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Permit D19-0222 - TABOR 100 - PARTITIONS AND DOORS AND RELOCATE LED LIGHT FIXTURES
TABOR 100 7100 FORT DENT WAY 100 D19-0222 Parcel No: �� �� City of Tukwila Department of Community Development 6300SouthmenterBoulevard, Suhm#%0O Tukwila, Washington 9A1A8 9hone:286'431'367O Inspection Request Line: 206'438'93SD Web site: http://www.TukwilaWA.jzov DEVELOPMENT PERMIT 2954980440 Permit Number: D19'0II2 Address: 7100 FORT DENT WAY 100 Project Name: TABOR100 Issue Date: 7/31/20I9� Permit Expires On: 4/20/2020 Owner: Address Z8]582NDAVSE#S-1,MERCER ISLAND, WA, 98040 Contact Person: Name: REBECCA DAVIDSON Address Z8358ZNDAVE SE, 3TE30D,MERCER ISLAND, WA, 98040 Contractor: License No: Lender: Address: Phone: (206)669-3773 DPINC GENERAL CONTRACTORS Phone: (206)361-2989 1993§BAiUN6ERWAY NE'SEATTLE, WA, 98155 DP|N[G[D66DU Expiration Date: 1/31/2020 283SO2NDAVSE#S-1,MERCER ISLAND, WA, 98040 DESCRIPTION OF WORK: INTERIOR TENANT IMPROVEMENT ON THE 1ST FLOOR TO INCLUDE: CONSTRUCTION OF PARTITIONS AND DOORS, RELOCATION OF EXISTING LED LIGHT FIXTURES, NO STRUCTURAL WORK AND NO CORE ALTERATION, Project Valuation: $125,00000 Type ufFire Protection: Sprinklers: YES Fire Alarm: YES Type ufConstruction: VB Electrical Service Provided by: TUKWILA Fees Collected: $3,177.13 Occupancy per IBC: B Water District: TUKVVLA Current Codes adopted bythe City mfTukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: international Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: VVACities Electrical Code: VVA[Z9646B: Code: Public Works Activities: Chan neUmhon/Striping: [urb[ut/Acceo/5idewa|k: Fire Loop Hydrant: Flood Control Zone: Hau|ing/Overs|zeLnad: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: O No 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 nrlocal laws regulating construction o,the �performance ofwork, Iamauthorized tosign and obtain this development pelf%and agree to the conditiois attached to this permit. Signature: Date: PhntName7 �� This permit shall become null and void if the work is not commenced within 180 days for the date of issuance,or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: 'BUILDING PERMIT [QN0T0NS' 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. AS[E7,Chapter 13. 5: Partition walls shall not betied tuasuspended ceiling grid. All partitions greater than Gfeet inheight shall belaterally braced tothe building structure. Such bracing shall beindependent ofany ceiling splay bracing. 0: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 7: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 8: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 9: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City ofTukwila Building Department (2U6'4]2'367U). lO: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 11: VALIDITY OFPERMIT: 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 ofthe City ufTukwila shall not bevalid. 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. 12: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (]O6/431']67O). 13: 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 agross weight not exceeding 4O 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 isnot more than ]Sfeet (1067mm)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). (|FC9O6.7and |FC 906.9) 14: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall bealong normal paths oftravel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (|F[9O6.5) 15: Fire extinguishers require monthly and yearly inspections. They must have atag orlabel 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 beemptied and subjected tothe applicable recharge procedures. |fthe required monthly and yearly inspections ofthe 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) 16: 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,1O8:[)dry chemical type. The travel distance toany extinguisher must bp7S'orless. (|FC 9063)(NFPA10,5.4) 17: Maintain fire extinguisher coverage throughout. ID: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (|F[1O10l9) 19: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle |sengaged from inside the tenant space. (|FCChapter 1O) 20: Exit hardware and marking shall meet the requirements ofthe International Fire Code. (|FCChapter lO) 21: 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. (|F[IO1O191) 22: 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 ofegress travel isnot immediately visible tothe occupants. Exit sign placement shall besuch that nopoint in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever isless, from the nearest visible exit sign. (IF[1O1I1) 23: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes ofthe letters not less thanU7S inch (l9.lmm)wide. The word "EX|T^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 beless than O]7Sinch (9.Smm). Signs larger than the minimum established in the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means.borisnot energized, |fanarrow |sprovided aspart ofthe exit sign, the construction shall besuch that the arrow direction cannot bereadily changed. (|FC1013.6l) 24: Exit signs shall beilluminated atall times. Tnensure continued illumination for aduration ofnot less than 9Qminutes incase ofprimary power loss, the sign illumination means shall beconnected toanemergency power system provided from storage batteries, unit equipment or on -site generator. (|FC10l3-6.3) ZS: Emergency lighting, facilities shall be arranged to provide initial illumination that is at least an average of I foot-candle (11 lux) and a minimum at any point of 0,1 foot-candle (1 lux) measured along the path of egress atfloor level, Illumination levels shall bepermitted todecline toU.6foot-candle (6lux) 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, (|F[1DD83.5) 26: All new sprinkler systems and all modifications tuexisting sprinkler systems shall have fire department review and approval ofdrawings prior toinstallation ormodification. New sprinkler systems and all modifications tosprinkler systems involving more than 5Oheads shall have the written approval nfFactory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior tosubmittal to the Tukwila Fire Prevention Bureau. Nosprinkler work shall commence without approved drawings. (City Ordinance No. Z43O). 27: Sprinklers shall beinstalled under fixed obstructions over 4feet (l.2m)wide. (NFPAl3'D.65.3.J) 28: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #24]6and 4I437) 29: 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 isaltered, remodeled nradded to. Alterations tofire protection systems shall bedone inaccordance with applicable standards. (|F[9Ol.4) 30: A fire alarm system isrequired for this project. The fire alarm system shall meet the requirements of NfP.A.72and City Ordinance #Z437. 