLE APPROVAL OF OWNER OR ARCHITECT. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL WORK AND MATERIALS IN ACCORDANCE WITH THE LATEST LOCAL BUILDING CODES AND ORDINANCES. 8. CONTRACTOR SHALL VERIFY ALL FIELD DIMENSIONS AND CONDITIONS AND SHALL REPORT ANY CONFLICTS OR QUESTIONS FOR RESOLUTION BEFORE PROCEEDING WITH THE WORK. DO NOT SCALE THE DRAWINGS. 9. THE USE OF WORD "PROVIDE" SHALL ALWAYS MEAN, "FURNISH AND INSTALL, CONNECT, OR SECURE" AS REQUIRED. 10. ALL MATERIALS AND EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURERS WRITTEN INSTRUCTIONS AND TRADE ASSOCIATES ACCEPTED STANDARDS. 11. CONTRACTOR SHALL PROVIDE A WRITTEN CONSTRUCTION SCHEDULE. THIS SCHEDULE SHALL INCLUDE DELIVERY LEAD TIMES OF CONSTRUCTION ITEMS, AND START AND COMPLETION DATES OF EACH PHASE. THE CONTRACTOR SHALL UPDATE AND PROVIDE SUCH SCHEDULE ON A BIWEEKLY BASIS. 12. WORK MUST BE SCHEDULED WITH THE BUILDING MANAGEMENT TO AVOID DISRUPTION TO THE TENANTS. 13. ACCESS TO AND FROM THE PROJECT SITE, SPECIAL CONDITIONS, NOISY WORK, TIMING INTERRUPTION OF MECHANICAL AND ELECTRICAL SERVICES,RELOCATION OF OF WORK,L EXISTING EQUIPMENT, CASEWORK, FIXTURES, FITTINGS, ETC., MUST BE COORDINATED WITH THE BUILDING MANAGEMENT. ADEQUATE CLEANUP, PROTECTION AND PLACEMENT OF ANY CEILING TILES AND/OR DISRUPTION TO THE ADJACENT TENANT IMPROVEMENTS MUST BE REPLACED BEFORE HOURS OF THAT TENANT IN ORDER THAT THE OCCUPANT WILL NOT BE IN THE NORMAL CONTINUATION OF THEIR OFFICE HOURS. 15. EACH SUBCONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO ADJACENT WORK AND_ SHALL REPAIR SAID DAMAGE AT THEIR OWN EXPENSE. THIS INCLUDES ALL AREAS ON THE PREMISES SUCH AS: COMMON HALLWAYS, FREIGHT ELEVATOR VESTIBULES, ETC. 16. SCHEDULE THE USE OF THE ELEVATOR WITH BUILDING MANAGEMENT. 17. UPON COMPLETION OF ALL CONSTRUCTION, THE CONTRACTOR SHALL SUPPLY THE LANDLORD WITH ONE SET OF "RECORD" AS BUILT DRAWINGS. 18. ALL MATERIALS TO BE NEW UON. 19. PATCH ALL DISTURBED AND/OR DAMAGED AREAS AS REQUIRED TO ACCOMPLISH NEW WORK AND AS REQUIRED FOR FINISHED APPEARANCE. 20. GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL NECESSARY BACKING, BLOCKING, AND FRAMING FOR LIGHT FIXTURES, ELECTRICAL FIXTURES, CASEWORK AND ALL° OTHER ITEMS REQUIRING IT. 21. CONTRACTOR TO COORDINATE ALL FIRE ALARM WORK WITH BUILDING OWNER. 22. ALL PAINT AND FINISH MATERIAL COLORS SHALL MATCH ARCHITECT'S CONTROL SAMPLES AND REQUIRE ARCHITECT'S REVIEW PRIOR TO INSTALLATION. SUBMIT TO ARCHITECT THREE (3) COPIES FOR REVIEW. 23. CONTRACTOR SHALL FURNISH SHOP DRAWINGS FOR REVIEW ON CABINETWORK, MILLWORK AND ANY OTHER SPECIAL ITEMS REQUIRING CUSTOM SHOP FABRICATION. SUBMIT TO ARCHITECT AT LEAST THREE (3) COPIES FOR REVIEW. 24. REPETITIVE FEATURES NOT FULLY SHOWN OR NOTED ON THE DRAWINGS SHALL BE COMPLETELY PROVIDED AS IF DRAWN IN FULL. 25. THROUGHOUT THE DRAWINGS ARE ABBREVIATIONS WHICH ARE IN COMMON USE. THE LIST OF ABBREVIATIONS PROVIDED IS NOT INTENDED TO BE A COMPLETE LIST. THE ARCHITECT WILL DEFINE THE INTENT OF ANY IN QUESTION. ARCH / INTERIOR ABBREVIATIONS ADJ - ADJUSTABLE MECH - MECHANICAL AFF - ABOVE FINISH FLOOR MEZZ - MEZZANINE ALT - ALTERNATE MFR - MANUFACTURER ALUM - ALUMINUM MIN - MINIMUM APC -ACOUSTICAL PANEL CEILING MISC - MISCELLANEOUS APPROX - APPROXIMATE MTD - MOUNTED ARCH - ARCHITECTURAL ACT - ACOUSTICAL CEILING TILE MTL - METAL AV - AUDIO VISUAL N/A - NOT APPLICABLE BLDG - BUILDING NIC - NOT IN CONTRACT BOT -BOTTOM NTS - NOT TO SCALE CAB - CABINET OC - ON CENTER CL - CENTER LINE OFF - OFFICE CLG - CEILING OPNG - OPENING CLR - CLEAR OVHD - OVERHEAD COL - COLUMN P - PAINT CONC -CONCRETE PART -PARTITION CONF -CONFERENCE PERF - PERFORATED DEMO - DEMOLITION PERIM - PERIMETER DEPT - DEPARTMENT PERP -PERPENDICULAR DF - DRINKING FOUNTAIN PLAM - PLASTIC LAMINATE DIA - DIAMETER PLYWD - PLYWOOD DIFF - DIFFUSER QTY - QUANTITY DIM - DIMENSION (R) - RELOCATED DTL - DETAIL DW - DISHWASHER RA - RETURN AIR DWG - DRAWING RCP - REFLECTED CEILING PLAN - REC - RECESSED EA EACH REF - REFERENCE EL - ELEVATOR REFR - REFRIGERATOR ELEC - ELECTRICAL ELEV - ELEVATION REL - RELOCATE EQ - EQUAL REV -REVISION OR REVISED EQUIP - EQUIPMENT RM - ROOM EXT - EXTERIOR RO ROUGH OPENING FA - FIRE ALARM RTD - RATED FD - FLOOR DRAIN SCHED - SCHEDULE FE - FIRE EXTINGUISHER SF - SQUARE FEET/FOOT FEC - FIRE EXTINGUISHER CABINET SHT - SHEET FEE - FINISH FLOOR ELEVATION SIM - SIMILAR FIN - FINISH SPEC -SPECIFICATION FLUOR - FLUORESCENT SPKLR - SPRINKLER FLR SPKR -SPEAKER - FLOOR FO - FACE OF SQ - SQUARE FOIC - FURNISHED BY OWNER, INSTALLED STD -STANDARD� BY CONTRACTOR STL - STEEL FTIC - FURNISHED BY TENANT, INSTALLED STOR - STORAGE BY CONTRACTORSTRL -STRUCTURAL FURR - FURRING STRUC -STRUCTURAL GA - GAUGE SYMM -SYMMETRICALLPu,'-�..'` GLGC GLASSAL CONTRACTOR TBD - TO BE DETERMINED TEL -TELEPHONE OR TELECOM -STREET GWB -GYPSUM WALLBOARD TEMP - TEMPERED HC - HANDICAPPED THK - THICKNESS HDW - HARDWARE TO - TOP OF HM - HOLLOW METAL (STEEL FRAME) TOS - TOP OF SLAB HR - HOUR - TYPICAL TYP INCL INCLUDED OR INCLUDING UON UNLESS OTHERWISE NOTED INFO - INFORMATION UPS - UNINTERRUPTED POWER SUPPLY INSUL - INSULATION VCT _VINYL COMPOSITION TILE LAV - LAVATORY_: _ VIF - VERIFY IN FIELD LF LINEAR FOOT - MATL - MATERIAL W/WITH MAX - MAXIMUM WC - WATER CLOSET MDF - MEDIUM DENSITY FIBERBOARD WD - WOODCD W/O -WITHOUT BUILDING SUMMARY PROJECT TEAM 1. PROJECT ADDRESS: 530/540 INDUSTRY DRIVE TUKWILA, WA 98188 2. APPLICABLE CODES & ORDINANCES: 2012 INTERNATIONAL BUILDING CODE 2012 INTERNATIONAL MECHANICAL CODE 2012 INTERNATIONAL FUEL GAS CODE 2012 INTERNATIONAL FIRE CODE 2012 WASHINGTON STATE ENERGY CODE (WAC 51-11) 2012 UNIFORM PLUMBING CODE 2014 NATIONAL ELECTRICAL CODE 2013 WASHINGTON STATE AMENDMENTS 2009 ICC/ANSI 117.1 ACCESSIBLE & USABLE BUILDINGS AND FACILITIES 3. GENERAL BUILDING DESCRIPTION: TYPE OF CONSTRUCTION: TYPE VB FIRE RESISTIVE SYSTEM: NON-SPRINKLERED OCCUPANCY TYPE: Fl AND B, OFFICE 4. FIRE RESISTIVE CONSTRUCTION REQUIREMENTS: SHAFT ENCLOSURES: N/A EXIT STAIR ENCLOSURES: N/A CORRIDORS: N/A TENANT: GENERAL CONTRACTOR: TRITON TBD 530 INDUSTRY DRIVE TUKWILA, WA 98188 PLUMBING ENGINEER; TBD - Bidder Design Build by G.C. ARCHITECT /DESIGNER: Burgess Design, Inc. MECHANICAL ENGINEER: 1326 - 5th Avenue, Suite 400 TBD - Bidder Design Build by G.C. Washington 98101 Seattle, g Tel: 206.587.7120 ELECTRICAL ENGINEER: Fax: 206.587.7122 TBD - Bidder Design Build by G.C. ATTN:RANDY MORGAN FIRE/LIFE SAFETY ENGINEER: BUILDING PROPERTY MANAGER: TBD - Bidder Design Build by G.C. Scanlan Kemperbard Companies 617 Industry Drive Tukwila, Washington 98188 9 Tel: 206.575-6675 Fax: 206.587.7122 ATTN:ROSS BECKLEY PLUMBING, MECHANICAL, ELECTRICAL, LIFE SAFETY PERMITS UNDER SEPARATE SUBMITTALS. 5. EXITS: REVISIONS APPROXIMATE AREA OF CONSTRUCTION: 7,949 SF TOTAL APPROXIMATE SUITE AREA: 7,947 SF TOTAL APPROXIMATE FLOOR AREA: 22,192 SQFT OCCUPANT LOAD FACTOR: B=100; F1=500 NUMBER OF TOTAL PROPOSED OCCUPANTS: 65 OCCUPANTS t o r:h?Apes shall be made to the scope i v•r1Y°f ‘""ithc a prior approval of "''a Building Division. • �Wt"I requ,re a new plan submittal ..•._ .,iay ii ::IitdO additional plan review fees. OFFICE: 6,067 SF WAREHOUSE: 1,882 SF NUMBER OF EXITS REQUIRED: 2 REQUIRED © OFFICE, 4 PROVIDED 1 REQUIRED © WAREHOUSE; 1 PROVIDED LEGAL DESCRIPTION PARCEL N 0 . / MINIMUM EGRESS WIDTH REQUIRED: 3'-8" 6. PROJECT DESCRIPTION: NON-STRUCTURAL INTERIOR TENANT IMPROVEMENT: NON STRUCTURAL INTERIOR TENANT IMPROVEMENT. WORK INCLUDES NON STRUCTURAL DEMOLITION,NEW PARTITIONS, MOVEABLE WALL SYSTEM, 1 HR CORRIDOR, NEW DOORS/FRAMES AND SIDELIGHTS AS WELL AS NEW FINISHES. PARCEL NUMBER: 022340-0010 LEGAL DESCRIPTION: ANDOVER INDUSTRIAL PARK 5 LESS UP RR OPER R W # / FT. ,.� r E t 1 ,I E PERMIT "!A ;w , t 2'++ i,T±� FOR: I i�.F�.;cl7anical �� �- ?cctrical iurnbin FI�° "''f `'��' X1 sg � subjecttoerrorsandorZll�lon514. EIS; zs Plping oa' I f � fn opoumonts dogsgotauthorizeOTHER •. t' D �° OI r i �r�BUSINESS of Tukwila =`off ado oL•ordlnl�ntrQ. feoolnt r ,r PINCONVENIENCED :an DIVISION C"'°r"'O"-I -€:11d d conditions is aekn®�riodcd; �, MAP DRAWING �(` I N D E /\ � �-' � Datrs. _���/ �� \DRAWING ISSUED s ,� i � k « ,n 7{7€tt�lri Bark 3 fs F, §;,3 t;; 1 { t DATE 10/01/15 12/01/15 12/22/15 co '-. o co .- 0) o coCii a) �r of i.1kidl�'lIa' BUILDING DIVISION ,, m.:f „ 1e.P 4 n a ► s :' ` GENERAL _ ,,+�,, f _ , :,. Tukwila Pk It . ,.. , . „ c,/rod . (s TukwtlaArn(rak "? X X X X X X G.0.0 COVER SHEET / PROJECT INFORMATION ' ` Tukwila Station w \ XX X X X G.0.1 PROJECT NOTES { 4 . , (Southbaiind) 5gttiSt t q b : ARCHITECTURAL / INTERIORS ' ` t' °' " s ? 1 X X X X X A.1.1 DEMOLITION PLAN s , j , to tfield Southcenter ei, _ ataerawki XX X X X X A.2A.1 CONSTRUCTION PLAN XX X X X A.2B.1 DEMO REFLECTED CEILING PLAN - z X X X X X A.2B.2 REFLECTED CEILING PLAN fey <The X X X X X A.2C.1 POWER & DATA PLAN I I tt cr,Gakeaetrty" � �� XX X X X A.2D.1 FINISH FLOOR PLAN Strandert3lvd St rt SOW k;enter 1?1dza 'r . S t(' t k X X X X X X A.9.1 DOOR SCHEDULE / SIDELIGHT SCHEDULE / DETAILS == aaiiln ustry Or S G7thst ' t XX X X X A.9.2 DETAILS XX X X X X A.9.3 MOVEABLE WALL DETAILS y E ' �;& \ c, s Macy°s t.ogtstas.. c: NC, tscirin�ry .:, S170thSt.__.. ° p a:oert�"� '":7 F-' DEFINITIONS AND DIMENSIONS KEY PLAN FLOOR PLATE - NTS REVIEWEDFOR CODE COMPLIANCE A. DEFINITIONS: TRITON EXPANSION SUITE 530/540 APPROVED MAY O 6 2816 1. "TYPICAL" OR 'VP" INDICATES IDENTICAL COMPLETE SYSTEM FOR THE CONDITION NOTED. 2. "SIMILAR" OR "SIM." INDICATES COMPLETE SYSTEM AND COMPONENTS COMPARABLE TO THE CHARACTERISTICS FOR THE CONDITION NOTED. 3. "AS REQUIRED" INDICATES CONTRACTOR SHALL PROVIDE COMPONENTS REQUIRED TO COMPLETE THE NOTED SYSTEM AS INDICATED IN THE PROJECT DOCUMENTS. 4. "ALIGN" INDICATES ACCURATELY PROVIDE FINISH FACES OF MATERIALS IN STRAIGHT, TRUE, AND PLUMB RELATION ADJACENT MATERIALS. 5. "CLEAR" INDICATES CRITICAL DIMENSION AND SHALL SET PRECEDENT FOR LAYOUT OF PARTITIONS. B. DIMENSIONS: INDUSTRY DRIVE ANDOVER BUSINESS PARK -- EX I COME DOOR ; cw� DDDR X IT� - - itiy. Of f llkWlla L- J I_ _I i BUILDING DIVISION - V ._ ._ ^ -. . • „ ^ [` SYMBOLS ■ - • EXIT "" REVISION ..0 ELEVATION REFERENCE SYMBOL INDICATES FINISHED SURFACES TO ALIGN U DETAIL ID DRAWING TITLE BAR IDENTIFICATION 1. DIMENSIONS ARE INDICATED TO THE FACE OF FINISHED SURFACE AT ALL NEW AND EXISTING CONSTRUCTION, CENTER OF COLUMNS OR GRID LINES UNLESS OTHERWISE NOTED. 2. ALIGNMENT OF PARTITIONS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE & PLUMB. DIMENSIONAL LAYOUT SHALL BE IN THE FOLLOWING PRIORITY ORDER. S A. B. LARGETSCALE URAL DDETAILS C. SMALL SCALE DETAILS D. ENLARGED PLANS AND SECTIONS E. FLOOR PLANS 3. MINIMUM DIMENSIONS FOR ACCESSIBILITY CLEARANCES AND BUILDING CODE REQUIREMENTS SHALL BE MAINTAINED. 4. FLOOR ELEVATIONS ARE INDICATED AT THE FACE OF THE STRUCTURAL SLAB, UNLESS4 OTHERWISE NOTED. 5. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF FINISHED MATERIAL, UNLESS NOTED ABOVE FINISH FLOOR - "AFF". 6. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE OF SUSPENDED ACOUSTIC CEILING GRID OR FACE OF FINISH MATERIAL FOR OTHER CEILING TYPES, UNLESS OTHERWISE NOTED. 7. DIMDENSIONSNTS SHALLEDRAWN NINDICATE REQUIRED SIZE, YCLEARANCESE ANDMRELATIONSHIPSENSIONS ARE AAREOXIMATE. INDICATED BY DIMENSIONS AS NOTED. L A.06.XX' R DETAIL DRAWING TITLE SHEET NO. D GRAPHICAL SCALE ' SECTION REFERENCE SYMBOL TITLE I'E EXIT ;, - „ • I • • b 1 b., AREA OF WORK r.E A • t' O DTL I FLOOR ELEVATION SYMBOLS SHT 92'-0" 4-0" NOMINAL FLOOR s •\- I RECEIVED DETAIL REFERENCE SYMBOL DTL BUILDING / ELEVATION HEIGHT (ABOVE/BELOW) SPACE / ROOM ID / \;•2\/ -ill CITY OF TUKWILA - r - APR 19 2016 SHT OFFICE -0-- SPACE NAME GRID LINE SYMBOL 1127 -■1- SPACE NUMBER COLUMN DIMENSION AND/OR LINE: 20 - 0 DOOR 0» SYMBOL Q o ��„� h PERMIT CENTER . . b - b EXIT �- a LONGEST I-- ��'� I / ANGLE @ AT CENTERLINE DOCUMENT SHEET SYMBOL ID OX --in-- KEYED SHEET NOTES G1 -'°-- GLAZING SYMBOL A - 0-- REVISION NUMBER I COMMON PATH OF EGRESS - TRAVEL: 31 '-10" EXIT i - Tenant: TRITON ANDOVER EXECUTIVE PARK 530 INDUSTRY DR. SUITE 530 TUKWILA, WA 98188 A Tenant Improvement for: SKB COMPANY ANDOVER EXECUTIVE PARK 617 INDUSTRY DR. TUKWILA, WA 98188 e, burgess design I interiors 0 architecture 1326 Fifth Avenue . Suite X100. Seattle Washington 98101 T: (206) 587.7120 F: (206) 587.7122 All reproduction & intellectual property rights reserved c 2015 Approved by: Date: CONSTRUCTION WORK SHALL NOT PROCEED UNTIL THE BUILDING OWNER / REPRESENTATIVE AND BUILDING TENANT HAVE GIVEN THEIR APPRQVAL TO THESE CONSTRUCTION DOCUMENTS. APPROVAL BY THESE PARTIES SHALL BE INTERPRETED AS APPROVAL OF DRAWINGS FOR CONTENT, FINISH SELECTIONS, SCOPE OF WORK, AND ALL DIMENSIONS REGARDED BY EITHER PARTY AS BEING NECESSARY TO THEIR OPERATIONS, USE OF THE SPACE, FURNISHINGS, AND TENANT EQUIPMENT AND FURNITURE INSTALLATIONS. CONSTRUCTION AND/OR INITIATION OF CONSTRUCTION, AUTHORIZED BY THE BUILDING OWNER FROM THESE CONSTRUCTION DOCUMENTS, SHALL BE INTERPRETED BY THE DESIGNER AS APPROVAL IN FULL OF THESE CONSTRUCTION DOCUMENTS BY BOTH THE BUILDING OWNER / REPRESENTATIVE AND THE TENANT. Professional seal r 6021 ISTERED 9 CHITECT RANDALL ALAN MORGAN STATE OF WASHINGTON No. Issue Description Date REVIEW SET 10.05.15 REVISED REVIEW SET 12.01.15 REVISED REVIEW SET 12.22.15 PERMIT SET 01.12.16 / \ PERMIT REVISION SET 02.19.16 PERMIT REVISION SET 04.19.16 City Electronic Stamp Location 1. 00 I 2 Drawn by: JG Project Manager: RM Project No: 15-3405-00 COVER SHEET / PROJECT INFORMATION Original drawing is 24" x 36". Scale entities accordingly if reduced G.0.0 PROJECT NOTES 1. THESE PROJECT NOTES ARE GENERIC IN NATURE. CONTRACTORS INSTRUCTIONS FOR CONSTRUCTION ADMINISTRATION MAY VARY BASED ON THE CONTRACT BETWEEN BUILDING MANAGEMENT AND TENANT. VERIFY WITH BUILDING MANAGEMENT ALL CONSTRUCTION REQUIREMENTS AND CONSTRUCTION ADMINISTRATION RESPONSIBILITIES. THE DESIGNER MAY NOT HAVE CONSTRUCTION ADMINISTRATION OBLIGATIONS. 2. PLUMBING, ELECTRICAL, MECHANICAL & LIFE SAFETY SHALL BE PERFORMED UNDER THE DESIGN/BUILD CONTRACT, UNO. ALL WORK SHALL BE TO CODE. ANY INFORMATION ON THESE DRAWINGS ARE FOR REFERENCE AND SCHEMATIC DESIGN ONLY. CONTRACTOR IS RESPONSIBLE FOR ALL ASPECTS OF THE DESIGN. VERIFY REQUIREMENTS OF BUILDING MANAGEMENT AND TENANT. REVIEW OF SHOP DRAWINGS, IF APPROPRIATE, IS FOR AESTHETIC REASONS ONLY. 3. VERIFY BUILDING STANDARDS WITH BUILDING MANAGEMENT WHEN WORKING IN SUITES WITH NON BUILDING STANDARD ELEMENTS. VERIFY PREFERRED DETAILING OF THESE ELEMENTS WITH BUILDING MANAGEMENT. 4. VERIFY ALL RULES, GENERAL CONDITIONS AND SPECIALIZED BUILDING REQUIREMENTS WITH THE BUILDING MANAGEMENT. 5. VERIFY LEED REQUIREMENTS WITH BUILDING MANAGEMENT. Of ION I - GENERAL CONDtitONS 1. GENERAL DESCRIPTION OF THE PROJECT: NON-STRUCTURAL INTERIOR TENANT IMPROVEMENT OF A COMMERCIAL OFFICE SUITE, UON. 2. WHERE NO BUILDING STANDARDS EXIST FOR MATERIALS CALLED OUT AS "BUILDING STANDARD" ON THE PLANS, THE CONTRACTOR SHALL SO ADVISE BURGESS DESIGN WITHIN TEN (10) DAYS OF THE CONTRACTOR'S RECEIPT OF THE PLANS SO THAT BURGESS DESIGN MAY MAKE ALTERNATE SELECTIONS. 3. CONTRACTOR SHALL VERIFY ALL REQUIREMENTS OF EXACT SIZE AND QUANTITY OF EQUIPMENT FURNISHED BY THE TENANT, INCLUDING REQUIREMENTS FOR MECHANICAL AND ELECTRICAL SERVICES, AND IS RESPONSIBLE FOR ALL ROUGH -IN CONNECTIONS. EACH SUBCONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO ADJACENT WORK AND SHALL REPAIR SAID DAMAGE AT THEIR OWN EXPENSE. 4. FIRE/EMERGENCY SYSTEMS INCLUDE, BUT ARE NOT LIMITED TO, SPRINKLER MODIFICATIONS, FIRE EXTINGUISHER PLACEMENT, AUDIBLE ALARMS, SMOKE AND HEAT DETECTORS, STROBES, AND EXIT SIGN PLACEMENT. 5. ALL DESIGN BUILD INFRASTRUCTURE SHALL BE UNDER A SEPARATE PERMIT BY CONTRACTOR. 6. WORK NOT INCLUDED: CONTRACTOR SHALL PROVIDE THE FOLLOWING ITEMS DESCRIBED IN THE SPECIFICATIONS AND SHOWN ON THE PLANS EXCEPT FOR THE ITEMS INDICATED "N.I.C." (NOT IN CONTRACT), SUCH AS TELEPHONE AND DATA CABLES, OFFICE FURNITURE, EQUIPMENT AND MOBILE KITCHEN APPLIANCES. 7. CONTRACTOR TO PROVIDE ALL FIRE/EMERGENCY SYSTEMS AS REQUIRED BY ALL APPLICABLE CODES. FIRE/EMERGENCY SYSTEMS INCLUDE BUT NOT LIMITED TO SPRINKLER MODIFICATIONS, FIRE EXTINGUISHERS, AUDIBLE ALARMS, STROBES, SPRINKLERS, SMOKE AND HEAT DETECTORS, AND EXIT SIGNS. 8. EVERY EXIT DOOR SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT, AND SHALL BE EQUIPPED WITH PANIC HARDWARE WHERE REQUIRED AND INDICATED. 9. ANY MATERIAL USED IN CONSTRUCTION SHALL MEET CURRENT FLAME CODE REGULATIONS. 10. ALL ELECTRICAL, PLUMBING AND MECHANICAL MATERIAL INSTALLATIONS SHALL COMPLY WITH THE BUILDING SHELL STANDARD SPECIFICATIONS. 11. THE GENERAL CONTRACTOR SHALL LAY OUT THE WORK IN CONFORMITY WITH THE REQUIREMENTS OF CONTRACT DOCUMENTS, AND WILL BE HELD RESPONSIBLE FOR PROPER ESTABLISHMENT AND MAINTENANCE OF ALL LINES AND DIMENSIONS. BEFORE DOING AND WORK, THE GENERAL CONTRACTOR SHALL VERIFY ALL MEASUREMENTS AND CONDITIONS AT THE SITE AND NOTIFY THE ARCHITECTS OF ANY DISCREPANCIES. 12. THE CONTRACTORS SHALL USE DIMENSIONS ONLY. DO NOT SCALE PLANS. ALL DIMENSIONS ARE TO FINISHED FACE UNLESS OTHERWISE NOTED. 13. MATERIALS: ALL MANUFACTURED ARTICLES, MATERIALS, AND EQUIPMENT SHALL BE APPLIED AS RECOMMENDED BY MANUFACTURERS. ALL LIKE MATERIALS USED SHALL BE OF THE SAME MANUFACTURER AND QUALITY UNLESS OTHERWISE SPECIFIED. ALL MATERIAL, EQUIPMENT AND FIXTURES SHALL BE CODE WORTHY WITH ALL PROPER JURISDICTIONAL APPROVALS. 14. CONFIRM LONG LEAD ITEMS AT THE START OF THE JOB AND REPORT TO DESIGNER AND BUILDING MANAGEMENT ANY SCHEDULE CONFLICTS. 15. CONFIRM ALL WARRANTEE PERIOD WITH BUILDING MANAGEMENT. IN LIEU OF STANDARD ALL WORK SHALL BE WARRANTED FOR ONE YEAR. 16. CONFIRM STRUCTURAL SYSTEM OF BUILDING AND USE APPROPRIATE CONNECTION TECHNICS. UTILIZE REBAR OR TENDON DETECTION TECHNOLOGY TO LOCATE EXISTING STRUCTURE IN CONCRETE SLABS AND OTHER ON SITE CONDITIONS. DMSION II - SITE WORK AND DEMOLTi>ON 1. FURNISH ALL LABOR, MATERIALS AND EQUIPMENT AS REQUIRED TO COMPLETE THE DEMOLITION AND REMOVAL OF ALL ITEMS LOCATED IN THE CONSTRUCTION AREAS. UPON COMPLETION OF ALL DEMOLITION WORK, ALL AREAS SHALL BE LEFT BROOM CLEAN. 2. DEMOLITION OF TELEPHONES, ELECTRICAL, VOICE/DATA AND PANELS ARE TO BE REMOVED BACK TO ORIGINATING SOURCE. DEMOLITION OF CORES AND RELATED CABLING TO BE REMOVED FROM TENANT SPACES BELOW. 3. DURING THE REMOVAL OF ANY ENVIRONMENTALLY HAZARDOUS MATERIALS, PROTECTION GUIDELINES SHOULD BE STRICTLY FOLLOWED BY CODE OR LOCAL GOVERNING AUTHORITY. VERIFYALL REQUIREMENTS WITH BUILDING OWNER. 4. ALL EXISTING CONSTRUCTION ITEMS THAT INTERFERE WITH THE CONSTRUCTION NEGOTIATED BY THE PRICING PLAN / SPACE PLAN WITH WORK LETTER SHALL BE REMOVED, RELOCATED, OR KEPT FLUSH IN CEILING, WALL, OR FLOOR AS REQUIRED. 5. ALL DAMAGED, ALTERED OR REWORKED AREAS SHALL BE PATCHED AS REQUIRED AND FINISHED TO MATCH EXISTING ADJACENT AREAS OR AS SPECIFIED TO PROVIDE A "LIKE -NEW FINISH". 6. CONTRACTOR SHALL PROVIDE PLASTIC SHEETING OR OTHER APPROPRIATE BARRIER TO CONTROL DUST AND DEBRIS SUCH THAT IT DOES NOT AFFECT AREAS OUTSIDE THE AREA OF WORK. 7. CONTRACTOR SHALL PROVIDE ALL DUE CAUTION FOR SITE WORK. CALL 811 BEFORE STARTING ANY SITE WORK. DMSION VI - ARCHITECRIRAL CARPENTRY AND CASEWORKC 1. ROUGH CARPENTRY TO INCLUDE ANY WOOD STUDS, FURRING, BLOCKING, ROUGH FRAMING, WOOD CURBS, BUCKS, NAILERS, BACKING, FIXTURE FRAMING, EQUIPMENT SUPPORTS, ETC. AS DETAILED. 1. FINISH CARPENTRY TO INCLUDE INSTALLATION OF ALL FIXTURES AND ASSOCIATED TRIMS, HARDWARE AND NOSINGS. 2. PROVIDE INTERIOR DOOR AND SIDELIGHT FRAMES AS SCHEDULED. 3. CABINET CONSTRUCTION: COMPLY WITH THE A.W.I. ARCHITECTURAL WOODWORK QUALITY STANDARDS FOR CUSTOM GRADE WORK. CABINETS SHALL BE FLUSH CONSTRUCTION. 4. PROVIDE PARTICLE BOARD, MED. DENSITY, WEIGHING <40 LB./CU. FT., AT LEAST 3/4" THICK. 5. CABINET HARDWARE: FULL EXTENSION DRAWER GLIDES, STAINLESS STEEL CABINET PULLS, US32D FINISH, AND CONCEALED DOOR HINGES, SHELF HARDWARE AND OTHER REQUIRED ITEMS, UON IN ELEVATIONS / DETAILS, OR PER BUILDING STANDARD. 6. PLASTIC LAMINATE: HIGH-PRESSURE DECORATIVE LAMINATE SELECTED FROM WILSONART, NEVAMAR, AND FORMICA, UON. LAMINATE TO BE GENERAL-PURPOSE GRADE .050" HORIZONTAL AND .030" VERTICAL SHELVING SHALL COMPLY WITH AWI SECTION 600. 7. CABINET HINGES SHALL BE 135 DEGREE FRAMELESS CONCEALED EUROPEAN STYLE HINGLE AND FULL EXTENSION HEAVEY DURTY DRAWER GLIDES, UNO. CORNER UNITS SHALL BE 94 DEGREE HINGES. 8. INTERIOR CABINET SURFACES & SHELVES TO BE OF PREFINISHED BOARD WITH POLYESTER OVERLAY, UON. 9. SHELF EDGING TO BE P -LAM, UON. 10. SUBMIT SHOP DRAWING SUBMITTALS FOR ARCHITECT REVIEW. DMSION VII - WATERPROOFING 1. WHEN PROJECT CONSISTS OF NEW RESTROOMS OR SHOWERS OR OTHER TYPES OF BUILD OUT. GC SHALL VERIFY ALL WATERPROOFING REQUIREMENTS WITH BUILDING MANAGEMENT. PROVIDE WATERPROOFING PER MANUFACTURE'S SPECIFICATION. 2. ROOF WORK SHALL BE DONE UNDER BUILDING MANAGEMENTS WARRANTEE POLICY. VERIFY ALL REQUIREMENTS WITH BUILDING MANAGEMENT. =MA 1 - THERMAL IND MOISTURE PROTECTION 1. PROVIDE AND INSTALL INTERIOR SUITE DOORS AS INDICATED ON DRAWINGS. 2. DOOR SCHEDULE SPECIFIES FINISH (BOTH SIDES OF DOOR) AND FRAME, UON. 3. DOORS SHALL BE PRE -MACHINED FOR HARDWARE PER HARDWARE SCHEDULE. 4. SUBMIT SHOP DRAWING SUBMITTALS FOR ARCHITECT REVIEW. 5. CONTRACTOR SHALL REVIEW SUITE FOR DOOR STYLE CHANGES AND VERIFY WITH ARCHITECT AND BUILDING MANAGEMENT THE DOOR AND SIDELIGHT STYLE TO MATCH IF A VARIATION IS PRESENT. 6. PROVIDE FIRE PROTECTION IN ALL PENETRATIONS IN RATED ASSEMBLIES. 7. iN OPEN CEILING CONDITIONS REPAIR OR REPLACE FIRE PROTECTION AS NEEDED. 8. IF SPRAY ON FIREPROOFING IS VISIBLE AND TO RECEIVE PAINT FINISH PROVIDE A SMALL AREA MOCK UP OF BOTH FIRE PROOFING AND WALL SURFACE SO THAT THE COLOR CAN BE CORRECTED DUE TO THE SUBSURFACE CONDITIONS OF DISSIMILAR MATERIALS. 9. PATCH AND REPAIR ANY FIREPROOFING AT SHAFTS, CORRIDORS AND OTHER RATED ASSEMBLIES AS NEEDED. MATCH EXISTING RATINGS AND CONDITIONS. PROVIDE FlRESTOPPPING, SEALANT AND OTHER FIRE RATED ASSEMBLIES AS NEEDED. VERIFY WITH BUILDING MANAGEMENT PREFERRED METHODS AND MATERIALS. 6. FINISH AND SPECIALTY HARDWARE INCLUDES ALL ACCESSORIES, TOOLS, AND FASTENERS REQUIRED FOR HARDWARE INSTALLATION AND MAINTENANCE. ITEMS NOT SPECIFICALLY MENTIONED, BUT NECESSARY TO COMPLETE THE WORK, SHALL BE FURNISHED MATCHING IN QUALITY AND FINISH OF SPECIFIED IN SIMILAR LOCATIONS. 7. PROVIDE ALL HARDWARE AS SPECIFIED PER THE HARDWARE SCHEDULE. 8. ALL LOCK SETS SHALL CONFORM TO THE BUILDING'S GRAND MASTER KEYING SYSTEMS. PROVIDE AT LEAST TWO (2) KEYS FOR EACH LOCK AND TWO (2) MASTER KEYS FOR THE SUITE. ALL KEYS TO BE TAGGED WITH ROOM NUMBERS. CONFIRM QUANTITY WITH BUILDING MANAGEMENT. 9. SUBMIT HARDWARE SCHEDULE WITH CATALOGUE CUT SHEETS FOR ARCHITECT REVIEW. 10. ALL DOORS SHALL HAVE A MINIMUM OF 1-1/2 PAIR OF BUTT HINGES, ONE LATCHSET OR LOCK SET, AND ONE DOOR STOP TO MEET ACCESSIBILITY REQUIREMENTS. 11. ALL HARDWARE SHALL BE COMMERCIAL GRADE AND RATED AT REQUIRED ASSEMBLIES. 12. PROVIDE CLOSERS PER HARDWARE SCHEDULE AND AT ALL RATED ASSEMBLIES. 13. ALL HARDWARE SHALL MATCH BUILDING STANDARD IN STYLE AND FINISH. 14. SET UNITS LEVEL, PLUMB AND TRUE TO LINE AND LOCATION. ADJUST AND REINFORCE THE ATTACHMENT SUBSTRATE AS NECESSARY FOR PROPER INSTALLATION AND OPERATION. 15. ADJUST AND CHECK EACH OPERATING ITEM OF HARDP WARE AND EACH DOOR TO ENSURE PROPER OPERATION OR FUNCTION OF EVERY UNIT. REPLACE UNITS WHICH CANNOT BE ADJUSTED TO OPERATE FREELY AND SMOOTHLY AS INTENDED FOR THE APPLICATION MADE. 16. PROVIDE PROPER SMOKE GASKETS AT RATED ASSEMBLIES. 17. THE FOLLOWING UL LISTINGS ARE REQUIRED ON THE FOLLOWING HARDWARE: PANIC HARDWARE - UL #305 FIRE EXIT HARDWARE - UL #106 & UL #305 ELECTROMAGNETIC LOCK HARDWARE - UL # FWAX-S-A-6635 THE CRASH BAR MUST BE AT LEAST 1/2 OF THE DOOR WIDTH AND OPEN FORCE NO MORE THAN 5 LBS. VERIFY WITH BUILDING STANDARD & MANAGEMENT AND INFORM ARCHITECT IF BUILDING STANDARD DOESN'T COMPLY. 