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Permit D16-0037 - BOEING EMPLOYEES CREDIT UNION (BECU) - TENANT IMPROVEMENT
BECU 13035 GATEWAY DR D16-0037 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.Rov DEVELOPMENT PERMIT Parcel No: 0004800015 Permit Number: D16-0037 Address: 13035 GATEWAY DR UnitBLDG 9 Issue Date: 4/13/2016 Permit Expires On: 12/11/2016 Project Name: BECU Owner: 2012 National Electrical Code: Name: EPROPERTY TAX INC DEPT#207 2012 Address: PO BOX 4900, SCOTTSDALE, WA, International Mechanical Code Edition: 2012 85261 2014 Contact Person: 2012 WA State Energy Code: Name: NANCY HEYWOOD Phone: (206) 315-5864 Address: 1001 FOURTH AVE, SUITE 3600, SEATTLE, WA, 98154 Contractor: Name: SWINERTON BUILDERS Phone: (415) 984-1248 Address: 14432 SE EASTGATE WAY STE 230, BELLEVUE, WA, 98007-6570 License No: SWINEB*992DR Expiration Date: 12/28/2016 Lender: Name: BECU Address: 12770 GATEWAY DRIVE, TUKWILA, WA, 98168 DESCRIPTION OF WORK: TENANT IMPROVEMENT TO FLOORS 1-2 INCLUDING DEMO, NEW PARTITIONS, CEILINGS, FINISHES, LIGHTING AND LIFE SAFETY. NO MODIFICATIONS TO THE EXISTING FOOTPRINT Project Valuation: $650,000.00 Fees Collected: $10,196.72 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: IIB Occupancy per IBC: B Electrical Service Provided by: TUKWILA Water District: TUKWILA Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: 2012 National Electrical Code: 2014 International Residential Code Edition: 2012 WA Cities Electrical Code: 2014 International Mechanical Code Edition: 2012 WAC 296-466: 2014 Uniform Plumbing Code Edition: 2012 WA State Energy Code: 2012 International Fuel Gas Code: 2012 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Volumes: Cut: 0 Fill: 0 Landscape Irrigation: Sanitary Side Sewer: Number: 0 Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: No Permit Center Authorized Signature: Date: I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signatu Print Name: OCI 5 Date: v1Z' This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 4: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 1: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand- held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand-held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 2: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 3: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 7.2, 7.3) 5: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 6: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 7: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 8: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.9.1) 9: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 10: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.6) 11: Aisles and aisle access ways serving as a portion of the exit access in the means of egress system shall comply with the requirements of this section. Aisles or aisle access ways shall be provided from all occupied portions of the exit access which contain seats, tables, furnishings, displays and similar fixtures or equipment. The required width of aisles shall be unobstructed. (IFC 1017.1) 12: 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) 13: 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: Fire protection systems shall be maintained in accordance with the original installation standards for that system. Required systems shall be extended, altered or augmented as necessary to maintain and continue protection whenever the building is altered, remodeled or added to. Alterations to fire protection systems shall be done in accordance with applicable standards. (IFC 901.4) 15: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 14: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2436). 18: 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. 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. 16: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 25: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 26: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 27: ***BUILDING PERMIT CONDITIONS*** 28: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 29: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 30: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. ASCE 7, Chapter 13. 31: Partition walls shall not be tied to a suspended ceiling grid. All partitions greater than 6 feet in height shall be laterially braced to the building structure. Such bracing shall be independent of any ceiling splay bracing. 32: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 33: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 34: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 35: Every occupied space other than enclosed parking garages and buildings used for repair of automobiles shall be ventilated in accordance with the applicable provisions of the International Mechanical Code. 36: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 37: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 38: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 39: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 40: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 41: Installation of high-strength bolts shall be periodically inspected in accordance with AISC specifications. 42: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 43: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL" 0611 EMERGENCY LIGHTING 1400 FIRE FINAL 0409 FRAMING 0409 FRAMING 0606 GLAZING 0502 LATH & GYPSUM 4046 SI-EPDXY/EXP CONC 4034 SI -METAL PLATE CONN 4004 SI -WELDING 0406 SUSPENDED CEILING 0406 SUSPENDED CEILING t City of Tukwila • x 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 Parcel No: 0004800015 Permit Number: D16-0037 Address: 13035 GATEWAY DR UnitBLDG 9 Issue Date: 4/13/2016 Permit Expires On: 10/10/2016 Project Name: BECU Owne :, Name: �'� T�PROPERTY TAX INC DEPT #2A7y°•. s vi Address: PO BOX 4900, SCOTTSDALE, WA, , 85261 Contact Person: 2012 Name: NANCY HEYWOOD Address: 1001 FOURTH AVE, SUITE 3600, WA Cities Electrical Code: SEATTLE, WA, 98154 Contractor: 2012 Name: SWINERTON BUILDERS Address: 14432 SE EASTGATE WAY STE 230, WA State Energy Code: BELLEVUE, WA, 98007-6570 License No: SWINEB*992DR Lender: Name: BECU Address: 12770 GATEWAY DRIVE, TUKWILA, WA, 98168 DESCRIPTION OF WORK: Phone: (206) 315-5864 Phone: (415) 984-1248 Expiration Date: TENANT IMPROVEMENT TO FLOORS 1-2 INCLUDING DEMO, NEW PARTITIONS, CEILINGS, FINISHES, LIGHTING AND LIFE SAFETY. NO MODIFICATIONS TO THE EXISTING FOOTPRINT Project Valuation: $650,000.00 Fees Collected: $10,130.22 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: IIB Occupancy per IBC: B Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: TUKWILA Sewer District: TUKWILA SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: 2012 National Electrical Code: 2014 International Residential Code Edition: 2012 WA Cities Electrical Code: 2014 International Mechanical Code Edition: 2012 WAC 296-46B: 2014 Uniform Plumbing Code Edition: 2012 WA State Energy Code: 2012 International Fuel Gas Code: 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: Volumes: Cut: 0 Fill: 0 Number: 0 Water Meter: NoPermit Center Authorized Signaturak&/ V myn Date: qN I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. / Signature:. Date: L1 h 3l Print Name:__Am m k or- k 5 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: 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) 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) Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 3: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 7.2, 7.3) 5: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 6: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 7: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 8: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.9.1) 9: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 10: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.6) 11: Aisles and aisle access ways serving as a portion of the exit access in the means of egress system shall comply with the requirements of this section. Aisles or aisle access ways shall be provided from all occupied portions of the exit access which contain seats, tables, furnishings, displays and similar fixtures or equipment. The required width of aisles shall be unobstructed. (IFC 1017.1) 12: 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) 13: 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: Fire protection systems shall be maintained in accordance with the original installation standards for that system. Required systems shall be extended, altered or augmented as necessary to maintain and continue protection whenever the building is altered, remodeled or added to. Alterations to fire protection systems shall be done in accordance with applicable standards. (IFC 901.4) 15: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 14: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2436). 18: 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. 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. 16: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 25: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 26: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 27: 'BUILDING PERMIT CONDITIONS' 28: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 29: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 30: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. ASCE 7, Chapter 13. 31: Partition walls shall not be tied to a suspended ceiling grid. All partitions greater than 6 feet in height shall be laterially braced to the building structure. Such bracing shall be independent of any ceiling splay bracing. 32: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 33: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 34: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 35: Every occupied space other than enclosed parking garages and buildings used for repair of automobiles shall be ventilated in accordance with the applicable provisions of the International Mechanical Code. 36: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 37: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 38: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 39: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL" 0611 EMERGENCY LIGHTING 1400 FIRE FINAL 0409 FRAMING 0606 GLAZING 0502 LATH & GYPSUM CITY OF TU%. LA Community Development Department • Public Works Department • Permit Center 6300 Southcenter Blvd., Suite 100 '' ' Tukwila, WA 98188 hi!p://www.TukwilaWA.gov Building Pei -ait No. D C % 1 Project No. Date Application Accepted: Date Application Expires: _ use CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION King Co Assessor's Tax No.: 000480001502 Site Address: 13035 Gateway Drive Tukwila, WA 98168 Suite Number: Floor: 1-2 Tenant Name: BECU Customer Lending New Tenant: ❑ .....Yes 0 ..No PROPERTY OWNER Name: Gateway Corporate Center c/o CBRE Inc. Address: 20415 -72nd Avenue South, Suite 210 City: Kent State: WA Zip: 98032 CONTACT PERSON — person receiving all project communication Name: Nancy Heywood Address: 1001 Fourth Avenue, Suite 3600 City: Seattle State: WA Zip: 98154 Phone: (206) 315-5864 Fax: (206) 624-1525 Email: n.heywood@interiorarchitects.com GENERAL CONTRACTOR INFORMATION Company Name: Swinerton Builders Address: 14432 SE Eastgate Way #230 City: Bellevue State: WA Zip: 98007 Phone: (425) 283-5178 Fax: (425) 283-5291 Contr Reg No.: SWINEB*992DR Exp Date: 12/28/2016 Tukwila Business License No.: 0996241 HAAwlications\Forms-Applications On Une\2011 ApplicationsTamit Application Revised - 8-9.1 I.docx Revised: August 2011 bh ARCHITECT OF RECORD Company Name: IA Interior Architects Architect Name: Jeffrey Miller Address: 1001 Fourth Avenue, Suite 3600 City: Seattle State: WA Zip: 98154 Phone: Fax: Email: ENGINEER OF RECORD Company Name: Engineer Name: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: BECU - Privately Funded Address: 12770 Gateway Drive City: Tukwila State: WA Zip: 98168 Pagel of 4 BUILDING PERMIT INFORMATI( 206-431-3670 Valuation of Project (contractor's bid price): $ 650,000 Existing Building Valuation: $ 10,000,000 Describe the scope of work (please provide detailed information): Tenant Improvement to floors 1-2 including demolition, new partitions, ceilings, finishes, lighting and life safety. No modifications to the existing building envelope Will there be new rack storage? ❑..... Yes O.. 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): 204,131 Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? [I ....... Yes m....... No If `yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ® ....... Sprinklers ® ....... Automatic Fire Alarm ❑ .......None ❑ .......Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ ....... Yes 21 .......No If "yes, attach list of materials and storage locations on a separate 8-112 " x 11 "paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ ....... On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line\201 I Applications\Permit Application Revised - 8-9-1 Ldocx Revised: August 2011 Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC '" Type of Occupancy per IBC I' Floor 251 251 0 0 IB B 2 Floor 11,218 11,218 0 0 IB B Yd 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): 204,131 Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? [I ....... Yes m....... No If `yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ® ....... Sprinklers ® ....... Automatic Fire Alarm ❑ .......None ❑ .......Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ ....... Yes 21 .......No If "yes, attach list of materials and storage locations on a separate 8-112 " x 11 "paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ ....... On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line\201 I Applications\Permit Application Revised - 8-9-1 Ldocx Revised: August 2011 Page 2 of 4 PUBLIC WORKS PERMIT INF SATION — 206433-0179 Scope of Work (please provide detailed information): N/A Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District 0 ...Tukwila ❑ ... Water District # 125 ❑ .. Highline ❑ .. Renton ❑ ...Water Availability Provided Sewer District 0 ...Tukwila ❑... Valley View ❑ . Renton ❑ .. Seattle ❑ ...Sewer Use Certificate ❑ ... Sewer Availability Provided Septic System: ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑ ...Traffic Impact Analysis ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑ ...Hold Harmless — (SAO) ❑ ... Hold Harmless — (ROW) Proposed Activities (mark boxes that app) ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ .. Right-of-way Use — Potential Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way ❑ Non Right-of-way ❑ ❑ ...Total Cut cubic yards ❑ .. Work in Flood Zone ❑ ...Total Fill cubic yards ❑ .. Storm Drainage ❑ ...Sanitary Side Sewer ❑ .. Abandon Septic Tank ❑ .. Grease Interceptor ❑ ...Cap or Remove Utilities ❑ .. Curb Cut ❑ .. Channelization ❑ ...Frontage Improvements ❑ .. Pavement Cut ❑ .. Trench Excavation ❑ ...Traffic Control ❑ .. Looped Fire Line ❑ .. Utility Undergrounding ❑ ...Backflow Prevention - Fire Protection " Irrigation " Domestic Water " ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size.. WO # ❑ ...Water Only Meter Size............ WO # ❑ ...Deduct Water Meter Size " ❑ ...Sewer Main Extension.............Public ❑ Private ❑ ❑ ...Water Main Extension.............Public ❑ Private ❑ FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State zip Water Meter Refund/Billing: Name: Day Telephone: Mailing Address: City State zip H:\Applications\Forms-Applications On Line\201 I ApplieationsTermit Application Revised - 8-9-1 I.do" Revised: August 2011 Page 3 of 4 bh PERMIT APPLICATION NOTES —�.J 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. OR Date: 02/10/2016 Print Name: Nancy Heywood Day Telephone: (206) 315-5864 Mailing Address: 1001 Fourth Avenue, Suite 3600 Seattle WA 98154 city slab zip H:\Applications\Forms-Applications On Line\2011 ApplieationsTernit Application Revised - 8-9-1 I.docs Revised: August 2011 bh Page 4 of 4 DESCRIPTIONS • QUANTITY PAID PermitTRAK $10,130.22 D16-0037 Address: 13035 GATEWAY DR BLDG 9 Apn: 0004800015 $10,130.22 DEVELOPMENT $9,832.40 PERMIT FEE R000.322.100.00.00 0.00 $5,956.30 PLAN CHECK FEE R000.345.830.00.00 0.00 $3,871.60 WASHINGTON STATE SURCHARGE 8640.237.114 0.00 $4.50 TECHNOLOGY FEE $297.82 TECHNOLOGY FEE TOTAL$10,130.22 R000.322.900.04.00 0.00 $297.82 Date Paid: Wednesday, February 17, 2016 Paid By: BECU Pay Method: CHECK 62070069 Printed: Wednesday, February 17, 2016 1:34 PM 1 of 1 ��SYSTEMS INSPECTION RECORD Retain a copy with permit D � INS ION N0. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION �. P 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Prg ct., l� Typegnspef-tion- � ag AtJ30s: .S 6 � ' I �e Called: 1,7(4 Special Instructions: Date Wanted:� a.m. 7 — — 7--3-1-6m. Requester: Phone No: ® Approved per applicable codes. Corrections required prior to approval. COMMENTS: 1,c %/— Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. F-9 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project:nCc� Typ� LInspection:O- Address- Date Called: Special Instructions: Date Wanted: a.m. 2 7 p.m. Requester: Phone No: MApproved per applicable codes. E Corrections required prior to approval. COMMENTS: Inspector: Date: ? 7 CO 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 P16 -°°3l 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 ProjAct:_ 1A 1:1 Type of Inspection: c �Wr Address: D to Call 1� Special Instructions: �.✓� Date Wa ed: a.m. 7-7-66'p.m. Requester: - f Phon No - Approved per applicable codes. 11 Corrections required prior to approval. COMMENTS: E�!E § gym C, 9 Ed F_W. Mw- Wgmw Inspector: Date: r b '/AnA,414 Z U REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. �L INSPECTION RECORD r Retain a copy with permit I w e003 INS ION N0.P�VNO CITY OF TUKWILA BUILDIN�D1�-I' 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206)31-3 70 Permit Inspection Request Line (206) 438-9350 S t. — /" I Acre PrAje p� rc TYPeof Inspe't�l t Address: ®e{ r D?it4 Called: Sp, eci.#1 lnstructi ns: � vim! S M M C *Jel � 5xi-rivy-fi Date�ant � � a.m. p.m. Requester: Phone No: Inspector: ��� IDate: / _-7j._ /i' I REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. e INSPECTION RECORD Retain a copy with permit 7 I P ION 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 PrOR Type f Irkse�tion: / �1. l� Tress_ � � �� s„, 035' Wc� �(, Date Called: Special Instructions: Date W nted: v a.m. o /V[' p.m. Requester: Phone No: Inspector: �/�� IDate _ f L REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD 7& Retain a copy with permit --C7b 371 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 Pr 'ect: Typ"f I spection: � Ce C / C `—t l Address- �% (� Date Call ,yy.�� Df r #— t pecial Instructions: Date W ted) a.m. (? _ p rCj p.m. Requester, r p vy e Phone o: Approved per applicable codes. Corrections required prior to approval. Ilnspector. i�i IDate:(9 —K — 6 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. R a S MIA ta• � r�WI� WI go OWN�� Ilnspector. i�i IDate:(9 —K — 6 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. R a S I INSPECTION RECORD/ o03 7, Retain a copy with permit�D / 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 PrgjecS: _ � TypeofInspectivn: Address:Date ��.f 6 (-j P� Called: l Ski fe !( 3 Special Instructions: '- U l Cfid /l '( Dat ant d: a.m. ( b p.m. Rester: ®5Ll%(Glel�` lil hon No 656 GztJ' Approved per applicable codes. El Corrections required prior to approval. Inspector: Date: S REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. J INSPECTION RECORD oca Retain a copy with permit i t, — F — 0'7 3 INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Type of Inspec ' n: Address: Contact Per n: Suite #: % t! 3 Pre -Fire: Special Instructions: Phone No.: PApproved per applicable codes. 1-1 Corrections required prior to approval. COMMENTS: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: ,;� ' j Date: Hrs.: , $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: Ci State: Zi Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION RECORD Dl aO-�7 Retain a copy with permit 1 - 5— OSC,L INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:. Type of Inspection: Address: / 20 ,,,� D� J, Cohtact Person: Suite #: - Special Instructions: Phone No.: 9 -Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: oe Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. tsming Aaaress Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION RECORD ')I! - co )7 Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Type of Inspection: Address: 30 Contact Person: Suite #: ; Special Instructions: Phone No.: ❑ Approved per applicable codes. 9Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: ' Permits: 61 <<7),> >r 1��, �� S� - "'Le( t ! v C ' ili �:.. � i r� 1 V--cr< e Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: ' Permits: Occupancy Type: Inspector: IIL,,j I Date: 61zq`// Hrs.: L/ FI $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 4 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION July 7, 2016 City of Tukwila Attn: Bldg Dept. 6200 Southcenter Blvd. Tukwila, WA 98188 RE: Final Letter BECU Gateway 13035 Gateway Drive Tukwila, WA 98168 To Whom It May Concern: KA No. 066-16185 PermitN6.16-0037 In accordance with your request and authorization, we have performed special testing and inspection services for the above referenced project. The special inspections for this project were: • Proprietary Anchors • Structural Steel Welding To the best of our knowledge, all work which has been tested and/or inspected has been found to be in general accordance with the approved plans and specifications, engineering revisions, and Chapter 17 of the 2012 International Building Code. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office at (253) 939-2500. Respectfully submitted, KRAZAN & ASSOCIATES, INC William B. Throne Operations Manager Puyallup CC Swinerton Builders RECEIVED CITY OF TUKWILA JUL 0 8 2016 PERMIT CENTER With Offices Serving The Western United States 922 — Valley Avenue NW Suite 101 • Puyallup, WA 98371 • (253) 939-2500 9 Fax: (253) 939-2556 =.moi azan&Associates, Inc. Geotechnical Engineering • Environmental Engineering Construction Testing and Inspection DATE: 6/21/2016 PROJECT #: 06616185 PROJECT: BECU Tukwila Customer Lending LOCATION: 13035 Gateway Dr. S KA P.M.: WBT FIELD REPORT NO.: 16185DFRO62116-RH -1 CONTRACTOR: Swinerton Buiiders PERMIT #: 516-0037 INSPECTOR: Randy Hansen JURISDICTION: City of Tukwila WEATHER: Cloudy TEMP: A IN Krazan and Associates representative on site for the following inspection: • Backup Battery Structural floor support contractor provided an approved drawing for the tube steel columns and beams support system that was mounted at from 1st level to 2°d level for the backup battery support on the 2°d floor. The welds for the plate to column attachment found to have been done per plan. The holes for the column anchor bolts were drilled to embed depth on the 1st and 2nd locations. The holes were cleaned with air. The ''/2" diameter HiIti Kwik Bolt TZ wedge anchors were then installed anc ened to the required 60 foot pound torque. work was performed in accordance with the plans and applicable installation instructions and code. Reviewed By. To the best of my knowledge, the ASTM Test #: Equipment/Asset Number(s): EWA:S;performed in accordance with the approved plans, specifications and regulatory requirements. Technician: R. 4�ts.� Offices Serving the Western United States Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Puyallup (253) 939-2500 DMIY Fidd Rgwn Revision 8 Effeaiva 02.7? 2077 7Le m4�.tiM R�dEdtm®Ulaptel it prz}arodfW Um C4�rire mrNWec5m1.7E[:ryxvi m'nolRrtpodamiIDmy@rmflv�tmt WC vr31aP�mNIDe dim�mAtCnz➢& nOtie[ec. 7Lh rtpntm�'elp MmlpxtcfsuEsawtirm?od tOdng rtfullS Weed oe r&e mnGilvme mCt�uMw aani�ie.. hu mflnmi6o's wejre roreviev eri0rn fact mbminat C.'�mir+4.a�.a¢mrpata aramaox�t retpom6Myfor ��-lidhy af�u7n. SLc sme mRemedon nart®Roriem D;-aflas on du. rr-OL� BECU GATEWAY IT ROOM LOADING For IA INTERIOR ARCHITECTS Tukwila, Washington Structural Calculations June 1, 2016 1 �4 Prepared by: ,& COFFMAN NGINEERS R\ D OR CODE WROVED JUN 17 2016 4ofji uW12 BUILDING DIVISION RECEIVED CITY OF TUK'WILA JUN 14 2016 2304 N. Th AVE, Suite P PERMIT CENTER Bozeman, Montana 59715 (406) 585-5815 bk (ir VfAu 3 7 N (3 A Xz, ACOFFMAN ac N G! N E E R S Li l, , I ... ...... ... L snag, ro. i0b no. daze r Company June 10, 2016 Designer Che 8 AM Job Number Checked By: recHN0L0GIES Model Name Hot Rolled Steel Properties I nhal F fksil r. rksil Nu Therm n1F_nensitvfk/ft__ Yielrlfksil Rv Fufksil Rt 1 A992 29000 11154 .3 .65 .49 50 1.1 1 65 1.1 2 A36 Gr.36 29000 11154 .3 .65 .49 36 1 1.5 58 1.2 3 A572 Gr.50 29000 11154 .3 .65 .49 50 1.1 65 1.1 4 A500 Gr.B RND 29000 11154 .3 .65 .527 42 1.4 58 1.3 5 A500 Gr.B Rect 1 29000 11154 .3 1 .65 .527 46 1.4 I 58 1.3 r-7 A53 Gr.B 29000 11154 .3 .65 .49 35 1.6 60 1.2 A1085 29000 11154 .3 1 .65 .49 50 1.4 65 1 1.3 Hot Rolled Steel Section Sets 1 1 p SS Headerl HSS6x4x6 I Beam I RECT IA500 Gr.B ..� Typical 1 6.18 1 14.9 1 28.3 1 32.8 1 2 IHR.qPnqtlHSS3.5x3.. Cnhimn I SnuareTtihe A500 Gr.B .. Tvnir_al 1 2.91 1 5.04 1 5.04 1 8.35 Hot Rolled Steel Design Parameters 1 ahal Shang I annthrftl I hvvrftl I h77fftl I cmmn tnnrftl I cmmn hntfftl I -tnmii Kvv K» Ch Functinn 1 M1 HSS Post 12.833 Lateral 2 M2 HSS Post 12.833 Lateral 3 M3 HSS Post 12.833 Lateral 4 M4 HSS Post 12.833 Lateral 5 M5 HSS Header, 16 Lbvv Lateral 6 M6 HSS Header 1 16 Lbvv Lateral Member Distributed Loads (BLC 9 : UPS) Member Distributed Loads (BLC 2: DL) Member Distributed Loads (BLC 3: LL) Basic Load Cases Joint Reactions RISA -31D Version 14.0.1 [PA ... \... \... \4.0 PROJECT FILE (small jobs)\UPS support 052716.r3d] Page 1 BLC Descri tion Cateaory X Gravity Y Gravity Gravijy Joint Point Distributed Area Me... Surface P.., 1 UPS DL 2 2 DL DL -1 2 3 LL LL 2 Joint Reactions RISA -31D Version 14.0.1 [PA ... \... \... \4.0 PROJECT FILE (small jobs)\UPS support 052716.r3d] Page 1 Joint Reactions (Continued) I f` Ininf I �hel Y r1.1 V rw 7 rLl KAY rL_A1 RAY rL_ffl KA7 r4_ffl Company June 10, 2016 M1 Designer .156 Che Job Number Checked By: TECH N OI. o G es Model Name Joint Reactions (Continued) I f` Ininf I �hel Y r1.1 V rw 7 rLl KAY rL_A1 RAY rL_ffl KA7 r4_ffl Member Section Stresses 1 r •Anmher 1 h.1 Qnr Avi.lrL-il v Ch-rlreil , Qhn.rrlrcil v fnn Renriin v hnf Rennin , fnn Rennin , hnf R-flin 2 M1 HSS3.5x3.5x4 .156 0 .000 0 31.91 80.156 8.034 8.034 1 H 1-1 b* 2 2 M2 SS3.5x3.5x4 .156 0 i 0 ©■ 80.156 8.034 ©�a00000 1 H1 -1b* 3 2 M3 HSS3.5x3.5x" .098 0 .000 0 31.91 80.156 8.034 8.034 1 H1 -1b* 4 2 M4 SS3.5x3.5x4 .098 0 .000 0 31.91 80.156 8.034 8.034 1 H1 -1b* 5 2 M5 HSS6x4x6 .571 6.167 .085 0 60.753 1170.228 v■ 27.315 1.16 o . • 000aaa Member Section Stresses 1 r •Anmher 1 h.1 Qnr Avi.lrL-il v Ch-rlreil , Qhn.rrlrcil v fnn Renriin v hnf Rennin , fnn Rennin , hnf R-flin MemberAlSC 14th(360-10): ASD Steel Code Checks I f` KA. -her Chine I If` KAnv I -mi Cham 1 If' 1 -rffl rlir t3 -/nm nel Dnf/nm nel KAn-1- KA -1- f h P- 1 2 M1 HSS3.5x3.5x4 .156 0 .000 0 31.91 80.156 8.034 8.034 1 H 1-1 b* 2 2 M2 SS3.5x3.5x4 .156 0 .000 0 ©■ 80.156 8.034 ©�a00000 1 H1 -1b* 3 2 M3 HSS3.5x3.5x" .098 0 .000 0 31.91 80.156 8.034 8.034 1 H1 -1b* 4 2 M4 SS3.5x3.5x4 .098 0 .000 0 31.91 80.156 8.034 8.034 1 H1 -1b* 5 2 M5 HSS6x4x6 .571 6.167 .085 0 60.753 1170.228 v■ 27.315 1.16 o . • 000aaa M6 HSS6x4x6 .571 6.167 .085 1 0 60.753 1170.228120.521 127.315 11.16 1 H1 -1b v■ o�aooaoo m© v � . • 000000 m��■■©■�000000 m© v � . • oaao■o■■o■ m■ ©�0000ao mom■ o � . ■a■■■■■■■■��■�■�■ m■ o�0000aa m© oo�000ao m■ o � � • o��oo ' • m■ v � o®tea MemberAlSC 14th(360-10): ASD Steel Code Checks I f` KA. -her Chine I If` KAnv I -mi Cham 1 If' 1 -rffl rlir t3 -/nm nel Dnf/nm nel KAn-1- KA -1- f h P- 1 2 M1 HSS3.5x3.5x4 .156 0 .000 0 31.91 80.156 8.034 8.034 1 H 1-1 b* 2 2 M2 SS3.5x3.5x4 .156 0 .000 0 31.91 80.156 8.034 8.034 1 H1 -1b* 3 2 M3 HSS3.5x3.5x" .098 0 .000 0 31.91 80.156 8.034 8.034 1 H1 -1b* 4 2 M4 SS3.5x3.5x4 .098 0 .000 0 31.91 80.156 8.034 8.034 1 H1 -1b* 5 2 M5 HSS6x4x6 .571 6.167 .085 0 60.753 1170.228 20.521 27.315 1.16 H1 -1b 6 2 M6 HSS6x4x6 .571 6.167 .085 1 0 60.753 1170.228120.521 127.315 11.16 1 H1 -1b RISA -31D Version 14.0.1 [PA ... \... \... \4.0 PROJECT FILE (small jobs)\UPS support 052716.r3d] Page 2 Company June 10, 2016 E Designer 8:28 AM Job Number Checked By: TECxNOL061ES Model Name Hot Rolled Steel Properties Label E fksil G fksil Nu Therm A1E..Densitvfk/ft... Yieldfksil Rv Fufksil Rt 1 A992 29000 11154 .3 .65 .49 50 1.1 1 65 1.1 2 A36 Gr.36 29000 11154 .3 .65 .49 36 1.5 58 1.2 3 A572 Gr.50 29000 11154 .3 .65 .49 50 1.1 65 1.1 4 A500 Gr.13 RND 29000 11154 .3 .65 .527 42 1.4 58 1.3 5 A500 Gr.6 Rect 29000 11154 .3 .65 .527 46 1.4 58 1.3 6 A53 Gr.B 29000 11154 .3 1 .65 .49 35 1.6 60 1.2 7 A1085 29000 11154 .3 1 .65 .49 50 1.4 65 1.3 Hot Rolled Steel Section Sets 1 1 HSS Header) HSS6x4x6 I Raam I RFrT IA500 Gr.B ..t Tvniral I R 1R 1 14 A I 9R R I 19 R I Hot Rolled Steel Design Parameters Label Shaoe Lenathfftl Lbvvfftl Lbzzfftl Lcomo toDfftl Lcomo botfftl L-torau... Kvv Kzz Cb Function 1 M1 1 HSS Post 12.833 Lateral 2 M2 HSS Post 12.833 Lateral 3 M3 HSS Post 12.833 Lateral 4 M4 HSS Post 12.833 Lateral 5 M5 HSS Header 16 Lbvv Lateral 6 M6 HSS Header 1 16 1 1 1 Lbvv I Lateral Member Distributed Loads (BLC I: UPS) Member Distributed Loads (BLC 2: DL) Member Distributed Loads (BLC 3: LL) Basic Load Cases BLC _Descri tion Cate o X Gravitv Y Gravitv Z Gravitv Joint Point Distributed Area Me... Surface P.. 1 UPS DL 2 2 DL DL -1 2 3 LL LL 2 Joint Reactions RISA -31D Version 14.0.1 [PA ... \... \... \4.0 PROJECT FILE (small jobs)\UPS support 052716.r3d] Page 1 Company A Designer P� Job Number T EC If N o Lo c i Es Model Name June 10, 2016 8:28 AM Checked By:_ Joint Reactions (Continued) 1 (` WM I hel Y rw v rw 7 rw RAY f4-ftl KAv ri -ftl M7 r4_ft1 Member Section Stresses I (` AAemher 1 .het Ser Avi.inreil v QI-rnteil 7 Ch-rnecil v }nn Renrlin v hn4 Rennin � Inn Rennin � 1-f Rnniiin 2 M1 -ISS3.5x3.5x 156 0 .000 0 v 1 31.91 80.156 8.034 8.034 1 H 1-1 b* 2 2 M2 SS3.5x3.5x4 .156 1 0 .000 1 1 1 1 1 1 H1 -1b* 3 2 M3 SS3.5x3.5x .098 o���o�■soaa■�o .000 0 v 31.91 80.156 8.034 1 1 1 1 1 1 SS3.5x3.5x .098 o .. ooa000 31.91 80.156 8.034 8.034 1 H1 -1b* 5 2 1 M5 HSS6x4x6 .571 6.167 .085 0 v 60.753 170.228 v■■ 27.315 1.16 o . • oa000a Member Section Stresses I (` AAemher 1 .het Ser Avi.inreil v QI-rnteil 7 Ch-rnecil v }nn Renrlin v hn4 Rennin � Inn Rennin � 1-f Rnniiin Member AISC 14th(360-10): ASD Steel Code Checks I R AAemher Chnne I IC KA- I nrrftl Choor 1 1(` I -rftl r)ir D.,/nm rw Dnv- n,1 KA --l- RAn,,/..m (`h r- 1 2 M1 -ISS3.5x3.5x 156 0 .000 0 v 1 31.91 80.156 8.034 8.034 1 H 1-1 b* 2 2 M2 SS3.5x3.5x4 .156 1 0 .000 0 v 1 31.91 80.156 8.034 8.034 1 H1 -1b* 3 2 M3 SS3.5x3.5x .098 o���o�■soaa■�o .000 0 v 31.91 80.156 8.034 8.034 1 H 1-1 b* 4 2 ©■ SS3.5x3.5x .098 o .. ooa000 31.91 80.156 8.034 8.034 1 H1 -1b* 5 2 1 M5 HSS6x4x6 .571 6.167 .085 0 v 60.753 170.228 v■■ 27.315 1.16 o . • oa000a M6 HSS6x4x6 .571 6.167 .085 1 0 60.753 170.228 20.521 127315 1.16 H1 -1b m© v 1. • 0000■sa ®■ 0 1- . aoaoaa o v 1. • is��i■n■a■oo gy. m■ ©�aoaoaa m■ o�ooao�■a m���■©��saooaao m© oa�00000 m■ ©0 1 • o :: :: as m© o■■■■�oo�saa■ m■ ©a 1 • a :: :: o0 Member AISC 14th(360-10): ASD Steel Code Checks I R AAemher Chnne I IC KA- I nrrftl Choor 1 1(` I -rftl r)ir D.,/nm rw Dnv- n,1 KA --l- RAn,,/..m (`h r- 1 2 M1 -ISS3.5x3.5x 156 0 .000 0 v 1 31.91 80.156 8.034 8.034 1 H 1-1 b* 2 2 M2 SS3.5x3.5x4 .156 1 0 .000 0 v 1 31.91 80.156 8.034 8.034 1 H1 -1b* 3 2 M3 SS3.5x3.5x .098 0 .000 0 v 31.91 80.156 8.034 8.034 1 H 1-1 b* 4 2 M4 SS3.5x3.5x .098 0 .000 0 31.91 80.156 8.034 8.034 1 H1 -1b* 5 2 1 M5 HSS6x4x6 .571 6.167 .085 0 v 60.753 170.228 20.521 27.315 1.16 H1 -1b 6 2 M6 HSS6x4x6 .571 6.167 .085 1 0 60.753 170.228 20.521 127315 1.16 H1 -1b RISA -31D Version 14.0.1 [PA ... \... \... \4.0 PROJECT FILE (small jobs)\UPS support 052716.r3d] Page 2 2012 Washington State Enerqv Code Compliance Mm's for Commercial Buildinas includina R2 & R3 over 3 storiesWo all R1 Revised Jan 2014 Project Info Project Address 13035 Gateway Drive Date 5/21/2013 Suite 113 For Building Department Use FILE Fill this line out on LGT-SUM Applicant Name: IA, Nancy Heywood Maximum Allowed Display Lighting Wattage Location (plan #, room #) Retail Display Area Type* oweGross Watts per ft2 ** . Interior a s owe Area in ft2 (watts/ft2 x area) * Only retail sales areas that meet the requirements defined in Table C405.5.2(2) footnote A may be entered here. Select retail sales areas form drop down menu. ** Wattages per Table C405.5.2(2) footnote A. ++ Display light allowance per footnote A calculation. Proposed Display Lighting Wattage Area Area Watts Total Display Lighting Base Allowance ++ Total Display Allowance Only separately controlled display fixtures independent of general area lighting per Table C405.5.2(2) footnote A may be entered here. Location (plan #, Number of Watts/ Watts Display Area* room #) Fixture Description Fixtures Fixture Proposed 'Select retail sales display area from drop down menu. Proposed Display Lighting Totals Total Proposed Watts Retail Retail Retail Retail Notes: 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 manufacturer's 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. RECEIVED 3. List all display fixtures. FOR APR 0 7 2016 CITY OF TUKW'JILA C 4AR 16 2016 PERMIT CENTER CORRECTiGN LTR# � ����aND I(?1. 