31: All new fire alarm systems ormodifications toexisting systems shall have the written approval ofThe Tukwila Fire Prevention Bureau. Nowork shall commence until a fire department permit has been obtained. (City Ordinance #24S7)(|F[901.2) 32: Maintain fire alarm system audible/visual notification. Addition/relocation ofwalls o,partitions may require relocation and/or addition of audible/visual notification devices. (City Ordinance #2437) 33: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 34: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA7O) 35: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth inTable No. 803.Ilofthe International Building Code. 36: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street orroad fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers oralphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width ofU.Sinch (I27mm). (IF[5O5l) 37: In order to provide you with the fastest police and fire protection under emergency conditions, please post your suite, room or apartment number in a conspicuous place near the main entry door, 38; Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition orviolation. 39: These plans were reviewed byInspector 5l1. |fyou have any questions, please call Tukwila Fire Prevention Bureau at(JO§)575-44U7. 0 PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (2OG)438'9350 1700 BU|LD|NGF|NAL** 0611 EMERGENCY LIGHTING 1400 FIRE FINAL 0409 FRAMING 0606 GLAZING 0502 LATH/GYPSUM BOARD 0406 SUSPENDED CEILING Parcel No: Address: ��^�xx ^~� Tukwila v~U~� x�n n ��m^w�Uoa Department of Community Development 63OOSouthcenterBoulevard, Suite #1OU Tukwila, Washington 9D18Q Phone: 206'431'3670 |nspecdo'Request Line: 206'438'9350 Web site: httr)://www.TukwilaWA.Rov DEVELOPMENT PERMIT 2954900440 7100 FORT DENT WAY 100 Project Name: TABOR 100 Permit Number: D19'0I2I Issue Date: 7/31/2019 Permit Expires On: 1/27/2020 Owner: Name: Address: Contact Person: Contractor: License No: Lender: Name: 283582MDAVSE #S-1,K4ERCEu ISLAND, WA, 98040 REBECCA DAVIDSON I835O2NDAVE SE, STE3O0,MERCER DPINC GENERAL CONTRACTORS 199368ALL|NGEKWAY NE, SEATTLE WA, 98155 nP|NCG[V66DU 8]HN[RADOV|CHDEV[O 2D358ZNDAVSE#S-l'MERCER ISLAND, WA, 98040 Expiration Date: 1/31/2020 DESCRIPTION OF WORK: INTERIOR TENANT IMPROVEMENT ON THE IST FLOOR TO INCLUDE: CONSTRUCTION OF PARTITIONS AND DOORS, RELOCATION OF EXISTING LED LIGHT FIXTURES, NO STRUCTURAL WORK AND NO CORE ALTERATION. Project Valuation: $125,000.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type ofConstruction: V8 Electrical Service Provided by: TUKWILA Fees Collected: $3,10503 Occupancy per IBC: B Water District: TUKYV|LA Sewer District: TUKVVLA Current Codes adopted bythe City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas [odp� 2015 2015 2015 2015 2015 National Electrical Code: WACities Electrical Code: VYA[Z96-468: Energy Code: Public Works Activities: ChanneUzation/StripinQ: Curb[ut/Access/Sidewa|k: Fire Loop Hydrant: Flood Control Zone: HauUng/OveoizeLoad: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Permit Center Authorized Si Volumes: Cut: O Fill: O Number D No Date: -� ��'��/ �~�� I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions oflaw and ordinances governing this work will becomplied with, whether specified herein ornot. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state orlocal laws regulating construction orthe performance nf"vork. |omauthorized tosign and obtain this development permit and agree to the gond,ilions ittached to this permit. Signature: Print Name: Date: 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 orabandoned for aperiod nfl80days from the last inspection. PERMIT CONDITIONS: t: 'BUILDING PERMIT CONQ[OONS*** 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. l All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: New suspended ceiling grid and light fixture installations shail meet the seismic design requirements for nonstructural components. AS[E7,Chapter l3. 5: Partition walls shall not betied toasuspended ceiling grid. All partitions greater than 6feet inheight shall belaterally braced tothe building structure. Such bracing shall beindependent ofany ceiling splay bracing, 6: All construction shall bedone inconformance with the Washington State Building Code and the Washington State Energy Code. 7: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 8: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill orotherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based onsatisfactory completion ofthis requirement. 9: All plumbing and gas piping work shall beinspected and approved under aseparate permit issued by the City ofTukwila Building Department (206-4S1-3670). Dl All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. ll: VALIDITY DFPERMIT: 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 ofthe City ofTukwila -shall not bevalid. The issuance o{apermit based unconstruction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. lZ: All mechanical work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center (ZO6/431-367O). 13: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers orbrackets shall besecurely anchored tothe mounting surface inaccordance with the manufacturer's installation instructions. Portable fire extinguishers having agross 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 isnot more than 3.5feet (l067nnm)above the floor. The clearance between the floor and the bottom ofthe inst0edhand-held extinguishers shall not beless than 4inches (lO2nnm), (|FC9U67and |F[ 906.9) 14: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall bealong normal paths oftravel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (|F[906-5) 15: Fire extinguishers require monthly andveadyinq,ecdons They must have a tag orlabel 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 beemptied and subjected tothe applicable recharge procedures. |fthe required monthly and yearly inspections ofthe fire extinguisher(s) are riot 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) 16: 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" (ZA,l0B:[)dry chemical type. The travel distance toany extinguisher must bp75'orless. (|FC 906.3) (NFP4 10\ 5.4) 17: Maintain fire extinguisher coverage throughout. 18: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (|FC1010l9) 19: Dead bolts are not allowed onauxiliary exit doors unless the dead bolt bautomatically retracted when the door handle isengaged from inside the tenant space. (|F[Chapter lO} 20: Exit hardware and marking shall meet the requirements of the International Fire Code. (|FC Chapter1V Zl: 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 tooperate. (|F[1010l9.l) 22: 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 ofegress travel isnot immediately visible tuthe occupants, Exit sign placement shall besuch that nupoint in an exit access corriclor is more than 100 feet (30,480 mm) or the listed viewing distanceforthesign, whichever |sless, from the nearest visible exit sign, (|FC1011I) � 23: Every exit sign and directional exit sign shall have plainly legible letters not less than 6inches (l52nnm)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 0.376 inch <9.5 mm>. Signs larger than the minimum established in the International Fire [ode shall have letter widths, strokes and spacing in proportion totheir height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means isurisnot energized, |fanarrow isprovided xspart ofthe exit sign, the construction shall besuch that the arrow direction cannot bpreadily changed. (|FC10l3.6.l) 24: Exit signs shall be illuminated at all times. To ensure continued illumination for 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. (|F[1013.6.3) 25: 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 maxim um-to'minimum illumination uniformity ratio o/4Oto 1 shall not be exceeded. (|F[ 1008.35) 26: All new sprinkler systems ond all modifications v»existing sprinkler systems shall have fire department review and approval nfdrawings prior tuinstallation nrmodification. New sprinkler systems and all modifications tosprinkler systems involving more than SOheads shall have the written approval ofFactory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior tnsubmittal tothe Tukwila Fire Prevention Bureau. Nosprinkler work shall commence without approved drawings. (City Ordinance No. Z436). 