18. ALL EXTEIOR DOORS SHALL HAVE CODE REQUIRED U VALUE AND WEATHER STRIPPING. 19. ALL GLASS AT SIDELIGHTS AND DOORS SHALL BE 1/4" TEMPERED SAFETY GLAZING, UON. 20. CONTRACTOR SHALL VERIFY GLASS THICKNESS IS APPROPRIATE FOR DIMENSIONS AND SPANS. 21. THIS PROJECT MAY CONTAIN GLAZING THAT WILL BE SUBJECT TO FEDERAL GLAZING STANDARDS. GLAZING SUBCONTRACTOR SHALL BE RESPONSIBLE FOR ADHERENCE TO THE REQUIREMENTS. IF GLAZING SUBCONTRACTOR FINDS ANYTHING IN THE DOCUMENTS NOT IN COMPLIANCE WITH THE STANDARD, THEY SHALL BRING DISCREPANCIES TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. 22. RATED GLASS (CERAMIC) RELITE SHALL BE PREMIUM POLISHED FINISH. GLAZING SHALL COMPLY WITH IBC 716.3 DMSION IX - FINISHES 1. INCLUDE NECESSARY MATERIALS, LABOR AND ACCESSORIES FOR THE INSTALLATION OF ALL PARTITIONS AS SHOWN IN THE PLANS. 2. "WALL SURFACES" MEAN ALL VERTICAL SURFACES INCLUDING COLUMNS WHERE EXPOSED, CONVECTOR OR RADIATOR ENCLOSURES, FASCIAS, RETURNS, PLYWOOD BACKBOARDS, ETC. 3. ALL PARTITION HEADS SHALL MATCH BUILDING STANDARD, UON. 4. WALLS SHOWN ALIGNED WITH BASE BUILDING STRUCTURE SHALL BE FLUSH AND SMOOTH WITH BASE BUILDING STRUCTURE, UON. 5. SEISMIC BRACING: PROVIDE SEISMIC BRACING AS REQUIRED PER THE LATEST BUILDING CODES TO THE PARTITION HEADS AND CEILING GRID. 6. FRAMING STUDS: GALVANIZED STEEL STUDS PER CONSTRUCTION PLANS. PROVIDE WITH SHEET METAL BACKING WITHIN ALL WALLS RECEIVING CASEWORK (CABINETS, BOOKSHELVES, ETC.). VERIFY STUD SIZE MATCHES DOOR FRAMES IN STOCK IF APPLICABLE. 7. CONTRACTOR SHALL PROVIDE AND LOCATE ACCESS PANELS AS REQUIRED AFTER INSTALLATION OF MECHANICAL DUCTS, PLUMBING, AND ELECTRICAL WORK. FIRE RATE AS REQUIRED. 8. ALL DRYWALL TO BE 5/8" TYPE "X" UNLESS OTHERWISE NOTED. PROVIDE "M/R" TYPE DRYWALL OR CEMENT BOARD WHERE REQUIRED BY CODE AND AT ALL TOILET ROOMS, AND BEHIND CERAMIC TILES, UON. 9. INSTALL CORNER BEADS AT ALL EXTERNAL CORNERS. INSTALL METAL EDGE TRIM WHENEVER EDGE OF GYPSUM BOARD WOULD OTHERWISE BE EXPOSED OR SEMI -EXPOSED. 10. PRIOR TO RECEIVING FINISH, ALL SURFACES SHALL BE PROPERLY PREPARED AS REQUIRED TO RECEIVE FINAL FINISHING AS SPECIFIED. 11. EXTEND ALL SOFFIT FRAMING TO STRUCTURE ABOVE. PROVIDE STRUCTURAL DIAGONAL BRACING AS NECESSARY. 12. PROVIDE FRAMING FOR SUSPENDED CEILING WITH SEISMIC BRACING IN ACCORDANCE WITH REQUIREMENTS OF APPLICABLE CODES AND AS SHOWN ON DRAWINGS. 13. USE ACOUSTICAL SEALANT AROUND ALL PIPES, DUCTS, CONDUIT, OUTLETS, SWITCHES, ETC. ON BOTH SIDES OF CROSSING/PENETRATING WALLS WITH ACOUSTICAL INSULATION. PENETRATIONS OF FIRE -RATED WALLS SHALL BE PROTECTED BY APPLICABLE FIRE -RATED ASSEMBLIES AND MATERIALS. 14. FIRE AND SMOKE SEPARATION ASSEMBLIES SHALL BE MARKED AS REQUIRED IN IBC SECTION 703.7. 15. PROVIDE NEW CEILING TILE, CEILING GRID AND ALL ACCESSORIES AS REQUIRED TO INSTALL SUSPENDED ACOUSTICAL CEILINGS AS INDICATED ON DRAWINGS. 16. PROVIDE SEISMIC BRACING AS REQUIRED BY CODE AT NEW CEILING WORK ONLY. VERIFY WITH BUILDING MANAGEMENT IF EXISTING CONDITIONS ARE SEISMICALLY BRACED OR PROVIDE PER CODE. 17. COORDINATE WORK WITH OTHER TRADES HAVING WORK IN THE CEILING AND THE TELEPHONE AND DATA CABLE COMPANIES WHEREVER THEIR RESPECTIVE WORK IS CONTIGUOUS. 18. PROVIDE CUTOUTS AND OTHER SPECIAL PROVISIONS IN ACOUSTICAL WORK AS REQUIRED FOR LIGHTING FIXTURES, REGISTERS, DIFFUSERS, SPRINKLERS, AND OTHER INSERTED ITEMS. 19. ALL CUTOUTS SHALL BE CENTERED WITHIN ACOUSTIC CEILING TILE, UON. 20. ALL MATERIALS SHALL HAVE CLASS 1 FLAME SPREAD RATING AND BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATION AND CODES. 21. ALL JOINTS IN THE TILE FIELD SHALL BE SQUARE, LEVEL AND PERFECTLY ALIGNED WITH EACH OTHER. 22. INSTALLED SUSPENDED CEILINGS TO BE LEVEL WITHIN A TOLERANCE OF 1/8" IN 12'-0". ANCHOR AS REQUIRED. 23. IN AREAS OF ALTERATIONS CONTRACTOR SHALL MATCH CONDITIONS AND MAKE EVERY EFFORT TO ALIGN, LEVEL AND MATCH NEW CEILING TO OLD. CONTRACTOR SHALL REVIEW ALL CEILINGS UPON COMMENCEMENT OF THE PROJECT AND INFORM THE BUILDING MANAGEMENT OF ANY DISCONTINUITIES IN THE CEILING WITHIN 10 DAYS. 24. ADJUST PARTITION HEAD DETAIL TO MATCH EXISTING CEILING CONDITIONS IF NECESSARY. 25. IN OPEN CEILING CONDITIONS OR IF CLOUDS ARE SPECIFIED, PROVIDE ALL WORK SUITABLE FOR AN EXPOSED AND VISIBLE CONDITION. HANGING, CONDUIT, DUCTWORK AND OTHER ITEMS SHALL BE PLUM AND TRUE. VERIFY ALL REQUIREMENTS WITH BUIDLING OWNER CONCERNING MAINTAINING THE RETURN AIR PLENUM. PROJECTS THAT CONVERT ACT SPACE INTO OPEN SPACE SHALL HAVE THE FINISH OF THE OLD INTERSTITIAL SPACE FINISHED WITH GWB TO A LEVEL FLOOR FINISH, UNO. THIS MAY REQUIRE FURRING OR STUDS EXTENDED TO THE UNDERSIDE OF STRUCTURE. 26. PROVIDE ACOUSTICAL INSULATION BETWEEN FRAMING STUDS AND EXTENDING TWO FEET ON EACH SIDE OF PARTITION HEAD ABOVE CEILINGS FOR ALL WALLS NOTED PER PLANS. 27. NEW DEMISING WALL CONSTRUCTION TO HAVE SOUND BATT INSULATION BETWEEN FRAMING STUDS AND TWO FEET OF INSULATION ON EITHER SIDE OF THE PARTITION HEAD ABOVE CEILING GRID, UON. 28. PROVIDE VCT, SHEET LINOLEUM, SHEET VINYL AND RUBBER BASE AS INDICATED IN DRAWINGS. COLOR AND MANUFACTURER PER FINISH SCHEDULE. 29. PROVIDE RUBBER -REDUCING STRIPS IN COLOR TO MATCH SPECIFIED BASE, UNO. REDUCING STRIPS TO OCCUR AT ALL AREAS OF FLOOR MATERIAL TRANSITION. USE STAINLESS STEEL TRANSITION AT TILE TO DISSIMILAR MATERIAL, UNO. 30. BASE TO BE INSTALLED IN LONGEST AVAILABLE LENGTH WITH NO PIECE LESS THAN 12". NO JOINTS AT OUTSIDE CORNERS OR WITHIN 6" OF CORNERS. VERIFY HEIGHT OF RUBBER BASE REQUIRED WITH BUILDING MANAGEMENT. 4.5" MAY BE NECESSARY. 31. PATCH, LEVEL AND PREPARE SUB FLOORING WITH CEMENTITIOUS UNDERLAY PER MFR'S WRITTEN INSTRUCTIONS IN AREAS TO RECEIVE NEW FLOORING. MAX. ALLOWABLE TOLERANCE = 1/4" OVER 10'. 32. GENERAL CONTRACTOR SHALL APPLY FLOOR WAX TO NEW FLOORING AREAS PER MANUFACTURERS SPECIFICATION, UON. 33. UNLESS SPECIFIED ALL RUBBER BASE SHALL BE COVED BASE. 34. PROVIDE AND INSTALL COMMERCIAL GRADE CARPET AS INDICATED IN DRAWINGS. 35. PROVIDE SEAMING DIAGRAMS FOR ARCHITECT'S REVIEW. 36. UNLESS OTHERWISE NOTED, PRIME ALL GWB WALL SURFACES AND PAINT WITH MINIMUM OF TWO (2) FINISH COATS OF BENJAMIN MOORE EGGSHELL FINISH LATEX PAINT OR APPROVED EQUAL, UON. PROVIDE FOR NUMBER OF PAINT COLORS AS INDICATED IN DRAWINGS. VERIFY STANDARD LEVEL OF FINISH WITH BUILDING MANAGEMENT. 37. FINISH DOORS, DOOR FRAMES, AND SIDELIGHT FRAMES AS INDICATED IN DRAWINGS. A) PAINTED WOODWORK TO BE FINISHED WITH ONE (1) COAT PRIMER AND TWO (2) FINISH COATS. B) SEALED WOODWORK TO BE STAINED PER FINISH SCHEDULE AND SEALED WITH A COMMERCIAL GRADE CLEAR SATIN VARNISH. 38. PAINT FOR THE LIGHT SURFACES TO CONFORM TO THE REQUIREMENTS OF THE "ARCHITECTURAL SPECIFICATIONS MANUAL" (AWS) FOR PAINT SYSTEMS. LATEX PAINT: AWS SYSTEM 3-B "CUSTOM" (1) COAT PRIMER AND TWO (2) FINISH COATS. GRADE LIGHT COLOR PAINT FINISH ON GYPSUM BOARD SURFACES. 39. PAINT FOR THE DARK SURFACES TO CONFORM TO THE REQUIREMENTS FOR THE "ARCHITECTURAL SPECIFICATIONS MANUAL" (AWS) FOR PAINT SYSTEMS. LATEX PAINT: AWS SYSTEM 3-B "CUSTOM" (1) COAT PRIMER AND TWO (2) FINISH COATS. GRADE DEEP TONE PAINT FINISH ON GYPSUM BOARD SURFACES. 40. UPON COMPLETION OF WORK, REMOVE EXCESS PAINT, STAIN, VARNISH, ADHESIVE, CAULK, ETC. FROM ALL OTHER SURFACES THAT WERE NOT SPECIFIED TO RECEIVE SAME. 41. TOUCH-UP AND PATCH SURFACES AS REQUIRED AFTER THE COMPLETION OF WORK BY OTHER TRADES. 42. WHERE COLUMNS OCCUR IN AREAS SCHEDULED TO BE FINISHED, THEY SHALL RECEIVE THE SAME FINISH AS THE ROOM, UON. 43. ALL PAINTED SURFACES SHALL BE PREPARED IN STRICT ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS (ESPECIALLY IN REGARD TO THE PRIMING OF EXISTING SURFACES). 44. PUTTY ALL NAIL HOLES, COUNTERSUNK SCREWS, BOLTS, CRACKS, ETC. BEFORE APPLYING FINISH. 45. SAND ALL WOOD SURFACES SMOOTH AND EVEN BEFORE APPLYING FINISH. 46. SAND ENAMELED FINISHES APPLIED TO WOODS OR METAL BETWEEN COATS WITH FINE SANDPAPER TO PRODUCE SMOOTH FINISH. 47. MAKE FINISH WORK UNIFORM AND SMOOTH, FREE OF RUNS, SAGS, DEFECTIVE BRUSHING AND CLOGGING. MAKE EDGES OF PAINT ADJOINING OTHER MATERIALS OR COLORS SHARP AND CLEAN WITHOUT OVERLAPPING. 48. CHANGE PAINT FORMULATION AS REQUIRED FOR DIFFERENT ENVIRONMENTS, MATERIALS AND SURFACE PREPARATIONS. 49. VERIFY ATTIC STOCK REQUIREMENTS OF ALL FINISH MATERIALS WITH BUILDING MANAGEMENT AND TENANT. DMSKIN X11 - FURi11SFNNGS 1. ALL EXISTING INTERIOR AND PERIMETER MINI BLINDS TO BE BAGGED AND CLEANED TO LIKE -NEW CONDITION. 2. ALL PERIMETER GLAZING TO RECEIVE BLINDS AS INDICATED IN DRAWINGS. COORDINATE WITH BUILDING MANAGEMENT. MATCH EXISTING CONDITIONS UON. 3. ALL INTERIOR SIDELIGHTS TO RECEIVE 1" MINI -BLINDS WHERE INDICATED IN DRAWINGS. 4. PROVIDE SAMPLE AND CUT SHEET TO ARCHITECT FOR REVIEW. 5. PROVIDE AND INSTALL ALL CODE REQUIRED SIGNAGE. 6. TENANT'S FURNITURE SHALL BE THE RESPONSIBLITLY OF THE TENANT AND THEIR VENDOR. GC SHALL INVITE AND COORDINATE TENANTS VENDOR FOR FIELD MEASUREMENTS AND VERIFICATION OF LAYOUT AND ALL ELECTRICAL AND VOICE DATA REQUIREMENTS. 7. FURNITURE SYSTEMS CONNECTIONS (WHIPS) SHALL BE PROVIDED BY TENANT'S FURNITURE VENDOR AND INSTALLED BY THE GC, UNO. GC TO COORDINATE. VERIFY ALL ELECTRICAL AND VOICE DATA CONNECTIONS. DIVISION XXI - FIRE SUPPRESSION, 1. ALTER OR INSTALL FIRE PROTECTION SYSTEM PER BUILDING STANDARD, LOCAL REGULATIONS AND ORDINANCES. 2. PROVIDE ALL EMERGENCY LIGHTING, EXIT SIGNS, FIRE ALARM SPEAKERS, STROBES AND BELLS AS REQUIRED BY CODE. DESIGN AND INSTALL THE SAME IN COMPLIANCE WITH THE AMERICANS WITH DISABILITIES ACT. 3. PROVIDE SPRINKLERS, FIRE RATED DOORS AND FRAMES, FIRE EXTINGUISHERS, ETC. AS REQUIRED BY APPLICABLE LOCAL CODES AND LAWS. 4. FIRE EXTINGUISHERS SHALL BE BY UNDERWRITER'S LABORATORY 2A-10BC 5 -LB, MULTIPURPOSE EXTINGUISHER WITH SQUEEZE -TYPE HANDLE AND FLEXIBLE DISCHARGE HOSE WITH VISIBLE PRESSURE GAUGE, UON. 5. FIRE EXTINGUISHERS SHALL BE INSTALLED PER BUILDING STANDARD REQUIREMENTS, UON. VERIFY LOCATION WITH FIRE MARSHALL. WHEN REQUIRED BY CODE, PROVIDE 1 WALL MOUNT TYPE IN EACH SERVER ROOM OR LABORATORY. 6. A. B. C. D. E. DESIGN BUILD FIRE PROTECTION DRAWINGS SHALL INDICATE: LAYOUT, LOCATION, AND SIZE OF SPRINKLER LINES AND HEADS. PRESSURE REQUIREMENTS. SPRINKLER HEAD SPECIFICATIONS. LOCATION OF FIRE PROTECTION RISERS AND WALL HYDRANTS CHANGES OF USE SHALL BE RESOLVED FOR NEW OCCUPANCY FIRE FLOW. 7. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. INCLUDE HORNS AND STROBES. 8. ALL SPRINKLER HEADS SHALL BE CENTERED IN ACOUSTICAL CEILING TILE, UON. 9. USE OF NFPA 13 QUICK RESPONSE HEADS MAY BE REQUIRED. CONTRACTOR SHALL VERIFY EXTENT OF QUICK RESPONSE HEADS BY CITY FOR THIS PROJECT. 10. IF CEILING IS DESIGNED FOR AN OPEN CEILING CONDITION, GC SHALL PROVIDE SPRINKLER HEADS IN AN UPRIGHT CONDITION. WORK SHALL BE VISIBLE AND SUITABLY CONSTRUCTED. DMSION XXII - PLUMBING 1. PROVIDE SUPPLY, WASTE AND VENT LINES, VALVES, FITTINGS, ETC. REQUIRED FOR KITCHEN SINKS, DISHWASHER, REFRIGERATOR, AIR CONDITIONING UNIT(S), VENDING MACHINES, COFFEE MAKER, WATER HEATERS, ETC. 2. ALL FIXTURE INSTALLATIONS SHALL CONFORM TO THE AMERICANS WITH DISABILITIES ACT. 3. PROVIDE NEW PLUMBING FIXTURES AS SPECIFIED PER DRAWINGS, OR PER BUILDING STANDARD, UON. 4. PROVIDE HOT AND COLD WATER TO SINKS/DISHWASHERS IF APPLICABLE. 5. ALL NEW WATER HEATERS ARE TO BE INSTALLED WITH DRIP PAN CONNECTED TO WASTE LINE. VERIFY LOCATIONS WITH BUILDING MANAGEMENT AND INSPECTORS. 6. ALL PLUMBING FIXTURES ARE TO BE INSTALLED TO MEET CURRENT GOVERNING LOCAL AND FEDERAL CODES. 7. CONTRACTOR SHALL PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 8. VERIFY WATER SUPPLY Sc SEWER DRAIN CAPACITY FOR ENTIRE BUILDING WILL MEET NEW CAPACITY WHEN NEW RESTROOMS ARE ADDED TO BUILDING. Tenant: TRITON ANDOVER EXECUTIVE PARK 530 INDUSTRY DR. SUITE 530 TUKWILA, WA 98188 A Tenant Improvement for: SKB COMPANY ANDOVER EXECUTIVE PARK 617 INDUSTRY DR. TUKWILA, WA 98188 burgess design interiors Q architecture 1326 Fifth Avenue . Suite 400. Seattle Washington 98101 T: (206) 587.7120 F: (206) 587.7122 All reproduction & intellectual property rights reserved c 2015 Professional seal r 1021 RANDALL ALAN MORGAN STATE OF WASHINGTON No. Issue Description REVIEW SET REVISED REVIEW SET REVISED REVIEW SET PERMIT SET Date 10.05.15 12.01.15 12.22.15 01.12.16 PERMIT REVISION SET 02.19.16 PERMIT REVISION SET 04.19.16 City Electronic Stamp Location Drawn by: JG Project Manager: RM Project No: 15-3405-00 PROJECT NOTES Original drawing is 24" x 36". Scale entities accordingly if reduced r ■ vTYP. INN L_ GARAGE DOOR 9 • 0 TYP. 0 DEMOLITION PLAN TYP. \\/ r f GARAGE DOOR [or §IN mL = 0 0 TY J t► 0 8' 16' 24' 1/8„_1,_0„ TYP. 1 J TY a n 4'-2" TYP. Lb 0 0 / r C -�- n EXPANSION SUITE DEMOLITION SYMBOLS _ _ EXISTING CONSTRUCTION TO BE REMOVED EXISTING CONSTRUCTION TO REMAIN GENERAL DEMOLITION NOTES 1. REFER TO CONSTRUCTION PLAN AND CEILING PLAN FOR EXTENT OF DEMOLITION. 2. SAVE AND STORE ALL LIGHT FIXTURES, EXIT SIGNS, DOORS & HARDWARE FOR RE—USE, UON. 3. SAVE ALL EXISTING PLUMBING FIXTURES FOR RE—USE, UON. 4. REMOVE ALL TELEPHONE, ELECTRICAL, AND DATA OUTLETS, FIXTURES, PANELS, ETC FROM ALL DEMOLISHED PARTITIONS. REMOVE ALL CORRESPONDING CABLES, CONDUIT, WIRING, ETC. ALL THE WAY BACK TO THE ORIGINATING SOURCE, UON. 5. REMOVE ALL FLOOR AND WALL FINISHES EXCEPT FOR EXISTING ROOMS NOTED AS NOT IN CONTRACT OR OTHERWISE INDICATED IN THE KEY NOTES. VERIFY FINAL LOCATIONS WITH ARCHITECT. KEYED SHEET NOTES DEMO DOOR, SIDELIGHT, FRAME, AND HARDWARE — TO BE STORED OR RELOCATED AND REINSTALLED WHERE APPLICABLE. VERIFY WITH BUILDING MANAGEMENT. FOR NEW DOOR LOCATIONS SEE, A.1A.2 OR DOOR SCHEDULE A.9.1 FOR MORE INFORMATION. UPPER CASEWORK TO REMAIN. DEMO ALL WALL MOUNTED BASEBOARD HEATERS AT EXPANSION SUITE. DEMO ALL WIRING BACK TO SOURCE. PATCH AND PREP REMAINING WALLS FOR NEW FINISHES. SEE SIDELIGHT SCHEDULE A.9.1 FOR EXTENT OF DEMOLITION AT NEW SIDELIGHT LOCATIONS. RELOCATE PHONE BOARD IN WAREHOUSE FARTHER DOWN WALL, PAST EXTENT OF DEMOLITION (±3'-0"). VERIFY FINAL LOCATION WITH TENANT/IT PERSONNEL. REMOVE WATER HEATER AT EXISTING RESTROOM FLOOR AND RELOCATE TO ABOVE EXISTING CEILING. VERIFY FINAL LOCATION WITH BUILDING MANAGEMENT. DEMO ALL WALL MOUNTED RACEWAYS, POWER OUTLETS AND CONDUIT. PATCH AND PREP REMAINING WALLS WHERE DEMO OCCURS FOR NEW FINISHES. DEMO EXPOSED WIRES/CABLING BACK TO SOURCE. PATCH AND PREP WALL FOR NEW FINISHES. REMOVE ALL FINISHES AT EXPANSION SUITE AND WAREHOUSE, UON. REMOVE CARPET AT NEW 1 HR CORRIDOR AND EXISTING CORRIDOR, SEE A.2D.1 FOR EXTENT OF NEW CARPET/FINISH LOCATIONS. PATCH AND PREP FOR NEW FINISHES. 10 PATCH AND PREP WALLS WHERE DEMO OCCURS, THROUGHOUT FOR NEW FINISHES. UON. 11 VERIFY USE OF EXISTING WALL VENT, IF IN USE, RELOCATE TO NEW LOCATION. IF ABANDONED, DEMO BACK TO SOURCE AS NEEDED. PATCH AND PREP WALL FOR NEW FINISHES. 12 EXISTING SECURITY AND IT EQUIPMENT TO BE RELOCATED. VERIFY EXISTING POWER REQUIREMENTS AND PROVIDE NEW TO MATCH AS NEEDED AT NEW LOCATION (TBD). COORDINATE WITH TENANT/IT PERSONNEL. 13 EXISTING SHEAR WALL TO BE REMOVED. REFER TO A.2A.1 FOR NEW LOCATION. REVIEWED FOR CODE COMPLIANCE APPROVED MAY 0 6 2016 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 19 2016 ERMIT CENTER Tenant: TRITON ANDOVER EXECUTIVE PARK 530 INDUSTRY DR. SUITE 530 TUKWILA, WA 98188 A Tenant Improvement for: SKB COMPANY ANDOVER EXECUTIVE PARK 617 INDUSTRY DR. TUKWILA, WA 98188 burgess design interiors 0 architecture 1326 Fifth Avenue . Suite 400. Seattle Washington 98101 T: (206) 587.7120 F: (206) 587.7122 All reproduction & intellectual property rights reserved c 2015 Professional seal No. Issue Description Date REVIEW SET 10.05.15 REVISED REVIEW SET 12.01.15 REVISED REVIEW SET 12.22.15 PERMIT SET 01.12.16 PERMIT REVISION SET 02.19.16 / L \ PERMIT REVISION SET 04.19.16 City Electronic Stamp Location Drawn by: JG Project Manager: RM Project No: 15-3405-00 DEMOLITION PLAN Original drawing is 24" x 36". Scale entities accordingly if reduced A.1.1 OFFICE 531 OFFICE 532 534 RESTROOM 533 TYP. RESTROOM 530 SHARED OFFICE 529 0to GARAGE DOOR GARAGE DOOR L J WAREHOUSE 534 • (L. E Dc/ SHARED OFFICE 525 1� RESTROOM RESTROOM 526 SHARED OFFICE 521 527 ORRIDO 523 F. BREAK 528 0 II J OFFICE 522 0 TECH 524 SHARED OFFICE 512 STORAGE 535 L J CONFERENCE 509 0 WAREHOUSE 536 0 V) 509,(. ;r MIN:. SYMBOL LEGEND f t EXISTING CONSTRUCTION TO REMAIN r t<< NEW INSULATED INTERIOR PARTITION CONSTRUCTION, PER DETAIL L/A.9.1 C=z=" NEW INTERIOR 1HR FIRE RATED PARTITION CONSTRUCTION, PER DETAIL A/A.9.1 NEW FULL HEIGHT PARTITION CONSTRUCTION AT WAREHOUSE, PER DETAIL J&K/A.9.1 f l NEW 1HR FIRE RATED FURRED PARTITION AT DEMISING WALL, PER DETAIL L A.9.2 "I NEW SHEAR WALL CONSTRUCTION, REFER TO DETAILS B & C/A.9.3 F.E.C. a PARTIAL HEIGHT SIDEUTE NEW OR EXISTING BUILDING STANDARD FIRE EXTINGUISHER CABINET EXISTING COLUMN 1HR RATED CORRIDOR AREA GENERAL CONSTRUCTION NOTES 1. REFER TO PROJECT NOTES FOR CONSTRUCTION REQUIREMENTS. 2. GENERAL CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF WORK. 3. ALL INTERIOR PARTITION, PENETRATIONS, AND OTHER OPENINGS IN THE BUILDING SHELL SHALL BE SEALED, GASKETED, OR WEATHER STRIPPED AS REQUIRED TO MEET PARTITION RATINGS. 4. WHERE PARTITION LAYOUT INTERSECTS EXISTING SHELL/CORE GYPSUM BOARD, REMOVE EXISTING CORNER BEADS AND OTHER ACCESSORIES, AUGN FACE OF PARTITIONS, TAPE & SAND SMOOTH FOR NEW FINISH. 5. PROVIDE PARTITION ANCHOR BRACKETS FOR ALL CASEWORK, FIXTURES, EQUIPMENT, & DEVICES MOUNTED ON OR ATTACHED TO PARTITIONS. 6. PARTITIONS ARE TO BE BUILDING STANDARD FLOOR TO CEILING PARTITIONS, UON. SEE TYPICAL WALL DETAIL SHEET FOR MORE INFORMATION. 7. DOORS AND CASED OPENINGS WITHOUT DIMENSIONS OR DETAILS ARE TO BE LOCATED 4" FROM ADJACENT WALL OR MATCH EXISTING SUITE STANDARD. 8. ALL WOOD USED IN INTERIOR FRAMING IS TO BE FIRE—RETARDENT TREATED WOOD WHEN BUILDING IS CONSTRUCTION TYPE I AND II. Tenant: TRITON ANDOVER EXECUTIVE PARK 530 INDUSTRY DR. SUITE 530 TUKWILA, WA 98188 A Tenant Improvement for: SKB COMPANY ANDOVER EXECUTIVE PARK 617 INDUSTRY DR. TUKWILA, WA 98188 KEYED SHEET NOTES 10 ALL NEW DOORS/FRAMES/SIDEUGHTS/HARDWARE TO MATCH SUITE STANDARD; PAINTED HOLLOW METAL FRAMES AND DOORS. REUSE DOORS/FRAMES/HARDWARE WHERE POSSIBLE. EXISTING WALLS WERE INSTALLED WITH TYPE "X" GWB. FIRE TAPE AND CAULK ALL EXISTING WALLS IN NEW 1 HOUR CORRIDOR. NEW ONE HOUR CORRIDOR: WALLS TO BE CONSTRUCTED AS 1HR FIRE RATED CONSTRUCTION. ALL EXISTING WALLS WILL HAVE X TREATMENT. SEE DETAIL J/A.9.1 OR ALTERNATE L/A.9.1 FOR DETAILS. NEW OPERABLE PARTITION: HUFCOR, UNISTRUT 632 PAIRED PANELS. 3" THICK, STC 41-45. FIELD VERIFY EXISTING COLUMNS AND STRUCTURAL BEAM LOCATIONS — IF BEAM IS TOO LOW FOR UNISTRUT ADJUST LOCATION AS NEEDED FOR CLEARANCE REQUIREMENTS. EXISTING COLUMN LOCATION TO BE VERIFIED, ADJUST WIDTH OF OPERABLE WALL AND OPENING AS REQUIRED. VERIFY FINAL LOCATION WITH BUILDING MANAGEMENT AND ARCHITECT PRIOR TO INSTALLATION. SEE DETAIL A/A.9.3 FOR REFERENCE. G.C. TO PROVIDE B/S 1" MINI BLINDS TO MATCH EXISTING AT ALL PERIMETER GLAZING LOCATIONS IF NOT EXISTING. burgess design interiors Q architecture 1326 Fifth Avenue. Suite 400.5ea tle Washington 98101 T:(206)587.7120 F:(2061587.7122 All reproduction & intellectual property rights reserved c 2015 Professional seal 021 NEW PARTITIONS AT WAREHOUSE TO MATCH EXISTING FINISH LEVEL INSIDE WAREHOUSE SPACE. VERIFY FINAL REQUIREMENTS WITH TENANT. PROVIDE BACKING IN WALL FOR TENANT PROVIDED FLATSCREENS. VERIFY FINAL LOCATIONS AND DIMENSIONS WITH TENANT/IT PERSONNEL. RANDALL ALAN MORGAN STATE OF WASHINGTON AT EXISTING DEMISING WALL PROVIDE FURRED PARTITION, PER DETAIL L/A.9.2 TO MEET 1HR FIRE RATING. WHERE UNABLE TO FURR AT ENTRY DOOR DUE TO DOOR SWING, (±4'-0") PROVIDE 2, TYPE "X" 5/8" GWB PANELS INSTEAD. PROVIDE INSULATION AT EXISTING WALL AS NEEDED TO MATCH NEW PARTITIONS, SEE L/A.9.1. FIELD VERIFY EXISTING CONDITIONS. WHERE PARTITION TERMINATES AT GLAZING, SEE DETAIL G/A.9.2 FOR MORE INFORMATION. REFER TO DETAIL D/A.9.3 FOR 1—HOUR WALL CONSTRUCTION WHERE WAREHOUSE WALL ABUTS WITH 1—HOUR CORRIDOR WALL. NEW 1'-6" SQ. X 1'-10" DP CONCRETE SPREAD FOOTING WITH (4) #4 EACH WAY, TYP. © ENDS OF NEW SHEAR WALLS, (4) LOCATIONS. EXISTING SHEAR WALL A A A.9.3 CONFERENCE 510 ALTERNATE PRICING <> UPGRADE ALL OFFICE DOORS TO TYPE B, GLASS PANEL INSET DOOR (SEE DOOR SCHEDULE, A.9.1). BO PROVIDE NEW 1HR CORRIDOR RATED DOOR AT OFFICE 521, IN LIEU OF RELOCATED OFFICE DOOR AS SHOWN ON PLAN. AT RELOCATED DOOR LOCATION, INFILL PARTITION AND PROVIDE FINISHES TO MATCH EXISTING. .1'H•R• RATED 'CORRIDOR- CORRIDOR • 51.1 .t. 06 O O ADA RESTROOM SUPPLY 519 SUPPLY 518 PO 1 IN SHARED OFFICE 5b5 STRO 505 517 L CORRIDOR 6'-0" 514 513 OFFICE 504 .RECEPTION SHARED OFFICE 516 SHARED OFFICE 515 OFFICE 503 J4 No. Issue Description Date REVIEW SET 10.05.15 REVISED REVIEW SET 12.01.15 REVISED REVIEW SET 12.22.15 PERMIT SET 01.12.16 Al i \ PERMIT REVISION SET 02.19.16 PERMIT REVISION SET 04.19.16 City Electronic Stamp Location Drawn by: JG Project Manager: RM Project No: 15-3405-00 CONSTRUCTION PLAN RECEIVED CITY OF TUKWILA CONSTRUCTION PLAN APR 19 2016 Original drawing is 24" x 36". Scale entities accordingly if reduced 0 1 6' 24' 1 /8„ = 1'_ 0" PERMIT CENTER A.2A.1 gille7r11 I= mill EMU/1% 1.11 L� li# GARAGE DOOR I INNIN EL.= 111111111 r himiiiisimim 11111.2=1 J... ES"Eg wig E. IF. 1 1111711L I rardillni 11111 Mi. GARAGE DOOR f� I I r L_ J II Jo 1111.....1.11111111111111.M e RIM INN=PIIN 1111111111M0111111111111111111111111111saw.1..11=111111=11111 IIIIImumnumum mom DEMO REFLECTED CEILING PLANer.4. qur 0 8' 16' 24' 1/8" = 1'- 0" RCP LEGEND SYMBOL DESCRIPTION/SPEC O EXISTING RECESSED CAN LIGHT TO REMAIN. EEE EXISTING CEILING MOUNT FLUORESCENT FIXTURE TO BE REMOVED. EXISTING RECESSED CAN LIGHT TO BE REMOVED. EXISTING SUSPENDED FLUORESCENT FIXTURE TO REMAIN. 0 EXISTING EXIT SIGN TO REMAIN. COORDINATE WITH CODE OFFICIAL. EXISTING SUSPENDED FLUORESCENT FIXTURE TO BE REMOVED. EXISTING EXIT SIGN TO BE REMOVED EXISTING 2' X 4' FLUORESCENT FIXTURE TO REMAIN. EXISTING SWITCH LOCATION. EXISTING 2' X 4' FLUORESCENT FIXTURE TO BE REMOVED. SWITCH LOCATION TO BE REMOVED. EXISTING 2' X 2' FLUORESCENT FIXTURE TO REMAIN. EXISTING CEILING VENT/FAN. I I I I I I I I I I EXISTING LINEAR WALL MOUNTED SCONCE EXISTING CEILING GRID TO BE REMOVED. GENERAL RCP SHEET NOTES ROUND WALL MOUNTED SCONCE TO BE REMOVED EXISTING GWB CEILING TO BE REMOVED. 1. REFER TO PROJECT NOTES FOR CONSTRUCTION REQUIREMENTS. 2. ARCHITECTURAL REFLECTED CEILING PLANS INDICATE TYPE AND LOCATION OF LIGHT FIXTURES REFER TO DESIGN BUILD ELECTRICAL DRAWINGS AND DESIGN BUILD LIFE SAFETY FOR COMPLETE REFLECTED CEILING PLAN DESIGN. 3. LIGHT SWITCHES ARE SHOWN FOR LOCATION AND DESIGN INTENT ONLY. REFER TO ELECTRICAL DESIGN BUILD FOR SPECIFIC LOCATION AND SWITCHING DIAGRAMS. 4. UNLESS NOTED OTHERWISE, MULTIPLE SWITCHES IN A SINGLE LOCATION SHALL BE GANGED IN A SINGLE BOX AND COVERED WITH A SINGLE COVERPLATE. 5. CLEAN, REPAIR OR REPLACE AS REQUIRED ALL EXISTING SUSPENDED CEILING GRID AND TILES EXISTING TO REMAIN. 6. HVAC CONTRACTOR TO CLEAN ALL EXISTING SUPPLY/RETURN GRILLS PRIOR TO COMPLETION OF PROJECT. 7. ELECTRICAL SUB—CONTRACTOR IS RESPONSIBLE FOR CONFIRMING THE COUNTS OF EXISTING FIXTURES TO BE RELOCATED. 8. ELECTRICAL SUB—CONTRACTOR IS RESPONSIBLE FOR PROVIDING CUT SHEETS TO DESIGNER FOR ALL FIXTURES DESIGNATED AS NEW. 9. PROVIDE EGRESS ILLUMINATION PER IBC 1006. CONTRACTOR IS RESPONSIBLE FOR DESIGN OF THIS SYSTEM UNDER THE DESIGN BUILD CONTRACT. VERIFY WITH BUILDING MANAGEMENT'S EXISTING SYSTEM AND PROVIDE FULL COMPLIANCE TO NEW TENANT SPACE. 10. THE MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BE LESS THAN 1 FOOT CANDLE (11 LUX) AT THE WALKING SURFACE. KEYED SHEET NOTES 1O DEMO GWB CEILING & CEILING MOUNTED LIGHT FIXTURES AT SUITE EXPANSION SPACE (WHERE NOTED ON PLAN) RESTROOMS TO REMAIN AS—IS. 2O DEMO EXISTING CEILING GRID AT NEW ONE HOUR CORRIDOR LOCATIONS. SEE A.2B.2 FOR FINAL LOCATIONS. REUSE & RELOCATE CEILING TILES AND LIGHT FIXTURES AS NEEDED. 