00;5 2012 Washington State Energy Code Compliance F5ms for Commercial Buildings including R2 & R3 over 3 stories�d all R1 Revised Jan 2014 Project Address 13035 Gateway Drive Date 5/21/2013 Lighting Alterations, Renovations & Building Additions 0 Less than 60% 0 60% or more 0 Stand alone 0 Addition Notes: a. Lighting fixtures in a building addition may comply as a stand alone project, or they may be combined with the overall existing bldg lighting to demonstrate compliance. Refer to C101.4.3. b. For retrofits and building additions, provide Building Area types and gross interior areas in the Maximum Allowed Lighting table. If a builidng addition will comply as combined with the overall existing builidng, include all applicable existing Building Area types and gross interior areas. c. Document new fixtures and all existing to remain fixtures in the Proposed Lighting table. d. If less than 60% of existing fixtures will be replaced, use LTG -INT -SPACE form. For Building Department use Space -By -Space method selected. Use LTG -INT -SPACE form. Location (plan #, 71lowed Building Area* room #, or ALL) Area Description Watts per ft2 Gross Interior Watts Allowed Area in ft2 (watts/ft2 x area) * Select Table C405.5.2(1) Building Area from drop down menu. Total Space -By -Space method selected. Use LTG -INT -SPACE form. Location (plan #, Building Area* room #) Fixture Description** Number of Fixtures Watts/ Fixture Watts Proposed Interior Lighting Power Allowance * Select Table C405.5.2(1) Building Area from drop down menu. ** Include existing to remain lighting and exempt lighting equipment per notes below. Compliance by Building Area Building Area Warnings Total Allowed Watts Total Proposed Watts Interior Lighting Power Allowance Total Notes: 1. Proposed Wattage for each Building Area type shall not exceed the Allowed Wattage for that Building Area type. Trading wattage between Building Area types is not allowed under the Building Area Method compliance path. 2. Proposed fixtures must be listed in the building area in which they occur. Include ALL proposed lighting fixtures. 3. For proposed 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. 4. For proposed Watts/Fixture, use manufacturer's 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. 5. For lighting equipment eligible for exemption per C405.5.1, note exception number and leave Watts/Fixture blank. 6. Document existing to remain fixtures in Proposed Lighting table in the same manner as new fixtures. Identify as existing in fixture description. 2012 Washington State Energy Code Compliance Fns for Commercial Buildings including R2 & R3 over 3 storiesIM all R1 Revised Jan 2014 Project Info Project Address: 13035 Gateway Drive Date 5/21/2013 Suite 113 For Building Department Use Fill this line out on LGT-SUM Applicant Name: IA, Nancy Heywood Applicant Addr: 1001 4th ave Suite 3600 Seattle WA 98154 Applicant Phone: 206-579-9904 Project Description ❑ New Building ❑ Addition ❑ Alteration ❑ Plans Included Lighting Zone As specified by jurisdiction. Zone selection required to enable LTG -EXT form 0 Zone 1 0 Zone 2 0 Zone 3 0 Zone 4 Compliance Option 0 Lighting Power Density Calculations 0 Total Building Performance Building Grounds Applies to luminaires > 100 Watts ❑ Efficacy> 60 IumenS/W ❑ Controlled by motion sensor ❑ Exemption (list) Exterior Lighting Alterations ❑ No changes are being made to the existing exterior lighting ❑ New wiring installed to serve added fixtures and/or fixtures relocated to new circuit Provide applicable exterior lighting controls per C405.2.4 and commissioning per Tradable Maximum Allowed Lighting Wattage Base Site Allowance: Allowed a s Area (W), perimeter Allowed Wafts Tradable Surfaces Surface Description per fe or per If (If) or # of items x fe (or x If) Total Allowed Tradable Watts: Tradable Proposed Lighting Wattage (Use mfgr listed maximum input wattage for luminaire.) Number of Watts/ Tradable Surface Fixture Description Fixtures Fixture Watts Proposed Non -Tradable Surfaces Surface Description Allowed Watts Area (fe), perimeter per fe or per If (If) or # of items Allowed Watts x fe (or x If) Total proposed tradable watts may not exceed the sum of total allowed tradable Total Proposed Tradable Watts: wafts nhis the hasp .city allnwanre An hasp .city allnwanre not neerip- d to make tradable watts comply can be applied to individual non -tradable categories. Non -Tradable Maximum Allowed Lighting Wattage Base Site Allowance Remaining: 0 Non -Tradable Surfaces Surface Description Allowed Watts Area (fe), perimeter per fe or per If (If) or # of items Allowed Watts x fe (or x If) Non -Tradable Proposed Lighting Wattage Non -Tradable Surface Fixture Description Number of Fixtures Watts/ Watts Fixture Proposed Non -tradable proposed watts may not exceed allowed watts for any individual Total excess Non -Tradable watts: surface unless the total excess watts for all non -tradable surfaces are less than the remaining site allowance. Site Allowance Balance: Exterior Lighting IN I • Dflown," WA 2012 Washi7Statergy Code Compliance Fonn or Commercial Buildings including R2 & R3 over 3 stories and all Revised Jan 2014 Project Add13035 Gateway Drive Date 5/21/2013 The following information is necessary to check a permit application for compliance with the lighting, motor, and transformer requirements in the Washington State Energy Code, Commercial Provisions. Applicability Location in Building Department (yes,no,na) I Code Section Component Compliance information required in permit documents Documents Notes LIGHTING CONTROLS (Section C405.2) Titan Electric will be showing this on their electrical Indicate on plans the manual control type & locations served; plans when submitting for plan review C405.2.1.1 Manual interior YeS C405.2.1.2 lighting controls Titan Electric will be showing this Indicate of plans the 50% lighting load reduction method on their electrical provided or identify exception taken plans when submitting for plan review Titan Electric will be showing this Indicate lighting system automatic shut-off capability - identify on their electrical lighting zone areas served on plans; plans when submitting for plan review Titan Electric will be showing this Automatic time Indicate locations of override switches on plans and the areas on their electrical Yes C405.2.2.1 switch controls and served, include area sq. ft.; plans when override switching submitting for ° plan review Titan Electric will be showing this Indicate locations where automatic shutoff is provided by other on their electrical methods (occupancy sensor, daylight controls, etc) plans when submitting for plan review Titan Electric will be showing this on their electrical Yes C405.2.2.2 Occupancy sensors Indicate on plans the locations served by occupancy sensors plans when submitting for plan review Titan Electric will be showing this Daylight zones - Indicate vertical fenestration primary and secondary daylight on their electrical Yes C405.2.2.3 Vertical fenestration zone areas on plans, include sq. ft.; plans when and skylights submitting for plan review Indicate skylight daylight zone areas on plans, include sq. ft. N/A Titan Electric will be showing this Indicate on plans the locations served by daylight zone controls; on their electrical plans when submitting for plan review Vee r nnr o i o Daylight zone Lighting, Motor, and T 'nsformer Permit Documer 'Checklist LTG -CHK 2012 Washington State Energy Code Compliance Fo or Commercial Buildings including R2 & R3 over 3 stories and all APO Revised Jan 2014 Project Address 13035 Gateway Drive Date 5/21/2013 The following information is necessary to check a permit application for compliance with the lighting, motor, and transformer requirements in the Washington State Energy Code, Commercial Provisions. Applicability Location in Building Department (yes,no,na) Code Section Component Compliance information required in permit documents Documents Notes controls Titan Electric will be showing this Indicate in plans the lighting load reduction (dimming) method - on their electrical stepped or continuous dimming plans when submitting for plan review Titan Electric will Specific application be showing this Yes C405.2.3 lighting controls - Indicate on plans the locations served by specific application on their electrical General lighting controls plans when submitting for plan review Indicate lighting control method for display and accent lighting, and display case lighting; NA C405.2.3 - Display and accent Indicate these fixtures are controlled independently from both Items 182 lighting general area lighting and other lighting applications within the same space C405.2.3 - Hotel/motel guest Provide a lighting control device at each guest room entry for all NA Item 3 permanently installed fixtures in guest room; rooms Indicated whether lighting control is manual or automatic Task lighting under the kitchen Yes C405.2.3 - Supplemental task Provide automatic shut-off vacancy controls for supplemental cabinets will be Item 4 .lighting task lighting, including under -shelf or under -cabinet lighting controlled with kitchen lighting and also be on occupancy sensor Identify eligible non -visual applications and method of lighting C405.2.3 - Lighting for non - control; Indicate these fixtures are controlled independently from both NA Item 5 visual applications general area lighting and other lighting applications within the same space Indicate lighting control method for lighting equipment for sale C405.2.3 - Lighting equipment or demonstration; Indicate these fixtures are controlled independently from both NA Item 6 for sale or demonstration general area lighting and other lighting applications within the same space egress fixtures will have battery back up ballasts If egress lighting power density is greater than 0.05W/ft2, and will controlled indicate method of automatic shut-off during unoccupied with nornal periods; lighting. Egress fixtures will C405.2.3 - Means of egress automatically Yes Item 7 lighting illuminate upon loss of power Titan Electric will be showing this Identify on plans the egress fixtures that function as both normal on their electrical and emergency means of egress illumination plans when submitting for plan review C405.1 0 Cooler and freezer Provide vacancy device or timer to turn off fixtures within 15 NA C405.10 lighting minutes of unoccupancy for cooler and freezer lighting fixtures with lamp efficacy less than 40 lumens per watt NA C405.2.4 Exterior lighting Indicate on exterior lighting plans the automatic lighting control controls method and locations served Lighting, Motor, and T '-nsformer Permit Documer ' Checklist LTG -CHK 2012 Washington State Energy Code Compliance Fom or Commercial Buildings including R2 8 R3 over 3 stories and all Revised Jan 2014 Project Address 13035 Gateway Drive Date 5/21/2013 The following information is necessary to check a permit application for compliance with the lighting, motor, and transformer requirements in the Washington State Energy Code, Commercial Provisions. Applicability Location in Building Department (yes,no,na) Code Section Component Compliance information required in permit documents Documents Notes Exterior building Provide motion sensor controls for building grounds fixtures NA C405.6.1 grounds lighting rated at greater than 100 watts with lamp efficacy less than 60 controls lumens, or identify exception taken commissioning forms/reports will Identify applicable commissioning documentation requirements be filled out after per Section C408 or eligibility for exception; installation and before final inspections commissioning Lighting system NA C408.3 functional testing forms/reports will Provide written procedures for functional testing of all automatic be filled out after controls and describe the expected system response; installation and before final inspections Identify in construction documents the party responsible for Titan functional testing of automatic lighting controls Electric/Pacific Lighting Supply INTERIOR LIGHTING POWER & EFFICACY Sections C405.5, C405.10, C405.11 Titan Electric will be showing this Provide fixture schedule with fixture types, lamps, ballasts, and on their electrical rated watts per fixture; plans when submitting for plan review If there are any Titan Electric will be showing this on their electrical plans when C405.5.1 Identify spaces eligible for lighting power exemption on plans submitting for C405.5.1.1 and in compliance forms; plan review Yes C405.5.1.2 Total connected C405.5.1.3 interior lighting power If there are any C405.5.1.4 Titan Electric will Identify lighting equipment eligible for exemption in fixture be showing this schedule and in compliance forms; on their electrical plans when submitting for plan review If there are any Titan Electric will Indicate that exempt lighting equipment is in addition to general be showing this area lighting and is controlled independently on their electrical plans when submitting for plan review Titan will do this Yes C405.4 Exit signs Provide exit sign types and rated watts per fixture in fixture on drawings when schedule (maximum 5 watts per fixture) submitting for plan review C405.10 Cooler and freezer For lighting in walk-in coolers and freezers, and refrigerated NA C405.11 lighting warehouse coolers and freezers, provide rated lamp efficacy (in lumens per watt) in fixture schedule Lighting Power Calculation - Indicate compliance path taken Complete required compliance forms — proposed wattage per NA C405.5.2 Building Area Method building area does not exceed maximum allowed wattage per building area. Identify locations of building areas on plans IT --no-- Is selecteQ Tor anyquestion, nrnvinck explanation: hington State Energy Code Compliance Fo or Commercial Buildings including R2 & R3 over 3 stories and all Revised Jan 2014 7�Thefollowing ddress 13035 Gateway Drive Date 5/21/2013 information is necessary to check a permit application for compliance with the lighting, motor, and transformer requirements in the Washington State Energy Code, Commercial Provisions. Applicability Location in Building Department (yes,no,na) Code Section Component Compliance information required in permit documents Documents Notes Complete required compliance forms — total proposed wattage Titan will do this Yes C405.5.2 Space -By -Space does not exceed maximum allowed wattage. Identify locations on drawings when Method of space types on plans, including retail display areas as submitting for applicable plan review EXTERIOR LIGHTING POWER & EFFICACY Section C405.6 Provide fixture schedule with fixture types, lamps, ballasts, and rated watts per fixture; NA C405.6.2 Total connected exterior lighting Identify exterior applications eligible for lighting power exemption on plans and in compliance forms; power Indicate that exempt exterior lighting is controlled independently from non-exempt exterior lighting NA Table C405.6.2(1) Exterior lighting zone Indicate building exterior lighting zone as defined by the AHJ Exterior building For building grounds fixtures rated at greater than 100 watts, NA C405.6.1 grounds lighting provide rated lamp efficacy (in lumens per watt) in fixture schedule Exterior lighting Complete required compliance form — proposed wattage for NA C405.6.2 power calculations exterior lighting plus base site allowed does not exceed maximum allowed MOTORS & TRANSFORMERS (Sections C405.8, C405.9) C405.8 Electric Motors For motors not part of an HVAC system, provide electric motor schedule on electrical plans with hp, rpm, and rated efficiency no new Yes C405.9 Transformers Provide distribution transformer schedule on electrical plans transformer are with transformer size and efficiency scheduled for project IT --no-- Is selecteQ Tor anyquestion, nrnvinck explanation: City of Tukwila Allan Ekberg, Mayor Department of Community Development Jack Pace, Director March 04, 2016 NANCY HEYWOOD 1001 FOURTH AVE, SUITE 3600 SEATTLE, WA 98154 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D16-0037 BECU - 13035 GATEWAY DR Dear NANCY HEYWOOD, 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 exiting plan shows lengths of common paths of travel which is ok. However the common path of egress travel is that portion of exit access which the occupants are required to traverse before two separate and distinct paths of egress travel to two exits are available. The common path of egress shall be continuous to the two exits. Please provide an egress plan that clearly identifies common paths of egress is continuous leading to the two discharge exits. Emergency illumination shall be provided continuously along those common paths of egress and shall have at least an average 1 foot-candle and a minimum at any point of 0.1 foot candle measured along the path of egress at the floor level. Emergency lighting shall also be required at exit discharge doorways where two or more exits are required. Specified egress paths shall be the ones to be inspected for egress illumination requirements. (IBC 107.2.3, Section 2 & Section 1006) 2. Provide a completed 2012 Washington State Nonresidential Energy Code lighting budget compliance form. 2012 NREC Compliance Forms for Lighting is available online at: http://www.neec.net/energy-codes, (scroll down to center of page). Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two -(Z) 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. 6300 Southcenter Boulevard Suite #100 e Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 If you have any questions, I can be reached at (206)431-3655. Sincerely, Bill Rambo Permit Technician File No. D16-0037 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0037 DATE: 06/14/16 PROJECT NAME: BECU CUSTOMER LENDING SITE ADDRESS: 13035 GATEWAY DR Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued X Revision # 1 after Permit Issued DEPARTMENTS: huTiding tvision Fire Prevention ❑ Planning Division ❑ Public Works ❑ Structural ❑ Permit Coordinator PRELIMINARY REVIEW: DATE: 06/16/16 Not Applicable ❑ Structural Review Required ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE ATE: 07/14/16 Approved ❑ 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 ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0037 DATE: 03/23/16 PROJECT NAME: BECU CUSTOMER LENDING SITE ADDRESS: 13035 GATEWAY DR Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 1 _ Revision # after Permit Issued DEPARTMENTS: Building ivision Public Works ❑ PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: Fire Prevention ❑ Structural ❑ Planning Division ❑ Permit Coordinator ❑ DATE: 03/24/16 Structural Review Required DATE: APPROVALS OR CORRECTIONS: DUE DATE: 04/21/16 Approved ❑ Approved with Conditions Corrections Required ❑ Denied ❑ (corrections entered in Reviews) (ie: Zoning Issues) Notation: 3 0 REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ❑■ 12/19/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0037 DATE: 02/17/16 PROJECT NAME: BECU CUSTOMER LENDING SITE ADDRESS: 13035 GATEWAY DR X Original Plan Submittal Response to Correction Letter #, DEPARTMENTS: kt dtng Division Public Works PRELIMINARY REVIEW: Not Applicable ❑ (no approvallreview required) REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Corrections Required"' (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: Revision # before Permit Issued Revision # after Permit Issued A,4' )�WC ` r Fire Prevention Structural ❑ v L— ti/+ �— c Planning Division Permit Coordinator ❑ DATE: 02/18/16 Structural Review Required ❑ DATE: DUE DATE: 03/17/16 Approved with Conditions ❑ Denied ❑ (ie: Zoning Issues) 1". lop Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg rV'00- Fire ❑ Ping ❑ PW ❑ Staff Initials: Vd, 12/18/2013 PROJECT NAME: Kv SITE ADDRESS: BOSS'„ PERMIT NO: U � `00 3 % ORIGINAL ISSUE DATE: REVISION NO. DATE RECEIVED STAFF IN ITI LS ISSUED DATE STAFF INITIALS Summary of Revision: Iry jrw � ( dol J i Received by: REVISION NO. DATE DECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) City of Tukwila SUBMITTAL TIAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http:J/Aww.TukwilaWA.gov RECEIVED .JUN 14 2016 Revision submittals must be submitted in person at the Permit Center. Community Revisions will not be accepted through the mail, fax, etc. Development Date:l (e Plan Check/Permit Number: ID I <o C7G' 7 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # V— Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: (11'Lks o ��V�OI lt�c tt Project Address: U -4 --wow Vv i V-{ -El tty i hl� , IAJA ge5l &6 Contact Person: �-e V, Phone Number: _ y ZS —7(o fo--6�38 Summary of Revision: fru( d,AVul (J wa &-6&S 4,M0C/4 #- 14vyu4 44- dua���'L¢ �.-��/ a -P 1.eue i Z 524 Ce - Sheet Number(s): "Cloud" or highlight all areas of revision including Received at the City of Tukwila Permit Center by: ❑ Entered in TRAKiT on W: Termit CenterUemplatesTormsTevision Submittal Form-doc Revised: August 2015 ,BILA, City of Tukwila w Department of Community Development Q i G) 6300 Southcenter Boulevard, Suite #100 ►vl= Tukwila, Washington 98188 X Phone: 206-431-3670 '9'-0" ' 18 Fax: 206-431-3665 Web site: htW://www.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the l"er mit Center. Revisions will not be accepted through the mail, fax, etc. Date: Plan Check/Permit Number: ❑ 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: BECU Customer Lending D16-0037 RECEIV,EU CITY Of TUKWIU. MAR 16 2016 PERMIT CENTEP Project Address: 13 03 5 Gateway DR Contact Person: Phone Phone Number:Q 71"9�/% 7' Summary of Revision: Sheet Number(s): ALL (AL1. Uew? % I -e PV1 A/17' RkE "Cloud" or highlight all areas of revision including date of evision Received at the City of Tukwila Permit Center by: ��. ❑ Entered in TRAKiT on \applications\forms-applications on line\revision submittal Created: 8-13-2004 Revised: SWINERTON BUILDERS 4 Home Espanol Contact Safety & Health Claims & Insurance 442*4 Washington State Department of Chabor & Industries SWINERTON BUILDERS Owner or tradesperson Principals RAFFERTY, GARY JOSEPH, PRESIDENT SCHOWALTER, LINDA GERTRUDE, VICE PRESIDENT FOELLMER, JR, FRANK, VICE PRESIDENT ADAIR, DONALD DEAN, VICE PRESIDENT FOSTER, ERIC MICHAEL, VICE PRESIDENT HOLDEN, ANDREW C, VICE PRESIDENT RE, MICHAEL, VICE PRESIDENT MANNING, DAVID R (End: 01/01/1980) GRUBB, DAVID H, CHIEF EXECUTIVE OFFICER (End: 03/04/2004) RECOB, JEFFREY D, VICE PRESIDENT (End: 08/05/2005) URRUTIA, JOSE, R, VICE PRESIDENT (End: 08/05/2005) FOELLMER, FRANK JR, VICE PRESIDENT (End: 08/05/2005) HOLDEN, ANDREW C, VICE PRESIDENT (End: 08/05/2005) ADAIR, DONALD D, VICE PRESIDENT (End: 08/05/2005) BEYER, DANIEL B, VICE PRESIDENT (End: 08/05/2005) DAY, CHRISTOPHER J, VICE PRESIDENT (End: 08/05/2005) HOOPES, JEFFREY C, VICE PRESIDENT (End: 08/05/2005) RAFERTY, GARY J, VICE PRESIDENT (End: 08/05/2005) SCHNELL, KEITH T, VICE PRESIDENT (End: 08/05/2005) FOSTER, ERIC M, VICE PRESIDENT (End: 08/05/2005) BERNICA, MICHAEL F, VICE PRESIDENT (End: 08/05/2005) OTT, KEVIN L, VICE PRESIDENT (End: 08/05/2005) ELSEA, GREGORY A, VICE PRESIDENT (End: 08/05/2005) 260 TOWNSEND ST SAN FRANCISCO, CA 94107-1790 415-984-1248 Page I of 5 A-7..Index Help 1ST 1.,&I Workplace Rights Trades & Licensing https:Hsecure.Ini.wa.gov/verify/Detail.aspx?UBI=409013296&LIC=SWINEB*992DR&SAW= 04/08/2016 SWINERTON BUILDERS DYSART, W J "JACK", VICE PRESIDENT (End: 08/05/2005) WHALEY, KURT D, VICE PRESIDENT (End: 08/05/2005) SCHOWALTER, LINDA GERTRUDE, VICE PRESIDENT (End: 08/05/2005) CATEL, MARK S, SECRETARY (End: 08/05/2005) SWINERTON, W A, VICE PRESIDENT (End: 08/29/1988) ELSNER, PAUL A, VICE PRESIDENT (End: 10/02/1991) SWINERTON, JAMES B, VICE PRESIDENT (End: 11/30/1997) CAPENER, JOHN T, PRESIDENT (End: 12/07/2012) HIGGINS JR, DAVID M, PRESIDENT (End: 12/07/2012) SUNDGREN, DONALD ERIC, PRESIDENT (End: 12/07/2012) ARGILLA, LUKE P, VICE PRESIDENT (End: 12/07/2012) KUFFNER, CHARLES P, VICE PRESIDENT (End: 12/07/2012) MARKS, GORDON W, VICE PRESIDENT (End: 12/07/2012) VANDERBERG, ROBERT P, VICE PRESIDENT (End: 12/07/2012) BLANKE, EDWARD E, VICE PRESIDENT (End: 12/07/2012) WILLIAM, JOHN D, VICE PRESIDENT (End: 12/07/2012) PEARSON, LINDA T, VICE PRESIDENT (End: 12/07/2012) JOHNSON, STEVEN L, VICE PRESIDENT (End: 12/07/2012) CALLIS, DAVID C, VICE PRESIDENT (End: 12/07/2012) EHARA, GEORGE S, VICE PRESIDENT (End: 12/07/2012) ATKINSON, KERRY M, VICE PRESIDENT (End: 12/07/2012) WILLIAMSON, GEORGE A, VICE PRESIDENT (End: 12/07/2012) SOTEROPULOS, GUST D, VICE PRESIDENT (End: 12/07/2012) KIMBERLY, D G, VICE PRESIDENT (End: 12/07/2012) FARRELL, JAMES E, VICE PRESIDENT (End: 12/07/2012) PAYNE, MARK E, VICE PRESIDENT (End: 12/07/2012) Page 2 of 5 https:Hsecure.Ini.wa.gov/verify/Detail.aspx?UBI=409013296&LIC=SWINEB*992DR&SAW= 04/08/2016 SWINERTON BUILDERS WERMERSKIRCHEN, DAVID L, VICE PRESIDENT (End: 12/07/2012) STEVENSON, IVAN G, VICE PRESIDENT (End: 12/07/2012) SCHNELL, KEITH T, VICE PRESIDENT (End: 12/07/2012) HADLER, STANISLAW WACLAW, VICE PRESIDENT (End: 12/07/2012) EHARA, GEORGE S, VICE PRESIDENT (End: 12/07/2012) MONTOYA, RONALD ANTHONY, VICE PRESIDENT (End: 12/07/2012) RECOB, JEFFRY D, VICE PRESIDENT (End: 12/07/2012) MURPHY, SHERRIANN, SECRETARY (End: 12/07/2012) CHAPMAN, JOHN BRYAN, SECRETARY (End: 12/07/2012) GRAY, LYN M, SECRETARY (End: 12/07/2012) MOY, RODNEY R, SECRETARY (End: 12/07/2012) GILLETE, JAMES R, CHIEF EXECUTIVE OFFICER (End: 12/07/2012) BRINKHOFF, RANDALL DEAN, CHIEF FINANCIAL OFFICER (End: 12/07/2012) SMITH, HOWARD, VICE PRESIDENT (End: 12/15/1995) DUGGAN, LAWRENCE J, VICE PRESIDENT (End: 12/31/1998) Doing business as SWINERTON BUILDERS WA UBI No. 409 013 296 License Business type Corporation Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. SWINEB*992DR Effective — expiration 03119/2001-12/28/2016 Bond ................ LIBERTY MUTUAL INS CO $12,000.00 Bond account no. 070002363 Received by L&I Effective date 05/16/2005 04/16/2005 Expiration date Until Canceled https:Hsecure.Ini.wa, gov/verify/Detail.aspx?UBI=409013296&LIC=SWINEB * 992DR&SAW= Page 3 of 5 04/08/2016 SWINERTON BUILDERS $1,000,000.00 Insurance .............................. Westchester Fire Insurance Com $2,000,000.00 Policy no. Effective date G24306549004 08/01/2014 Received by L&I Effective date 07/20/2015 08/01/2014 Expiration date 08/01/2016 Liberty Mutual Fire Insurance $1,000,000.00 Policy no. WA266DO66493015 Received by L&I Effective date 07/20/2015 08/01/2014 Expiration date 08/01/2016 Liberty Mutual Fire Insurance Policy no. AS2661066493025 Received by L&I 07/20/2015 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings ...._........_.........._..................._........_....... _.... Cause no. 12-2-15059-1 SEA Complaint filed by RJL STRUCTURAL INC Complaint date 04/26/2012 $2,000,000.00 Effective date 08/01/2014 Expiration date 08/01/2016 Dismissed ................................ Complaint against bond(s) or savings 070002363 Complaint amount $0.00 L&I Tax debts No Ul tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. I Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. This company has multiple workers' comp accounts. Active accounts ................................................. L&I Account ID Account is current. 169,304-03 Doing business as SWINERTON BUILDERS Estimated workers reported Quarter 4 of Year 2015 "76 to 100 Workers" L&I account representative TO / KRISTINE HATHAWAY (360)902-4811 - Email: HATK235@lni.wa.gov Track this contractor Workplace safety and health Page 4 of 5 https:Hsecure.Ini.wa.gov/verify/Detail.aspx?UBI=409013296&LIC=SWINEB*992DR&SAW= 04/08/2016 SWINERTON BUILDERS Check for any past safety and health violations Intpection results date 02/05/2016 Inspection no. 317939099 Location 3306 NW 319th St Ridgefield, WA 98642 Inspection results date 01/27/2016 Inspection no. 317939027 Location 580 Fort Rd Toppenish, WA 98948 I on jobsites this business was responsible for. No violations No violations Inspection results date 11/27/2013 No violations Inspection no. 316906718 Location 1224 NE 8th St. Bellevue, WA 98005 Oc Washington State Dept. of Labor & Industries. Use of this site is subject to the laws of the state of Washington. Page 5 of 5 https://secure.Ini.wa.gov/verify/Detail.aspx?UBI=409013296&LIC=SWINEB*992DR&SAW= 04/08/2016 X C A 1 2 3 4 5 POST INSTALLED ANCHORAGE SPECIAL INSPECTION GENERAL NOTES I. ADHESIVE ANCHORAGES, WHERE SPECIFIED ON THE DRAWINGS, SHALL I. SPECIAL INSPECTION BY A REGISTERED DEPUTY BUILDING INSPECTOR, I. THE STRUCTURAL DRAWINGS REPRESENT THE DESIGN OF THE PRIMARY STRUCTURE CONFORM TO THE FOLLOWING: IN CONTRACT WITH THE OWNER AND APPROVED BY THE ARCHITECT AND THE MAY BE REQUIRED TO PERFORM THE STRUCTURAL WORK AS INDICATED ON BASED ON PRESCRIBED LOADS, (SEE "DESIGN CRITERIA" SECTION), IMPOSED ON -- BUILDING OFFICIAL, SHALL BE REQUIRED FOR THE FOLLOWING TYPES OF WORK 7. THE STRUCTURE PER THE BUILDING CODE AS SPECIFIED IN THE "BUILDING CODE" THE PLANS, SECTIONS AND DETAILS. A. CONCRETE EPDXY ANCHORS: HILTI HIT -RE 500 -SD ESR --2322 - (SEE THE PROJECT SPECIFICATIONS FOR FURTHER REQUIREMENTS): - - SECTION. THE PRIMARY STRUCTURE OF THE BUILDING IS DEFINED AS THE IN ACCORDANCE WITH AWS D1.8. FOUNDATIONS, BEARING WALLS, SHEAR WALLS, COLUMNS, BEAMS, SLABS, FLOOR 2. MECHANICAL ANCHORAGES, WHERE SPECIFIED ON THE DRAWINGS, SHALL ITEM BUILDING CODE DEMOLITION FRAMING AND LATERAL FORCE RESISTING ELEMENTS REQUIRED TO MAINTAIN THE CONFORM TO THE FOLLOWING: I REFERENCE ALL WELDS SHALL BE PERFORMED BY WELDERS CERTIFIED IN THE STABILITY OF THE COMPLETED STRUCTURE AS A WHOLE. A. CONCRETE EXPANSION ANCHORS: HILTI KWIK BOLT TZ ESR -1917 STEEL 1705.2 AND 2. ALL CONSTRUCTION MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE I. ALL DEMOLITION SHALL BE CARRIED ON IN SUCH A MANNER AS NOT TO DAMAGE AISC 360 CHAPTER N REQUIREMENTS OF THE DRAWINGS, SPECIFICATIONS, AND THE CODES, EXISTING ELEMENTS WHICH ARE TO REMAIN A PART OF THE FINISHED STRUCTURE. B. CONCRETE UNDERCUT ANCHORS HILTI HAD ESR -1546 DETAIL VERIFICATION 9. RULES AND REGULATIONS OF THE BUILDING CODE AS DEFINED IN THE "BUILDING WELDING OF STRUCTURAL STEEL CODE" SECTION. 3. DRILLING SHALL BE PERFORMED WITH A ROTARY HAMMER DRILL AND CARBIDE 2. EXISTING ELEMENTS SHALL BE PROTECTED TO THE FULLEST EXTENT POSSIBLE TO _� A2 TIPPED DRILL BIT IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS 2. SPECIAL INSPECTIONS SHALL NOT BE REQUIRED WHEN THE WORK IS DONE ON 3. THE CONTRACT DOCUMENTS REPRESENT THE FINISHED STRUCTURE, THEY DO NOT S2.0 HSS6 x4xX AND THE APPLICABLE ICC EVALUATION REPORT. 10. THE PREMISES OF A FABRICATOR REGISTERED AND APPROVED BY THE BUILDING INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE - - OFFICIAL TO PERFORM SUCH WORK WITHOUT SPECIAL INSPECTION. ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. 4. BORE HOLE CLEANING PROCEDURES MUST COMPLY WITH THE MANUFACTURER'S + SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING IN ANY OTHER AREA OF THE MEMBER MUST BE REVIEWED AND APPROVED BY THE INSTRUCTIONS AND THE APPLICABLE ICC EVALUATION REPORT IN ORDER 3. EPDXY OR EXPANSION TYPE ANCHORS SHALL BE APPROVED BY THE BUILDING BREAKOUT FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. OBSERVATION VISITS TO TO PRODUCE A DRY, DUST -FREE HOLE. STRUCTURAL ENGINEER. OFFICIAL FOR THEIR USE AND SHALL BE INSTALLED ACCORDING TO THE THE SITE BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDE INSPECTION OF 11. CONNECTIONS SHOWN FIELD WELDED MAY BE FIELD BOLTED AT OPTION OF MANUFACTURER'S RECOMMENDATIONS AND ICC PRODUCT APPROVAL CONDITIONS. THE ABOVE ITEMS. 5. INJECTION OF ADHESIVE SHALL BE PERFORMED IN ACCORDANCE WITH FABRICATOR. SUBMIT PROPOSED CONDITION TO STRUCTURAL ENGINEER FOR MANUFACTURER'S INSTRUCTIONS AND THE APPLICABLE ICC EVALUATION REPORT 4. SUMMARY REPORTS OF ALL INSPECTIONS AND TEST RESULTS SHALL BE 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY BRACING AS REQUIRED IN ORDER TO PRODUCE AN AIR -VOID FREE INJECTION. TENSION CONTROL BOLTS MAY BE SUBSTITUTED FOR THE BOLTS SPECIFIED IN DISTRIBUTED TO THE OWNER, ARCHITECT, STRUCTURAL ENGINEER, AND FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL MEMBERS ARE IN BUILDING OFFICIAL WITH DEFICIENCIES CLEARLY NOTED. PLACE AND FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH 6. SPECIAL CONDITIONS SUCH AS WATER SATURATED CONCRETE, WATER -FILLED THE PLANS. HOLES, UNDERWATER AND OVERHEAD INSTALLATIONS MUST BE APPROVED BY 5. DEFICIENCIES SHALL BE REPORTED TO THE CONTRACTOR ON A DAILY BASIS. THE ENGINEER OF RECORD AND COMPLY WITH THE APPLICABLE ICC -ES REPORT. 5. CONSTRUCTION TOLERANCES SHALL CONFORM TO THE BUILDING STANDARDS SPECIFIED 6. DEFINITIONS OF SPECIAL INSPECTIONS AND TESTING FREQUENCY: IN THE "BUILDING CODE" SECTION. 7. STEEL ANCHORING ELEMENTS SHALL BE THE SIZE AND GRADE SHOWN ON THE DRAWINGS AND MUST BE CLEAN, DRY AND FREE OF ANY OIL OR CONTAMINANTS. "CONTINUOUS" - THE FULL-TIME OBSERVATION OF WORK REQUIRING 6. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. THE SPECIAL INSPECTION BY AN APPROVED SPECIAL INSPECTOR WHO IS ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES. 8. SUBSTITUTIONS FOR ANCHOR SYSTEMS MUST BE APPROVED BY THE STRUCTURAL PRESENT IN THE AREA WHERE THE WORK IS BEING PERFORMED. ENGINEER OF RECORD PRIOR TO INSTALLATION AND SHALL HAVE A VALID 7. IF ANY ERRORS OR OMISSIONS APPEAR TO EXIST IN THESE DRAWINGS, ICC -ES EVALUATION IN ACCORDANCE WITH THE APPLICABLE BUILDING CODE. "PERIODIC" - THE PART-TIME OR INTERMITTENT OBSERVATION OF WORK SPECIFICATIONS, OR OTHER CONTRACT DOCUMENTS; THE CONTRACTOR SHALL NOTIFY REQUIRING SPECIAL INSPECTION BY AN APPROVED SPECIAL INSPECTOR WHO THE STRUCTURAL ENGINEER OR ARCHITECT IN WRITING OF SUCH OMISSION OR ERROR 9. ALL ANCHOR EMBED DEPTHS SPECIFIED ON THESE DRAWINGS ARE EFFECTIVE IS PRESENT IN THE AREA WHERE THE WORK HAS BEEN OR IS BEING BEFORE PROCEEDING WITH THE WORK. EMBEDMENT DEPTHS. ADDITIONAL ANCHOR LENGTH AND OR HOLE DEPTH SHALL PERFORMED AND AT THE COMPLETION OF THE WORK. BE PROVIDED AS REQUIRED BY THE ANCHOR MANUFACTURER AND ASSOCIATED 8. NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND CODE APPROVALS. EXISTING CONSTRUCTION TYPICAL DETAILS. WHERE NOTES AND DETAILS ON DRAWINGS AND THESE GENERAL NOTES AND TYPICAL DETAILS ARE IN CONFLICT WITH THE PROJECT STRUCTURAL STEEL, MISC. METAL I. EXISTING STRUCTURAL DIMENSIONS AND MEMBERS SIZES ARE FOR REFERENCE SPECIFICATIONS, THE MOST STRINGENT SHALL APPLY. CONDITIONS NOT ONLY. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO SPECIFICALLY SHOWN SHALL BE CONSTRUCTED AS SHOWN FOR SIMILAR WORK, I. STRUCTURAL STEEL DETAILING, FABRICATION AND ERECTION SHALL CONFORM FABRICATION. THE CONTRACTOR SHALL VERIFY THE ACTUAL CONFIGURATION SUBJECT TO REVIEW BY THE ARCHITECT AND STRUCTURAL ENGINEER. TO THE BUILDING CODE AND AISC STANDARDS USING LOADS AS DEFINED IN OF EXISTING CONSTRUCTION AND THE CONDITION OF THE STRUCTURE BEFORE 9, MANUFACTURED MATERIALS SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR AISC-360 SECTION B3-4 "DESIGN FOR STRENGTH USING ALLOWABLE STRESS BEGINNING WORK. ANY DISCREPANCIES OR UNSOUND CONDITIONS SHALL BE TO THEIR USE. ALL REQUIREMENTS OF THOSE APPROVALS SHALL BE FOLLOWED. DESIGN (ASD)". REPORTED TO THE ARCHITECT FOR RESOLUTION BEFORE BEGINNING WORK. REFER TO ARCHITECTURAL, PLANS FOR DIMENSIONS, EMBEDMENTS AND 10. SEE ARCHITECTURAL DRAWINGS AND PROJECT SPECIFICATIONS FOR THE FOLLOWING: 2. STRUCTURAL STEEL FABRICATION AND ERECTION SHALL CONFORM TO AISC OPENINGS NOT SHOWN. REFER TO MECHANICAL, PLUMBING AND ELECTRICAL A. SIZE AND LOCATION OF.ALL DOOR AND WINDOW OPENINGS AND THRESHOLD REQUIREMENTS AND THE PROJECT SPECIFICATIONS. PLANS FOR DUCTS, PIPING, EMBEDMENTS, AND OPENINGS NOT SHOWN. REQUIREMENTS. 3. STRUCTURAL STEEL DETAILING, FABRICATION AND ERECTION OF ELEMENTS 2. TEMPORARY SHORING AND BRACING MAY BE NECESSARY IN ORDER TO PERFORM B. SIZE AND LOCATION OF ALL NON-BEARING'PARTITIONS. C. SIZE AND LOCATION OF ROOF, FLOOR AND WALL OPENINGS. AND CONNECTIONS MARKED 'SLRS' SHALL CONFORM TO AISC-341. THE NECESSARY STRUCTURAL MODIFICATIONS TO THE EXISTING STRUCTURE D. SIZE AND LOCATION OF DEPRESSED AREAS, CHANGES IN ELEVATION, FLOOR SHOWN ON THE STRUCTURAL AND ARCHITECTURAL DRAWINGS. THE CONTRACTOR AND ROOF DRAINS, SLOPES, SUMPS, CONCRETE CURBS, LEDGES, PADS AND 4. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING, UNLESS OTHERWISE MUST SUBMIT PLANS AND SUPPORTING CALCULATIONS PREPARED BY A DESIGN ISLANDS, CHAMFERS, GROOVES, INSERTS, EMBEDDED ITEMS, FINISH NOTED ON THE STRUCTURAL DRAWINGS: PROFESSIONAL LICENSED TO PERFORM WORK IN THE PROJECT JURISDICTION. REQUIREMENTS, MISCELLANEOUS STEEL, ETC. A. WIDE FLANGE SHAPES ASTM A992, Fy = 50 KSI 3. WHERE NEW STRUCTURAL WORK IS BEING PERFORMED, THE CONTRACTOR SHALL E. DIMENSIONS NOT SHOWN ON THE STRUCTURAL DRAWINGS. F. EXTERIOR WALL SYSTEMS. VERIFY ALL DIMENSIONS AS REQUIRED PRIOR TO CONSTRUCTION. ANY B. PLATES AND BARS ASTM A36, Fy = 36 KSI DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT FOR RESOLUTION 12. FRAMING MEMBERS WHICH ARE NOT DIMENSIONED SHALL BE EQUALLY SPACED PRIOR TO BEGINNING WORK. BETWEEN DIMENSIONED POINT OF MEMBERS. C. CHANNELS AND ANGLES ASTM A36, Fy =.36 KSI 4. EXISTING CONSTRUCTION, FRAMING MEMBERS AND DIMENSIONS HAVE BEEN 13. OPENINGS, POCKETS, ETC. SHALL NOT BE PLACED IN STRUCTURAL MEMBERS D. HOLLOW ROUND SECTIONS ASTM A500 -B, Fy = 42 KSI ESTABLISHED BASED ON REVIEW OF THE AVAILABLE CONSTRUCTION DRAWINGS UNLESS SPECIFICALLY DETAILED ON THE STRUCTURAL DRAWINGS. NOTIFY THE FOR THE ORIGINAL BUILDING. ONLY LIMITED FIELD VERIFICATION HAS STRUCTURAL ENGINEER WHEN DRAWINGS BY OTHERS SHOW OPENINGS, POCKETS, E. HOLLOW RECTANGULAR SECTIONS ASTM A500 -B, Fy = 46 KSI BEEN PERFORMED.- ANY DISCREPANCIES CONCERNING HOW NEW WORK RELATED ETC., LARGER THAN 6 INCHES NOT SHOWN ON THE STRUCTURAL DRAWINGS, BUT TO THE AS -BUILT CONSTRUCTION SHALL BE REPORTED TO THE WHICH ARE LOCATED IN STRUCTURAL MEMBERS. F. ROUND PIPE ASTM A53 -B, Fy = 35 KSI ARCHITECT/ENGINEER FOR RESOLUTION PRIOR TO BEGINNING WORK. 14. MATERIAL SPECIFICATIONS ARE ASTM LATEST EDITION. G. ANCHOR RODS EMBEDDED IN CONCRETE ASTM F1554 GRADE 36 5. UNLESS SPECIFIED OTHERWISE, LOCATION AND ELEVATION OF NEW STRUCTURAL ELEMENTS WITHIN THE EXISTING STRUCTURE ARE DETERMINED BY THEIR H CONNECTION BOLTS A325 -N -STD RELATIONSHIP TO EXISTING CONDITIONS. THESE RELATIONSHIPS ARE NOTED ON THE PLANS, SECTIONS AND DETAILS. 5. THE STRUCTURAL STEEL FABRICATOR SHALL FURNISH SHOP DRAWINGS FOR 2 REVIEW AND APPROVAL PRIOR TO THE START OF FABRICATION. 6. WHEN PROVIDED, DEMOLITION DRAWINGS INDICATE DEMOLITION EXTENT BUILDING CODE 1. ALL CONSTRUCTION, MATERIALS, AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS OF THESE DRAWINGS, SPECIFICATIONS, AND THE CODES, RULES AND REGULATIONS OF THE INTERNATIONAL BUILDING CODE (IBC), 2012 EDITION, AS ADOPTED AND AMENDED BY THE CITY OF CITY OF TUKWILA, HEREINAFTER REFERRED TO AS THE BUILDING CODE. 2. WHERE NOTED IN THE STRUCTURAL NOTES, CONSTRUCTION, MATERIALS, AND WORKMANSHIP SHALL ALSO CONFORM TO THE FOLLOWING STANDARDS. WHERE THESE STANDARDS CONFLICT WITH THE BUILDING CODE, THE CODE SHALL GOVERN. GENERAL ASCE? "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES" AMERICAN SOCIETY OF CIVIL ENGINEERS ASCE/SEI 7 - 2010 EDITION HOT ROLLED STEEL AISC "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS" AMERICAN INSTITUTE OF STEEL CONSTRUCTION ANSI/AISC360 - 2010 EDITION AISC "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS" RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS JUNE 30, 2004 AISC-341 "SEISMIC PROVISIONS FOR STRUCTURAL STEEL BUILDINGS" AMERICAN INSTITUTE OF STEEL CONSTRUCTION ANSI/AISC341 - 2010 EDITION AISC-303 "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES" AMERICAN INSTITUTE OF STEEL CONSTRUCTION AISC303 - 2010 EDITION ASSOCIATED WITH THE ACTUAL SIZE OF THE NEW ELEMENT. THE EXTENT �, 15' -di" 6. WELDING SHALL BE PERFORMED IN ACCORDANCE WITH AWS REQUIREMENTS. OF DEMO MAY NOT REFLECT ADDITIONAL DEMOLITION REQUIRED TO INSTALL i VERIFY W/ ARCH i VERIFY W/ ARCH No changes shall be made to the f P of �Tu�yWia Building out rD vi ion. N i ;�: po,vjsions will require a new plan ubm and may include additional plan revie fees (E) OWJ VERIFY W/ ARCH I � �U- U -/--UPS UN IT I .�`��' ROOM `r (E) OWJ VERIFY W/ ARCH THESE PLANS AT THE D I SCRET I ON OF THE CONTRACTOR . ASTM F 1852 TC SECOND FLOOR PARTITION PLAN BOLTS MAY BE SUBSTITUTED FOR ASTM A325 BOLTS AND ASTM F2280 TC BOLTS MAY BE SUBSTITUTED FOR ASTM A490. CB 4 1/4!=l' -O" L3x34'xO'-3" W/ SHIM SOLID (1) %" HILTI KBTZ (EMBED 1i") _ TOC EA SIDE EA END VIF BOD ---- VIF 3-SIDES s HSS BEAM - - - SEE PLAN 4 y�., I I Ikt" PtXx7xO'-7" W/ (4) I I TYP X"O A325N BOLTS HSS COLUMN I I SEE PLAN Y NOTE: VERIFY IN FIELD THAT THE EXTEND OF THE PLATES DON'T CONFLICT W/ EXISTING JOIST OR MEZZANINE SYSTEM. 'A2 TOP OF COLUMN %" GROUT PACK - 70OPSI NS GROUT HSS COLUMN SEE PLAN PLXx3�W-91Z" W/ (2) X"O HILTI KBTZ EMBED 3" EQ [11 11v TYP O�MCOLUMN 15'-*" 6'-2�" VERIFY W/ ARCH VERIFY W/ ARCH I i rB>..:- 'o � FIRST FLOO�RP�A TI T�ON�PLAN h" t' % 1/4'=1'-0" RECEIVED CITY CI= TUKWILA JUN, 14 2016 PERMIT CENTER P, RFFMAN I N E E R S ittal 2304 N. 7th Ave. Suite P ff Bozeman, Montana 59715 -o-- T VW'W Permit pia, az. Pla►� r `oiet�v -qPPF0%19l is subj8d to errors and =1331ons. Arov, of oonstrUCiion documents dues not au'U'loaze tii8 "JIrJi Sk. n Of W)y adOplod codo or ordinance. Racnj;Ot Of aPPr011od' Hila COPY and conditimr, is acknowledgod: i'3y: Date: City Of Tukwila UILDIN 91VISIO Delta Issue Nr. PERMIT SET REVIEWED PCF BODE COMPLIANCE .S APPROVED ,JUN 17 2016 Ci of wifa BUILDING DILaON. 06/01/16 Sheet: 100 ALL WELDS SHALL BE PREQUALIFIED IN ACCORDANCE WITH AWS AND AISC NEW ELEMENTS, IN ADDITION TO WHAT IS SHOWN ON THE ARCHITECTURAL STANDARDS. USE E70XX ELECTRODES, UON. DEMOLITION DRAWINGS, MINOR LOCAL DEMOLITION OF EXISTING ELEMENTS MAY BE REQUIRED TO PERFORM THE STRUCTURAL WORK AS INDICATED ON -- - - -- ---- ---- 7. WELDING OF MEMBERS AND CONNECTIONS MARKED 'SLRS' SHALL BE PERFORMED THE PLANS, SECTIONS AND DETAILS. - - - - IN ACCORDANCE WITH AWS D1.8. �- DEMOLITION I 8. ALL WELDS SHALL BE PERFORMED BY WELDERS CERTIFIED IN THE + JURISDICTION HAVING AUTHORITY OVER THIS PORTION OF THE WORK. I. ALL DEMOLITION SHALL BE CARRIED ON IN SUCH A MANNER AS NOT TO DAMAGE EXISTING ELEMENTS WHICH ARE TO REMAIN A PART OF THE FINISHED STRUCTURE. 9. WELD LENGTHS CALLED FOR ON THE PLANS ARE THE NET EFFECTIVE LENGTH P HSS6x4 REQUIRED. WELD SIZE SHALL BE AISC MINIMUM, UON. 2. EXISTING ELEMENTS SHALL BE PROTECTED TO THE FULLEST EXTENT POSSIBLE TO _� A2 REDUCE SUCH DAMAGE TO A M I N I MlJlul . S2.0 HSS6 x4xX 10. BEAM PENETRATIONS MAY BE CREATED PER THE TYPICAL DETAIL WITHOUT - - PRIOR APPROVAL OF STRUCTURAL ENGINEER. PENETRATIONS OF ANY SIZE 3. ALL ELEMENTS OF THE STRUCTURE THAT ARE TO REMAIN AND WHICH ARE DAMAGED + IN ANY OTHER AREA OF THE MEMBER MUST BE REVIEWED AND APPROVED BY THE DURING DEMOLITION WORK SHALL BE REPLACED AT NO ADDED COST. BREAKOUT STRUCTURAL ENGINEER. 11. CONNECTIONS SHOWN FIELD WELDED MAY BE FIELD BOLTED AT OPTION OF FABRICATOR. SUBMIT PROPOSED CONDITION TO STRUCTURAL ENGINEER FOR REVIEW PRIOR TO SUBMISSION OF SHOP DRAWINGS AND FABRICATION. 12. TENSION CONTROL BOLTS MAY BE SUBSTITUTED FOR THE BOLTS SPECIFIED IN ARCH i VERIFY W/ ARCH No changes shall be made to the f P of �Tu�yWia Building out rD vi ion. N i ;�: po,vjsions will require a new plan ubm and may include additional plan revie fees (E) OWJ VERIFY W/ ARCH I � �U- U -/--UPS UN IT I .�`��' ROOM `r (E) OWJ VERIFY W/ ARCH THESE PLANS AT THE D I SCRET I ON OF THE CONTRACTOR . ASTM F 1852 TC SECOND FLOOR PARTITION PLAN BOLTS MAY BE SUBSTITUTED FOR ASTM A325 BOLTS AND ASTM F2280 TC BOLTS MAY BE SUBSTITUTED FOR ASTM A490. CB 4 1/4!=l' -O" L3x34'xO'-3" W/ SHIM SOLID (1) %" HILTI KBTZ (EMBED 1i") _ TOC EA SIDE EA END VIF BOD ---- VIF 3-SIDES s HSS BEAM - - - SEE PLAN 4 y�., I I Ikt" PtXx7xO'-7" W/ (4) I I TYP X"O A325N BOLTS HSS COLUMN I I SEE PLAN Y NOTE: VERIFY IN FIELD THAT THE EXTEND OF THE PLATES DON'T CONFLICT W/ EXISTING JOIST OR MEZZANINE SYSTEM. 'A2 TOP OF COLUMN %" GROUT PACK - 70OPSI NS GROUT HSS COLUMN SEE PLAN PLXx3�W-91Z" W/ (2) X"O HILTI KBTZ EMBED 3" EQ [11 11v TYP O�MCOLUMN 15'-*" 6'-2�" VERIFY W/ ARCH VERIFY W/ ARCH I i rB>..:- 'o � FIRST FLOO�RP�A TI T�ON�PLAN h" t' % 1/4'=1'-0" RECEIVED CITY CI= TUKWILA JUN, 14 2016 PERMIT CENTER P, RFFMAN I N E E R S ittal 2304 N. 7th Ave. Suite P ff Bozeman, Montana 59715 -o-- T VW'W Permit pia, az. Pla►� r `oiet�v -qPPF0%19l is subj8d to errors and =1331ons. Arov, of oonstrUCiion documents dues not au'U'loaze tii8 "JIrJi Sk. n Of W)y adOplod codo or ordinance. Racnj;Ot Of aPPr011od' Hila COPY and conditimr, is acknowledgod: i'3y: Date: City Of Tukwila UILDIN 91VISIO Delta Issue Nr. PERMIT SET REVIEWED PCF BODE COMPLIANCE .S APPROVED ,JUN 17 2016 Ci of wifa BUILDING DILaON. 06/01/16 Sheet: 100 IHL UUNIKAUIUIi IJ IjrorUIVJIDLr run n[vILVV Mvu vcnirwr%nviv vi UviviiInv I UV -11 I I vi I I- ww. ..., ._ . -1. ACCURACY AND CONFIRMING THAT WORK IS BUILDABLE AS SHOWN BEFORE PROCEEDING WITH CONSTRUCTION. IF THERE ARE ANY QUESTIONS ..----.......-.--- -.---. - --- - - TO ON ANY CONTRACT DOCUMENT SHALL BE PROVIDED AS THOUGH THEY ARE ON ALL RELATED DOCUMENTS. z REGARDING THESE OR OTHER COORDINATION ISSUES, INCLUDING CONCEALED CONDITIONS, THE CONTRACTOR SHALL SUBMIT THEM IN WRITING 0 TO THE ARCHITECT AND IS RESPONSIBLE FOR OBTAINING A WRITTEN CLARIFICATION FROM THE ARCHITECT BEFORE PROCEEDING WITH WORK IN 31. DUPLICATION OF DOCUMENTS ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT%OWNER AND THE SAME MAY NOT BE QUESTION, OR RELATED WORK. DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT/OWNER. � 10. WORK SHALL COMPLY WITH APPLICABLE CODES 0= EXECUTE WORK IN ACCORDANCE WITH ANY AND ALL APPLICABLE LOCAL, STATE, AND FEDERAL CODES, MANUFACTURER'S RECOMMENDATIONS, AND TRADE AND REFERENCED STANDARDS, INCLUDING BUT NOT LIMITED TO: IBC, NEC AND NFPA (LATEST APPLICABLE ENFORCED EDITIONS 32. DETAIL REFERENCE REFER TO A-8 SHEETS SERIES FOR DETAILS NOT CROSS REFERENCED FOR ALL THE CONDITIONS OF PENETRATION THROUGH FIRE RATED ASSEMBLIES AND ACOUSTICAL REFERENCED). PARTITIONS. w B 11. DIMENSIONS DO NOT SCALE DRAWINGS; DIMENSIONS SHALL GOVERN. DETAILS SHALL GOVERN OVER PLANS AND ELEVATIONS. LARGE SCALE DETAILS SHALL 33. EXISTING PENETRATIONS AT UL FIRE RATED AND ACOUSTICAL LOCATIONS, MAINTAIN INTEGRITY OF EXISTING ASSEMBLY WHEN IMPACTED BY NEW WORK. GOVERN OVER SMALL SCALE DETAILS. WRITTEN SPECIFICATIONS SHALL GOVERN OVER ALL. 2016-02-09 2016-03-09 A _-4 GENERAL NOTES 34. SHOP DRAWINGS AND SUBMITTALS 2016-03-09 12. CLARIFICATIONS IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO REVIEW ALL SUBMITTALS AND SHOP DRAWINGS FOR APPROPRIATENESS AND COMPLIANCE WITH THE 2016-03-09 CLARIFY ALL DISCREPANCIES RELATIVE TO CONSTRUCTION DOCUMENTS, SPECIFICATIONS, AND FIELD CONDITIONS PRIOR TO SUBMITTING BIDS CONTRACT DOCUMENTS PRIOR TO SENDING SHOP DRAWINGS TO THE ARCHITECT OR ENGINEER FOR REVIEW. A STAMP OR STATEMENT TESTIFYING THE CONTRACTOR AND COMMENCING WORK. HAS REVIEWED THE SHOP DRAWINGS, INCLUDING THE DATE REVIEWED, MUST BE AFFIXED TO THE FIRST PAGE OF EACH SUBMITTAL.. 13. SUBSTITUTIONS THERE SHALL BE NO SUBSTITUTION OF MATERIALS WHERE A MANUFACTURER IS SPECIFIED. WHERE THE TERM "OR EQUAL" IS USED, THE 35. DEFECTIVE WORK - AT EXISTING CONSTRUCTION TO REMAIN, CORRECT ANY DEFECTS FOUND IN CONSTRUCTION RELATING TO INTERIOR FINISHES IN AREAS AFFECTED BY THIS SCOPE OF WORK. THIS INCLUDES BUT NOT LIMITED TO ARCHITECT ALONE SHALL DETERMINE EQUALITY BASED UPON INFORMATION SUBMITTED BY THE CONTRACTOR, INCLUDING THE ARCHITECTS WALL BASE - CEILING GRID AND ACOUSTICAL CEILING TILE - DOORS/FRAMES/HARDWARE - FLOORING SUBSTRATES - GENERAL CONTRACTOR TO INSPECT SITE SUBSTITUTION FORM CLEARLY IDENTIFIED AS A "REQUEST FOR SUBSTITUTION". CONTRACTOR SHALL ALSO LIST CREDIT TO THE CLIENT FOR USE OF CONDITIONS PRIOR TO COMPLETING BID DOCUMENTS. SUBSTITUTION. 36. CONTRACT DOCUMENT COORDINATION 14. DRAWING DISTRIBUTION THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE ALL CONTRACT DOCUMENTS WITH EACH OTHER FOR ANY DISCREPANCIES BETWEEN ARCHITECTURAL AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DISTRIBUTION OF DRAWINGS TO ALL TRADES UNDER THEIR JURISDICTION. ENGINEERING DOCUMENTS. THE CONTRACTOR TO NOTIFY ARCHITECT, IN WRITING, OF ANY DISCREPANCIES FOR APPROVAL PRIOR TO START OF CONSTRUCTION IN THAT AREA 15. CHANGES IN THE WORK OCCUPANCY. DO NOT PROCEED WITH ANY WORK REQUIRING ADDITIONAL COMPENSATION BEYOND THE CONTRACT AMOUNT WITHOUT WRITTEN AUTHORIZATION 37, CONTRACT DOCUMENTS Pa FROM THE OWNER. FAILURE TO OBTAIN AUTHORIZATION SHALL INVALIDATE ANY CLAIM FOR EXTRA COMPENSATION. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ARCHITECT OF ANY CONFLICTS HEREIN - EITHER APPARENT OR OBVIOUS - PRIOR TO THE START OF ® L.LXl.... NEW WORK ON THAT ITEM, OR BEAR THE RESPONSIBILITY OF CORRECTING SUCH WORK AS DIRECTED BY THE ARCHITECT.d 16. EXISTING WORK THE WORK TO BE DONE UNDER THIS CONTRACT SHALL BE EXECUTED IN A WORKMANLIKE MANNER, TO THE SATISFACTION OF THE ARCHITECT. IF THESE DOCUMENTS OR ALL INSTALLED PLUMBING, MECHANICAL, AND ELECTRICAL EQUIPMENT SHALL OPERATE QUIETLY AND FREE OF VIBRATION. JOB CONDITIONS MAKE IT IMPOSSIBLE TO PRODUCE FIRST CLASS WORK OR TO WARRANTY THE WORK OR ITS PERFORMANCE, OR SHOULD DISCREPANCIES APPEAR TYPE OF CONSTRUCTION: IB ��w F- ie`�� ", pprove, !� SU���f f® errors and AMONG THE CONTRACT DOCUMENTS, REQUEST INTERPRETATION, CORRECTION OR CLARIFICATION FROM THE ARCHITECT PRIOR TO BEGINNING CONSTRUCTION. IF THE k .., ¢ �� '„ z' . CONTRACTOR FAILS TO MAKE SUCH REQUEST, WORK MUST BE PERFORMED IN A SATISFACTORY MANNER AND NO REQUEST FOR ADDED COST OR EXTENSION OF TIME BUILDING OCCUPANCY: B (OFFICE) OVe l �'� ° sS�l=.ii3i �OOL6rYiO�t$g0� �tOdit� 17. PUNCH LIST CODE. REFERENCES { is viola°°1=l� any ado led coda o ordirance. ;?8-�I � B 5 PERMIT REVISIONS 2016-03-09 UPON COMPLETION OF THE WORK BY THE CONTRACTOR, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IN WRITING OF SUCH COMPLETION. WILL BE CONSIDERED. SHOULD CONFLICT OCCUR IN OR BETWEEN DRAWINGS AND SPECIFICATIONS, CONTRACTOR IS DEEMED TO HAVE ESTIMATED ON THE MORE PROJECT AREA: 11469 SF THE ARCHITECT SHALL ATTEND THE PUNCH LIST WALK THROUGH CONDUCTED BY THE GENERAL CONTRACTOR. THE GENERAL CONTRACTOR EXPENSIVE WAY OF DOING WORK UNLESS HE SHALL HAVE ASKED FOR AND OBTAINED WRITTEN DECISION BEFORE SUBMISSION OF BID AS TO WHICH METHOD OR STORIES: 2 01 app YO ' ie Copy and condii Ot�S lo, acknowladmad. 3 ISSUE FOR PERMIT AND 2016-02-09 0 SHALL PREPARE AND DISTRIBUTE A LIST OF ITEMS TO BE FINISHED OR COMPLETED PRIOR TO THIS WALK THROUGH. THE GENERAL CONTRACTOR MATERIALS WILL BE REQUIRED. • 2012 INTERNATIONAL BUILDING CODE (WITH STATEWIDE AMENDMENTS) �� BUILDING N0. F T 0 R SHALL TAKE NOTES AND PREPARE A LIST OF FINAL PUNCH ITEMS TO BE COMPLETED OR CORRECTED ASA RESULT OF THIS WALK THROUGH. THIS PRICING eri�f�� '""�� AREA PER FLOOR: 1ST FLOOR 251 SF ��• LIST IS TO BE PROMPTLY DISTRIBUTED BY THE GENERAL CONTRACTOR TO THE TENANT, OWNER AND ARCHITECT. R I ALS NOTES S • 2014 NATIONAL ELECTRICAL CODE (NFPA 70) tP ), -,ATE PEP ,IM IT 2ND FLOOR 11218 SF PUNCH HAZARDOUS MATE - 1 FOR CLIENT REVIEW 2016-02-02 FIKILl!o 9�.D I°08, Date: / 13/ )01 to 18. MATERIALS OWNER ACKNOWLEDGES THAT INTERIOR ARCHITECTS SHALL HAVE NO RESPONSIBILITY FOR THE DISCOVERY, REMOVAL, PRESENCE HANDLING, DISPOSAL OF, OR 2012 INTERNATIONAL MECHANICAL CODE (WITH STATEWIDE AMENDMANTS) '�•`� [ ALL MATERIALS SHALL BE NEW, UNUSED, AND OF THE HIGHEST QUALITY IN EVERY RESPECT, U.O.N. MANUFACTURED MATERIALS AND EQUIPMENT EXPOSURE OF PERSONS TO HAZARDOUS SUBSTANCES, MATERIALS, AND WASTES IN ANY FORM AT THE PROJECT SITE, INCLUDING BUT NOT LIMITED TO: ASBESTOS, chaniCai �i �� Tukwila Issue Nr. Description Date SHALL BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS AND INSTRUCTIONS, U.O.N. ASBESTOS PRODUCTS, PCB MOLD, OR OTHER TOXIC SUBSTANCES. 2012 UNIFORM PLUMBING CODE (WITH STATEWIDE AMENDMENTS) [electrical BUILDING LIFE SAFETY INFO: SPRINKLERS, VISUAL AND AUDIBLE ALARMS PROVIDED `� • THE OWNER ACKNOWLEDGES THAT IT ACCEPTS RESPONSIBILITY FOR NOTIFYING THE APPROPRIATE FEDERAL, STATE, AND LOCAL GOVERNING AGENCIES FOR ANY ((, 4`umbing BUILDING DIVISION 19. INSURANCE =s DEMOLITION, CONSTRUCTION, OR REPAIR WORK, 2012 INTERNATIONAL ENERGY CONSERVATION CODE / WASHINGTON STATE ENERGY CODE THE CONTRACTOR AND SUBCONTRACTORS SHALL PURCHASE AND MAINTAIN CERTIFICATIONS OF INSURANCE WITH RESPECT TO WORKERS • ANY QUESTIONS THAT ARISE RELATED TO ASBESTOS SHALL BE REFERRED TO THE OWNER FOR RESOLUTION. INTERIOR ARCHITECTS SHALL NOT BE REQUIRED TO DO Z!Oa3 Piping COMPENSATION, PUBLIC LIABILITY, AND PROPERTY DAMAGE FOR THE LIMITS AS REQUIRED BY LAW, IN ADDITION TO THE TERMS OF THE OWNER'S ANY WORK NOR RENDER ANY OPINIONS RELATED TO ASBESTOS. 