27: Sprinklers shall beinstalled under fixed obstructions over 4feet (12m)wide. (NFPA13-B.6.5.33) 28; Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests, (City Ordinances #Z43Gand #2437) 29: 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 tofire protection systems shall bedone inaccordance with applicable standards. (|F[9D1.4) 30: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N�P.A.7Zand City Ordinance #Z437. 31: All new fire alarm systems ormodifications toexisting systems shall have the written approval ofThe Tukwila Fire Prevention Bureau, Nnwork shall commence until afire department permit has been obtained. (City Ordinance #2437)(|F[9Ol2) 32: Maintain fire alarm system audible/visual notification. Add idon/rolocation ofwalls orpartitions may require relocation and/or addition ofaudib|e/visua| notification devices. (City Ordinance #Z437) 33: An electrical permit from the City of Tukwila Building Department Permit {enter (206-431-3670) is required for this project. 34: All electrical work and equipment shall conform strictly tothe standards of the National Electrical Code. (NFpA7O) 35: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth inTable No. 803.11ofthe International Building Code. 36: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street orroad fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers oralphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of0.Sinch (12Jmnn). (|F[5O5.l) 37: In order to provide you with the fastest police and fire protection under emergency conditions, please post your suite, room or apartment number in a conspicuous place near the main entry door. 38: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval ofsuch condition orviolation. 39: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau ^t(2OG)575'44V7, PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (%O6)438-9]5U 1700 DU|LD|NGF|NAi" UGll EMERGENCY LIGHTING 1400 FIRE FINAL 0409 FRAMING 0606 GLAZING 0502 LATH/GYPSUM BOARD 0406 SUSPENDED CEILING CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. Project No. Date Application Accepted: — 10 Date Application Expires: 1 — 0 ° oroi ceuseonl CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: King Co Assessor's Tax No.: 295490-0425 7100 Fort Dent Way, Tukwila, WA 98168 Tenant Name: Tabor 100 Suite Number: 100 Floor: PROPERTY OWNER (Building Representative)_ Name: John C Radovich Development Address: 2835 82nd Ave SE City: Mercer Island State: WA Zip: 98040 CONTACT PERSON — person receiving all project communication Name: Rebecca Davidson Address: 2835 82nd Ave SE, S-1 City: Mercer Island State: WA Zip: 98040 Phone: (206) 267-6060 Fax: (206) 267-6061 Email: rebecca@jcrdevco.com GENERAL CONTRACTOR INFORMATION Company Name: DP Incorporated General Contractors Address: 19936 Ballinger Way NE City: Seattle state: WA Zip: 98155 Phone: (206) 361-2989 Fax: Contr Reg No.: DPINCGC066BU Exp Date: 01/31/2020 Tukwila Business License No.: BUS-0994280 1 New Tenant: VI Yes 0 ..No ARCHI1LCT OF RECORD Company Name: NELSON Architect Name: Adam Segalla Address: 1200 5th Ave, Suite 1300 City: Seattle State: WA Zip: 98101 Phone: (206) 408-8518 Fax: Email: ASegalla@nelsononline.com 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: John C Radovich Development Address: 2835 82nd Ave SE City: Mercer Island State: WA Zip: 98040 HAApplications‘Forros-Applicstions CIa Lin02011 ApplicatiousTermit Application Revised - 8-9-11.does Revised: August 2011 bb Page 1 of 4 BUILDING PERMIT INFORMATI — 206-431-3670 Valuation of Project (contractor's bid price): $ 125,000 Describe the scope of work (please provide detailed information): Interior tenant improvement on the 1st floor to include: - Construction of partitions and doors - Relocation of existing LED light fixtures - No structural work and no core alteration Existing Building Valuation: $ Will there be new rack storage? ❑ Yes V.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC lst Floor 40,922 4,462 V-B B 2nd Floor 3" Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers 0 Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑..... ...Yes ❑ .......No If ' yes', attach list of materials and storage locations on a separate 8-1/2"x II" 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:\Applicotions\Forms-Applications On Line12011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFORMATION — 206-433-0179 Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila 0...Water District #125 0 ...Water Availability Provided Sewer District ❑ ...Tukwila O ...Sewer Use Certificate El ...Valley View ❑ ... Sewer Availability Provided ❑ .. Highline ❑ .. Renton ❑ .. Renton ❑ .. Seattle Septic System: O 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 applv): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way ❑ Non Right-of-way ❑ ❑ ...Total Cut ❑ ...Total Fill cubic yards cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements O ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Geotechnical Report 0 .. Maintenance Agreement(s) ❑ ... Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑.. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size .. WO # ❑ ...Water Only Meter Size WO # 0 ...Deduct Water Meter Size " ❑ ...Sewer Main Extension Public ❑ Private 0 ❑ ...Water Main Extension Public 0 Private ❑ FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) O ...Water ❑ ...Sewer 0 ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Mailing Address: Day Telephone: City State Zip H:Wpplications\Forms-Applications On Line 1201 1 Applications\Pe`mit Application Revised - 8-9-1 l.docx Revised: August 2011 bh Page 3 of4 PERMIT APPLICATION NO I ES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING 0 Signature: OR AIYFWRIZED ENT: Date: 07/03/2019 Print Name: ebecca lYavidson Day Telephone: (206) 267-6060 Mailing Address: 2385 82nd Ave SE, S-1 Mercer Island WA 98040 City State Zip 11:1ApplicationsWorms-Applications On Line \2011 ApplicationsTermit Application Revised - 8-9-11.does Revised: August 2011 bb Page 4 of 4 Cash Register Receipt City of Tukwila Receipt Number R18948 DESCRIPTIONS ACCOUNT QUANTITY 1 PAID PermitTRAK $72.10 D19-0222 Address: 7100 FORT DENT WAY 100 Apn: 2954900440 $72.10 Credit Card Fee $2.10 Credit Card Fee R000. 