0. AT NEW WAREHOUSE SPACE DEMO CEILING AS NEEDED TO MATCH TYPICAL WAREHOUSE CEILING TYPE. VERIFY FINAL REQUIREMENTS WITH TENANT. 4O VERIFY EXTENT OF EXISTING SOFFIT LOCATIONS. DEMO TO MINIMAL DIMENSION WHERE POSSIBLE. VERIFY FINAL DIMENSIONS WITH ARCHITECT AND BUILDING MANAGEMENT. REVIEWED FOR CODE COMPLIANCE APPROVED MAY 0 6 2016 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 19 2016 PERMIT CENTER Tenant: TRITON ANDOVER EXECUTIVE PARK 530 INDUSTRY DR. SUITE 530 TUKWILA, WA 98188 A Tenant Improvement for: SKB COMPANY ANDOVER EXECUTIVE PARK 617 INDUSTRY DR. TUKWILA, WA 98188 burgess design interiors 0 architecture 1326 Fifth Avenue . Suite 400. Seattle Washington 98101 T: (206) 587.7120 F: (206) 587.7122 All reproduction & intellectual property rights reserved c 2015 Professional seal TERED CHITECT RANDALL ALAN MORGAN STATE OF WASHINGTON No. Issue Description Date REVIEW SET 10.05.15 REVISED REVIEW SET 12.01.15 REVISED REVIEW SET 12.22.15 PERMIT SET 01.12.16 PERMIT REVISION SET 02.19.16 PERMIT REVISION SET 04.19.16 City Electronic Stamp Location Drawn by: ,JG Project Manager: RM Project No: 15-3405-00 DEMO REFLECTED CEILING PLAN Original drawing is 24" x 36". Scale entities occordingly if reduced .2B. 1 OFFICE OFFICE 531 1,4 532 r GARAGE DOOR R Q-� AR€D OFFICE 529 $ RR el 533 WAREHOUSE 534 I I REAL 528 535 ST 535 �l RR® ®RR -art R INT IMO b. L_ GARAGE DOOR J WAREHOUSE 536 0 4110. 0 ®ADA ESTROO 517 SHARE OFFICE 516 SUP LY 51 8 CO'RRIDOR 514 REFLECTED CEILING PLAN SH RED OFFICE 513 HARED OFFICE 515 KEYED SHEET NOTES RCP LEGEND O1 NEW CEILING GRID, ACT AND LIGHT FIXTURES TO MATCH SUITE STANDARD AND HEIGHT AT NEW EXPANSION SPACE. REUSE ACT AND LIGHT FIXTURES WHERE POSSIBLE. O PATCH AND PAINT CEILING GRID WHERE DEMO OCCURS, FOR "LIKE NEW" APPEARANCE. ALLOW FOR 10% OF EXISTING CEILING TILES AND LIGHT FIXTURES TO BE REPLACED TO MATCH EXISTING WHERE DAMAGED AND WHERE DEMO OCCURS. O PROVIDE ADEQUATE VENTILATION IN SPACES WITH INTERNAL HEAT LOAD FORM AND EQUIPMENT AND ABOVE STANDARD OCCUPANT LOAD. SYMBOL DESCRIPTION/SPEC EXISTING SUSPENDED FLUORESCENT FIXTURE TO REMAIN. N NEW 6" RECESSED CAN LIGHT W/1 HR LIGHT ENCLOSURE. USE E.Z. BARRIER 1HR #16-24-9 OR APPROVED EQUAL. FIXTURE IS SOLD SEPARATELY. R RELOCATED SUSPENDED FLUORESCENT FIXTURE. 0 EXISTING RECESSED CAN LIGHT TO REMAIN. EXISTING 2' X 4' FLUORESCENT FIXTURE TO REMAIN. EXISTING EXIT SIGN TO REMAIN. COORDINATE WITH CODE OFFICIAL. N/R NEW OR RELOCATED 2' X 4' FLUORESCENT FIXTURE. MATCH SUITE STANDARD. EXISTING SWITCH LOCATION. REVIEWED FOR CODE COMPLIANCE APPROVED MAY 0 6 2016 City of Tukwila BUILDING DIVISION EXISTING 2' X 2' FLUORESCENT FIXTURE TO REMAIN. EXISTING CEILING VENT/FAN. EXISTING LINEAR WALL MOUNTED SCONCE N NEW LIGHT SWITCH LOCATION. rt EXISTING WALL MOUNTED SCONCE N NEW EXIT SIGN TO MATCH SUITE STANDARD. COORDINATE FINAL LOCATION WITH CODE OFFICIAL. NEW 1 HR CORRIDOR CEILING SYSTEM, SEE DETAIL A/A.9.1. PAINT P-4. NEW CEILING GRID AND TILE TO MATCH EXISTING SUITE STANDARD AT EXPANSION SPACE. SEE DETAILS M/A.9.2 GENERAL RCP SHEET NOTES 1. REFER TO PROJECT NOTES FOR CONSTRUCTION REQUIREMENTS. 2. ARCHITECTURAL REFLECTED CEILING PLANS INDICATE TYPE AND LOCATION OF LIGHT FIXTURES REFER TO DESIGN BUILD ELECTRICAL DRAWINGS AND DESIGN BUILD LIFE SAFETY FOR COMPLETE REFLECTED CEILING PLAN DESIGN. 3. LIGHT SWITCHES ARE SHOWN FOR LOCATION AND DESIGN INTENT ONLY. REFER TO ELECTRICAL DESIGN BUILD FOR SPECIFIC LOCATION AND SWITCHING DIAGRAMS. 4. UNLESS NOTED OTHERWISE, MULTIPLE SWITCHES IN A SINGLE LOCATION SHALL BE GANGED IN A SINGLE BOX AND COVERED WITH A SINGLE COVERPLATE. 5. CLEAN, REPAIR OR REPLACE AS REQUIRED ALL EXISTING SUSPENDED CEILING GRID AND TILES EXISTING TO REMAIN. 6. HVAC CONTRACTOR TO CLEAN ALL EXISTING SUPPLY/RETURN GRILLS PRIOR TO COMPLETION OF PROJECT. 7. ELECTRICAL SUB—CONTRACTOR IS RESPONSIBLE FOR CONFIRMING THE COUNTS OF EXISTING FIXTURES TO BE RELOCATED. 8. ELECTRICAL SUB—CONTRACTOR IS RESPONSIBLE FOR PROVIDING CUT SHEETS TO DESIGNER FOR ALL FIXTURES DESIGNATED AS NEW. 9. PROVIDE EGRESS ILLUMINATION PER IBC 1006. CONTRACTOR IS RESPONSIBLE FOR DESIGN OF THIS SYSTEM UNDER THE DESIGN BUILD CONTRACT. VERIFY WITH BUILDING MANAGEMENT'S EXISTING SYSTEM AND PROVIDE FULL COMPLIANCE TO NEW TENANT SPACE. 10. THE MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BE LESS THAN 1 FOOT CANDLE (11 LUX) AT THE WALKING SURFACE. LIGHTING SUMMARY 2012 Washington State Nonresidential Energy Code Compliance Form Interior Lighting Summary LTG—SUM 11-2013 Project Info Project Address: TRITON Date 01.12.16 530 INDUSTRY DRIVE, SUITE 530 For Building Department Use TUKWILA, WA 98188 Applicant Name: BURGESS DESIGN INC. Applicant Address: 1326 FIFTH AVENUE, #400, SEATTLE, WA 98101 Applicant Phone: 206 587 7120 Project Description 0 New Building ❑ Addition ® Alteration ❑ Plans Included Lighting Complaince Path ® Lighting Power Density Calculations ❑ Total Building Performance (If Total Building Performance then only LGT—CHK is required) Lighting Power Allowance Method Izi Building Area Method ❑ Space—By—Space Method Interior Lighting System Description Briefly describe lighting system type and features Reusing/relocating existing lights and providing new to match. Provide new 1hr rated ceiling at corridor. Original Lighting Calc: ±8.394 Watts. New Lighting Calc: ±8.084. Removal of 330 Watts, Alterations, Renovations and Repairs (C101.4.3.1) 0 60% or more of luminaries in space replaced Provide Building Area Method (LTG—INT—BL)) or Space—By—Space Method (LTG—INT—SPACE) Compliance Form. Document maximum allowed wattage within the lighting retrofit space in Maximum Allowed Wattage table and proposed (including existing) lighting wattage in Proposed Wattage table. Retrofit and non—retrofit spaces shall be documented separately using multiple forms. ® Less than 60% of luminaries in space replaced Provide separate Space—By—Space Method (LTG—INT—SPACE) Compliance Form for this retrofit area. Document existing total wattage within the lighting retrofit space in cell provided in the Maximum Allowed Wattage table. Document proposed (including existing) lighting wattage in proposed Wattage table. Interior Display Lighting —Space—by—Space LTG—INT DISPLAY Specify Compliance Method on LGT—SUM Location (floor/room no.) Retail Display Area Type* Allowed Watts per S.F.** Gross Interior Area in S.F. Watts Allowed (watts/sgft x area) SUITE 530 B OFFICE 0.90 7,949 7,154 • Only retail sales areas that meet the requirements defined in Table C405.5.2(2) footnote A Total may be entered here. 7,949 7,154 •* Wattages per Table C405.5.2(2) footnote A ++Display light allowance per footnote A calculation Specify Compliance Method on LGT—SUM Only separately controlled display fixtures independent of general lighting area per Table C405.5.2(2) footnote A may be entered here Display Area Location (floor/room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed B OFFICE SUITE 530 2X4 FLUORESCENT FIXTURE 65 96 6240 B OFFICE SUITE 530 2X2 FLUORESCENT FIXTURE 8 64 512 B OFFICE SUITE 530 SUSPENDED FLUORESCENT FIXTURE 21 32 672 B OFFICE SUITE 530 RECESSED CAN LIGHT 17 32 544 Total Proposed Watts Notes: 7,968 1. For proposed Display Fixture Description, indicate fixture type, lamp type (e.g. T-8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. 2. For proposed Watts/Fixture, use manufacturers listed maximum input wattage of the fixture (not simply the lamp wattage) and other criteria as specified in Section C405.5.1. For line voltage track lighting, list the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable, the wattage of current limiting devices or of the transformer. For low voltage track lighting list the transformer rated wattage. 3. List all display fixtures. RECEIVED CITY OF 'TUKWILA APR 19 2016 PERM , CENTER Tenant: TRITON ANDOVER EXECUTIVE PARK 530 INDUSTRY DR. SUITE 530 TUKWILA, WA 98188 A Tenant Improvement for: SKB COMPANY ANDOVER EXECUTIVE PARK 617 INDUSTRY DR. TUKWILA, WA 98188 et, burgess design interiors 0 architecture 1326 Fifth Avenue . Suite 400. Seattle Washington 98101 T: (206) 587.7120 F: (2C6) 587.7122 All reproduction & intellectual property rights reserved c 2015 Professional seal No. Issue Description Date REVIEW SET 10.05.15 REVISED REVIEW SET 12.01.15 REVISED REVIEW SET 12.22.15 PERMIT SET 01.12.16 PERMIT REVISION SET 02.19.16 PERMIT REVISION SET 04.19.16 City Electronic Stamp Location Drawn by: JG Project Manager: RM Project No: 15-3405-00 REFLECTED CEILING PLAN Original drawing is 24" x 36". Scale entities accordingly if reduced RESTROOM 533 . RESTROOM N STORAGE SHARED OFFICE sec SHARED OFFICE PW siN." 525 OFFICE /V\ P\ ORRIDO SHARED OFFICE +60 CONFERENCE +60 OFFICE OFFICE RESTROOM CORRIDOR F.E. SUPPLY ESTROOM SUPPLY CORRIDOR RECEPTION 502 C*1 OFFICE SHARED OFFICE SHARED OFFICE POWER/DATA PLAN 0 8' 16' 24' 1 /8" = 1,_ 0" VE IBULE 501 CR WALL MOUNTED DEVICES SYMBOL DESCRIPTION EXISTING TO REMAIN DUPLEX OUTLET ( # DENOTES MOUNTING HT IN INCHES) JUNCTION BOX la VOICE & DATA COMBINATION OUTLET. (MUD RING AND PULL STRING) CR ACCESS CONTROL SYSTEM VERIFY TYPE WITH TENANT AND SYSTEM REQUIREMENTS (BY TENANT) WITH TENANT AND BUILDING MANAGEMENT. PROVIDE JUNCTION BOX IN WALL FOR TENANT SUPPLIED FURNITURE WHIP. VERIFY BEST LOCATION. VERIFY POWER/DATA REQUIREMENTS FOR EA. WORKSTATION WITH TENANT AND FURNITURE SUPPLIER. GENERAL ELECTRICAL NOTES REFER TO PROJECT NOTES FOR CONSTRUCTION REQUIREMENTS. ELECTRICAL SUB—CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE WORKING CONDITION OF ALL EXISTING OUTLETS NOTED TO REMAIN. ALL OUTLETS SHOWN ARE APPROXIMATE. DUE TO HIDDEN CONDITIONS ADDITIONAL P/P/D MAY EXIST BUT NOT BE REFLECTED ON THE PLANS. 4 FURNITURE SHOWN FOR INTENT ONLY, FINAL LOCATION OF FURNITURE AND OUTLETS TO BE COORDINATED WITH TENANTS FURNITURE VENDOR. VERIFY ELECTRICAL AND VOICE/DATA REQUIREMENTS WITH TENANT. 5. UNLESS DIRECTED OTHERWISE, ALL VOICE/DATA CABLING AND EQUIPMENT ASSOCIATED WITH VOICE/DATA SERVICE INCLUDING WORK FROM BUILDING/FLOOR D— MARK TO SERVER ROOM SHALL BE FURNISHED AND INSTALLED BY TENANT. 6. FURNITURE VENDOR TO VERIFY ALL POWER AND DATA LOCATIONS AND HOW THEY INTERFACE WITH FURNITURE. VENDOR TO VERIFY ALL CRITICAL DIMENSIONS. G.C. TO COORDINATE VENDOR'S FIELD VERIFICATION OF ALL FURNITURE DIMENSIONS. KEYED SHEET NOTES PROVIDE NEW CARD READERS AT ALL ENTRY DOOR LOCATIONS (4 TOTAL) VERIFY SECURITY REQUIREMENTS AT EACH DOOR. VERIFY IF CARD READER AT MAIN ENTRY IS TO BE AT VESTIBULE OR ENTRY DOOR. TENANT PROVIDED FLATSCREEN MONITOR AT CONFERENCE ROOMS. PROVIDE POWER/DATA/J—BOX — VERIFY ALL REQUIREMENTS WITH TENANT/IT PERSONNEL. REVIEWED FOR CODE COMPLIANCE. APPROVED MAY 0 6 2016 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 19 2016 PERMIT CENTER Tenant: TRITON ANDOVER EXECUTIVE PARK 530 INDUSTRY DR. SUITE 530 TUKWILA, WA 98188 A Tenant Improvement for: SKB COMPANY ANDOVER EXECUTIVE PARK 617 INDUSTRY DR. TUKWILA, WA 98188 burgess design interiors 0 architecture 1326 Fifth Avenue . Suite 400. Seat le Washington 98101 T: (206) 587.7120 F: (2061587.7122 All reproduction & intellectual property rights reserved c 2015 Professional seal RANDALL ALAN MORGAN STATE OF WASHINGTON No. Issue Description REVIEW SET REVISED REVIEW SET REVISED REVIEW SET PERMIT SET Date 10.05.15 12.01.15 12.22.15 01.12.16 PERMIT REVISION SET 02.19.16 PERMIT REVISION SET 04.19.16 City Electronic Stamp Location Drawn by: JO Project Manager: RM Project No: 15-3405-00 POWER & DATA PLAN Original drawing is 24" x 36 Scale entities accordingly if reduced .2C.1 GARAGE DOOR GARAGE DOOR OFFICE WAREHOUSE SHARED OFFICE RESTROOM 533 RESTROOM 530 WAREHOUSE STORAGE SHARED OFFICE OFFI E ORRIDO SHARED OFFICE FFICE OFFICE SHARED OFFICE TROOM ADA RESTROOM SUPPLY SHARED OFFICE CORRIDOR OFFICE R ' PTIO SHARED OFFICE SHARED OFFICE E TIBUL FINISH PLAN FINISH SPECIFICATIONS SYMBOL MANUFACTURER DESCRIPTION BASE B-1 ROPPE 4"h COVED RUBBER BASE. COLOR: CHARCOAL 128 CARPET CPT -1 SHAW FIELD CARPET STYLE: DIVIDE, COLOR: MAGNETIC 65504 STYLF: INSTALLED: MATCH EXISTING VINYL COMPOSITION TILE VCT -1 ARMSTRONG 12" X 12" STANDARD EXCELON 1/4 TURNED. COLOR: BLACK TRANSITION STRIP: MATCH EXISTING PAINT P-1 SHERWIN WILLIAMS GWB EGGSHELL FINISH - FIELD PAINT COLOR: EXTRA WHITE SW7006 P-2 MATCH EXISTING GWB EGGSHELL FINISH - ACCENT PAINT COLOR: MATCH EXISTING - TBD P-3 SHERWIN WILLIAMS DOOR/FRAME SEMI -GLOSS FINISH *AT NEW DOORS/ COLOR: CEILING BRIGHT WHITE SW7007 FRAMES/SIDELIGHTS P-4 SHERWIN WILLIAMS GWB FLAT FINISH - 1 HR CORRIDOR CEILING COLOR: EXTRA WHITE SW7006 P-5 SHERWIN WILLIAMS GWB SEMI -GLOSS FINISH - RESTROOM PAINT COLOR: EXTRA WHITE SW7006 LUXURY VINYL TILE LVr-1 TBD FINAL SPEC: TBD, SIZE: TBD. *ALTERNATE FOR VESTIBULE FLOORING VINYL SHEET FLOORING *AT EXPANSION RESTROOMS VS -1 ARMSTRONG STYLE: CONNECTION, COLOR: OTTER BEIGE 88717 PLASTIC LAMINATE *AT EXPANSION RESTROOMS PL -1 WILSONART PLASTIC LAMINATE VERTICAL SURFACES LAMINATE COLOR: SHADOW ZEPHYR 4857-60 GENERAL FINISH NOTES 1. PROVIDE B-1 THROUGHOUT, UON. 2. PROVIDE P-1 THROUGHOUT, UON. 3. PROVIDE CPT -1 THROUGHOUT, UON. 4. REFER TO ELEVATIONS AND DETAIL SHEETS. 5. CENTER TRANSITION BETWEEN MATERIALS UNDER DOOR PER DETAILS. 6. ALL NEW FINISHES TO MATCH TENANT'S CURRENT FINISH SELECTION - THIS BECOMES SUITE STANDARD. THIS INCLUDES; CARPET, RUBBER BASE, VCT, WALL PAINT, DOORS, FRAMES, HARDWARE, CEILING GRID, ACT AND LIGHT FIXTURES. KEYED SHEET NOTES NEW BREAK ROOM VCT TO ALIGN WITH EXISTING PATTERN/LAYOUT. POLISH/WAX ENTIRE ROOM FOR "LIKE NEW" APPEARANCE. PROVIDE NEW CARPET TO MATCH EXISTING AT EXPANSION SPACE, 1HR CORRIDOR, EXISTING CORRIDOR AND PATCHING WHERE DEMO OCCURS - SEE PLAN FOR LOCATIONS. NEW CARPET TO MATCH/ALIGN EXISTING SEAMING/LAYOUT. VERIFY FINAL LOCATIONS WITH TENANT PRIOR TO INSTALLATION. PROVIDE NEW PAINT AT LOCATIONS WHERE DEMO OCCURS, NEW CONSTRUCTION AND THROUGHOUT EXPANSION SUITE. AT ROOMS WHERE DEMO HAS OCCURRED, PROVIDE NEW PAINT THROUGHOUT ROOM TO MATCH EXISTING. VERIFY FINAL ROOMS/LOCATIONS WITH TENANT & ARCHITECT PRIOR TO PAINTING. VERIFY TO REMOVE EXISTING FLOOR AND WALL FINISHES AT EXPANSION SPACE RESTROOMS, TO PROVIDE NEW FIELD PAINT AND BUILDING STANDARD COVED SHEET VINYL AND P -LAM WAINSCOT. ALL FIXTURES TO REMAIN AS -IS. VERIFY WITH BUILDING MANAGEMENT. ALTERNATE PRICING . PROVIDE UPGRADE TO LVT-1 AT VESTIBULE IN LIEU OF CPT -1. FINAL SPEC: TBD. REVIEWED FOR CODE COMPLIANCE APPROVEL MAY 0 6 2016 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 19 2016 PERMIT CENTER Tenant: TRITON ANDOVER EXECUTIVE PARK 530 INDUSTRY DR. SUITE 530 TUKWILA, WA 98188 A Tenant Improvement for: SKB COMPANY ANDOVER EXECUTIVE PARK 617 INDUSTRY DR. TUKWILA, WA 98188 C , burgess design interiors ® architecture 1326 Fifth Avenue . Suite 400. Seattle Washington 98101 T: (206) 587.7120 R(206)597.7122 All reproduction Sc intellectual property rights reserved c 2015 Professional seal No. Issue Description Date REVIEW SET 10.05.15 REVISED REVIEW SET 12.01.15 REVISED REVIEW SET 12.22.15 PERMIT SET 01.12.16 PERMIT REVISION SET 02.19.16 PERMIT REVISION SET 04.19.16 City Electronic Stamp Location Drawn by: JG Project Manager: RM Project No: 15-3405-00 FINISH FLOOR PLAN Original drawing is 24" x 36". Scale entities accordingly if reduced A.2D.1 00 ® CEILING: RATING NO.: NER-258 WALL: BXUV.U419 FIRE RESISTANCE RATINGS: ANSI/UL 263 U CEILING RUNNERS, "J" SHAPED, 2—h" MIN. WIDE WITH UNEQUAL LEGS OF 1 & 2" IN., FABRICATED FROM 24 MSG GALV STEEL POSITION RUNNERS WITH SHORT LEG TOWARD FINISH SIDE OF WALL. RUNNERS ATTACHED TO STRUCTURAL SUPPORTS WITH STEEL FASTENERS LOCATED NOT GREATER THAN 2 IN. FOR ENDS AND NOT GREATER THAN 24" O.C. O STEEL STUDS—'C—H" SHAPED STUDS, 242 IN. WIDE BY 1—Y2 IN. DEEP, FABRICATED FROM 25 MSG GALV. STEEL, SPACED 24 IN OC. VERTICALLY RESTRAINED WALLS REQUIRE STUDS TO BE CUT 3A IN. LESS THAN FLOOR TO CEILING HEIGHT 2 1/2" MIN. 25 GA. UP TO 6'-7" MAX. 2 1/2" MIN. 20 GA. 6'-8" — 10'-5" MAX. WALLBOARD GYPSUM* 1 IN. THICK GYPSUM WALLBOARD LINER PANELS, SUPPLIED IN 24 IN. OR 600 MM WIDTHS. VERTICAL EDGES INSERTED IN "H" SHAPED SECTION OF "C—H" STUDS. FREE EDGE OF OF END PANELS ATTACHED TO LONG LEG OF "J" RUNNERS WITH 1-9i IN. LONG TYPE S SELF DRIWNG, SELF TAPPING BUGLE HEAD STEEL SCREWS SPACED NOT GREATER THAN 12 IN. O.C. 0 WALLBOARD GYPSUM* IN. THICK, 4 FT WIDE GYPSUM WALLBOARD APPLIED VERTICALLY AND ATTACHED TO STUDS WITH 1 IN. LONG TYPE S SELF DRILLING, SELF TAPPING BUGLE HEAD STEEL SCREWS SPACED NOT GREATER THAN 24 IN. O.C. O BATTS AND BLANKETS—PLACED TO FILL INTERIOR OF STUD CAVITY, 1—Yz IN. MIN THICKNESS. * BEARING THE UL CLASSIFICATION MARKING 2 1/2" 20 GA. STUDS ® 24" O.C. 0 POWDER DRIVEN FASTENERS © 24" O.C. FIRE SEALANT C—T OR I STUD, 24" O.C. MAXIMUM. 1HR RATED WALL/CEILING ASSEMBLY 0" 4" 8" 12" 1/2" EXISTING CEILING OFFICE SPACE C VAPOR RETARDANT PRIMER MOISTURE BARRIER BOTTOM OF STRUCTURE SEALANT ATTACH GWB TO METAL STUDS LONG LEG TOP TRACK METAL TOP TRACK FASTENER c, 24" O.C. TO EXISTING WOOD ROOF STRUCTURE WAREHOUSE SPACE 5/8" OSB (UP TO 8'-0" A.F.F.) OVER R-10 CONTINUOUS RIGID INSULATION (GWB ® RESTROOMS) NEW R-13 BATT INSULATION 3 5/8" X 20 GA. (33 MILS) METAL STUDS STUDS ® 24" OC, TO 14'-9" MAX. HEIGHT INSULATION UON ON PLANS POWDER DRIVEN FASTENER © 24"oc MET RUNNER TRACK SEALANT CONCRETE SLAB NON -RATED FLOOR TO DECK INSULATED PARTITION 3" = Y—v' 0" 4„ 8" 12" SIDELIGHT/GLAZING TYPES METAL FRAME TO MATCH EXISTING. PAINT TO MATCH SUITE STANDARD. GLAZING AS SCHEDULED. PAPER CORNER REINFORCEMENT, TYP. ACOUSTIC INSULATION AS REQUIRED METAL STUDS 5/8" GYP. BOARD PARTITION INTERSECTION DETAIL WIDTH WIDTH METAL FRAME TO MATCH EXISTING. PAINT TO MATCH SUITE STANDARD. GLAZING AS SCHEDULED; FIRE LITE GLAZING; PREMIUM POLISHED GRADE; GLASS AREA IS WITHIN 3,325 SQUARE INCH, WHICH IS MANUFACTURES LIMIT ON PANEL AREA DOOR & HARDWARE GENERAL NOTES 1. SEE BUILDING STANDARD FOR HARDWARE SPECIFICATIONS FOR HARDWARE, TYPES AND INSTALLATION. 2. DOOR WIDTH & HEIGHT ARE NOMINAL DIMENSIONS FROM JAMB TO JAMB AND FINISH FLOOR TO BOTTOM OF FRAME HEAD. REFER TO SPECIFICATIONS FOR CLEARANCES. 3. DOUBLE DOOR NOMINAL WIDTH INDICATES 2 DOOR LEAVES OF EQUAL WIDTH, U.O.N. 4. DOOR CONSTRUCTION SHALL PROVIDE ATTACHMENT OF ALL HARDWARE WITHOUT THROUGH — BOLTS. 5. DOOR / HARDWARE SHALL COMPLY WITH ALL APPLICABLE IBC & ACCESSIBILITY REQUIREMENTS. HARDWARE GROUP HARDWARE GROUP HARDWARE *ALL NEW TO MATCH EXISTING HARDWARE TYPES AND FINISHES. REMARKS GROUP 1 EXISTING HARDWARE GROUP 2 SINGLE, LOCKSET WITH ACCESS CONTROL RATED GROUP 3 SINGLE, PASSAGE LATCHSET 1HR RATED GROUP 4 SINGLE, OFFICE LOCKSET 1HR RATED WIDTH DOOR/SIDELIGHT FRAME ASSEMBLY & GLAZING — 45MIN RATED. GROUP 5 SINGLE, STOREROOM LOCKSET 1HR RATED METAL FRAME TO MATCH EXISTING. PAINT TO MATCH SUITE STANDARD. GROUP 6 SINGLE, PRIVACY LOCKSET 1HR RATED GLAZING AS SCHEDULED 3" = 1'-0" GROUP 7 SINGLE, PASSAGE LATCHSET WITH HOLD OPEN CLOSER 1HR RATED 1 STOREROOM FUNCTION LOCKSET 4 HINGES 1 ELECTRIC STRIKE 1 FLOOR—MOUNTED DOOR STOP 1 DOOR CLOSER 1 SMOKE SEAL 1 PASSAGE LATCHSET 4 HINGES 1 WALL—MOUNTED DOOR STOP 1 CLOSER 1 OFFICE FUNCTION LOCKSET 4 HINGES 1 WALL—MOUNTED DOOR STOP 1 CLOSER ACCESS CONTROL SYSTEM (BY OTHERS) SYSTEM SHALL COMPLY WITH INTERNATIONAL BUILDING CODE SECTION 1008.1.9.8 AND ANY LOCAL REQ. SEE SPECIAL NOTE FOR ACCESS CONTROL FOR MORE INFORMATION 1 STOREROOM FUNCTION LOCKSET 4 HINGES 1 WALL—MOUNTED DOOR STOP 1 CLOSER 1 PRIVACY FUNCTION LOCKSET 4 HINGES 1 WALL—MOUNTED DOOR STOP 1 CLOSER 1 PASSAGE LATCHSET 4 HINGES 1 WALL—MOUNTED DOOR STOP 1 HOLD OPEN CLOSER PRIVACY FUNCTION LOCKSET SHALL HAVE OCCUPANCY SENSOR LCN 4040SE FIRE SAFETY DOOR CLOSER/HOLD OPEN OR APPROVED EQUAL Tenant: TRITON ANDOVER EXECUTIVE PARK 530 INDUSTRY DR. SUITE 530 TUKWILA, WA 98188 A Tenant Improvement for: SKB COMPANY ANDOVER EXECUTIVE PARK 617 INDUSTRY DR. TUKWILA, WA 98188 • •' burgess design interiors 0 architecture 1326 Fifth Avenue . Suite 400. Seattle Washington 98101 T: (206) 587.7120 R(206)587.7122 All reproduction & intellectual property rights reserved c 2015 0" 4" 8" 12" DOOR SCHEDULE WIDTH DOOR *ALL NEW TO MATCH EXISTING DOOR/FRAME; TYPE, SIZE, FINISHES 1/2" AT ONE HOUR CORRIDOR REFER TO A/9.1 FOR SIMILAR ONE—HOUR CEILING DETAIL EXISTING CEILING OFFICE SPACE VAPOR RETARDANT PRIMER MOISTURE BARRIER 1/4" V BOTTOM OF STRUCTURE SEALANT ATTACH GWB TO METAL STUDS LONG LEG TOP TRACK METAL TOP TRACK FASTENER ® 24" O.C. TO EXISTING WOOD ROOF STRUCTURE WAREHOUSE SPACE NEW R-21 BATT INSULATION 2"X6" WOOD STUDS ©16" OC. VERFY FAIT. 1 LAYER 5/8" TYPE "X" GYP. BD. EA. SIDE OF METAL STUDS ATTACHED W/ #6 SCREWS © 12" O.C. MAX. INSULATION UON ON PLANS POWDER DRIVEN FASTENER © 24"oc MET RUNNER TRACK SEALANT CONCRETE SLAB *ALTERNATE OPTION - NON -RATED FLOOR TO DECK INSULATED PARTITION BOTTOM OF STRUCTURE I-- 2"X2"X12" LEG AT STRUCTURE — APOWDER DRIVEN FASTENERS PER BRACE OR OTHER APPROVED METHOD 11111111111111111111111111111111111111111111111111111111 pprio A.10 PLENUM HEIGHT OF 5'-0" OR LESS 2 1/2"x25 GA METAL STUD BRACING ® 8'-0" OC TO STRUCTURE DIRECTION ALTERNATE. PARTITIONS PERPENDICULAR TO PARTITION ACT AS BRACE PLENUM OF 5'-0" TO 10'-0" SHALL USE NESTED OR BACK TO BACK 3-1/2" 25 GA. STEEL STUDS. ABOVE 10'-0" OR PLENUM. CONTACT ARCHITECT FOR ADDITIONAL INFORMATION. MAX PARTITION WEIGHT 151bs./P.S.F. SUSPENDED CEILING AS SCHEDULED VERIFY B/S HEAD CONDITION 3/8" CONT. FOAM SOUND ISOLATION TAPE TAPEABLE MET. TOP TRACK ATTACHED TO BRACING W/2 SELF—TAPPING SM. SCREWS 48"oc, AND 3/4" PIPE SLEEVES PROVIDE BATT INSULATION WHERE PART. TYPE IS INSULATED. PROVIDE AS KEYNOTED. 2 1/2" X 25 GA (18 MILS) METAL STUDS © 24" OC, TO 10'-7" MAX. HEIGHT. LAYER 5/8" TYPE "X" GYP. BD. EA. SIDE OF METAL STUDS ATTACHED W/ #6 SCREWS ® 12" O.C. MAX. POWDER DRIVEN FASTENER ® 24" OC MET. RUNNER TRACK SEALANT CONCRETE SLAB NON -RATED FLOOR TO CEILING PARTITION 3"=1-0 501 503 504 506 507 508 509 510 512 513 514 519 520 521 523 534 537 3'-0" M.E. B 2 HM 3'-0" M.E. C 4 HM 20 3'-0" 3'-O" 3'-0" 3'-0" 3'-0" M.E. M.E. M.E. M.E. C C 4 6 HM HM 20 20 PROVIDE PRIVACY LOCKSET C C 4 4 HM HM 20 20 M.E.. C 3 HM 20 3'-0" Professional seal M.E. C 3 HM 20 3'-0" M.E. C 4 HM 20 3'-0" M.E. C 4 HM 20 3'-0" M.E. C 7 HM 20 3'-0" M.E. C 5 HM 20 3'-0" M.E. C 4 HM 20 3'-0" M.E. A HM RELOCATE EXISTING DOOR/FRAME/HARDWARE 3'-0" 3'-0" M.E. M.E. C 7 A HM HM 20 3'-0" M.E. A 3 HM 20 RELOCATE EXISTING DOOR/FRAME/HARDWARE INSULATED DOOR —U 0.37 MIN DOOR TYPES A HOLLOW METAL FRAME TO MATCH EXISTING. PAINT TO MATCH SUITE STND. METAL DOOR TO MATCH EXISTING. PAINT TO MATCH SUITE STND. 1/4" TEMPERED GLASS INSERT WIDTH REVIEWED FOR CODE COMPLIANCE APPROVED MAY 0 6 2016 WIDTH DOOR/SIDELIGHT FRAME ASSEMBLY — 45MIN RATED. DOOR — 20MIN RATED HOLLOW METAL FRAME TO MATCH EXISTING. PAINT TO MATCH SUITE STND. METAL DOOR TO MATCH EXISTING. PAINT TO MATCH SUITE STND. City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 1 9 2016 PERMIT CENTER SIDELIGHT/GLAZING SCHEDULE *ALL NEW TO MATCH EXISTING SIDELIGHT: TYPE, SIZE, FINISHES A 1/4" TEMPERED ATCH EXIST SIZE/FINISHES No. Issue Description REVIEW SET REVISED REVIEW SET REVISED REVIEW SET PERMIT SET Date 10.05.15 12.01.15 12.22.15 01.12.16 A PERMIT REVISION SET 02.19.16 PERMIT REVISION SET 04.19.16 City Electronic Stamp Location Drawn by: JG Project Manager: RNA Project No: 1 5-3405— 00 DOOR SCHEDULE / SIDELIGHT SCHEDULE / DETAILS Original drawing is 24" x 36". Scale entities accordingly if reduced B/S FIRE UTE GLASS 12" 1/4" TEMPERED 1/4" TEMPERED A.9.1 m 6" DEVICES SHOWN STACKED IN PLAN ARE TO ALIGN VERT. AS SHOWN BELOW AT LOCATION AS DIMENSIONED ON PLAN; OR NEXT TO DOOR / OPENING AS DIMENSIONED BELOW FIRE ALARM STROBE FRAME WHERE OCCURS ROOM SIGNAGE, ETC. THERMOSTAT, IF CONTROLLER LIGHT & PROJECTION SCREEN SWITCHES, WALL MOUNTED OCCUPANCY SENSOR CARD READER WHERE OCCURS HARDWARE LATCH TELEPHONE OUTLET FINISHED FLOOR ELECTRICAL OUTLET 1. LOCATE SWITCHPLATES, ELECTRICAL AND TELEPHONE WALL OUTLETS AT NEAREST STUD FROM SCALED LOCATION ON PLAN, UNLESS SPECIFICALLY DIMENSIONED ON PLAN, ELEVATION, OR LOCATION AS PER DIAGRAM ABOVE. 