2012 INTERNATIONAL FIRE CODE (WITH STATEWIDE AMENDMENTS) CONTRACT, WHICHEVER IS. GREATER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING, AND SUPERVISING ALL SAFETY • THE OWNER SHALL RETAIN AN INDEPENDENT CONSULTANT WHO IS TRAINED AND EXPERIENCED IN IDENTIFICATION AND SURVEY OF EXISTING SITES PRIOR TO START OF CCy of Tukwila ADDITIONAL REQUIREMENTS: 1. THE CONTRACTOR SHALL REPLACE ALL MISSING FIREPROOFING AND FIRESTOPPING; I N T E R I O.R PRECAUTIONS IN CONNECTION WITH THE WORK. DEMOLITION CONSTRUCTION. ALL CITY LOCAL CODES AND AMENDMENTS PLJ1 kLT); NG DIVISION THE CONTRACTOR SHALL REPLACE ALL FIREPROOFING AFFECTED BY NEW CONSTRUCTION WITH • ALL CONTRACTORS AND SUBCONTRACTORS SHALL REPORT THE PRESENCE OF ANY MATERIAL OR ASSEMBLY SUSPECTED TO CONTAIN ASBESTOS UPON DISCOVERY. THE WORK SHALL BE CARRIED OUT PER THE CONSULTANTS' RECOMMENDATIONS. FIREPROOFING TO MATCH BASE BUILDING STANDARDS, APPROVED EQUAL, ORAS REQUIRED TO ARCHITECTS 1A WEEKLY STATUS REPORTS MATCH THE EXISTING. ABBREVIATIONS B R EV I AT I O 1� S 2. ALL CONSTRUCTION SHALL BE NON-COMBUSTIBLE. THE GC IS TO PROVIDE A WEEKLY STATUS REPORT INDICATING ESTIMATED PERCENTAGE OF COMPLETION FOR EACH TRADE INCLUSIVE OF & AND C.J. CONSTRUCTION ELEC. ELECTRICAL F.P.R. FIRE PROTECTION JT. JOINT P. PAINT SCHED. SCHEDULE T.W. TOP OF WALL 3. ALL WOOD AND WOOD BLOCKING SHALL BE FIRE RETARDANT TREATED. DIGITAL PHOTOGRAPHS AS SUPPORTING INFORMATION. REPORT AND IMAGES ARE TO BE SENT ELECTRONICALLY TO THE IA PROJECT L ANGLE JOINT ELVTR. ELEVATOR RISER KIT. KITCHEN P.A. PLANTING AREA S.D. SOAP DISPENSER TYP. TYPICAL CONTACT OF THE SALIENT AREAS &/OR WORK. THE NUMBER AND LOCATIONS OF PHOTOS TO BE PRE -DETERMINED BY THE IA PROJECT @ AT CL CENTER LINE EMER. EMERGENCY FPRF. FIRE RETARDANT LAB. LABORATORY PRCST. PRECAST SECT. SECTION 4. ALL INTERIOR FINISHES SHALL COMPLY WITH THE REFERENCED CODE REQUIREMENTS FOR S E A T T L E CONTACT. CL CENTERLINE CLG. CEILING ENCL. ENCLOSURE TREATED LAM. LAMINATE PL. PLATE SH. SHELF UNF. UNFINISHED FLAMMABILITY AND SMOKE DEVELOPED RATINGS AS WELL AS TOXICITY. F.S. FULL SIZE FURNITURE FLOOR CORE VC DIA. DIAMETER CLO. CLOSET E.P. ELECTRICAL PANEL LAV. LAVATORY P.LNM PLASTIC LAMINATE SHR. SHOWER U.O.N. UNLESS WALL AND CEILINGS: PER ASTM E84, CLASS A CLR. CLEAR E.P. EDGE OF FT. FOOT OR FEET LKR. LOCKER PLAS. PLASTER SHT. SHEET OTHERWISE NOTED � PERP. PERPENDICULAR FLAME SPREAD: 0-25 LIGHTING COORDINATION C CHANNEL CMU CONCRETE PAVEMENT F.TR FIRE TREATED LT. LIGHT PLWD. PLYWOOD SIM. SIMILAR UR. URINAL SMOKE DEVELOPMENT: 0 - 200 1 001 4TH AVENUE, SUITE 3600 MASONRY UNIT EQ. EQUAL FTG. FOOTING PR. PAIR S.N.D. SANITARY NAPKIN FLOORING: ASTM E648, CLASS I WASHINGTON 98154 # POUND OR SEATTLE NUMBER COL. COLUMN EQPT. EQUIPMENT FURR. FURRING MAX. MAXIMUM PT. POINT DISPENSER V.C.T. VINYL CRITICAL RADIANT FLUX OF NOT LESS THAN 0.45 WATTS PER SQUARE CENTIMETER CONTRACTOR, FURNITURE VENDOR, DESIGN BUILD SUB -CONTRACTORS AND OWNER'S SUBCONTRACTORS ARE ALL REQUIRED TO USE THE CONC. CONCRETE E.W.C. ELECTRIC WATER F&I FURNISH AND M.C. MEDICINE CABINET P.T.D. PAPER TOWEL S.N.R. SANITARY NAPKIN COMPOSITION TILE TEL 206-264-9195 FAX 206-624-1525 ARCHITECTURAL DIMENSION WORK POINTS ESTABLISHED FOR OPEN PLAN PENDANT LIGHTING AND FURNITURE CENTERLINES WHERE ACT ACOUSTICAL CONST CONSTRUCTION COOLER INSTALL MECH. MECHANICAL . DISPENSER RECEPTACLE VERT. VERTICAL 5. ALL DOORS TO BE 36" WIDE MIN., 34" MIN, CLR. IN OPEN POSITION (U.O.N.). APPLICABLE. WORK POINTS INCLUDE COLUMN CENTERLINES, FACE OF COLUMN AND BUILDING ELEMENTS SUCH AS CORE WALLS AND CEILING TILE R. EXIST. EXISTING FLIT. FUTURE P.TD/R COMBINATION SNT. SEALANT VEST. VESTIBULE EXTERIOR PERIMETER WALLS. CONTRACTOR AND VENDOR PREPARED SHOP DRAWINGS SHALL DOCUMENT THE ARCHITECTURAL DIMENSION MEMB. MEMBRANE DEFERRED SUBMITTALS SEPARATE PERMITS WORK POINTS FOR THE ARCHITECT'S REVIEW PRIOR TO START OF WORK. FIELD LAYOUT REVIEW REQUESTED OF THE ARCHITECT MUST BE A.D. AREA DRAIN CONT. CONTINUOUS EXPO. EXPOSED PAPER TOWEL S.O.B. SYMBOL ON V.I.F. VERIFY IN FIELD CORK, CORRIDOR GA. GAUGE MTL. METAL DISPENSER AND BACKGROUND OR SEPARATE PERMIT: MECHANICAL PERMIT PREDICATED ON ESTABLISHED WORK POINTS. FLOOR CORE LOCATIONS ARE THE SOLE RESPONSIBILITY OF THE FURNITURE VENDOR, ADJ. ADJUSTABLE EXP. EXPANSION MFR. MANUFACTURER SPEC. SPECIFICATION ELECTIRCAL PERMIT RECEPTACLE ©zois INTERIOR ARCHITECTS, INC., A CALIFORNIA CORPORATION. INCLUDING FIELD VERIFICATION OF LAYOUT. CTSK. CONTERSUNK GALV. GALVANIZED W. WEST REVISIONS A.F.F. ABOVE FINISH EXT. EXTERIOR MH. MANHOLE PLUMBING PERMIT ��*t y,- ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL FLOOR CNTR. COUNTER G.B. GRAB BAR SQ, SQUARE W/ WITH 1�� CI1an eS Shall be made to the s AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT MIN. MINIMUM LIFE SAFETY PERMIT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF F.A. FIRE ALARM Q.T. QUARRY TILE + r AGGR. AGGREGATE CT CERAMIC TILE G.C. GENERAL S.S. STAINLESS STEEL W.C. WATER CLOSET Qf work without priolr approval Of THE ARCHITECT. MIR. MIRROR Tukwila Building CORING O F POST TENSIONED SLAB AL. ALUMINIUM CTR. CENTER F.B. FLAT BAR CONCTRACTOR S.SK, SERVICE SINK WD. WOOD Division. APROX. APPROXIMATE F.C. FACE OF CURB GL. GLASS / GLAZING MISC. MISCELLANEOUS R RISER OR STA. STATION W/O WITHOUT T�:: �".ViSICi1S L'JIIJ require a new plan submittal GND. GROUND M.O. MASONRY RELOCATE STD. STANDARD W.O. WHERE OCCURS and may include additional fan review fees. (WHERE APPLICABLE ARCH. ARCHITECTUTRAL DBL. DOUBLE F.D. FLOOR DRAIN OPENING RAID. RADIUS P GR. GRADE STL. STEEL WP. WATERPROOF ASB: ASBESTOS DEOT. DEPARTMENT FDN. FOUNDATION MTD. MOUNTED R.I.ROOF DRAIN GYP. GYPSUM STOR. STORAGE WSCT. WAINSCOT ASPH. ASPHALT D.F. DRINKING F.E. FIRE GWB. GYPSUM WALL MUL. MULLION REF. REFERENCE STRL. STRUCTURAL WT. WEIGHT PROJECT DIRECTORY Drawn: Author Check: Checker Owner Approval: FOUNTAIN EXTINGUISHER 1. PRIOR TO CORING, DRILLING, OR PERFORMING SELECTIVE DEMOLITION INA MANNER THAT WILL COMPROMISE THE POST TENSIONED SLAB DET. DETAIL F.E.C. FIRE BOARD REFR. REFRIGERATOR SUSP. SUSPENDED STRUCTURAL INTEGRITY, PLEASE BE ADVISED AS FOLLOWS: BC BACK OF CURB RGfR. REGISTER BD. BOARD DIA. DIAMETER EXTINGUISHER (N) E SYM. SYMMETRICAL DIM. DIMENSION N.I.C.NOT IN CONTRACT CLIENT CABINET H.B. HOSE BIB RENF. REINFORCED Job No: 021 BECU.0003.000 C E (' " D REFERENCE STANDARDS: BITUM. BITUMINOUS NO.OR NUMBER BECU -CUSTOMER LENDING CITY O F T U � W I LA a. AMERICAN CONCRETE INSTITUTE (ACI) DISP. DISPENSER F.F. FINISHED FLOOR H.C. HOLLOW CAB RETD. REQUIRED T. TREAD BLDG. BUILDING # 13035 GATEWAY DRIVE, SUITE 113 a. AMERICAN SOCIETY E I BESTING &MATERIALS BLK. BLOCK DN. DOWN F.G. FINISHED GRADE HDWD. HARDWOOD RE31L. RESILIENT T.B. TOWEL BAR TUKWILA, WA 98168 NR. NUMBER c. INTERNATIONAL BUILDING CONFERENCE (ICBO) APPLICABLE UNIFORM BUILDING CODE STANDARDS. BLKG. BLOCKING D.O. DOOR OPENING F.H. FIRE HYDRANT HOWE. HARDWARE NOM. NOMINAL RN. ROOM T.B.D. TOBE DETERMINED RE USED FOR CLIENT REPRESENTATIVE MAR 16 2010 BM. BEAM F.H.C. FIRE HOSE HDWR. HARDWARE R.O. ROUGH OPENING T.C. TOP OF CONCRETE -OPE a PLIANCE JOHN OLSON, SENIOR PROJECT MANAGER ' d. POST -TENSIONING INSTITUTE (PTI) DR. DOOR N.T.S. NOT TO SCALE .. 2. OBTAIN FROM THE OWNER, BASE BUILDING STRUCTURAL DRAWINGS DOCUMENTING THE EXISTING POST -TENSIONED SLAB CONSTRUCTION B.O. BOTTOM OF DWR. DRAWER CABINET H.M. HOLLOW METAL RWD. REDWOOD TEL TELEPHONE a� OAC SERVICES, INC. 0 OVED LTfl ?ERMIT CENTE(; FIN. FINISH HORIZ. HORIZONTAL R.W.L. RAIN WATER TER. TERRAllO =. 701 DEXTER AVE NORTH, SUITE 301 AVAILABLE BOT. BOTTOM DS. DOWNSPOUT O.A. OVERALL B.R. BULLET RESISTANT D.S.P. DRY STANDPIPE FL. FLOOR HR. HOUR LEADER T.&G. TOUNGUE AND SEATTLE, WA 98109 PROJECT FLASH. FLASHING HT. HEIGHT OBS. OBSCURE GROOVE APR 0 i 2016 TEL 206-378-2963 3. LOCATE EXISTING POST -TENSIONED TENDONS, DISTRIBUTION PLATES, ANCHORAGES, INSERTS, COUPLING SYSTEMS, ETC. WITH X-RAY B.T.B.BACK TO BACK DWG. DRAWINGS O.C. ON CENTER S. SOUTH ARCHITECT. OF RECORD EQUIPMENT AND DOCUMENT LOCATIONS ON SLAB WITH SPRAY PAINT. LOCATE CORE LOCATIONS RELATIVE TO POST -TENSIONED TENDON FLUOR. FLUORESCENT HGT. HEIGHT THK. THICK FO AE' O.D. OUTSIDE S.A.F.B. SOUND IA INTERIOR ARCHITECTS Title: ON LOCATIONS. F.O. FACE OF T.O.C. TOP OF CURB E EXISTING DIAMETER (DIM.) �+� �f �uwf� 1001 FOURTH AVE, SUITE 3600 ' CAB. CABINET ATTENUATION - .�� ; , , DIVISION ,,, _ - ' 4. SHOP DRAWING: SUBMIT SHOP DRAWINGS STAMPED AND SIGNED BY STRUCTURAL ENGINEER SHOWING COMPLETE INFORMATION WITH C.B. CATCH BASIN (E) EXISTING F.O.C. FACE OF I.D. INSIDE DEAMETER OFF. OFFICE BLANKETS T.O.P. TOP OF PAVEMENT �IV�S+ SEATTLE WA 98154 CONCRETE (DIM.) T.P.D. TOILET PAPER n REGARD TO EXISTING POST -TENSIONED TENDON LOCATIONS IN THE VICINITY OF PROPOSED CORES INCLUDING, BUT NOT LIMITED TO, CORE CEM. CEMENT EA. EACH OPNG. OPENING S.C. SOLID CORE JEFFREY B. MILLER, AIA F.O.F. FACE OF FINISH INSUL. INSULATION DISPENSER CONTACT:. LOCATIONS REQUIRED FOR PLUMBING, FIRE PROTECTION, POWER, DATA & TELEPHONE FLOOR CORES. CER. CERAMIC E.J. EXPANSION JOINT OPP. OPPOSITE S.C.D. SEAT COVER '- 1 a 0 AN 5. CORING IS NOT ALLOWED WITHIN 24" OF PRE -STRESSING BEARING PLATES. C.I. CAST IRON EL. ELEVATION F.O.S. FACE OF STUDS INT, INTERIOR DISPENSER T.V. TELEVISION NANCY HEYWOOD, PROJECT MANAGER / 4 4 heet: JAN. JANITOR TEL 206-264-9195 0. z 0 CD CD � 0= M W U U) w AN -1.0 PROJECT INFORMATION 2016-02-09 AN -2.0 GENERAL NOTES 2016-02-09 2016-03-09 A _-4 GENERAL NOTES 2016-03-09 AN -3.0 OCCUPANCY & EXITING 2016-02-09 2016-03-09 04.0 SCHEDULES 2016-02-09 A-0.0 DEMOLITION PLAN 2016-02-09 A-0.1 DEMOLITION REFLECTED CEILING PLAN 2016-02-09 A-1.0 PARTITION PLAN 2016-02-09 A-2.0 POWER & COMMUNICATIONS PLAN 2016-02-09 A-3.0 REFLECTED CEILING PLAN 2016-02-09 A-4.0 FINISH PLAN 2016-02-09 A-5.0 FURNITURE PLAN 2016-02-09 A-6.0 RESTROOM PLANS & ELEVATIONS 2016-02-09 A-8.0 PARTITION DETAILS 2016-02-09 A-8.1 CEILING DETAILS 2016-02-09 A-8.2 DOOR & GLAZING DETAILS 2016-02-09 A-8.3 MILLWORK DETAILS 2016-02-09 15. CHANGES IN THE WORK OCCUPANCY. DO NOT PROCEED WITH ANY WORK REQUIRING ADDITIONAL COMPENSATION BEYOND THE CONTRACT AMOUNT WITHOUT WRITTEN AUTHORIZATION 37, CONTRACT DOCUMENTS Pa FROM THE OWNER. FAILURE TO OBTAIN AUTHORIZATION SHALL INVALIDATE ANY CLAIM FOR EXTRA COMPENSATION. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ARCHITECT OF ANY CONFLICTS HEREIN - EITHER APPARENT OR OBVIOUS - PRIOR TO THE START OF ® L.LXl.... NEW WORK ON THAT ITEM, OR BEAR THE RESPONSIBILITY OF CORRECTING SUCH WORK AS DIRECTED BY THE ARCHITECT.d 16. EXISTING WORK THE WORK TO BE DONE UNDER THIS CONTRACT SHALL BE EXECUTED IN A WORKMANLIKE MANNER, TO THE SATISFACTION OF THE ARCHITECT. IF THESE DOCUMENTS OR ALL INSTALLED PLUMBING, MECHANICAL, AND ELECTRICAL EQUIPMENT SHALL OPERATE QUIETLY AND FREE OF VIBRATION. JOB CONDITIONS MAKE IT IMPOSSIBLE TO PRODUCE FIRST CLASS WORK OR TO WARRANTY THE WORK OR ITS PERFORMANCE, OR SHOULD DISCREPANCIES APPEAR TYPE OF CONSTRUCTION: IB ��w F- ie`�� ", pprove, !� SU���f f® errors and AMONG THE CONTRACT DOCUMENTS, REQUEST INTERPRETATION, CORRECTION OR CLARIFICATION FROM THE ARCHITECT PRIOR TO BEGINNING CONSTRUCTION. IF THE k .., ¢ �� '„ z' . CONTRACTOR FAILS TO MAKE SUCH REQUEST, WORK MUST BE PERFORMED IN A SATISFACTORY MANNER AND NO REQUEST FOR ADDED COST OR EXTENSION OF TIME BUILDING OCCUPANCY: B (OFFICE) OVe l �'� ° sS�l=.ii3i �OOL6rYiO�t$g0� �tOdit� 17. PUNCH LIST CODE. REFERENCES { is viola°°1=l� any ado led coda o ordirance. ;?8-�I � B 5 PERMIT REVISIONS 2016-03-09 UPON COMPLETION OF THE WORK BY THE CONTRACTOR, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IN WRITING OF SUCH COMPLETION. WILL BE CONSIDERED. SHOULD CONFLICT OCCUR IN OR BETWEEN DRAWINGS AND SPECIFICATIONS, CONTRACTOR IS DEEMED TO HAVE ESTIMATED ON THE MORE PROJECT AREA: 11469 SF THE ARCHITECT SHALL ATTEND THE PUNCH LIST WALK THROUGH CONDUCTED BY THE GENERAL CONTRACTOR. THE GENERAL CONTRACTOR EXPENSIVE WAY OF DOING WORK UNLESS HE SHALL HAVE ASKED FOR AND OBTAINED WRITTEN DECISION BEFORE SUBMISSION OF BID AS TO WHICH METHOD OR STORIES: 2 01 app YO ' ie Copy and condii Ot�S lo, acknowladmad. 3 ISSUE FOR PERMIT AND 2016-02-09 0 SHALL PREPARE AND DISTRIBUTE A LIST OF ITEMS TO BE FINISHED OR COMPLETED PRIOR TO THIS WALK THROUGH. THE GENERAL CONTRACTOR MATERIALS WILL BE REQUIRED. • 2012 INTERNATIONAL BUILDING CODE (WITH STATEWIDE AMENDMENTS) �� BUILDING N0. F T 0 R SHALL TAKE NOTES AND PREPARE A LIST OF FINAL PUNCH ITEMS TO BE COMPLETED OR CORRECTED ASA RESULT OF THIS WALK THROUGH. THIS PRICING eri�f�� '""�� AREA PER FLOOR: 1ST FLOOR 251 SF ��• LIST IS TO BE PROMPTLY DISTRIBUTED BY THE GENERAL CONTRACTOR TO THE TENANT, OWNER AND ARCHITECT. R I ALS NOTES S • 2014 NATIONAL ELECTRICAL CODE (NFPA 70) tP ), -,ATE PEP ,IM IT 2ND FLOOR 11218 SF PUNCH HAZARDOUS MATE - 1 FOR CLIENT REVIEW 2016-02-02 FIKILl!o 9�.D I°08, Date: / 13/ )01 to 18. MATERIALS OWNER ACKNOWLEDGES THAT INTERIOR ARCHITECTS SHALL HAVE NO RESPONSIBILITY FOR THE DISCOVERY, REMOVAL, PRESENCE HANDLING, DISPOSAL OF, OR 2012 INTERNATIONAL MECHANICAL CODE (WITH STATEWIDE AMENDMANTS) '�•`� [ ALL MATERIALS SHALL BE NEW, UNUSED, AND OF THE HIGHEST QUALITY IN EVERY RESPECT, U.O.N. MANUFACTURED MATERIALS AND EQUIPMENT EXPOSURE OF PERSONS TO HAZARDOUS SUBSTANCES, MATERIALS, AND WASTES IN ANY FORM AT THE PROJECT SITE, INCLUDING BUT NOT LIMITED TO: ASBESTOS, chaniCai �i �� Tukwila Issue Nr. Description Date SHALL BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS AND INSTRUCTIONS, U.O.N. ASBESTOS PRODUCTS, PCB MOLD, OR OTHER TOXIC SUBSTANCES. 2012 UNIFORM PLUMBING CODE (WITH STATEWIDE AMENDMENTS) [electrical BUILDING LIFE SAFETY INFO: SPRINKLERS, VISUAL AND AUDIBLE ALARMS PROVIDED `� • THE OWNER ACKNOWLEDGES THAT IT ACCEPTS RESPONSIBILITY FOR NOTIFYING THE APPROPRIATE FEDERAL, STATE, AND LOCAL GOVERNING AGENCIES FOR ANY ((, 4`umbing BUILDING DIVISION 19. INSURANCE =s DEMOLITION, CONSTRUCTION, OR REPAIR WORK, 2012 INTERNATIONAL ENERGY CONSERVATION CODE / WASHINGTON STATE ENERGY CODE THE CONTRACTOR AND SUBCONTRACTORS SHALL PURCHASE AND MAINTAIN CERTIFICATIONS OF INSURANCE WITH RESPECT TO WORKERS • ANY QUESTIONS THAT ARISE RELATED TO ASBESTOS SHALL BE REFERRED TO THE OWNER FOR RESOLUTION. INTERIOR ARCHITECTS SHALL NOT BE REQUIRED TO DO Z!Oa3 Piping COMPENSATION, PUBLIC LIABILITY, AND PROPERTY DAMAGE FOR THE LIMITS AS REQUIRED BY LAW, IN ADDITION TO THE TERMS OF THE OWNER'S ANY WORK NOR RENDER ANY OPINIONS RELATED TO ASBESTOS. 2012 INTERNATIONAL FIRE CODE (WITH STATEWIDE AMENDMENTS) CONTRACT, WHICHEVER IS. GREATER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING, AND SUPERVISING ALL SAFETY • THE OWNER SHALL RETAIN AN INDEPENDENT CONSULTANT WHO IS TRAINED AND EXPERIENCED IN IDENTIFICATION AND SURVEY OF EXISTING SITES PRIOR TO START OF CCy of Tukwila ADDITIONAL REQUIREMENTS: 1. THE CONTRACTOR SHALL REPLACE ALL MISSING FIREPROOFING AND FIRESTOPPING; I N T E R I O.R PRECAUTIONS IN CONNECTION WITH THE WORK. DEMOLITION CONSTRUCTION. ALL CITY LOCAL CODES AND AMENDMENTS PLJ1 kLT); NG DIVISION THE CONTRACTOR SHALL REPLACE ALL FIREPROOFING AFFECTED BY NEW CONSTRUCTION WITH • ALL CONTRACTORS AND SUBCONTRACTORS SHALL REPORT THE PRESENCE OF ANY MATERIAL OR ASSEMBLY SUSPECTED TO CONTAIN ASBESTOS UPON DISCOVERY. THE WORK SHALL BE CARRIED OUT PER THE CONSULTANTS' RECOMMENDATIONS. FIREPROOFING TO MATCH BASE BUILDING STANDARDS, APPROVED EQUAL, ORAS REQUIRED TO ARCHITECTS 1A WEEKLY STATUS REPORTS MATCH THE EXISTING. ABBREVIATIONS B R EV I AT I O 1� S 2. ALL CONSTRUCTION SHALL BE NON-COMBUSTIBLE. THE GC IS TO PROVIDE A WEEKLY STATUS REPORT INDICATING ESTIMATED PERCENTAGE OF COMPLETION FOR EACH TRADE INCLUSIVE OF & AND C.J. CONSTRUCTION ELEC. ELECTRICAL F.P.R. FIRE PROTECTION JT. JOINT P. PAINT SCHED. SCHEDULE T.W. TOP OF WALL 3. ALL WOOD AND WOOD BLOCKING SHALL BE FIRE RETARDANT TREATED. DIGITAL PHOTOGRAPHS AS SUPPORTING INFORMATION. REPORT AND IMAGES ARE TO BE SENT ELECTRONICALLY TO THE IA PROJECT L ANGLE JOINT ELVTR. ELEVATOR RISER KIT. KITCHEN P.A. PLANTING AREA S.D. SOAP DISPENSER TYP. TYPICAL CONTACT OF THE SALIENT AREAS &/OR WORK. THE NUMBER AND LOCATIONS OF PHOTOS TO BE PRE -DETERMINED BY THE IA PROJECT @ AT CL CENTER LINE EMER. EMERGENCY FPRF. FIRE RETARDANT LAB. LABORATORY PRCST. PRECAST SECT. SECTION 4. ALL INTERIOR FINISHES SHALL COMPLY WITH THE REFERENCED CODE REQUIREMENTS FOR S E A T T L E CONTACT. CL CENTERLINE CLG. CEILING ENCL. ENCLOSURE TREATED LAM. LAMINATE PL. PLATE SH. SHELF UNF. UNFINISHED FLAMMABILITY AND SMOKE DEVELOPED RATINGS AS WELL AS TOXICITY. F.S. FULL SIZE FURNITURE FLOOR CORE VC DIA. DIAMETER CLO. CLOSET E.P. ELECTRICAL PANEL LAV. LAVATORY P.LNM PLASTIC LAMINATE SHR. SHOWER U.O.N. UNLESS WALL AND CEILINGS: PER ASTM E84, CLASS A CLR. CLEAR E.P. EDGE OF FT. FOOT OR FEET LKR. LOCKER PLAS. PLASTER SHT. SHEET OTHERWISE NOTED � PERP. PERPENDICULAR FLAME SPREAD: 0-25 LIGHTING COORDINATION C CHANNEL CMU CONCRETE PAVEMENT F.TR FIRE TREATED LT. LIGHT PLWD. PLYWOOD SIM. SIMILAR UR. URINAL SMOKE DEVELOPMENT: 0 - 200 1 001 4TH AVENUE, SUITE 3600 MASONRY UNIT EQ. EQUAL FTG. FOOTING PR. PAIR S.N.D. SANITARY NAPKIN FLOORING: ASTM E648, CLASS I WASHINGTON 98154 # POUND OR SEATTLE NUMBER COL. COLUMN EQPT. EQUIPMENT FURR. FURRING MAX. MAXIMUM PT. POINT DISPENSER V.C.T. VINYL CRITICAL RADIANT FLUX OF NOT LESS THAN 0.45 WATTS PER SQUARE CENTIMETER CONTRACTOR, FURNITURE VENDOR, DESIGN BUILD SUB -CONTRACTORS AND OWNER'S SUBCONTRACTORS ARE ALL REQUIRED TO USE THE CONC. CONCRETE E.W.C. ELECTRIC WATER F&I FURNISH AND M.C. MEDICINE CABINET P.T.D. PAPER TOWEL S.N.R. SANITARY NAPKIN COMPOSITION TILE TEL 206-264-9195 FAX 206-624-1525 ARCHITECTURAL DIMENSION WORK POINTS ESTABLISHED FOR OPEN PLAN PENDANT LIGHTING AND FURNITURE CENTERLINES WHERE ACT ACOUSTICAL CONST CONSTRUCTION COOLER INSTALL MECH. MECHANICAL . DISPENSER RECEPTACLE VERT. VERTICAL 5. ALL DOORS TO BE 36" WIDE MIN., 34" MIN, CLR. IN OPEN POSITION (U.O.N.). APPLICABLE. WORK POINTS INCLUDE COLUMN CENTERLINES, FACE OF COLUMN AND BUILDING ELEMENTS SUCH AS CORE WALLS AND CEILING TILE R. EXIST. EXISTING FLIT. FUTURE P.TD/R COMBINATION SNT. SEALANT VEST. VESTIBULE EXTERIOR PERIMETER WALLS. CONTRACTOR AND VENDOR PREPARED SHOP DRAWINGS SHALL DOCUMENT THE ARCHITECTURAL DIMENSION MEMB. MEMBRANE DEFERRED SUBMITTALS SEPARATE PERMITS WORK POINTS FOR THE ARCHITECT'S REVIEW PRIOR TO START OF WORK. FIELD LAYOUT REVIEW REQUESTED OF THE ARCHITECT MUST BE A.D. AREA DRAIN CONT. CONTINUOUS EXPO. EXPOSED PAPER TOWEL S.O.B. SYMBOL ON V.I.F. VERIFY IN FIELD CORK, CORRIDOR GA. GAUGE MTL. METAL DISPENSER AND BACKGROUND OR SEPARATE PERMIT: MECHANICAL PERMIT PREDICATED ON ESTABLISHED WORK POINTS. FLOOR CORE LOCATIONS ARE THE SOLE RESPONSIBILITY OF THE FURNITURE VENDOR, ADJ. ADJUSTABLE EXP. EXPANSION MFR. MANUFACTURER SPEC. SPECIFICATION ELECTIRCAL PERMIT RECEPTACLE ©zois INTERIOR ARCHITECTS, INC., A CALIFORNIA CORPORATION. INCLUDING FIELD VERIFICATION OF LAYOUT. CTSK. CONTERSUNK GALV. GALVANIZED W. WEST REVISIONS A.F.F. ABOVE FINISH EXT. EXTERIOR MH. MANHOLE PLUMBING PERMIT ��*t y,- ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL FLOOR CNTR. COUNTER G.B. GRAB BAR SQ, SQUARE W/ WITH 1�� CI1an eS Shall be made to the s AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT MIN. MINIMUM LIFE SAFETY PERMIT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF F.A. FIRE ALARM Q.T. QUARRY TILE + r AGGR. AGGREGATE CT CERAMIC TILE G.C. GENERAL S.S. STAINLESS STEEL W.C. WATER CLOSET Qf work without priolr approval Of THE ARCHITECT. MIR. MIRROR Tukwila Building CORING O F POST TENSIONED SLAB AL. ALUMINIUM CTR. CENTER F.B. FLAT BAR CONCTRACTOR S.SK, SERVICE SINK WD. WOOD Division. APROX. APPROXIMATE F.C. FACE OF CURB GL. GLASS / GLAZING MISC. MISCELLANEOUS R RISER OR STA. STATION W/O WITHOUT T�:: �".ViSICi1S L'JIIJ require a new plan submittal GND. GROUND M.O. MASONRY RELOCATE STD. STANDARD W.O. WHERE OCCURS and may include additional fan review fees. (WHERE APPLICABLE ARCH. ARCHITECTUTRAL DBL. DOUBLE F.D. FLOOR DRAIN OPENING RAID. RADIUS P GR. GRADE STL. STEEL WP. WATERPROOF ASB: ASBESTOS DEOT. DEPARTMENT FDN. FOUNDATION MTD. MOUNTED R.I.ROOF DRAIN GYP. GYPSUM STOR. STORAGE WSCT. WAINSCOT ASPH. ASPHALT D.F. DRINKING F.E. FIRE GWB. GYPSUM WALL MUL. MULLION REF. REFERENCE STRL. STRUCTURAL WT. WEIGHT PROJECT DIRECTORY Drawn: Author Check: Checker Owner Approval: FOUNTAIN EXTINGUISHER 1. PRIOR TO CORING, DRILLING, OR PERFORMING SELECTIVE DEMOLITION INA MANNER THAT WILL COMPROMISE THE POST TENSIONED SLAB DET. DETAIL F.E.C. FIRE BOARD REFR. REFRIGERATOR SUSP. SUSPENDED STRUCTURAL INTEGRITY, PLEASE BE ADVISED AS FOLLOWS: BC BACK OF CURB RGfR. REGISTER BD. BOARD DIA. DIAMETER EXTINGUISHER (N) E SYM. SYMMETRICAL DIM. DIMENSION N.I.C.NOT IN CONTRACT CLIENT CABINET H.B. HOSE BIB RENF. REINFORCED Job No: 021 BECU.0003.000 C E (' " D REFERENCE STANDARDS: BITUM. BITUMINOUS NO.OR NUMBER BECU -CUSTOMER LENDING CITY O F T U � W I LA a. AMERICAN CONCRETE INSTITUTE (ACI) DISP. DISPENSER F.F. FINISHED FLOOR H.C. HOLLOW CAB RETD. REQUIRED T. TREAD BLDG. BUILDING # 13035 GATEWAY DRIVE, SUITE 113 a. AMERICAN SOCIETY E I BESTING &MATERIALS BLK. BLOCK DN. DOWN F.G. FINISHED GRADE HDWD. HARDWOOD RE31L. RESILIENT T.B. TOWEL BAR TUKWILA, WA 98168 NR. NUMBER c. INTERNATIONAL BUILDING CONFERENCE (ICBO) APPLICABLE UNIFORM BUILDING CODE STANDARDS. BLKG. BLOCKING D.O. DOOR OPENING F.H. FIRE HYDRANT HOWE. HARDWARE NOM. NOMINAL RN. ROOM T.B.D. TOBE DETERMINED RE USED FOR CLIENT REPRESENTATIVE MAR 16 2010 BM. BEAM F.H.C. FIRE HOSE HDWR. HARDWARE R.O. ROUGH OPENING T.C. TOP OF CONCRETE -OPE a PLIANCE JOHN OLSON, SENIOR PROJECT MANAGER ' d. POST -TENSIONING INSTITUTE (PTI) DR. DOOR N.T.S. NOT TO SCALE .. 2. OBTAIN FROM THE OWNER, BASE BUILDING STRUCTURAL DRAWINGS DOCUMENTING THE EXISTING POST -TENSIONED SLAB CONSTRUCTION B.O. BOTTOM OF DWR. DRAWER CABINET H.M. HOLLOW METAL RWD. REDWOOD TEL TELEPHONE a� OAC SERVICES, INC. 0 OVED LTfl ?ERMIT CENTE(; FIN. FINISH HORIZ. HORIZONTAL R.W.L. RAIN WATER TER. TERRAllO =. 701 DEXTER AVE NORTH, SUITE 301 AVAILABLE BOT. BOTTOM DS. DOWNSPOUT O.A. OVERALL B.R. BULLET RESISTANT D.S.P. DRY STANDPIPE FL. FLOOR HR. HOUR LEADER T.&G. TOUNGUE AND SEATTLE, WA 98109 PROJECT FLASH. FLASHING HT. HEIGHT OBS. OBSCURE GROOVE APR 0 i 2016 TEL 206-378-2963 3. LOCATE EXISTING POST -TENSIONED TENDONS, DISTRIBUTION PLATES, ANCHORAGES, INSERTS, COUPLING SYSTEMS, ETC. WITH X-RAY B.T.B.BACK TO BACK DWG. DRAWINGS O.C. ON CENTER S. SOUTH ARCHITECT. OF RECORD EQUIPMENT AND DOCUMENT LOCATIONS ON SLAB WITH SPRAY PAINT. LOCATE CORE LOCATIONS RELATIVE TO POST -TENSIONED TENDON FLUOR. FLUORESCENT HGT. HEIGHT THK. THICK FO AE' O.D. OUTSIDE S.A.F.B. SOUND IA INTERIOR ARCHITECTS Title: ON LOCATIONS. F.O. FACE OF T.O.C. TOP OF CURB E EXISTING DIAMETER (DIM.) �+� �f �uwf� 1001 FOURTH AVE, SUITE 3600 ' CAB. CABINET ATTENUATION - .�� ; , , DIVISION ,,, _ - ' 4. SHOP DRAWING: SUBMIT SHOP DRAWINGS STAMPED AND SIGNED BY STRUCTURAL ENGINEER SHOWING COMPLETE INFORMATION WITH C.B. CATCH BASIN (E) EXISTING F.O.C. FACE OF I.D. INSIDE DEAMETER OFF. OFFICE BLANKETS T.O.P. TOP OF PAVEMENT �IV�S+ SEATTLE WA 98154 CONCRETE (DIM.) T.P.D. TOILET PAPER n REGARD TO EXISTING POST -TENSIONED TENDON LOCATIONS IN THE VICINITY OF PROPOSED CORES INCLUDING, BUT NOT LIMITED TO, CORE CEM. CEMENT EA. EACH OPNG. OPENING S.C. SOLID CORE JEFFREY B. MILLER, AIA F.O.F. FACE OF FINISH INSUL. INSULATION DISPENSER CONTACT:. LOCATIONS REQUIRED FOR PLUMBING, FIRE PROTECTION, POWER, DATA & TELEPHONE FLOOR CORES. CER. CERAMIC E.J. EXPANSION JOINT OPP. OPPOSITE S.C.D. SEAT COVER '- 1 a 0 AN 5. CORING IS NOT ALLOWED WITHIN 24" OF PRE -STRESSING BEARING PLATES. C.I. CAST IRON EL. ELEVATION F.O.S. FACE OF STUDS INT, INTERIOR DISPENSER T.V. TELEVISION NANCY HEYWOOD, PROJECT MANAGER / 4 4 heet: JAN. JANITOR TEL 206-264-9195 0. h DEMOLITION NOTES 1. SUMMARY WORK NECESSARY FOR COMPLETE DEMOLITION INCLUDES FURNISHING LABOR FOR DEMOLITION, REMOVAL OF DEBRIS, PATCHING AS REQUIRED, CONTROL DUST, AND NECESSARY PERMITS. 2. HAZARDOUS MATERIALS IF ASBESTOS OR OTHER HAZARDOUS MATERIALS ARE DISCOVERED DURING CONSTRUCTION THE CONTRACTOR SHALL NOTIFY THE OWNER IN WRITING, THEN WAIT FOR DIRECTION FROM THE OWNER. OTHER MATERIALS AND WASTE IN ANY FORM AT THE PROJECT SITE MAY BE LOCATED ON THE PROJECT SITE, WHICH MAY INCLUDE, BUT NOT BE LIMITED TO ACBM, PCB'S OR OTHER TOXIC SUBSTANCES. 3. SCHEDULE SUBMIT SCHEDULE INDICATING PROPOSED SEQUENCE OF OPERATIONS FOR SELECTIVE DEMOLITION WORK TO ARCHITECT AND THEIR CONSULTANTS, AND THE OWNER'S REPRESENTATIVE CITY BUILDING OFFICIALS, AND BUILDING MANAGEMENT FOR REVIEW. INCLUDE COORDINATION FOR SHUT OFF, CAPPING, AND CONTINUATION OF UTILITY SERVICES AS REQUIRED TOGETHER WITH DETAILS FOR DUST AND NOISE CONTROL. PROVIDE DETAILED SEQUENCE OF DEMOLITION, FLOOR BY FLOOR, AND REMOVAL WORK TO ENSURE UNINTERRUPTED PROGRESS OF OWNER'S ON-SITE OPERATIONS, AND BUILDING OPERATIONS. 4. CONDITION OF STRUCTURES OWNER ASSUMES NO RESPONSIBILITY FOR ACTUAL CONDITION OF ITEMS OR STRUCTURES TO BE DEMOLISHED. CONDITIONS EXISTING AT THE TIME OF COMMENCEMENT OF CONTRACT WILL BE MAINTAINED BY OWNER INSOFAR AS PRACTICAL. VARIATIONS WITHIN STRUCTURE MAY OCCUR BY OWNER'S REMOVAL AND SALVAGE OPERATIONS PRIOR TO START OF SELECTIVE DEMOLITION WORK. 5. PARTIAL DEMOLITION AND REMOVAL STORAGE OF REMOVED ITEMS WILL BE PERMITTED AS DIRECTED BY THE OWNER. 6. PROTECTIONS PROVIDE PROTECTIVE BARRICADES, PROTECTIVE CANOPIES, AND OTHER FORMS OF PROTECTION AS REQUIRED TO PROTECT OWNER'S PERSONNEL AND GENERAL PUBLIC FROM INJURY DUE TO SELECTIVE DEMOLITION WORK. PROVIDE PROTECTIVE MEASURES AS REQUIRED TO PROVIDE FREE AND SAFE PASSAGE OF OWNER'S PERSONNEL, TENANT, THEIR EMPLOYEES AND THEIR INVITEES, AND GENERAL PUBLIC TO AND FROM OCCUPIED PORTIONS OF BUILDING. PROTECT FROM DAMAGE EXISTING FINISH WORK THAT IS TO REMAIN IN PLACE AND BECOMES EXPOSED DURING DEMOLITION OPERATIONS. PROTECT FLOORS WITH SUITABLE COVERINGS WHEN NECESSARY. CONSTRUCT TEMPORARY INSULATED SOLID DUST PROOF PARTITIONS WHERE REQUIRED TO SEPARATE AREAS WHERE NOISY OREXTENSIVE DIRT OR DUST OPERATIONS ARE PERFORMED. EQUIP PARTITIONS WITH DUST PROOF DOORS AND SECURITY LOCKS IF REQUIRED. PROVIDE TEMPORARY WEATHER PROTECTION WHEN APPLICABALE DURING INTERVAL BETWEEN DEMOLITION AND REMOVAL OF EXISTING CONSTRUCTION ON EXTERIOR SURFACES AND INSTALLATION OF NEW CONSTRUCTION TO ENSURE THAT NO WATER LEAKAGE OR DAMAGE OCCURS TO STRUCTURE OR INTERIOR AREAS OF EXISTING BUILDING. REMOVE PROTECTIONS AT COMPLETION OF WORK. 7. DAMAGES PROMPTLY REPAIR DAMAGES CAUSED TO ADJACENT FACILITIES BY DEMOLITION WORK AT NO ADDITIONAL COST TO OWNER. 8. TRAFFIC CONDUCT SELECTIVE DEMOLITION OPERATIONS AND DEBRIS REMOVAL IN A MANNER TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, WALKS, AND OTHER ADJACENT OCCUPIED OR USED FACILITIES. 9. UTILITY SERVICES MAINTAIN EXISTING FIRE PROTECTION SYSTEM AND UTILITIES TO REMAIN, KEEP IN SERVICE, IDENTITY, AND.PROTECT AGAINST DAMAGE DURING DEMOLITION OPERATIONS. PROVIDE TEMPORARY LIGHT AND POWER AS REQUIRED. SEE DRAWINGS FOR EXISTING STANDPIPE LOCATIONS. REMOVAL OF ANY EQUIPMENT, CABLING SWITCHES, AND CONDUIT PERTAINING TO DATAICOMMUNICATIONS AND TELEPHONE SHALL BE VERIFIED WITH TELEPHONE COMPANIES SERVICE OWNER OR TENANT DATA/COMMUNICATIONS REPRESENTATIVE AS REQUIRED TO PREVENT NEW CONSTRUCTION DELAYS. REMOVE TO SOURCE ALL PIPES, VENTS, APPLIANCES, OR DRAINS NOT BEING RE -USED. 10. ENVIRONMENTAL CONTROLS USE TEMPORARY ENCLOSURES AND OTHER SUITABLE METHODS TO ISOLATE DUST AND DIRT RISING AND SCATTERING. COMPLY WITH BUILDING MANAGEMENT REGULATIONS AND GOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION. 11. INSPECTION PRIOR TO COMMENCEMENT OF SELECTIVE DEMOLITION WORK, INSPECT AREAS IN WHICH WORK WILL BE PERFORMED IF NECESSARY. PHOTOGRAPH EXISTING CONDITIONS TO STRUCTURE SURFACES, EQUIPMENT, OR TO SURROUNDING PROPERTIES WHICH COULD BE MISCONSTRUCTED AS DAMAGE RESULTING FROM DEMOLITION WORK. FILE WITH OWNER PRIOR TO STARTING WORK. 12. PREPARATION CONTRACTOR IS SOLELY RESPONSIBLE FOR ANY INTERIOR AND EXTERIOR SHORING, BRACING, OR SUPPORT TO PREVENT MOVEMENT, SETTLEMENT, OR COLLAPSE OF STRUCTURES TO BE DEMOLISHED AND ADJACENT FACILITIES TO REMAIN. WORK SHALL BE DONE UNDER THE SUPERVISION OF A LICENSED STRUCTURAL ENGINEER PROVIDED BY THE CONTRACTOR AT THE PROJECT SITE. CONTRACTOR SHALL CEASE OPERATIONS AT HIS/HER DISCRETION AND NOTIFY OWNER AND BUILDING MANAGEMENT IMMEDIATELY IF SAFETY OF STRUCTURE APPEARS TO BE ENDANGERED. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS AS DIRECTED BY THE CONTRACTORS LICENSED STRUCTURAL ENGINEER TO SAFELY SUPPORT THE STRUCTURE UNTIL A DETERMINATION IS MADE FOR CONTINUING THE WORK AS DIRECTED BY THE CONTRACTORS LICENSED STRUCTURAL ENGINEER. TAKE PRECAUTIONS TO SUPPORT STRUCTURE UNTIL DETERMINATION IS MADE FOR CONTINUING OPERATIONS. CONTRACTOR IS SOLELY RESPONSIBLE FOR DEMOLITION MEANS AND METHODS. 13. COVER AND PROTECT COVER AND PROTECT FURNITURE, EQUIPMENT AND FIXTURES, AND OTHER ITEMS TO REMAIN FROM SOILING OR DAMAGE WHEN DEMOLITION WORK IS PERFORMED IN ROOMS OR AREAS FROM WHICH SUCH ITEMS HAVE BEEN REMOVED. 14. CLEAN UP AT COMPLETION OF DEMOLITION WORK, THE CONSTRUCTION AREAS SHALL BE LEFT IN BROOMED AND CLEAN CONDITION. CARPETED AREAS TO BE LEFT IN A VACUUM CLEAN CONDITION. VINYL FLOORING SHALL BE DAMP MOPPED AT THE END OF EACH WORK DAY. ALL DEBRIS AND MISCELLANEOUS MATERIAL SHALL BE REMOVED AT THE END OF EACH WORK DAY. 15. FREIGHT ELEVATOR DEBRIS REMOVAL MUST BE PERFORMED USING THE FREIGHT ELEVATOR. CONTACT THE BUILDING MANAGEMENT OFFICE TO OBTAIN SCHEDULE FOR THE USE OF THE FREIGHT ELEVATOR PRIOR TO SUBMITTING BID. ALL DEBRIS REMOVAL SHALL BE PERFORMED IN ACCORDANCE WITH BUILDING MANAGEMENT REQUIREMENTS AND PROCEDURES. 16. EXISTING ELECTRICAL IN PARTITIONS TO BE REMOVED, REMOVE AND CAP ALL OUTLETS, SWITCHES, WIRES, THERMOSTATS, ETC. TO THEIR SOURCE AS REQUIRED. ALL EXISTING FLOOR MOUNTED OUTLETS, WHERE NOTED TO BE REMOVED OR RELOCATED, SHALL BE CAPPED OFF TO THE NEAREST JUNCTION BOX, FILL AND LEVEL FLOOR T0 ACCEPT NEW FLOOR COVERING. REMOVAL OF ANY EQUIPMENT, CABLING SWITCHES, AND CONDUIT PERTAINING TO DATA/COMMUNICATIONS AND TELEPHONE SHALL BE VERIFIED WITH TELEPHONE COMPANIES, SERVICE OWNER, OR TENANT DATA/COMMUNICATIONS REPRESENTATIVE AS REQUIRED TO PREVENT NEW CONSTRUCTION DELAYS. 17. PATCHING CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHING AND/OR REPAIRING ANY DAMAGE CAUSED BY IT OR ITS SUBCONTRACTORS TO EXISTING CONSTRUCTION IN ELEVATOR LOBBY, PUBLIC CORRIDORS, RESTROOMS, OR TENANT SPACES. REFINISH TO MATCH EXISTING ADJACENT FINISH, OR AS NOTED HEREIN. 18. PIPES AND VENTS REMOVE TO SOURCE ALL ANCILLARY PIPES, VENTS, APPLIANCES AND DRAINS SCHEDULED FOR DEMOLITION. WHERE APPLICABLE, CAP AT RISER AND FIRESAFE PER UL EXISTING PENETRATIONS. 19. FLOORING REMOVE ALL EXISTING IRREGULAR MATERIALS WHICH CAUSE RISES AND DEPRESSIONS IN FLOORING SURFACE, SUCH AS FASTENERS, OUTLET CORES, COVER PLATES, RESILIENT FLOOR COVERINGS, CARPET, CARPET PAD, FLASH PATCH, CONCRETE FILL, PLYWOOD, ETC. 20. WALL COVERING SHOULD PAPER LAYER OF EXISTING GYP BD BE DAMAGED, REMOVE AND REPLACE EXISTING GYP BD AT SCHEDULED WALL COVERING REMOVAL, LOCATIONS. 21. DEMOLITION DEMOLITION IS NOT NECESSARILY LIMITED TO WHAT IS SHOWN ON DRAWINGS. THE INTENT IS TO INDICATE THE GENERAL SCOPE OF DEMOLITION REQUIRED TO COMPLETE THE WORK HEREIN. IF QUESTIONS ARISE AS TO THE REMOVAL OF ANY MATERIAL IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, CLARIFY THE POINT IN QUESTION WITH THE ARCHITECT BEFORE PROCEEDING. 22. STAIRWAYS STAIRWAYS MUST REMAIN ACCESSIBLE INCLUDING A CLEAR PATH OF EGRESS AT ALL TIMES DURING DEMOLITION. 23. GRAPHICS REMOVE EXISTING SIGNAGE/GRAPHICS AND STORE FOR RE -USE WHERE APPLICABLE. 24. FIRE AND LIFE SAFETY SYSTEM NO EXISTING SMOKE DETECTOR, PUBLIC ADDRESS SPEAKER, FIRE ALARM BOX, OR SIMILAR DEVICE, INCLUDING THE ASSOCIATED WIRING, SHALL BE DAMAGED DURING DEMOLITION AND SUBSEQUENT CONSTRUCTION. RELOCATION OF SMOKE DETECTORS, PUBLIC ADDRESS SPEAKERS, AND FIRE ALARM EQUIPMENT, NECESSITATED BY NEW CONSTRUCTION, SHALL BE ACCOMPLISHED AS A FIRST PRIORITY, AND PER THE PLANS. NO ACTIVE SMOKE DETECTOR SHALL BE COVERED OR OTHERWISE REMOVED OR USED FOR OTHER THAN ITS INTENDED PURPOSE. 