69.908.00.00 0.00 $2.10 DEVELOPMENT $70.00 ADDITIONAL PLAN REVIEW TOTAL FEES PAID BY RECEIPT: R18948 R000.345.830.00.00 1.00 $70.00 $72.10 Date Paid: Wednesday, October 30, 2019 Paid By: REBECCA DAVIDSON Pay Method: CREDIT CARD 00031G Printed: Wednesday, October 30, 2019 11:19 AM 1 of 1 yrr DESCRIPTIONS ACCOUNT PermitTRAK QUANTITY PAID $3,105.03 D19-0222 Address: 7100 FORT DENT WAY 100 Apn: 2954900440 $3,105.03 Credit Card Fee $90.44 Credit Card Fee R000.369.908.00.00 0.00 $90.44 DEVELOPMENT $2,926.66 PERMIT FEE R000.322.100.00.00 0.00 $1,758.58 PLAN CHECK FEE R000.345.830.00.00 0.00 $1,143.08 WASHINGTON STATE SURCHARGE 6640,237,114 0.00 $25,00 TECHNOLOGY FEE $87.93 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R18088 R000.322.900.04.00 0.00 $87.93 ' $3,105.03 Date Paid: Wednesday, July 10, 2019 Paid By: REBECCA DAVIDSON Pay Method: CREDIT CARD 11511G Printed: Wednesday, July 10, 2019 9:07 AM 1 of 1 _SYSTEMS 0 CO TUKWILA ETKAKIT 5200 S0VTH[ENTEK BLVn TUnWz|u^ W4 98188 206'433'1870 CITY OF TUKWIL4 0017340000802374464500 Date: 10/30/2019 11:18:85 AM VISA CARD NUMBER: TKAw AMOUNT: APPROVAL {D: ns[ORo #: cLcnx ID: X CREDIT CARD SALE ~^*°~~~~~*8337 u $72.10 0083lG 000 frankie {CARDHOLDER'S SIGNATURE} I AGREE TO PAY THE ABOVE TOTAL AMOUNT ACCORDING TO THE [4KD ISSUER AGREEMENT (MERCHANT AGREEMENT IF CREDIT VOUCHER) Thank you! Merchant Copy CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA 0017340000802374464500 Date: 07/10/2019 VISA CARD NUMBER: TRAN AMOUNT: APPROVAL CD: RECORD #: CLERK ID: 09:07:09 AM CREDIT CARD SALE **********8337 K $3,105.03 11511G 000 kandace {CARDHOLDER'S SIGNATURE} 1 AGREE TO PAY THE ABOVE TOTAL AMOUNT ACCORDING TO THE CARD ISSUER AGREEMENT (MERCHANT AGREEMENT IF CREDIT VOUCHER) Thank you! Merchant Copy 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 Projx.t�-- ` (OboY Type of Ins ection: Address: Special Instructions: Date Wanted: - - a.m./2 Requester: 0 Phone No: Z " Approved per applicable codes. 0l lri [ENT Corrections required prior to approval. nspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee mu nt be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 43 a -3670 Project• Ty a of In Lion: Address: Date Call d: Special Instructions: £rate Wanted: .. �� a.m. p.m. Requester: Phone N Oa Approved per applicable codes. nspec Corrections required prior to approval. 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 , DI9-Ozzz INSPEC ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 5outhcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 pr d per applicable codes. El Corrections required prior to approval. COMMENTS: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 'Project: © lr., Type of lnsp ton: Address: 7100 Favtk$0 Date Calle Special instructions: fC 3/ AL L' Date Wanted: a.m. p.m. Requester: Phone No: Approved per applicable codes. nspec REINSPECTION FEE RE Corrections required prior to approval. Date: UIRED. Prior to next inspection. fee must be aid at 6300 Sou center d.. Suite 100. Call to schedule reinsp do 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 Proje Type Inspectiono fr4IA) Address: ArvicZyik 4t) Date Called: Special Instructions: Date Wanted:A2/23 a,m. P-m• 'Requester: Phone N : Approved per ns equired prior to approval. REINSPECTION FEE REQUIRED. Prior to next inspection. fee mustbe paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. Lighting Summary LGT-SUM 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 Revised July 2016 Project Info Compliance forms do not require a password to use. Instructional and calculating cells are write - protected. Project Title: 1- Tabor 100 Date 7/3/2019 Applicantlnforrnation. Provide contact information for individual oho can respond to inquiries about compliance form information provided. For Building Department Use F ILE Company Name: NELSON Company Address: 1200 5TH AVE. SUITE 1300, SEATTLE, WA 98101 Applicant Name: KATIE MATHWEG Applicant Phone: 206-408-8500 Applicant Email: KMATHWEGtNELSONWW.COM Project Description © New Building ElAddition alteration © Plans Included Include PROJ-SUM form (included in envelope forms workbook) with Lighting complliance forms. Building Additions Refer to Section C502.2.6 for additional requirements. Compliance Method Interior lighting Exterior lighting Lighting systems in addition area comply with all applicable provisions as a stand alone new construction project © o Lighting systems in addition are combined with existing building lighting systems to demonstrate compliance 0 o Addition is combined with existing: For interior lighting projects, include new + existing interior lighting fixture taettage in Proposed Lighting Wattage table in LTG-INT-BLD or LTG-INT-SPACE form. For exterior lighting projects, include new + existing exterior lighting fixture wattage in Proposed Tradable and Proposed Non -Tradable Lighting Wattage tables in LTG-EXT form. Interior and Exterior Lighting Alterations Select all Lighting Power Control elements that of the retrofit project. combination of spaces 50% of the existing fixtures in some spaces, and fixtures are replaced provide separate lighting compliance forms for conditions. Spaces undergoing type of retrofit may be lighting power compliance quir fREt /IEWED hOODEMC ommissigpapRf h'ii��lr""h�CVVYYCC JUL 25 City of Tukwila BUILDING No changes are the interior or systems and existing uses and configuration changed. and Lighting apply to the scope if project includes a where less than are replaced 50% or more of the in others, then power the Mc retrofit the same combined into one form. for additional Lighting Power Interior lighting Parking garage Exterior lighting 50% or more of existing are replaced Q 0 • Less than 50% of existing are replaced ® Q13 Lamp and/or ballast replacement only — existing total wattage not increased 13 • 50% or more replaced - Total lighting power of new + existing-to-rernain fixtures shall comply with total LPA per Sections C405.4,2 and C405.5.2. Include new + existing -to -remain fixtures in Proposed Lighting Wattage table in LTG-INT-BLD, LTG-INT-SPACE or LTG-EXT form. Less than 50% replaced - Total lighting power of new + existing -to -remain fixtures shall not exceed the total lighting power prior to alteration. Include new + existing -to -remain fixtures in the Proposed Lighting Wattage table in LTG-INT-BLD, LTG-INT-SPACE or LTG-EY,T form. 50% threshold applies to num ber of luminaires for interior spaces and parking garages, and total installed wattage for exterior luminaires. FOR M UANGE it D 2019 DIVISION emg exterior lighting space are not Lighting Controls Interior lighting Parking garage Exterior lighting New wiring installed to serve added fixtures and/or fixtures relocated to new circuit(s) 0 0 13 New or moved lighting panel Q 0 0 Interior space is reconfigured - luminaires unchanged or relocated New wiring or circuit - For interior lighting, provide required manual controls perC405.2.3, occupancy sensor controls per C405.2.1, daylight responsive controls per C405.2.4 and application specific lighting controls per C405.2.5. For exterior lighting, provide required controls per C405.2.7. New or moved panel - Provide all applicable lighting controls as noted for New Wring and automatic time switch controls per C405.2.2. Reconfigured interior space - Provide all required lighting controls that apply to