2. CENTER FIRE ALARM STROBES DIRECTLY ABOVE FIRE EXTINGUISHER CABINETS WHERE BOTH OCCUR. 3. DETAIL IS SCHEMATIC IN NATURE AND ADA COMPLIANCE MAY BE ACHIEVED WITHIN A RANGE. VERIFY WITH ARCHITECT IF QUESTIONS. 4. IN AREAS WHERE ACCESS FLOOR HAS BEEN REMOVED; VERIFY WITH BUILDING MANAGEMENT AND TENANT WHETHER DEVICES SHOULD BE ALTERED TO STANDARD HEIGHTS. LIGHT SWITCHES MUST BE LOWERED TO ADA COMPLIANT HEIGHTS. A GENERAL DEVICE ALIGNMENT NTS PROVIDE MIN 25 GA STUDS & ANCHOR BRACKET ANCHORAGES. DOUBLE STUDS © END OF PARTITIONS. 3-#8 PAN HEAD SHT. MTL. SCREWS 6"x16 GA UNPUNCHED STUD TRACK WITH FLANGES COPED AT VERTICAL STUDS. ATTACH TO TWO STUDS MIN. & EXTEND 6"MIN BEYOND MOUNTING POINT EACH DIRECTION. NOTES: 1. TYPICAL ANCHOR BRACKET ASSEMBLY FOR HANDRAILS, GRAB BARS & TOILET ACCESSORY ANCHORAGES. 2. COORDINATE ANCHOR BRACKET LOCATION WITH ACCESSORY MANUFACURER MOUNTING INSTRUCTIONS. TYPICAL MTL. STUD ANCHOR BRACKET LJ 12 GA. BRACING WIRE WITH MINIMUM 4 TIGHT TURNS IN 1 1/2" BOTH ENDS OF WIRE-TYP. BASIS OF DESIGN: ARMSTRONG SUSPENSION SYSTEM ICCES A REPORT ESR -1289 8 GA. VERTICAL HANGER WIRE AT 4'-O" EACH WAY WITH MINIMUM 3 TIGHT TURNS IN 1 1/2" BOTH ENDS OF WIRE NTS SEISMIC COMPRESSION STRUT 12'-0" O.C. MAX. IN EACH DIRECTION AS NEEDED. A CROSS RUNNER MAIN RUNNER DISTANCE FROM BRACING WIRES TO CROSS RUNNERS NOTE: PROVIDE ACT SUSPENSION GRID TO COMPLY WITH IBC 2012 SECTION 1613 MINIMUM -STANDARD PER ASCE 7-10, INSTALL PER MFRS. SPECS. VERIFY REQUIREMENTS WITH CITY OFFICIALS. OTHER METHODS OF CONSTRUCTION MAY BE PERMITTED. VERIFY WITH BLDG MANAGEMENT AND CITY. 5/8" G.W.B. ATTACHED TO CROSS RUNNERS ONLY. GWB SEISMIC SUSPENSION DETAIL NTS NOTE: COORDINATE ANCHOR BRACKET LOCATIONS W/ CASEWORK & EQUIPMENT WHERE SCHEDULED, AND MANUF. MOUNTING INSTRUCTIONS 3 STUDS MIN. BOTTOM OF FINISHED CEILING ANCHOR BRACKET: 6"X16ga UNPUNCHED STUD TRACK, ATTACH TO 3 STUDS MIN. FINISHED FLOOR TYPICAL ANCHOR BRACKET FRAMING EXTEND TO 6" FROM T.O. PARTIAL HT WALL PARTITION TYPE AS SCHEDULED O O J O O 2 1/2" X 2 1/2 X 3/16" STEEL TUBE POST 3/16" 2 1/2" X 7 1/2" X 1/4" STL BASE PLATE ANCHORED TO FLOOR (4) 1/2" DIA. EXP. BOLT ANCHORS WITH 2-1/2" MIN. EMBED PLAN NTS 4 3/4" TYP. PARTIAL HT. PARTITION SUPPORT POST 111111111111111111111111111111111111111111111 CENTERLINE OF DOOR AND TRANSITION STRIP DOOR AS SCHEDULED CARPETING AS SCHEDULED RESILIENT TRANSITION STRIP RESIDENT FLOOR AS SCHEDULED THRESHOLD © CARPET TO VCT. NTS 0 3 6 12 3"=1'-0" 12 GA. BRACING WIRE A SEISMIC COMPRESSION STRUT 12'-0" O.C. MAX. IN EACH DIRECTION AS NEEDED. 12 GA. VERTICAL HANGER WIRE AT 4'-O" EACH WAY WITH MINIMUM 3 TIGHT TURNS IN 1 1/2" BOTH ENDS OF WIRE A CROSS RUNNER MAIN RUNNER DISTANCE FROM BRACING WIRES TO CROSS RUNNERS PROVIDE ACT SUSPENSION GRID TO COMPLY WITH IBC SEC -1613 MINIMUM STANDARD: SECTION ASCE 7-08 13.5.6. SEE NOTES ON M/A.9.2. C USE OF 2" SEISMIC BERC CLIP AT MOULDING APPROVED BY CITY. ACT SEISMIC BRACING DIAGRAM ALUMINUM EDGE TRIM J WITH STEEL SHEET BACKER. 16 GA. STEEL ADHERED TO BACK OF TRIM. 2 ROWS OF in THICK DOUBLE STICK CLOSED CELL TAPE. PARTITION AT GLAZING 1/8" NEOPRENE TAPE BETWEEN WINDOW AND EDGE TRIM EXISTING EXTERIOR GLAZING EXISTING WINDOW SILL INSULATION OR FOAM PIPE WRAP. BAGGED OR COLORED TO MATCH FROM EXTERIOR. WALL PER PLAN NTS V EXISTING DEMISING WALL i 24" r RATING NO.: UL U469 O FLOOR AND CEILING RUNNERS -"J" SHAPED, 242" WIDE WITH UNEQUAL LEGS OF 1 IN. AND 2" IN., FABRICATED FROM 24 MSG GALV STEEL POSITION RUINERS WITH SHORT LEG TOWARD FINISH SIDE OF WALL. RUNNERS ATTACHED TO STRUCTUAL SUPPORTS WITH STEEL FASTENERS LOCATED NOT GREATER THAN 2 IN. FOR ENDS AND NOT GREATER THAN 24" O.C. 0 STEEL STUDS -'C -H" SHAPED STUDS, 242 IN. WIDE BY 1-Y2 IN. DEEP, FABRICATED FROM 25 MSG GALV. STEEL, SPACED 24 IN. OR 600MM OC. VERTICALLY RESTRAINED WALLS REQUIRE STUDS TO BE CUT 3/6 IN. LESS THAN FLOOR TO CEILING HEIGHT * BEARING THE UL CLASSIFICATION MARKING NTS 0 WALLBOARD GYPSUM* -1 IN. THICK GYPSUM WALLBAORD LINER PANELS, SUPPLIED IN 24 IN. OR 600 MM WIDTHS. VERTICAL EDGES INSERTED IN "H" SHAPED SECTION OF "C -H" STUDS. FREE EDGE OF OF END PANELS ATTACHED TO LONG LEG OF "J" RUNNERS WITH 1-5A IN. LONG TYPE S SELF DRILLING, SELF TAPPING BUGLE HEAD STEEL SCREWS SPACED NOT GREATER THAN 12 IN. O.C. 0 WALLBOARD GYPSUM*- % IN. THICK, 4 FT OR 1200 MM WIDE GYPSUM WALLBOARD APPLIED VERTICALLY AND ATTACHED TO STUDS WITH 1 IN. LONG TYPE S SELF DRILLING, SELF TAPPING BUGLE HEAD STEEL SCREWS SPACED NOT GREATER THAN 24 IN. O.C. O BATTS AND BLANKETS -PLACED TO FILL INTERIOR OF STUD CAVITY, 1-Y2 IN. MIN THICKNESS. IHR RATED FURRED WALL @ DEMISING 0 3 6 12 3"=1'-0" VERIFY ALL REQUIREMENTS WITH BUILDING MANAGEMENT GENERAL REQUIREMENTS REFERENCED SOURCES PER HIERARCHY: IBC (INTERNATIONAL BUILDING CODE), AMERICAN SOCIETY OF TESTING MATERIALS (ASTM C 635, C 636, E580, M580), AMERICAN SOCIETY OF CML ENGINEERS (ASCE 7-10) AND CEILINGS AND INTERIOR SYSTEMS CONSTRUCTION ASSOCIATION (CISCA). PARTITIONS THAT ARE TIED TO THE CEILING AND ALL PARTIONS GREATER THAN 6' IN HEIGHT SHALL BE LATERALLY BRACED TO STRUCTURE. BRACING SHALL BE INDEPENDENT OF CEIUNG SPLAY BRACING SYSTEM. PER ASCE 7-10. ALL MAIN BEAMS TO BE HEAVY DUTY, PER ASTM E580. CEIUNG LESS THAN OR EQUAL TO 144 SQFT AND SURROUNDED BY WALLS CONNECTED TO THE STRUCTURE ABOVE ARE EXEMPT FROM SEISMIC REQUIREMENTS PER ASTM E580. THESE REQUIREMENTS ARE INTENDED FOR SUSPENDED CEILINGS AND RELATED COMPONENTS IN AREAS THAT REQUIRE RESISTANCE TO THE EFFECTS OF EARTHQUAKE MOTIONS, PER ASTM E580. ALL WIRE TIES ARE TO BE THREE TIGHT TURNS AROUND ITSELF WITHIN THREE INCHES. TWELVE GAGE HANGER WIRE SPACED 4' O.C., PER ASTM C 636 ITEM 2.3.4. CHANGES IN CEILING PLANES WILL REQUIRE POSITIVE BRACING. PER ASTM E580. LATERAL FORCE BRACING CEIUNG CONSTRUCTED OF SCREW OR NAIL ATTACHED GYB ON ONE LEVEL THAT ARE SURROUNDED BY AND CONNECTED TO WALLS OR SOFFITS THAT ARE LATERALLY BRACED TO THE STRUCTURE ABOVE ARE EXEMPT FROM SEISMIC REQUIREMENTS PER ASCE 7-10. CEILING AREAS OF 1000 SQFT OF LESS SHALL BE EXEMPT FROM LATERAL FORCE REQUIREMENTS PER ASTME580. LATERAL FORCE BRACING IS THE USE OF VERTICAL STRUTS (COMPRESSION POSTS) AND SPLAY WIRES. LATERAL FORCE BRACING SHALL BE 12' O.C. MAX. AND BEGIN NO FARTHER THAN 6' FROM WALLS. ASTM E580. SEISMIC SPLAY WIRES SHALL BE ATTACHED TO THE FRID AND TO THE STRUCTURE IN SUCH A MANNER THAT THEY CAN SUPPORT A DESIGN LOAD OF NOT LESS THAN 200 POUNDS OR THE ACTUAL DESIGN LOAD WITH A SAFETY FACTOR OF 2 WHICHEVER IS GREATER PER CISCA ZONES 3-4. POWDER ACTUATED FASTENERS (PAPS) WHEN USED FOR SEISMIC APPUCATIONS AS PART OF THE PRESCRIPTIVE PATH IN SEISMIC DESIGN CATEGORIES D, E, F SHALL HAVE AN ICC -ED APPROVAL FOR SEISMIC APPLICATIONS AND SHALL REQUIRE SPECIAL INSPECTION IRRESPECTIVE OF THE TYPE OF OCCUPANCY CATEGORY THE STRUCTURE IS IN. PAF ANCHORS FOR KICKER WIRES ARE EXEMPT FROM THIS REQUIREMENT. SPLAY WIRES SHALL BE FOUR 12 GAGE ATTACHED TO THE MAIN BEAM. WIRES ARE ARRAYED 90' FROM EACH OTHER AND AT AN ANGLE NOT TO EXCEED 45' FROM THE PLANE OF THE CEILING. PER ASTM E 580. SPLAY WIRES ARE TO BE WITHIN 2" OF THE CONNECTION OF THE VERTICAL STRUT TO SUSPENDED CEILING. RIGID BRACING MAY BE USED IN LIEU OF SPLAY WIRES. PER ASTM E580. CEILING WITH PLENUMS LESS THAN 12" TO STRUCTURE ARE NOT REQUIRED TO HAVE LATERAL FORCE BRACING. VERTICAL STRUTS MAY BE EMT CONDUIT, METAL STUDS OR PROPRIETARY COMPRESSION POST. VERTICAL STRUTS MUST BE POSITIVELY ATTACHED TO SUSPENSION SYSTEMS AND THE STRUCTURE ABOVE. PER ASTM E580. WALL MOLDINGS WALL MOLDINGS (PERIMETER CLOSURE ANGLES) ARE REQUIRED TO HAVE A HORIZONTAL FLANGE 2" WIDE. ONE END OF THE CEILING GRID SHALL BE ATTACHED TO THE WALL MOLDING, THE OTHER END SHALL HAVE A 3/4" CLEARANCE FORM THE WALL AND BE FREE TO SUDE. PER ASTM E580. WHERE SUBSTANTIATING DOCUMENTATION HAS BEEN PROVIDED TO THE LOCAL JURISDICTION, PERIMETER CUPS MAY BE USED TO SATISFY THE REQUIREMENTS FOR THE 2" CLOSURE ANGLE. THE GRID SHALL BE ATTACHED AT TWO ADJACENT WALLS (POP RIVETS OR APPROVED METHOD). SOFFITS EXTENDING TO A OINT AT LEAST LEVEL WITH THE BOTTOM PLANE OF THE FRID AND INDEPENDENTLY SUPPORTED AND LATERALLY BRACED TO THE STRUCTURE ABOVE TARE DEEMED TO BE EQUIVALENT TO WALLS. PER ASTM E580. SPREADER BARS TERMINAL ENDS OF MAIN RUNNERS AND CROSS MEMBERS SHALL BE TIED TOGETHER OR HAVE SOME OTHER APPROVED MEANS TO PREVENT THEIR SPREADING. STABIUZER BARS, CROSS TEES OR OTHER MEANS TO PREVENT SPREADING SHALL OCCUR WITH 8" OF EACH WALL PER ASTM E580. SPREADER BARS ARE NOT REQUIRED AT PERIMETERS WHERE RUNNERS ARE ATTACHED DIRECTLY TO CLOSURE ANGLES. SPREADER BARS ARE NOT REQUIRED IF A 90' INTERSECTING CROSS MAIN IS WITHIN 8" OF PERIMETER WALL WHERE SUBSTANTIATING DOCUMENTATION HAS BEEN PROVIDED TO THE LOCAL JURISDICTION, PERIMETER CUPS MAY BE USED TO SATISFY THE REQUIREMENTS FOR THE SPREADER BARS. HANGER (SUSPENSION) WIRES HANGER AND PERIMETER WIRES MUST BE PLUMB WITHIN 1 IN 6 UNLESS COUNTER SLOPING WIRES ARE PROVIDED. PER ASTM C 636. HANGER WIRES SHALL BE 12 GAGE AND SPACED 4' O.C. OR 10 GAGE SPACE 5' O.C. PER ASTM C 636. ANY CONNECTION DEVICE AT THE SUPPORTING CONSTRUCTION SHALL BE CAPABLE OF CARRYING NOT LESS THAN 100 POUNDS. PER CISCA ZONES 3-4. POWDER DRIVEN FASTENERS ARE AN APPROVED METHOD OF ATTACHMENT FOR HANGER WIRE WITH THE MAINTAINENCE OF ALL OTHER REQUIREMENTS. TERMINAL ENDS OF EACH MAIN BEAM AND CROSS TEE MUST BE SUPPORTED WITHIN 8" OF EACH WALL WITH A PERIMETER WIRE. PER ASTM E580. WIRE SHALL NOT ATTACH TO OR BEND AROUND INTERFERING MATERIAL OR EQUIPMENT. A TRAPEZE OR EQUIVALENT DEVICE SHALL BE USED WHERE OBSTRUCTIONS PRECLUDE DIRECT SUSPENSION. TRAPEZE SUSPENSIONS SHALL BE SIZED TO RESIST THE DEAD LOAD AND LATERAL FORCES APPROPRIATE FOR THE SEISMIC CATEGORY. PER ASTM E580. ELECTRICAL FIXTURES LIGHT FIXTURES WEIGHING LESS THAN 10 POUNDS SHALL HAVE ONE 12 GAGE HANGER WIRE CONNECTED FROM THE FIXTURE TO THE STRUCTURE ABOVE. THIS WIRE MAY BE SLACK. PER ASTM E580. LIGHT FIXTURES WEIGHING MORE THAN 10 POUNDS AND LESS THAN 56 POUNDS SHALL HAVE TWO 12 GAGE WIRES ATTACHED AT OPPOSING CORNERS OF THE LIGHT FIXTURE TO THE STRUCTURE ABOVE. THESE WIRES MAY BE SLACK. PER ASTM E580. LIGHT FIXTURES WEIGHING MORE THAN 56 POUNDS SHALL BE SUPPORTED DIRECTLY FROM STRUCTURE ABOVE BY APPROVED HANGERS PER ASTM E580. PENDANT MOUNTED FIXTURES SHALL BE DIRECTLY SUPPORTED FROM THE STRUCTURE ABOVE USING 9 GAGE WIRE OR AN APPRO ALTERNATE SUPPORT WITHOUT USING THE CEILING SUSPENSION SYSTEM FOR DIRECT SUPPORT. PER ASTM E580 TANDEM FIXTURES MAY UTILIZE COMMON WIRES. MECHANICAL SERVICES TERMINALS OR SERVICES WEIGHING LESS THAN 20 POUNDS SHALL BE POSITIVELY ATTACHED TO THE CEIUNG SUSPENSION MAIN OR TO CROSS RUNNERS THAT HAVE THE SAME CARRYING CAPACITY AS THE MAIN RUNNERS. PER ASTM E580 5.4.1. TERMINALS OR SERVICES WEIGHING 20 POUNDS BUT NOT MORE THAN 56 POUNDS MUST HAVE, IN ADDITION TO 5.4.1, TWO 12 WIRES CONNECTING THEM TO THE CEIUNG SYSTEM HANGERS OR THE STRUCTURE ABOVE. THESE WIRES MAY BE SLACK. PER AS Tenant: TRITON ANDOVER EXECUTIVE PARK 530 INDUSTRY DR. SUITE 530 TUKWILA, WA 98188 A Tenant Improvement for: SKB COMPANY ANDOVER EXECUTIVE PARK 617 INDUSTRY DR. TUKWILA, WA 98188 burgess design interiors 0 architecture 1326 Fifth Avenue . Suite 400. Seat le Washington 98101 T: (206) 587.7120 R(206)587.7122 All reproduction & intellectual property rights reserved c 2015 Professional seal RANDALL ALAN MORGAN STATE OF WASHINGTON No. Issue Description Date REVIEW SET 10.05.15 REVISED REVIEW SET 12.01.15 REVISED REVIEW SET 12.22.15 PERMIT SET 01.12.16 PERMIT REVISION SET 02.19.16 REVIEWED FORPE CODE COMPLIANCE APPROVED MAY 0 6 2016 NNERS City of Tukwila ILDING DI MIT REVISION SET 04.19.16 TERMINALS OR SERVICES WEIGHING MORE THAN 56 POUNDS MUST BE SUPPORTED DIRECTLY FORM THE STRUCTURE ABOVE BY APPROVED HANGERS. PER ASCE 7-10. SEISMIC SEPARATION JOINTS FOR CEIUNG AREAS EXCEEDING 2500 S.F., A SEISMIC SEPARATION JOINT OR FULL HEIGHT WALL PARTITION THAT BREAKS THE CEIUNG SHALL BE PROVIDED UNLESS ANALYSES ARE PERFORM OF THE CEILING BRACING SYSTEM, CLOSURE ANGLES AND PENETRATIONS TO PROVIDE SUFFICIENT CLEARANCE. PER ASCE 7-10. THE AMOUNT OF FREE MOVEMENT (GAP) SHALL BE A MINIMUM OF i" . IN LIEU OF SEISMIC SEPARATION JOINTS THE CEIUNG MAY BE DMDED INTO AREAS OF LESS THAN BY THE USE OF PARTITIONS OR SOFFITS AS FOLLOWS: PARTITIONS SHALL EXTEND A MINIMUM OF 6" ABOVE THE LEVEL OF THE PLANE OF THE GIRD AND SHALL BE UNDEPENDABLY BRACED TO THE STRUCTURE ABOVE. SOFFITS SHALL EXTEND TO A POINT AT LEAST LEVEL WITH THE BOTTOM PLAN OF THE GIRD AND SHALL BE INDEPENDENTLY SUPPORTED AND LATERALLY BRACED TO THE STRUCTURE ABOVE. ASTM E580. SPECIAL INSPECTIONS SPECIAL INSPECTIONS SHALL BE SUBJECT TO SPECIAL INSPECTION REQUIREMENTS. SPRINKLERS FOR CEIUNGS WITHOUT RIGID BRACING, SPRINKLER HEAD PENETRATIONS SHALL HAVE A 2" OVERSIZE RING, SLEEVE OR ADAPTER THROUGH THE CEILING TILE TO ALLOW FREE MOVEMENT OF AT LEAST 1" IN ALL HORIZONTAL DIRECTIONS. FLEXIBLE HEAD DESIGN THAT CAN ACCOMMODATE 1" FREE MOVEMENT SHALL BE PERMITTED AS AN ALTERNATE. PER ASTM E580. ACT NOTES nic Stamp Location RECEIVED CITY OF TUKWILA APR 19 2016 PERMIT CENTER •Drawn by: JG Project Manager: RM Project No: 15-3405-00 DETAILS rigina awing is 24" x 36". Scale entities accordingly if reduced A.9.2 EXISTING FLOOR FRAMING AND SHEATHING 1"0 ALL—THREAD ROD (STAINLESS STEEL OR HDG) O 16" O.C. WITH 2" EMBED TO EXISTING SLAB WITH HILTI HIT—HY 200 EPDXY SIMPSON BPS 1 X 6 TYP. O ALL—THREAD PT 3 X 6 SILL PLATE EXISTING SLAB ON GRADE 4 ,° jr 4 • .. •a•b ., . 4 :4 4> \i\�\\i \' \ \" V V °V 'V \/\\/\\\/\\� 4 \/\\��\� ' / /\\/ �% /i,//,/�// /\/X\// \/� /� /� /� /\/ \/ \ SHEAR WALL SECTION CD EXISTING WALL FRAMING AND SHEATHING - EXISTING BEAM 3 X 6 TOP PLATE WITH (2) 0.220"o X 6" SDWS SCREWS 0 8" O.C. STAGGERED EDGE NAILING TYP. EACH SIDE 3 X 6 STUDS 0 16" O.C. " APA RATED PLYWOOD SHEATHING TYP. EACH SIDE WITH 8d 0 3" O.C. 0 PANEL EDGES AND 12" O.C. FIELD EDGE NAILING TYP. EACH SIDE 1 1 /2" = 1'- 0" 4 X 6 POST TYP. HOLDOWN #4 X 1'-4" DOWEL 06" O.C. TYP. ® FOOTING PERIMETER. EMBED 5" TO EXISTING SLAB WITH HILTI HIT H6 200 EXISTING SLAB ON GRADE EVEN SLOPE • = • = = = • = • = • _� • = HOLDOWN PER PLAN WITH SB i" X 24 ANCHOR WITH 18" MIN. EMBED TO FOOTING STUD PER C/A.9.3 ANCHOR ROD PER C/A.9.3 PT SILL PLATE PER C/A.9.3 .4 d .4; • . . 4: 4 4• UNDERMINE)/ 6" MIN. TYP. ,i EA. SIDE '/, /// 4 FOOTING AND RE—INFORCING PER PLAN. CENTER BELOW HOLDOWN COMPETENT NATIVE SOIL OR 4 • . 4- •4 • ad COMPACTED STRUCTURAL FILL • 4 4 4 • 4 .4 • 4• 4 0 4 , • 4 ' d 4• 44 44 ' • 4 .4 4 4 4 •44 •• 4 4 . a . 4 4: 4 d 4 4 4 4 4 //,>/ /j• .4 ' 4 4•:. W CL PER' PLAN / SHEAR WALL SECTION 1 1/2" = 1,_ 0" HUFCOR UNISTRUT SYSTEM DETAILS 0 1" 2" 3" 4.4.28 A BOTTOM OF STRUCTURE 1/2" 1—HOUR CEILING ASSEMBLY AND SIMILAR 1—HOUR WALL ASSEMBLY PER DETAIL A/A.9.1 VAPOR RETARDANT PRIMER MOISTURE BARRIER OFFICE SPACE SEALANT ATTACH GWB TO METAL STUDS LONG LEG TOP TRACK METAL TOP TRACK FASTENER CO 24" O.C. TO EXISTING WOOD ROOF STRUCTURE BOTTOM TRACK ATTACHED TO 20 GA. JAMB STUD (FULL HEIGHT) EACH LOCATION WHERE 1—HOUR CORRIDOR WALL ABUTS WAREHOUSE WALL FIRESAFING {� REVIEWED FOR CODE COMPLIANCE APPROVED MAY 062016 City of Tukwila BUILDING DIVISION 5/8" TYPE 'X' GWB OVER R-10 CONTINUOUS RIGID INSULATION (GWB 0 RESTROOMS) NEW R-13 BATT INSULATION 3 5/8" X 20 GA. (33 MILS) METAL STUDS STUDS 0 24" OC, TO 14'-9" MAX. HEIGHT WAREHOUSE SPACE HR RATED WALL & Tenant: TRITON ANDOVER EXECUTIVE PARK 530 INDUSTRY DR. SUITE 530 TUKWILA, WA 98188 A Tenant Improvement for: SKB COMPANY ANDOVER EXECUTIVE PARK 617 INDUSTRY DR. TUKWILA, WA 98188 burgess design interiors Q architecture 1326 Fifth Avenue . Suite 400. Seat le Washington 98101 T: (206) 587.7120 F:1206) 587.7122 All reproduction & intellectual property rights reserved c 2015 Professional seal No. Issue Description Date REVIEW SET 10.05.15 REVISED REVIEW SET 12.01.15 REVISED REVIEW SET 12.22.15 PERMIT SET 01.12.16 PERMIT REVISION SET 02.19.16 /2\ PERMIT REVISION SET 04.19.16 City Electronic Stamp Location RECEIVED CITY OF TUKWILA APR 19 2016 PERMIT CENTER POWDER DRIVEN FASTENER 0 24"oc MET RUNNER TRACK FIRE CAULKING CONCRETE SLAB 1—HOUR RATED WALL AND CEILING ASSEMBLY 0 WAREHOUSE WALL ABUTTING 1—HOUR CORRIDOR SSEM Project No: Drawn by: JG Project Manager: 15-3405-00 RM MOVEABLE WALL DETAILS Origi ,flt drawing is 24" x 36". Scale entities accordingly if reduced A.9.3 EXTEND GYPSUM TIGHT TO EXISTING ROOF DECK. APPLY ACOUSTICAL INSULATION AND CAULK AT JOINTS, PENETRATIONS AND DECK VOLUTES TO INSURE COMPLETE SEAL///'�'STRUCTURAL SUPPORT BY OTHERS POCKET WIDTH 6 •.I/2 SOUND ATTENUATION BY OTHERS [13(MIN)GYPSUM BOARDw76 N,iii."7„, �. ONCONTNUOUSMETALSTUDSB'fOTHERSz 0 LIJ SWAY BRACING BY OTHERS 5 1 /4" [ 133] 3/8" [10] HANGER RODS BY SUSPENSION BRACKET BY HUFCOR POCKET DEPTH uu w COU ■' "' ��. 7 3/8" [187] X 2 1/2" [64] 2 LAYERS 1/2" [13] GYP. BOARD BY OTHE( �� +• CEILING BY OTHERS 2 1/2" 64' lilililiLLI i A i ilii �rt� �� CONC. SLAB 15] FIN. FLOOR 1" [25] 1" [25] CAULK TRACK AT GYP, CONTINUOUS BY OTHERS O HEAD —� I > v C n �' f-- f 1 ?OCKET WIDTH A A AIL. w POCKET WIDTF G.C. TO AD HT FROM TO NIT HEIGHT + GHT FROM Ti 2 _ .... __ C� w WI I— z / 4 3/4" — D CEILING HEIG U CEILING HEI y r --lo. 3" [76] 3 1/2" [89] I PKT DEP PKT DEP j BASE 2" [50] FLOOR PLAN OPTIONS SCALE: 1/4" = 1'-0" DP OF FIN. FLOOR G.C. TO ADVISE VERTICAL SECTION TOP OF SLAB UNIT WIDTH SERIES: 632 TRACK: TYPE 38 SUSPENSI❑N BRACKETS: TRUE STRUCTURAL SUPPORT: STEEL BEAM TOP SEAL: SWEEPS BOTTOM SEAL: 2IN RETRACTABLE PROTECTIVE EDGE TRIM: YES TRAIL CONDITION: LEVER CLOSURE LEAD CONDITION: BULB SEAL \ 7 1/2" \ EQ. SPACES EQUAL SPACES © 20" [508] O.C. / / 6" ± [191] 10" [254] . * O.C. r 2 1/4" [57] (TYP.) 7/16" [11] 0 HOLES (TYP.) —t— VARIES 6' TO 20" / [152] / / \\‘ % e STACK END � / HANGER ROD LAYOUT i / / NO SCALE 0 I ). M USE PLANNING WHICH THE DRAWING , D 0 T OF TO FINAL A\ OUR CREATED: T AND BUILD PROJECT \OTE: WEBSITE DETAILS BIDDING OR INSTALL SHOP SEPTEMBER HUFCOR INC 2101 KENNEDY RD. JANESVILLE, WI 53545 (800)542-2371 ARE USED WITH THE UNDERSTANDING THEY ARE FOR PURPOSES ONLY AND ARE NOT THE FINAL DOCUMENTS FROM OUR PRODUCTS. HUFCOR DISTRIBUTORS WILL PROVIDE DRAWINGS WITH DIMENSIONS AND PRODUCT REQUIREMENTS. 24, 2015 AT 12:24:38 PM USING HUFCOR INC.'s 'Hu corCad.Dli', VER EXIT ® DA LEVER CLOSURE PANEL (. BASIC PANEL ® E O — OC ADA COMPLIANT INSET PASS DOOR g ° O o O/ O OD EXIT SIGN O LGN CLOSURE O WORK SURFACE / j ® O O ERASER POCKET 0 ELEVATION • NO SCALE 6" [152] 1" [25] __ f . ,..,N i _ i IF' j LEVER CLOSURE ® PANEL JOINT j BULB SEAL HORIZONTAL SECTION SCALE: 3" = 1'-0" HUFCOR UNISTRUT SYSTEM DETAILS 0 1" 2" 3" 4.4.28 A BOTTOM OF STRUCTURE 1/2" 1—HOUR CEILING ASSEMBLY AND SIMILAR 1—HOUR WALL ASSEMBLY PER DETAIL A/A.9.1 VAPOR RETARDANT PRIMER MOISTURE BARRIER OFFICE SPACE SEALANT ATTACH GWB TO METAL STUDS LONG LEG TOP TRACK METAL TOP TRACK FASTENER CO 24" O.C. TO EXISTING WOOD ROOF STRUCTURE BOTTOM TRACK ATTACHED TO 20 GA. JAMB STUD (FULL HEIGHT) EACH LOCATION WHERE 1—HOUR CORRIDOR WALL ABUTS WAREHOUSE WALL FIRESAFING {� REVIEWED FOR CODE COMPLIANCE APPROVED MAY 062016 City of Tukwila BUILDING DIVISION 5/8" TYPE 'X' GWB OVER R-10 CONTINUOUS RIGID INSULATION (GWB 0 RESTROOMS) NEW R-13 BATT INSULATION 3 5/8" X 20 GA. (33 MILS) METAL STUDS STUDS 0 24" OC, TO 14'-9" MAX. HEIGHT WAREHOUSE SPACE HR RATED WALL & Tenant: TRITON ANDOVER EXECUTIVE PARK 530 INDUSTRY DR. SUITE 530 TUKWILA, WA 98188 A Tenant Improvement for: SKB COMPANY ANDOVER EXECUTIVE PARK 617 INDUSTRY DR. TUKWILA, WA 98188 burgess design interiors Q architecture 1326 Fifth Avenue . Suite 400. Seat le Washington 98101 T: (206) 587.7120 F:1206) 587.7122 All reproduction & intellectual property rights reserved c 2015 Professional seal No. Issue Description Date REVIEW SET 10.05.15 REVISED REVIEW SET 12.01.15 REVISED REVIEW SET 12.22.15 PERMIT SET 01.12.16 PERMIT REVISION SET 02.19.16 /2\ PERMIT REVISION SET 04.19.16 City Electronic Stamp Location RECEIVED CITY OF TUKWILA APR 19 2016 PERMIT CENTER POWDER DRIVEN FASTENER 0 24"oc MET RUNNER TRACK FIRE CAULKING CONCRETE SLAB 1—HOUR RATED WALL AND CEILING ASSEMBLY 0 WAREHOUSE WALL ABUTTING 1—HOUR CORRIDOR SSEM Project No: Drawn by: JG Project Manager: 15-3405-00 RM MOVEABLE WALL DETAILS Origi ,flt drawing is 24" x 36". Scale entities accordingly if reduced A.9.3 GENERAL NOTES 1. CONTRACTOR SHALL COMPLY WITH THE CURRENT "GENERAL CONDITIONS," AND BUILDING STANDARDS AS PROVIDED BY THE BUILDING OWNER. 2. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF DIFFERENT TRADES. 3. DO NOT SCALE DRAWINGS. CONTACT ARCHITECT FOR ANY MISSING DIMENSIONS. 4. CONTRACTOR INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE OWNER AND ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWING ONLY WILL NOT SATISFY THIS REQUIREMENT. 5. ALL MODIFICATIONS, REQUIRING OWNER OR ARCHITECT APPROVAL WILL NOT BE VALID UNLESS AUTHORIZED IN WRITING BY OWNER AND/OR ARCHITECT. 6. WITHIN FIVE (5) BUSINESS DAYS OF START OF CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY IN WRITING BOTH THE ARCHITECT AND OWNER OF ANY ITEMS WHOSE ESTIMATED DELIVERY TO THE SITE WOULD BE LATER THAN THAT REQUIRED FOR TIMELY INSTALLATION IN THE CONSTRUCTION SEQUENCE SUBSTITUTION OF ALTERNATE ITEMS WITH SHORTER LEAD TIMES, PAYMENT OF RUSH FABRICATION OR DELIVERY CHARGES OUT OF SEQUENCE INSTALLATION, OR DELAY OF INSTALLATION OPTIONS TO BE AT THE SOLE APPROVAL OF OWNER OR ARCHITECT. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL WORK AND MATERIALS IN ACCORDANCE WITH THE LATEST LOCAL BUILDING CODES AND ORDINANCES. 8. CONTRACTOR SHALL VERIFY ALL FIELD DIMENSIONS AND CONDITIONS AND SHALL REPORT ANY CONFLICTS OR QUESTIONS FOR RESOLUTION BEFORE PROCEEDING WITH THE WORK. DO NOT SCALE THE DRAWINGS. 9. THE USE OF WORD "PROVIDE" SHALL ALWAYS MEAN, "FURNISH AND INSTALL, CONNECT, OR SECURE" AS REQUIRED. 10. ALL MATERIALS AND EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURERS WRITTEN INSTRUCTIONS AND TRADE ASSOCIATES ACCEPTED STANDARDS. 11. CONTRACTOR SHALL PROVIDE A WRITTEN CONSTRUCTION SCHEDULE. THIS SCHEDULE SHALL INCLUDE DELIVERY LEAD TIMES OF CONSTRUCTION ITEMS, AND START AND COMPLETION DATES OF EACH PHASE. THE CONTRACTOR SHALL UPDATE AND PROVIDE SUCH SCHEDULE ON A BIWEEKLY BASIS. 12. WORK MUST BE SCHEDULED WITH THE BUILDING MANAGEMENT TO AVOID DISRUPTION TO THE TENANTS. 13. ACCESS TO AND FROM THE PROJECT SITE, SPECIAL CONDITIONS, NOISY WORK, TIMING OF WORK, INTERRUPTION OF MECHANICAL AND ELECTRICAL SERVICES, RELOCATION OF EXISTING EQUIPMENT, CASEWORK, FIXTURES, FITTINGS, ETC., MUST BE COORDINATED WITH THE BUILDING MANAGEMENT. 14. ADEQUATE CLEANUP, PROTECTION AND PLACEMENT OF ANY CEILING TILES AND/OR OTHER DISRUPTION TO THE ADJACENT TENANT IMPROVEMENTS MUST BE REPLACED BEFORE BUSINESS HOURS OF THAT TENANT IN ORDER THAT THE OCCUPANT WILL NOT BE INCONVENIENCED IN THE NORMAL CONTINUATION OF THEIR OFFICE HOURS. 15. EACH SUBCONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO ADJACENT WORK AND SHALL REPAIR SAID DAMAGE AT THEIR OWN EXPENSE. THIS INCLUDES ALL AREAS ON THE PREMISES SUCH AS: COMMON HALLWAYS, FREIGHT ELEVATOR VESTIBULES, ETC. 16. SCHEDULE THE USE OF THE ELEVATOR WITH BUILDING MANAGEMENT. 17. UPON COMPLETION OF ALL CONSTRUCTION, THE CONTRACTOR SHALL SUPPLY THE LANDLORD WITH ONE SET OF "RECORD" AS -BUILT DRAWINGS. 18. ALL MATERIALS TO BE NEW UON. 19. PATCH ALL DISTURBED AND/OR DAMAGED AREAS AS REQUIRED TO ACCOMPLISH NEW WORK AND AS REQUIRED FOR FINISHED APPEARANCE. 20. GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL NECESSARY BACKING, BLOCKING, AND FRAMING FOR LIGHT FIXTURES, ELECTRICAL FIXTURES,CASEWORK AND ALL OTHER ITEMS REQUIRING IT. 21. CONTRACTOR TO COORDINATE ALL FIRE ALARM WORK WITH BUILDING OWNER. 22. ALL PAINT AND FINISH MATERIAL COLORS SHALL MATCH ARCHITECT'S CONTROL SAMPLES AND REQUIRE ARCHITECT'S REVIEW PRIOR TO INSTALLATION. SUBMIT TO ARCHITECT THREE (3) COPIES FOR REVIEW. 23. CONTRACTOR SHALL FURNISH SHOP DRAWINGS FOR REVIEW ON CABINETWORK, MILLWORK AND ANY OTHER SPECIAL ITEMS REQUIRING CUSTOM SHOP FABRICATION. SUBMIT TO ARCHITECT AT LEAST THREE (3) COPIES FOR REVIEW. 24. REPETITIVE FEATURES NOT FULLY SHOWN OR NOTED ON THE DRAWINGS SHALL BE COMPLETELY PROVIDED AS IF DRAWN IN FULL. 25. THROUGHOUT THE DRAWINGS ARE ABBREVIATIONS WHICH ARE IN COMMON USE. THE LIST OF ABBREVIATIONS PROVIDED IS NOT INTENDED TO BE A COMPLETE LIST. THE ARCHITECT WILL DEFINE THE INTENT OF ANY IN QUESTION. SYMBOLS ELEVATION REFERENCE SYMBOL U DETAIL ID D SHEET NO. SECTION REFERENCE SYMBOL DETAIL REFERENCE SYMBOL DTL SHT COLUMN AND/OR GRID LINE SYMBOL DIMENSION LINE: 20' ft 0 INDICATES FINISHED SURFACES TO ALIGN DRAWING TITLE BAR DETAIL IDENTIFICATION DRAWING TITLE GRAPHICAL SCALE a FLOOR ELEVATION SYMBOLS 92'-0" +1'-0" NOMINAL FLOOR f ELEVATION HEIGHT (ABOVE/BELOW) BUILDING SPACE / ROOM ID OFFICE -N- SPACE NAME --■- SPACE NUMBER 1127 DOOR SYMBOL ARCH / INTERIOR ABBREVIATIONS ADJ - ADJUSTABLE AFF - ABOVE FINISH FLOOR ALT - ALTERNATE ALUM - ALUMINUM APC - ACOUSTICAL PANEL CEILING APPROX - APPROXIMATE ARCH - ARCHITECTURAL ACT - ACOUSTICAL CEILING TILE AV - AUDIO VISUAL BLDG - BUILDING BOT - BOTTOM CAB - CABINET CL - CENTER LINE CLG - CEILING CLR - CLEAR COL - COLUMN CONC - CONCRETE CONF - CONFERENCE DEMO - DEMOLITION DEPT - DEPARTMENT DF - DRINKING FOUNTAIN DIA - DIAMETER DIFF - DIFFUSER DIM - DIMENSION DTL - DETAIL DW - DISHWASHER DWG - DRAWING EA - EACH EL - ELEVATOR ELEC - ELECTRICAL ELEV - ELEVATION EQ - EQUAL EQUIP - EQUIPMENT EXT - EXTERIOR FA - FIRE ALARM FD - FLOOR DRAIN FE - FIRE EXTINGUISHER FEC - FIRE EXTINGUISHER CABINET FFE - FINISH FLOOR ELEVATION FIN - FINISH FLUOR - FLUORESCENT FLR - FLOOR FO - FACE OF FOIC - FURNISHED BY OWNER, INSTALLED BY CONTRACTOR FTIC - FURNISHED BY TENANT, INSTALLED BY CONTRACTOR - FURRING - GAUGE - GENERAL CONTRACTOR - GLASS - GYPSUM WALLBOARD - HANDICAPPED - HARDWARE - HOLLOW METAL (STEEL FRAME) FURR GA GC GL GWB HC HDW HM HR INCL INFO INSUL LAV LF MATL MAX MDF L ANGLE © AT CENTERLINE O DOCUMENT SHEET SYMBOL G1 A -*-- KEYED SHEET NOTES -�- GLAZING SYMBOL --- REVISION NUMBER - HOUR - INCLUDED OR INCLUDING - INFORMATION - INSULATION - LAVATORY - LINEAR FOOT - MATERIAL - MAXIMUM - MEDIUM DENSITY FIBERBOARD MECH MEZZ MFR MIN MISC MTD MTL N/A NIC NTS OC OFF OPNG OVHD P PART PERF PERIM PERP PLAM PLYWD QTY (R) RA RCP REC REF R EFR REL REV RM RO RTD SCHED SF SHT SIM SPEC SPKLR SPKR SQ STD STL STO R STRL STRUC SYM M TBD TEL TEMP THK TO TOS TYP UON UPS VCT VIF W/ WC WD W/O MECHANICAL MEZZANINE MANUFACTURER MINIMUM MISCELLANEOUS MOUNTED METAL NOT APPLICABLE NOT IN CONTRACT NOT TO SCALE ON CENTER OFFICE OPENING OVERHEAD PAINT PARTITION PERFORATED PERIMETER PERPENDICULAR PLASTIC LAMINATE PLYWOOD QUANTITY RELOCATED RETURN AIR REFLECTED CEILING PLAN RECESSED REFERENCE REFRIGERATOR RELOCATE REVISION OR REVISED ROOM ROUGH OPENING RATED SCHEDULE SQUARE FEET/FOOT SHEET SIMILAR SPECIFICATION SPRINKLER SPEAKER SQUARE STANDARD STEEL STORAGE STRUCTURAL STRUCTURAL SYMMETRICAL TO BE DETERMINED TELEPHONE OR TELECOM TEMPERED THICKNESS TOP OF TOP OF SLAB TYPICAL UNLESS OTHERWISE NOTED UNINTERRUPTED POWER SUPPLY VINYL COMPOSITION TILE VERIFY IN FIELD WITH WATER CLOSET WOOD WITHOUT DEFINITIONS AND DIMENSIONS A. DEFINITIONS: 1. "TYPICAL" OR "TYP" INDICATES IDENTICAL COMPLETE SYSTEM FOR THE CONDITION NOTED. 2. "SIMILAR" OR "SIM." INDICATES COMPLETE SYSTEM AND COMPONENTS COMPARABLE TO THE CHARACTERISTICS FOR THE CONDITION NOTED. 3. "AS REQUIRED" INDICATES CONTRACTOR SHALL PROVIDE COMPONENTS REQUIRED TO COMPLETE THE NOTED SYSTEM AS INDICATED IN THE PROJECT DOCUMENTS. 4. "ALIGN" INDICATES ACCURATELY PROVIDE FINISH FACES OF MATERIALS IN STRAIGHT, TRUE, AND PLUMB RELATION ADJACENT MATERIALS. 5. "CLEAR" INDICATES CRITICAL DIMENSION AND SHALL SET PRECEDENT FOR LAYOUT OF PARTITIONS. B. DIMENSIONS: 1. DIMENSIONS ARE INDICATED TO THE FACE OF FINISHED SURFACE AT ALL NEW AND EXISTING CONSTRUCTION, CENTER OF COLUMNS OR GRID LINES UNLESS OTHERWISE NOTED 2. ALIGNMENT OF PARTITIONS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE Sc PLUMB. DIMENSIONAL LAYOUT SHALL BE IN THE FOLLOWING PRIORITY ORDER. A. STRUCTURAL DRAWINGS B. LARGE SCALE DETAILS C. SMALL SCALE DETAILS D. ENLARGED PLANS AND SECTIONS E. FLOOR PLANS 3. MINIMUM DIMENSIONS FOR ACCESSIBILITY CLEARANCES AND BUILDING CODE REQUIREMENTS SHALL BE MAINTAINED. 4. FLOOR ELEVATIONS ARE INDICATED AT THE FACE OF THE STRUCTURAL SLAB, UNLESS OTHERWISE NOTED. 5. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF FINISHED MATERIAL, UNLESS NOTED ABOVE FINISH FLOOR - "AFF". • BUILDING SUMMARY PROJECT TEAM PROJECT ADDRESS: 50/540 INDUSTRY DRIVE TUKWILA, WA 98188 2. APPLICABLE CODES & ORDINANCES: 2012 INTERNATIONAL BUILDING CODE 2012 INTERNATIONAL MECHANICAL CODE 2012 INTERNATIONAL FUEL GAS CODE 2012 INTERNATIONAL FIRE CODE 2012 WASHINGTON STATE ENERGY CODE (WAC 51-11) 2012 UNIFORM PLUMBING CODE 2014 NATIONAL ELECTRICAL CODE 2013 WASHINGTON STATE AMENDMENTS 2009 ICC/ANSI 117.1 ACCESSIBLE & USABLE BUILDINGS AND FACILITIES 3. GENERAL BUILDING DESCRIPTION: TYPE OF CONSTRUCTION: TYPE VB FIRE RESISTIVE SYSTEM: NON-SPRINKLERED OCCUPANCY TYPE: Fl AND B, OFFICE 4. FIRE RESISTIVE CONSTRUCTION REQUIREMENTS: SHAFT ENCLOSURES: N/A EXIT STAIR ENCLOSURES: N/A CORRIDORS: N/A 5. EXITS: APPROXIMATE AREA OF CONSTRUCTION: 7,949 SF TOTAL APPROXIMATE SUITE AREA: 7,947 SF TOTAL APPROXIMATE FLOOR AREA: 22,192 SQFT OCCUPANT LOAD FACTOR: B=100; F1=500 NUMBER OF TOTAL PROPOSED OCCUPANTS: 65 OCCUPANTS OFFICE: 6,067 SF WAREHOUSE: 1,882 SF NUMBER OF EXITS REQUIRED: 2 REQUIRED © OFFICE, 4 PROVIDED 1 REQUIRED CI WAREHOUSE; 1 PROVIDED MINIMUM EGRESS WIDTH REQUIRED: 3'-8" 6. PROJECT DESCRIPTION: NON-STRUCTURAL INTERIOR TENANT IMPROVEMENT: NON STRUCTURAL INTERIOR TENANT IMPROVEMENT. WORK INCLUDES NON STRUCTURAL DEMOLITION, NEW PARTITIONS, MOVEABLE WALL SYSTEM, 1HR CORRIDOR, NEW DOORS/FRAMES AND SIDELIGHTS AS WELL AS NEW FINISHES. STREET MAP TENANT: TRITON 530 INDUSTRY DRIVE TUKWILA, WA 98188 ARCHITECT/DESIGNER: Burgess Design, Inc. 1326 - 5th Avenue, Suite 400 Seattle, Washington 98101 Tel: 206.587.7120 Fax: 206.587.7122 ATTN:RANDY MORGAN BUILDING PROPERTY MANAGER: Scanlan Kemperbard Companies 617 Industry Drive Tukwila, Washington 98188 Tel: 206.575-6675 Fax: 206.587.7122 ATTN:ROSS BECKLEY GENERAL CONTRACTOR: TBD PLUMBING ENGINEER: TBD - Bidder Design Build by G.C. MECHANICAL ENGINEER: TBD - Bidder Design Build by G.C. ELECTRICAL ENGINEER: TBD - Bidder Design Build by G.C. FIRE/LIFE SAFETY ENGINEER: TBD - Bidder Design Build by G.C. PLUMBING, MECHANICAL, ELECTRICAL, LIFE SAFETY PERMITS UNDER SEPARATE SUBMITTALS. REVISIONS No changes shaft h' made to the scope of work without prior approval of Tulntvila Building Division. NOTE: Revisions will require a new plan submittal and may ine:ude add:tionaI plan review fees. j LEGAL DESCRIPTION / PARCEL NO. PARCEL NUMBER: 022340-0010 LEGAL DESCRIPTION: ANDOVER INDUSTRIAL PARK #5 LESS UP RR OPER R/W FILE COPY Pernedt No. iQ . 00\f7 Plan review pprova! is subject to errors and orri Approval of ccnslr ciion documents door not aui, the violation o r;ny adopted coda or ordinance. I` of approved Field Copy and conditions is acltnow! DRAWING INDEX \ DRAWING ISSUED By: Doti ftfkV,i1a Park City of .t hkwih BUILDING DIVISION Tukwila Artttrak' , Tukwiia Station (Southbatin4i GENERAL G.O.O COVER SHEET / PROJECT INFORMATION G.0.1 PROJECT NOTES trander IOI d Str X X X X X X X X X X X X X X X X X X ARCHITECTURAL / INTERIORS A.1.1 DEMOLITION PLAN A.2A.1 CONSTRUCTION PLAN A.29.1 DEMO REFLECTED CEILING PLAN A.2B.2 REFLECTED CEILING PLAN A.2C.1 POWER & DATA PLAN A.2D.1 FINISH FLOOR PLAN utftcestter Plaza'. S 166th St S 167th St i A.9.1 DOOR SCHEDULE / SIDELIGHT SCHEDULE / DETAILS A.9.2 DETAILS A.9.3 MOVEABLE WALL DETAILS Macy`a Logistics -o and Operations KEY PLAN / FLOOR PLATE NTS TRITON EXPANSION SUITE 530/540 INDUSTRY DRIVE ANDOVER BUSINESS PARK SEPARATE r•t ?,!ATE PE3 ° I REQUIR2D FOR: Mechanical Electrical %Plumbing s'Gas Piping City of Tukwila �E3lJil.��''lvCi f:lVISIO *cions. lori.ZO ccoipt 3d ,ed: Tenant: TRITON ANDOVER EXECUTIVE PARK 530 INDUSTRY DR. SUITE 530 TUKWILA, WA 98188 A Tenant Improvement for: SKB COMPANY ANDOVER EXECUTIVE PARK 617 INDUSTRY DR. TUKWILA, WA 98188 burgess design interiors Q architecture 1326 Fifth Avenue . Suite 400. Seattle Washington 98101 T: (206) 587.7120 F: (206) 587.7122 All reproduction & intellectual property rights reserved c 2015 Approved by: Date: CONSTRUCTION WORK SHALL NOT PROCEED UNTIL THE BUILDING OWNER / REPRESENTATIVE AND BUILDING TENANT HAVE GIVEN THEIR APPROVAL TO THESE CONSTRUCTION DOCUMENTS. APPROVAL BY THESE PARTIES SHALL BE INTERPRETED AS APPROVAL OF DRAWINGS FOR CONTENT, FINISH SELECTIONS, SCOPE OF WORK, AND ALL DIMENSIONS REGARDED BY EITHER PARTY AS BEING NECESSARY TO THEIR OPERATIONS, USE OF THE SPACE, FURNISHINGS, AND TENANT EQUIPMENT AND FURNITURE INSTALLATIONS. CONSTRUCTION AND/OR INITIATION OF CONSTRUCTION, AUTHORIZED BY THE BUILDING OWNER FROM THESE CONSTRUCTION DOCUMENTS, SHALL BE INTERPRETED BY THE DESIGNER AS APPROVAL IN FULL OF THESE CONSTRUCTION DOCUMENTS BY BOTH THE BUILDING OWNER / REPRESENTATIVE AND THE TENANT. Professional seal TERED ?TLCT RANDALL ALAN MORGAN STATE OF WASHINGTON No. Issue Description Date REVIEW SET 10.05.15 REVISED REVIEW SET 12.01.15 REVISED REVIEW SET 12.22.15 PERMIT SET 01.12.16 Al PERMIT REVISION SET 02.19.16 EXIT AREA OF WORK °\A/.\ I REVIEWED I CODE COMPL APPROVE MAR 0 4 2t City of Tull BUILDING DI\ City Electronic Stamp Location RECTIGN RECEIVED CITY OF TUKWILA FEB 2 3 2016 PERMIT CENTER OR ANCE D 16 Drawn by: JG Project Manager: RM roject No: 15-3405-00 OVER SHEET / ,ila "ROJECT INFORMATION ISION 6. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE OF SUSPENDED ACOUSTIC CEILING GRID OR FACE OF FINISH MATERIAL FOR OTHER CEILING TYPES, UNLESS OTHERWISE NOTED. 7. DOCUMENTS ARE DRAWN DIAGRAMMATICALLY, AND SCALED DIMENSIONS ARE APPROXIMATE. DIMENSIONS SHALL INDICATE REQUIRED SIZE, CLEARANCES, AND RELATIONSHIPS ARE INDICATED BY DIMENSIONS AS NOTED. LONGEST COMMON PATH OF EGRESS TRAVEL: 31'-10" Original drawing is 24" x 36". Scale entities accordingly if reduced EXIT G.0.0 PROJECT NOTES 1. THESE PROJECT NOTES ARE GENERIC IN NATURE. CONTRACTORS INSTRUCTIONS FOR CONSTRUCTION ADMINISTRATION MAY VARY BASED ON THE CONTRACT BETWEEN BUILDING MANAGEMENT AND TENANT. VERIFY WITH BUILDING MANAGEMENT ALL CONSTRUCTION REQUIREMENTS AND CONSTRUCTION ADMINISTRATION RESPONSIBILITIES. THE DESIGNER MAY NOT HAVE CONSTRUCTION ADMINISTRATION OBLIGATIONS. 2. PLUMBING, ELECTRICAL, MECHANICAL & LIFE SAFETY SHALL BE PERFORMED UNDER THE DESIGN/BUILD CONTRACT, UNO. ALL WORK SHALL BE TO CODE. ANY INFORMATION ON THESE DRAWINGS ARE FOR REFERENCE AND SCHEMATIC DESIGN ONLY. CONTRACTOR IS RESPONSIBLE FOR ALL ASPECTS OF THE DESIGN. VERIFY REQUIREMENTS OF BUILDING MANAGEMENT AND TENANT. REVIEW OF SHOP DRAWINGS, IF APPROPRIATE, IS FOR AESTHETIC REASONS ONLY. 3. VERIFY BUILDING STANDARDS WITH BUILDING MANAGEMENT WHEN WORKING IN SUITES WITH NON BUILDING STANDARD ELEMENTS. VERIFY PREFERRED DETAILING OF THESE ELEMENTS WITH BUILDING MANAGEMENT. 4. VERIFY ALL RULES, GENERAL CONDITIONS AND SPECIALIZED BUILDING REQUIREMENTS WITH THE BUILDING MANAGEMENT. 5. VERIFY LEED REQUIREMENTS WITH BUILDING MANAGEMENT. DIMON I - GENERAL COMMONS 1. GENERAL DESCRIPTION OF THE PROJECT: NON-STRUCTURAL INTERIOR TENANT IMPROVEMENT OF A COMMERCIAL OFFICE SUITE, UON. 2. WHERE NO BUILDING STANDARDS EXIST FOR MATERIALS CALLED OUT AS "BUILDING STANDARD" ON THE PLANS, THE CONTRACTOR SHALL SO ADVISE BURGESS DESIGN WITHIN TEN (10) DAYS OF THE CONTRACTOR'S RECEIPT OF THE PLANS SO THAT BURGESS DESIGN MAY MAKE ALTERNATE SELECTIONS. 3. CONTRACTOR SHALL VERIFY ALL REQUIREMENTS OF EXACT SIZE AND QUANTITY OF EQUIPMENT FURNISHED BY THE TENANT, INCLUDING REQUIREMENTS FOR MECHANICAL AND ELECTRICAL SERVICES, AND IS RESPONSIBLE FOR ALL ROUGH -IN CONNECTIONS. EACH SUBCONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO ADJACENT WORK AND SHALL REPAIR SAID DAMAGE AT THEIR OWN EXPENSE. 4. FIRE/EMERGENCY SYSTEMS INCLUDE, BUT ARE NOT LIMITED TO, SPRINKLER MODIFICATIONS, FIRE EXTINGUISHER PLACEMENT, AUDIBLE ALARMS, SMOKE AND HEAT DETECTORS, STROBES, AND EXIT SIGN PLACEMENT. 5. ALL DESIGN BUILD INFRASTRUCTURE SHALL BE UNDER A SEPARATE PERMIT BY CONTRACTOR. 6. WORK NOT INCLUDED: CONTRACTOR SHALL PROVIDE THE FOLLOWING ITEMS DESCRIBED IN THE SPECIFICATIONS AND SHOWN ON THE PLANS EXCEPT FOR THE ITEMS INDICATED "N.I.C." (NOT IN CONTRACT), SUCH AS TELEPHONE AND DATA CABLES, OFFICE FURNITURE, EQUIPMENT AND MOBILE KITCHEN APPLIANCES. 7. CONTRACTOR TO PROVIDE ALL FIRE/EMERGENCY SYSTEMS AS REQUIRED BY ALL APPLICABLE CODES. FIRE/EMERGENCY SYSTEMS INCLUDE BUT NOT LIMITED TO SPRINKLER MODIFICATIONS, FIRE EXTINGUISHERS, AUDIBLE ALARMS, STROBES, SPRINKLERS, SMOKE AND HEAT DETECTORS, AND EXIT SIGNS. 8. EVERY EXIT DOOR SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT, AND SHALL BE EQUIPPED WITH PANIC HARDWARE WHERE REQUIRED AND INDICATED. 9. ANY MATERIAL USED IN CONSTRUCTION SHALL MEET CURRENT FLAME CODE REGULATIONS. 10. ALL ELECTRICAL, PLUMBING AND MECHANICAL MATERIAL INSTALLATIONS SHALL COMPLY WITH THE BUILDING SHELL STANDARD SPECIFICATIONS. 11. THE GENERAL CONTRACTOR SHALL LAY OUT THE WORK IN CONFORMITY WITH THE REQUIREMENTS OF CONTRACT DOCUMENTS, AND WILL BE HELD RESPONSIBLE FOR PROPER ESTABLISHMENT AND MAINTENANCE OF ALL LINES AND DIMENSIONS. BEFORE DOING AND WORK, THE GENERAL CONTRACTOR SHALL VERIFY ALL MEASUREMENTS AND CONDITIONS AT THE SITE AND NOTIFY THE ARCHITECTS OF ANY DISCREPANCIES. 12. THE CONTRACTORS SHALL USE DIMENSIONS ONLY. DO NOT SCALE PLANS. ALL DIMENSIONS ARE TO FINISHED FACE UNLESS OTHERWISE NOTED. 13. MATERIALS: ALL MANUFACTURED ARTICLES, MATERIALS, AND EQUIPMENT SHALL BE APPLIED AS RECOMMENDED BY MANUFACTURERS. ALL LIKE MATERIALS USED SHALL BE OF THE SAME MANUFACTURER AND QUALITY UNLESS OTHERWISE SPECIFIED. ALL MATERIAL, EQUIPMENT AND FIXTURES SHALL BE CODE WORTHY WITH ALL PROPER JURISDICTIONAL APPROVALS. 14. CONFIRM LONG LEAD ITEMS AT THE START OF THE JOB AND REPORT TO DESIGNER AND BUILDING MANAGEMENT ANY SCHEDULE CONFLICTS. 15. CONFIRM ALL WARRANTEE PERIOD WITH BUILDING MANAGEMENT. IN LIEU OF STANDARD ALL WORK SHALL BE WARRANTED FOR ONE YEAR. 16. CONFIRM STRUCTURAL SYSTEM OF BUILDING AND USE APPROPRIATE CONNECTION TECHNICS. UTILIZE REBAR OR TENDON DETECTION TECHNOLOGY TO LOCATE EXISTING STRUCTURE IN CONCRETE SLABS AND OTHER ON SITE CONDITIONS. DMSION II - SITE WORK AND 1. FURNISH ALL LABOR, MATERIALS AND EQUIPMENT AS REQUIRED TO COMPLETE THE DEMOLITION AND REMOVAL OF ALL ITEMS LOCATED IN THE CONSTRUCTION AREAS. UPON COMPLETION OF ALL DEMOLITION WORK, ALL AREAS SHALL BE LEFT BROOM CLEAN. 2. DEMOLITION OF TELEPHONES, ELECTRICAL, VOICE/DATA AND PANELS ARE TO BE REMOVED BACK TO ORIGINATING SOURCE. ' DEMOLITION OF CORES AND RELATED CABLING TO BE REMOVED FROM TENANT SPACES BELOW. 3. DURING THE REMOVAL OF ANY ENVIRONMENTALLY HAZARDOUS MATERIALS, PROTECTION GUIDELINES SHOULD BE STRICTLY FOLLOWED BY CODE OR LOCAL GOVERNING AUTHORITY. VERIFY ALL REQUIREMENTS WITH BUILDING OWNER. 4. ALL EXISTING CONSTRUCTION ITEMS THAT INTERFERE WITH THE CONSTRUCTION NEGOTIATED BY THE PRICING PLAN / SPACE PLAN WITH WORK LEITER SHALL BE REMOVED, RELOCATED, OR KEPT FLUSH IN CEILING, WALL, OR FLOOR AS REQUIRED. 5. ALL DAMAGED, ALTERED OR REWORKED AREAS SHALL BE PATCHED AS REQUIRED AND FINISHED TO MATCH EXISTING ADJACENT AREAS OR AS SPECIFIED TO PROVIDE A "LIKE -NEW FINISH". 6. CONTRACTOR SHALL PROVIDE PLASTIC SHEETING OR OTHER APPROPRIATE BARRIER TO CONTROL DUST AND DEBRIS SUCH THAT IT DOES NOT AFFECT AREAS OUTSIDE THE AREA OF WORK. 7. CONTRACTOR SHALL PROVIDE ALL DUE CAUTION FOR SITE WORK. CALL 811 BEFORE STARTING ANY SITE WORK. DMSKIN VI - ARCI IIEC1URAL CARPENTRY AND K 1. ROUGH CARPENTRY TO INCLUDE ANY WOOD STUDS, FURRING, BLOCKING, ROUGH FRAMING, WOOD CURBS, BUCKS, NAILERS, BACKING, FIXTURE FRAMING, EQUIPMENT SUPPORTS, ETC. AS DETAILED. 1. FINISH CARPENTRY TO INCLUDE INSTALLATION OF ALL FIXTURES AND ASSOCIATED TRIMS, HARDWARE AND NOSINGS. 2. PROVIDE INTERIOR DOOR AND SIDELIGHT FRAMES AS SCHEDULED. 3. CABINET CONSTRUCTION: COMPLY WITH THE A.W.I. ARCHITECTURAL WOODWORK QUALITY STANDARDS FOR CUSTOM GRADE WORK. CABINETS SHALL BE FLUSH CONSTRUCTION. 4. PROVIDE PARTICLE BOARD, MED. DENSITY, WEIGHING <40 LB./CU. FT., AT LEAST 3/4" THICK. 5. CABINET HARDWARE: FULL EXTENSION DRAWER GLIDES, STAINLESS STEEL CABINET PULLS, US32D FINISH, AND CONCEALED DOOR HINGES, SHELF HARDWARE AND OTHER REQUIRED ITEMS, UON IN ELEVATIONS / DETAILS, OR PER BUILDING STANDARD. 6. PLASTIC LAMINATE: HIGH-PRESSURE DECORATIVE LAMINATE SELECTED FROM WILSONART, NEVAMAR, AND FORMICA, UON. LAMINATE TO BE GENERAL-PURPOSE GRADE .050" HORIZONTAL AND .030" VERTICAL SHELVING SHALL COMPLY WITH AM SECTION 600. 7. CABINET HINGES SHALL BE 135 DEGREE FRAMELESS CONCEALED EUROPEAN STYLE HINGLE AND FULL EXTENSION HEAVEY DURTY DRAWER GLIDES, UNO. CORNER UNITS SHALL BE 94 DEGREE HINGES. 8. INTERIOR CABINET SURFACES & SHELVES TO BE OF PREFINISHED BOARD WITH POLYESTER OVERLAY, UON. 9. SHELF EDGING TO BE P -LAM, UON. 10. SUBMIT SHOP DRAWING SUBMITTALS FOR ARCHITECT REVIEW. DIVISION VII - WATERPROOFING 1. WHEN PROJECT CONSISTS OF NEW RESTROOMS OR SHOWERS OR OTHER TYPES OF BUILD OUT. GC SHALL VERIFY ALL WATERPROOFING REQUIREMENTS WITH BUILDING MANAGEMENT. PROVIDE WATERPROOFING PER MANUFACTURE'S SPECIFICATION. 2. ROOF WORK SHALL BE DONE UNDER BUILDING MANAGEMENTS WARRANTEE POLICY. VERIFY ALL REQUIREMENTS WITH BUILDING MANAGEMENT. DMSKIN V1O - THERMAL AND DiSTURE PROTECTION 1. PROVIDE AND INSTALL INTERIOR SUITE DOORS AS INDICATED ON DRAWINGS. 2. DOOR SCHEDULE SPECIFIES FINISH (BOTH SIDES OF DOOR) AND FRAME, UON. 3. DOORS SHALL BE PRE -MACHINED FOR HARDWARE PER HARDWARE SCHEDULE. 4. SUBMIT SHOP DRAWING SUBMITTALS FOR ARCHITECT REVIEW. 5. CONTRACTOR SHALL REVIEW SUITE FOR DOOR STYLE CHANGES AND VERIFY WITH ARCHITECT AND BUILDING MANAGEMENT THE DOOR AND SIDELIGHT STYLE TO MATCH IF A VARIATION IS PRESENT. 6. PROVIDE FIRE PROTECTION IN ALL PENETRATIONS IN RATED ASSEMBLIES. 7. iN OPEN CEILING CONDITIONS REPAIR OR REPLACE FIRE PROTECTION AS NEEDED. 8. IF SPRAY ON FIREPROOFING IS VISIBLE AND TO RECEIVE PAINT FINISH PROVIDE A SMALL AREA MOCK UP OF BOTH FIRE PROOFING AND WALL SURFACE SO THAT THE COLOR CAN BE CORRECTED DUE TO THE SUBSURFACE CONDITIONS OF DISSIMILAR MATERIALS. 9. PATCH AND REPAIR ANY FIREPROOFING AT SHAFTS, CORRIDORS AND OTHER RATED ASSEMBLIES AS NEEDED. MATCH EXISTING RATINGS AND CONDITIONS. PROVIDE FIRESTOPPPING, SEALANT AND OTHER FIRE RATED ASSEMBLIES AS NEEDED. VERIFY WITH BUILDING MANAGEMENT PREFERRED METHODS AND MATERIALS. 6. FINISH AND SPECIALTY HARDWARE INCLUDES ALL ACCESSORIES, TOOLS, AND FASTENERS REQUIRED FOR HARDWARE INSTALLATION AND MAINTENANCE. ITEMS NOT SPECIFICALLY MENTIONED, BUT NECESSARY TO COMPLETE THE WORK, SHALL BE FURNISHED MATCHING IN QUALITY AND FINISH OF SPECIFIED IN SIMILAR LOCATIONS. 7. PROVIDE ALL HARDWARE AS SPECIFIED PER THE HARDWARE SCHEDULE. 8. ALL LOCK SETS SHALL CONFORM TO THE BUILDING'S GRAND MASTER KEYING SYSTEMS. PROVIDE AT LEAST TWO (2) KEYS FOR EACH LOCK AND TWO (2) MASTER KEYS FOR THE SUITE. ALL KEYS TO BE TAGGED WITH ROOM NUMBERS. CONFIRM QUANTITY WITH BUILDING MANAGEMENT. 9. SUBMIT HARDWARE SCHEDULE WITH CATALOGUE CUT SHEETS FOR ARCHITECT REVIEW. 10. ALL DOORS SHALL HAVE A MINIMUM OF 1-1/2 PAIR OF BUTT HINGES, ONE LATCHSET OR LOCK SET, AND ONE DOOR STOP TO MEET ACCESSIBILITY REQUIREMENTS. 11. ALL HARDWARE SHALL BE COMMERCIAL GRADE AND RATED AT REQUIRED ASSEMBLIES. 12. PROVIDE CLOSERS PER HARDWARE SCHEDULE AND AT ALL RATED ASSEMBLIES. 13. ALL HARDWARE SHALL MATCH BUILDING STANDARD IN STYLE AND FINISH. 14. SET UNITS LEVEL, PLUMB AND TRUE TO UNE AND LOCATION. ADJUST AND REINFORCE THE ATTACHMENT SUBSTRATE AS NECESSARY FOR PROPER INSTALLATION AND OPERATION. 15. ADJUST AND CHECK EACH OPERATING ITEM OF HARDP WARE AND EACH DOOR TO ENSURE PROPER OPERATION OR FUNCTION OF EVERY UNIT. REPLACE UNITS WHICH CANNOT BE ADJUSTED TO OPERATE FREELY AND SMOOTHLY AS INTENDED FOR THE APPLICATION MADE. 16. PROVIDE PROPER SMOKE GASKETS AT RATED ASSEMBLIES. 17. THE FOLLOWING UL LISTINGS ARE REQUIRED ON THE FOLLOWING HARDWARE: PANIC HARDWARE - UL #305 FIRE EXIT HARDWARE - UL #106 & UL #305 ELECTROMAGNETIC LOCK HARDWARE - UL # FWAX-S-A-6635 THE CRASH BAR MUST BE AT LEAST 1/2 OF THE DOOR WIDTH AND OPEN FORCE NO MORE THAN 5 LBS. VERIFY WITH BUILDING STANDARD & MANAGEMENT AND INFORM ARCHITECT IF BUILDING STANDARD DOESN'T COMPLY. 18. ALL EXTEIOR DOORS SHALL HAVE CODE REQUIRED U VALUE AND WEATHER STRIPPING. 19. ALL GLASS AT SIDELIGHTS AND DOORS SHALL BE 1/4" TEMPERED SAFETY GLAZING, UON. 20. CONTRACTOR SHALL VERIFY GLASS THICKNESS IS APPROPRIATE FOR DIMENSIONS AND SPANS. 21. THIS PROJECT MAY CONTAIN GLAZING THAT WILL BE SUBJECT TO FEDERAL GLAZING STANDARDS. GLAZING SUBCONTRACTOR SHALL BE RESPONSIBLE FOR ADHERENCE TO THE REQUIREMENTS. IF GLAZING SUBCONTRACTOR FINDS ANYTHING IN THE DOCUMENTS NOT IN COMPLIANCE WITH THE STANDARD, THEY SHALL BRING DISCREPANCIES TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. 22. RATED GLASS (CERAMIC) RELITE SHALL BE PREMIUM POLISHED FINISH. GLAZING SHALL COMPLY WITH IBC 716.3 D1HSION IX - FINISHES 1. INCLUDE NECESSARY MATERIALS, LABOR AND ACCESSORIES FOR THE INSTALLATION OF ALL PARTITIONS AS SHOWN IN THE PLANS. 2. ,"WALL SURFACES" MEAN ALL VERTICAL SURFACES INCLUDING COLUMNS WHERE EXPOSED, CONVECTOR OR RADIATOR ENCLOSURES, FASCIAS, RETURNS, PLYWOOD BACKBOARDS, ETC. 3. ALL PARTITION HEADS SHALL MATCH BUILDING STANDARD, UON. 4. WALLS SHOWN ALIGNED WITH BASE BUILDING STRUCTURE SHALL BE FLUSH AND SMOOTH WITH BASE BUILDING STRUCTURE, UON. 5. SEISMIC BRACING: PROVIDE SEISMIC BRACING AS REQUIRED PER THE LATEST BUILDING CODES TO THE PARTITION HEADS AND CEILING GRID. 6. FRAMING STUDS: GALVANIZED STEEL STUDS PER CONSTRUCTION PLANS. PROVIDE WITH SHEET METAL BACKING WITHIN ALL WALLS RECEIVING CASEWORK (CABINETS, BOOKSHELVES, ETC.). VERIFY STUD SIZE MATCHES DOOR FRAMES IN STOCK IF APPLICABLE. 7. CONTRACTOR SHALL PROVIDE AND LOCATE ACCESS PANELS AS REQUIRED AFTER INSTALLATION OF MECHANICAL DUCTS, PLUMBING, AND ELECTRICAL WORK. FIRE RATE AS REQUIRED. 8. ALL DRYWALL TO BE 5/8" TYPE "X" UNLESS OTHERWISE NOTED. PROVIDE "M/R" TYPE DRYWALL OR CEMENT BOARD WHERE REQUIRED BY CODE AND AT ALL TOILET ROOMS, AND BEHIND CERAMIC TILES, UON. 9. INSTALL CORNER BEADS AT ALL EXTERNAL CORNERS. INSTALL METAL EDGE TRIM WHENEVER EDGE OF GYPSUM BOARD WOULD OTHERWISE BE EXPOSED OR SEMI -EXPOSED. 10. PRIOR TO RECEIVING FINISH, ALL SURFACES SHALL BE PROPERLY PREPARED AS REQUIRED TO RECEIVE FINAL FINISHING AS SPECIFIED. 11. EXTEND ALL SOFFIT FRAMING TO STRUCTURE ABOVE. PROVIDE STRUCTURAL DIAGONAL BRACING AS NECESSARY. 12. PROVIDE FRAMING FOR SUSPENDED CEILING WITH SEISMIC BRACING IN ACCORDANCE WITH REQUIREMENTS OF APPLICABLE CODES AND AS SHOWN ON DRAWINGS. 13. USE ACOUSTICAL SEALANT AROUND ALL PIPES, DUCTS, CONDUIT, OUTLETS, SWITCHES, ETC. ON BOTH SIDES OF CROSSING/PENETRATING WALLS WITH ACOUSTICAL INSULATION. PENETRATIONS OF FIRE -RATED WALLS SHALL BE PROTECTED BY APPLICABLE FIRE -RATED ASSEMBLIES AND MATERIALS. 14. FIRE AND SMOKE SEPARATION ASSEMBLIES SHALL BE MARKED AS REQUIRED IN IBC SECTION 703.7. 15. PROVIDE NEW CEILING TILE, CEILING GRID AND ALL ACCESSORIES AS REQUIRED TO INSTALL SUSPENDED ACOUSTICAL CEILINGS AS INDICATED ON DRAWINGS. 