25. CONSTRUCTION WASTE MANAGEMENT: WHERE LOCAL GREEN BUILDING ORDINANCE DOES NOT DICTATE TO THE CONTRARY AND LEED CERTIFICATION IS NOT REQUIRED BY THE OWNER; • REDIRECT CONSTRUCTION, DEMOLITION & PACKAGING DEBRIS TO SOURCES OTHER THAN LANDFILL. • STRATEGIES MAY INCLUDE: • REDIRECT PACKAGING DEBRIS BACK TO THE MANUFACTURER. • DONATE SALVAGEABLE MATERIALS TO A RECLAMATION SITE OR NON-PROFIT CHARITY SUCH AS HABITAT FOR HUMANITY. • DESIGNATE RECYCLING AREAS DURING DEMOLITION AND CONSTRUCTION, • IDENTIFY CONSTRUCTION HAULERS & RECYCLERS TO HANDLE THE DESIGNATED MATERIALS AS INTENDED. • CONTACT A REGIONAL CARPET RECLAMATION FACILITY FOR SALVAGE OF CARPETING 26. THERMOSTATS IN PARTITIONS TO BE REMOVED, ALL THERMOSTATS CONTROLS TO BE TAGGED FOE RELOCATION. GENERAL CONTRACTOR TO REQUEST IN WRITING FOR REVISED CONTROL LOCATIONS PRIOR TO COMPLETION OF CONSTRUCTION, PARTITION PLAN NOTES 1. DIMENSIONS DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS GOVERN. ALL PARTITION LOCATIONS SHALL BE AS SHOWN ON PARTITION PLAN. IN CASE OF CONFLICT, NOTIFY ARCHITECT. PARTITION PLAN BY ARCHITECT TAKES PRECEDENCEOVER ALL OTHER PLANS. 2. PARTITIONS ALL GYPSUM BOARD PARTITIONS SHALL BE TAPED AND SANDED SMOOTH WITH NO VISIBLE JOINTS OR LINES. ALL SCREWS OR OTHER ATTACHMENI DEVICES SHALL BE PATCHED AND NOT VISIBLE. PATCH AND REPAIR SURFACES TO MATCH ADJACENT OR ADJOINING SURFACES WHERE REQUIRED. ALL SURFACES SHALL BE ALIGNED AND SANDED SMOOTH. 3. DIMENSION REFERENCE POINTS ALL PARTITIONS ARE DIMENSIONED FROM FINISH FACE OF GYPSUM BOARD TO FINISH FACE OF GYPSUM BOARD, U.O.N. ALL DIMENSIONS MARKED "CLEAR" OR "CLR" SHALL BE MAINTAINED AND SHALL ALLOW FOR THICKNESS OF ALL WALL FINISHES, U.O.N. ALL DIMENSIONS TO THE EXTERIOR WINDOW WALL ARE TO THE INSIDE FACE OF WINDOW FRAME ASSEMBLY, U.O.N. 4. CLEAR DIMENSIONS DIMENSIONS NOTED "CLEAR" OR "CLR" MUST BE ACCURATELY MAINTAINED, AND SHALL NOT VARY MORE THAN ±1/8" WITHOUT WRITTEN INSTRUCTION FROM ARCHITECT. 5. DIMENSION TOLERANCES DIMENSIONS TOLERANCES SHALL NOT EXCEED (LOCAL JURISDICTION CODE DEFINED CRITERIA). VERIFY FIELD DIMENSIONS EXCEEDING TOLERANCE WITH THE ARCHITECT AND SECURE ARCHITECT'S APPROVAL. 6. DISCREPANCIES NOTIFY ARCHITECT IN WRITING OF ANY DISCREPANCIES OR CONFLICTS IN THE LOCATION(S) OF NEW CONSTRUCTION. UPON COMPLETION OF PARTITION OF THE LAYOUT, NOTIFY THE ARCHITECT. VERIFICATION OF THE LAYOUT TO BE PROVIDED BY THE ARCHITECT PRIOR TO PARTITION INSTALLATION.FOR BID PRICING, G.C. TO PRICE HIGHER OPTION REQUIRED BY ANY DISCREPANCY NOTED IN CONTRACT DOCUMENTS. NOTIFY ARCHITECT FOR FINAL SCOPE DECISION FOR THESE ITEMS PRIOR TO PURCHASING. 7. EXPOSED EDGES ALL EXPOSED GYPSUM BOARD EDGES TO HAVE METAL EDGE TRIM. 8. ALIGNMENT ALL WORK SHALL BE ERECTED AND INSTALLED PLUMB, LEVEL, SQUARE AND TRUE, AND IN PROPER ALIGNMENT. "ALIGN" MEANS TO ACCURATELY LOCATE FINISHED FACES IN THE SAME PLANE. 9. MILLWORK REFER TO MILLWORK SHOP DRAWINGS FOR SPECIFIC DETAILS OF COORDINATION BETWEEN DRYWALUMILLWORK CONDITIONS. 10. CEILING HEIGHT PARTITIONS REFER TO REFLECTED CEILING PLANS FOR SOFFITS, CEILING HEIGHTS, AND PLENUM BARRIER LOCATIONS. 11. NOTES AND REFERENCES REFER TO SHEET A-1.0 FOR ADDITIONAL NOTES, LEGENDS, SYMBOLS, ABBREVIATIONS, AND SCHEDULES. 12. ELECTRICAL WORK REFER TO POWER & SIGNAL AND REFLECTED CEILING PLANS FOR LOCATIONS OF SWITCHES, OUTLETS, AND THE LIKE TO BE REMOVED. PATCH AND REPAIR PARTITION TO MATCH ADJACENT SURFACE AND FINISH. 13. ARCHITECT APPROVAL OBTAIN APPROVAL FROM ARCHITECT PRIOR TO MODIFYING COLUMN FURRING, RELOCATING PIPES, AND SIMILAR SYSTEMS AND ITEMS, ADJUSTING ANY AND ALL OTHER FIELD CONDITIONS REQUIRED TO FIT PLANS. 14. SLAB WORK ALL EXISTING AND NEW UL RATED FLOOR SLAB PENETRATIONS FOR PIPING AND CONDUIT SHALL BE FULLY PACKED AND SEALED IN ACCORDANCE WITH THE APPLICABLE BUILDING AND FIRE CODES. 15. DOOR CLEARANCES TRIM THE BOTTOMS OF DOORS TO CLEAR THE TOP OF FINISHED FLOOR, AS APPLICABLE, BY 1/4" INCH MAXIMUM, U.O.N. VERIFY SLAB CONDITIONS AND TRIM EACH DOOR TO FIT CONDITIONS. WHERE RADICAL VARIATIONS IN FLOOR ELEVATION EXIST, DOORS SHALL BE ORDERED WITH BOTTOM STILE SIZED TO ACCOMMODATE THESE UNDERCUT CONDITIONS. 16. GLASS WORK ALL GLASS SHALL BE CLEAR TEMPERED GLASS, U.O.N. GLAZING TONG MARKS SHALL NOT BE VISIBLE. CLEAN AND POLISH ALL GLASS PRIOR TO PROJECT DELIVERY. 17. CEILING HEIGHT PARTITIONS CEILING HEIGHT PARTITIONS SHALL BE INSTALLED TIGHT TO FINISHED CEILING; WITH NO JOINTS VARYING MORE THAN 1/8" OVER 64" AND NO JOINTS GREATER THAN 3/16", U.O.N. 18. DOOR DIMENSIONS DIMENSIONS LOCATING DOORS ARE TO THE INSIDE EDGE OF JAMB, U.O.N. ALL INTERIOR DOORS SHALL HAVE MIN. V-6" CLEAR ON STRIKE/PULL SIDE OF DOOR. VERIFY AND ADVISE ARCHITECT OF EXCEPTIONS PRIOR TO CLOSING OUT PARTITIONS. ALL EXTERIOR DOORS TO HAVE 24" CLEAR ON STRIKE/PULL SIDE OF DOOR U.O.N. 19. MILLWORK ALL MILLWORK TO BE FASTENED TO THE PARTITION. PROVIDE BLOCKING FOR ALL MILLWORK NOT SUPPORTED BY SLABS OR ABOVE 44" HEIGHT. ALL CONCEALED LUMBER AND BLOCKING TO BE FIRE TREATED. 20. WHERE NOT STATED IN THE SHEET SPECIFICATIONS AND THERE IS NO PROJECT MANUAL, AT A MINIMUM PROVIDE SHOP DRAWINGS FOR: MILLWORK DOORS/FRAM ES/HARDWARE GLAZING CARPET SEAMING DIAGRAM FABRIC WRAPPED PANELS DEMOUNTABLE PARTITIONS SPECIAL CONSTRUCTION 21. PATCH AND REPAIR AT ALL PERIMETER CONDITIONS WHERE DEMO OCCURS SHALL BE PATCHED AND REPAIRED. ALL EXISTING WALLS DAMAGED SHALL BE REPAIRED REQUIRED TO RECEIVE SCHEDULED FINISH. 22. GYPSUM WALLBOARD ASSEMBLIES: WHERE LOCAL GREEN BUILDING ORDINANCE DOES NOT DICTATE TO THE CONTRARY AND LEED CERTIFICATION IS NOT REQUIRED BY THE OWNER; STEEL FRAMING: MINIMUM RECYCLED CONTENT SHALL INCLUDE 50/ POST -CONSUMER RECYCLED CONTENT LAMINATING ADHESIVE: ADHESIVE C JOINT COMPOUND RECOMMENDED FOR DIRECTLY ADHERING GYPSUM PANELS TO CONTINUOUS SUBSTRATE. ADHESIVES SHALL HAVE A VOC CONTENT OF 50 G/L OR LESS WHEN CALCULATED ACCORDING TO 40 CFR 59, SUBPART D (EPA METHOD 24). GYPSUM WALLBOARD: RECYCLED CONTENT SHOULD BE A PRIORITY, LOCALLY MANUFACTURED PRODUCTS SHALL BE SOURCED WHERE POSSIBLE. REFLECTED CEILING PLAN NOTES 1. COORDINATION GC TO COORDINATE THE WORK OF ALL TRADES INVOLVED IN THE CEILING WORK TO INSURE CLEARANCES FOR FIXTURES, DUCTS, PIPING, CEILING SUSPENSION SYSTEM, ETC, NECESSARY TO MAINTAIN THE FINISHED CEILING HEIGHTS. SEE REFLECTED CEILING PLANS FOR FINISHED CEILING HEIGHTS. VERIFY INFIELD. 2. PERIMETER CEILING ANGLES PERIMETER CEILING ANGLE, WHERE OCCURS, SHALL BE INSTALLED TIGHT TO VERTICAL SURFACES, FREE FROM CURVES, BREAKS, OR OTHER IRREGULARITIES, AND PAINTED TO MATCH CEILING FINISH, 3. FIXTURE TRIM FURNISH AND INSTALL ALL FIXTURES, ASSOCIATED TRIM, FIXTURE LAMPS, AND SEISMIC BRACING AS REQUIRED. 4. FIXTURE LOCATIONS LIGHT FIXTURES, EXIT SIGNS, SPRINKLERS, AND OTHER CEILING ELEMENTS SHALL BE LOCATED IN CENTER OF INDIVIDUAL CEILING TILE, U.O.N. ALL SWITCHES AND DIMMERS SHALL BE LOCATED 48" ABOVE FINISHED FLOOR TO CENTER OF SWITCH, U.O.N. MULTIPLE SWITCHES AT ONE LOCATION SHALL BE GANGED TOGETHER AND FINISHED WITH ONE COVER PLATE, U.O.N. 5. CEILING ACCESS PROVIDE CEILING ACCESS AS REQURED FOR EQUIPMENT AND SYSTEM MAINTENANCE, AND MATCH ADJACENT CEILING FINISH, U.O.N. 6. SOFFITS AND CEILING HEIGHTS DIMENSIONS ALL SOFFITS AND CEILING HEIGHTSARE DIMENSIONED FROM TOP OF FINISHED FLOOR TO BOTTOM OF FINISHED GYPBOARD OR CEILING TILE AND SHALL ALLOW FOR THICKNESS OF ALL FLOOR FINISHES. 7. COORDINATION THE REFLECTED CEILING PLAN INDICATES THE LOCATION OF CEILING HEIGHTS, LIGHT TYPES, LIGHT FIXTURES, SWITCH LOCATIONS, AND ASSOCIATED ITEMS. REFER TO DESIGN -BUILD MEP DRAWING DOCUMENTS FOR CIRCUITING, WIRING LAYOUT, AND ADDITIONAL INFORMATION. 8. DISCREPANCIES IN THE EVENT OF DISCREPANCIES BETWEEN THE ARCHITECT'S REFLECTED CEILING PLAN AND THE DESIGN -BUILD MEP PLANS, IMMEDIATELY NOTIFY THE ARCHITECT IN WRITING BEFORE ORDERING MATERIALS OR PROCEEDING WITH WORK. 9. PLENUM ALL SPECIFIC INFORMATION CONCERNING INSTALLATION OF VARIOUS ABOVE -CEILING ELEMENTS ARE TO BE FOUND IN THE HVAC, PLUMBING, FIRE PROTECTION, ELECTRICAL, AND LIGHTING DRAWINGS. 10. CONFLICT NOTIFY ARCHITECT OF ANY CONFLICTS OF LIGHT FIXTURE LOCATIONS WITH MAIN RUNNERS, DUCTS, STRUCTURES, HVAC, AND/OR (E)CONDUIT, PRIOR TO FRAMING FOR LIGHTS. ANY DISCREPANCIES BETWEEN ARCHITECT'S CEILING GRID LOCATION AND ACTUAL FIELD CONDITIONS ARE TO BE CLARIFIED WITH THE ARCHITECT PRIOR TO FRAMING. 11. FIXTURE LAYOUT SUBMIT GRILLE, SPRINKLER, THERMOSTAT, AND OTHER FIXTURE AND ELEMENT LAYOUTS TO THE ARCHITECT FOR REVIEW AT LEAST 2 WEEKS PRIOR TO INSTALLATION. 12. FIELD VERIFICATION OF WORK VERIFY FIELD CONDITIONS AND LOCATIONS OF ALL PLUMBING, MECHANICAL DUCTS, STRUCTURAL ELEMENTS, AND ANY AND ALL OTHER APPLICABLE ITEMS; INSTALL APPLICABLE NEW PLUMBING, MECHANICAL FANS, DUCTS, CONDUITS, AND OTHER RELATED AND APPURTENANT ITEMS SO AS TO NOT CONFLICT WITH LUMINAIRES AND ANY AND ALL FIELD CONDITIONS. 13. UL RATED ASSEMBLIES FURNISH AND INSTALL UNDERWRITERS LABORATORIES INC. (UL) LABELED DEVICES THROUGHOUT. 14. LIGHTING FIXTURES INSTALL LIGHT FIXTURES WITH PROTECTIVE FILM OR SIMILAR COVER OVER LOUVER, LENS, BAFFLE, AND THE LIKE, TO AVOID FIXTURE SOILING OR DAMAGE; FIXTURES SHALL BE MAINTAINED CLEAN AND AS NEW; LAMPS SHALL BE NEW AT PROJECT COMPLETION. 15. LIFE SAFETY DEVICES REFER TO DESIGN -BUILD LIFE -SAFETY DRAWINGS FOR ALL LIFE SAFETY DEVICES REQUIRED BY CODE AND ALL EMERGENCY LIGHT FIXTURES. ARCHITECTURAL DRAWINGS SHALL GOVERN LOCATION OF THESE DEVICES. COORDINATE LOCATION OF DEVICES WITH ALL ARCHITECTURAL DOCUMENTS PRIOR TO INSTALLATION OF BACK BOXES. REVIEW ALL ARCHITECTURAL AND DESIGN -BUILD LIFE -SAFETY DOCUMENTS AND NOTIFY ARCHITECT OF ANY CONFLICTS. GENERAL CONTRACTOR TO COORDINATE AND VERIFY LOCATIONS OF EXISTING DEVICES TO REMAIN WITH ARCHITECTURAL PLANS AND NOTIFY ARCHITECT OF ANY CONFLICTS DURING THE ROUGH -IN PHASE OF PROJECT. 17. WALL SWITCH LOCATIONS TO BE COORDINATED WITH FURNITURE AND WALL MOUNTED EQUIPMENT LOCATIONS PRIOR TO BOX ROUGH -INS. NOTIFY ARCHITECT OF ANY CONFLICTS PRIOR TO INSTALLATION OF ROUGH -INS. 18. DESIGN -BUILD DOCUMENTS REFER TO DESIGN -BUILD PLANS FOR ADDITIONAL NOTES AND SPECIFICATIONS. 19. SUSPENDED CEILING GRID LAYOUT CENTER FULL TILES IN ROOM IN BOTH DIRECTIONS AS INDICATED ON DRAWINGS UNLESS DIMENSIONED OR NOTED OTHERWISE. wHERE POSSIBLE AVOID USE OF LESS THAN 1/2 TILES UNLESS SHOWN OTHERWISE ON ARCHTIECT'S DRAWINGS. VMWED FOR RE CIPLIANCE APPROVE® APR 0 7 2016 Pity of Tukwila . BUILDING DIVISION DOOR NOTES 1. DOOR SCHEDULE REFER TO DOOR SCHEDULE FOR ALL DOOR/HARDWARE SPECIFICATIONS. 2. FIELD MEASURE FIELD MEASURE FLOOR TO CEILING DOORS FOR PROPER FIT. 3. SLOPE EXTERIOR LEVEL LANDING MAY SLOPE UP TO 1/4" PER FOOT MAX. IN ANY DIRECTION FOR SURFACE DRAINAGE. 4. THRESHOLDS THE FLOOR OR LANDING SHALL NOT BE MORE THAN 1/2" LOWER THAN THE THRESHOLD OF THE DOORWAY. BEVEL (1:2 MAX. SLOPE) WHERE THE THRESHOLD EXCEEDS 1/4" IN HEIGHT. 5. DOOR OPENINGS DOOR OPENINGS IN PARTITIONS NOT DIMENSIONED ARE TO BE LOCATED WITHIN 4" OF ADJOINING PARTITION, U.O.N, 6. GLASS ALL GLASS IN DOORS SHALL BE TEMPERED SAFETY GLASS, U.O.N. 7. HOLLOW METAL DOORS HOLLOW METAL DOORS SHALL BE FINISHED WITH SEMI -GLOSS PAINT. REFER TO FINISH SCHEDULE FOR ADDITIONAL INFORMATION. S. EXIT CORRIDORS DOORS OPENING INTO REQUIRED EXIT CORRIDORS DO NOT RESTRICT THE REQUIRED WIDTH WHEN OPENED IN ANY POSITION, 9. DOOR SWINGS ALL DOORS REQUIRED AS EXITS SHALL SWING IN THE DIRECTION OF TRAVEL. 10. WOOD SPECIES FOR DOOR FACINGS PROVIDE DOORS MADE WITH ADHESIVES AND COMPOSITE WOOD PRODUCTS WHERE POSSIBLE THAT DO NOT CONTAIN UREA FORMALDEHYDE. 11. WOOD ORIGINS: ALL WOOD UTILIZED ON THE JOB (SOLID LUMBER AND TIMBER PANEL PRODUCTS PLUS FINISHED WOOD) SHOULD ORIGINATE FROM REGIONAL SOURCES AND FROM CERTIFIED AND SUSTAINABLE SOURCES (SUCH AS SUSTAINABLE FORESTRY INITIATIVE, CSA, FORESTRY STEWARDSHIP COUNCIL, OR AMERICAN TREE FARM SYSTEMS). 12. ADHESIVES & SEALANTS: THE VOC CONTENT OF ADHESIVES AND SEALANTS USED SHALL BE LESS THAN THE CURRENT VOC CONTENT LIMITS OF THE US EPA. SPRINKLER NOTES I 1. LAYOUT SEE DESIGN BUILD ENGINEERING DRAWINGS FOR LOCATION OF RISERS, MAINS, HEADS, BRANCH PIPING, ETC., AND ALL WORK REQUIRED TO COMPLETE THIS PROJECT. SUBMIT PLANS TO OWNER AND OBTAIN THEIR REVIEW PRIOR TO COMMENCEMENT OF ANY SPRINKLER WORK. PROVIDE ACCESS PANELS WHERE REQUIRED, COORDINATE LOCATIONS.WITH ARCHITECT PRIOR TO START OF WORK. 2. FIRE WATCH G.C. SHALL BE RESPONSIBLE FOR TEMPORARY FIRE WATCH AND ALL PROTECTIVE MEASURES REQUIRED BY OWNER WHEN SYSTEM IS MADE INACTIVE TO ACCOMMODATE SPRINKLER WORK. 3. TESTS AND INSPECTIONS G.C. SHALL BE RESPONSIBLE FOR ALL FINAL TESTS AND INSPECTIONS OF COMPLETED WORK REQUIRED BY THE OWNER PRIOR TO OCCUPANCY OF SPACE. G.C. SHALL PROPERLY TEST AND INSPECT EXISTING SPRINKLER SYSTEM PRIOR TO COMMENCEMENT OF WORK, AND SHALL NOTIFY BUILDING OWNER AND ARCHITECT IMMEDIATELY IF REPAIR WORK OF EXISTING SPRINKLER SYSTEM IS REQUIRED. 4. TEMPORARY DISCONNECT G.C. SHALL COORDINATE ARRANGEMENTS FOR TEMPORARY DISCONNECT AND RECONNECT OF FIRE SYSTEMS WITH OWNER. 5. PERMITS AND APPROVALS G.C. SHALL BE RESPONSIBLE FOR OBTAINING PERMITS AND APPROVALS REQUIRED BY BUILDING INSPECTORS AND FIRE MARSHAL IN CONJUNCTION WITH CHANGES TO EXISTING SPRINKLER SYSTEM. 6. LOCATIONS ALL SPRINKLER HEADS (BUILDING STANDARD TYPE) UNLESS NOTED OTHERWISE, SHALL BE INSTALLED IN THE CENTER OF CEILING TILES. ANY DEVIATION TO THIS NOTE MUST BE REVIEWED WITH BUILDING OWNER PRIOR TO PROCEEDING WITH WORK. PROVIDE CONCEALED HEADS AT ALL GYP. BD. CEILINGS. CENTER HEADS WITH ADJACENT DEVICES AT GYPSUM BOARD CEILING IN PUBLIC AREAS SUCH AS LOBBIES, RECEPTIONS, AND CONFERENCE ROOMS. THESE DEVICES INCLUDE BUT NOT LIMITED TO SPEAKERS, EXIT SIGNS, SMOKE DETECTORS, MOTION SENSORS, AND ACCESS PANELS. I HARDWARE NOTES I 1. LOCKSETS ALL LOCKSETS SHALL HAVE LIPS OF SUFFICIENT LENGTH TO CLEAR TRIM AND PROTECT CLOTHING. 2. COORDINATION GENERAL CONTRACTOR TO COORDINATE HARDWARE PURCHASE, SPECIFICATION, AND INSTALLATION WITH BUILDING MANAGEMENT. 3. KEYING KEYING OF CYLINDER LOCKS SHALL BE COORDINATED WITH THE OWNER; FOR ESTIMATE USE GRANDMASTER KEYING CHARGE. UNDER OWNER'S DIRECTION, KEY TO NEW OR EXISTING SYSTEM TO BE APPROVED BY OWNER'S REPRESENTATIVE IN WRITING. FURNISH CONSTRUCTION KEY SYSTEM WITH KEYS WHICH CAN BE RENDERED INOPERATIVE BY THE TURN OF THE CHANGE KEY. STAMP ALL KEYS "DO NOT DUPLICATE". FOR PROTECTION OF THE OWNER, ALL LOCKS AND CYLINDERS SHALL BE KEYED AT THE FACTORY OF THE LOCK MANUFACTURER WHERE PERMANENT RECORDS ARE MAINTAINED. 4. HINGES FURNISH TWO PAIR HINGES PER LEAF, U.O.N. FURNISH HINGES WITH STAINLESS STEEL PINS AND CONCEALED BEARINGS. SIZE LISTED IN HARDWARE SETS INDICATE HEIGHT. 5. SILENCERS FURNISH SILENCERS FOR ALL INTERIOR FRAMES: 3 FOR SINGLE DOORS, 4 FOR PAIR OF DOORS. OMIT WHERE SOUND OR LIGHT SEAL OCCURS. 6. LOCKS LOCK TO BE 38" FROM BOTTOM OF DOOR TO CENTER OF LEVER U.N.O. 7. INSTALLATION: A, INSTALL EACH HARDWARE ITEM PER MANUFACTURERS INSTRUCTIONS AND RECOMMENDATIONS. DO NOT INSTALL SURFACE MOUNTED ITEMS UNTIL FINISHES HAVE BEEN COMPLETED ON THE SUBSTRATE. SET UNITS LEVEL, PLUMB, AND TRUE TO LINE AND LOCATION. ADJUST AND REINFORCE THE ATTACHMENT SUBSTRATE AS NECESSARY FOR PROPER INSTALLATION AND OPERATION. B. ADJUST AND CHECK EACH OPERATING ITEM OF HARDWARE AND EACH DOOR TO ENSURE PROPER OPERATION OR FUNCTION OF EVERY UNIT. REPLACE UNITS WHICH CANNOT BE ADJUSTED TO OPERATE FREELY AND SMOOTHLY. 8. FAILSAFE ALL ELECTRONIC HARDWARE SHALL BE FAILSAFE AND TIED INTO THE LIFE SAFETY SYSTEM UNLESS OTHERWISE NOTED. SEE DOOR SCHEDULE, HARDWARE GROUPS AND SEQUENCE OF OPERATION FOR COMPLETE OPERATION. 9. ELECTRONIC HARDWARE ALL EXIT DOORS SCHEDULED WITH ELECTRONIC HARDWARE SHALL UNLOCK UPON THE ACTUATION OF A LIFE SAFETY DEVICE. ALL DOORS REQUIRED AS EXITS WITH ELECTRONIC HARDWARE UNLOCK UPON THE LOSS OF POWER CONTROLLING THE LOCK OR LOCK MECHANISM. ALL DOORS REQUIRED AS EXITS WITH ELECTRONIC HARDWARE SHALL HAVE THE CAPABILITY OF BEING UNLOCKED BY A SIGNAL FROM THE FIRE COMMAND CENTER IN HIGHRISE BUILDINGS WHERE APPLICABLE. SEE DOOR SCHEDULE, HARDWARE GROUPS AND SEQUENCE OF OPERATION FOR COMPLETE DESCRIPTION. 10. DELAYED EGRESS ELECTRIC HARDWARE EMERGENCY LIGHTING AND AUDIBLE ALARM SHALL BE PROVIDED AT ALL DOORS REQUIRED AS EXITS WITH DELAYED EGRESS ELECTRIC HARDWARE. ALARM SHALL NOTIFY TENANT FLOOR AND CUSTOMER'S BURGLAR ALARM SYSTEM. 11. DOOR HANDLES ALL DOORS WITH LOCK SETS AND LATCH SETS SHALL HAVE A LEVER HANDLE. 12. MOUNTING HEIGHTS HAND -ACTIVATED DOOR OPENING HARDWARE MUST BE MOUNTED BETWEEN 30 AND 44 INCHES ABOVE FINISH FLOOR. 13. DOOR HARDWARE DOOR HARDWARE SHALL BE OPERABLE WITH A SINGLE EFFORT WITHOUT REQUIRING THE ABILITY TO GRASP THE HARDWARE (LEVER OR PUSH TYPE IS ACCEPTABLE PER LOCAL JURISDICTION CODE DEFINED CRITERIA) 14. CARD READERS CARD READER DEVICES TO BE PROVIDED AS REFERENCED IN DOOR SCHEDULE. ALL DEVICES AND INSTALLATION SHALL COMPLY WITH ALL APPLICABLE BUILDING CODES. SEE DOOR SCHEDULE, HARDWARE GROUPS AND SEQUENCE OF OPERATION FOR COMPLETE DESCRIPTION. "9,11 IATA I 1. 00, 4 Lill Y 9400' REGISTERED it B. MILLER WASHINGTON B 5 PERMIT REVISIONS 2016-03-09 3 ISSUE FOR PERMIT AND 2016-02-09 PRICING 1 FOR CLIENT REVIEW 2016-02-02 Delta Issue Nr. Description Date INT E RIO R ARCHITECTS SE/\ -F -Fl E 1001 4TH AVENUE, SUITE 3600 SEATTLE, WASHINGTON 98154 TEL 206-264-9195 FAX 206-624-1525 02016 I N T E R 10 R A R C H I T E C T S, INC., A CALIFORNIA CORPORATION. ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. Drawn: Author Check: Checker Owner Approval: Job No: 021 BECU.0003.000 saf C E 117FD1'-O" MX2 16 2016 PERMIT CENTER Sheet:A i£ s � r� 1 POWER AND SIGNAL PLAN NOTES 1. OVERTIME WORK WHEN FLOOR BELOW IS OCCUPIED, PRICE EXTENSIVE FLOOR SLAB PENETRATIONS AND/OR CORING ON AN OVERTIME BASIS. ALL CORE AND/OR FLOOR TRENCHING FOR TELEPHONE/ELECTRICAL CONDUITING SHALL BE PERFORMED AFTER HOURS AS REQUIRED AND COORDINATED WITH BUILDING OWNER FOR APPROVAL. 2. COORDINATION OF THE WORK SURVEY FIELD CONDITIONS AND VERIFY THAT WORK IS FEASIBLE AS SHOWN. VERIFY LOCATION OF FLOOR OUTLETS AND OTHER OUTLETS IN RELATION TO STRUCTURAL AND OTHER ELEMENTS AS REQUIRED. NOTIFY ARCHITECT IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH WORK. 3. SEQUENCING ELECTRICAL SWITCH AND OUTLET COVER PLATES, SURFACE HARDWARE, ETC., SHALL BE INSTALLED AFTER PAINTING AND/OR APPLICATION OF WALLCOVERINGS AND CARPET SPECIFIED. 4. OUTLET LOCATIONS ARCHITECTURAL DRAWINGS DETERMINE LOCATION AND TYPE (ARCHITECT TO VERIFY WITH ENGINEER) OF ALL OUTLETS AND TAKE PRECEDENCE OVER ALL OTHERS, U.O.N. ELECTRICAL ENGINEER'S POWER PLAN SHALL GOVERN THE WIRING LAYOUT AND INSTALLATION IN COMPLIANCE WITH ALL LAWS APPLICABLE AND ENFORCED BY GOVERNING AUTHORITIES. 5. WALL MOUNTED OUTLETS OUTLETS SHOWN BACK TO BACK ON PARTITION WALLS SHALL BE OFFSET V-0" MAXIMUM, OR MOUNTED AT DIFFERENT HEIGHTS IF INDICATED. 6. FURNITURE LAYOUT FURNITURE, IF SHOWN, IS FOR REFERENCE ONLY AND IS NOT IN CONTRACT, U.O.N. 7. EQUIPMENT COORDINATION COORDINATE ALL WORK RELATED TO EQUIPMENT WITH MANUFACTURER'S RECOMMENDATIONS, SPECIFICATIONS, AND INSTRUCTIONS. 8. EXISTING FLOOR PENETRATIONS ALL EXISTING AND NEW UL RATED FLOOR SLAB PENETRATIONS FOR CONDUIT SHALL BE FULLY PACKED AND SEALED IN ACCORDANCE WITH THE APPLICABLE BUILDING AND FIRE CODES. 9. OUTLET FINISHES REFER TO FINISH PLAN FOR OUTLET AND SWITCH COVERPLATE FINISH. VERIFY SELECTION AND CHOICE WITH THE ARCHITECT PRIOR TO ORDERING MATERIALS. 10. ELECTRICAL COORDINATION COORDINATE NEW ELECTRICAL WITH EXISTING, WHERE OCCURS. 11. OUTLET LAYOUT UPON COMPLETION OF OUTLET LAYOUT, NOTIFY THE ARCHITECT. ARCHITECT SHALL SITE VERIFY ALL OUTLET LOCATIONS PRIOR TO COMMENCEMENT OF CORING OR OUTLET INSTALLATION. G.C. TO PROVIDE AND INSTALL COVER PLATES FOR ALL WALL MOUNTED ELECTRICAL AND COMMUNICATIONS OUTLETS. 12. UL RATED ASSEMBLIES FURNISH AND INSTALL UNDERWRITERS LABORATORIES, INC. (UL) LABELED DEVICES THROUGHOUT. 13. MOUNTING HEIGHTS INSTALL WALL MOUNTED OUTLETS 18 INCHES ABOVE FINISHED FLOOR, U.O.N. HEIGHTS SHALL BE DETERMINED FROM FINISHED FLOOR TO THE CENTERLINE OF COVERPLATE, INSTALLED VERTICALLY, GROUNDING POLE AT BOTTOM, U.O.N. OUTLETS MOUNTED HIGHER THAN 27" SHALL BE INSTALLED HORIZONTALLY, GROUNDING POLE AT LEFT, U.O.N. FOURPLEX OUTLETS TO BE INSTALLED VERTICALLY, U.O.N. 14. HORIZONTAL CLEARANCES MAINTAIN A 4 -INCH HORIZONTAL CLEARANCE IN ALL DIRECTIONS, MIN. FROM EDGE OF COVERPLATE, FOR WALL MOUNTED OUTLETS, OR FROM EDGE OF MONUMENT FOR FLOOR MOUNTED OUTLETS, WHEN ADJACENT TO A WALL, COLUMN, OR SIMILAR ELEMENTS, U.O.N. 15. DIMENSIONS INDICATED DIMENSIONS ARE TO THE CENTER OF THE COVERPLATE OR MONUMENT; CLUSTERS OF OUTLETS ARE DIMENSIONED TO THE CENTER OF THE CLUSTER, U.O.N.; GANG COVERPLATES SHALL BE ONE-PIECE TYPE, U.O.N. 16. CABINETRY OUTLETS INSIDE AND/OR ATTACHED TO CABINETRY SHALL BE FURNISHED AND INSTALLED TO MATCH SIMILAR CONDITIONS SUCH AS WALL, FLOOR, AND THE LIKE. FURNISH AND INSTALL BOX EXTENSION OR OTHER APPROPRIATE DEVICES AS REQUIRED. ADJACENT OUTLETS SHALL NOT BE GREATER THAN 6" O.C. APART, U.O.N. 17. PANEL BOARDS CIRCUIT BREAKERS SHALL BE NEATLY TAGGED AND NUMBERED BY G.C. TO CORRESPOND WITH CIRCUITING OUTLINED ON ENGINEERING DRAWINGS. 18. DATA AND RECEPTACLES ALL WALL MOUNTED DATA AND VOICE RECEPTACLES TO HAVE 3/4" CONDUIT STUB UP AND TERMINATED 6" ABOVE HUNG CEILING. 19. MILLWORK THE G.C. SHALL COORDINATE ANY ELECTRICAL WORK OR LIGHTING INSTALLATION INTO CABINET WORK IF AND AS REQUIRED. 20. PULL STRINGS G.C. TO PROVIDE PULL STRINGS IN ALL EMPTY CONDUIT. 21. SLAB ON GRADE WHERE FLOOR OUTLETS ARE SHOWN AT SLAB ON GRADE LOCATIONS, SAW CUT AND DEMO EXISTING SLAB AS REQUIRED FOR NEW WORK. EXPOSE (E) SLAB REINFORCING V-0" MIN. BACK FROM EA. SAWCUT. PROVIDE NEW SLAB REINFORCING TO MATCH EXISTING. REPAIR AND TAPE JOINTS AT VAPOR BARRIER WHERE ENCOUNTERED. PROVIDE CRUSHED AGGREGATE TO MATCH EXISTING. PROVIDE 3,000 PSI CONCRETE. FINISH TO MATCH EXISTING PER APPLICABLE ACI CRITERIA. 22. ABANDONED CORE/FLOOR PENETRATIONS ALL ABANDONED CORE AND ABANDONED FLOOR PENETRATIONS THAT ARE NOT SCHEDULED TO BE REUSED ARE TO BE REMOVED. FLOOR TO BE REPAIRED AS REQUIRED PER UL AND LOCAL CODE. 23. EXISTING LIFE SAFETY DEVICES GENERAL CONTRACTOR TO COORDINATE LOCATIONS OF EXISTING LIFE SAFETY DEVICES WITH ENGINEERING AND ARCHITECTURAL PLANS AND FURNITURE AND WALL MOUNTED EQUIPMENT. ALL DEVICES THAT ARE IN CONFLICTS WITH CONSTRUCTION DOCUMENTS, FURNITURE AND WALL MOUNTED EQUIPMENT ARE TO BE RELOCATED, NOTIFY ARCHITECTS IN WRITING TO CONFIRM NEW LOCATION PRIOR TO RELOCATION OF DEVICES. 24. DESIGN -BUILD DOCUMENTS REFER TO DESIGN -BUILD DOCUMENTS FOR ADDITIONAL NOTES AND SPECIFICATIONS. a co m 0 N m M MILLWORK NOTES 1. BLOCKING ALL BLOCKING REQUIRED SHALL BE SCRIBED TO WALL OR CEILING, G.C. TO CHECK JOB PROGRESS AND COORDINATE WITH OTHER TRADES INVOLVED, G.C. IS RESPONSIBLE FOR ALL BLOCKING REQUIRED; UNDER NO CIRCUMSTANCES WILL "EXTRA" WORK BE AUTHORIZED FOR EXTRA BLOCKING. 2. SHOP DRAWINGS THE G.C. SHALL SUBMIT SHOP DRAWINGS AND SAMPLES TO THE ARCHITECT FOR REVIEW. 3. FIELD CONDITIONS PRIOR TO THE START OF FABRICATION, THE G.C. SHALL CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS AT JOB SITE AND SHALL BE RESPONSIBLE FOR SAME. 4. JOINERY WHERE MEMBERS ARE MITERED OR BUTTED, THEY SHALL BE JOINED AND SECURED IN A MANNER TO INSURE AGAINST THE JOINT OPENING. 5. FABRICATION ALL OF THE WORK SHALL BE FABRICATED, ASSEMBLED, FINISHED, AND ERECTED IN THE BEST METHOD KNOWN TO THE CABINET TRADE. SURFACES SHALL BE TRUE, STRAIGHT, AND FREE FROM ALL MACHINE AND TOOLS MARKINGS, BRUISES, INDENTATIONS, CHIPS, OR ABRASIONS. 6. FIELD VERIFICATION IT SHALL BE THE G.C.'S RESPONSIBILITY TO HAVE EXAMINED THE JOB SITE IN CONJUNCTION WITH THE PROJECT DOCUMENTS SO AS TO BE SATISFIED AS TO THE CONDITIONS UNDER WHICH THE WORK WILL BE PERFORMED, INCLUDING SUCH MATTERS AS UNLOADING FACILITIES, LOCATIONS AND SIZES OF ELEVATORS, EQUIPMENT, OR FACILITIES NEEDED PRELIMINARY TO AND DURING THE WORK, AND OTHER CONDITIONS WHICH MAY AFFECT THE WORK. 7. PROTECTION THE G.C. SHALL MAINTAIN REASONABLE PROTECTION TO SAFEGUARD HIS WORK FROM DAMAGE AND TO PROTECT BUILDING OWNER'S PROPERTY FROM INJURY OR LOSS ARISING IN CONNECTION WITH ALL PROJECT WORK. 8. GUARANTEE THE G.C. SHALL GUARANTEE THAT ALL MATERIALS AND WORKMANSHIP SHALL BE OF THE QUALITY SPECIFIED AND SHOWN AND THAT ANY DEFECT DUE TO IMPROPER WORKMANSHIP OR MATERIALS DISCOVERED AND MADE KNOWN WITHIN ONE YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION OF THE INSTALLATION SHALL BE REPAIRED OR REPLACED WITH REASONABLE PROMPTNESS WITHOUT ADDITIONAL COST. ARCHITECT WILL GIVE NOTICE OF SUCH OBSERVED DEFECTS WITH REASONABLE PROMPTNESS. 9. INSTALLATION G.C. SHALL SHIM AND LEVEL COUNTERTOPS ABOVE FILES AFTER FILES ARE INSTALLED BY OTHERS. FILES IN OPERATIONS AREA TO BE SHIMMED AND SECURED TO MILLWORK AFTER THEY ARE SET IN PLACE. G.C. TO LEVEL FLOOR UNDER FILES IN ALL AREAS WHERE FILES ARE GANGED OR INSTALLED BELOW FIXED CABINETRY. (PLASTIC LAMINATED SHIMS AS REQUIRED AT FILE CABINET AREA). 10. FINISH ALL MILLWORK SHALL RECEIVE FINAL FINISH AT THE SHOP OR FACTORY PRIOR TO DELIVERY. G.C. SHALL PROTECT ALL FINISHED AND INSTALLED MILLWORK FROM DAMAGE BY OTHER TRADES. DAMAGED OR DEFECTIVE MILLWORK SHALL BE REPLACED BY THE G.C. AT HIS EXPENSE. 11. COORDINATION MILLWORK CONTRACTOR TO COORDINATE LOCATION OF ELECTRICAL, TELEPHONE, AND COMMUNICATIONS OUTLETS AND INSTALL GROMMETS IN COUNTERTOP SURFACES AS REQUIRED TO CONCEAL CABLES. 12. SHELVING NO UNBRACED LENGTH OF SHELVING AND OR COUNTER WORK SHALL EXCEED 34" WITHOUT ADDITIONAL SUPPORTS AND OR BLOCKING. ALL END CONDITIONS SHALL BE PROPERLY BLOCKED AND OR SUPPORTED. 13. OVERHEAD CABINETS ALL BLOCKING AND WOOD CLEATS FOR OVERHEAD. CABINETS TO BE SCREWED AND SECURED TO FULL HEIGHT OR BRACED CEILING HEIGHT METAL STUDS AND WOOD GROUNDS. 14, WOOD ORIGINS: ALL WOOD UTILIZED ON THE JOB (SOLID LUMBER AND TIMBER PANEL PRODUCTS PLUS FINISHED WOOD) SHALL ORIGINATE FROM REGIONAL SOURCES AND FROM CERTIFIED AND SUSTAINABLE SOURCES (SUCH AS SUSTAINABLE FORESTRY INITIATIVE, CSA, FORESTRY STEWARDSHIP COUNCIL, OR AMERICAN TREE FARM SYSTEMS). 15. ADHESIVES & SEALANTS: THE VOC CONTENT OF ADHESIVES AND SEALANTS USED SHALL BE LESS THAN THE CURRENT VOC CONTENT LIMITS OF THE US EPA. FINISH PLAN NOTES 1. FINISHES NO PAINTING OR INTERIOR FINISHING SHALL BE DONE UNDER CONDITIONS WHICH WILL JEOPARDIZE THE QUALITY OR APPEARANCE OF SUCH WORK. ALL WORKMANSHIP WHICH IS JUDGED LESS THAN FIRST QUALITY BY THE ARCHITECT WILL BE REJECTED. 2. COLOR SELECTION ALL COLORS ARE TO BE SELECTED BY THE ARCHITECT, U.O.N. 3. FINISH PREPARATION ALL SURFACES SHALL BE PREPARED TO RECEIVE THE SCHEDULED FINISH PER MANUFACTURERS' RECOMMENDATIONS. ALL GYPSUM BOARD PARTITIONS SHALL BE TAPED AND SANDED SMOOTH. PAINT GRADE WOODWORK SHALL BE HAND SANDED BETWEEN COATS AND DUSTED CLEAN. ALL HOLES, PITCH POCKETS, OR SAPPY PORTIONS SHALL BE SCRAPED AND SEALED WITH KNOT SEALER. NAIL HOLES, CRACKS, OR DEFECTS SHALL BE PUTTIED AFTER FIRST COAT, WITH PUTTY MATCHING COLOR OF STAIN OR PAINT FINISH. REMOVE OIL OR GREASE WITH MINERAL SPIRITS. ALL CRACKS, HOLES, IMPERFECTIONS IN EXISTING WALLS, PARTITIONS, OR GYPSUM WALLBOARD SHALL BE FILLED WITH PATCHING PLASTER AND SMOOTHED OFF TO MATCH ADJOINING SURFACES. INTERIOR GYPSUM WALLBOARD SURFACES SHALL BE WIPED WITH A DAMP CLOTH JUST PRIOR TO APPLICATION OF THE FIRST COAT, IN ORDER TO LAY FLAT ANY NAP WHICH MAY HAVE FORMED IN SANDING PROCESS. WHERE APPLICABLE EXISTING PLASTER AND CONCRETE STRUCTURE SCHEDULED TO BE EXPOSED SHALL BE FINISHED TO PROVIDE A LEVEL 3 FINISH U.O.N. 4. WORK AREA CLEAN UP UPON COMPLETION, REMOVE ALL PAINT FROM WHERE IT HAS SPILLED, SPLASHED, OR SPLATTERED ON EXPOSED SURFACES. 5. STAINING VENEER ALL VENEER STAINS SHALL HAVE UNIFORM COLOR. PRIOR TO SITE APPLICATION, PROVIDE ARCHITECT WITH 8" X 10" SAMPLE.CUTTINGS FROM ACTUAL DYE LOTS OF ALL SPECIFIED WALLCOVERINGS FOR ARCHITECT'S APPROVAL AND PROVIDE EXPECTED DELIVERY DATE TO JOB SITE. 6. SOFFITS UNDERSIDE OF SOFFITS (WHERE OCCURS) TO RECEIVE A FINISH TO MATCH ADJACENT VERTICAL FINISH, U.O.N. 7. DELIVERY LEAD TIME CONTRACTOR SHALL BE RESPONSIBLE FOR ALLOWING FOR DELIVERY LEAD TIMES FOR ALL FABRICS AND OTHER CUSTOM FINISHES WITHIN THE CONSTRUCTION SCHEDULE. ALL DELIVERY TIMES MUST BE CONFIRMED, AND ANY EXCESSIVE LEAD TIME MUST BE BROUGHT TO THE ARCHITECT'S ATTENTION IMMEDIATELY TO ALLOW FOR RE -SPECIFICATION IF NECESSARY. 8. FLOOR SURFACE MODIFICATIONS MODIFY EXISTING FLOOR SURFACES AS REQUIRED TO INSTALL NEW FLOORING MATERIALS, THUS PREVENTING NOTICEABLE LUMPS OR DEPRESSIONS. 9. FINISHES SEE FINISH PLAN, ELEVATIONS, AND DETAILS FOR CLARIFICATION OF EXTENT OF FINISH MATERIALS. 10. JOINTS STAINED AND PAINTED SURFACES SHALL BE FINISHED SUCH THAT JOINTS ARE NOT VISIBLE WHEN VIEWED FROM ANY REASONABLE ANGLE. 11. FLOOR FINISHES ALL INTERSECTIONS OF FLOOR FINISH MATERIALS SHALL BE LOCATED DIRECTLY UNDER CENTER OF DOOR, WHERE OCCURS, U.O.N. 12. CABINETRY ALL OPEN CABINETRY SHALL BE PLASTIC LAMINATE ON ALL EXPOSED SURFACES, U.O.N. APPLY WHITE MELAMINE TO INTERIOR OF CABINETRY WITH DOORS AND DRAWERS, U.O.N. 13. CARPET SEAMING PLAN SUBMIT CARPET SEAMING PLAN TO ARCHITECT PRIOR TO ORDERING AND AT LEAST (4) WEEKS PRIOR TO INSTALLATION FOR ARCHITECT'S REVIEW AND APPROVAL. 14. EXISTING FINISHES EXISTING FINISHES IN BUILDING SERVICE/CORE AREAS TO REMAIN, U.O.N. 15. WOOD ORIGINS: ALL WOOD UTILIZED ON THE JOB (SOLID LUMBER AND TIMBER PANEL PRODUCTS PLUS FINISHED WOOD) SHALL ORIGINATE FROM REGIONAL SOURCES AND FROM CERTIFIED AND SUSTAINABLE SOURCES (SUCH AS SUSTAINABLE FORESTRY INITIATIVE, FORESTRY STEWARDSHIP COUNCIL, OR AMERICAN TREE FARM SYSTEMS). 