a new interior space. Application specific lighting control provisions per C405.2.5 do not apply to reconfigured Change of Space Use cu rt Existing interior lighting systems in areas under -going a change in space use are upgraded to . r .,,� ty,efittaPAs for the new space types per Tables C405.4.2(1) or C405.4.2(2). cR t"a (.. y PT e m14Ab&quiring LPD upgrade to the current Code in Proposed Lighting Wattage ta• e in LTG-INT-BLD or LTG-INT-SPACE form. JUL 1 0 'Lui9 PERMIT CENTER p ►q� oaa Lighting Summary, cont. LGT-SUM 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 Revised July 2016 Projec T : 1 -Tabor 100 Date 7 20 9 Interior Lighting System Description Jnterior Lighting Power Allowance Method Buliding Area Method Sp by -space Method Select method used in project. Interior Lighting Controls 0 All C405.2.1 - C405.2.8 Controls 0 C405.2 Exception 5 Luminaire Level Lighting Control (LLLC) 0 Additional Efficiency Package Option C406.4 Enhanced digital lighting controls To comply with C406.4, no less than 90% of the total installed interior lighting power shall comply wth required controls per C406.4. Dwelling Unit nterio Lighting Permanently installed interior lighting fixtures in dwelling units comply with: )1 No Dwelling 0 C 4 0 5.2 thru C405.5 Commercial Lighting Controls and LPA Units DC406.3 High Efficacy Lighting 0 Exterior Lighting System Description Interior Lighting - Space -By -Space Method LTG- NT-SPACE 2015 Washington State Energy Code Compliance Forms for Commercial Buitdings inctuding R2, R3, R4 Doer 3 stories and all R1 R lased ly 2016 Project Title: 1 - Tabor 100 Date 7/3/2019 Calculation Area NJTE9 D © Addition - j Addition stand alone + existing of n Spaces where < 50% of # Spaces where 2 50% D luminaires are replaced luminaires are replaced For Building Department Use LPA Calculation Type D Standard 0 Additional Efficiency Package Option D C406.3 Reduced Interior Lighting To comply wth C406.3, the Proposed LPD shall be 25% levier than the Target LPA. Refer to C406.3 for additional requirements. Maximum Allowed Lighting Wattage NOTE' Location (plan #, room #) Space Type Ceiling Height NOTE2 Gross Interior Area in ft2 Allowed Watts per ft2 Watts Allowed (watts/ft2 x area} 101 Seating area, general 8' 4" 562 0. 430 242 102 Food preparation 8' 4" 403 0.790 318 103 Office: Open plan 8' 4" 1192 0 .780 930 104 Office: Enclosed 8' 4" 141 0.8 90 125 105 Office: Open plan 8' 4" 1227 0 . 780 957 106 Office: Enclosed 8' 4" 123 0. 890 109 107 Copy/print room 8' 9" 159 0. 580 92 Lobby Art/Exhibit Display Allowance from LTG-INT-DISPLAY NOTE8 Total Area Retail Display 3807 LTG-INT-DISPLAY Allowed Watts Allowance from 2775 Proposed Lighting WattageN°TE3 Location (plan #, room #) Fixture Description NOTE4, 8, 6 Number of Fixtures Watts/ Fixture NOTE 7 Watts Proposed 2x4recessed 36 56 2016 Proposed Retail Dispay Lighting from LTG-INT-DISPLAY Tota! Proposed Watts may not exceed Total Allov'ed Watts for Interior Lighting Total Proposed Watts 2016 Interior Lighting Power Allowance COMPLIES WITH C406.3 Note 1 - List all unique space types per Table C405.4.2(2) that occur in the project scope. Select space type category per from drop down menu. Note 2 - Indicate ceiling height for atriums and spaces utilizing the ceiling height adjustment per Table C405.4.2(2), Footnotes d thru f Note 3 - List all proposed lighting fixtures including exempt lighting equipment and existing -to -remain fixtures. Note 4 - For proposed Fixture Description, indicate fixture type, lamp type (e.g. T-8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. Note 5 - For lighting equipment eligible for exemption per C405.4.1, note exception number and leave Watts/Fixture blank. Note 6 - Existing -to -remain fixtures shall be included in the Proposed Lighting Wattage table in the same manner as new fixtures. Identify as existing in fixture description. Note 7 - For proposed Watts/Fixture enter the luminaire vvettage for installed lamp and ballast using manufacturer or other approved source. For luminaires Kith screw -in lamps, enter the manufacturer's listed maximum input wattage of the fixture (not the lamp v'ettage). For low voltage lighting, enter the vvetfage of the transformer. For line voltage frack/buswey systems, enter the larger of the attached luminaire wettage or wetts/lineal foot, or enter the wattage limit of permanent current limiting device. Note 8 - Lobby Art/Exhibit Display Allowance is independent of the Maximum Allov'ed Lighting Wattage. Note 9 - Calculation Area Details: a. Lighting fixtures in a building addition may comply as a stand alone project, or they may be combined with the overall existing building lighting systems to demonstrate compliance. Refer to C502.1. 50 Joanna Spencer From: David McPherson Sent: Tuesday, July 16,2U199:24AK4 To: Todd Reedy Cc: Joanna Spencer Subject: Re: backflow at 7100 Fort Dent Way - Fort Dent Bid. #3 - Tenant Improvement for Tabor ' Building permit no, D19'O222 thank you Todd From: Todd Reedy Sent: Monday, July 15,20196:48AN To: David McPherson Subject: RE: backOoxvat71OOFort Dent Way Fort Dent Bid. #3-Tenant Improvement for Tabor -Building permit no. D19'O22J Good Morning David, Fort Dent #3 at 7100 Fort Dent Way Is current on backflow preventer installation and testing. Thank you, Todd Reedy Water Quality Specialist Tukwila Water Department (206)431-2I69 (206)571-6309 cell From: David McPherson Sent: Friday, July 12,2O199:5GAK4 To: Todd Reedy <Todd.Reedx@Tukwi|aVVA.gov> Cc Joanna Spencer <Joanna.Spemcer@Tukxv Subject: backflow at 7100 Fort Dent Way - Fort Dent Bid. #3 - Tenant Improvement for Tabor - Building permit no. D19- 0222 Please let me know, if backflow is current at7100 FortDentWay-FortDent Bid. #3-Tenant Improvement for Tabor - Building permit no. D19-0222. Thank you. Dave David McPherson Development Engineer City ofTukwila 83OOSoudhoenbsrBlvd #1OO Tukwila, VVA98188 ph: C3OG\431'244B|fx:C2OG\431-3885 David. McPherson 0,Tukvv|aVVA.qnv|vvw^w.tukwi|owa.qov **NEW EMAIL ADDRESS AND WEB ADDRESS!" D�9-OZZZ_ FQ.RIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0222 DATE: - 10/14/2019 PROJECT NAME: TABOR 100 SITE ADDRESS: 7100 FORT DENT WAY 100 Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # X Revision # after Permit Issued DEPARTMENTS: 10\66 Building Division r4M t1/4* lb\14 Public Works Fire Prevention iniw Structural Planning ivision Permit Coordinator PRELIMINARY REVIEW: Not Applicable r (no approval/review required) DATE: 1 0/1 7/1 9 Structural Review Required REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: Approved r DUE DATE: 11/14/2019 Approved with Conditions r Corrections Required Denied (corrections entered in Reviews) Notation: (ie: Zoning Issues) REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping El PW El Staff Inn ials: 12/18/2013 PERMIT COORD COO PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0222 PROJECT NAME: TABOR 100 SITE ADDRESS: 7100 FORT DENT WAY 100 X Original Plan Submittal Response to Correction Letter # DATE: 07/10/19 Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: 1-0 Building Division Public Works /1144wc -04s---t 1 Fire Prevention Structural T Planning Division Permit Coordinator 1111 PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 07/11/19 Structural Review Required REVIEWER'S INITIALS: DATE: C APPROVALS OR CORRECTIONS: DUE DATE: 08/08/19 Approved Corrections Required Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: S+ 002, s A id - n REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: 12/18/2013 PROJECT NAME: SITE ADDRESS: 1 00 pme+ Dfrvf- Up( (00 ORIGINAL ISSUE DATE: 7.3 -• /CO PERMIT NO: REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS I 10-17-I, ---Y4 Summary of Revision: , IT 4-0 ranitaivt vovZcied AR.LP CetSeworL (.4 II .11invier t i ,. Received , REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO, - DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) City of Tukwila Department of Community Development 6300 Soutlicenter Boulevard, Suite #I00 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 10/11/2019 Plan Check/Permit Number: D19-0222 r E Response to Incomplete Letter # Response to Correction Letter # Revision # 1 after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Deferred Submittal # Project Name: TABOR 1 00 RECEIVED CITY OF TUKWILA OCT 1 7 2019 PERMIT CENTER Project Address: 7100 FORT DENT WAY, TUKWILA, WA 98168 Contact Person: REBECCA DAVIDSON Phone Number: 206-669-3773 Summary of Revision: AN-0: Updated Coversheet w/ changes made AN-1: Updated Life Safety Plan per new layout A0-1 : Updated demolition of changes to made Al -1: Existing kitchen to be extended, existing IT to remain, provided (3) new offices & transaction counter A8-1: Removed casework details not needed, provided (1) new detail A9-1: Provided (1) new wall detail Sheet Number(s): AN-0, AN-1, A0-1, A1-1, A8-1 & A9-1 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tulcwi la Permit Center by: Entered in TRAKiT on Mk-7/79 W: Permit Center Templates Forms Revision Submittal Form.doc Revised: August 2015 0 Hoine Espanol Contact Safety & Health Claims & Insurance kk Washington State Department of i Labor & Industries l_earch L&I A-Z lndex ielp My [,&7.1 Workplace Rights Trades & Licensing D P INC GENERAL CONTRACTORS Owner or tradesperson Principals DODSON, WILLIAM, PRESIDENT Doing business as D P INC GENERAL CONTRACTORS WA UBI No 601 515 833 19936 BALLINGER WAY NE SEATTLE, WA 98155 206-361 -2989 KING County Business type Corporation Certifications & Endorsements OMWBE Certifications No active certifications exist for this business. Apprentice Training Agent Not allowed to have apprentices. License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. DPINCGC066BU Effective — expiration 01/31/1994— 01/31/2020 Bond Merchants Bonding Co (Mutual) Bond account no. WA28622 $12,000.00 Received by L&I Effective date 12/27/2012 01/31/2(113 Expiration date Until Canceled Bond history Insurance Continental Western Ins Co $1,000,000.00 Policy no. CPA6015605 Received by L&I Effective date 08/21/2018 09/15/2016 Expiration date 09/15/2019 Insurance history Help us improve Savings No savings accounts during the previous 6 y?period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Workers' comp Public Works Requirements Workplace safety and health Washington State Dept. of Labor & industries. Use of this site is subject to the laws of the state of Washington. Help us improve R 7100 FORT DENT WTUKWILA, W 9(309100 1 LOCATION MAP AN-0 NOT TO SCALE TRUE NORTH 2 SITE MAP AN-0 SCALE:1'-0"=80'-0" PROJECT TRUE NORTH NORTH SITE ADDRESS: 7100 FORT DENT WAY, TUKWILA, WA 98168 PARCEL NUMBER: 295490-0440 LEGAL DESCRIPTION: GUNDRAKERS INTERURBAN ADD PARCEL 2 LESS BEG MOST WLY CORNER OF PARCEL 1 TH N 63-35-49 E 237.32 FT TH S 26-24-11 E 227.32 FT TO COMMON CDR BT W PARCELS i & 2 TH N 63 35-49 E 252.25 FT TH N 26-24-11 W 77.65 FT TH N 56-15-11 W 234.09 FT TH N 31-12-43 W 82.39 FT TO INTSN WITH NWLY LN OF PARCEL 2 TH S 58-47-17 E 102.77 FT TH S 55-39-53 W 63.16 FT TH S 48-39-58 W, 55.63 FT TH S 39-21-15 W 88.24 FT TH S 30-04-58 W 85.21 FT TO MOST WLY CDR OF PARCEL 2 TH S 37-36-40 E 20.92 FT TO POB - OF CITY OF TUKWILA SHORT PLAT NO 79-7-SS RECORDING NO 7908210370 SO SHORT PLAT BEING A POR OF GUNDAKERS INTERURBAN ADD IN SW 1/4 OF NW 1/4 OF SEC 24-23-04 -- AS PER CITY OF TUKWILA BDRY LINE AD] NO 90-2-SLA RECORDING NO 9008151101 ZONING: RCM BUILDING DESCRIPTION: TWO-STORY OFFICE BUILDING WITH SURFACE PARKING LOT YEAR BUILT: 1999- PER JURISDICTIONAL RECORD CONSTRUCTION TYPE: V-B FIRE PROTECTION: FULLY SPRINKLERED (NO CHANGES) NUMBER OF STORIES 2 BUILDING TOTAL FLOOR AREA: ±40,922 SF (NO CHANGES) -TENANT IMPROVEMENT TO THE FIRST FLOOR OF AN EXISTING OFFICE SUITE TO INCLUDE: - DEMOLITION OF PARTITIONS AND DOORS CONSTRUCTION OF COPY ROOM, BREAK ROOM, OFFICES - RELOCATION OF EXISTING LIGHT FIXTURES - NO STRUCTURAL WORK OF ALTERATION OF CORE MECHANICAL, PLUMBING, ELECTRICAL, FIRE PROTECTION ARE BY OTHERS, UNDER SEPARATE PERMITS BY DESIGN / BUILD CONTRACTORS - DEFERRED SUBMITTALS. PROJECT AREA SUITE AREA FLOOR AREA FLR #1 I t4,462 SF t10,726 SF ±19,765 SF (NO CHANGES APPLICABLE CODES 2015 INTERNATIONAL BUILDING CODE (IBC) 2015 INTERNATIONAL EXISTING BUILDING CODE(IEBC) 2015 INTERNATIONAL FIRE CODE (IFC) 2015 UNIFORM PLUMBING CODE (UPC) 2015 INTERNATIONAL MECHANICAL CODE (IMC) 2015 INTERNATIONAL FUEL GAS CODE (IFGC) 2017 NATIONAL ELECTRICAL CODE (SEC) 2015 WASHINGTON STATE ENERGY CODES (IECC) ICC/ANSI 117.1-2009 - ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES PROJECT DIRECTORY TENANT: TABOR 100 BUILDING REPRESENTATIVE: JOH'N C. RADOVICH DEVELOPMENT 2835 82ND AVENUE SE, SUITE S-1, MERCER ISLAND, WA 98040 PHONE: 206-267-2669 EMAIL: REBECCA@JCRDEVCO.COM CONTACT: REBECCA DAVIDSON ARCHITECT: NELSON WORLDWIDE 1200 5TH AVENUE, SUITE 1300, SEATTLE, WA 98101 PHONE: 206-408-8537 EMAIL: KMATHWEG@NELSONWW.00m CONTACT: KATIE MATHWEG CONTRACTOR: DP INCORPORATED GENERAL CONTRACTORS 19936 BALLINGER WAY NE, SEATTLE, WA 98155 PHONE: 206-361-2989 EMAIL: VASILY@DPINC.NET CONTACT: BILLY SHADRIN DRAWING INDEX SHEET NUMBER SHEET TITLE SHEET ISSUE DATE I DRAWING REVISION NUMBER REVISION ISSUE DATE GENERAL AN-0 COVER SHEET 07/03/19 1 10/10/19 AN-1 LIFE SAFETY PLAN 07/03/19 1 10/10/19 AN-2 GENERAL NOTES, ABBREVIATIONS & SYMBOLS 07/03/19 ARCHITECTURAL A1-1 DEMOLITION & CONSTRUCTION PLANS 07/03/19' - 1 10/10/19 A2-1 REFLECTED CEILING PLAN 07/03/19 1 10/10/19 A8-1 CASEWORK DETAILS & ELEVATIONS 07/03/19 1 10/10/19 A9-1 DOOR SCHEDULE, DOOR & FRAMES, AND -PARTITIONS 07/03/19 1 10/10/19 A9-3 CEILING DETAILS 07/03/19 REVIEWED FOR CODE COMPLIANCE APPROVED OCT 2 8 2019 City of Tukwila BUILDING DIVISION Nelco Architecture, Inc. 1200 Fifth Ave., Suite 1300 Seattle, WA 98101 () 206 408-8500 www.nelsonworldwide.com REVISIONS Nora. -}es sna to made to the scope of work wdnow D:'o: aporovai of the Tukwila Building Division. NOTE: Revisions will reauue a new plan submittal and may include additional plan review. FILEPermtt No. � Plan review approval Is subject to errors and omissions. Approval of construction aocuments doe= - not authorize the violation of any adopted code o, ordinance. Receipt of aporoveo Fielo Copy and Conditions IS acKnowledgee: By: City of Tu-1a BUILDING [DIVISION consultants Description: No: By: Date: PERMIT SET REVIEW CF 07/03/19 REVISION 1 1 NG 10/10/19 SEPARATE PERMIT REQUIRED FOR: Mechanical Electrical LL'I Plumbing L3J Gas Piping City of Tukwila BUILDING DIVISION r x x> �ztr � z rtr • ® 2835 82ND AVE. SE SUITE S-1 r.., MERCER ISLAND, WA 98040 client TABOR 100 TENANTIMPROVEMENT 7100 FORT DENT WAY, SUITE 100 TUKWILA, WA 98168 project name & address ��lelr��11�]ll_�Lgl sheet title C 10194 RE ERED A HITEGT \rj AM EG STATE OF WAS TON seat REVISION N0. Proj. No: 19.0000974.000 Designer: BMT Drawn By: CF Reviewed By: NG Project Manager: BMT Approved By: AS RECEIVED CITY OF TUKWILA �� �O OCT 17 2019 PERMIT CENTER ALL DIMENSIONS AND CONDITIONS MUST BE CHECKED AND VERIFIED ON SITE BY THE CONTRACTOR AND SUB -CONTRACTORS PRIOR TO PERFORMING THE WORK THE PROJECT MANAGER SHALL BE NOTIFIED IN WRITING OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK0222m ©NELSON WORLDWIDE LLC 2a19 ALL RIGHTS RESERVED m m m m m m m m m ® m m h 1 LIFE SAFETY PLAN - GROUND LEVEL 0 4'-0" 8'-0" 16'-0' SCALE: 1/8" = 1'-0" EGRESS AND LIFE SAFETY GENERAL NOTES 1, EXIT DOORS SHALL BE OPERABLE FROM THE EGRESS SIDE WITHOUT SPECIAL KNOWLEDGE, EFFORT OR THE USE OF A SPECIAL KEY OR LATCH. 