16. PROVIDE SEISMIC BRACING AS REQUIRED BY CODE AT NEW CEILING WORK ONLY. VERIFY WITH BUILDING MANAGEMENT IF EXISTING CONDITIONS ARE SEISMICALLY BRACED OR PROVIDE PER CODE. 17. COORDINATE WORK WITH OTHER TRADES HAVING WORK IN THE CEILING AND THE TELEPHONE AND DATA CABLE COMPANIES WHEREVER THEIR RESPECTIVE WORK IS CONTIGUOUS. 18. PROVIDE CUTOUTS AND OTHER SPECIAL PROVISIONS IN ACOUSTICAL WORK AS REQUIRED FOR LIGHTING FIXTURES, REGISTERS, DIFFUSERS, SPRINKLERS, AND OTHER INSERTED ITEMS. 19. ALL CUTOUTS SHALL BE CENTERED WITHIN ACOUSTIC CEILING TILE, UON. 20. ALL MATERIALS SHALL HAVE CLASS 1 FLAME SPREAD RATING AND BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATION AND CODES. 21. ALL JOINTS IN THE TILE FIELD SHALL BE SQUARE, LEVEL AND PERFECTLY ALIGNED WITH EACH OTHER. 22. INSTALLED SUSPENDED CEILINGS TO BE LEVEL WITHIN A TOLERANCE OF 1/8" IN 12'-0". ANCHOR AS REQUIRED. 23. IN AREAS OF ALTERATIONS CONTRACTOR SHALL MATCH CONDITIONS AND MAKE EVERY EFFORT TO ALIGN, LEVEL AND MATCH NEW CEILING TO OLD. CONTRACTOR SHALL REVIEW ALL CEILINGS UPON COMMENCEMENT OF THE PROJECT AND INFORM THE BUILDING MANAGEMENT OF ANY DISCONTINUITIES IN THE CEILING WITHIN 10 DAYS. 24. ADJUST PARTITION HEAD DETAIL TO MATCH EXISTING CEILING CONDITIONS IF NECESSARY. 25. IN OPEN CEILING CONDITIONS OR IF CLOUDS ARE SPECIFIED, PROVIDE ALL WORK SUITABLE FOR AN EXPOSED AND VISIBLE CONDITION. HANGING, CONDUIT, DUCTWORK AND OTHER ITEMS SHALL BE PLUM AND TRUE. VERIFY ALL REQUIREMENTS WITH BUIDUNG OWNER CONCERNING MAINTAINING THE RETURN AIR PLENUM. PROJECTS THAT CONVERT ACT SPACE INTO OPEN SPACE SHALL HAVE THE FINISH OF THE OLD INTERSTITIAL SPACE FINISHED WITH GWB TO A LEVEL FLOOR FINISH, UNO. THIS MAY REQUIRE FURRING OR STUDS EXTENDED TO THE UNDERSIDE OF STRUCTURE. 26. PROVIDE ACOUSTICAL INSULATION BETWEEN FRAMING STUDS AND EXTENDING TWO FEET ON EACH SIDE OF PARTITION HEAD ABOVE CEILINGS FOR ALL WALLS NOTED PER PLANS. 27. NEW DEMISING WALL CONSTRUCTION TO HAVE SOUND BATT INSULATION BETWEEN FRAMING STUDS AND TWO FEET OF INSULATION ON EITHER SIDE OF THE PARTITION HEAD ABOVE CEILING GRID, UON. 28. PROVIDE VCT, SHEET LINOLEUM, SHEET VINYL AND RUBBER BASE AS INDICATED IN DRAWINGS. COLOR AND MANUFACTURER PER FINISH SCHEDULE. 29. PROVIDE RUBBER -REDUCING STRIPS IN COLOR TO MATCH SPECIFIED BASE, UNO. REDUCING STRIPS TO OCCUR AT ALL AREAS OF FLOOR MATERIAL TRANSITION. USE STAINLESS STEEL TRANSITION AT TILE TO DISSIMILAR MATERIAL, UNO. 30. BASE TO BE INSTALLED 'N LONGEST AVAILABLE LENGTH WITH NO PIECE LESS THAN 12". NO JOINTS AT OUTSIDE CORNERS OR WITHIN 6" OF CORNERS. VERIFY HEIGHT OF RUBBER BASE REQUIRED WITH BUILDING MANAGEMENT. 4.5" MAY BE NECESSARY. 31. PATCH, LEVEL AND PREFARE SUB FLOORING WITH CEMENTITIOUS UNDERLAY PER MFR'S WRITTEN INSTRUCTIONS IN AREAS TO RECEIVE NEW FLOORING. MAY. ALLOWABLE TOLERANCE = 1/4" OVER 10'. 32. GENERAL CONTRACTOR STALL APPLY FLOOR WAX TO NEW FLOORING AREAS PER MANUFACTURERS SPECIFICATION, UON. 33. UNLESS SPECIFIED ALL RUBBER BASE SHALL BE COVED BASE. 34. PROVIDE AND INSTALL COMMERCIAL GRADE CARPET AS INDICATED IN DRAWINGS. 35. PROVIDE SEAMING DIAGRAMS FOR ARCHITECT'S REVIEW. 36. UNLESS OTHERWISE NOTED, PRIME ALL GWB WALL SURFACES AND PAINT WITH MINIMUM OF TWO (2) FINISH COATS OF BENJAMIN MOORE EGGSHELL FINISH LATEX PAINT OR APPROVED EQUAL, UON. PROVIDE FOR NUMBER OF PAINT COLORS AS INDICATED IN DRAWINGS. VERIFY STANDARD LEVEL OF FINISH WITH BUILDING MANAGEMENT. 37. FINISH DOORS, DOOR FRAMES, AND SIDELIGHT FRAMES AS INDICATED IN DRAWINGS. A) PAINTED WOODWORK TO BE FINISHED WITH ONE (1) COAT PRIMER AND TWO (2) FINISH COATS. B) SEALED WOODWORK TO BE STAINED PER FINISH SCHEDULE AND SEALED WITH A COMMERCIAL GRADE CLEAR SATIN VARNISH. 38. PAINT FOR THE LIGHT SURFACES TO CONFORM TO THE REQUIREMENTS OF THE "ARCHITECTURAL SPECIFICATIONS MANUAL" (AWS) FOR PAINT SYSTEMS. LATEX PAINT: AWS SYSTEM 3-B "CUSTOM" (1) COAT PRIMER AND TWO (2) FINISH COATS. GRADE LIGHT COLOR PAINT FINISH CN GYPSUM BOARD SURFACES. 39. PAINT FOR THE DARK SURFACES TO CONFORM TO THE REQUIREMENTS FOR THE "ARCHITECTURAL SPECIFICATIONS MANUAL" (AWS) FOR PAINT SYSTEMS. LATEX PAINT: AWS SYSTEM 3-B "CUSTOM" (1) COAT PRIMER AND TWO (2) FINISH COATS. GRADE DEEP TONE PAINT FINISH ON GYPSUM BOARD SURFACES. 40. UPON COMPLETION OF NORK, REMOVE EXCESS PAINT, STAIN, VARNISH, ADHESIVE, CAULK, ETC. FROM ALL OTHER SURFACES THAT WERE NOT SPECIFIED TO RECEIVE SAME. 41. TOUCH-UP AND PATCH SURFACES AS REQUIRED AFTER THE COMPLETION OF WORK BY OTHER TRADES. 42. WHERE COLUMNS OCCUR IN AREAS SCHEDULED TO BE FINISHED, THEY SHALL RECEIVE THE SAME FINISH AS THE ROOM, UON. 43. ALL PAINTED SURFACES SHALL BE PREPARED IN STRICT ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS (ESPECIALLY IN REGARD TO THE PRIMING OF EXISTING SURFACES). 44. PUTTY ALL NAIL HOLES, COUNTERSUNK SCREWS, BOLTS, CRACKS, ETC. BEFORE APPLYING FINISH. 45. SAND ALL WOOD SURFACES SMOOTH AND EVEN BEFORE APPLYING FINISH. 46. SAND ENAMELED FINISHES APPLIED TO WOODS OR METAL BETWEEN COATS WITH FINE SANDPAPER TO PRODUCE SMOOTH FINISH. 47. MAKE FINISH WORK UNIFORM AND SMOOTH, FREE OF RUNS, SAGS, DEFECTIVE BRUSHING AND CLOGGING. MAKE EDGES OF PAINT ADJOINING OTHER MATERIALS OR COLORS SHARP AND CLEAN WITHOUT OVERLAPPING. 48. CHANGE PAINT FORMULATION AS REQUIRED FOR DIFFERENT ENVIRONMENTS, MATERIALS AND SURFACE PREPARATIONS. 49. VERIFY ATTIC STOCK RECUIREMENTS OF ALL FINISH MATERIALS WITH BUILDING MANAGEMENT AND TENANT. DIVISION XII - FURNISHINGS 1. ALL EXISTING INTERIOR AND PERIMETER MINI BLINDS TO BE BAGGED AND CLEANED TO LIKE -NEW CONDITION. 2. ALL PERIMETER GLAZING 10 RECEIVE BLINDS AS INDICATED IN DRAWINGS. COORDINATE WITH BUILDING MANAGEMENT. MATCH EXISTING CONDITIONS UON. 3. ALL INTERIOR SIDELIGHTS TO RECEIVE 1" MINI -BLINDS WHERE INDICATED IN DRAWINGS. 4. PROVIDE SAMPLE AND CUT SHEET TO ARCHITECT FOR REVIEW. 5. PROVIDE AND INSTALL ALL CODE REQUIRED SIGNAGE. 6. TENANT'S FURNITURE SHALL BE THE RESPONSIBLITLY OF THE TENANT AND THEIR VENDOR. GC SHALL INVITE AND COORDINATE TENANTS VENDOR FOR FIELD MEASUREMENTS AND VERIFICATION OF LAYOUT AND ALL ELECTRICAL AND VOICE DATA REQUIREMENTS. 7. FURNITURE SYSTEMS CONNECTIONS (WHIPS) SHALL BE PROVIDED BY TENANT'S FURNITURE VENDOR AND INSTALLED BY THE GC, UNO. GC TO COORDINATE. VERIFY ALL ELECTRICAL AND VOICE DATA CONNECTIONS. DIVISION XXI - FIRE SUPPRESSION 1. ALTER OR INSTALL FIRE PROTECTION SYSTEM PER BUILDING STANDARD, LOCAL REGULATIONS AND ORDINANCES. 2. PROVIDE ALL EMERGENCY LIGHTING, EXIT SIGNS, FIRE ALARM SPEAKERS, STROBES AND BELLS AS REQUIRED BY CODE. DESIGN AND INSTALL THE SAME IN COMPLIANCE WITH THE AMERICANS WITH DISABILITIES ACT. 3. PROVIDE SPRINKLERS, FIRE RATED DOORS AND FRAMES, FIRE EXTINGUISHERS, ETC. AS REQUIRED BY APPLICABLE LOCAL CODES AND LAWS. 4. FIRE EXTINGUISHERS SHALL BE BY UNDERWRITER'S LABORATORY 2A-10BC 5 -LB, MULTIPURPOSE EXTINGUISHER WITH SQUEEZE -TYPE HANDLE AND FLEXIBLE DISCHARGE HOSE WITH VISIBLE PRESSURE GAUGE, UON. 5. FIRE EXTINGUISHERS SHALL BE INSTALLED PER BUILDING STANDARD REQUIREMENTS, UON. VERIFY LOCATION WITH FIRE MARSHALL. WHEN REQUIRED BY CODE, PROVIDE 1 WALL MOUNT TYPE IN EACH SERVER ROOM OR LABORATORY. 6. A. B. C. D. E. DESIGN BUILD FIRE PROTECTION DRAWINGS SHALL INDICATE: LAYOUT, LOCATION, AND SIZE OF SPRINKLER LINES AND HEADS. PRESSURE REQUIREMENTS. SPRINKLER HEAD SPECFICATIONS. LOCATION OF FIRE PROTECTION RISERS AND WALL HYDRANTS CHANGES OF USE SHALL BE RESOLVED FOR NEW OCCUPANCY FIRE FLOW. 7. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. INCLUDE HORNS AND STROBES. 8. ALL SPRINKLER HEADS SHALL BE CENTERED IN ACOUSTICAL CEILING TILE, UON. 9. USE OF NFPA 13 QUICK RESPONSE HEADS MAY BE REQUIRED. CONTRACTOR SHALL VERIFY EXTENT OF QUICK RESPONSE HEADS BY CITY FOR THIS PROJECT. 10. IF CEILING IS DESIGNED FOR AN OPEN CEILING CONDITION, GC SHALL PROVIDE SPRINKLER HEADS IN AN UPRIGHT CONDITION. WORK SHALL BE VISIBLE AND SUITABLY CONSTRUCTED. DIVISION XXII - PLUMBING 1. PROVIDE SUPPLY, WASTE AND VENT LINES, VALVES, FITTINGS, ETC. REQUIRED FOR KITCHEN SINKS, DISHWASHER, REFRIGERATOR, AIR CONDITIONING UNIT(S), VENDING MACHINES, COFFEE MAKER, WATER HEATERS, ETC. 2. ALL FIXTURE INSTALLATIONS SHALL CONFORM TO THE AMERICANS WITH DISABILITIES ACT. 3. PROVIDE NEW PLUMBING FIXTURES AS SPECIFIED PER DRAWINGS, OR PER BUILDING STANDARD, UON. 4. PROVIDE HOT AND COLD WATER TO SINKS/DISHWASHERS IF APPLICABLE. 5. ALL NEW WATER HEATERS ARE TO BE INSTALLED WITH DRIP PAN CONNECTED TO WASTE LINE. VERIFY LOCATIONS WITH BUILDING MANAGEMENT AND INSPECTORS. 6. ALL PLUMBING FIXTURES ARE TO BE INSTALLED TO MEET CURRENT GOVERNING LOCAL AND FEDERAL CODES. 7. CONTRACTOR SHALL PROVDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 8. VERIFY WATER SUPPLY & SEWER DRAIN CAPACITY FOR ENTIRE BUILDING WILL MEET NEW CAPACITY WHEN NEW RESTROOMS ARE ADDED TO BUILDING. DMSION XXIII - MECHANICAL 1. PROVIDE BUILDING STANDARD HVAC SYSTEM WITH ALL MATERIALS, LABOR AND ACCESSORIES FOR COMPLETE OPERATION OF SYSTEM. CONTRACTOR TO BALANCE HVAC SYSTEM AS REQUIRED. 2. DESIGN BUILD MECHANICAL ENGINEERING DRAWINGS INDICATE: A. DUCTS, AIR MOVEMENT REQUIREMENTS, & SIZES OF GRILLES & REGISTERS. 3. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 4. HVAC CONTRACTOR TO CLEAN, REPAIR OR REPLACE SOILED OR DAMAGED HVAC GRILLS, FILTERS AND THERMOSTATS. 5. RE -ZONE, ALTER OR SEPARATE HVAC AS NECESSARY AS DIRECTED BY BUILDING MANAGEMENT FOR ALTERED SUITES. 6. IN OPEN CEILING CONDITIONS DESIGN OF HVAC WILL ACCOUNT FOR CHANGES IN THE RETURN AIR PLENUM. ALL HVAC WILL BE VISABLE AND OF SUITABLE MATERIAL AND INSTALLATION METHOD. 7. IN HIGHRISE BUILDINGS CONTRACTOR SHALL VERIFY METHOD OF SMOKE CONTROL AND PROVIDE DESIGN CONSIDERATIONS IF NEEDED. 1411l,'1t0k .1AI - a al ► I3 hUJ„ . 1. REUSE EXISTING ELECTRICAL AND DATA AS APPROPRIATE TO MEET THE TENANT'S REQUIREMENTS. REPLACE OUTLET COVER PLATES TO MATCH NEW FINISH IF APPLICABLE. 2. PROVIDE ALL WORK, EQUIPMENT AND LABOR FOR A COMPLETE AND OPERABLE ELECTRICAL SYSTEM. PROVIDE ELECTRICAL OUTLETS PER POWER AND DATA PLAN. 3. PROVIDE MUD RING FOR DATA AND COMMUNICATION AS SHOWN ON THE POWER AND DATA PLAN. EACH MUD RING TO HAVE A MINIMUM NUMBER OF WIRE PULLS AS INDICATED ON DRAWINGS. COORDINATE DATA CABLE CONFIGURATION WITH THE TENANT. 4. ALL OUTLETS AND MUD RINGS TO BE LOCATED AT 18" AFF TO THE CENTER LINE, UON. 5. WHERE MULTIPLE DEVISES OCCUR IN A SINGLE LOCATION, ALL DEVICES SHALL BE GANGED UON. 6. ALL ELECTRICAL OUTLETS WITHIN THE CODE REQUIRED DISTANCE FROM A SINK SHALL BE ON A GROUND FAULT INTERRUPTED CIRCUIT. 7. ALL WIRING DEVICES: SHALL BE BUILDING STANDARD EXCEPT: "ISOLATED GROUND" OUTLETS SHALL BE ORANGE, "HOSPITAL GRADE ISOLATED GROUND" OUTLETS SHALL BE ORANGE WITH A GREEN DOT, "EMERGENCY" OUTLETS SHALL BE RED, AND "DEDICATED" OUTLETS FOR "CLEAN CIRCUIT" FIXTURES SHALL BE GRAY (UNLESS BUILDING STANDARD DICTATES OTHERWISE). ALL COVER PLATES SHALL BE BUILDING STANDARD FINISH, UON. VERIFY WITH BUILDING MANAGEMENT. 8. PROVIDE SEPARATE CIRCUITS FOR TENANT'S EQUIPMENT (INCLUDING THE TELEPHONE SWITCH, COPIERS, COMPUTERS, ETC.) WHEN NOTED ON THE CONSTRUCTION DOCUMENTS. 9. COORDINATE SCHEDULE WITH FURNITURE VENDOR FOR THE USE OF ELECTRICIANS DURING THE INSTALLATION OF TENANT'S NEW FURNITURE. 10. ALL ELECTRICAL WIRING, TELEPHONE AND COMPUTER CABLING, AND CONDUIT SHALL BE CONCEALED IN FLOORS, WALLS, OR CEILINGS. CABLING FOR VOICE AND DATA TO BE PROVIDED BY TENANT'S VENDORS AND SHALL BE COORDINATED BY THE BUILDING MANAGER, UNO. 11. THE CONTRACTOR IS TO COORDINATE WITH THE TENANTS SUPPLIED FURNITURE SYSTEMS TO INCLUDE BUT NOT UMITED TO: ELECTRICAL AND DATA WIRING LOCATIONS, J -BOX LOCATIONS, CONNECTIONS AND WALL MOUNTED REQUIREMENTS. 12. THE CONTRACTOR IS TO VERIFY EXISTING ABANDONED CORE DRILL LOCATIONS AND FILL AS REQUIRED WITH MATERIAL TO MEET CURRENT FLAME SPREAD REGULATIONS. LOCATIONS TO BE PREPARED TO RECEIVE NEW FLOOR FINISH AS REQUIRED. FLOOR SHALL BE LEFT FLUSH. 13. ARCHITECTURAL DRAWINGS INDICATE LOCATION ONLY OF DEVICES SHOWN. SWITCHING AND CIRCUITING SHALL BE INDICATED ON SEPARATE ELECTRICAL ENGINEERING AS -BUILT DRAWINGS AND SHALL MEET OWNER'S GUIDELINES. 14. ALL TELEPHONE, ELECTRICAL, COMMUNICATION AND SECURITY WORK SHALL BE COMPLETED IN ACCORDANCE WITH ALL APPLICABLE CODES. 15. DRAWINGS INDICATE ALL DIMENSIONS TO CENTERLINE OF TELEPHONE, ELECTRICAL, AND COMMUNICATION COVER PLATE. OUTLETS SHOWN GROUPED TOGETHER ON PLAN SHALL BE SET TO A MINIMUM DIMENSION BETWEEN EACH DEVICE. 16. BACK-TO-BACK OUTLETS ARE NOT PERMITTED. OFFSET OUTLETS THE MINIMUM DIMENSION REQUIRED FOR ACOUSTICAL CONTROL 17. LOCATION OF ALL WALL MOUNTED POWER AND DATA DEVICES SHALL BE FIELD REVIEWED BY THE TENANT BEFORE INSTALLATION. 18. ELECTRICAL ENGINEER TO PROVIDE DESIGN/BUILD PACKAGE TO ARCHITECT FOR REVIEW PRIOR TO INSTALLATION. 19. THE LAYOUT DIAGRAMS COORDINATE LOCATION OF POWER & DATA DEVICES. REFER TO DESIGN/BUILD DOCUMENTS FOR SCOPE, TECHNICAL LAYOUT AND SPECIFICATIONS FOR EACH DISCIPLINE. 20. ARCHITECTS DOCUMENTS INDICATE LOCATION AND RELATIONSHIP OF DEVICES. COORDINATE EXACT LOCATION WITH FURNITURE VENDOR. 21. COORDINATE POWER/DATA, FIRE SAFETY DEVICES & LIGHT FIXTURE MOUNTING LOCATIONS WITH INTERIOR ELEVATIONS, SYSTEM FURNITURE, FINISHES & CASEWORK. 22. PROVIDE EXTENSION RINGS AND MOUNTING ACCESSORIES WHERE REQUIRED FOR POWER/DATA DEVICES AND LIGHT FIXTURES. COORDINATE WITH INTERIOR FINISHES AND CASEWORK. 23. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 24. RECIRCUIT, ALTER OR SEPARATE ELECTRICAL AND VOICE SYSTEM AS NECESSARY AND AS DIRECTED BY BUILDING MANAGEMENT FOR ALTERED SUITES. 25. IN AN OPEN CEILING CONDITION ALL ELECTRICAL AND VOICE DATA SHALL BE VISIBLE AND SUITABLE INSTALLATION METHODS SHALL BE USED. 26. LOCATION OF SWITCHES SHALL BE SHOWN ON THE REFLECTED CEILING PLAN. ALL SWITCHES SHALL BE MOUNTED AT A MAXIMUM HEIGHT OF 48" A.F.F. TO MEET THE LATEST ACCESSIBILITY CODES AND REGULATIONS. 27. WHERE MULTIPLE SWITCHES OCCUR IN A SINGLE LOCATION, ALL SWITCHES SHALL BE GANGED UON. 28. WHEN WORKING IN PUBLIC CORRIDOR OR COMMON AREAS VERIFY SWITCHING REQUIREMENTS WITH BUILDING MANAGEMENT. 29. VERIFY WITH BUILDING MANAGEMENT SEPARATION OF SUITE SWITCHING WHEN DEMISING CONFIGURATIONS CHANGE. 30. DOWN LIGHTS SHOWN IN THE CENTER OF CEILING TILE WITHOUT DIMENSIONS ARE TO BE LOCATED IN THE CENTER OF CEILING TILE OR CENTER OF 2X2 PORTION OF 2X4 SECOND LOOK TILE. UON. 31. REUSE ALL EXISTING BUILDING STANDARD FLUORESCENT FIXTURES AS NEEDED PER DESIGN LAYOUT AND TO MEET LOCAL ENERGY CODE COMPLIANCE. VERIFY OR PROVIDE NEW LAMPS AND REPLACE FAULTY BALLASTS. 32. PERMIT DRAWINGS TO BE REVIEWED AND APPROVED IN WRITING BY LANDLORD PRIOR TO COMMENCEMENT OF WORK. 33. ALL OFFICE AREAS LESS THAN 300 SQ. FT. ENCLOSED BY WALLS OR CEILING -HEIGHT PARTITIONS, AND ALL MEETING AND CONFERENCE ROOMS, SHALL BE EQUIPPED WITH OCCUPANCY SENSORS, PER CODE. 34. DESIGN BUILD ELECTRICAL ENGINEERING DRAWINGS INDICATE: A. CIRCUITING AND WIRING OF LIGHT FIXTURES, AND SWITCHES. B. LIFE SAFETY EQUIPMENT. C. LOCATION OF REQUIRED EMERGENCY LIGHT FIXTURES. D. LIGHT FIXTURE SPECIFICATIONS 35. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 36. CONTRACTOR SHALL RE -CIRCUIT AND RE -SWITCH ALL ASPECTS OF TENANT SUITE AND ADJOINING SUITES AS NECESSARY TO FULLY SEPARATE TENANT SUITE FROM OTHERS, AND PROVIDE NEW CORRIDOR, HALLWAY AND OPEN OFFICE SWITCHES AS NEEDED. 37. VERIFY SWITCHING WITH TENANT AND BUILDING MANAGEMENT. VERIFY APPROVED ENERGY CODE REQUIREMENTS OR ENERGY MANAGEMENT SYSTEM AS PART OF THE DESIGN BUILD CONTRACT. 38. PROVIDE, ALTER OR VERIFY ALL EMERGENCY EXIT LIGHTING AND ACCESS PATHWAY LIGHTING AS DIRECTED BY EXISTING CONDITIONS AND CODE REQUIREMENTS. 39. EXIT SIGNS SHALL HAVE UL #924. 40. PROJECT MAY HAVE MULTIPLE LIGHT SOURCES AND LAMPS. CONTRACTOR SHALL PROVIDE CONSISTENT LAMPING FOR ALL LIGHT FIXTURE AND BETWEEN FIXTURE TYPES. 3,500K IS PREFERRED. NOTIFY DESIGNER IF CONSISTENT LAMPING IS UNOBTAINABLE AT THE START OF THE PROJECT. 41. VERIFY ALL ENERGY CODE REQUIREMENTS WITH JURISDICTION OF RECORD. VERIFY LIGHT SWITCHING WITH TENANT AND BUILDING MANAGEMENT. 42. PROJECT MAY HAVE LED LIGHTS SPECIFIED. PROVIDE LIGHTING LEVEL ANALYSIS (IN FOOT CANDLES) FOR DESIGNER'S REVIEW BEFORE ORDERING PRODUCT. VERIFY CONTROLS WITH DESIGNER. ALL LED FIXTURES SHALL HAVE DIMMING CAPIBLTTIES SO THAT AS FIXTURE DIMINISHES THE POWER CAN BE INCREASED SO THAT LIGHTING LEVELS REMAIN CONSTANT AT 70% OVER THE LIFE OF THE FIXTURE (10 YEARS). 43. GC SHALL VERIFY ALL CARD ACCESS AND SECURITY REQUIREMENTS WITH BUILDING MANAGEMENT AND TEANNT. DETERMINE IF A BUILDING WIDE SYSTEM IS AVAILABLE AT THE START OF THE PROJECT. IF SO AL WORK SHALL BE DONE SO THAT THE BUILDINGS WARRANTEE AND OPERATION IS MAINTAINED. RECEIVED CITY OF TUKWILA JAN 14 2016 PERM Tenant: TRITON ANDOVER EXECUTIVE PARK 530 INDUSTRY DR. SUITE 530 TUKWILA, WA 98188 A Tenant Improvement for: SKB COMPANY ANDOVER EXECUTIVE PARK 617 INDUSTRY DR. TUKWILA, WA 98188 At A burgess design I interiors architecture 1326 Fifth Avenue . uite403.Sea'tle Washington 98101-T:(206)587.7120 F:(206)587.7122 All reproduction & intellectual property rights reserved c 2015 Professional seal No. Issue Description Date REVIEW SET 10.05.15 REVISED REVIEW SET 12.01.15 REVISED REVIEW SET 12.22.15 PERMIT SET 01.12.16 City Electronic Stamp Location Drawn by: JG Project Manager: RM Project No: 15-3405-00 PROJECT NOTES FOR CODE COMPLIANCE APPROVED MAR 0 4 2016 City of Tukwila BUILDING DIVISION Original drawing is 24" x 36". Scale entities accordingly if reduced EXISTING SUITE DEMOLITION PLAN 8' 16' 24' 1/8" = 1'_ 0" 1 EXPANSION SUITE DEMOLITION SYMBOLS _ _ EXISTING CONSTRUCTION TO BE REMOVED EXISTING CONSTRUCTION TO REMAIN GENERAL DEMOLITION NOTES 1. REFER TO CONSTRUCTION PLAN AND CEILING PLAN FOR EXTENT OF DEMOLITION. 2. SAVE AND STORE ALL LIGHT FIXTURES, EXIT SIGNS, DOORS & HARDWARE FOR RE -USE, UON. 3. SAVE ALL EXISTING PLUMBING FIXTURES FOR RE -USE, UON. 4. REMOVE ALL TELEPHONE, ELECTRICAL, AND DATA OUTLETS, FIXTURES, PANELS, ETC FROM ALL DEMOLISHED PARTITIONS. REMOVE ALL CORRESPONDING CABLES, CONDUIT, WIRING, ETC. ALL THE WAY BACK TO THE ORIGINATING SOURCE, UON. 5. REMOVE ALL FLOOR AND WALL FINISHES EXCEPT FOR EXISTING ROOMS NOTED AS NOT IN CONTRACT OR OTHERWISE INDICATED IN THE KEY NOTES. VERIFY FINAL LOCATIONS WITH ARCHITECT. KEYED SHEET NOTES DEMO DOOR, SIDELIGHT, FRAME, AND HARDWARE - TO BE STORED OR RELOCATED AND REINSTALLED WHERE APPLICABLE. VERIFY WITH BUILDING MANAGEMENT. FOR NEW DOOR LOCATIONS SEE, A.1A.2 OR DOOR SCHEDULE A.9.1 FOR MORE INFORMATION. UPPER CASEWORK TO REMAIN. DEMO ALL WALL MOUNTED BASEBOARD HEATERS AT EXPANSION SUITE. DEMO ALL WIRING BACK TO SOURCE. PATCH AND PREP REMAINING WALLS FOR NEW FINISHES. SEE SIDELIGHT SCHEDULE A.9.1 FOR EXTENT OF DEMOLiON AT NEW SIDELIGHT LOCATIONS. RELOCATE PHONE BOARD IN WAREHOUSE FARTHER DOWN WALL, PAST EXTENT OF DEMOLITION (±3'-0"). VERIFY FINAL LOCATION WITH TENANT/IT PERSONNEL. REMOVE WATER HEATER AT EXISTING RESTROOM FLOOR AND RELOCATE TO ABOVE EXISTING CEILING. VERIFY FINAL LOCATION WITH BUILDING MANAGEMENT. DEMO ALL WALL MOUNTED RACEWAYS, POWER OUTLETS AND CONDUIT. PATCH AND PREP REMAINING WALLS WHERE DEMO OCCURS FOR NEW FINISHES. DEMO EXPOSED WIRES/CABLING BACK TO SOURCE. PATCH AND PREP WALL FOR NEW FINISHES. REMOVE ALL FINISHES AT EXPANSION SUITE AND WAREHOUSE, UON. REMOVE CARPET AT NEW 1 HR CORRIDOR AND EXISTING CORRIDOR, SEE A.2D.1 FOR EXTENT OF NEW CARPET/FINISH LOCATIONS. PATCH AND PREP FOR NEW FINISHES. PATCH AND PREP WALLS WHERE DEMO OCCURS, THROUGHOUT FOR NEW FINISHES. UON. VERIFY USE OF EXISTING WALL VENT, IF IN USE, RELOCATE TO NEW LOCATION. IF ABANDONED, DEMO BACK TO SOURCE AS NEEDED. PATCH AND PREP WALL FOR NEW FINISHES. EXISTING SECURITY AND IT EQUIPMENT TO BE RELOCATED. VERIFY EXISTING POWER REQUIREMENTS AND PROVIDE NEW TO MATCH AS NEEDED AT NEW LOCATION (TBD). COORDINATE WITH TENANT/IT PERSONNEL RECEIVED CITY OF TUKWILA JAN 14 2016 T R Tenant: TRITON ANDOVER EXECUTIVE PARK 530 INDUSTRY DR. SUITE 530 TUKWILA, WA 98188 A Tenant Improvement for: SKB COMPANY ANDOVER EXECUTIVE PARK 617 INDUSTRY DR. TUKWILA, WA 98188 ea f burgess design' interiors 0 architecture 1326 Fifth Avenue. Suite 400. Sea le Washington 98101 1 12061587.7120 F;(206) 587.7122 All reproduction & intellectual property rights reserved c 2015 Professional seal ISTERED AR ,,ii1 C MORGAN ASHINGTON No. Issue Description Date REVIEW SET 10.05.15 REVISED REVIEW SET 12.01.15 REVISED REVIEW SET 12.22.15 PERMIT SET 01.12.16 City Electronic Stamp Location Drawn by: JG Project Manager: RM Project No: 15-3405-00 DEMO Original drawing is City '^o'ff Tukwila 'Fddb+ 8Ut nOIs/ L$j �Yg if reduced A.1.1 SYMBOL LEGEND EXISTING CONSTRUCTION TO REMAIN NEW INSULATED INTERIOR PARTITION CONSTRUCTION, PER DETAIL L/A.9.1 NEW INTERIOR 1 HR FIRE RATED PARTITION CONSTRUCTION, PER DETAIL A/A.9.1 NEW FULL HEIGHT PARTITION CONSTRUCTION AT WAREHOUSE, PER DETAIL J&K/A.9.1 NEW 1HR FIRE RATED FURRED PARTITION AT DEMISING WALL, PER DETAIL L/A.9.2 0 PARTIAL HEIGHT SIDELITE F.E.C. NEW OR EXISTING BUILDING STANDARD FIRE EXTINGUISHER CABINET EXISTING COLUMN 1HR RATED CORRIDOR AREA GENERAL CONSTRUCTION NOTES OFFICE OFFICE RESTROOM I 533 RESTROOM 530 STORAGE SHARED OFFICE SHARED OFFICE CONFERENCE 8'-2" OFFICE 1. REFER TO PROJECT NOTES FOR CONSTRUCTION REQUIREMENTS. 2. GENERAL CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF WORK. 3. ALL INTERIOR PARTITION, PENETRATIONS, AND OTHER OPENINGS IN THE BUILDING SHELL SHALL BE SEALED, GASKETED, OR WEATHER STRIPPED AS REQUIRED TO MEET PARTITION RATINGS. 4. WHERE PARTITION LAYOUT INTERSECTS EXISTING SHELL/CORE GYPSUM BOARD, REMOVE EXISTING CORNER BEADS AND OTHER ACCESSORIES, ALIGN FACE OF PARTITIONS, TAPE & SAND SMOOTH FOR NEW FINISH. 5. PROVIDE PARTITION ANCHOR BRACKETS FOR ALL CASEWORK, FIXTURES, EQUIPMENT, & DEVICES MOUNTED ON OR ATTACHED TO PARTITIONS. 6. PARTITIONS ARE TO BE BUILDING STANDARD FLOOR TO CEILING PARTITIONS, UON. SEE TYPICAL WALL DETAIL SHEET FOR MORE INFORMATION. 7. DOORS AND CASED OPENINGS WITHOUT DIMENSIONS OR DETAILS ARE TO BE LOCATED 4" FROM ADJACENT WALL OR MATCH EXISTING SUITE STANDARD. 8. ALL WOOD USED IN INTERIOR FRAMING IS TO BE FIRE—RETARDENT TREATED WOOD WHEN BUILDING IS CONSTRUCTION TYPE I AND II. KEYED SHEET NOTES O O O O O O O O 10 ALL NEW DOORS/FRAMES/SIDELIGHTS/HARDWARE TO MATCH SUITE STANDARD; PAINTED HOLLOW METAL FRAMES AND DOORS. REUSE DOORS/FRAMES/HARDWARE WHERE POSSIBLE. EXISTING WALLS WERE INSTALLED WITH TYPE "X" GWB. FIRE TAPE AND CAULK ALL EXISTING WALLS IN NEW 1 HOUR CORRIDOR. NEW ONE HOUR CORRIDOR: WALLS TO BE CONSTRUCTED AS 1 HR FIRE RATED CONSTRUCTION. ALL EXISTING WALLS WILL HAVE X TREATMENT. SEE DETAIL J/A.9.1 OR ALTERNATE L/A.9.1 FOR DETAILS. NEW OPERABLE PARTITION: HUFCOR, UNISTRUT 632 PAIRED PANELS. 3" THICK, STC 41-45. FIELD VERIFY EXISTING COLUMNS AND STRUCTURAL BEAM LOCATIONS — IF BEAM IS TOO LOW FOR UNISTRUT ADJUST LOCATION AS NEEDED FOR CLEARANCE REQUIREMENTS. EXISTING COLUMN LOCATION TO BE VERIFIED, ADJUST WIDTH OF OPERABLE WALL AND OPENING AS REQUIRED. VERIFY FINAL LOCATION WITH BUILDING MANAGEMENT AND ARCHITECT PRIOR TO INSTALLATION. SEE DETAIL A/A.9.3 FOR REFERENCE. G.C. TO PROVIDE B/S 1" MINI BLINDS TO MATCH EXISTING AT ALL PERIMETER GLAZING LOCATIONS IF NOT EXISTING. NEW PARTITIONS AT WAREHOUSE TO MATCH EXISTING FINISH LEVEL INSIDE WAREHOUSE SPACE. VERIFY FINAL REQUIREMENTS WITH TENANT. PROVIDE BACKING IN WALL FOR TENANT PROVIDED FLATSCREENS. VERIFY FINAL LOCATIONS AND DIMENSIONS WITH TENANT/IT PERSONNEL. AT EXISTING DEMISING WALL PROVIDE FURRED PARTITION, PER DETAIL L/A.9.2 TO MEET 1HR FIRE RATING. WHERE UNABLE TO FURR AT ENTRY DOOR DUE TO DOOR SWING, (±4'-0") PROVIDE 2, TYPE "X" 5/8" GWB PANELS INSTEAD. PROVIDE INSULATION AT EXISTING WALL AS NEEDED TO MATCH NEW PARTITIONS, SEE L/A.9.1. FIELD VERIFY EXISTING CONDITIONS. WHERE PARTITION TERMINATES AT GLAZING, SEE DETAIL G/A.9.2 FOR MORE INFORMATION. 