16. ADHESIVES & SEALANTS: THE VOC CONTENT OF ADHESIVES AND SEALANTS USED SHALL BE LESS THAN THE CURRENT VOC CONTENT LIMITS OF THE US EPA. 17. PAINTS AND COATINGS: CONTRACTOR SHALL USE PAINT SPECIFIED BY ARCHITECT AND SHALL PROPERLY PREPARE ALL SURFACES TO RECEIVE ONE (1) PRIME COAT AND (2) FINISH COATS (MIN) OF PAINT IN COLOR SPECIFIED BY ARCHITECT. PROVIDE ADDITIONAL PREPARATION AND FINISH PAINT COATS AS REQUIRED BY PAINT MANUFACTURER. REFER TO SPECIFICATION FOR ADDITIONAL INFORMATION. PAINT MANUFACTURE TO BE AS INDICATED ON THE FINISH SCHEDULE - NO SUBSTITUTIONS U.O.N. 18. CARPET: ALL CARPET MUST MEET ONE OF THE FOLLOWING: 1. CARPET AND RUG INSTITUTE GREEN LABEL PLUS PROGRAM; 2. NSF/ANSI 140 AT THE GOLD LEVEL; OR 3. SCIENTIFIC CERTIFICATIONS SYSTEMS SUSTAINABLE CHOICE AND: CARPET CUSHION MUST MEET CARPET AND RUG INSTITUTE GREEN LABEL. INDOOR CARPET ADHESIVE AND CARPET PAD ADHESIVE MUST NOT EXCEED 50 G/L VOC CONTENT. 19. COMPOSITE WOOD: COMPOSITE WOOD MUST MEET ALL GOVERNING AIR TOXICS CONTROL MEASURE FOR COMPOSITE WOOD. 20. RESILIENT FLOORING SYSTEMS: FOR 80% OF FLOOR AREA RECEIVING RESILIENT FLOORING, INSTALL RESLIENT FLOORING COMPLYING WITH: 1. CERTIFIED UNDER THE RESILIENT FLOOR COVERING INSTITUTE (RFCI) FLOORSCORE PROGRAM; 2. COMPLIANT WITH THE VOC-EMISSION LIMITS AND TESTING REQUIREMENTS OF CALIFORNIA DEPARTMENT OF PUBLIC HEALTH 2010 STANDARD METHOD FOR TESTING AND EVALUATION CHAMBERS V.1.1; 3. COMPLIANT WITH THE COLLABORATIVE FOR HIGH PERFORMANCE SCHOOLS (CHPS) EQ2.2 AND LISTED IN THE CHPS HIGH PERFORMANCE PRODUCT DATABASE, OR 4. CERTIFIED LNDER THE GREENGUARD CHILDREN AND SCHOOLS PROGRAM TO COMPLY WITH CALIFORNIA DEPARTMETN OF PUBLIC HEALTH CRITERIA(CALGREEN 5.504.4.4 AND 5.504.4.6). 21. EXTRA MATERIALS: FURNISH EXTRA MATERIALS DESCRIBED IN CONTRACT COCUMENTS THAT ARE FROM THE SAME PRODUCTION RUN (BATCH MIX) AS MATERIALS APPLIED AND ARE PACKAGED FOR STORAGE, IDENTIFIED WITH LABELS DESCRIBING CONTENTS. STORE IN LOCATION MAINTAINING AN AMBIENT TEMPERATURE OF NOT LESS THAN 45 DEGREES F. -QUANTITY: FURNISH AN ADDITIONAL (5) PERCENT OF EACH MATERIAL AND COLOR SPECIFIED. 22. TOUCH UP EXAMINE ALL FINISH SURFACES AFTER COMPLETION OF WORK, INCLUDING WOOD FLOORING AND MILLWORK INSTALLATION, AND PROCEED .WITH "TOUCH-UP" AS REQUIRED. 23. FINISH APPROVAL PROVIDE ARCHITECT WITH A MINIMUM OF (3) 8" X 10" BRUSH -OUTS OF EACH COLOR AND FINISH FOR ARCHITECT'S APPROVAL AT LEAST 2 WEEKS PRIOR TO SITE APPLICATION. ON-SITE APPLICATION WILL BE REQUIRED ONE WEEK PRIOR TO FINAL APPROVAL. ARCHITECT RESERVES THE RIGHT TO ADJUST ANY COLOR/FINISH ONCE THE WALL TEST HAS BEEN MADE. µ V F® OR . PLIANCE *y APPROVEDR • APR a 7 2016 City of Tukvvila BUILDING DIVISION Y, L 0 94001 REGISTERED Y" S. MILLER WASHINGTON PERMIT REVISIONS 2016-03-09 Delta Issue Nr.. Description Date IN T E RIO R ARCHITECTS S E ATT L E 1001 4TH AVENUE, SUITE 3600 SEATTLE, WASHINGTON 98154 TEL 206-264-9195 FAX 206-624-1525 02016 I N T E R 10 R A R C H I T E C T S. INC., A CALIFORNIA CORPORATION. ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. Drawn: Author Check: Checker Owner Approval: Job No: 021 BECU.0003.000 1p mS_q i , N", =1'-0" CITY OF TUKWILA M iAR 16 2016 PERMIT CENTER Title: GE014ERAL 10140 TES iS4 '1 .ex�a , Sheet: i�♦�41 � e� k2 01 FLOOR - Callout 1 2012 IBC MEANS OF EGRESS ILLUMINATION '` 1 1 /8"- 1 1-011 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. IVA VA 1 §0 STAIR EXITS 1111112 IVA DIRECTLY TO /J EXTERIOR O BUILDING 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. 2 01 FLOOR- Callout 2 The means of egress illumination level shall not be less than 1/811 - 1 -01 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... w EXIT COMPONENT SCHEDULE LEVEL 1 EXIT MAXIMUM NO. OF LEVEL COMPONENT NO. OF OCCUPANTS OCCUPANTS 1 MAIN ENTRY 81 235 1 MAIN ENTRY 81 235 162 EXIT COMPONENT SCHEDULE - LEVEL 2 MAXIMUM NO. OF EXIT COMPONENT NO. OF OCCUPANTS OCCUPANTS STAIR 1 81 213 EXIT DOOR 81 308 MAIN ENTRY 81 235 STAIR 2 81 148 MAIN ENTRY 81 235 405 2 m N N s 0 02 FLOOR 1/8" = 1'-0" SIGNAGE COMPLETE INTERIOR ADA SIGNAGE SHALL BE PROVIDED AT LOCATIONS s INCLUDING BUT NOT LIMITED T0: EXIT ROUTE 4% - ROOM IDENTIFICATION - DIRECTIONAL AND INFORMATIONAL IN CASE OF FIRE OO NOT USE EIEVATOB - ACCESSIBLE ENTRANCE AT MAIN ENTRY LOBBY usesra:S _ - ELEVATOR CAB OPERATING PANEL - ELEVATOR ENTRANCE FLOOR IDENTIFICATION AT JAMB - RESTROOMS - ELEVATOR LOBBY EMERGENCY EVACUATION TACTILE EXIT SIGNS SHALL BE PROVIDED AT LOCATIONS INCLUDING BUT NOT LIMITED TO: - GRADE LEVEL EXIT DOORS "EXIT" - EXIT DOORS LEADING TO GRADE LEVEL EXIT DOORS (STAIRWELL DOORS) "EXIT STAIR DOWN" - EXIT DOORS LEADING TO GRADE LEVEL EXTERIOR EXIT "EXIT" - EXIT ACCESS DOOR LEADING FROM ROOM OR AREA WITH VISUAL EXIT SIGN; "EXIT ROUTE" COMPLETE ADA SIGNAGE SHALL BE PROVIDED AS NON -GLARE, CONTRASTING BACKGROUND, 1/32" RAISED CHARACTERS, TEXT HEIGHT 5/8" TO 2" AND PICTOGRAMS SHALL BE 6" HIGH MIN. MOUNTING HEIGHT MIN. 44" ABOVE FINISHED FLOOR TO LOWEST BRAILLE AND MAX, 5'-0" TO BOTTOM OF HIGHEST LINE OF RAISED TEXT. MOUNT SIGNS TO LATCH SIDE OF DOOR. AT DOUBLE DOORS AT THE NEAREST WALL PREFERABLE AT THE RIGHT OF THE OPENING. SELF ILLUMINATING FLOOR LEVEL EXIT SIGNS SHALL BE PROVIDED AT "I" AND "A" OCCUPANCY. E.G. TRITIUM SELF ILLUMINATING FOR 10 YEARS, GREEN FACE, WHITE HOUSING OR SIMILAR. EXIT STAIR MAX. DOWN OCCUPANTS ACCESSIBLE CLASS ROOM 123 CUSTOMER D OCCUPANCY SCHED. - BY FLOOR & OCCUPANCY DOOR REQ. STAIR REQ. OCCUPA EXIT EXIT EXIT EXIT. OCCUPA NTS PER OCCUPA WIDTH DOOR WIDTH STAIR NCY AREA SF NTS FACTOR WIDTH FACTOR WIDTH 01 FLOOR 9400 B 199 SF 100 2.0 0.2 0.40 0.3 0.60 ®REG T REGISTEREDT 02 FLOOR A 933 SF 15 62.2 0.2 12.44 0.3 18.67 ,MILLERB 9792 SF 100 97.9 0.2 19.58 0.3 29.38 STSHINGTON S 62 SF 300 0.2 0.2 0.04 0.3 0.06 Grand 10987 SF 162.3 32.47 48.70 total Occupancy Type Conference Is Restroom Office Storage PLUMBING FIXTURE REQUIREMENT OCCUPANCY LOAD B 5 PERMIT REVISIONS 2016-03-09 FLOOR B A3 S1 1 2.0 0.0 0.0 3 ISSUE FOR PERMIT AND 2016-02-09 2 94.0 63.0 .2 PRICING FIXTURES REQUIRED WC TOTAL 96 (48 PER GENDER) 1 ST FLOOR/2=0 1 ST FLOOR/2=0 MALE (48/25) = 1.92 MALE(0/125)=0 MALE(0/300)=0 1 FOR CLIENT REVIEW 2016-02-02 FEMALE (48/25) = 1. 92 FEMALE(0/65)=0 FEMALE(0/300)=0 2ND FLOOR/2=31.5 2ND FLOOR/2=.1 MALE (31.5/125)=.252 MALE(.1/300)=.0003 Delta Issue Nr. Description Date FEMALE(31.5/65)=.485 FEMALE (.1 /300) =. 0003 LAVS TOTAL 96 (48 PER GENDER) 1 ST FLOOR/2=0 1 ST FLOOR/2=0 MALE= (48/40)=1.2 MALE(0/200)=0 MALE(0/200)=0 FEMALE= (48/40) = 1.2 FEMALE(0/200)=0 FEMALE(0/200)=0 2ND (32/202=32 2ND (.1/20 2=.1 N T E R I O R MALE(32/200)=.17 MALE (.1/200)=.0005 FEMALE (32/200)=.17 FEMALE .1 200 =.0005 TOTAL FIXTURES REQUIRED WC MALE 1.92 .252 .0003 2.1723 FEMALE 1.2 485 .0003 2.4053 ARCHITECTS LAVS MALE 1..2 .17 .0005 1.3705 FEMALE 1.2 .17 .0005 1.3705 WC MALE 3/3 FIXTURES PROPOSED/ FEMALE 3/3 EXISTING LAVS MALE 2/2 FEMALE 2/2 S E A T T L E SHEET NOTES 1. WHERE EXISTING RATED CONSTRUCTION IS SHOWN TO REMAIN, CONCEALED CONDITIONS ARE OFTEN ENCOUNTERED PRIOR TO START OF CONSTRUCTION. THE CONTRACTOR IS REQUESTED TO CONFIRM AS -BUILT FIELD CONDITIONS AS DOCUMENTED. SHOULD UPGRADE TO 1001 4TH AVENUE, SUITE 3600 EXISTING RATED ASSEMBLIES BE REQUIRED, CONTRACTOR TO INFORM ARCHITECT IN WRITING PRIOR TO PROCEEDING WITH THE WORK. O2. NO STORAGE OR USE OF FLAMMABLE OR COMBUSTIBLE LIQUIDS, CUTTING OR WELDING OPERATIONS, ROOFING OPERATIONS OR USE OF SEATTLE, WASHINGTON 98154 FLAMMABLE GAS FOR TEMPORARY HEATING OR DRYING SHALL BE CONDUCTED ON ANY CONSTRUCTION SITE WITHOUT FIRST HAVING OBTAINED A SPECIFIC PERMIT FROM THE TUKWILA FIRE DEPARTMENT FOR THESE HAZARDOUS ACTIVITIES. THIS INCLUDES DEMOLTION TEL 206-264-9195 FAX 206-624-1525 WORK. PLEASE CALL (206) 575-4407 FOR TUKWILA FIRE DEPARTMENT PERMIT INFORMATION AND APPLICATION. 3. EGRESS, FIRE PROTECTION SYSTEMS AND EMERGENCY ACCESS SHALL MEET THE REQUIREMENTS OF THE 2012 INTERNATIONAL FIRE CODE, DURING CONSTRUCTION. CONTRACTOR MATERIALS AND ACTIVITIES SHALL NOT BLOCK ANY EXIT, RESTRICT EMERGENCY ACCESS, OR IMPAIR FIRE SEPARATION IN ANY BUILDING WHILE THE BUILDING IS OCCUPIED, INCLUDING DEMOLITION WORK AND APPLIES BOTH TO OTHER PORTIONS OF THE BUILDING AND NEIGHBORING BUILDINGS. 02016 INTERIOR ARCHITECTS, INC., A CALIFORNIA CORPORATION. EXITING LEGEND ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF REQUIRED EXIT &STAIR WIDTH CALCULATIONS THE ARCHITECT. COMP.X - EXITX ,� . (XXX) OCCUPANTS REV WED FOR (XXX) OCC. MAX IE COMPLIANCE NEW CONSTRUCTION r. APPROVED Drawn: Author Check: Checker Owner Approval: APR 0 7 2016 -� EXISTING CONSTRUCTION TO REMAINREC�EIV D, �� Job No: 021 BECU.0003.000 7. e: i 'c ed c . l ��h� NEW 1 HR FIRE RESISTANT RATED PARTITION - NEW 2HR FIRE RESISTANT RATED PARTITION Cityof T� I Ia �'' 1 BUILDING DIVISION ����� 1 6 2�n� EXISTING 1 H FIRE RESISTANT RATED PARTITI PERMIT CENTER EXISTING 2HR FIRE RESISTANT RATED PARTITION NEW MILLWORK WITH OVERHEAD CABINETSOCCUPACy ®e • ®• • • e ® EXIT ACCESS = LESS THAN 300 IN FULLY SPRINKLERED BUILDING Title: EX I T - - - - - - - - - - - - - - - - - - COMMON PATH OF EGRESS = LESS THAN 100' IN FULLY SPRINKLERED BUILDING WALL MOUNTED EMERGENCY DOOR®� EXIT SIGNAGE F FIRE EXTINGUISHER FE FIRE EXTINGUISHER RELEASE CABINET WALL MOUNTED CARD READER EXIT/ ACCESS TO EXIT FR FIRE PROTECTION Sheet:AN Q a 0 CR RISER CABINET i IL m N N 0 Cl) DOOR SCHEDULE DOOR TYPES DOOR DOOR DOOR Hardware DOOR FRAME NO. ROOM NAME WIDTH TYPE HEIGHT THICKNESS Group MATERIAL FINISH TYPE MATERIAL FINISH OPENING FIRE RATING DOOR REMARKS TYPE TYPE'FG' 100 ENTRY 51-101/21, F 8' - 2" 17 ALUM. EXISTING EXISTING . ALUM. CLEAR ANODIZED EXISTING DOOR TO REMAIN `\ \ G S / SIDELITE , ` \ `\ \ ' 109 EGRESS STAIR 3' - 0" A 81-01, 13/4" 18 H.M. EXISTING EXISTING H.M. PTD. 90 MINUTE EXISTING DOOR TO REMAIN j E 201 QUIET ROOM 3' - 0" D 8' - 21/2" 1 3/4" 8 SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 205 BREAK ROOM 31-01, D 81-21/211 1 3/4" 12 SCW VENEER/STAINED 11/21, FACE ALUM. CLEAR ANODIZED 206 WOMEN'S RESTROOM 31-01, A 81-01, 1 3/4" 21 SCW VENEER/STAINED EXISTING H.M. PTD. NEW DOOR IN EXISTING FRAME, PAINT P-1 207 MEN'S RESTROOM 3' - 0" A 81-011 13/4" 21 SCW VENEER/STAINED EXISTING H.M. PTD. NEW DOOR IN EXISTING FRAME, PAINT P-1 208 I.T. & ELECT. 31-01, A 81-01, 1 3/4" 7 SCW VENEER/STAINED 11/21, FACE ALUM. CLEAR ANODIZED 209 STAIRS 21-11 1/2" D 8' -01, 1 3/4" 20 SCW VENEER/STAINED EXISTING H.M. PTD. 90 MINUTE NEW DOOR IN EXISTING FRAME, PAINT P-1 210 MOTHER'S ROOM. 31-011 D 81- 21/2" 1 3/4" 9 SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED PROVIDE THUMB TURN WITH OCCUPIED INDICATOR; PROVIDE OBSCURE FILM AT SIDELIGHT 212 CONFERENCE 3' - 0" D 81- 21/2" 1 3/4" 4 SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 213 OFFICE 3'-0" D 81-21/2" 1 3/4" 12 SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 214 OFFICE 3' - 0" D 81-21/21, 1 3/4" 2 SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED W TYPE 'B' rTYPE'C' TYPED TYPE 'F' 215 OFFICE 31-011 D 81-21/21, 13/411 2 SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 216 CONFERENCE 31-01, FG 8' - 0" 13/411 4 SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED A TITIO SCHEDULE DOOR HARDWARE SCHEDULE ECU TUKWILA CUSTOMER L E ®I 13035 GATEWAY DR TYPE FIRE RATING JUL#� DESCRIPTION SSMA# STUD SPACING (IN) MAX DEFLECTION MAXHT STC THICKNESS INSULATION DETAIL TITLE REFERENCE REMARKS HDWR LATCHSET/LOCKSET FINISH ACOUSTIC CARD GROUP ROOM TYPE FUNCTION CYLINDER HINGES HANDLE DOOR STOP CLOSER CODE GASKETS READER MISCELLANEOUS HARDWARE REMARKS 1 OFFICE (GLASS DOOR) OFFICE TOP & BOTTOM PIVOT LEVER FLOOR No 630 Yes No 603 NR NR NON -RATED 3 5/8" METAL STUDS, FULL HEIGHT [SLAB -TO -SLAB] WITH ONE LAYER 5/8" GYPBOARD EACH SIDE. 362S125- 33 16 U240 1 T - 5" 40 4 7/8" N TYPE 601-606 (FULL -HEIGHT, NON -RATED) 2 OFFICE OFFICE BUTT LEVER WALL No 630 Yes No CO3 NR NR 3 5/8 METAL STUDS WITH ONE LAYER 5/8 GYPBOARD EACH SIDE (PARTITION TERMINATES 6 ABOVE CEILING), 3625125- 33 16 U240 -. 17 5 40 47/811 N TYPE C01-006 (THROUGH GRID) 3 CONFERENCE / BOARDROOM (GLASS DOOR) PASSAGE TOP & BOTTOM PIVOT LEVER FLOOR No 630 Yes No PROVIDE CLOSERS WITH 900 HOLD -OPEN AT NO LATCH OR LOCK AT DOORS #629A, #629B & BOARDROOM DOORS #629A, #6296 & #629C #629C D03 NR NR 3 5/8" METAL STUDS WITH ONE LAYER 5/8" GYPBOARD EACH SIDE (PARTITION TERMINATES AT UNDERSIDE OF CEILING). 362S125- 1 33 16 U240 17'- 5" 40 47/811 N TYPE D01 -D06 (CEILING HEIGHT) 4 CONFERENCE/TEAM RM/TRAINING (SMALL) PASSAGE BUTT LEVER WALL No 630 Yes No 5 TRAINING ROOM (LARGE) / FITNESS ROOM PASSAGE BUTT PANIC BAR WALL Yes 630 Yes No PROVIDE CARD READER AT FITNESS RM DOOR #173B G03 NR NR 3 5/8" METAL STUDS WITH ONE LAYER 5/8" GYPBOARD EACH SIDE. PARTIAL -HEIGHT WALL - SEE PLANS/ELEVATIONS FOR HEIGHT. 362S125- 33 16 U240 17'- 5" NA 4 7/8" N TYPE G01 -G06 (LOW HEIGHT) 6 COPY ROOM / HALLWAY PASSAGE BUTT LEVER WALL No 630 No No 7 STORAGE / FILE ROOM STOREROOM BUTT LEVER WALL Yes 630 No No LIGHT I• I U R E SCHEDULE 8 PHONE ROOM / QUIET ROOM PRIVACY BUTT LEVER WALL No 630 Yes No 9 SPECIAL USE (ACOUSTIC) OFFICE BUTT LEVER WALL Yes 630 Yes No AUTOMATIC DOOR BOTTOM; THRESHOLD Description Finishes Count Manufacturer Model Comments 10IDF STOREROOM BUTT LEVER WALL Yes 630 No Yes 11 LAB STOREROOM BUTT LEVER WALL Yes 630 No No A TMJ WI A 98168 12 PANTRY PASSAGE BUTT LEVER WALL No 630 No No A 8' suspended direct/indirect linear LED Cold -Rolled Steel Housing and MesoOptics Lens. Standard white finish. 32 Philips Ledalite Verge LED 7606 LB C QN 08 7 2 W Cable Mount with bottom at 7'-3" AFF 13 TELLER / CASH ROOM /VESTIBULE STOREROOM BUTT LEVER WALL Yes 630 No Yes 14 CORRIDOR CLASSROOM BUTT . LEVER WALL Yes 630 No Yes 15 CORRIDOR (RATED PAIR OF DOORS) OFFICE BUTT PANIC BAR WALL Yes 630 No Yes B 8' wall mount direct/indirect linear LED Cold -Rolled Steel Housing and MesoOptics Lens. Standard white finish. 6 Philips Ledalite Verge LED 7608 LB E QN 08 7 2 W Wall Mount with center at 7'-0" AFF 16 DEMOUNTABLE OFFICE FRONT OFFICE PER SYSTEM LEVER WALL No 630 Yes NQ GISTERED C �- 17 EXISTING (EXTERIOR CURTAIN WALL) EXISTING EXISTING EXISTING EXISTING No EXIST. No No EXISTING HARDWARE TO REMAIN EXISTING HARDWARE TO REMAIN K1 8' Linear Up/Down LED Pendant Beveled End Cap and White Powdercoat Finish 2 FluxWerx Profile Profile 40up/60down LED. PRI B A D 35 W 08 G D M Cable Mount with bottom at 7'-3" AFF 18 EXISTING (MISCELLANEOUS) EXISTING EXISTING EXISTING EXISTING No EXIST. No No EXISTING HARDWARE TO REMAIN. MODIFY IF EXISTING HARDWARE TO REMAIN REQUIRED PER DOOR SCHEDULE REMARKS 19 MODULAR VAULT SPECIALPER MFG'R PER No No ALL HARDWARE PER VAULT DOOR PER MFG'R PER MFG'R No MFG'R MANUFACTURER M 32" Diameter x 15" High LED Pendant White fabric shade and translucent liner. White canopy. 6 Rich Brilliant Willing Delta Delta IV DE -IV -W LED Cable Mount with bottom at 5'-6"" AFF 20 STAIR EGRESS BUTT PANIC BAR WALL Yes 630 Yes Yes SMOKE GASKETS IN LIEU OF ACOUSTIC GASKETS 90 -MIN. DOOR, FRAME & CLOSER ASSEMBLY S Recessed flood LED Downlight with medium optic. Semi -Diffuse Cone with White Painted flange 52 Amerlux Hornet HDL -HP -R -A14 20 LED 0-1 OV / HDL -HP -RD -A14 SLVW MFL 3500 Recessed; centered in width of the 21 EXISTING (MISCELLANEOUS) MATCH EXISTING MATCH EXISTING MATCH MATCH MATCH HARDWARE FUNCTION TO EXISTING EXISTING EXISTING W Decorative LED Pendant Cased Opal Glass Cylinder Diffuser with Satin Nickel Trim 14 Stone Lighting PD238 OP SN L5 M Pendant Mount with bottom at 6'-8" FREY . MILLER STAT F W HINGTON 3 ISSUE FOR PERMIT AND 2016-02-09 PRICING 1 FOR CLIENT REVIEW 2016-02-02 Delta Issue Nr. Description. Date CABINET HARDWARE X Existing Light Fixture 2— Recessed Grid Mounted FRAMELESS CONCEALED HINGES (EUROPEAN TYPE): BLUM, WEPA, HAFELE OR APPROVED EQUAL 120 DEGREES OF OPENING, SELF-CLOSING PULLS: WICKETT DP550 10-1/16" LONG, SATIN STAINLESS, SEE ELEVATIONS FOR LOCATIONS SHELF SUPPORT PIN: HAFELE, 282.04.711 PROVIDE (4) MIN. PER SHELF DRAWER SLIDES: BLUM, ACCLADE OR APPROVED EQUAL HEAVY DUTY: SIDE MOUNTED; FULL EXTENSION TYPE WITH POLYMER ROLLERS. EXPOSED HARDWARE FINISHES: NICKEL -PLATED CONCEALED HARDWARE: PROVIDE MANUFACTURER'S STANDARD FINISH THAT COMPLIES WITH THE PRODUCT CLASS REQUIREMENTS IN BHNA156.0. TRASH PULL-OUT HARDWARE: REV -A -SHELF #534S -150W -ISS WATTAGE CALC LATI Type Mark Description WATTS Count Total Watts A 8' suspended direct/indirect linear LED 94 W 32 3008 W B 8' wall mount direct/indirect linear LED 84 W 6 504 W K1 8' Linear Up/Down LED Pendant 78 W 2 156 W M 32" Diameter x 15" High LED Pendant 27 W 6 162 W "- ,• '' S Recessed LED Downlight with medium flood optic. 20 W 52 1040 WPP 0- 4 0, IMPLIANCE aWD CARD READER - ACCESS CONTROL DOOR & HARDWARE NOTES W Decorative LED Pendant 6 W 14 84 W Ann CCESS-CONTROLLED EGRESS DOORS. HE ENTRANCE DOORS IN A MEANS OF EGRESS IN BUILDINGS WITH AN OCCUPANCY IN GROUP A, B, 1-2, M, R-1, R-2, AND ENTRANCE DOORS TO TENANT SPACES IN OCCUPANCIES IN GROUPS A, J-2, M, R-1 AND R-2 ARE PERMITTED TO BE EQUIPPED WITH AN APPROVED ENTRANCE AND EGRESS ACCESS CONTROL SYSTEM, LISTED IN ACCORDANCE WITH UL 294, WHICH SHALL BE INSTALLED IN ACCORDANCE WITH ALL OF THE FOLLOWING CRITERIA: 1. A SENSOR SHALL BE PROVIDED ON THE EGRESS SIDE ARRANGED TO DETECT AN OCCUPANT APPROACHING THE DOORS. THE DOORS SHALL BE ARRANGED TO UNLOCK BY A SIGNAL FROM OR LOSS OF POWER TO THE SENSOR. LOSS OF POWER TO THAT PART OF THE ACCESS CONTROL SYSTEM WHICH LOCKS THE DOORS SHALL AUTOMATICALLY UNLOCK THE DOORS. 3. THE DOORS SHALL BE ARRANGED TO UNLOCK FROM A MANUAL UNLOCKING DEVICE LOCATED 40 INCHES TO 48 INCHES (1016 MM TO 1219 MM) VERTICALLY ABOVE THE FLOOR AND WITHIN 5 FEET (1524 MM) OF THE SECURED DOORS..READY ACCESS SHALL BE PROVIDED TO THE MANUAL UNLOCKING DEVICE AND THE DEVICE SHALL BE CLEARLY IDENTIFIED BY A SIGN THAT READS "PUSH TO EXIT". WHEN OPERATED, THE MANUAL UNLOCKING DEVICE SHALL RESULT IN DIRECT INTERRUPTION OF POWER TO THE LOCK - INDEPENDENT OF THE ACCESS CONTROL SYSTEM ELECTRONICS - AND THE DOORS SHALL REMAIN UNLOCKED FOR A MINIMUM OF 30 SECONDS. ACTIVATION OF THE BUILDING FIRE ALARM SYSTEM, IF PROVIDED, SHALL AUTOMATICALLY UNLOCK THE DOORS, AND THE DOORS SHALL REMAIN UNLOCKED UNTIL THE FIRE ALARM SYSTEM HAS BEEN RESET. 5. ENTRANCE DOORS IN BUILDING WITH AN OCCUPANCY IN GROUP A, B,1-2 OR M SHALL NOT BE SECURED FROM THE EGRESS SIDE DURING PERIODS THAT THE BUILDING IS OPEN TO THE GENERAL PUBLIC. 1. ALL (E) DOORS REQUIRING HARDWARE UPDATE/MODIFICATION: REPLACE DOOR AS REQUIRED TO MATCH (E) WITH NEWLY PREPARED DOORS AS SCHEDULED FOR NEW WORK. G.C. TO BE RESPONSIBLE TO MAINTAIN (E) UL -RATING OF DOOR AND FRAME ASSEMBLY AT RATED LOCATIONS. 2. SEE DETAIL 1;/AN-1.0 ) FOR TYPICAL DOOR CLEARANCES. ALL HARDWARE SHALL BE UNLOCKED IN THE DIRECTION OF EGRESS, REGARDLESS OF OTHER LOCK FUNCTIONS. 3. ALL 20 MIN. UL RATED DOORS AND FRAME ASSEMBLIES TO HAVE S -LABEL. 4. ALL RATED DOOR ASSEMBLIES SHALL BE U.L. AND NFPA APPROVED. 5. ALL DOORS AND FRAMES TO BE INSTALLED PLUMB, STRAIGHT AND TRUE. MAINTAIN ADEQUATE TOLERANCES AND CLEARANCES SO THAT ALL DOORS FIT AS SPECIFIED AND SWING/SLIDE PROPERLY. ANY DEVIATION FROM THIS WILL BE REJECTED BY OWNER AS UNACCEPTABLE AND WILL BE REPLACED AT SUPPLIER'S AND INSTALLER'S SOLE COST. 6. PROVIDE ALL PARTS NECESSARY FOR PROPER OPERATION OF ALL DOORS. 7. MAXIMUM DOOR OPENING EFFORT OF 5 LBS. AT INTERIOR DOORS AND EXTERIOR DOORS, 15 LBS. AT FIRE RATED DOORS. 8. ALL DOORS IN THE REQUIRED PATH OF EGRESS EQUIPPED WITH ELECTRONIC LOCKING DEVICES SHALL HAVE THESE DEVICES RELEASE IN THE EVENT OF A FIRE ALARM ACTIVATION 9. ALL DOORS ARE EQUIPPED WITH SINGLE -EFFORT, NON -GRASP HARDWARE (I.E., LEVER OR LOOP) CENTERED BETWEEN 34" AND 44" ABOVE THE FLOOR. 10. ALL DOORS MUST BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF KEY, SPECIAL KNOWLEDGE, OR EFFORT. 11, ALL GLAZING AND SIDELITES TO BE CLEAR TEMPERED GLASS, U.O.N. 12. ALL KEYED LOCKS TO BE SUPPLIED WITH BUILDING STANDARD CYLINDER. 13. SUBMIT SHOP DRAWINGS FOR ALL DOORS, FRAMES, AND HARDWARE PRIOR TO FABRICATION. 14. FIRE RATED DOORS AND FRAMES TO HAVE APPROVED FIRE RETARDANT BACKING. CONTRACTOR TO PROVIDE CERTIFICATION OF FIRE RETARDANT TREATMENT TO THE FIRE MARSHAL. 15. DOOR HEIGHTS GIVEN IN THE DOOR SCHEDULE DO NOT INCLUDE THE DOOR FRAME. 16. DO NOT UNDERCUT UL RATED DOORS, PROVIDE MINIMUM CLEARANCE ABOVE THRESHOLD OR ABOVE FINISHED FLOOR. 17. CONTRACTOR TO PREP ALL DOORS AND FRAMES TO RECEIVE ELECTRIFIED HARDWARE AS REQUIRED FOR CARD READERS, INCLUDING CABLING, PROVIDING A RACEWAY FROM ELECTRIFIED HINGE TO POWER TRANSFER, AND PROVIDING ALL HARDWARE INCLUDING ELECTRIFIED HINGES. ALL CARD READER DEVICES ARE FAIL-SAFE UNLESS OTHERWISE NOTED. ALL DOORS SCHEDULED TO RECEIVE CARD READERS PROVIDE FREE EGRESS AT ALL TIMES. CARD KEY ACCESS IS NEVER REQUIRED TO EXIT/EGRESS OUT OF ANY AREA OF THE BUILDING. 18. AT PAINTED WOOD DOORS, PAINT DOOR AND FRAME TO MATCH ADJACENT WALL FINISH, U.O.N. 19. PROVIDE THREE JAMB ANCHORS MINIMUM AT APPROXIMATE HINGE POINTS FOR DOORS UP TO 7'-6" H MAX. AND ONE BASE ANCHOR WITH TWO POWER ACTUATED FASTENERS PER JAMB. 20. PROVIDE FRAME ROUGH OPENING DIMENSIONS AS RECOMMENDED BY FRAME MANUFACTURER. 21. PROVIDE STANDARD FRAME PROFILE THROAT DIMENSIONS COMPATIBLE WITH, AND ASCITY DETERMINED BY, SCHEDULED PARTITION TYPES. 22. PROVIDE STRAPS, ANCHORS, AND FRAMING ACCESSORIES AS REQUIRED FOR AS -BUILT FIELD CONDITIONS AS RECOMMENDED BY THE MANUFACTURER AND INDUSTRY STANDARDS. 23. DOOR FRAMES SHALL BE SECURED IN PLACE WITH TWO FULL HEIGHT STUDS PER. JAMB MIN. 24. DOOR UNDERCUTS SHALL BE KEPT TO A MINIMAL DIMENSION BASED ON FLOOR FINISH MATERIAL, AND SHALL BE UNIFORM THROUGHOUT PROJECT, U.O.N. 25. THROUGH -BOLTING WILL NOT BE ACCEPTED. REINFORCE DOORS INTERNALLY. 26. ALL DOORS SHALL COMPLY WITH THE DOOR LANDING CLEARANCES FOR APPROACHES MEETING MINIMUM ADA REQUIREMENTS. 27. SEQUENCE OF OPERATIONS FOR CARD READERS AT EXIT DOORS: 1. NORMAL BUSINESS HOURS: - DOORS OPEN WITH CARD READER, FREE EGRESS 2. AFTER HOURS: - DOORS OPEN WITH CARD READER, FREE EGRESS 3. FIRE ALARM: -FREE EGRESS X Existing Light Fixture 34 W (a61 W TOTAL WATTS PROPOSED`. 5if IZ W TOTAL WATTS ALLOWED (10987 SF x 0.9): 9,888 W " of Tu [ BUILDING DIVISION FINISH SCHEDULE FINISH TYPE # MANUFACTURER FINISH NAME/NUMBER COLOR NAME/NUMBER Finish Size Installation Method Comments BASE I I V T E R I O R ARCHITECTS S E A T T L E 1001 4TH AVENUE, SUITE 3600 SEATTLE, WASHINGTON 98154 TEL 206-264-9195 FAX 206-624-1525 ©2018 INT E R 10 R A R C H I T E C T S. INC., A CALIFORNIA CORPORATION. ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED,, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. Drawn: Author Check: Checker Owner Approval: B 1 JOHNSONITE 63 BURNT UMBER 4" HIGH USE ROLL STOCK NOT 4" LENGTHS COVE BASE B 2 KOPPE 170 1WHITE 4" HIGH USE ROLL STOCK NOT 4" LENGTHS ICOVEBASE CEILING ACT 1 JARMSTRONG ULTIMA TEGULAR FINE TEXTURE WHITE 9/16" SUPRAFINE GRID SYSTEM - - FLOOR CPT 1 TANDUS CENTIVA ELEMENT 04468 PURE GREY 76001 24X24 VERTICAL ASHLAR - CPT 2 TANDUS CENTIVA KHARAPLEX #44038 CALIBER 01827 BROADLOOM BROADLOOM INSTALLED AT STAIRS CPT 3 SHAW CONTRACR GROUP BONJUR 11-60746 EBONY 31500 BROADLOOM BROADLOOM INSTALLED ON FLOOR 1 RS 1 FORBID MARMOLEUM LAVA 3139 105"X79" FULLY ADHERED = WD 1 KASWELL FLOORING SYSTEMS END GRAIN WOOD STRIPS WHITE OAK STRIP W/WOCA NATURAL OIL FINISH STANDARD STRIP SAND AND FINISH IN FIELD FLOORING MATERIAL TO MATCH BECU TFC BREAKOUT ROOMS. REUSE OVERSTOCK FROM BECU TFC, SUPPLEMENT WITH NEW. MILLWORK CT 1 STATEMENTS TILE EVOLVE - LATTE GLOSS 2" X 16" BRICK INSTALL PANTRY BACKSPLASH PL 1 NEVAMAR WILD OATS MATRIX MR7002T PL 2 FORMICA PLATINUM 902-58 INSULATION LEGEND SS 12 1 PENTAL.GRANITE & MARBLE PENTAL QUARTZ BQ850P CRYSTAL WHITE POLISHED ITHICKNESS PER DETAILS ALL PARTITIONS THAT ENCLOSE ROOMS SHALL RECEIVE ACOUSTIC FIBERGLASS BATT INSULATION BASED ON STUD WIDTH: MINERAL WOOL ACOUSTICAL INSULATION THICKNESSES A-1 1/2" B-211 C - 21/2" D - 31/2" E- EXISTING INSULATION To REMAIN F-6" MINERAL WOOL THERMAL INSULATION THICKNESS G - 21/2" (R-8) H-31/2"(11-9) J - 61/4" (R-18) FIBERGLASS BATT ACOUSTICAL INSULATION THICKNESS K-1 1/2" M-21 21/2" N -31/2" P-61/4" FIBERGLASS BATT THERMAL INSULATION THICKNESS R - 21/2" (R-8) S - 31/2° (R-11) T- 61/4" (R-19) WALL P 1 SHERWIN WILLIAMS COLORLIFE CLW 1033W FORGETMENOT FIELD PAINT TL 1 DALTILE FABRIQUE GRIS LINEN - P690 PORCELIAN 12" X 24" X 3/8" RUNNING BOND WALL TILE. TRIM VERTICAL EDGE OF TILE WITH SCHLUTER STRIP PRODUCT NAME: JOLLY. FINISH: SATIN NICKEL. SELECT TRIM SIZE TO MATCH TILE THICKNESS. GROUT PRODUCT NAME: HYDROMENT "MISTY GRAY" H144 Job No: 021BECU.0003.000 RgL991VE49indicated OF - MAR 16 2816 PERMIT C i=N TE R e Title: SC H E D U LES TL 2 DALTILE CITY VIEW DOWNTOWN NITE - CY04 PORCELIAN 12" X 24" X 3/8" RUNNING BOND FLOOR & WALL BASE TILE. FOR WALL BASE, ORDER IN 12" X 12" SIZE AND CUT FOR USE AS 8" HIGH WALL BASE. TRIM VERTICAL EDGE OF TILE WITH SCHLUTER STRIP PRODUCT NAME: JOLLY. FINISH: SATIN NICKEL. SELECT TRIM SIZE TO MATCH TILE THICKNESS. GROUT PRODUCT NAME: MAPEI "GRAY" 09 TL 3 CROSSVILE COLOR BY NUMBERS EIGHT DAYS A WEEK - WT -08S SATIN FINISH CERAMIC 4" X 8" X 1/4" STACKED BOND WALL -TILE AT SINK COVE. TRIM VERTICAL EDGE OF TILE WITH SCHLUTER STRIP PRODUCT NAME: JOLLY. FINISH: SATIN NICKEL. SELECT TRIM SIZE TO MATCH TILE THICKNESS. GROUT PRODUCT NAME: HYDROMENT "MISTY GRAY" H144 sheet: 1 01 DEMOLITION PLAN - Callout 1 1 /8" = 1'-0" 4 C DEMOLITION LEGEND II EXISTING CONSTRUCTION TO BE DEMOLISHED EXISTING CONSTRUCTION TO REMAIN EXISTING 1 HR FIRE RESISTANT RATED PARTITION TO REMAIN EXISTING 2HR FIRE RESISTANT RATED PARTITION TO REMAIN r- - -- - - - - - - - EXISTING MILLWORK TO BE DEMOLISHED - -- -- - - - - - - - - - - J AREA N.I.C. -" EXISTING FLOORING TO BE REMOVED ANNOTATIONS AND DEFINITIONS D - DENOTES DEMOLITION E - DENOTES EXISTING TO REMAIN SHEET NOTES 1 SEE AN -SHEET SERIES FOR ADDITIONAL NOTES AND ABBREVIATIONS. 2. WHERE EXISTING CERAMIC TILE, FABRIC OR VINYL WALL COVERING IS SCHEDULED TO BE REMOVED, AND THE GYPSUM BOARD PAPER IS DAMAGED IN THE PROCESS, REMOVE EXISTING LAYER OF GYPSUM BOARD TO EXPOSE EXISTING METAL STUD FRAMING. PROVIDE NEW GYPSUM BOARD TO MATCH EXISTING, AND AT RATED ASSEMBLIES, PROTECT AND MAINTAIN EXISTING UL COMPONENTS AS REQUIRED TO RETAIN UL RATING. 3. PROTECT WORK AREA INCLUDING NEW AND EXISTING MATERIALS AND FINISHES FROM DAMAGE WHICH MAY OCCUR FRONCONSTRUCTION, DEMOLITION, DUST, WATER, ETC. PROVIDE AND MAINTAIN TEMPORARY BARRICADES, CLOSURE WALLS, AS REQUIRED TIEIOTECT THE PUBLIC AND BUILDING OCCUPANTS DURING CONSTRUCTION. DAMAGE TO NEW AND EXISTING STRUCTURES, EQUIPMENT, MATERIALS AND FINISHES SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE OWNER AT THE SOLE EXPENSE OF TIfINTRACTOR. 4. [ADDITIONAL REMOVAL WORK FILED UNDER A SEPERATE APPLICATION.] 5. REMOVE EXISTING FINISH MATERIALS (INCLUDING WALLCOVERING, FLOOR FINISHES, WALL BASE, ETC) THROUGHOUT, U.O.N. PREPARE SURFACES FOR NEW FINISHES. 6. REMOVE DOORS, FRAMES, AND HARDWARE AS NOTED. 7. REMOVE AND DISCARD ALL FLOOR FINISHES AND WALL BASE AS WELL AS FLASH PATCH, MASTIC AND ADHESIVES DOWN TO THE STRUCTURAL CONCRETE FLOOR SLAB AND PREPARE FOR NEW FINISHES. 8. REMOVE ALL EXISTING MATERIALS CREATING UNEVEN, OUT OF TOLLERANCE SUBSTRATE INCLUDING BUT NOT LIMITED TO FASTENERS, COVER PLATES, RESILIENT FLOORING, CARPET PAD, ETC. 9. REMOVE ALL CABINETRY, SIGNAGE, CORNER GUARDS, SHELVING, EQUIPMENT, EXPOSED BLOCKING, WALL MOUNTED ACCESSORIES. 10. ALL LIFE SAFETY DEVICES SHALL REMAIN ACTIVE DURING DEMOLITION AND CONSTRUCTION. 11. REMOVE EXISTING PERIMETER BLINDS. PATCH SURFACES AS REQUIRED. w" R744 I q �4 vi 1011 iie 1, 9400 jJt1tFREYW. MILLER STAT F SHINGT( 3 ISSUE FOR PERMIT AND 2016-02-09 PRICING 1 FOR CLIENT REVIEW 2016-02-02 Delta Issue Nr. Description Date / qk � � aa/ / IA I NTERIOR -�,' ARCHITECTS 2 01 DEMOLITION PLAN - Callout 2 1/8" = 1'-0" 02 DEMOLITION PLAN 1/8" = 1'-0" I KEY NOTES I Key Value I Keynote Text 003 REMOVE AND DISPOSE EXISTING DOOR, AND FRAME AND HARDWARE. 004 REMOVE AND DISPOSE EXISTING DOOR AND HARDWARE. EXISTING FRAME TO REMAIN. 006 REMOVE AND DISPOSE EXISTING PARTITION OR PORTION OF PARTITION INCLUDING DOORS, FRAMES, HARDWARE, SIDELIGHTS AND CLERESTORY GLAZING (WHERE OCCURS). 008 REMOVE AND DISPOSE EXISTING MILLWORK AND PLUMBING FIXTURES. CLEAN AND PATCH WALL TO RECEIVE NEW FINISH. COORDINATE POWER AND PLUMBING TO ACCOMMODATE RELOCATED SINK, DISHWASHER, AND EQUIPMENT. 010 REMOVE AND DISPOSE EXISTING FOLDING PARTITION. REMOVE TRACK AND ANY SUPPORTING ELEMENTS. PATCH AND REPAIR WALL TO REMAIN. 011 REMOVE AND DISPOSE EXISTING WOOD CAP TRIM AND HANDRAILS AT OPEN STAIR AND GUARDWALLS. PROTECT GUARDWALLS FROM DAMAGE DURING DEMOLLITION AND CONSTRUCTION. 012 REMOVE SLATE AT STAIR STRINGERS AND CLEAN AND PREPARE FOR NEW PAINTED FINISH. 014 REMOVE AND DISPOSE EXISTING FLOORING, WALL TILE; PLUMBING FIXTURES, MILLWORK, ACCESSORIES, AND TOILET PARTITIONS. 016 REMOVE AND DISPOSE EXISTING DRINKING FOUNTAIN. RETAIN POWER AND PLUMBING LINES. PATCH AND REPAIR TO RECEIVE NEW DUAL DRINKING FOUNTAINS. 017 REMOVE EXISTING SLATE FLOORING. FOR APR 0 7 2016 City of TukvAla 19 LDING DIVISION S E A-iT 1 E 1001 4TH AVENUE, SUITE 3600 SEATTLE, WASHINGTON 98154 TEL 206-264-9195 FAX 206-624-1525 02016 I N T E R 10 R A R C H I T E C T S, INC., A CALIFORNIA CORPORATION. ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. Drawn: Check: Checker Owner Approval: Job No: 021BECU.0003.000 R€rptlVEr) 1/8" = 1'-0" CITY OF TUKWILA MiAll 16 2016 i'ERMIT CENTER Sheet:A-000 1 01 DEMO RCP - Callout 1 1/8" = 1'-0" . 4 201 DEMO RCP - Callout 2 k,t,r-1/8"-= 1'-0" 2 a 0 s 0 C) 2 T3 4 1 T I— — — — I I I-- ----- -----' 1 I: I[ - 1[ I I I----- I I I I - � L_1 -----: -----L--1----- �-----L--1-----' -----� L--1-----: -----: -----L--1--- �--- IL -----L_ I ----- -- : I ; I. . 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SECU m TUKWILA -I - - - CUSTOMER LIE DI G I F- -=- TYP. CEILING GRID AND LIGHT FIXTURE TO BE REMOVED . -I- - -- __a AREA N.I.C.v//////�////' . 