11 REFER TO DETAIL D/A.9.3 FOR 1—HOUR WALL CONSTRUCTION WHERE WAREHOUSE WALL ABUTS WITH 1—HOUR CORRIDOR WALL. ALTERNATE PRICING ORRIDOF SHARED OFFICE CONFERENCE G2 OFFICE O UPGRADE ALL OFFICE DOORS TO TYPE B, GLASS PANEL INSET DOOR (SEE DOOR SCHEDULE, A.9.1). O PROVIDE NEW 1HR CORRIDOR RATED DOOR AT OFFICE 521, IN LIEU OF RELOCATED OFFICE DOOR AS SHOWN ON PLAN. AT RELOCATED DOOR LOCATION, INFILL PARTITION AND PROVIDE FINISHES TO MATCH EXISTING. Tenant: TRITON ANDOVER EXECUTIVE PARK 530 INDUSTRY DR. SUITE 530 TUKWILA, WA 98188 A Tenant Improvement for: SKB COMPANY ANDOVER EXECUTIVE PARK 617 INDUSTRY DR. TUKWILA, WA 98188 e, burgess design interiors architecture 1326 Flit Avenue . Suite 400. Seat le Washington 98101 T: (206) 587.7120 F: (2061587.7122 All reproduction & intellectual property rights reserved c 2015 Professional seal OFFICE SHARED OFFICE 50& RESTROOM 06 OI STROO- 505 ••1•Hf . RATED • •CORRIDOR• r SUPPLY O ADA RESTROOM SUPPL SHARED OFFICE OFFICE CORRIDOR 6'-0" RECEPTION OFFICE SHARED OFFICE No. Issue Description Date REVIEW SET 10.05.15 REVISED REVIEW SET 12.01.15 REVISED REVIEW SET 12.22.15 PERMIT SET 01.12.16 7\ PERMIT REVISION SET 02.19.16 City Electronic Stamp Location Drawn by: JG RECEIVED CITY OF TUKWILA FEB 232016 PERMIT CENTER Project Manager: RM Project No: 15-3405-00 OFFICE VESTIBULE CONSTRUCTION PLAN Original drawing is Irp:11111111tim � all MINK 1111111111111111111111111 111111111111111111111 M11111111111111111 .._ mmririwiL[-11M11111M1. RI Mal �� —' i 11111111a111111111111116 all11111111111:=131/1116== -m—mm m.111111M111111%111111111111 U ill Mil 1.1716171111111- 111111111111111r11111111111= 1 NM= II 11111-1M =In malippmganir MI IINI 11111M — I I I I 1 I 1 GARAGE DOOR GARAGE DOOR I I JJ I I ! IIF\\ L J 0 11 11 1111 LU Emill=g1111111111211= =am MIMI All In= /111111.1 MI mom" aim 0 NNW Mil , MI MIN — .1111111111111111111111117,1- 1111=1111111 Ell IN 11111 Ili IBM i I AMIE IIII 110111=1111Millat 11 111111= mil p immumumom I ir- um: - dim minimwmpm HI iii mom Nom _1 •micimmaimilitaliim. II L______Mil I \ 0 m i 1 .. iii. ,Dliiii p ai al 1 pingui alIMMIIIII " 4311 II I IMMIIIIIIIMMINIIIIIII MEIMMili iiiiilif_fis... la immi alisvioniumils maimionimmwormimmai I so ow mimmumm...... nl DEMO REFLECTED CEILING PLAN qp 0 8' 16' 24' RCP LEGEND SYMBOL DESCRIPTION/SPEC O EXISTING RECESSED CAN LIGHT TO REMAIN. E EXISTING CEILING MOUNT FLUORESCENT FIXTURE TO BE REMOVED. EXISTING RECESSED CAN LIGHT TO BE REMOVED. 1 EXISTING SUSPENDED FLUORESCENT FIXTURE TO REMAIN. EXISTING EXIT SIGN TO REMAIN. COORDINATE WITH CODE OFFICIAL. EXISTING SUSPENDED FLUORESCENT FIXTURE TO BE REMOVED. EXISTING EXIT SIGN TO BE REMOVED EXISTING 2' X 4' FLUORESCENT FIXTURE TO REMAIN. EXISTING SWITCH LOCATION. r- EXISTING 2' X 4' FLUORESCENT FIXTURE TO BE REMOVED. SWITCH LOCATION TO BE REMOVED. EXISTING 2' X 2' FLUORESCENT FIXTURE TO REMAIN. EXISTING CEILING VENT/FAN. EXISTING LINEAR WALL MOUNTED SCONCE _ILLL ROUND WALL MOUNTED SCONCE TO BE REMOVED I I I I I I I I I I EXISTING CEILING GRID TO BE REMOVED. //i/t EXISTING GWB CEILING TO BE REMOVED. GENERAL RCP SHEET NOTES 1. REFER TO PROJECT NOTES FOR CONSTRUCTION REQUIREMENTS. 2. ARCHITECTURAL REFLECTED CEILING PLANS INDICATE TYPE AND LOCATION OF LIGHT FIXTURES REFER TO DESIGN BUILD ELECTRICAL DRAWINGS AND DESIGN BUILD LIFE SAFETY FOR COMPLETE REFLECTED CEILING PLAN DESIGN. 3. LIGHT SWITCHES ARE SHOWN FOR LOCATION AND DESIGN INTENT ONLY. REFER TO ELECTRICAL DESIGN BUILD FOR SPECIFIC LOCATION AND SWITCHING DIAGRAMS. 4. UNLESS NOTED OTHERWISE, MULTIPLE SWITCHES IN A SINGLE LOCATION SHALL BE GANGED IN A SINGLE BOX AND COVERED WITH A SINGLE COVERPLATE. 5. CLEAN, REPAIR OR REPLACE AS REQUIRED ALL EXISTING SUSPENDED CEILING GRID AND TILES EXISTING TO REMAIN. 6. HVAC CONTRACTOR TO CLEAN ALL EXISTING SUPPLY/RETURN GRILLS PRIOR TO COMPLETION OF PROJECT. 7. ELECTRICAL SUB—CONTRACTOR IS RESPONSIBLE FOR CONFIRMING THE COUNTS OF EXISTING FIXTURES TO BE RELOCATED. 8. ELECTRICAL SUB—CONTRACTOR IS RESPONSIBLE FOR PROVIDING CUT SHEETS TO DESIGNER FOR ALL FIXTURES DESIGNATED AS NEW. 9. PROVIDE EGRESS ILLUMINATION PER IBC 1006. CONTRACTOR IS RESPONSIBLE FOR DESIGN OF THIS SYSTEM UNDER THE DESIGN BUILD CONTRACT. VERIFY WITH BUILDING MANAGEMENT'S EXISTING SYSTEM AND PROVIDE FULL COMPLIANCE TO NEW TENANT SPACE. 10. THE MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BE LESS THAN 1 FOOT CANDLE (11 LUX) AT THE WALKING SURFACE. KEYED SHEET NOTES O1 DEMO GWB CEILING & CEILING MOUNTED LIGHT FIXTURES AT SUITE EXPANSION SPACE (WHERE NOTED ON PLAN) RESTROOMS TO REMAIN AS—IS. O DEMO EXISTING CEILING GRID AT NEW ONE HOUR CORRIDOR LOCATIONS. SEE A.2B.2 FOR FINAL LOCATIONS. REUSE & RELOCATE CEILING TILES AND LIGHT FIXTURES AS NEEDED. O AT NEW WAREHOUSE SPACE DEMO CEILING AS NEEDED TO MATCH TYPICAL WAREHOUSE CEILING TYPE. VERIFY FINAL REQUIREMENTS WITH TENANT. O4 VERIFY EXTENT OF EXISTING SOFFIT LOCATIONS. DEMO TO MINIMAL DIMENSION WHERE POSSIBLE. VERIFY FINAL DIMENSIONS WITH ARCHITECT AND BUILDING MANAGEMENT. RECEIVED CITY OF TUKWILA JAN 14 2016 Tenant: TRITON ANDOVER EXECUTIVE PARK 530 INDUSTRY DR. SUITE 530 TUKWILA, WA 98188 A Tenant Improvement for: SKB COMPANY ANDOVER EXECUTIVE PARK 617 INDUSTRY DR. TUKWILA, WA 98188 burgess design !interiors 0 architecture 1326 Fifth Avenue; Suite 400.5ea le Washington 98101 T: (2061587.7120 F;1206) 587.7122 All reproduction & intellectual property rights reserved c 2015 Professional seal No. Issue Description Date REVIEW SET 10.05.15 REVISED REVIEW SET 12.01.15 REVISED REVIEW SET 12.22.15 PERMIT SET 01.12.16 City Electronic Stamp Location Drawn by: JG Project Manager: RM Project No: 15-3405-00 VIEWED FOR DEMO REFL CEILING PL r CODE COMPLIANCE CTOVED N MAR 0 4 2016 City of Tukwila BUILDING DIVISION Original drawing is 24" x 36". Scale entities accordingly if reduced GARAGE DOOR I R WAREHOUSE 534 L- J { L - R 0 WAREHOUSE 536 OFFICEHARED =in 111111111111111114 Minn M IMO [ lird SHARED" 1 I. 525 mi. 111 0 NIB II ORRI i l'� WTI=Mai+•rirrrrrr•rrr. N in sum Erg 11111111111111111111111111111111111111111.1111 0 ZD.�IQ� AMIEM �- 11/KIM L "N Oma N rAl rONF 1511.11� E II CORRIDOR • 51.1• R II TROOM E 506 N N - --� -I- D, taw 1 FFTEIN 'HI.11 NM CO RIDOR Affl m 514 simmaiir 516 1.1111111111111.11.1111111111 �' w _v A , ► OF CE 504 RESTROOM 505 RECEPTION 502 SHARE? OFFICE MEI _ma ®�-.1111 lirdelitd EMIi REFLECTED CEILING PLAN t► 0 8' 16' 24' 1 /8" = 1'- 0" KEYED SHEET NOTES RCP LEGEND O1 NEW CEILING GRID, ACT AND LIGHT FIXTURES TO MATCH SUITE STANDARD AND HEIGHT AT NEW EXPANSION SPACE. REUSE ACT AND LIGHT FIXTURES WHERE POSSIBLE. O2 PATCH AND PAINT CEILING GRID WHERE DEMO OCCURS, FOR "LIKE NEW" APPEARANCE. ALLOW FOR 10% OF EXISTING CEIJNG TILES AND LIGHT FIXTURES TO BE REPLACED TO MATCH EXISTING WHERE DAMAGED AND WHERE DEMO OCCURS. 3O PROVIDE ADEQUATE VENTILATION IN SPACES WITH INTERNAL HEAT LOAD FORM AND EQUIPMENT AND ABOVE STANDARD OCCUPANT LOAD. SYMBOL DESCRIPTION/SPEC 1 EXISTING SUSPENDED FLUORESCENT FIXTURE TO REMAIN. ON NEW 6" RECESSED CAN LIGHT W/1HR LIGHT ENCLOSURE. USE E.Z. BARRIER 1HR #16-24-9 OR APPROVED EQUAL FIXTURE IS SOLD SEPARATELY. R RELOCATED SUSPENDED FLUORESCENT FIXTURE. 0 EXISTING RECESSED CAN LIGHT TO REMAIN. EXISTING 2' X 4' FLUORESCENT FIXTURE TO REMAIN. 0 EXISTING EXIT SIGN TO REMAIN. COORDINATE WITH CODE OFFICIAL N/R NEW OR RELOCATED 2' X 4' FLUORESCENT FIXTURE. MATCH SUITE STANDARD. EXISTING SWITCH LOCATION. 2012 IBC MEANS OF EGRESS ILLUMINATION 1006.1 Illumination required. The means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. 1006.2 Illumination level. The means of egress illumination level shall not be less than 1 foot-candle at the walking surface. 1006.3 Illumination emergency power. The power supply for means of egress illumination shall normally be provided by the premises' electrical supply. In the event of power supply failure, an emergency electrical system shall automatically illuminate the following areas: 1. Aisles and unenclosed stairways of rooms that require two or more means of egress. 2. Corridors, exit enclosures and exit passageways... 3. Exterior egress components... 4. Interior exit discharge elements... 5. Exterior landings...for exit discharge doorways... 2012 IBC MEANS OF EGRESS ILLUMINATION 1006.3.1 Illumination level under emergency power. Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot-candle and a minimum at any point of 0.1 foot-candle measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot-candle at the end of the emergency lighting time duration. A maximum -to - minimum illumination uniformity ration of 40 to 1 shall not be exceeded. EXISTING 2' X 2' FLUORESCENT FIXTURE TO REMAIN. EXISTING CEILING VENT/FAN. EXISTING LINEAR WALL MOUNTED SCONCE N NEW LIGHT SWITCH LOCATION. EXISTING WALL MOUNTED SCONCE N NEW EXIT SIGN TO MATCH SUITE STANDARD. COORDINATE FINAL LOCATION WITH CODE OFFICIAL NEW 1HR CORRIDOR CEILING SYSTEM, SEE DETAIL A/A.9.1. PAINT P-4. i NEW CEILING GRID AND TILE TO MATCH EXISTING SUITE STANDARD AT EXPANSION SPACE. SEE DETAILS M/A.9.2 GENERAL RCP SHEET NOTES 1. REFER TO PROJECT NOTES FOR CONSTRUCTION REQUIREMENTS. 2. ARCHITECTURAL REFLECTED CEILING PLANS INDICATE TYPE AND LOCATION OF LIGHT FIXTURES REFER TO DESIGN BUILD ELECTRICAL DRAWINGS AND DESIGN BUILD LIFE SAFETY FOR COMPLETE REFLECTED CEILING PLAN DESIGN. 3. LIGHT SWITCHES ARE SHOWN FOR LOCATION AND DESIGN INTENT ONLY. REFER TO ELECTRICAL DESIGN BUILD FOR SPECIFIC LOCATION AND SWITCHING DIAGRAMS. 4. UNLESS NOTED OTHERWISE, MULTIPLE SWITCHES IN A SINGLE LOCATION SHALL BE GANGED IN A SINGLE BOX AND COVERED WITH A SINGLE COVERPLATE. 5. CLEAN, REPAIR OR REPLACE AS REQUIRED ALL EXISTING SUSPENDED CEILING GRID AND TILES EXISTING TO REMAIN. 6. HVAC CONTRACTOR TO CLEAN ALL EXISTING SUPPLY/RETURN GRILLS PRIOR TO COMPLETION OF PROJECT. 7. ELECTRICAL SUB -CONTRACTOR IS RESPONSIBLE FOR CONFIRMING THE COUNTS OF EXISTING FIXTURES TO BE RELOCATED. 8. ELECTRICAL SUB -CONTRACTOR IS RESPONSIBLE FOR PROVIDING CUT SHEETS TO DESIGNER FOR ALL FIXTURES DESIGNATED AS NEW. 9. PROVIDE EGRESS ILLUMINATION PER IBC 1006. CONTRACTOR IS RESPONSIBLE FOR DESIGN OF THIS SYSTEM UNDER THE DESIGN BUILD CONTRACT. VERIFY WITH BUILDING MANAGEMENT'S EXISTING SYSTEM AND PROVIDE FULL COMPLIANCE TO NEW TENANT SPACE. 10. THE MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BE LESS THAN 1 FOOT CANDLE (11 LUX) AT THE WALKING SURFACE. LIGHTING SUMMARY 2012 Washington State Nonresidential Energy Code Compliance Form Interior Lighting Summary LTG -SUM 11-2013 Project Info Project Address: TRITON Date 01.12.16 530 INDUSTRY DRIVE, SUITE 530 For Building Department Use TUKWILA, WA 98188 Applicant Name: BURGESS DESIGN INC. Applicant Address: 1326 FIFTH AVENUE, #400, SEATTLE, WA 98101 Applicant Phone: 206 587 7120 Project Description 0 New Bulding 0 Addition Il Alteration 0 Plans Included Lighting Complaince Path ll Lighting Power Density Calculations 0 Total Building Performance (if Total Building Performance then only LGT-CHK is required) Lighting Power Allowance Method ® Building Area Method 0 Space -By -Space Method Interior Lighting System Description Briefly describe lighting system type and features Reusing/relocating existing lights and providing new to match. Provide new 1hr rated ceiling at corridor. Original lighting Calc: ±8.394 Watts. New Lighting Calc: ±8.064. Removal of 330 Watts. Alterations, Renovations and Repairs (C101.4.3.1) 0 60X or more of luminaries in space replaced Provide Building Area Method (LTG -INT -BLD) or Space -By -Space Method (LTG -INT -SPACE) Compliance Form. Document maximum allowed wattage within the lighting retrofit space in Maximum Mowed Wattage table and proposed (including existing) lighting wattage in Proposed Wattage table. Retrofit and non -retrofit spaces shall be documented separately using multiple forms. ® Less than 60X of luminaries in space replaced Provide separate Space -By -Space Method (LTG -INT -SPACE) Compliance Form for this retrofit area. Document existing total wattage within the lighting retrofit space in cell provided in the Maximum Mowed Wattage table. Document proposed (including existing) lighting wattage in proposed Wattage table. Interior Display Lighting -Space-by-Space LTG -INT DISPLAY Specify Compliance Method on LGT-SUM Location (floor/room no.) Retail Display Area Type* Allowed Watts per S.F.** Gross Interior Area in S.F. Watts Allowed (watts/sqft x area) SUITE 530 B OFFICE 0.90 7,949 7,154 * Only retail soles areas that meet the requirements defined in Table C405.5.2(2) footnote A Total be here. 7,949 7,154 may entered •* Wattages per Table C405.5.2(2) footnote A ++Display light allowance per footnote A calculation Specify Compliance Method on LGT-SUM Only separately controlled display fixtures independent of general lighting area per Table C405.5.2(2) footnote A may be entered here Display Area Location (floor/room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed B OFFICE SUITE 530 2X4 FLUORESCENT FIXTURE 65 96 6240 B OFFICE SUITE 530 2X2 FLUORESCENT FIXTURE 8 64 512 B OFFICE SUITE 530 SUSPENDED FLUORESCENT FIXTURE 21 32 672 B OFFICE SUITE 530 RECESSED CAN LIGHT 17 32 544 Total Proposed Watts Notes: 7,968 1. For proposed Display fixture Description, indicate fixture type, lamp type (e.g. T-8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. 2. For proposed Watts/Fixture, use manufacturers listed maximum input wattage of the fixture (not simply the lamp wattage) and other criteria as specified in Section C405.5.1. For line voltage track lighting, list the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable, the wattage of current limiting devices or of the transformer. For low voltage track lighting list the transformer rated wattage. 3. list all display fixtures. RECEWED CITY OF TUKWILA Tenant: TRITON ANDOVER EXECUTIVE PARK 530 INDUSTRY DR. SUITE 530 TUKWILA, WA 98188 A Tenant Improvement for: SKB COMPANY ANDOVER EXECUTIVE PARK 617 INDUSTRY DR. TUKWILA, WA 98188 eI burgess design I interiors 0 architecture 1326 Fifth Avenue .Suite 4M. Seattle Washington 98101 l: (206) 587.7120 F:(205) 587.7122 All reproduction & intellectual property rights reserved c 2015 Professional seal No. Issue Description Date REVIEW SET 10.05.15 REVISED REVIEW SET 12.01.15 REVISED REVIEW SET 12.22.15 PERMIT SET 01.12.16 City Electronic Stamp Location Drawn by: JG Project Manager: RM Project No: 15-3405-00 REFLECTED C PLAN or'•:. EVIIEWED FOR `I i MPLIANCE APPROVED MAR 0 4 2016 City of Tukwila drawing is 24" x 36". Scale entltiA latitr Htfi. ' 1f'rPutVISION A.2B.2 WALL MOUNTED DEVICES SYMBOL DESCRIPTION EXISTING TO REMAIN DUPLEX OUTLET ( # DENOTES MOUNTING HT IN INCHES) JUNCTION BOX VOICE & DATA COMBINATION OUTLET. (MUD RING AND PULL STRING) ACCESS CONTROL SYSTEM VERIFY TYPE WITH TENANT AND SYSTEM REQUIREMENTS (BY TENANT) WITH TENANT AND BUILDING MANAGEMENT. PROVIDE JUNCTION BOX IN WALL FOR TENANT SUPPLIED FURNITURE WHIP. VERIFY BEST LOCATION. VERIFY POWER/DATA REQUIREMENTS FOR EA. WORKSTATION WITH TENANT AND FURNITURE SUPPLIER. GENERAL ELECTRICAL NOTES REFER TO PROJECT NOTES FOR CONSTRUCTION REQUIREMENTS. 2. ELECTRICAL SUB -CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE WORKING CONDITION OF ALL EXISTING OUTLETS NOTED TO REMAIN. ALL OUTLETS SHOWN ARE APPROXIMATE. DUE TO HIDDEN CONDITIONS ADDITIONAL P/P/D MAY EXIST BUT NOT BE REFLECTED ON THE PLANS. FURNITURE SHOWN FOR INTENT ONLY, FINAL LOCATION OF FURNITURE AND OUTLETS TO BE COORDINATED WITH TENANTS FURNITURE VENDOR. VERIFY ELECTRICAL AND VOICE/DATA REQUIREMENTS WITH TENANT. UNLESS DIRECTED OTHERWISE, ALL VOICE/DATA CABLING AND EQUIPMENT ASSOCIATED WITH VOICE/DATA SERVICE INCLUDING WORK FROM BUILDING/FLOOR D -MARK TO SERVER ROOM SHALL BE FURNISHED AND INSTALLED BY TENANT. FURNITURE VENDOR TO VERIFY ALL POWER AND DATA LOCATIONS AND HOW THEY INTERFACE WITH FURNITURE. VENDOR TO VERIFY ALL CRITICAL DIMENSIONS. G.C. TO COORDINATE VENDOR'S FIELD VERIFICATION OF ALL FURNITURE DIMENSIONS. Tenant: TRITON ANDOVER EXECUTIVE PARK 530 INDUSTRY DR. SUITE 530 TUKWILA, WA 98188 A Tenant Improvement for: SKB COMPANY ANDOVER EXECUTIVE PARK 617 INDUSTRY DR. TUKWILA, WA 98188 ea burgess design interiors 0 architecture 1326 Fifth Avenue. Suite 4DO. Sea•tle Washington 98101 T;(206)5871120 N1206)587,1122 All reproduction & intellectual property rights reserved c 2015 KEYED SHEET NOTES O1 PROVIDE NEW CARD READERS AT ALL ENTRY DOOR LOCATIONS (4 TOTAL) VERIFY SECURITY REQUIREMENTS AT EACH DOOR. VERIFY IF CARD READER AT MAIN ENTRY IS TO BE AT VESTIBULE OR ENTRY DOOR. O TENANT PROVIDED FLATSCREEN MONITOR AT CONFERENCE ROOMS. PROVIDE POWER/DATA/J-BOX - VERIFY ALL REQUIREMENTS WITH TENANT/IT PERSONNEL. Professional seal 802 I"GIST RED ARC ,1 EC No. Issue Description N MORGAN WASHINGTON Date REVIEW SET 10.05.15 REVISED REVIEW SET 12.01.15 REVISED REVIEW SET 12.22.15 PERMIT SET 01.12.16 City Electronic Stamp Location Drawn by: JG Project Manager: RM Project No: 15-3405-00 POWER & ) POWER/DATA PLAN Original dra MAR 0 4 2016 City of Tukwila BUILDING DIVISION is 24" x 36' :Ie—entities-aeeerdiwglr—if--fed .2C.1 imumum MIN sumom imum ..auu FINISH PLAN 0 8' 16' 24' 1/8" = 1' - FINISH SPECIFICATIONS SYMBOL MANUFACTURER DESCRIPTION BASE B-1 ROPPE 4"h COVED RUBBER BASE. COLOR: CHARCOAL 128 CARPET CPT -1 SHAW FIELD CARPET STYLE: DIVIDE, COLOR: MAGNETIC 65504 STYLF: INSTALLED: MATCH EXISTING VINYL COMPOSITION TILE VCT -1 ARMSTRONG 12" X 12" STANDARD EXCELON 1/4 TURNED. COLOR: BLACK TRANSITION STRIP: MATCH EXISTING PAINT P-1 SHERWIN WILLIAMS GWB EGGSHELL FINISH - HELD PAINT COLOR: EXTRA WHITE SW7006 P-2 MATCH EXISTING GWB EGGSHELL FINISH - ACCENT PAINT COLOR: MATCH EXISTING - TBD P-3 SHERWIN WILLIAMS DOOR/FRAME SEMI -GLOSS FINISH COLOR: CEILING BRIGHT WHITE SW7007 *AT NEW DOORS/ FRAMES/SIDELIGHTS P-4 SHERWIN WILLIAMS GWB FLAT FINISH - 1 HR ,CORRIDOR CEILING COLOR: EXTRA WHITE SW7006 P-5 SHERWIN WILLIAMS GWB SEMI -GLOSS FINISH - RESTROOM PAINT COLOR: EXTRA WHITE SW7006 LUXURY VINYL TILE LVT-1 TBD FINAL SPEC: TBD, SIZE: TBD. *ALTERNATE FOR VESTIBULE FLOORING VINYL SHEET FLOORING *AT EXPANSION RESTROOMS VS -1 ARMSTRONG STYLE: CONNECTION, COLOR: OTTER BEIGE 88717 PLASTIC LAMINATE *AT EXPANSION RESTROOMS PL -1 WILSONART PLASTIC LAMINATE VERTICAL SURFACES LAMINATE COLOR: SHADOW ZEPHYR 4857-60 GENERAL FINISH NOTES 1. PROVIDE B-1 THROUGHOUT, UON. 2. PROVIDE P-1 THROUGHOUT, UON. 3. PROVIDE CPT -1 THROUGHOUT, UON. 4. REFER TO ELEVATIONS AND DETAIL SHEETS. 5. CENTER TRANSITION BETWEEN MATERIALS UNDER DOOR PER DETAILS. 6. ALL NEW FINISHES TO MATCH TENANT'S CURRENT FINISH SELECTION - THIS BECOMES SUITE STANDARD. THIS INCLUDES; CARPET, RUBBER BASE, VCT, WALL PAINT, DOORS, FRAMES, HARDWARE, CEILING GRID, ACT AND LIGHT FIXTURES. KEYED SHEET NOTES NEW BREAK ROOM VCT TO ALIGN WITH EXISTING PATTERN/LAYOUT. POLISH/WAX ENTIRE ROOM FOR "LIKE NEW" APPEARANCE. PROVIDE NEW CARPET TO MATCH EXISTING AT EXPANSION SPACE, 1 HR CORRIDOR, EXISTING CORRIDOR AND PATCHING WHERE DEMO OCCURS - SEE PLAN FOR LOCATIONS. NEW CARPET TO MATCH/ALIGN EXISTING SEAMING/LAYOUT. VERIFY FINAL LOCATIONS WITH TENANT PRIOR TO INSTALLATION. PROVIDE NEW PAINT AT LOCATIONS WHERE DEMO OCCURS, NEW CONSTRUCTION AND THROUGHOUT EXPANSION SUITE. AT ROOMS WHERE DEMO HAS OCCURRED, PROVIDE NEW PAINT THROUGHOUT ROOM TO MATCH EXISTING. VERIFY FINAL ROOMS/LOCATIONS WITH TENANT & ARCHITECT PRIOR TO PAINTING. VERIFY TO REMOVE EXISTING FLOOR AND WALL FINISHES AT EXPANSION SPACE RESTROOMS, TO PROVIDE NEW FIELD PAINT AND BUILDING STANDARD COVED SHEET VINYL AND P -LAM WAINSCOT. ALL FIXTURES TO REMAIN AS -IS. VERIFY WITH BUILDING MANAGEMENT. ALTERNATE PRICING OA PROVIDE UPGRADE TO LVT-1 AT VESTIBULE IN LIEU OF CPT -1. FINAL SPEC: TBD. RECEIVED CITY OF TUKWILA JAN 14 2016 Tenant: TRITON ANDOVER EXECUTIVE PARK 530 INDUSTRY DR. SUITE 530 TUKWILA, WA 98188 A Tenant Improvement for: SKB COMPANY ANDOVER EXECUTIVE PARK 617 INDUSTRY DR. TUKWILA, WA 98188 burgess design I interiors 0 architecture 1326 Fifth Avenue; Suite 440. Seat le Washington 981011'; (206) 587.7120 Fi (206) 587,7122 All reproduction & intellectual property rights reserved c 2015 Professional seal No. Issue Description Date REVIEW SET 10.05.15 REVISED REVIEW SET 12.01.15 REVISED REVIEW SET 12.22.15 PERMIT SET 01.12.16 City Electronic Stamp Location Drawn by: JG Project Manager: RM Project No: 15-3405-00 REVIEWED FOR FINISH FL RDPI-IANCE APPROVED MAR 0 4 2016 Original drawing is 24" x 36". City of Tu kwilla BUI INadpegA .2D.1 00 CEILING: RATING NO.: NER-258 WALL: BXUV.U419 FIRE RESISTANCE RATINGS: ANSI/UL 263 U CEILING RUNNERS, "J" SHAPED, 242" MIN. WIDE WITH UNEQUAL LEGS OF 1 & 2" IN., FABRICATED FROM 24 MSG GALV STEEL. POSITION RUNNERS WITH SHORT LEG TOWARD FINISH SIDE OF WALL. RUNNERS ATTACHED TO STRUCTURAL SUPPORTS WITH STEEL FASTENERS LOCATED NOT GREATER THAN 2 IN. FOR ENDS AND NOT GREATER THAN 24" O.C. 0 STEEL STUDS—'C—H" SHAPED STUDS, 2—Y2 IN. WIDE BY 1—YZ IN. DEEP, FABRICATED FROM 25 MSG GALV. STEEL, SPACED 24 IN OC. VERTICALLY RESTRAINED WALLS REQUIRE STUDS TO BE CUT 3A IN. LESS THAN FLOOR TO CEILING HEIGHT 2 1/2" MIN. 25 GA. UP TO 6'-7" MAX. 2 1/2" MIN. 20 GA. 6'-8" - 10'-5" MAX. WALLBOARD GYPSUM* 1 IN. THICK GYPSUM WALLBOARD LINER PANELS, SUPPLIED IN 24 IN. OR 600 MM WIDTHS. VERTICAL EDGES INSERTED IN "H" SHAPED SECTION OF "C—H" STUDS. FREE EDGE OF OF END PANELS ATTACHED TO LONG LEG OF "J" RUNNERS WITH 1—% IN. LONG TYPE S SELF DRILLING, SELF TAPPING BUGLE HEAD STEEL SCREWS SPACED NOT GREATER THAN 12 IN. O.C. 0 WALLBOARD GYPSUM*— IN. THICK, 4 FT WIDE GYPSUM WALLBOARD APPLIED VERTICALLY AND ATTACHED TO STUDS WITH 1 IN. LONG TYPE S SELF DRILUNG, SELF TAPPING BUGLE HEAD STEEL SCREWS SPACED NOT GREATER THAN 24 IN. 0.C. O BATTS AND BLANKETS—PLACED TO FILL INTERIOR OF STUD CAVITY, 142 IN. MIN THICKNESS. * BEARING THE UL CLASSIFICATION MARKING 2 1/2" 20 GA. STUDS ® 24" 0.C. O POWDER DRIVEN FASTENERS © 24" 0.C. ® FIRE SEALANT 0 C—T OR I STUD, 24" O.C. MAXIMUM. 1HR RATED WALL/CEILING ASSEMBLY 3 = 1 -o 0" 4" 0" 11 1/2" EXISTING CEILING OFFICE SPACE VAPOR RETARDANT PRIMER MOISTURE BARRIER BOTTOM OF STRUCTURE SEALANT ATTACH GWB TO METAL STUDS LONG LEG TOP TRACK METAL TOP TRACK FASTENER ® 24" O.C. TO EXISTING WOOD ROOF STRUCTURE WAREHOUSE SPACE 5/8" OSB (UP TO 8'-0" A.F.F.) OVER R-10 CONTINUOUS RIGID INSULATION (GWB ® RESTROOMS) NEW R-13 BATT INSULATION 3 5/8" X 20 GA. (33 MILS) METAL STUDS STUDS ® 24" OC, TO 14'-9" MAX. HEIGHT INSULATION UON ON PLANS POWDER DRIVEN FASTENER ® 24"oc MET RUNNER TRACK SEALANT CONCRETE SLAB NON -RATED FLOOR TO DECK INSULATED PARTITION 0" 4" 8" 12" PAPER CORNER REINFORCEMENT, TYP. ACOUSTIC INSULATION AS REQUIRED METAL STUDS 5/8" GYP. BOARD PARTITION INTERSECTION DETAIL 0" 4" 8" 12" 3" = 1,_0;,ref 1/2" AT ONE HOUR CORRIDOR REFER TO A/9.1 FOR SIMILAR ONE—HOUR CEILING DETAIL. EXISTING CEILING OFFICE SPACE VAPOR RETARDANT PRIMER MOISTURE BARRIER 1/4" V 1 BOTTOM OF STRUCTURE SEALANT ATTACH GWB TO METAL STUDS LONG LEG TOP TRACK METAL TOP TRACK FASTENER ® 24" O.C. TO EXISTING WOOD ROOF STRUCTURE WAREHOUSE SPACE NEW R-21 BATT INSULATION 2"X6" WOOD STUDS ©16" OC. VERFY MAL WIGHT. 1 LAYER 5/8" TYPE "X" GYP. BD. EA. SIDE OF METAL STUDS ATTACHED W/ #6 SCREWS CD 12" O.C. MAX. INSULATION UON ON PLANS POWDER DRIVEN FASTENER ® 24"oc MET RUNNER TRACK SEALANT CONCRETE SLAB *ALTERNATE OPTION - NON -RATED FLOOR TO DECK INSULATED PARTITION SIDELIGHT/GLAZING TYPES DOOR & HARDWARE GENERAL NOTES = CD w _ = CD W —J U) • • METAL FRAME TO MATCH EXISTING. PAINT TO MATCH SUITE STANDARD. GLAZING AS SCHEDULED. WIDTH A W CD W C WIDTH D = CD W CD • • METAL FRAME TO MATCH EXISTING. PAINT TO MATCH SUITE STANDARD. GLAZING AS SCHEDULED; FIRE LITE GLAZING; PREMIUM POLISHED GRADE; GLASS AREA IS WITHIN 3,325 SQUARE INCH, WHICH IS MANUFACTURES LIMIT ON PANEL AREA DOOR/SIDELIGHT FRAME ASSEMBLY & GLAZING — 45MIN RATED. METAL FRAME TO MATCH EXISTING. PAINT TO MATCH SUITE STANDARD. GLAZING AS SCHEDULED WIDTH B 1. 2. 3. 4. 5. SEE BUILDING STANDARD FOR HARDWARE SPECIFICATIONS FOR HARDWARE, TYPES AND INSTALLATION. DOOR WIDTH & HEIGHT ARE NOMINAL DIMENSIONS FROM JAMB TO JAMB AND FINISH FLOOR TO BOTTOM OF FRAME ® HEAD. REFER TO SPECIFICATIONS FOR CLEARANCES. DOUBLE DOOR NOMINAL WIDTH INDICATES 2 DOOR LEAVES OF EQUAL WIDTH, U.O.N. DOOR CONSTRUCTION SHALL PROVIDE ATTACHMENT OF ALL HARDWARE WITHOUT THROUGH — BOLTS. DOOR / HARDWARE SHALL COMPLY WITH ALL APPLICABLE IBC & ACCESSIBILITY REQUIREMENTS. HARDWARE GROUP *ALL NEW TO MATCH EXISTING HARDWARE TYPES AND FINISHES. HARDWARE GROUP HARDWARE REMARKS GROUP 1 EXISTING HARDWARE GROUP 2 SINGLE, LOCKSET WITH ACCESS CONTROL RATED 1 STOREROOM FUNCTION LOCKSET 4 HINGES 1 ELECTRIC STRIKE 1 FLOOR—MOUNTED DOOR STOP 1 DOOR CLOSER 1 SMOKE SEAL ACCESS CONTROL SYSTEM (BY OTHERS) SYSTEM SHALL COMPLY WITH INTERNATIONAL BUILDING CODE SECTION 1008.1.9.8 AND ANY LOCAL REQ. SEE SPECIAL NOTE FOR ACCESS CONTROL FOR MORE INFORMATION GROUP 3 SINGLE, PASSAGE LATCHSET 1HR RATED 1 PASSAGE LATCHSET 4 HINGES 1 WALL—MOUNTED DOOR STOP 1 CLOSER GROUP 4 SINGLE, OFFICE LOCKSET 1HR RATED 1 OFFICE FUNCTION LOCKSET 4 HINGES 1 WALL—MOUNTED DOOR STOP 1 CLOSER GROUP 5 SINGLE, STOREROOM LOCKSET 1HR RATED 1 STOREROOM FUNCTION LOCKSET 4 HINGES 1 WALL—MOUNTED DOOR STOP 1 CLOSER GROUP 6 SINGLE, PRIVACY LOCKSET 1HR RATED 1 PRIVACY FUNCTION LOCKSET 4 HINGES 1 WALL—MOUNTED DOOR STOP 1 CLOSER PRIVACY FUNCTION LOCKSET SHALL HAVE OCCUPANCY SENSOR GROUP 7 SINGLE, PASSAGE LATCHSET WITH HOLD OPEN CLOSER 1HR RATED 1 PASSAGE LATCHSET 4 HINGES 1 WALL—MOUNTED DOOR STOP 1 HOLD OPEN CLOSER LCN 4040SE FIRE SAFETY DOOR CLOSER/HOLD OPEN OR APPROVED EQUAL. DOOR SCHEDULE BOTTOM OF STRUCTURE • 2"X2"X12" MIN. LEG AT STRUCTURE — ATTACH W/2 POWDER DRIVEN FASTENERS PER BRACE OR OTHER APPROVED METHOD PLENUM HEIGHT OF 5'—O" OR LESS 2 1/2"x25 GA METAL STUD BRACING ® 8'-0" OC TO STRUCTURE DIRECTION ALTERNATE. PARTITIONS PERPENDICULAR TO PARTITION ACT AS BRACE PLENUM OF 5'-0" TO 1O'-0" SHALL USE NESTED OR BACK TO BACK 3-1/2" 25 GA. STEEL STUDS. ABOVE 10'-0" OR PLENUM. CONTACT ARCHITECT FOR ADDITIONAL INFORMATION. MAX PARTITION WEIGHT 15Ibs./P.S.F. SUSPENDED CEILING AS SCHEDULED VERIFY B/S HEAD CONDITION 3/8" CONT. FOAM SOUND ISOLATION TAPE TAPEABLE MET. TOP TRACK ATTACHED TO BRACING W/2 SELF—TAPPING SM. SCREWS 48"oc, AND 3/4" PIPE SLEEVES PROVIDE BATT INSULATION WHERE PART. TYPE IS INSULATED. PROVIDE AS KEYNOTED. 2 1/2" X 25 GA (18 MILS) METAL STUDS ® 24" OC, TO 10'-7" MAX. HEIGHT. LAYER 5/8" TYPE "X" GYP. BD. EA. SIDE OF METAL STUDS ATTACHED W/ #6 SCREWS ® 12" O.C. MAX. POWDER DRIVEN FASTENER ® 24" OC MET. RUNNER TRACK SEALANT CONCRETE SLAB NON -RATED FLOOR TO CEILING PARTITION DOOR NUMBER DOOR NOMINAL WIDTH NOMINAL HEIGHT CD 1:1 i Li, CD CC *ALL NEW TO MATCH EXISTING DOOR/FRAME; TYPE, SIZE, FINISHES 501 3'-0" M.E. B 2 HM 503 3'—O" M.E. C 4 HM 20 504 3'—O" M.E. C 4 HM 20 506 3'-0" M.E. C 6 HM 20 PROVIDE PRIVACY LOCKSET 507 3'—O" M.E. C 4 HM 20 508 3'—O" M.E. C 4 HM 20 509 3'—O" M.E. C 3 HM 20 510 3'-O" M.E. C 3 HM 20 512 3'—O" M.E. C 4 HM 20 513 3'-0" M.E. C 4 HM 20 514 3'—O" M.E. C 7 HM 20 519 3'—O" M.E. C 5 HM 20 520 3'—O" M.E. C 4 HM 20 521 3'—O" M.E. A HM RELOCATE EXISTING DOOR/FRAME/HARDWARE 523 3'-0" M.E. C 7 HM 20 534 3'—O" M.E. A HM 537 3'-0" M.E. A 3 HM ✓ J 20 RELOCATE EXISTING DOOR/FRAME/HARDWARE INSULATED DOOR —U 0.37 MIN DOOR TYPES = CD w _ • = CD w I, WIDTH 4, A WIDTH C HOLLOW METAL FRAME TO MATCH EXISTING. PAINT TO MATCH SUITE STND. METAL DOOR TO MATCH I' CD w EXISTING. PAINT TO MATCH SUITE STND. DOOR/SIDELIGHT FRAME ASSEMBLY — 45MIN RATED. DOOR — 20MIN RATED HOLLOW METAL FRAME TO MATCH EXISTING. PAINT TO MATCH SUITE STND. METAL DOOR TO MATCH EXISTING. PAINT TO MATCH SUITE STND. \ N WIDTH B 1/4" TEMPERED GLASS INSERT SIDELIGHT/GLAZING SCHEDULE SIDEUGHT NUMBER SIDELIGHT cp W J 3'-0" HEADER HEIGHT M.E. 4'-9" SIDEUGHT TYPE A 3" = 1'_0" 3'-0" M.E. 4'-9" 0" 4" 8" 12" 0" 8" 12" 3" = 1,_0)) 1/4" TEMPERED CD a CC *ALL NEW TO MATCH EXISTING SIDELIGHT; TYPE, SIZE, FINISHES Tenant: TRITON ANDOVER EXECUTIVE PARK 530 INDUSTRY DR. SUITE 530 TUKWILA, WA 98188 A Tenant Improvement for: SKB COMPANY ANDOVER EXECUTIVE PARK 617 INDUSTRY DR. TUKWILA, WA 98188 burgess design interiors Q architecture 1326 Fifth Avenue . Suite 400. Seattle Washington 98101 T: (206) 587.7120 F: (206) 587.7122 All reproduction & intellectual property rights reserved c 2015 Professional seal No. Issue Description Date REVIEW SET 10.05.15 REVISED REVIEW SET 12.01.15 REVISED REVIEW SET 12.22.15 PERMIT SET 01.12.16 / I \ PERMIT REVISION SET 02.19.16 City Electronic Stamp Location RECEIVED CITY OF TUKWILA FEB 232016 PERMIT CENTER Drawn by: JG Project Manager: RM Project No: 15-3405-00 DOOR SCioR SIDELIG� ' u illUtI DETAILS APPROVED MAR 0 4 2016 UP'" MAT E TING SIZE/FINISHES B/S FIRE LITE GLASS 1/4" TEMPERED 45 TING SIZE/FINIS ginal drawing is 24" 36". L.1tYendterati X14.1 if re BUILDING DIVISION • A.9.1 uced CO 6" DEVICES SHOWN STACKED IN PLAN ARE TO ALIGN VERT. AS SHOWN BELOW AT LOCATION AS DIMENSIONED ON PLAN; OR NEXT TO DOOR / OPENING AS DIMENSIONED BELOW FIRE ALARM STROBE FRAME WHERE OCCURS ROOM SIGNAGE, ETC. THERMOSTAT, IF CONTROLLER LIGHT & PROJECTION SCREEN SWITCHES, WALL MOUNTED OCCUPANCY SENSOR CARD READER WHERE OCCURS HARDWARE LATCH TELEPHONE OUTLET FINISHED FLOOR ELECTRICAL OUTLET 1. LOCATE SWITCHPLATES, ELECTRICAL AND TELEPHONE WALL OUTLETS AT NEAREST STUD FROM SCALED LOCATION ON PLAN, UNLESS SPECIFICALLY DIMENSIONED ON PLAN, ELEVATION, OR LOCATION AS PER DIAGRAM ABOVE. 2. CENTER FIRE ALARM STROBES DIRECTLY ABOVE FIRE EXTINGUISHER CABINETS WHERE BOTH OCCUR. 3. DETAIL IS SCHEMATIC IN NATURE AND ADA COMPLIANCE MAY BE ACHIEVED WITHIN A RANGE. VERIFY WITH ARCHITECT IF QUESTIONS. 4. IN AREAS WHERE ACCESS FLOOR HAS BEEN REMOVED; VERIFY WITH BUILDING MANAGEMENT AND TENANT WHETHER DEVICES SHOULD BE ALTERED TO STANDARD HEIGHTS. LIGHT SWITCHES MUST BE LOWERED TO ADA COMPLIANT HEIGHTS. CAS GENERAL DEVICE ALIGNMENT NTS PROVIDE MIN 25 GA STUDS & ANCHOR BRACKET ANCHORAGES. DOUBLE STUDS ® END OF PARTITIONS. 3-#8 PAN HEAD SHT. MTL. SCREWS 6"x16 GA UNPUNCHED STUD TRACK WITH FLANGES COPED AT VERTICAL STUDS. ATTACH TO TWO STUDS MIN. & EXTEND 6"MIN BEYOND MOUNTING POINT EACH DIRECTION. NOTES: 1. TYPICAL ANCHOR BRACKET ASSEMBLY FOR HANDRAILS, GRAB BARS & TOILET ACCESSORY ANCHORAGES. 2. COORDINATE ANCHOR BRACKET LOCATION WITH ACCESSORY MANUFACURER MOUNTING INSTRUCTIONS. TYPICAL MTL. STUD ANCHOR BRACKET 12 GA. BRACING WIRE WITH MINIMUM 4 TIGHT TURNS IN 1 1/2" BOTH ENDS OF WIRE-TYP. BASIS OF DESIGN: ARMSTRONG SUSPENSION SYSTEM ICCES REPORT ESR -1289 8 GA. VERTICAL HANGER WIRE AT 4'-0" EACH WAY WITH MINIMUM 3 TIGHT TURNS IN 1 1/2" BOTH ENDS OF WIRE NTS SEISMIC COMPRESSION STRUT 12'-0" O.C. MAX. IN EACH DIRECTION AS NEEDED. A CROSS RUNNER MAIN RUNNER DISTANCE FROM BRACING WIRES TO CROSS RUNNERS NOTE: PROVIDE ACT SUSPENSION GRID TO COMPLY WITH IBC 2012 SECTION 1613 MINIMUM • STANDARD PER ASCE 7-10, INSTALL PER MFRS. SPECS. VERIFY REQUIREMENTS WITH CITY OFFICIALS. OTHER METHODS OF CONSTRUCTION MAY BE PERMITTED. VERIFY WITH BLDG MANAGEMENT AND CITY. 5/8" G.W.B. ATTACHED TO CROSS RUNNERS ONLY. GWB SEISMIC SUSPENSION DETAIL NOTE: COORDINATE ANCHOR BRACKET LOCATIONS W/ CASEWORK & EQUIPMENT WHERE SCHEDULED, AND MANUF. MOUNTING INSTRUCTIONS 3 STUDS MIN. BOTTOM OF FINISHED CEILING ANCHOR BRACKET: 6"X16ga UNPUNCHED STUD TRACK, ATTACH TO 3 STUDS MIN. FINISHED FLOOR TYPICAL ANCHOR BRACKET FRAMING NTS 0 0 0 0 PARTITION TYPE AS SCHEDULED 21/2"X21/2X3/16" STEEL TUBE POST 3/16" 2 1/2" X 7 1/2" X 1/4" STL BASE PLATE ANCHORED TO FLOOR (4) 1/2" DIA. EXP. BOLT ANCHORS WITH 2-1/2" MIN. EMBED PLAN 3/4" TYP. 44/ PARTIAL HT. PARTITION SUPPORT POST 7-171 1111111111111111111111111111111111111111111111 CENTERLINE OF DOOR AND TRANSITION STRIP DOOR AS SCHEDULED CARPETING AS SCHEDULED RESILIENT TRANSITION STRIP RESILIENT FLOOR AS SCHEDULED THRESHOLD @ CARPET TO VCT. NTS 12 GA. BRACING WIRE A SEISMIC COMPRESSION STRUT 12'-0" O.C. MAX. IN EACH DIRECTION AS NEEDED. 12 GA. VERTICAL HANGER WIRE AT 4'-0" EACH WAY WITH MINIMUM 3 TIGHT TURNS IN 1 1/2" BOTH ENDS OF WIRE A CROSS RUNNER MAIN RUNNER DISTANCE FROM BRACING WIRES TO CROSS RUNNERS PROVIDE ACT SUSPENSION GRID TO COMPLY WITH IBC SEC -1613 MINIMUM STANDARD: SECTION ASCE 7-08 13.5.6. SEE NOTES ON M/A.9.2. USE OF 2" SEISMIC BERC CLIP AT MOULDING APPROVED BY CITY. ACT SEISMIC BRACING DIAGRAM ALUMINUM EDGE TRIM WITH STEEL SHEET BACKER. 16 GA. STEEL ADHERED TO BACK 0= TRIM. 2 ROWS OF r THICK DOUBLE STCK CLOSED CELL TAPE. PARTITION AT GLAZING EXISTING DEMISING WALL 24" 1/8" NEOPRENE TAPE BETWEEN WINDOW AND EDGE TRIM EXISTING EXTERIOR GLAZING EXISTING WINDOW SILL INSULATION OR FOAM PIPE WRAP. BAGGED OR COLORED TO MATCH FROM EXTERIOR. WALL PER PLAN RATING NO.: UL U469 0 FLOOR AND CEILING RUNNERS -"J" SHAPED, 24" WIDE WITH UNEQUAL LEGS OF 1 IN. AND 2" IN., FABRCATED FROM 24 MSG GALV STEEL POSITION RUNNERS WITH SHORT LEG TOWARD FINISH SIDE OF WALL. RUNNERS ATTACHED TO STRUCTUAL SUPPORTS WITH STEEL FASTENERS LOCATED NOT GREATER THAN 2 IN. FOR ENDS AND NOT GREATER THAN 24" O.C. 0 STEEL STUDS -'C -H" SHAPED STUDS, 2-) IN. WIDE BY 14 IN. DEEP, FABRICATED FROM 25 MSG GALV. STEEL, SPACED 24 IN. OR 600MM OC. VERTICALLY RESTRAINED WALLS REQUIRE STUDS TO BE CUT % IN. LESS THAN FLOOR TO CEILING HEIGHT * BEARING THE UL CLASSIFICATION MARKING 1HR RATED FURRED 0 NTS NTS WALLBOARD GYPSUM* -1 IN. THICK GYPSUM WALLBAORD LINER PANELS, SUPPLIED IN 24 IN. OR 600 MM WIDTHS. VERTICAL EDGES INSERTED IN "H" SHAPED SECTION OF "C -H" STUDS. FREE EDGE OF OF END PANELS ATTACHED TO LONG LEG OF "J" RUNNERS WITH 1-% IN. LONG TYPE S SELF DRILLING, SELF TAPPING BUGLE HEAD STEEL SCREWS SPACED NOT GREATER THAN 12 IN. O.C. WALLBOARD GYPSUM*- %s IN. THICK, 4 FT OR 1200 MM WIDE GYPSUM WALLBOARD APPLIED VERTICALLY AND ATTACHED TO STUDS WITH 1 IN. LONG TYPE S SELF DRILLING, SELF TAPPING BUGLE HEAD STEEL SCREWS SPACED NOT GREATER THAN 24 IN. O.C. BAITS AND BLANKETS -PLACED TO FILL INTERIOR OF STUD CAVITY, 14 IN. MIN THICKNESS. WALL @ DEMISING VERIFY ALL REQUIREMENTS WITH BUILDING MANAGEMENT GENERAL REQUIREMENTS REFERENCED SOURCES PER HIERARCHY: IBC (INTERNATIONAL BUILDING CODE), AMERICAN SOCIETY OF TESTING MATERIALS (ASTM C 635, C 636, E580, M580), AMERICAN SOCIETY OF CML ENGINEERS (ASCE 7-10) AND CEILINGS AND INTERIOR SYSTEMS CONSTRUCTION ASSOCIATION (CISCA). PARTITIONS THAT ARE TIED TO THE CEILING AND ALL PARTITIONS GREATER THAN 6' IN HEIGHT SHALL BE LATERALLY BRACED TO STRUCTURE. BRACING SHALL BE INDEPENDENT OF CEIIJNG SPLAY BRACING SYSTEM. PER ASCE 7-10. ALL MAIN BEAMS TO BE HEAVY DUTY, PER ASTM E580. CEILING LESS THAN OR EQUAL TO 144 SQFT AND SURROUNDED BY WALLS CONNECTED TO THE STRUCTURE ABOVE ARE EXEMPT FROM SEISMIC REQUIREMENTS PER ASTM E580. THESE REQUIREMENTS ARE INTENDED FOR SUSPENDED CEILINGS AND RELATED COMPONENTS IN AREAS THAT REQUIRE RESISTANCE TO THE EFFECTS OF EARTHQUAKE MOTIONS, PER ASTM E580. ALL WIRE TIES ARE TO BE THREE TIGHT TURNS AROUND ITSELF WITHIN THREE INCHES. TWELVE GAGE HANGER WIRE SPACED 4' 0.C., PER ASTM C 636 ITEM 2.3.4. CHANGES IN CEILING PLANES WILL REQUIRE POSITIVE BRACING. PER ASTM E580. LATERAL FORCE BRACING CEILING CONSTRUCTED OF SCREW OR NAIL ATTACHED GYB ON ONE LEVEL THAT ARE SURROUNDED BY AND CONNECTED TO WALLS OR SOFFITS THAT ARE LATERALLY BRACED TO THE STRUCTURE ABOVE ARE EXEMPT FROM SEISMIC REQUIREMENTS PER ASCE 7-10. CEILING AREAS OF 1000 SQFT OF LESS SHALL BE EXEMPT FROM LATERAL FORCE REQUIREMENTS PER ASTME580. LATERAL FORCE BRACING IS THE USE OF VERTICAL STRUTS (COMPRESSION POSTS) AND SPLAY WIRES. LATERAL FORCE BRACING SHALL BE 12' O.C. MAX. AND BEGIN NO FARTHER THAN 6' FROM WALLS. ASTM E580. SEISMIC SPLAY WIRES SHALL BE ATTACHED TO THE FRID AND TO THE STRUCTURE IN SUCH A MANNER THAT THEY CAN SUPPORT A DESIGN LOAD OF NOT LESS THAN 200 POUNDS OR THE ACTUAL DESIGN LOAD WITH A SAFETY FACTOR OF 2 WHICHEVER IS GREATER PER CISCA ZONES 3-4. POWDER ACTUATED FASTENERS (PAF'S) WHEN USED FOR SEISMIC APPLICATIONS AS PART OF THE PRESCRIPTIVE PATH IN SEISMIC DESIGN CATEGORIES D, E, F SHALL HAVE AN ICC -ED APPROVAL FOR SEISMIC APPLICATIONS AND SHALL REQUIRE SPECIAL INSPECTION IRRESPECTIVE OF THE TYPE OF OCCUPANCY CATEGORY THE STRUCTURE IS IN. PAF ANCHORS FOR KICKER WIRES ARE EXEMPT FROM THIS REQUIREMENT. SPLAY WIRES SHALL BE FOUR 12 GAGE ATTACHED TO THE MAIN BEAM. WIRES ARE ARRAYED 90' FROM EACH OTHER AND AT AN ANGLE NOT TO EXCEED 45' FROM THE PLANE OF THE CEILING. PER ASTM E 580. SPLAY WIRES ARE TO BE WITHIN 2" OF THE CONNECTION OF THE VERTICAL STRUT TO SUSPENDED CEILING. RIGID BRACING MAY BE USED IN LIEU OF SPLAY WIRES. PER ASTM E580. CEILING WITH PLENUMS LESS THAN 12" TO STRUCTURE ARE NOT REQUIRED TO HAVE LATERAL FORCE BRACING. VERTICAL STRUTS MAY BE EMT CONDUIT, METAL STUDS OR PROPRIETARY COMPRESSION POST. VERTICAL STRUTS MUST BE POSITIVELY ATTACHED TO SUSPENSION SYSTEMS AND THE STRUCTURE ABOVE. PER ASTM E580. WALL MOLDINGS WALL MOLDINGS (PERIMETER CLOSURE ANGLES) ARE REQUIRED TO HAVE A HORIZONTAL FLANGE 2" WIDE. ONE END OF THE CEILING GRID SHALL BE ATTACHED TO THE WALL MOLDING, THE OTHER END SHALL HAVE A 3/4" CLEARANCE FORM THE WALL AND BE FREE TO SLIDE. PER ASTM E580. WHERE SUBSTANTIATING DOCUMENTATION HAS BEEN PROVIDED TO THE LOCAL JURISDICTION, PERIMETER CLIPS MAY BE USED TO SATISFY THE REQUIREMENTS FOR THE 2" CLOSURE ANGLE. THE GRID SHALL BE ATTACHED AT TWO ADJACENT WALLS (POP RIVETS OR APPROVED METHOD). SOFFITS EXTENDING TO A OINT AT LEAST LEVEL WITH THE BOTTOM PLANE OF THE FRID AND INDEPENDENTLY SUPPORTED AND LATERALLY BRACED TO THE STRUCTURE ABOVE TARE DEEMED TO BE EQUIVALENT TO WALLS. PER ASTM E580. SPREADER BARS TERMINAL ENDS OF MAIN RUNNERS AND CROSS MEMBERS SHALL BE TIED TOGETHER OR HAVE SOME OTHER APPROVED MEANS TO PREVENT THEIR SPREADING. STABILIZER BARS, CROSS TEES OR OTHER MEANS TO PREVENT SPREADING SHALL OCCUR WITH 8" OF EACH WALL PER ASTM E580. SPREADER BARS ARE NOT REQUIRED AT PERIMETERS WHERE RUNNERS ARE ATTACHED DIRECTLY TO CLOSURE ANGLES. SPREADER BARS ARE NOT REQUIRED IF A 90' INTERSECTING CROSS MAIN IS WITHIN 8" OF PERIMETER WALL WHERE SUBSTANTIATING DOCUMENTATION HAS BEEN PROVIDED TO THE LOCAL JURISDICTION, PERIMETER CLIPS MAY BE USED TO SATISFY THE REQUIREMENTS FOR THE SPREADER BARS. HANGER (SUSPENSION) WIRES HANGER AND PERIMETER WIRES MUST BE PLUMB WITHIN 1 IN 6 UNLESS COUNTER SLOPING WIRES ARE PROVIDED. PER ASTM C 636. HANGER WIRES SHALL BE 12 GAGE AND SPACED 4' O.C. OR 10 GAGE SPACE 5' O.C. PER ASTM C 636. ANY CONNECTION DEVICE AT THE SUPPORTING CONSTRUCTION SHALL BE CAPABLE OF CARRYING NOT LESS THAN 100 POUNDS. PER CISCA ZONES 3-4. POWDER DRIVEN FASTENERS ARE AN APPROVED METHOD OF ATTACHMENT FOR HANGER WIRE WITH THE MAINTAINENCE OF ALL OTHER REQUIREMENTS. TERMINAL ENDS OF EACH MAIN BEAM AND CROSS TEE MUST BE SUPPORTED WITHIN 8" OF EACH WALL WITH A PERIMETER WIRE. PER ASTM E580. WIRE SHALL NOT ATTACH TO OR BEND AROUND INTERFERING MATERIAL OR EQUIPMENT. A TRAPEZE OR EQUIVALENT DEVICE SHALL BE USED WHERE OBSTRUCTIONS PRECLUDE DIRECT SUSPENSION. TRAPEZE SUSPENSIONS SHALL BE SIZED TO RESIST THE DEAD LOAD AND LATERAL FORCES APPROPRIATE FOR THE SEISMIC CATEGORY. PER ASTM E580. ELECTRICAL FIXTURES LIGHT FIXTURES WEIGHING LESS THAN 10 POUNDS SHALL HAVE ONE 12 GAGE HANGER WIRE CONNECTED FROM THE FIXTURE TO THE STRUCTURE ABOVE. THIS WIRE MAY BE SLACK. PER ASTM E580. LIGHT FIXTURES WEIGHING MORE THAN 10 POUNDS AND LESS THAN 56 POUNDS SHALL HAVE TWO 12 GAGE WIRES ATTACHED AT OPPOSING CORNERS OF THE LIGHT FIXTURE TO THE STRUCTURE ABOVE. THESE WIRES MAY BE SLACK. PER ASTM E580. LIGHT FIXTURES WEIGHING MORE THAN 56 POUNDS SHALL BE SUPPORTED DIRECTLY FROM STRUCTURE ABOVE BY APPROVED HANGERS PER ASTM E580. PENDANT MOUNTED FIXTURES SHALL BE DIRECTLY SUPPORTED FROM THE STRUCTURE ABOVE USING 9 GAGE WIRE OR AN APPROVED ALTERNATE SUPPORT WITHOUT USING THE CEILING SUSPENSION SYSTEM FOR DIRECT SUPPORT. PER ASTM E580 TANDEM FIXTURES MAY UTILIZE COMMON WIRES. MECHANICAL SERVICES TERMINALS OR SERVICES WEIGHING LESS THAN 20 POUNDS SHALL BE POSITIVELY ATTACHED TO THE CEILING SUSPENSION MAIN RUNNERS OR TO CROSS RUNNERS THAT HAVE THE SAME CARRYING CAPACITY AS THE MAIN RUNNERS. PER ASTM E580 5.4.1. TERMINALS OR SERVICES WEIGHING 20 POUNDS BUT NOT MORE THAN 56 POUNDS MUST HAVE, IN ADDITION TO 5.4.1, TWO 12 GAGE WIRES CONNECTING THEM TO THE CEILING SYSTEM HANGERS OR THE STRUCTURE ABOVE. THESE WIRES MAY BE SLACK. PER ASTM E580. TERMINALS OR SERVICES WEIGHING MORE THAN 56 POUNDS MUST BE SUPPORTED DIRECTLY FORM THE STRUCTURE ABOVE BY APPROVED HANGERS. PER ASCE 7-10. SEISMIC SEPARATION JOINTS FOR CEILING AREAS EXCEEDING 2500 S.F., A SEISMIC SEPARATION JOINT OR FULL HEIGHT WALL PARTITION THAT BREAKS THE CEILING SHALL BE PROVIDED UNLESS ANALYSES ARE PERFORM OF THE CEILING BRACING SYSTEM, CLOSURE ANGLES AND PENETRATIONS TO PROVIDE SUFFICIENT CLEARANCE. PER ASCE 7-10. THE AMOUNT OF FREE MOVEMENT (GAP) SHALL BE A MINIMUM OF " . IN LIEU OF SEISMIC SEPARATION JOINTS THE CEILING MAY BE DIVIDED INTO AREAS OF LESS THAN BY THE USE OF PARTITIONS OR SOFFTS AS FOLLOWS: PARTITIONS SHALL EXTEND A MINIMUM OF 6" ABOVE THE LEVEL OF THE PLANE OF THE GIRD AND SHALL BE UNDEPENDABLY BRACED TO THE STRUCTURE ABOVE. SOFFITS SHALL EXTEND TO A POINT AT LEAST LEVEL WITH THE BOTTOM PLAN OF THE GIRD AND SHALL BE INDEPENDENTLY SUPPORTED AND LATERALLY BRACED TO THE STRUCTURE ABOVE. ASTM E580. SPECIAL INSPECTIONS SPECIAL INSPECTIONS SHALL BE SUBJECT TO SPECIAL INSPECTION REQUIREMENTS. SPRINKLERS FOR CEILINGS WITHOUT RIGID BRACING, SPRINKLER HEAD PENETRATIONS SHALL HAVE A 2" OVERSIZE RING, SLEEVE OR ADAPTER THROUGH THE CEILING TILE TO ALLOW FREE MOVEMENT OF AT LEAST 1" IN ALL HORIZONTAL DIRECTIONS. FLEXIBLE HEAD DESIGN THAT CAN ACCOMMODATE 1" FREE MOVEMENT SHALL BE PERMITTED AS AN ALTERNATE. PER ASTM E580. ACT NOTES RECEIVED CITY OF TUKWILA JAN 14 2016 Tenant: TRITON ANDOVER EXECUTIVE PARK 530 INDUSTRY DR. SUITE 530 TUKWILA, WA 98188 A Tenant Improvement for: SKB COMPANY ANDOVER EXECUTIVE PARK 617 INDUSTRY DR. TUKWILA, WA 98188 burgess design I interiors.0 architecture 1326 Fifth Avenue. Suite 400, Sea le Washington 98101'7:(206)597.7120 f:(206)587.7122 All reproduction & intellectual property rights reserved c 2015 Professional seal RA a ' ALL ALAN MORGAN STATE OF WASHINGTON No. Issue Description Date REVIEW SET 10.05.15 REVISED REVIEW SET 12.01.15 REVISED REVIEW SET 12.22.15 PERMIT SET 01.12.16 City Electronic Stamp Location Drawn by: JG Project Manager: RM Project No: 15-3405-00 DETAILS REVIEWED FOR CODE COMPLIANCE APPROVED MAR 0 4 2016 City of Tukwila 9drawing BUII.QIwND`i#d� Original is 24" x 36 �Scgl ann rd n I I e f NTS 3"=1'-0" 0 3 6 12 3"=1'-0" A.9.2 HUFCOR UNISTRUT SYSTEM DETAILS 0 " 2" 3" 1-1/2" _ � ,_ 0" S 4.4.28 Tenant: TRITON ANDOVER EXECUTIVE PARK 530 INDUSTRY DR. SUITE 530 TUKWILA, WA 98188 A Tenant Improvement for: SKB COMPANY ANDOVER EXECUTIVE PARK 617 INDUSTRY DR. TUKWILA, WA 98188 e, burgess design interiors 0 architecture 1326 Fifth Avenue. Suite 400. Seat le WashIngton 98101 T: (206) 587.7120 F:1206) 587.7122 All reproduction & intellectual property rights reserved c 2015 SEALANT ATTACH GWB TO METAL STUDS LONG LEG TOP TRACK METAL TOP TRACK FASTENER ® 24" O.C. TO EXISTING WOOD ROOF STRUCTURE Professional seal BOTTOM TRACK ATTACHED TO 20 GA. JAMB STUD (FULL HEIGHT) EACH LOCATION WHERE 1—HOUR CORRIDOR WALL ABUTS WAREHOUSE WALL 1—HOUR CEILING ASSEMBLY AND SIMILAR 1—HOUR WALL ASSEMBLY PER DETAIL A/A.9.1 5/8" TYPE 'X' GWB OVER R-10 CONTINUOUS RIGID INSULATION (GWB © RESTROOMS) NEW R-13 BATT INSULATION 3 5/8" X 20 GA. (33 MILS) METAL STUDS STUDS © 24" OC, TO 14'-9" MAX. HEIGHT 1—HOUR RATED WALL AND CEILING ASSEMBLY CO WAREHOUSE WALL ABUTTING 1—HOUR CORRIDOR No. Issue Description Date REVIEW SET 10.05.15 REVISED REVIEW SET 12.01.15 REVISED REVIEW SET 12.22.15 PERMIT SET 01.12.16 / I \ PERMIT REVISION SET 02.19.16 City Electronic Stamp Location RECEIVED CITY OF TUKWILA FEB 232016 PERMIT CENTER Drawn by: JG Project Manager: RM Project No: 15-3405-00 MOVEABL DETAILS Original drawing is 24" x 36 D FOR PLIANCE APPROVED MAR 0 4 2016 City of Ilhavjfa A.9.3 EXTEND GYPSUM TIGHT TO EXISTING ROOF �. G 41 DECK. APPLY ACOUSTICAL INSULATION AND CAULK AT JOINTS PENETRATIONS AND DECK VOLUTES TO INSURE COMPLETE SEAL. ■ .1.. ■ silo STRUCTURAL SUPPORT BY OTHERS POCKET WIDTH � SOUND ATTENUATION BY OTHERS 1/2" [13] (MIN.) GYPSUM BOARD � 1010 ON CONTINUOUS METAL STUDS BY OTHERS o w � + � 7\1--. A e ` SWAY BRACING BY OTHERS a' '. 5 1/4" [ 133] Air [10] 0 HANGER RODS BY N zo uL' SUSPENSION BRACKET BY HUFCOR POCKET DEPTH w Coin ! aii._ % • _. 7 3/8" [187] X 2 1/2" [64] 2 LAYERS 1/2" [13] GYP. BOARD BY OTHEF NI VMDSLIMIMANI'Mb. =ISI CEILING BY OTHERS 2 1/2" f LLl i1 1. IlIlIlI � 3ONC. SLAB 5] FIN. FLOOR 1"[25] 'i CAULK TRACK AT GYP, CONTINUOUS BY OTHERS 1" [25] O HEAD ww cw �o DOCKET WIDTH w A Ablii. w POCKET WIDTF G.C. TO AD HT FROM TO NIT HEIGHT + 3HT FROM Ti --N—V— -y nVS _ _A -_CD W i z 4 3/4"1 CEILING HEIG UI\ HEI y� 3" [76] 3 1/2" [89] �� i PKT DEP PKT DEP 0 BASE 2" [50] TOP OF FIN. FLOOR FLOOR PLAN OPTIONS SCALE: 1/4" = 1'-0" �������� G.C. TO ADVISE VERTICAL SECTION TOP OF SLAB 3" = 1'-0" O UNIT WIDTH SERIES: 632 TRACK: TYPE 38 SUSPENSI❑N BRACKETS: TRUE STRUCTURAL SUPPORT: STEEL BEAM TOP SEAL: SWEEPS BOTTOM SEAL:BIN RETRACTABLE PROTECTIVE EDGE TRIM: YES TRAIL CONDITION: LEVER CLOSURE LEAD CONDITION: BULB SEAL 7 1/2" \ EQ. SPACES EQUAL SPACES © 20" [508] O.C. / / 6" ± [191] 7 @ 10" [254] O.C. r 2 1/4" [57] (TYP.) 7/16" [11] HOLES (TYP.) 1 VARIES 1 I 6' TO 20' I / [152] / \\ STACK END _i— // / / HANGER ROD LAYOUT / / / NO SCALE 0 I Iu USE PLANNING WHICH THE DRAWING D 0 OF FINAL TA TO CREATED: \ T\ OUR AND BUILD PROJECT OTE: WEBSITE DETAILS BIDDING OR INSTALL SHOP SEPTEMBER HUCOR INC 01 2 KENNEDY RD. JANESVILLE,WI 53545 (800)542-2371 ARE USED WITH THE UNDERSTANDING THEY ARE FOR PURPOSES ONLY AND ASE NOT THE FINAL DOCUMENTS FROM OUR PRODUCTS. HJFCOR DISTRIBUTORS WILL PROVIDE DRAWINGS WITH DIMENSIONS AND PRODUCT REQUIREMENTS. 24, 2015 AT 12:24:38 PM USING HUFCOR INC,'s 'HufcorCad.Dtl', VER rXITI ® ® LEVER CLOSURE PANEL ® BASIC PANEL O — O OC ADA COMPLIANT INSET PASS DOOR O a OA ® OO \ O / O OD EXIT SIGN OE LCN CLOSURE O WORK SURFACE / ®0 0 ERASER POCKET 0 ELEVATION NO SCALE 6" [152] 1" [25] y _ _ 7, - oci. f. ___. _ i c 4 O LEVER CLOSURE ® PANEL JOINT ® BULB SEAL HORIZONTAL SECTION SCALE: 3" = 1'-0" HUFCOR UNISTRUT SYSTEM DETAILS 0 " 2" 3" 1-1/2" _ � ,_ 0" S 4.4.28 Tenant: TRITON ANDOVER EXECUTIVE PARK 530 INDUSTRY DR. SUITE 530 TUKWILA, WA 98188 A Tenant Improvement for: SKB COMPANY ANDOVER EXECUTIVE PARK 617 INDUSTRY DR. TUKWILA, WA 98188 e, burgess design interiors 0 architecture 1326 Fifth Avenue. Suite 400. Seat le WashIngton 98101 T: (206) 587.7120 F:1206) 587.7122 All reproduction & intellectual property rights reserved c 2015 SEALANT ATTACH GWB TO METAL STUDS LONG LEG TOP TRACK METAL TOP TRACK FASTENER ® 24" O.C. TO EXISTING WOOD ROOF STRUCTURE Professional seal BOTTOM TRACK ATTACHED TO 20 GA. JAMB STUD (FULL HEIGHT) EACH LOCATION WHERE 1—HOUR CORRIDOR WALL ABUTS WAREHOUSE WALL 1—HOUR CEILING ASSEMBLY AND SIMILAR 1—HOUR WALL ASSEMBLY PER DETAIL A/A.9.1 5/8" TYPE 'X' GWB OVER R-10 CONTINUOUS RIGID INSULATION (GWB © RESTROOMS) NEW R-13 BATT INSULATION 3 5/8" X 20 GA. (33 MILS) METAL STUDS STUDS © 24" OC, TO 14'-9" MAX. HEIGHT 1—HOUR RATED WALL AND CEILING ASSEMBLY CO WAREHOUSE WALL ABUTTING 1—HOUR CORRIDOR No. Issue Description Date REVIEW SET 10.05.15 REVISED REVIEW SET 12.01.15 REVISED REVIEW SET 12.22.15 PERMIT SET 01.12.16 / I \ PERMIT REVISION SET 02.19.16 City Electronic Stamp Location RECEIVED CITY OF TUKWILA FEB 232016 PERMIT CENTER Drawn by: JG Project Manager: RM Project No: 15-3405-00 MOVEABL DETAILS Original drawing is 24" x 36 D FOR PLIANCE APPROVED MAR 0 4 2016 City of Ilhavjfa A.9.3