13035 GATEWAY DR TU K ILA, WA 98158 D - DENOTES DEMOLITION E - DENOTES EXISTING TO REMAIN R - DENOTES RELOCATED t\00 ,� REGISTERED 1 SHEET NOTESI . 1. SEE SHEET AN -0.0 FOR ADDITIONAL NOTES AND ABBREVIATIONS. . 2. NEW CELING GRID AND TILE THROUGHOUT EXCEPT I.T. ROOM AND RESTROOM CEILINGS AND SOFFITS TO REMAIN. 3. SEE ENGINEER'S DRAWINGS FOR ADDITIONAL INFORMATION REGARDING REMOVAL OF MEP DEVICES. 4. WHERE INDICATED REMOVE ALL SUSPENDED CEILING TILES AND GRID [(INCLUDING SUPPORTS AND HANGERS) THROUGHOUT THE AREA OF WORK. REMOVE, REUSE, OR MODIFY EXISTING SUPPORTS AND HANGERS AS REQUIRED BY THE WORK. 5. SALVAGE EXISTING COMPLIANT FIRE ALARM DEVICES, EXIT SIGNS, LIGHTING, AND HVAC DEVICES THAT ARE SCHEDULED FOR REMOVAL FOR REUSE, U.O.N. 6. REMOVE ALL EXISTING LIGHT FIXTURES AND LENSES, EXCEPT IN I.T. ROOM AND RESTROOM SOFFITS. 7, REMOVE EXISTING WINDOW COVERING. 8. REMOVE ABANDONED PLENUM RATED TELEPHONE AND DATA CABLING WHERE DIRECTED BY OWNER AND/OR APPLICABLE OWNERS DATNTELECOM VENDOR/SUBCONTRACTOR. 9. DUE TO CONCEALED CONDITIONS NO ATTEMPT HAS BEEN MADE TO DISTINGUISH BETWEEN EXISTING FULL HEIGHT, THRU GRID, AND CEILING HEIGHT PARTITIONS. INCLUDE DEMOLITION OF PARTITION RELATED ASSEMBLIES ABOVE THE CEILING PER AS -BUILT FIELD CONDITIONS WHERE PARTITIONS ARE SHOWN TO BE REMOVED. I . 10. DEMOLISH ALL EXISTING SPRINKLER HEADS WITHIN SCOPE AND INSTALL NEW. FOR x APR 0 7 2016. • Cil of Trails Bu LDING DIVISION MILLER 3 ISSUE FOR PERMIT AND 2016-02-09 PRICING 1 FOR CLIENT REVIEW 1 2016-02-02 Delta Issue Nr. Description Date I1 INT E RI KEY NOTES . . ARCHITECTS Key Value Keynote Text 010 REMOVE AND DISPOSE EXISTING FOLDING PARTITION. REMOVE TRACK AND ANY SUPPORTING ELEMENTS. PATCH AND REPAIR WALL TO REMAIN. 015 REMOVE AND DISPOSE EXISTING SURFACE MOUNTED LIGHTING FIXTURES. RETAIN EXISTING SWITCHING. PATCH AND REPAIR TO RECEIVE NEW PAINT. A 018 REMOVE AND DISPOSE EXISTING LIGHTING FIXTURES. FOR x APR 0 7 2016. • Cil of Trails Bu LDING DIVISION MILLER 3 ISSUE FOR PERMIT AND 2016-02-09 PRICING 1 FOR CLIENT REVIEW 1 2016-02-02 Delta Issue Nr. Description Date I1 INT E RI OR ARCHITECTS 1001 4TH AVENUE, SUITE 3600 SEATTLE, WASHINGTON 98154 TEL 206-264-9195 FAX 206-624-1525 82016 I N T E R I O R A R C H I T E C T S, INC., A CALIFORNIA CORPORATION. ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. I ) 16 Do )I Drawn: Author Check: Checker Owner Approval: -1��F El - R”. , , Job No: 021BECU.0003.000 T �- I A1� 1 6 2016 DE OLITIO PERMIT CENTER REFLECTED CEILING Title: P LA N m�' 1 01 PARTITION PLAN - Callout 1 4 2 01 PARTITION PLAN - Callout 2 1 /8" = 1'-0" a V s N O C 1 EGRESS — STAIR 109 B) — ---(: G ) - ---(::F 02 PARTITION PLAN 1/8" = 1'-0" PARTITION LEGEND PARTITION TYPE (SEE PARTITION SCHEDULE) INSULATION TYPE, WHERE OCCURS (SEE INSULATION TYPES) KEYNOTE B01 ,z LAZING TYPE ti 0 NEW CONSTRUCTION FLOOR TO CEILING WINDOW PARTIAL HEIGHT WINDOW (WITH SILL) DOOR TAG (DOOR NUMBER BASED ON ROOM NUMBER WITH ALPHA SUFFIX IF MULTIPLE) EXISTING CONSTRUCTION TO REMAIN NEW 1 HR FIRE RESISTANT RATED PARTITION NEW 2HR FIRE RESISTANT RATED PARTITION -----~ -—.-- - — -- - -- EXISTING 1 HR FIRE RESISTANT RATED PARTITION EXISTING 2HR FIRE RESISTANT RATED PARTITION FE FIRE EXTINGUISHER NEW MILLWORK WITH OVERHEAD CABINETS AREA N.I.C. FEC FIRE EXTINGUISHER CABINET FPR FIRE PROTECTION RISER CABINET +42" - INDICATES MOUNTING HEIGHT A.F.F. SHEET NOTES 1. SEE AN -SHEET SERIES FOR ADDITIONAL NOTES AND ABBREVIATIONS. 2. PARTITIONS DIMENSIONED TO FINISH FACE U.O.N. 3. USE TYPE "X" GWB ON FIRE RATED PARTITIONS. 4. USE CEMENTITIOUS BACKER BOARD ('DUROCK') OR EQUAL AT PARTITIONS SCHEDULED TO RECEIVE CERAMIC TILE (U.O.N.). SEE FINISH PLAN FOR LOCATION OF TILE. 5. SEE A-8 DETAIL SHEET SERIES FOR TYPICAL PARTITION DETAILS, EXTEND OF FRAMING AND FINISHES. 6. WHERE FURRED PARTITIONS EXCEED MAXIMUM HEIGHT, BRACE TO ADJACENT STRUCTURE. SEE A-8 DETAIL SHEET SERIES. 7. FIRE SAFE PENETRATIONS AT FIRE RESISTANT RATED PARTITIONS PER APPLICABLE UL ASSEMBLY. SEE A8 SHEET SERIES FOR DETAILS. 8. MAINTAIN INTEGRITY OF EXISTING FIRE RESISTANT RATED ASSEMBLIES FOR ALL PENETRATIONS. 9. PROVIDE BLOCKING AS REQUIRED AT LOCATIONS INCLUDING, BUT NOT LIMITED TO: GRAB BARS, SHELVING, OVERHEAD CABINETS, SIGNAGE, TOILET ROOM ACCESSORIES, WALL MOUNT. EQUIPMENT, ETC. 10. REFER TO A-2 SHEET SERIES FOR POWER & SIGNAL DEVICE LOCATIONS. 11. PROVIDE LEVEL 5 FINISH AT ALL PARTITIONS TO RECEIVE WALL COVERING. REFER TO FINISH PLANS FOR LOCATIONS AND ADDITIONAL INFORMATION. KEY NOTES Key Value Keynote Text 103 SIDELIGHT JOINTS TO BE EQUALLY SPACED. CONFIRM SPACING WITH ARCHITECT IN SHOP DRAWING SUBMITTALS. 105 INFILL OPENING WHERE EXISTING DOOR HAS BEEN REMOVED 111 NEW PLASTIC LAMINATE WORK SURFACE AT 34" AFF. 112 NEW STAINLESS STEEL HAND RAIL. GC TO COORDINATE WITH INTERIOR ARCHITECTS ON FINAL PROFILE. 113 NEW WOOD CAP AT GUARDWALL TO MATCH WOOD FINISH OF NEW DOORS. 114 PROVIDE OBSCURE FILM AT SIDELIGHT 115 RECESSED FIRE EXTINGUISHER CABINET 116 FIRST AID KIT WED FOR CO MPLIANCE APPROVED APR 0 7 2016 City OfTut ila BUILDING DIVISION C14nn 3 ISSUE FOR PERMIT AND 2016-02-09 PRICING 1 FOR CLIENT REVIEW 2016-02-02 Delta Issue Nr. Description Date IAIN T E RIO R ARCHITECTS 1001 4TH AVENUE, SUITE 3600 SEATTLE, WASHINGTON 98154 TEL 206-264-9195 FAX 206-624-1525 02016 I N T E R 10 R A R C H I T E C T S, INC., A CALIFORNIA CORPORATION. ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. Drawn: Author Check: Checker Owner Approval: Sheet:A�l x : 3 01 POWER SIGNAL PLAN - Callout 1 1/8" = 1'-0" 4 01 POWER SIGNAL PLAN - Callout 2 1'-0" Q 4 4 Q 1 02 POWER SIGNAL PLAN POWER & SIGNAL LEGEND WALL MOUNTED DUPLEX OUTLET FLUSH FLOOR MOUNTED TELEPHONE/DATA OUTLET db D WALL MOUNTED DEDICATED OUTLET FLUSH FLOOR MOUNTED TELEPHONE OUTLET 6 WALL MOUNTED QUAD OUTLET WALL MOUNTED JUNCTION BOX ® FLUSH FLOOR MOUNTED DUPLEX OUTLET Q FLUSH FLOOR MOUNTED WIRED JUNCTION BOX ® FLOOR MOUNTED QUAD OUTLET FURNITURE MOUNTED DUPLEX OUTLET FURNITURE MOUNTED TELEPHONE/DATA OUTLET AV AV FLOOR MOUNTED JUNCTION BOX X❑ EQUIPMENT DESIGNATION V////// AREA NOT IN CONTRACT FLUSH FLOOR MOUNTED DATA OUTLET WALL MOUNTED TELEPHONE OUTLET WALL MOUNTED DATA OUTLET ANNOTATIONS AND DEFINITIONS FURNISH: SUPPLY AND DELIVER TO PROJECT SITE READY FOR UNLOADING, UNPACKING & INSTALLATION. INSTALL: OPERATIONS ON PROJECT SITE INCL. UNLOADING, TEMP. STORING, UNPACKING, INSTALLING, ASSEMBLING, PLACING, ANCHORING, APPLYING, FINISHING, PROTECTING, CLEANING ETC. PROVIDE: FURNISH AND INSTALL, COMPLETE READY FOR THE INTENDED USE. D - DENOTES DEMOLITION GFI - DENOTES GROUND FAULT INTERRUPT E - DENOTES EXISTING TO REMAIN ($+42" . - INDICATES MOUNTING HEIGHT A.F.F. R - DENOTES RELOCATED I SHEET NOTES I 1. SEE AN -SHEET SERIES FOR ADDITIONAL NOTES AND ABBREVIATIONS. 2. SEE ENGINEERING DRAWINGS FOR ADDITIONAL INFORMATION. 3. G.C. TO COORDINATE ALL FINAL FLOOR CORE LOCATIONS WITH FURNITURE VENDOR, OWNER AND ARCHITECT PRIOR TO START OF WORK. ALL FLOOR AND WALL CORING SHALL BE SCHEDULED DURING OFF HOURS UNLESS OTHERWISE ALLOWED BY OWNER. 4. G.C. TO MAINTAIN EXISTING UL FIRE RATED ASSEMBLY FOR ALL PENETRATIONS. 5. ALL NEW COVER PLATES, STROBES, SWITCHES, AND PLUGS, ETC. TO BE WHITE AT PAINTED AND FABRIC WALL AREAS U.O.N. ALL COVER PLATES AT WOOD VENEER WALLS TO BE DARK BROWN U.O.N. REPLACE EXISTING COVER PLATES, PLUGS, SWITCHES, ETC. WITH NEW. SUBMIT COLOR SELECTION TO ARCHITECT PRIOR TO START OF WORK, 6. WHERE DEVICES ARE SHOWN BACK TO BACK, OFFSET AS REQUIRED TO COMPENSATE FOR BOX AND STUD DIMENSIONS. USE CENTER POINT BETWEEN DEVICE LOCATIONS AS REFERENCE POINT FOR LOCATION DIMENSION U.O.N. 7. COORDINATE DEVICE LOCATIONS PRIOR TO START OF WORK INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING CONDITIONS SYSTEM FURNITURE LAYOUT, FREE STANDING AND BUILT-IN FURNITURE, MILLWORK, STRUCTURAL COLUMN LINES AT'POKE-THROUGH' LOCATIONS & FACE OF FINISH AT PARTITIONS AND FLOOR. WHERE APPLICABLE CONDUCT PRE -INSTALLATION CONFERENCE. 8. WHERE'WHIPS' ARE SCHEDULED FOR SYSTEM FURNITURE, PROVIDE COMPLETE CODE COMPLIANT INSTALLATION INCLUDING, BUT NOT LIMITED TO'WHIPMUST BE VISIBLE AND READILY ACCESSIBLE, SYSTEM FURNITURE.'WHIPINSTALLATION, HOOK UP AND ACTIVATION SHALL COMPLY WITH LOCAL LABOR LAWS AND JURISDICTION REQUIREMENTS INCLUDING UL., LOCATE 'WHIPOUTSIDE CLEAR ZONES REQUIRED FOR CIRCULATION, ADA ACCESSIBLE ROUTES AND EXIT PATH, 9. FUTURE VENDOR SHALL COORDINATE FURNITURE INSTALLATION WITH POWER/SIGNAL DEVICE LOCATIONS. 10. PROVIDE 3" MINIMUM CLEAR BETWEEN FLOOR MONUMENTS AND PARTITION. 11. PROVIDE NEMA RECEPTACLE TYPES BASED ON ELECTRICAL AND COMMUNICATION EQUIPMENT SPECIFICATIONS AS COORDINATED PRIOR TO START OF WORK 12. FOR DEDICATED OUTLETS AND RECEPTACLE MOUNTING HEIGHTS DESIGNED FOR SPECIAL EQUIPMENT, HEIGHT SHALL BE MEASURED FORM THE FINISHED FLOOR TO THE CENTERLINE OF THE OUTLET MOUNTED VERTICALLY, UNLESS NOTED OTHERWISE. RECEPTACLE, SWITCH AND OUTLET MOUNTING HEIGHT DIMENSIONS ARE MEASURED FROM FINISHED FLOOR TO OUTLET CENTERLINE MOUNTED VERTICALLY, UNLESS NOTED OTHERWISE. 13. PRIOR TO START OF WORK VERIFY AND COORDINATE ELECTRICAL BUS DUCT AND CONDUIT, RISER AND HORIZONTAL ROUTING, RUN LOCATIONS, CIRCUITING AND WIRING FOR NEW WORK TO VALIDATE REQUIRED CLEARANCES BASED ON AS -BUILT FIELD CONDITIONS. BRING CONFLICTS WHERE OCCUR TO ARCHITECT'S ATTENTION. 14. ALL ELECTRICAL WORK AND MATERIALS SHALL BE IN COMPLIANCE WITH THE CURRENT RULES AND REGULATIONS OF THE NATIONAL BOARD OF FIRE UNDERWRITERS, THE STATE FIRE MARSHALL, THE SAFETY ORDERS OF THE DIVISION OF INDUSTRIAL SAFETY, DEPARTMENT OF INDUSTRIAL RELATIONS AND APPLICABLE CODES. ALL EQUIPMENT SHALL BE UL LABELED. 15. BUILDING SERVICES AND UTILITY DISRUPTIONS TO THE BUILDING, INCLUDING ADJACENT TENANTS IN MULTI -TENANT BUILDINGS ARE NOT PERMITTED DURING NORMAL BUSINESS HOURS. ALL FIRE / LIFE SAFETY SYSTEMS SHALL REMAIN OPERATIONAL DURING DEMOLITION AND CONSTRUCTION ACTIVITIES DURING NORMAL BUSINESS HOURS. FOR TEMPORARY DISRUPTIONS LIMITED TO THE AREA OR WORK, AFTER HOURS AS NEEDED TO COMPLETE THE WORK, SCHEDULE DAY AND TIME WITH OWNER IN ADVANCE, IN WRITING ON AN OVERTIME BASIS. REESTABLISH ALL BUILDING SERVICES AND UTILITIES AT CONCLUSION OF TEMPORARY SHUT OFF, AS SOON AS PRACTICAL. I KEY NOTES I Key Value Keynote Text 201 COORDINATE ALL NEW FURNITURE POWER LOCATIONS WITH FURNITURE VENDOR PRIOR TO INSTALLATION. 202 NEW RECEPTACLES IN EXISTING PARTITION. 204 CONFIRM FLOOR CORE LOCATIONS WITH ARCHITECT PRIOR TO INSTALLATION. 205 FULLY FLUSH RECESSED FLOOR JUNCTION BOX FOR POWER AND DATA FEED. 206 1WHERE POSSIBLE, RETAIN EXISITNG CONVENIENCE OUTLETS IN EXISTING WALLS TO REMAIN. WED FOR C -00E CQMPLL4NCE APPROVED APR 0 7 2016 m. City of Tukwila BUILDING DIVISION 9400 I VJ�FREYB. MILLER STAT OF ASHINGT< 3 ISSUE FOR PERMIT AND 2016-02-09 PRICING 1 FOR CLIENT REVIEW 2016-02-02 Delta Issue Nr. Description Date INT IIALL ffiO111TED TELEPHONE/DATA OUTLET R IOR ItI WALL MOUNTED RD READERCR iryn�„s�� 7z WALL MOUNTED PUSH BUTTON s k� s':}}d+rfi7r"WWY'd',�' t ate, WALL MOUNTED 1 3 TSAT WALL FI–RP '1 DATA FLR FEM FLOOR WHIP - POWER/ DATA �. u 11'1 POWER • , ANNOTATIONS AND DEFINITIONS FURNISH: SUPPLY AND DELIVER TO PROJECT SITE READY FOR UNLOADING, UNPACKING & INSTALLATION. INSTALL: OPERATIONS ON PROJECT SITE INCL. UNLOADING, TEMP. STORING, UNPACKING, INSTALLING, ASSEMBLING, PLACING, ANCHORING, APPLYING, FINISHING, PROTECTING, CLEANING ETC. PROVIDE: FURNISH AND INSTALL, COMPLETE READY FOR THE INTENDED USE. D - DENOTES DEMOLITION GFI - DENOTES GROUND FAULT INTERRUPT E - DENOTES EXISTING TO REMAIN ($+42" . - INDICATES MOUNTING HEIGHT A.F.F. R - DENOTES RELOCATED I SHEET NOTES I 1. SEE AN -SHEET SERIES FOR ADDITIONAL NOTES AND ABBREVIATIONS. 2. SEE ENGINEERING DRAWINGS FOR ADDITIONAL INFORMATION. 3. G.C. TO COORDINATE ALL FINAL FLOOR CORE LOCATIONS WITH FURNITURE VENDOR, OWNER AND ARCHITECT PRIOR TO START OF WORK. ALL FLOOR AND WALL CORING SHALL BE SCHEDULED DURING OFF HOURS UNLESS OTHERWISE ALLOWED BY OWNER. 4. G.C. TO MAINTAIN EXISTING UL FIRE RATED ASSEMBLY FOR ALL PENETRATIONS. 5. ALL NEW COVER PLATES, STROBES, SWITCHES, AND PLUGS, ETC. TO BE WHITE AT PAINTED AND FABRIC WALL AREAS U.O.N. ALL COVER PLATES AT WOOD VENEER WALLS TO BE DARK BROWN U.O.N. REPLACE EXISTING COVER PLATES, PLUGS, SWITCHES, ETC. WITH NEW. SUBMIT COLOR SELECTION TO ARCHITECT PRIOR TO START OF WORK, 6. WHERE DEVICES ARE SHOWN BACK TO BACK, OFFSET AS REQUIRED TO COMPENSATE FOR BOX AND STUD DIMENSIONS. USE CENTER POINT BETWEEN DEVICE LOCATIONS AS REFERENCE POINT FOR LOCATION DIMENSION U.O.N. 7. COORDINATE DEVICE LOCATIONS PRIOR TO START OF WORK INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING CONDITIONS SYSTEM FURNITURE LAYOUT, FREE STANDING AND BUILT-IN FURNITURE, MILLWORK, STRUCTURAL COLUMN LINES AT'POKE-THROUGH' LOCATIONS & FACE OF FINISH AT PARTITIONS AND FLOOR. WHERE APPLICABLE CONDUCT PRE -INSTALLATION CONFERENCE. 8. WHERE'WHIPS' ARE SCHEDULED FOR SYSTEM FURNITURE, PROVIDE COMPLETE CODE COMPLIANT INSTALLATION INCLUDING, BUT NOT LIMITED TO'WHIPMUST BE VISIBLE AND READILY ACCESSIBLE, SYSTEM FURNITURE.'WHIPINSTALLATION, HOOK UP AND ACTIVATION SHALL COMPLY WITH LOCAL LABOR LAWS AND JURISDICTION REQUIREMENTS INCLUDING UL., LOCATE 'WHIPOUTSIDE CLEAR ZONES REQUIRED FOR CIRCULATION, ADA ACCESSIBLE ROUTES AND EXIT PATH, 9. FUTURE VENDOR SHALL COORDINATE FURNITURE INSTALLATION WITH POWER/SIGNAL DEVICE LOCATIONS. 10. PROVIDE 3" MINIMUM CLEAR BETWEEN FLOOR MONUMENTS AND PARTITION. 11. PROVIDE NEMA RECEPTACLE TYPES BASED ON ELECTRICAL AND COMMUNICATION EQUIPMENT SPECIFICATIONS AS COORDINATED PRIOR TO START OF WORK 12. FOR DEDICATED OUTLETS AND RECEPTACLE MOUNTING HEIGHTS DESIGNED FOR SPECIAL EQUIPMENT, HEIGHT SHALL BE MEASURED FORM THE FINISHED FLOOR TO THE CENTERLINE OF THE OUTLET MOUNTED VERTICALLY, UNLESS NOTED OTHERWISE. RECEPTACLE, SWITCH AND OUTLET MOUNTING HEIGHT DIMENSIONS ARE MEASURED FROM FINISHED FLOOR TO OUTLET CENTERLINE MOUNTED VERTICALLY, UNLESS NOTED OTHERWISE. 13. PRIOR TO START OF WORK VERIFY AND COORDINATE ELECTRICAL BUS DUCT AND CONDUIT, RISER AND HORIZONTAL ROUTING, RUN LOCATIONS, CIRCUITING AND WIRING FOR NEW WORK TO VALIDATE REQUIRED CLEARANCES BASED ON AS -BUILT FIELD CONDITIONS. BRING CONFLICTS WHERE OCCUR TO ARCHITECT'S ATTENTION. 14. ALL ELECTRICAL WORK AND MATERIALS SHALL BE IN COMPLIANCE WITH THE CURRENT RULES AND REGULATIONS OF THE NATIONAL BOARD OF FIRE UNDERWRITERS, THE STATE FIRE MARSHALL, THE SAFETY ORDERS OF THE DIVISION OF INDUSTRIAL SAFETY, DEPARTMENT OF INDUSTRIAL RELATIONS AND APPLICABLE CODES. ALL EQUIPMENT SHALL BE UL LABELED. 15. BUILDING SERVICES AND UTILITY DISRUPTIONS TO THE BUILDING, INCLUDING ADJACENT TENANTS IN MULTI -TENANT BUILDINGS ARE NOT PERMITTED DURING NORMAL BUSINESS HOURS. ALL FIRE / LIFE SAFETY SYSTEMS SHALL REMAIN OPERATIONAL DURING DEMOLITION AND CONSTRUCTION ACTIVITIES DURING NORMAL BUSINESS HOURS. FOR TEMPORARY DISRUPTIONS LIMITED TO THE AREA OR WORK, AFTER HOURS AS NEEDED TO COMPLETE THE WORK, SCHEDULE DAY AND TIME WITH OWNER IN ADVANCE, IN WRITING ON AN OVERTIME BASIS. REESTABLISH ALL BUILDING SERVICES AND UTILITIES AT CONCLUSION OF TEMPORARY SHUT OFF, AS SOON AS PRACTICAL. I KEY NOTES I Key Value Keynote Text 201 COORDINATE ALL NEW FURNITURE POWER LOCATIONS WITH FURNITURE VENDOR PRIOR TO INSTALLATION. 202 NEW RECEPTACLES IN EXISTING PARTITION. 204 CONFIRM FLOOR CORE LOCATIONS WITH ARCHITECT PRIOR TO INSTALLATION. 205 FULLY FLUSH RECESSED FLOOR JUNCTION BOX FOR POWER AND DATA FEED. 206 1WHERE POSSIBLE, RETAIN EXISITNG CONVENIENCE OUTLETS IN EXISTING WALLS TO REMAIN. WED FOR C -00E CQMPLL4NCE APPROVED APR 0 7 2016 m. City of Tukwila BUILDING DIVISION 9400 I VJ�FREYB. MILLER STAT OF ASHINGT< 3 ISSUE FOR PERMIT AND 2016-02-09 PRICING 1 FOR CLIENT REVIEW 2016-02-02 Delta Issue Nr. Description Date INT E R IOR ARCHITECTS SE/\ -F -Fl E 1001 4TH AVENUE, SUITE 3600 SEATTLE, WASHINGTON 98154 TEL 206-264-9195 FAX 206-624-1525 Drawn: Author Check: Checker Owner Approval: RECEIVED Job No: 021 BECU.0003.000 CITYcfl�F T111/KvW1 A tR 16 2010 PMU E1l & PERMIT CENTER s 1IT1111"Z11 Will Sheet:A-2 m uAmL 1 2 3 4 RCP LEGEND ®� CEILING MOUNTED ONE SIDED EXIT SIGN O CEILING MOUNTED SPECIALTY PENDENT 10I CEILING MOUNTED TWO SIDED EXIT SIGN H8 WALL MOUNTED EXIT SIGN o LINEAR FLUORESCENT 0 LINEAR FLUORESCENT WALL WASHER 2X4 FLUORESCENT TROFFER FIXTURE ® 2X2 FLUORESCENT TROFFER FIXTURE O RECESSED DOWNLIGHT ❑ RECESSED SQUARE DOWNLIGHT O> RECESSED WALL WASHER CEILING MOUNTED PENDANT WALL MOUNTED SCONCE WALL MOUNTED SINGLE LIGHT SWITCH WALL MOUNTED SINGLE LIGHT SWITCH TYP. CEILING GRID AND LIGHT FIXTURE RECESSED PROJECTION SCREEN AREA N.I.C. _ _ _ _ — _ — LIGHTING IN FURNITURE SYSTEM - COORDINATE W/MANF. 0101 RCP - Callout 1 1/811 = 1'-0" 4 2 01 RCP - Callout 2 1 109 11 C 02 RCP 1/8" = 1'-0" ANNOTATIONS AND DEFINITIONS +80 D - DENOTES DEMOLITION I-® - INDICATES MOUNTING HEIGHT A.F.F. E - DENOTES EXISTING TO REMAIN KBPS- INDICATES USE FOR PROJECTION SCREEN R - DENOTES RELOCATED K,03 - INDICATES THREE WAY SWITCH SHEET NOTES 1. SEE AN -SHEET SERIES FOR ADDITIONAL NOTES AND ABBREVIATIONS. 2. VERIFY AS -BUILT FIELD CONDITIONS AND LOCATIONS FOR EXISTING AND NEW PLUMBING, AUDIO VISUAL, HVAC DUCTWORK AND PIPING, STRUCTURAL FRAMING, ELECTRICAL BUS DUCT AND CONDUIT BANKS, ELECTRICAL PULL BOXES, FIRE PROTECTION LINES AND RELATED WORK TO DETERMINE AND COORDINATE BEST CEILING FRAMING, POINTS OF ACCESS AND CLEARANCES AS REQUIRED FOR NEW WORK. 3. PROVIDE ACCESS PANELS WHERE REQUIRED IN GYP.BD. CEILING INCLUDING, BUT NOT LIMITED TO FIRE SMOKE DAMPERS, FIRE LIFE SAFETY J -BOXES, FAN COILS AND VAV BOXES PER MANUFACTURER'S WRITTEN RECOMMENDATIONS, CONDUIT BANK PULL BOXES AND CONTROL AND SHUTOF VALVES. 4. UNLESS OTHERWISE SHOWN PROVIDE FLUSH DRYWALL TYPE ACCESS PANELS W/ CONCEALED FRAME AT ALL NON RATED LOCATIONS. 5. ALL CEILING MOUNTED ELECTRICAL DEVICES SHALL BEAR UL LABEL AND FREE OF DEFECTS. 6. WHERE EXISTING ACOUSTICAL CEILING TILE IS SCHEDULED TO REMAIN, REPLACE DAMAGED ACOUSTICAL CEILING TILE WITH NEW TO MATCH EXISTING. IF PRODUCT IS NOT AVAILABLE FROM BUILDING INVENTORY ATTIC STOCK OR MANUFACTURER, NOTIFY ARCHITECT PRIOR TO START OF WORK. 7. LIGHTING CONTROL COVER PLATES SHALL BE WHITE AT GYP BD CEILINGS, SOFFITS AND CEILING MOUNTED FABRIC WRAPPED PANEL LOCATIONS, UNLESS NOTED OTHERWISE. 8. AT EXPOSED STRUCTURE AREAS IN STEEL BUILDINGS WITH EXPOSED SPRAY FIREPROOFING, PROVIDE PROTECTIVE OVERSPRAY OVER SPRAY FIREPROOFING TO PREVENT DUSTING WHERE PAINT IS SCHEDULED AT EXPOSED STRUCTION PROVIDE PRIMER/SEALER UNDERCOAT PER MANUFACTURER'S WRITTEN RECOMMENDATIONS. 9. CONTRACTOR TO COORDINATE FIRE SPRINKLER AND FIRE ALARM DEVICE LOCATIONS WITH ARCHITECT PRIOR TO SUBMITTING FOR PERMIT. WHERE APPLICABLE CENTER SPRINKLER HEADS IN CEILING TIME. ALIGN SPEAKERS, SMOKE DETECTORS, MOTION SENSORS AND RELATED CEILING MOUNTED DEVICES WITH LIGHTING FIXTURE CENTERLINES AND CENTER OF CEILING TILE. LOCATE HVAC DIFFUSERS IN GYP BD CEILINGS AS SHOW ON ARCHITECTURAL R.C.P. 10. LOCATE EXIT SIGNS VERTICALLY ABOVE THE FINISH FLOOR TO INSURE SIGHT LINES ARE NOT BLOCKED BY LIGHT FIXTURES, BEAMS; SOFFITS, DROPPED CEILINGS, DUCTWORK, CONDUIT BANKDS, PIPING AND RELATED OVERHEAD WORK. 11. INSTALL NEW CONCEALED OR SPRINKLER HEADS THROUGHOUT SCOPE. I I KEY NOTES I I Key Value I Keynote Text I 301 EXISTING CEILING AND LIGHTING TO REMAIN. 309 ADD SOFFIT LIGHT FIXTURE TO MATCH BECU TUKWILA FINANCIAL CENTER RESTROOMS AT EXISTING SOFFIT. 310 FURNITURE MOUNTED TASK LIGHT. V'(EVVi'ED FOR PLIANCE ,' P OVER APR 0 7 2016 City of TuWla BUILDING DIVISION 49.400 REGISTERED Y B. MILLER WASHINGTON 3 ISSUE FOR PERMIT AND 2016-02-09 PRICING 1 FOR CLIENT REVIEW 2016-02-02 Delta Issue Nr. Description Date I NTE R IQ R ARCHITECTS S E ATT 1. E 1001 4TH AVENUE, SUITE 3600 SEATTLE, WASHINGTON 98154 TEL 206-264-9195 FAX 206-624-1525 02016 I N T E R 10 R A R C H I T E C T S, INC., A CALIFORNIA CORPORATION. ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. Drawn: Author Check: Checker Owner App oval: CITY OF TUKWI`A Job No: 021 BECU.0003.000 Scale: 1/8" = 1'-0" MAR 1 6.2016 PERMIT CENTER REFLECTED CEILING ■ LAN �e wlv;, 1 01 FINISH PLAN - Callout 1 1/8" = 1'-0" 4 01 FINISH PLAN - Callout 2 21 /8" = 1'-0" C 091 /22 FO FE ('--3) 02 FINISH PLAN 1/8" = 1'-0" FINISH LEGEND CORNER GUARD U -SHAPE J CORNER GUARD L -SHAPE A. METAL CORNER GUARD 1.16GA. TYPE 304 STAINLESS STEEEL; SATIN FINISH 2.1-1/2 INCH WINGS 3.1/8 INCH RADIUS CORNER BEND 4.48 INCH HEIGHT; UNLESS INDICATED OTHERWISE 5. PROFILES: 90 -DEGREE AND U -SHAPED GUARDS AS INDICATED. 6. PROVIDE U -SHAPED PROVILES IN WIDTHS SUCH THAT FIT TO WALL IS SNUG AND TIGHT ON ALL SURFACES. 7. FURNISH CEMENT AND RELATED ACCESSORIES AS REQUIRED FOR ADHESIVE INSTALLATION. FINISH JOINT FLOOR FINISHES 0 CPT 1 CPT 2 ;0 CPT3 D RS 0 WD TL 2 SHEET NOTES 1. SEE AN -SHEET SERIES FOR ADDITIONAL NOTES AND ABBREVIATIONS. 2. PROVIDE ALL NEW FINISHES IN RESTROOMS AS REQUIRED TO MATCH BECU TUKWILA FINANCIAL CENTER. KEYNOTES Key Value Keynote Text 405 NEW PERIMETER WINDOW BLINDS TO MATCH BECU TUKWILA FINANCIAL CENTER rA I -WED FOR ,C .; PLIANCE PPROVED PR 0 7 2016 My ®f TukvAla BUILDING DIVISION 9400 k Ac EGISTERED 'REY ' MILLER OF WASHINGTON 3 ISSUE FOR PERMIT AND 2016-02-09 PRICING 1 FOR CLIENT REVIEW 2016-02-02 Delta Issue Nr. Description Date INTERIOR ARCHITECTS S E A T T L E 1001 4TH AVENUE, SUITE 3600 SEATTLE, WASHINGTON 98154 TEL 206-264-9195 FAX 206-624-1525 Job No: 021 BECU.0003.000 a FSP -IL I V 1E� " = 1'-0" CITY OF TUKWI!..A MA 162013 PERMIT CEfTfER Title: F' i S P Sheet:A. 4mO 1 01 FURNITURE PLAN - Callout 118 4 2 01 FURNITURE PLAN - Callout 2 1 /8" = 1'-0" Q Q 4 02 FURNITURE PLAN 1/8" = 1'-0" SHEET NOTES KEYNOTES V WED FOR 00bEAMPLIANCE APPROVED APR 0 7 2016 Cit/ of Tukwila BUILDING DIVISION O'n" I�1011 m ONLYNFOtiMA rm"'4 a ' ET FOn NG =1011CTAX am WXT • i • 9400 REUASHINGTON . MILLER OF 3 ISSUE FOR PERMIT AND 2016-02-09 PRICING 1 FOR CLIENT REVIEW 2016-02-02 Delta Issue Nr. Description Date IAIN T E R IOR ARCHITECTS SEATTI-E 1001 4TH AVENUE, SUITE 3600 SEATTLE, WASHINGTON 98154 TEL 206-264-9195 FAX 206-624-1525 ® Job No: 021 BECU.0003.000 ,-, r 69N E ..-1/8" =1'-0" CITY OF TUKWILA �4A.,I, 16 2016 PERMIT CENTER Title: FURNITURE PLAN A-5 m UO4' Sheet: EXISTING SOFFIT REMAIN TL 3 WALL TILE AT ALCOVE TO START AT COUNTER EDG[ EQ EQ PAPER TOWEL & WASTE RECEPTACLE. MOUNT FOR TOWEL SLOT AT 48" A.F.F -MAX. PER ADA. T Elevation -Women's Restroom West (Men's Sim. -Opp.) 3/8" = 1'-0" PRODUCTS & MATERIALS LIST LAV: KOHLER. CAXTON K-2210. UNDERMOUNT VITREOUS CHINA LAVATORY. WHITE. FAUCET: SLOAN OPTIMA HARD WIRED. TOILET: KOHLER - TO BE SELECTED BY DESIGN -BUILD VENDOR FOR BECU APPROVAL. URINAL: KOHLER - TO BE SELECTED BY DESIGN -BUILD VENDOR FOR BECU APPROVAL. GRAB BAR: SALVAGE AND RE -USE EXISTING L -SHAPED BAR AT HORIZONTAL BAR, NEW VERTICAL GRAB BAR: BOBRICK 6808-18.18" LONG. TP DISPENSER: BOBRICK B-2888. SURFACE MOUNTED. SEAT COVER DISPENSER: BOBRICK B-221. SURFACE MOUNTED. SANITARY DISPOSAL: BOBRICK B-270. SURFACE MOUNTED. SANITARY PROUCTS VENDOR: BOBRICK B-3706-25. SEMI -RECESSED. SOAP DISPENSER: BOBRICK B-828. COUNTER MOUNT. TOP FILL. FOAM SOAP. AUTOMATIC SENSOR. ORDER WITH BOBRICK 3974-57 AC ADAPTER KIT. PAPER TOWEL DISPENSER & WASTE RECEPTACLE: PROVIDE NEW BOBRICK B-3944. RECESSED. ELECTRIC HAND DRYER: BOBRICK B-750. SEMI -RECESSED. CAST IRON CASE WITH WHITE VITREOUS ENAMEL FINISH. AUTOMATIC SENSOR. 115V AC, 20 AMP, 2300 WATTS, 50/60 Hz. CHANGING TABLE: KOALA. KB100-01 ST. FULLY RECESSED. GRAY PLASTIC WITH STAINLESS STEEL TRIM. FIELD VERIFY EXISTING WALL STUD PROVIDES REQUIRED 4" WALL CAVITY. n Elevation -Women's Restroom North (Men's Sim. - Opp.) 3/8 = 1 -0 TOILET STALL PARTITIONS: ACCURATE. POWDER COATED METAL. FLOOR SUPPORTED. COLOR: 980 WHITE. COUNTERTOP: PENTALQUARTZ. 3/4" THICK. POLISHED. COLOR "RIVERBANK" BQ980P. NOTE AT ALL WALL -RECESSED TOILET ACCESSORIES: FIELD VERIFY EXISTING WALL STUD. CAVITY WILL BE ADEQUATE TO RECESS UNIT, PRIOR TO ORDERING PRODUCTS. RY CTS R MOUNT 62" A.F.F WALL TILE ULL TILE AT CORNER BASE TILE ULL TILE AT CORNER �HEIGHT OF GRAB BAR - MEASURED TO TOP OF BAR P INT P IOR 1 o o TL 1 TL 1 � 1 _ c� FULL TILE ALONG THIS WALL—--"', I ET7 \ cl I , 4 C 5 A-6.0 A-6.0 3 ' �5-0 2 1 _ I` 1�� I / \ 34" � 31-011 51_011 � 0 VERTICAL LI., \260 NEW DRINKING FOUNTAIN TO MATCH BECU TFC ...... LU BAR. MOUI BOTTOM 0 ........ . . w J AT 31-4" A.I J O TL M J 1 2 I � I TNI CT AT A(\(\CQCICI C QTAI I AAAV DC INSTALLED IN A RANGE OF 16" TO 18" FROM SIDE WALL TO CENTER OF TOILET, PER ADA. n Elevation - Women's Restroom South (Men's Sim. - Opp.) 3/8" = 1'-0" RESTROOM ENLARGED PLAN 1/211 = 1'-0" START WALL TILE WITH FULL TILE AT EAST CORNER START BASE TILE WITH FULL TILE AT NORTH CORNER EXISTING SOFFIT TO REMAIN �MIRROR -FULL HEIGHT FROM TOP OF SPLASH TO BOTTOM OF SOFFIT, AND FULL WIDTH OF ALCOVE TL 2 INT P IOR 1 o o TL 1 � FULL TILE ALONG THIS WALL—--"', I ET7 \ cl I , 4 5 A-6.0 A-6.0 3 ' �5-0 2 1 _ I` 1�� I / \ 34" � 31-011 51_011 � VERTICAL \260 NEW DRINKING FOUNTAIN TO MATCH BECU TFC ...... LU BAR. MOUI BOTTOM 0 ........ . . J AT 31-4" A.I TL J 11_1611 2 I � I 1 \ / \ / C? CV \ / FULL TILE ALONG THIS WALL ' I i I RESTROOM ENLARGED PLAN 1/211 = 1'-0" START WALL TILE WITH FULL TILE AT EAST CORNER START BASE TILE WITH FULL TILE AT NORTH CORNER EXISTING SOFFIT TO REMAIN �MIRROR -FULL HEIGHT FROM TOP OF SPLASH TO BOTTOM OF SOFFIT, AND FULL WIDTH OF ALCOVE TL 2 n Elevation - Women's Restroom East (Men's Sim. - Opp.) 3/8" = 1'-0" 13035 GATEWAY DR TUKWILA, WA 98168 RAB T FOR 9400 BAR ISTERED .F. I /A hr14TIOCT REVVED FOR CODE WPLIANCE APPROVED APR 07 2016 City of Tu BUILDING DIVISION GENERAL NOTES AND DEMOLITION SCOPE: 1. EXISTING WALLS TO REMAIN IN PLACE. REMOVE EXISTING TILE. REMOVE EXISTING GWB BENEATH TILE AS REQUIRED FOR TILE DEMOLITION. REPLACE WITH NEW GWB FOR FLUSH FINISHED GWB INSTALLATION. 2. REMOVE EXISTING PLUMBING FIXTURES. INSTALL NEW FIXTURES AT EXISTING PLUMBING ROUGH -IN LOCATIONS. REFER TO NOTES BELOW FOR ADA -REQUIRED DIMENSIONAL CRITERIA, IN CASE OF POSSIBLE ADJUSTMENTSREQUIRED IN CONNECTING TO EXISTING PLUMBING. 3. REMOVE EXISTING FLOOR TILE: PREP SLAB FOR NEW TILE. 4. REMOVE EXISTING TOILET STALL PARTITIONS. 5. REMOVE EXISTING COUNTER AND MIRROR. 6. REMOVE EXISTING WALL -MOUNTED TOILET ACCESSORIES. 7. REFER TO INTERIOR ELEVATIONS FOR LOCATIONS FOR TOILET ACCESSORIES. 8. EXISTING CEILING AND SOFFITS TO REMAIN. 9. CONFIRM LOCATION OF EXISTING FLOOR DRAIN. ADJUST TOP TO SUIT FLAT TILE INSTALLATION. FLOOR PLAN KEY NOTES: 1. INSTALL NEW FLOOR -MOUNTED TOILET STALL PARTITIONS. DIMENSIONS AT TOILET STALL PARTITIONS ARE ADA REQUIRED MINIMUM. DIMENSIONS ARE CLEAR, MEASURED FROM FACE OF FINISHED TILE AT WALL TO FACE OF TOILET STALL PARTITION INSIDE STALL, 2. VERIFY WIDTH OF HALL TO TOILET STALLS IS ADA -REQUIRED 48" MINIMUM CLEAR, WITH NEW PARTITION IN PLACE: 3. CENTER OF TOILET MAY BE POSITIONED IN A RANGE OF 16" TO 18" TO FINISH FACE OF SIDE WALL, PER ADA. TOILET SHALL NOT BE INSTALLED OUTSIDE THIS RANGE. FIELD VERIFY LOCATION OF WASTE LINE WILL MEET THIS CRITERIA. 4. SALVAGE AND RE -USE EXISTING GRAB BARS. PROVIDE BACKING IN WALL FOR SUPPORT INSTALL NEW VERTICAL GRAB BAR (NOT SHOWN IN PLAN). SEE INTERIOR ELEVATIONS. 5, INSTALL NEW COUNTER, SINK AND MIRROR. SEE INTERIOR ELEVATIONS. 6. PATTERN FOR FLOOR TILE SHOWN SCREENED LINE. START FULL TILE ALONG HALLWAY WALL. RE B. MILLER OF WASHINGTON 3 ISSUE FOR PERMIT AND 2016-02-09 PRICING Delta Issue Nr. Description Date A INT P IOR 1 ARCHITECTS TL 1 � 18" LONG � VERTICAL ...... LU BAR. MOUI BOTTOM 0 J AT 31-4" A.I TL 2 n Elevation - Women's Restroom East (Men's Sim. - Opp.) 3/8" = 1'-0" 13035 GATEWAY DR TUKWILA, WA 98168 RAB T FOR 9400 BAR ISTERED .F. I /A hr14TIOCT REVVED FOR CODE WPLIANCE APPROVED APR 07 2016 City of Tu BUILDING DIVISION GENERAL NOTES AND DEMOLITION SCOPE: 1. EXISTING WALLS TO REMAIN IN PLACE. REMOVE EXISTING TILE. REMOVE EXISTING GWB BENEATH TILE AS REQUIRED FOR TILE DEMOLITION. REPLACE WITH NEW GWB FOR FLUSH FINISHED GWB INSTALLATION. 2. REMOVE EXISTING PLUMBING FIXTURES. INSTALL NEW FIXTURES AT EXISTING PLUMBING ROUGH -IN LOCATIONS. REFER TO NOTES BELOW FOR ADA -REQUIRED DIMENSIONAL CRITERIA, IN CASE OF POSSIBLE ADJUSTMENTSREQUIRED IN CONNECTING TO EXISTING PLUMBING. 3. REMOVE EXISTING FLOOR TILE: PREP SLAB FOR NEW TILE. 4. REMOVE EXISTING TOILET STALL PARTITIONS. 5. REMOVE EXISTING COUNTER AND MIRROR. 6. REMOVE EXISTING WALL -MOUNTED TOILET ACCESSORIES. 7. REFER TO INTERIOR ELEVATIONS FOR LOCATIONS FOR TOILET ACCESSORIES. 8. EXISTING CEILING AND SOFFITS TO REMAIN. 9. CONFIRM LOCATION OF EXISTING FLOOR DRAIN. ADJUST TOP TO SUIT FLAT TILE INSTALLATION. FLOOR PLAN KEY NOTES: 1. INSTALL NEW FLOOR -MOUNTED TOILET STALL PARTITIONS. DIMENSIONS AT TOILET STALL PARTITIONS ARE ADA REQUIRED MINIMUM. DIMENSIONS ARE CLEAR, MEASURED FROM FACE OF FINISHED TILE AT WALL TO FACE OF TOILET STALL PARTITION INSIDE STALL, 2. VERIFY WIDTH OF HALL TO TOILET STALLS IS ADA -REQUIRED 48" MINIMUM CLEAR, WITH NEW PARTITION IN PLACE: 3. CENTER OF TOILET MAY BE POSITIONED IN A RANGE OF 16" TO 18" TO FINISH FACE OF SIDE WALL, PER ADA. TOILET SHALL NOT BE INSTALLED OUTSIDE THIS RANGE. FIELD VERIFY LOCATION OF WASTE LINE WILL MEET THIS CRITERIA. 4. SALVAGE AND RE -USE EXISTING GRAB BARS. PROVIDE BACKING IN WALL FOR SUPPORT INSTALL NEW VERTICAL GRAB BAR (NOT SHOWN IN PLAN). SEE INTERIOR ELEVATIONS. 5, INSTALL NEW COUNTER, SINK AND MIRROR. SEE INTERIOR ELEVATIONS. 6. PATTERN FOR FLOOR TILE SHOWN SCREENED LINE. START FULL TILE ALONG HALLWAY WALL. RE B. MILLER OF WASHINGTON 3 ISSUE FOR PERMIT AND 2016-02-09 PRICING Delta Issue Nr. Description Date A INT ER IOR ARCHITECTS S�ATTI-E 1001 4TH AVENUE, SUITE 3600 SEATTLE, WASHINGTON 98154 TEL 206-264-9195 FAX 206-624-1525 02016 I N T E R 10 R A R C H I T E C T S, INC., A CALIFORNIA CORPORATION. ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. Drawn: Author Check: Checker Owner Approval: RECEIVED CITY qF TUICVJII Job No: 021 BECU.0003.000 ca e: As i68 a ed MAR, 16 -016 PERMIT CENTER RESTROOM PLANS & Title: ELEVATIONS Sheet: ■ PARTITION WALL -MOUNTED UNIT PLAN SECTION TYPICAL PARTITION BACKING FOR OBJECTS UNDER 25 LBS. PER LINEAL FOOT PLAN MINIMUM (2)16 GA. METAL STUDS PER BACKING PLATE PROVIDE ADDITIONAL SHEET - METAL BACKING AT UPPER CABINETS, SHELVES, ETC. AS REQUIRED MIN. (2)16 GA. STUDS PER BACKING PLATE 6" X 16 GA. UN -PUNCHED SHEET METAL TRACK. NOTCH LEGS AT VERTICAL FRAMING MEMBERS AND - ATTACH WITH (3) #10 SCREWS AT co EACH STUD (TWO STUDS MINIMUM) EXTEND MINIMUM 6" BEYOND POINTS OF CONNECTION CONTINUOUS CLEAT AT WALL MOUNTED UNITS (ALIGN WITH CENTER OF BACKING PLATE) WALL -MOUNTED UNIT SECTION x x x 114" `n PARTITION AT RATED WALL \J 311 = 1'-011 JOINT WITH ACOUSTIC SEALANT (OR CAULKING AT RATED PARTITIONS) AND :R WITH DRYWALL TAPE AND MUD CORE WALL, SHAFT WALL, RATED WALL, JSTIC PARTITION OR DEMISING WALL n PARTITION AT RATED WALL CORNER G 311 = 11-011 & METAL STUD PARTITION CORE WALL, SHAFT WALL, RATED WALL, JSTIC PARTITION OR DEMISING WALL (AT TING CONDITIONS, REMOVE CORNER BEAD R TO APPLYING NEW TAPE AND MUD) OINT WITH ACOUSTIC SEALANT (OR .AULKING AT RATED PARTITIONS) AND R WITH DRYWALL TAPE AND MUD IOINT WITH ACOUSTIC SEALANT (OR FIRE KING AT RATED PARTITIONS) AND COVER DRYWALL TAPE AND MUD & METAL STUD PARTITION 1/4" DOUBLE -STICK FOAM TAPE WITH BLACK SEALANT 5/8" GWB OVER METAL STUDS WITH CORNER BEADS AT GWB EDGE (DO NOT SCREW STUD r TO MULLION) (2) STUDS BETWEEN WINDOW SILL AND HEAD INSULATION (WHERE OCCURS) 7, TIT ILA 'i �_ • S ,' 4 9400 ,�, -REGISTERED j 14ETMEWB. MILLER STATE OF WASHINGTON 6" X 16 GA. UN -PUNCHED SHEET METAL TRACK. — I NOTCH LEGS AT VERTICAL FRAMING MEMBERS AND ATTACH WITH (3) #10 SCREWS AT EACH 1 STUD (TWO STUDS MINIMUM) EXTEND MINIMUM 6" BEYOND POINTS OF CONNECTION x I ISOMETRIC 31 TYPICAL PARTITION BACKING FOR WALL -MOUNTED OBJECTS WITH MAXIMUM VERTICAL LOAD OF 100 I FULL -HEIGHT STUD I LBS. PER LINEAL FOOT OR 250 LBS POINT LOAD ' EDGE OF WINDOW SILL 3/4"MDF (MUD INTO GWB) NOTE: 3 ISSUE FOR PERMIT AND 2016-02-09 1. COORDINATE BACKING PLATE LOCATION WITH ACESSORY MANUFACTURER'S MOUNTING INSTRUCTIONS. I FACE OF WALL BELOW SILL 2. SEE STRUCTURAL DRAWINGS FOR PARTITION BLOCKING AND/OR FRAMING FOR HEAVIER LOADS. 1 PRICING 3. PROVIDE PARTITION BACKING AT ITEMS SUCH AS SHELVING, MILLWORK, WALL -MOUNTED RESTROOM FIXTURES, HANDRAILS, 1 FOR CLIENT REVIEW 2016-02-02 BRAG BARS, SIGNAGE, TOILET ACCESSORIES, ETC. AS REQUIRED FOR PROPER ATTACHMENT AND AS REQUIRED BY THE G.C. CENTER PARTITION ON WINDOW MULLION Delta Issue Nr. Description Date PARTITION TO EXTERIOR WINDOW 5 TYPICAL BACKING PLATE DETAIL n MULLION (CENTERED) 311 = 11-011 I 611 = 1'-011 NTE RICER CENTER PARTITION ON WINDOW MULLION ARCHITECTS CORNER BEAD AT GWB EDGE 1/4" DOUBLE -STICK FOAM TAPE WITH BLACK SEALANT (DO NOT SCREW STUD TO MULLION) (2) STUDS BETWEEN WINDOW SILL AND HEAD I FULL -HEIGHT STUD S EATTI -E 1 1 INSULATION (WHERE OCCURS) 1/4" I METAL STUD AND GWB PARTITION (SEE PARTITION PLAN FOR TYPE) 1001 4TH AVENUE, SUITE 3600 SEATTLE, WASHINGTON 98154 z TEL 206-264-9195 FAX 206-624-1525 1 o Lu 02016 I N T E R 10 R A R C H I T E C T S, INC., A CALIFORNIA CORPORATION. 1 Lu N ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT I 8" MINIMUM BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. 1 - I I 1 Drawn: Author Check: Checker Owner Approval: I - 1 Job No: 021 BECU.0003.000 C E 1 As _'located CORNER BEAD (TYPICAL) ^'''` ' � ' ' • r • 1\ 1 C7' 3/4" MDF (MUD INTO GWB) PAINT TO MATCH WALL EDGE OF WINDOW SILL 16 2015 FACE OF WALL BELOW SILLPIERI�iI CEN PARTITION TO EXTERIOR MULLION RE w__ ED FOR (OFF -CENTER DOG LEG) PhtANC 311 = 1 1-011 0 m APR 0 7 2016 .Tq I of O(WIN DiVISION ISION 16 GA. X 4" WIDE SHE[ METAL. SECURE TO VE FRAMING WITH (2) #1 SCREWS PER STUD CONTINUOUS CLEAT P WALL -MOUNTED UNIT (ALIGN WITH CENTER BACKING PLATE) WALL -MOUNTED UNIT PLAN SECTION TYPICAL PARTITION BACKING FOR OBJECTS UNDER 25 LBS. PER LINEAL FOOT PLAN MINIMUM (2)16 GA. METAL STUDS PER BACKING PLATE PROVIDE ADDITIONAL SHEET - METAL BACKING AT UPPER CABINETS, SHELVES, ETC. AS REQUIRED MIN. (2)16 GA. STUDS PER BACKING PLATE 6" X 16 GA. UN -PUNCHED SHEET METAL TRACK. NOTCH LEGS AT VERTICAL FRAMING MEMBERS AND - ATTACH WITH (3) #10 SCREWS AT co EACH STUD (TWO STUDS MINIMUM) EXTEND MINIMUM 6" BEYOND POINTS OF CONNECTION CONTINUOUS CLEAT AT WALL MOUNTED UNITS (ALIGN WITH CENTER OF BACKING PLATE) WALL -MOUNTED UNIT SECTION x x x 114" `n PARTITION AT RATED WALL \J 311 = 1'-011 JOINT WITH ACOUSTIC SEALANT (OR CAULKING AT RATED PARTITIONS) AND :R WITH DRYWALL TAPE AND MUD CORE WALL, SHAFT WALL, RATED WALL, JSTIC PARTITION OR DEMISING WALL n PARTITION AT RATED WALL CORNER G 311 = 11-011 & METAL STUD PARTITION CORE WALL, SHAFT WALL, RATED WALL, JSTIC PARTITION OR DEMISING WALL (AT TING CONDITIONS, REMOVE CORNER BEAD R TO APPLYING NEW TAPE AND MUD) OINT WITH ACOUSTIC SEALANT (OR .AULKING AT RATED PARTITIONS) AND R WITH DRYWALL TAPE AND MUD IOINT WITH ACOUSTIC SEALANT (OR FIRE KING AT RATED PARTITIONS) AND COVER DRYWALL TAPE AND MUD & METAL STUD PARTITION 1/4" DOUBLE -STICK FOAM TAPE WITH BLACK SEALANT 5/8" GWB OVER METAL STUDS WITH CORNER BEADS AT GWB EDGE (DO NOT SCREW STUD r TO MULLION) (2) STUDS BETWEEN WINDOW SILL AND HEAD INSULATION (WHERE OCCURS) 7, TIT ILA 'i �_ • S ,' 4 9400 ,�, -REGISTERED j 14ETMEWB. MILLER STATE OF WASHINGTON 6" X 16 GA. UN -PUNCHED SHEET METAL TRACK. — I NOTCH LEGS AT VERTICAL FRAMING MEMBERS AND ATTACH WITH (3) #10 SCREWS AT EACH 1 STUD (TWO STUDS MINIMUM) EXTEND MINIMUM 6" BEYOND POINTS OF CONNECTION x I ISOMETRIC 31 TYPICAL PARTITION BACKING FOR WALL -MOUNTED OBJECTS WITH MAXIMUM VERTICAL LOAD OF 100 I FULL -HEIGHT STUD I LBS. PER LINEAL FOOT OR 250 LBS POINT LOAD ' EDGE OF WINDOW SILL 3/4"MDF (MUD INTO GWB) NOTE: 3 ISSUE FOR PERMIT AND 2016-02-09 1. COORDINATE BACKING PLATE LOCATION WITH ACESSORY MANUFACTURER'S MOUNTING INSTRUCTIONS. I FACE OF WALL BELOW SILL 2. SEE STRUCTURAL DRAWINGS FOR PARTITION BLOCKING AND/OR FRAMING FOR HEAVIER LOADS. 1 PRICING 3. PROVIDE PARTITION BACKING AT ITEMS SUCH AS SHELVING, MILLWORK, WALL -MOUNTED RESTROOM FIXTURES, HANDRAILS, 1 FOR CLIENT REVIEW 2016-02-02 BRAG BARS, SIGNAGE, TOILET ACCESSORIES, ETC. AS REQUIRED FOR PROPER ATTACHMENT AND AS REQUIRED BY THE G.C. CENTER PARTITION ON WINDOW MULLION Delta Issue Nr. Description Date PARTITION TO EXTERIOR WINDOW 5 TYPICAL BACKING PLATE DETAIL n MULLION (CENTERED) 311 = 11-011 I 611 = 1'-011 NTE RICER CENTER PARTITION ON WINDOW MULLION ARCHITECTS CORNER BEAD AT GWB EDGE 1/4" DOUBLE -STICK FOAM TAPE WITH BLACK SEALANT (DO NOT SCREW STUD TO MULLION) (2) STUDS BETWEEN WINDOW SILL AND HEAD I FULL -HEIGHT STUD S EATTI -E 1 1 INSULATION (WHERE OCCURS) 1/4" I METAL STUD AND GWB PARTITION (SEE PARTITION PLAN FOR TYPE) 1001 4TH AVENUE, SUITE 3600 SEATTLE, WASHINGTON 98154 z TEL 206-264-9195 FAX 206-624-1525 1 o Lu 02016 I N T E R 10 R A R C H I T E C T S, INC., A CALIFORNIA CORPORATION. 1 Lu N ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT I 8" MINIMUM BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. 1 - I I 1 Drawn: Author Check: Checker Owner Approval: I - 1 Job No: 021 BECU.0003.000 C E 1 As _'located CORNER BEAD (TYPICAL) ^'''` ' � ' ' • r • 1\ 1 C7' 3/4" MDF (MUD INTO GWB) PAINT TO MATCH WALL EDGE OF WINDOW SILL 16 2015 FACE OF WALL BELOW SILLPIERI�iI CEN PARTITION TO EXTERIOR MULLION RE w__ ED FOR (OFF -CENTER DOG LEG) PhtANC 311 = 1 1-011 0 m APR 0 7 2016 .Tq I of O(WIN DiVISION ISION n SHEET METAL CLIP WITH FASTENER: APPROPRIATE FOR STRUCTURE PSR. BOLT TO VERTICAL COMPRESSION STRUT. FIELD VERIFY ACTUAL CONDITIONS 0.005 STEEL TUBING VERTICAL COMPRESSION STRUT DE OF STRUCTURE 12 GA. VERTICAL HANGER WIRE /12 GA. WIRE DIAGONAL SEISMIC BRACING AT POWDER -ACTUATED 44" O.C. MAX. 81, ANCHOR AT CEILING CLIP 811 oSUSPENDED CEILING MAX. 12 GAUGE HANGER WIRE (TYPL MAX. ° 12 GAUGE FIXTURE HANGER WIRES AT EACH CORNER OF FIXTURE (HANGER WIRES PROVIDED BY CEILING CONTRACTOR) SUSPENDED T -BAR LIGHT\_(2) SEISMIC HOLD- 12 GAUGE LATERAL SUPPORT WIRE WITHIN 3" OF GRID END OF FIXTURE SHOWN AND FASTEN TO STRUCTURE WITH A �__�_5�: FIXTURE DOWN CLIPS AT EACH EACH CORNER OF LIGHT FIXTURE. SPLAY WIRES AS MINIMUM OF (3) TIGHT WRAPS AT EACH ACOUSTIC CEILING TILE CONNECTION POINT 1/8"0 POP RIVOT AT ALL TEES ALONG ONE WALL IN CEILING PERIMETER EDGE ANGLE 12 GA. WIRE BRACES AT 450 IN ANGLE CLIP FASTENED TO STRUCTURE AND OLTED TO (4) DIRECTIONS TIED TO MAIN i 5/16"0DRILL-IN \ VERTICAL COMPRESSION BRACE RUNNER AND CROSS TEES i EXPANSION ANCHOR 600 MAX. 1"X 2" X 12 GA. MIN. TYP STEEL STRAP #12 HANGER WIRE AT 4'-0" O.C. IN 450 VERTICAL 1 "0 EMT CONDUIT BOTH DIRECTIONS (ALL HANGER SEISMIC STRUT AT 64" O.C. WIRES TO HAVE MINIMUM (3) (MAXIMUM LENGTH: 104") TIGHT WRAPS OVER 1"DISTANCE) 45° 12 GAUGE SPLAY WIRE BRACING IN PLANE OF 450 EACH TEE, 450 VERTICAL ANGLE IN BOTH CUSTOMER2" DIRECTIONS, 96 SQ. FT. MAX., START WITHIN LE D I G 4OOF WALL SELF -TAPING #8 X 1/2' SCREW CLIP ON END OF VERTIG„L STRUT ME VIEW SECTION VIEW m SPRING STEEL )N END OF CAL STRUT TAPING #8 X iRIVE SCREW RUNNER T -BAR UniU COMPRESSION STRUT SIZING TABLE MINIMUM SIZE MAXIMUM VERTICAL OF MEMBER SPAN OF ASSEMBLY 1/2" EMT CONDUIT 0.042" WALL TH. 4'-0" 3/4" EMT CONDUIT 0.049" WALL TH. 5'-2" 1" EMT CONDUIT 0.057" WALL TH. 6'-6" 11/4" EMT CONDUIT 0.065" WALL TH. 8'-2" 11/2" EMT CONDUIT 0.065" WALL TH. 9'-10" 2" EMT CONDUIT 0.065" WALL TH. 11'-4" 21/2" EMT CONDUIT 0.072" WALL TH. 164" 3" EMT CONDUIT 0.072" WALL TH. 20'-2" 4" EMT CONDUIT 0.083" WALL TH. 26'-0" 1-5/8" X 25 GA. STUD 6'-2" 2-1/2" X 25 GA. STUD 10'-6" 3/4" X 1/2" X 0.059 CHANNEL 2'-2" 1-1/2" X 9/16" X 0.059 CHANNEL 2'-9" SUSPENDED ACT COMPRESSION STRUT 1" = 1'-0" a 0 co to N RECESSED LIGHT FIXTURE BRACING 1 1/211 = 1'-0" 1"X2"X 12 GA. MIN. STEEL STRAP WITH 5/16"0 DRILL -IN EXPANSION ANCHOR RECESSED FLUORESCENT LIGHT FIXTURE CROSS TEE MAIN RUNNER ANGLE CLIP PINNED TO CEILING STRUCTURE AND BOLTED TO VERTICAL COMPRESSION BRACE VERTICAL COMPRESSION POST: USE 1 "0 EMT AT 6-0" O.C. MAXIMUM (MAXIMUM 10 FOOT LENGTH) 12 GAUGE SPLAY WIRE BRACING IN PLANE OF EACH TEE, VERTICAL ANGLE AT 450 IN BOTH DIRECTIONS (96 SQ. FT. MAX PER BRACE. START WITHIN 4'-0" OF WALL) 12 GA. HANGER WIRE' ° AT 44" O.C. TYPICAL , IN BOTH DIRECTIONS ° 450 TYPICAL (MINIMUM (3) TIGHT ° WRAP OVER 1" DISTANCE) -; =' MAIN RUNNER CROSS TEE SPLAY WIRE BRACING & COMPRESSION POST BRACING NOTES �9 a' 1. VERTICAL POSTS MAY NOT BE REQUIRED IN SOME CITIES AND NOT ENFORCED IN ALL SEISMIC ZONES. CLIP o 0. CROSS 2. BRACING WIRES TO BE ATTACHED A MAXIMUM OF , 450 TO THE PLANE OF THE CEILING AND PARALLEL TO TEE THE COMPONENTS AT THE BRACING POINT. BRACE WIRES TO BE TAUT AND TIED AT BOTH ENDS WITH (3) TIGHT WRAPS MINIMUM. SEISMIC JOINT POWDER -ACTUATED SEISMIC JOINT CLIP NOTES FASTENER AT CEILING CLIP 1. PROVIDE SEISMIC JOINT FOR EVERY 2,500 SQUARE 8" MAX. FEET OF CEILING AREA. 12 GAUGE VERTICAL WIRE 2. ICC #ESR 1308 (FOR ARMSTRONG BERC CLIP ONLY) (TYPICAL) GENERAL NOTES FOR �1/8" POP RIVOTS AT ALL MEMBERS ON TWO ADJACENT WALLS STANDARD CEILING SYSTEMS WALL ANGLE (TYP.) 1. INSTALL PER ASTM C636. 2. CONSULT LOCAL BUILDING CODE FOR ADDITIONAL nrnl unrAArKmr, nl mnimr nr AAAKII IrA rM mmi TT NOT IONS. 7/811 <> ACOUSTIC CEILING PANEL -- CAT C 3/8" CLEARANCE BERC 2 4 TYPICAL SUSPENDED CEILING DIAGRAM 1 1 /2" = 1'-0" MAIN RUNNER NOTE: PROVIDE SEISMIC JOINT AT CEILING AREAS GREATER THAN 2,500 SQUARE FEET SUSPENDED ACT SEISMIC BRACING 3" = 1'-0" 91 POWDER -DRIVEN FASTENER ("HILTI".OR EQUAL) SHEET METAL ANGLE CLIP ANCHORED TO UNDERSIDE OF STRUCTURE -(4)12 GAUGE STEEL HANGER WIRES VERTICALLY AT - 450 IN OPPOSING DIRECTIONS UNDERSIDE OF STRUCTURE ° 411 MAX. TEE 45° COMPRESSION STRUT SUSPENDED ACOUSTIC CEILING IN T -BAR GRID NOTE: 1. AREA OF CEILING SUPPORTED NOT TO EXCEED 144 SQ. FT. 2, MAXIMUM BRACE SPACING NOT TO EXCEED 12-0" O.C. EACH WAY, 64" MAX. FROM WALL. 3. BRACE POINT ON MAIN RUNNER NOT TO EXCEED 2 INCH DISTANCE FROM CROSS RUNNER. SUSPENDED ACOUSTIC CEILING HANGER WIRES POWDER -DRIVEN FASTENER ("HILTI" OR EQUAL) . SHEET METAL ANGLE CLIP ANCHORED TO UNDERSIDE OF STRUCTURE I �(4)12 GAUGE STEEL HANGER WIRES VERTICALLY AT 450 IN OPPOSING DIRECTIONS \ I UNDERSIDE OF STRUCTURE 4" MAX 77 COMPRESSION STRUT //-11/2" COLD -ROLLED STEEL CHANNELS AT 4'-0" O.C. 7/8" X 20 GA. HAT CHANNELS AT 24" O.C. --------------------- - - - - -- - -- PAINTED GYPBOARD NOTE: 1. AREA OF CEILING SUPPORTED NOT TO EXCEED 144 SQ. FT. 2. MAXIMUM BRACE SPACING NOT TO EXCEED 124" O.C. EACH WAY, 64" MAX. FROM WALL. SUSPENDED GYPBOARD CEILING HANGER WIRES SPLAY WIRE BRACING REF. IBC \ ASCE 3-4 PAGE 2, INSTALLATION, ITEM 3.: 3. LATERAL FORCE BRACING: WHERE SUBSTANTIATING DESIGN CALCULATIONS ARE NOT PROVIDED, HORIZONTAL RESTRAINTS SHALL BE EFFECTED BY FOUR NO. 12 GAGE WIRES SECURED TO THE MAIN RUNNERS WITHIN 2 INCHES OF THE CROSS RUNNER INTERSECTION AND SPLAYED 90 DEGREES FROM EACH OTHER AT AN ANGLE NOT EXCEEDING 45 DEGREES FROM THE PLANE OF THE CEILING. A STRUT FASTENED TO THE MAIN RUNNER SHALL BE EXTENDED TO AND FASTENED TO THE STRUCTURAL MEMBERS SUPPORTING THE ROOF OR FLOOR ABOVE. THE STRUT SHALL BE ADEQUATE TO RESIST THE VERTICAL COMPONENT INDUCED BY THE BRACING WIRES. THESE HORIZONTAL RESTRAINT POINTS SHALL BE PLACED 12 FEET ON CENTER IN BOTH DIRECTIONS WITH THE FIRST POINT WITHIN 6 FEET FROM EACH WALL. ATTACHMENT OF THE RESTRAINT WIRES TO THE STRUCTURE ABOVE SHALL BE ADEQUATE FOR THE LOAD IMPOSED. LATERAL FORCE BRACING MEMBERS SHALL BE SPACED A MINIMUM OF 6 INCHES FROM ALL HORIZONTAL PIPING OR DUCT WORK THAT IS NOT PROVIDED WITH BRACING RESTRAINTS FOR HORIZONTAL FORCES. BRACING WIRES SHALL BE ATTACHED TO THE GRID 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. REVIEWED FOR SI I�PFNI�FI� C:FII INCA HAN�FR WIRES e8hF C: PLIANCE' 1 1/2" = 1'-0" APR 0 7 2016 City of TukvAla BUILDING DIVISION mxz o , uw.-; 9400 ,REGISTERED V B. MILLER WASHINGTON 3 ISSUE FOR PERMIT AND 2016-02-09 PRICING 1 FOR CLIENT REVIEW 2016-02-02 Delta Issue Nr. Description Date INTERIOR ARCHITECTS S E ATT L E 1001 4TH AVENUE, SUITE 3600 SEATTLE, WASHINGTON 98154 TEL 206-264-9195 FAX 206-624-1525 Title: CEI LI G DETAILS DOOR OPENING 11/2" ALUMINUM DOOR FRAME GYPBOARD AND METAL STUD r- PARTITION CORRIDOR SIDE ROOM SIDE FACE OF PERPENDICULAR WALL I (WHERE OCCURS) 4.. O I I DOOR OPENING 11/2" CORRIDOR SIDE 11— M DOOR/RELITE FRAME D (OR LAMINATED) SAFETY GLASS DOOR SEAL CORRIDOR SIDE RELITE FRAME FUD AT JAMB GLASS RELITE WITH BATT J GLASS RELITE IN FRAME AND METAL STUD PROVIDE ADDITIONAL V-0" OF SPACE IF DOOR IS EQUIPPED WITH A LATCH AND CLOSER FT1 APPROACH LU =�= I zo LU �(DI �'. C? o � MIN. 32" 1 0 o m ¢ i CLR. CLR. 4/77777 0 M OPERABLE WITHOUT GRASPING MAX. EFFORT FOR INTERIOR DOORS =5LBS REQUIRED FIRE DOORS, MAX EFFORT = 15 LBS. I = PUSH SIDE: 1'-6" I = 10" HIGH KICKPLATE OR SMOOTH C) MIN. CLEAR L FULL WIDTH OF DOOR J j __j I ¢ THRESHOLD: 4" i = 1/2" MAX. HEIGHT, 1/4" TO 1/2" RISE WITH 1:2 SLOPE DOOR PLAN CLEARANCES DOOR & THRESHOLD SECTION NOTE: EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, ANY SPECIAL KNOWLEDGE, OR EFFORT. EXCEPTION: IN OCCUPANCY GROUPS B, KEY -LOCKING HARDWARE MAY BE USED ON THE MAIN EXIT ROOM SIDE WOOD DOOR LEAF WHERE THERE IS A READILY VISIBLE, DURABLE SIGN ON OR ADJACENT TO THE DOOR STATING, "THIS DOOR MUST REMAIN UNLOCKED DURING BUSINESS HOURS." THE LETTERS SHALL BE 1 -INCH HIGH ON CONTRASTING. NOTE: MAINTAIN 32" CLEAR WHEN DOOR IS BACKGROUND. ( Fj) IN 90° OPEN POSITION ALUMINUM FRAME DOOR/RELITE JAMB NUM FRAME RELITE/RELITE AT 90° WALL 4 ANvl" 1 DOOR CLEARANCES 7 -0" 1/411 = 1'-0" 3" = 1'-0" 4 WHERE NO CEILING OCCURS, EXTEND GWB AND EXISTING VERTICAL WINDOW MULLION L` VERTICAL FRAMING TO UNDERSIDE OF DECK CORRIDOR SIDE I I I CORNER BEAD AT GWB EDGE o SEE PARTITION TYPE'C' ONSHEET A-8.0 FOR �� �� ALUMINUM RELITE FRAME BRACING ATTACHMENT TO UNDERSIDE OF DECK +5 1 1/2 � 1/4" BLACK DOUBLE -STICK FOAM TAPE WITH BLACK REVERSE STUD AT JAMB SEALANT (DO NOT SCREW TO MULLION) THROUGH -GRID GYPBOARD AND METAL STUD 3/4" MDF (MUD INTO GWB AND PAINT TO MATCH PARTITION TEMPERED GLASS RELITE WALL) `D DOUBLE STUD HEADER AT OPENINGS GREATER THAN 44" STUDS AND AD WITH OVER (2)BATT INSULATIONN WINDOW SILL lI — CD z z LU 0 w LU ALUMINUM FRAME RELITE HEAD/SILL .311 = 1'-0" - SUSPENDED ACOUSTIC CEILING (WHERE OCCURS) ALUMINUM RELITE FRAME (HEAD) TEMPERED SAFETY GLASS (CLEAR SILICONE AT BUTT JOINTS) JAMB BEYOND -ALUMINUM RELITE FRAME (SILL) -METAL CHANNEL AT SLAB -FLOOR FINISH ALUMINUM FRAME RELITE AT 900 END WALL 3" = 1'-0" VITH BATT INSULATION 1/4" FIELD VERIFY 1 1/2"TEMPERED GLASS RELITE IN ALUMINUM FRAME (OR SCW DOOR AND FRAME, WHERE OCCURS) 1" (RELITE) AND METAL STUD 1 1/2" (DOOR) FULL -HEIGHT STUD (SLAB TO DECK) ; CENTERLINE OF CURTAIN WALL MULLION, PARTITION AND RELITE (OR DOOR FRAME) LINE OF SILL WALL BELOW WINDOW SILL n RELITE AT EXTERIOR WINDOW MULLION (DOOR SIMILAR) 3" = V-0.. ALUMINUM FRAME RELITE JAMB 6" = 1'-0" RELITE FRAME (JAMB) D PARTITION FRAMING (REVERSED STUD) (OR LAMINATED) SAFETY :NTERED IN FRAME N PARTITION CORRIDOR SIDE ALUMINUM FRAME DOOR/DOOR AT 900 WALL 3" = 1'-0" )R FRAME AT JAMB 4SKET F I BATT INSULATION )R FRAME METAL STUD NOTE: MAINTAIN 32" CLEAR WHEN DOOR IS IN 90° OPEN POSITION j�N&_WED FOR city of Tukwila BUILDING DIVISION WEOF TERED TECT MILLER HINGTON 3 ISSUE FORPERMIT AND 2016-02-09 PRICING 1 FOR CLIENT REVIEW 2016-02-02 Delta Issue Nr. Description Date 1AI N T E R 10 R ARCHITECTS SEATTLE 1001 4TH AVENUE, SUITE 3600 SEATTLE, WASHINGTON 98154 TEL 206-264-9195 FAX 206-624-1525 02016 INTERIOR ARCHITECTS, INC., A CALIFORNIA CORPORATION. ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. [.) 1 &.01 Db! )7 Drawn: Author Check: Checker Owner Approval: . Job No: 021 BECU.0003.000 RECEIVEDrw� CITY r, , ��, � . V 1N 16 2016 E'Z.71MIT CEN_fER . DOOR 3 GLAZING Tifle:DETAILS Sheet: s C9 r - i ADJUSTABLE SHELF: PLASTIC LAMINATE WITH FLAT PVC EDGE TRIM ON PIN BRACKETS I (SEE ELEVATIONS FOR QUANTITY) L - DOOR: PLASTIC LAMINATE WITH FINISHED EDGES INTERIOR: MELAMINE BOTTOM SHELF EDGE AND VALANCE: PLASTIC LAMINATE TO MATCH DOOR HORIZONTALLY -MOUNTED PULL PHONE BOOTH CANTILEVEREDUNDER-CABINET TASK LIGHT (WHERE OCCURS) COUNTER VALANCE AT EXPOSED ENDS 1 1 /2" = 1'-0" FULL -HEIGHT BACKSPLASH TO UNDERSIDE OF CABINET (WHERE OCCURS) n UPPER CABINET WITH DOOR CLEAR ADJUSTABLE SHELF: PLASTIC LAMINATE WITH o ° FLAT PVC EDGE TRIM ON PIN BRACKETS ° (SEE ELEVATIONS FOR ACTUAL QUANTITY) ° ° ° ° z 0 t= CV CV LJ I ° 0 w CL c ° o EXPOSED SURFACES: PLASTIC LAMINATE ON 3/4" PLYWOOD WITH PLASTIC LAMINATE EDGES 0 0 /\ N UNDER -CABINET TASK LIGHT (WHERE OCCURS) TILE BACKSPLASH TO UNDERSIDE OF CABINET (WHERE OCCURS) n OPEN UPPER CABINET U 1 1/211 = 1'-0" 15 BREAKROOM 205 ELEVATION 3/8" = 1'-0" A.D.A, SINK 1/8 1'-0" Sim C I _ �r 1/8 CLEAR Il U-jLU LU L LL- A-8.3 POWER -DATA PORT at 41" A... PLASTIC LAMINATE COUNTERTOP WITH SELF EDGE - 1.8 at 2'-10" A.F.F. EQ 4 EQ 1 1/2" x 1 1/2" x 11 GA. LONG TUBE STEEL SUPPORT P I I I I S I I I I I I I I I i° WELD TO BRACKET PLATE (PROVIDE TUBE STEEL AT ° N I - 32" O.C. FOR COUNTERS 4'-0" OR LONGER) ° 1 � - I I I PROVIDE 4" x 3/4" P -LAM L I I I I I I I I ° = - BACK AND SIDE SPLASH o _ _ = = I 1/2 11/2" X 1112" BLOCKING AT 1= CV F FRONT AND REAR COUNTERTOP w - m EDGES o Jk—�— O W 1 Sim ° LEDGER AT THREE SIDE WALLS - PROVIDE 16 GA. Uj ° ° SHEET METAL PARTITION BACKING w COUNTERTOP & BACKSPLASH 2 o 3/16" X 21/2" WIDE X 1'-6" LONG STEEL BRACKET ° > J ° PLATE BOLTED TO STUD WITH (4) 3/8`0 THRU- BOLTS MIN. (NOTE: PLATE WIDTH TO MATCH STUD ° ° pO WIDTH) PROVIDE 250S125-54 (16 GAUGE) STUDS AT 16" O.C. r —1` — — r PLASTIC LAMINATE BASE N r - i ADJUSTABLE SHELF: PLASTIC LAMINATE WITH FLAT PVC EDGE TRIM ON PIN BRACKETS I (SEE ELEVATIONS FOR QUANTITY) L - DOOR: PLASTIC LAMINATE WITH FINISHED EDGES INTERIOR: MELAMINE BOTTOM SHELF EDGE AND VALANCE: PLASTIC LAMINATE TO MATCH DOOR HORIZONTALLY -MOUNTED PULL PHONE BOOTH CANTILEVEREDUNDER-CABINET TASK LIGHT (WHERE OCCURS) COUNTER VALANCE AT EXPOSED ENDS 1 1 /2" = 1'-0" FULL -HEIGHT BACKSPLASH TO UNDERSIDE OF CABINET (WHERE OCCURS) n UPPER CABINET WITH DOOR CLEAR ADJUSTABLE SHELF: PLASTIC LAMINATE WITH o ° FLAT PVC EDGE TRIM ON PIN BRACKETS ° (SEE ELEVATIONS FOR ACTUAL QUANTITY) ° ° ° ° z 0 t= CV CV LJ I ° 0 w CL c ° o EXPOSED SURFACES: PLASTIC LAMINATE ON 3/4" PLYWOOD WITH PLASTIC LAMINATE EDGES 0 0 /\ N UNDER -CABINET TASK LIGHT (WHERE OCCURS) TILE BACKSPLASH TO UNDERSIDE OF CABINET (WHERE OCCURS) n OPEN UPPER CABINET U 1 1/211 = 1'-0" 15 BREAKROOM 205 ELEVATION 3/8" = 1'-0" LAMINATE UPPER PL 'S W/ ADJ. SHELVES 2 HINE LOCATION ABINET LIGHTING E CT 1 IAVE LOCATION MAKER LOCATION JRFACE COUNTERTOP SS ITO WALL 2 LAMINATE Pq ,BINETS IN bey: 7 Sim A-8.3 EQ EQ 2" SCRIBE TYP. PLASTIC LAMINATE UPPER'IPL CABINETS W/ ADJ. SHELVES N \ \ / UNDERCABINET LIGHTING PLASTIC LAMINATE PL o 1 Sim _ COUNTERTOP & BACKSPLASH 2 A-8.3 2 ¢ ¢ PLASTIC LAMINATE BASE PL / CABINETS W/ ADJ. SHELVES 1 \ OPEN BELOW N / \ / SCHEDULED BASE 2'-6" 2" SCRIBE TYP. 4-- 11 COPY - NORTH ELEVATION 3/8" = 1'-0" A.D.A, SINK 2,-21, 7 Sim C I _ �r CD I¢ - I r ir Il U-jLU LU L LL- A-8.3 2" SCRIBE TYP. I EQ 4 EQ I I P I I I I S I I I I I I I I I PLASTIC LAMINATE UPPERPL I I o I I N I I CABINETS W/ ADJ. SHELVES 1 � - I I I I I L I I I I I I I I F E _ _ = = I ]I - d S CV F UNDERCABINET LIGHTING Jk—�— 1 Sim PLASTIC LAMINATE PL COUNTERTOP & BACKSPLASH 2 o A-8.3 J CV pO PLASTIC LAMINATE BASE PL B / \ / \ CABINETS W/ ADJ. SHELVESCD CV SCHEDULED BASE EQ EQ 2" SCRIBE TYP. 2" SCRIBE TYP. COPY - WEST ELEVATION 10 LAMINATE UPPER PL 'S W/ ADJ. SHELVES 2 HINE LOCATION ABINET LIGHTING E CT 1 IAVE LOCATION MAKER LOCATION JRFACE COUNTERTOP SS ITO WALL 2 LAMINATE Pq ,BINETS IN bey: 7 Sim A-8.3 EQ EQ 2" SCRIBE TYP. PLASTIC LAMINATE UPPER'IPL CABINETS W/ ADJ. SHELVES N \ \ / UNDERCABINET LIGHTING PLASTIC LAMINATE PL o 1 Sim _ COUNTERTOP & BACKSPLASH 2 A-8.3 2 ¢ ¢ PLASTIC LAMINATE BASE PL / CABINETS W/ ADJ. SHELVES 1 \ OPEN BELOW N / \ / SCHEDULED BASE 2'-6" 2" SCRIBE TYP. 4-- 11 COPY - NORTH ELEVATION 3/8" = 1'-0" r B OWER OUTLET (+44" A.F.F.) r POWER OUTLET (+44" A.F.F.) ACKSPLASH & SIDESPLASH (WHERE WALLS OCCUR) L _ 2.2„ MATCHING BACKSPLASH & SIDESPLASH (WHERE WALLS OCCUR) OUNTERTOP & NOSING: PLASTIC LAMINATE — COUNTERTOP & NOSING: PLASTIC LAMINATE O S EVER 3/4" PLYWOOD SUBSTRATE OR SOLID I OVER 3/4" PLYWOOD SUBSTRATE OR SOLID URFACE TOP WITH 11/2" NOSING (SEE I I SURFACE TOP WITH 11/2" NOSING (SEE LEVATIONS) ELEVATIONS) SCRIBE TO WALL WHERE NO BACKSPLASH OR SIDESPLASH OCCURS N I r I N PULL (MOUNT HORIZONTALLY) LASTIC LAMINATE ON THIS EXPOSED I ° ° 3/4" URFACE 1 ° ° I I I ° ° P P LASTIC LAMINATE ON LEDGER I ° ° DOOR: PLASTIC LAMINATE OR WOOD VENEER OVER 3/4" SUBSTRATE WITH FINISHED EDGES (SEE ELEVATIONS) LD FINISHED END: PLASTIC LAMINATE SIDE I `U ADJUSTABLE SHELF: 3/4" MELAMINE WITH PVC EDGE (SEE ELEVATION FOR QUANTITY) ANEL OF ADJACENT CABINET i � ° I � OUTLET FOR EQUIPMENT (IF REQUIRED) ° WATER LINE (WHERE OCCURS) INE OF EQUIPMENT (VERIFY HEIGHT) ° ACE OF WALL ESILIENT BASE AT BACK WALL AND RESILIENT BASE IDES INISHED FLOOR 3 FINISHED FLOOR n OPEN BASE CABINET AT EQUIPMENT n BASE CABINET WITH DOOR T 1 1/2" = 1'-0" 1 1 /2" = 1'-0" :T (+42" A.F.F.) & SIDESPLASH _S OCCUR) & NOSING: PLASTIC LAMINATE (WOOD SUBSTRATE OR SOLID ' WITH 11/2" NOSING (SEE HORIZONTALLY) is PLASTIC LAMINATE OVER WITH FINISHED EDGES RIOR: MELAMINE WHERE OCCURS) RESILIENT BASE 3., d - FINISHED FLOOR BASE CABINET WITH DRAWERS 1 1/2" = 1'-0" 2'-2" 3„J r v BASE CABINET WITH PULL-OUT 6 RECYCLE/TRASH BIN 1 1 /2" =I 1-011 -WASTE RECEPTACLE: RUBBERMAID #3541, COLOR: LIGHT GREY (BY GENERAL CONTRACTOR) COUNTERTOP & NOSING: PLASTIC LAMINATE OVER 3/4" PLYWOOD SUBSTRATE (MOUNT HORIZONTALLY) FRONT: PLASTIC LAMINATE ON 3/4" PLYWOOD SUBSTRATE DIAGONAL SIDE PANELS AT PULL-OUT CABINET INTERIOR: BLACK MELAMINE DRAWER GLIDE: ACCURIDE #3640A HEAVY-DUTY, FULL -EXTENSION, BALL BEARING, 200 LB. CAPACITY, "HOLD -IN DETENT". USE MAX. NUMBER OF MOUNTING SCREWS. PROVIDE SUFFICIENT EXTENSION TO ALLOW FOR BIN REMOVAL -RESILIENT BASE r— I L - Y -MOUNTED OUTLET IRS) WHERE OCCURS) & NOSING: PLASTIC LAMINATE WOOD SUBSTRATE ,STIC LAMINATE 'LASTIC LAMINATE SHELF 'OSED PVC EDGE ON PIN :E ELEVATION FOR ACTUAL ITY) RESILIENT BASE 21/4" FINISHED FLOOR n OPEN BASE CABINET WITH SHELF 1 1/2" = 1'-0" I ' POWER OUTLET (+44" A.F.F.) I G.F.C.I.OUTLET AT COUNTERTOP WITH SINK I ' , BASE A.D.A, SINK 2,-21, I � I I I C I _ �r CD I¢ - I r ir Il U-jLU LU L LL- I I L1 i I I 4 I. I I I P I I I I S I I I I I I I I I I I o I I N I I I I I I I � - I I I I I L I I I I I I I I F I R I I - d S 3„ F r B OWER OUTLET (+44" A.F.F.) r POWER OUTLET (+44" A.F.F.) ACKSPLASH & SIDESPLASH (WHERE WALLS OCCUR) L _ 2.2„ MATCHING BACKSPLASH & SIDESPLASH (WHERE WALLS OCCUR) OUNTERTOP & NOSING: PLASTIC LAMINATE — COUNTERTOP & NOSING: PLASTIC LAMINATE O S EVER 3/4" PLYWOOD SUBSTRATE OR SOLID I OVER 3/4" PLYWOOD SUBSTRATE OR SOLID URFACE TOP WITH 11/2" NOSING (SEE I I SURFACE TOP WITH 11/2" NOSING (SEE LEVATIONS) ELEVATIONS) SCRIBE TO WALL WHERE NO BACKSPLASH OR SIDESPLASH OCCURS N I r I N PULL (MOUNT HORIZONTALLY) LASTIC LAMINATE ON THIS EXPOSED I ° ° 3/4" URFACE 1 ° ° I I I ° ° P P LASTIC LAMINATE ON LEDGER I ° ° DOOR: PLASTIC LAMINATE OR WOOD VENEER OVER 3/4" SUBSTRATE WITH FINISHED EDGES (SEE ELEVATIONS) LD FINISHED END: PLASTIC LAMINATE SIDE I `U ADJUSTABLE SHELF: 3/4" MELAMINE WITH PVC EDGE (SEE ELEVATION FOR QUANTITY) ANEL OF ADJACENT CABINET i � ° I � OUTLET FOR EQUIPMENT (IF REQUIRED) ° WATER LINE (WHERE OCCURS) INE OF EQUIPMENT (VERIFY HEIGHT) ° ACE OF WALL ESILIENT BASE AT BACK WALL AND RESILIENT BASE IDES INISHED FLOOR 3 FINISHED FLOOR n OPEN BASE CABINET AT EQUIPMENT n BASE CABINET WITH DOOR T 1 1/2" = 1'-0" 1 1 /2" = 1'-0" :T (+42" A.F.F.) & SIDESPLASH _S OCCUR) & NOSING: PLASTIC LAMINATE (WOOD SUBSTRATE OR SOLID ' WITH 11/2" NOSING (SEE HORIZONTALLY) is PLASTIC LAMINATE OVER WITH FINISHED EDGES RIOR: MELAMINE WHERE OCCURS) RESILIENT BASE 3., d - FINISHED FLOOR BASE CABINET WITH DRAWERS 1 1/2" = 1'-0" 2'-2" 3„J r v BASE CABINET WITH PULL-OUT 6 RECYCLE/TRASH BIN 1 1 /2" =I 1-011 -WASTE RECEPTACLE: RUBBERMAID #3541, COLOR: LIGHT GREY (BY GENERAL CONTRACTOR) COUNTERTOP & NOSING: PLASTIC LAMINATE OVER 3/4" PLYWOOD SUBSTRATE (MOUNT HORIZONTALLY) FRONT: PLASTIC LAMINATE ON 3/4" PLYWOOD SUBSTRATE DIAGONAL SIDE PANELS AT PULL-OUT CABINET INTERIOR: BLACK MELAMINE DRAWER GLIDE: ACCURIDE #3640A HEAVY-DUTY, FULL -EXTENSION, BALL BEARING, 200 LB. CAPACITY, "HOLD -IN DETENT". USE MAX. NUMBER OF MOUNTING SCREWS. PROVIDE SUFFICIENT EXTENSION TO ALLOW FOR BIN REMOVAL -RESILIENT BASE r— I L - Y -MOUNTED OUTLET IRS) WHERE OCCURS) & NOSING: PLASTIC LAMINATE WOOD SUBSTRATE ,STIC LAMINATE 'LASTIC LAMINATE SHELF 'OSED PVC EDGE ON PIN :E ELEVATION FOR ACTUAL ITY) RESILIENT BASE 21/4" FINISHED FLOOR n OPEN BASE CABINET WITH SHELF 1 1/2" = 1'-0" I ' POWER OUTLET (+44" A.F.F.) I G.F.C.I.OUTLET AT COUNTERTOP WITH SINK I ' , BASE A.D.A, SINK I I �L — — —J� I � I I I I I LI - - - - - IJ CD I¢ l I I I I I Il U-jLU LU L LL- I I L1 i n OPEN BASE CABINET AT EQUIPMENT n BASE CABINET WITH DOOR T 1 1/2" = 1'-0" 1 1 /2" = 1'-0" :T (+42" A.F.F.) & SIDESPLASH _S OCCUR) & NOSING: PLASTIC LAMINATE (WOOD SUBSTRATE OR SOLID ' WITH 11/2" NOSING (SEE HORIZONTALLY) is PLASTIC LAMINATE OVER WITH FINISHED EDGES RIOR: MELAMINE WHERE OCCURS) RESILIENT BASE 3., d - FINISHED FLOOR BASE CABINET WITH DRAWERS 1 1/2" = 1'-0" 2'-2" 3„J r v BASE CABINET WITH PULL-OUT 6 RECYCLE/TRASH BIN 1 1 /2" =I 1-011 -WASTE RECEPTACLE: RUBBERMAID #3541, COLOR: LIGHT GREY (BY GENERAL CONTRACTOR) COUNTERTOP & NOSING: PLASTIC LAMINATE OVER 3/4" PLYWOOD SUBSTRATE (MOUNT HORIZONTALLY) FRONT: PLASTIC LAMINATE ON 3/4" PLYWOOD SUBSTRATE DIAGONAL SIDE PANELS AT PULL-OUT CABINET INTERIOR: BLACK MELAMINE DRAWER GLIDE: ACCURIDE #3640A HEAVY-DUTY, FULL -EXTENSION, BALL BEARING, 200 LB. CAPACITY, "HOLD -IN DETENT". USE MAX. NUMBER OF MOUNTING SCREWS. PROVIDE SUFFICIENT EXTENSION TO ALLOW FOR BIN REMOVAL -RESILIENT BASE r— I L - Y -MOUNTED OUTLET IRS) WHERE OCCURS) & NOSING: PLASTIC LAMINATE WOOD SUBSTRATE ,STIC LAMINATE 'LASTIC LAMINATE SHELF 'OSED PVC EDGE ON PIN :E ELEVATION FOR ACTUAL ITY) RESILIENT BASE 21/4" FINISHED FLOOR n OPEN BASE CABINET WITH SHELF 1 1/2" = 1'-0" I ' POWER OUTLET (+44" A.F.F.) I G.F.C.I.OUTLET AT COUNTERTOP WITH SINK I ' , BASE A.D.A, SINK I I �L — — —J� I � I I I I I LI - - - - - IJ CD I¢ l I I I I I Il U-jLU LU L LL- I I L1 i BASE CABINET WITH SINK AND FIXED UPPER (A.D.A. SIDE APPROACH) 1 1/211 = 1'-0" —COUNTERTOP: SOLID SURFACE WITH EASED EDGE OVER 3/4" PLYWOOD SUBSTRATE *Pill 11 111, KATJT 1. 13035 GATEWAY DR TUKWILA, WA 98168 ' m -REM B. MILLER OF VIIASHINGTON 3 ISSUE FOR PERMIT AND 2016-02-09 PRICING 1 FOR CLIENT REVIEW 2016-02-02 Delta Issue Nr. Description Date I NTE R 10 R ARCHITECTS SEATTLE (MOUNT HORIZONTALLY) 1001 4TH AVENUE, SUITE 3600 SEATTLE, WASHINGTON 98154 TEL 206-264-9195 FAX 206-624-1525 DOOR: PLASTIC LAMINATE OVER 3/4" SUBSTRATE WITH FINISHED EDGES N r N GARBAGE DISPOSER (SEE SPECIFICATION) DOOR: PLASTIC LAMINATE OR WOOD VENEER OVER 3/4" SUBSTRATE WITH FINISHED EDGES (SEE ELEVATIONS) -}—RESILIENT BASE ISHED F M WED FOR - ' C PLIANCE r APPROVED City ofTuila BUILDING DIVISION 02016 I N T E R 10 R A R C H I T E C T S. INC., A CALIFORNIA CORPORATION. ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. 107 Drawn: Author Check: Checker Owner Approval: Job No: 021 BECU.0003.000 Scale: As indicated HECEIVED CITY OF TUKWILA t V16i 16 2816 PERMa CENTER Tifle:MILLWORK D ETA ILS Sheet: A. 8 s