2. EXIT DOORS SHALL SWING IN THE DIRECTION OF TRAVEL WHEN SERVING AN OCCUPANT LOAD OF 50 OR MORE OR AN "H" OCCUPANCY. 3. UNLATCHING FORCE OF PANIC HARDWARE SHALL NOT EXCEED 15 POUNDS WHEN APPLIED IN THE DIRECTION OF TRAVEL. 4. CORRIDORS SHALL BE MAINTAINED WITH A MINIMUM CLEAR WIDTH OF 44" AND 7-6" MINIMUM HEIGHT. S. EXIT DOORS SHALL BE A MINIMUM OF 32" CLEAR WIDTH & MAXIMUM 48" WIDE LEAF. MINIMUM V-8" DOOR HEIGHT. 6. DOORS IN ANY POSITION SHALL NOT REDUCE THE REQUIRED CORRIDOR EXIT WIDTH BY MORE THAN HALF. 7. EXIT ACCESS HAS BEEN BASED UPON PROGRAMATIC INFORMATION PROVIDED TO NELSON BY THE INTENDED OCCUPANT OF THIS SPACE. ARCHITECT SHALL NOT BE HELD RESPONSIBLE FOR ANY CONSEQUENCES WHICH MAY RESULT FROM THE CHANGE OF USE OR OCCUPANT LOAD AFTER PROJECT COMPLETION. 8. EXIT SIGNAGE SHALL BE INTERNALLY ILLUMINATED AT ALL TIMES WITH EMERGENCY ELECTRICAL BACK-UP POWER. 9. EXIT SIGN ILLUMINATION SHALL NOT BE LESS THAN 5 FOOT CANDLES EXIT SIGNS SHALL HAVE TWO POWER SOURCES, ONE FROM THE PREMISES WIRING SYSTEM, THE OTHER FROM BATTERIES. 10. FINAL PLACEMENT OF EXIT SIGNS IS SU83ECT TO APPROVAL AND MODIFICATION OF THE FIRE DEPARTMENT FIELD INSPECTOR. EXIT PLAN LEGEND EXIT EXIT EAD EXIT ACCESS DOOR o- - >- - TOTAL DISTANCE v ® ® EXIT SIGNAGE T �-- — — — DIRECTIONAL L- — — — — — NON -DIRECTIONAL — EC FIRE EXTINGUISHER CABINET CODE ANALYSIS OCCUPANT LOAD: 100 SF PER OCCUPANT FOR OFFICE USE w of zd O UO O� rt V do V p ° �a oc�D u 00 SUITE 100 B 10,726 100 108 EXITING REQUIRED PROVIDED NUMBER OF EXITS: 50-500 OCC LOAD = 2 EXITS 3 GROUP B TABLE1006.2.1 & TABLE1006.3.1 1 COMMON PATH OF EGRESS: 100' MAX. W/ SPRINKLERS t94' GROUP S TABLE2006.2.1 SEPARATION OF EXITS: MIN 1/3 MAX OVERALL DIAGONAL *112' SECTION 1007 DIM OF SPACE SERVED W/ SPR 1 EXIT ACCESS TRAVEL DISTANCE: 300' W/ SPRINKLERS t106' GROUP B TABLEI017.2 FREVIEWEDFOR LIANCEED019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA REVISION NO of T 1 1200 Fifth Ave., Suite 1300 Seattle, WA 98101 (206)408-8500 www.nelsonwoddwide.com consultants Description: No: By: Date: PERMIT SET REVIEW CF 07/03/19 REVISION 1 1 NG 10/10/19 revisions JCR DEVELOPMENT ® 2835 82ND AVE. SE SUITE S-1 I r MERCER ISLAND, WA 98040 client TABOR 100 TENANTIMPROVEMENT 7100 FORT DENT WAY, SUITE 100 TUKWILA, WA 98168 project name & address LIFE SAFETY PLAN sheet tide 40194. 7TEREDSTAT£OF seal Proj. No: 19.0000974.000 Designer: BMT Drawn By: CF Reviewed By: NG Project Manager: BMT Approved By: AS f 2013 ALL DIMENSIONS AND CONDITIONS MUST BE CHECKED AND VERIFIED ON SITE BY THE CONTRACTOR AND SUB -CONTRACTORS PRIOR TO PERFORMING THE WORK. THE PERMIT CENTER PROTECT MANAGER SHALL BE NOTIFIED [N WRITING OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK © NELSON WORLDWIDE LLC 2019 ALL RIGHTS RESERVED GENERAL NOTES ABBREVIATIONS GENERAL LEGEND 1. THE WORK SHALL CONFORM TO THE APPLICABLE BUILDING CODE 14. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING 38. CHANGES IN THE SCOPE OF WORK OR IN CONSTRUCTION DETAILS, A G Q SHEET NUMBER GRAPHIC SCALE BUILDING SECTION TAG NELSOK AND OTHER ORDINANCES, CODES AND REGULATIONS LISTED ON THE WORK OF ALL SUB -CONTRACTORS AND SHALL PERFORM SUCH WHETHER DUE TO FIELD CONDITIONS OR OMISSIONS BY THE A/C AIR CONDITIONING GL GLASS or GLAZING QT QUARRY TILE Nelco Architecture Inc, THE DRAWINGS, AND REQUIRED BY LOCAL BUILDING AUTHORITIES. MISCELLANEOUS WORK AS MAY BE NECESSARY FOR THEM TO CONTRACTOR, ARCHITECT OR OWNER, SHALL BE DOCUMENTED BY /\ ♦ _ ♦ 0 8'-0" 16'-0" 32'4' SECTION r A(C UNIT AIR CONDITIONING UNIT GRD GROUND QTY QUANTITY Al -I _ THE GOVERNING CODES, RULES AND REGULATIONS ARE COMPLETE THEIR WORK. IT IS EXPECTED THAT THE GENERAL THE ARCHITECT AND APPROVED, PRIOR TO EXECUTION. DESIGNATION COLLECTIVELY REFERRED TO AS'THE CODE," THE CONTRACTOR CONTRACTOR SHALL ALSO CLOSELY COORDINATE THE WORK WITH A/E ARCHITECT/ENGINEER GWB GYPSUM WALL BOARD i 1 SHALL REPORT ANY INCONSISTENCIES, CONFLICTS OMISSIONS THAT ALL OTHER VENDORS RETAINED BY THE CLIENT SCALE: 1J16" = L'-0" DISCOVERED TO THE ARCHITECT FOR INTERPRETATION PRIOR TO ASSUREE PR JOB SITE DOES NOT IMPLY CONCURRENCE WITH OR THE APPROVAL ACT ACOUSTICAL CEILING TILE 39. THE PRESENCE OF A REPRESENTATIVE OF THE ARCHITECT ON THE A/V AUDIO VISUAL GYP GYPSUM R THAT ALL SCHEDULES ARE MET AND THAT WORK PROCEEDS R or RAD RADIUS SHEET NUMBER OF ANY WORK. THE CONTRACTOR SHALL CALL TO THE ATTENTION ADJ ADJACENT H RB RUBBER BASE SHEET NUMBER PERFORMING THE WORK. WITHOUT DELAY. OF THE ARCHITECT, IN WRITING, ALL SPECIFIC ITEMS FOR WHICH AFF ABOVE FINISH FLOOR H HIGH RBR RUBBER SHEET GROUP 2= THE GENERAL CONTRACTOR SHALL CONTACT BUILDING 15. BIDDERS, BEFORE SUBMITTING PROPOSALS, SHALL VISIT AND ARCHITECTS REVIEW IS REQUIRED. AHJ AUTHORITY HAVING HB HOSE BIB RCP REFLECTED CEILING PLAN DISCIPLINE CODE MANAGEMENT TO DETERMINE THE RULES OF THE BUILDING CAREFULLY EXAMINE THE AREA AFFECTED BY THE WORK TO 40. UPON SUBSTANTIAL COMPLETION OF WORK THE CONTRACTOR JURISDICTION HC HOLLOW CORE RECEPT RECEPTACLE 1200 Fifth Ave., Suite 1300 RELATIVE TO CONSTRUCTION; WHEN AND HOW DELIVERIES CAN BE FAMILIARIZE THEMSELVES WITH EXISTING CONDITIONS AND ANY SHALL PREPARE A "PUNCHLIST" OF CORRECTIONS AND AHU AIR HANDLING UNIT HOW HARDWARE RECT RECTANGULAR Seattle, WA 98101 MADE, WHAT PHASES AND TYPES OF CONSTRUCTION MAY BE DONE DIFFICULTIES THAT MAY AFFECT EXECUTION OF THE WORK. ALT ALTERNATE(ING) HEX HEXAGONAL REF REFERENCE WALL SECTION TAG UNSATISFACTORY AND/OR INCOMPLETE WORK FOR REVIEW BY THE (206) 408-8500 ON REGULAR OR OVERTIME BASIS, AND IN GENERAL ANY SPECIAL SUBMISSION OF A PROPOSAL WILL BE CONSTRUED AS EVIDENCE ARCHITECT, ALUM ALUMINUM REINF REINFORCING or NORTH ARROW INTERIOR ELEVATION TAG SECTION www.nelsonworldwide.com BUILDING REQUIREMENTS WHICH WILL AFFECT THE COST OF ALL THAT SUCH AN EXAMINATION HAS BEEN MADE, AND LATER CLAIMS ANOD ANODIZED REINFORCEMENT, 1 DESIGNATION WORK BORNE BY THE GENERAL CONTRACTOR. ALL WORK SHALL WILL NOT BE RECOGNIZED FOR EXTRA LABOR, EQUIPMENT, OR 41. THE CONTRACTOR SHALL MAINTAIN AT THE SITE, ONE RECORD APPROX APPROXIMATE HM HOLLOW METAL REQ'D REQUIRED //��''•�� PLAN NORTH 1 CONFORM TO ALL BASE BUILDING STANDARD SPECIFICATIONS AND MATERIALS, REQUIRED BECAUSE OF DIFFICULTIES ENCOUNTERED COPY OF ALL DRAWINGS, PERMITS, SUBMITTALS AND SAMPLES ON ARCH ARCHITECT HORIZ NORIZONTAL RET RETURN A-0.1 BUILDING REGULATIONS, WHICH THE CONTRACTOR SHALL OBTAIN WHICH COULD HAVE BEEN REASONABLY FORESEEN HAD SUCH WHICH TO RECORD ALL CHANGES DURING CONSTRUCTION. ACCESS AUTO AUTOMATIC HR HOUR REV REVISE or REVISIONELEVATION SHEET NUMBER �f/ PRIOR TO SUBMISSION OF BID. EXAMINATION BEEN MADE. THE GENERAL CONTRACTOR SHALL TO THESE SHALL BE PROVIDED FOR THE USE OF ALL TRADES, AVG AVERAGE HT HEIGHT RH RIGHT HAND 4 A-0.1 2 DESIGNATION VERIFY ALL CONDITIONS AND DIMENSIONS ON THE JOB SITE AND CLIENT REPRESENTATIVES AND THE ARCHITECT, DURING ALL HTG HEATING RHR RIGHT HAND REVERSE 3. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SUB- REPORT ANY AND ALL DISCREPANCIES AND/OR UNUSUAL PHASES OF CONSTRUCTION. B HTR HEATER RM ROOM _ CONTRACTORS' RECEIPT OF COMPLETE SETS OF THESE DOCUMENTS, CONDITIONS TO THE ARCHITECT PRIOR TO FINALIZING BIDS OR 42. DURING THE COURSE OF CONSTRUCTION, ACTUAL LOCATIONS B/S BUILDING STANDARD HVAC HEATING VENTILATION & RO ROUGH OPENING 3 SHEET NUMBER DETAIL SECTION TAG AS WELL AS ALL FUTURE ADDENDA, BULLETINS, FIELD DIRECTIVES COMMENCEMENT OF ANY CONSTRUCTION. SHALL BE INDICATED TO SCALE IN RED INK ON THE OWNERS BETW BETWEEN AIR COND. ROW RIGHT OF WAY •-•- SECTION AND CHANGE ORDERS. RECORD DRAWINGS FOR ALL RUNS OF MECHANICAL AND BEV BEVELED HW HOT WATER RPM 1 DESIGNATION 16. THE GENERAL CONTRACTOR SHALL MAKE KNOWN ANY AND ALL BLDG BUILDING HWY HIGHWAY RSF RENTABLE SQUARE FEET 4. THE CONTRACTOR SHALL COORDINATE WITH BUILDING LIMITATIONS, EXCLUSIONS, OR MODIFICATIONS TO THE PROJECT ELECTRICAL WORK INCLUDING CONCEALED WORK WHICH DEVIATES Q COLUMN SYMBOL & GRID LINES DATUM POINT MANAGEMENT THE STORAGE OF MATERIALS AND SHALL PROVIDE DURING THE BID SELECTION PERIOD. ANY AND ALL LIMITATIONS, FROM THE DRAWINGS. UPON COMPLETION OF THE PROJECT, BLK BLOCK RT RUBBER TILE A-O.i PROTECTION AS NECESSARY TO PREVENT VANDALISM AND LOSS OF EXCLUSIONS, OR MODIFICATIONS NOT ITEMIZED IN THE BID INCLUDING ALL PUNCHLIST ITEMS, THIS INFORMATION SHALL BE BLKG BLOCKING I RTU ROOF TOP UNIT MATERIALS BY THEFT OR DAMAGE SUSTAINED DUE TO EXPOSURE PROPOSAL DOCUMENTS ARE PRESUMED "INCLUDED", IN WHICH NEATLY TRANSFERRED BY THE CONTRACTOR TO A SET OF &SMT BASEMENT IN INCHES RWC RAINWATER CONDUCTOR SHEET NUMBER TO INAPPROPRIATE ENVIRONMENTAL CONDITIONS AND WILL CASE NO ADDITIONAL MONIES WILL BE ALLOCATED FOR THIS DRAWINGS, WHICH SHALL BE MARKED "AS BUILT SET' AND COPIES BTM BOTTOM INCAND INCANDESCENT X REPAIR AND REPLACE DAMAGE OR LOSSES AT THE CONTRACTOR'S WORK. SHALL BE PROVIDED TO BOTH THE OWNER AND THE ARCHITECT, BTU BRITISH THERMAL UNIT INCL INCLUDE(ING) or S EXPENSE WITHOUT CHARGE TO THE OWNER, WITHIN THREE (3) WEEKS (15 BUSINESS DAYS) OF THE RECEIPT OF INCLUSIVE S SOUTH EXTERIOR ELEVATION TAG 17. EXISTING CONSTRUCTION AND DIMENSIONS SHOWN ARE PER THE "AS BUILT SET." APPROVAL FOR FINAL PAYMENT TO THE C INFO INFORMATION SAN SANITARY 5. WHERE ADJACENT AREAS BEYOND THE IMMEDIATE CONSTRUCTION EXISTING DRAWINGS. ALL EXISTING INFORMATION MUST BE CER CERAMIC INSUL INSULATION SB STONE BASE �X) SECTION CONTRACTOR SHALL BE GRANTED, OR REASONABLE CAUSE SHOWN AREA WILL BE OCCUPIED DURING THE CONSTRUCTION PERIOD, THE VERIFIED IN THE FIELD. NEITHER THE OWNER NOR THE ARCHITECT CF CUBIC FEET INT INTERIOR SC SOLID CORE DESIGNATION J CONTRACTOR SHALL: WHY SUCH APPROVAL HAS BEEN DENIED. 1 IS RESPONSIBLE FOR ACCURACY OF EXISTING INFORMATION. 000NTROL JOINT SCHED SCHEDULE EXISTING CONSTRUCTION CONDITIONS IN AREAS WHERE NEW 43. PRIOR TO THE COMPLETION OF THE WORK, THE CONTRACTOR CL CENTERLINE J SCHEM SCHEMATIC a. CONFORM TO OWNERS AND TENANT REQUIREMENTS FOR HOURS OF CONSTRUCTION OPERATIONS, ACCESS TO WORK IS NOT PLANNED MAY BE NOT COMPLETELY SHOWN. SHALL ASSEMBLE AND FURNISH THE CLIENT A COMPLETE SET OF CLG CEILING ]AN CLOS JANITOR'S CLOSET SE SOUTHEAST MANUFACTURERS'CATALOG, OPERATING INSTRUCTIONS, START-UP CLOS CLOSET JB JUNCTION BOX SECT SECTION SHEET NUMBER ] TENANT SPACES AND ALLOWABLE NOISE LEVEL DURING 18, WITHIN ONE (1) WEEK (FIVE BUSINESS DAYS), OF THE AWARD OF CHECK LISTS, MAINTENANCE INSTRUCTIONS AND SIMILAR DATA, AS CLR CLEAR JST JOIST SF SQUARE FOOTAGE VERTICAL ELEVATION SPOT ELEVATION ci TENANT BUSINESS HOURS THIS CONTRACT, PRIOR TO MOBILIZATION FOR ANY WORK, THE WELL AS ALL GUARANTEE(S) FOR ALL EQUIPMENT AND OPERABLE CMU CONCRETE MASONRY UNIT JT JOINT SHWR SHOWER - b. ENSURE THAT CONSTRUCTION OPERATIONS DO NOT BLOCK CONTRACTOR SHALL FURNISH A CONSTRUCTION SCHEDULE COL COLUMN SIM SIMILIAR LEVEL NAME i DEVICES FURNISHED OR INSTALLED BY THE CONTRACTOR UNDER PARTIAL PLAN &DETAIL TAG ' HALLWAYS, ACCESSIBLE ROUTES OR MEANS OF EGRESS FOR SHOWING CHRONOLOGICALLY THE PHASES OF THE WORK, AND ALL LEVEL NAM THIS CONTRACT, AND SHALL ORIENT AND INSTRUCT THE CONC CONCRETE K SPEC SPECIFICATIONS) TENANTS OF BUILDING. RELATED WORK FOR COMPLETION OF THE PROJECT. THIS SCHEDULE PERSONNEL DESIGNATED BY THE CLIENT IN THE OPERATION OF ALL CONSTR CONSTRUCTION KD KNOCK DOWN SPKR SPEAKER ELEVATION HT ELEVATION HT PLAN OR DETAIL c. ENSURE THAT CONSTRUCTION OPERATIONS DO NOT CAUSE SHALL INDICATE ALL ORDERING LEAD TIMES, LENGTH OF TIME FOR SUCH EQUIPMENT. CONT CONTINUOUS KIT KITCHEN SQ SQUARE 1 DESIGNATION EACH PHASE, ITS START AND COMPLETION, WITH A PROJECTED SIM INTERRUPTIONS OF ELECTRICAL SERVICES TO THE TENANTS 44. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER IN THE CONTR CONTRACTOR SQ FT SQUARE FOOT i COMPLETION DATE. A-0.1 G SIMILAR DETAIL OF THE BUILDING WITHOUT PRIOR NOTIFICATION AND EVENT THAT MOLD OR ASBESTOS IS UNCOVERED. THE OWNER CORR CORRIDOR L SSTL STAINLESS STEEL MATCH LINE BREAK LINE APPROVALS. THE CONTRACTOR SHALL PROPERLY PROTECT 19. THE GENERAL CONTRACTOR AND SUB -CONTRACTORS SHALL ATTEND SHALL RETAIN A QUALIFIED CONSULTANT WHO SHALL ARRANGE CPT CARPET L LOW ST STREET _ �. FOR THE PROMPT IDENTIFICATION, TESTING, TREATMENT, 02/ A2-1 SHEET" NUMBER " ALL FLOORS, MAIL CHUTES AND STAIR DOORS IN PUBLIC JOB MEETINGS REQUIRED BY THIS CONTRACT. CT CERAMIC TILE LAM LAMINATE(D) STD STANDARD W g AREAS SUBJECT TO CONSTRUCTION TRAFFIC. SHOE WIPING 20. ALL REQUIRED PERMITS MUST BE OBTAINED FROM THE FIRE REMEDIATION AND STORAGE OF THE MOLD OR ASBESTOS AS CTR CENTER LAV LAVATORY STL STEEL SHEET NUMBER 'y MATS WILL BE INSTALLED AT ALL OPENINGS BETWEEN DEPARTMENT PRIOR TO START OF CONSTRUCTION. REQUIRED BY LAW AND GOOD CONSTRUCTION PRACTICES. THE CU FT CUBIC FEET LF LINEAR FEET STOR STORAGE DRAWING TITLE CONSTRUCTION AREAS AND ALL PUBLIC SPACES. ALL ACTIVE LH LEFT HAND 21. ALL COSTS FOR INSPECTIONS AND/OR TESTS SHALL BE THE ARCHITECT SHALL BEAR NO RESPONSIBILITY FOR WORK RELATED LHR LEFT HAND REVERSE STRUCT STRUCTURE or DETAIL NUMBER AREAS SHALL BE KEPT CLEAN AND FREE FROM DEBRIS. TO THESE MATERIALS. D STRUCTURAL RESPONSIBILITY OF THE CONTRACTOR, UNO. D DEPTH LL LIVE LOAD SUSP SUSPENDED 1 PLAN i d. ERECT AND MAINTAIN TEMPORARY BRACING, LIGHTS, 22• THE CONTRACTOR SHALL PAY THE EXPENSES FOR ALL 45. THE CONTRACTOR IS ADVISED THAT THE PREMISE HAS NOT BEEN DEL DOUBLE LONG LONGITUDINAL SW SOUTHWEST TESTED FOR LEAD PAINT OR OTHER POTENTIALLY HAZARDOUS CENTERLINE LEADERS DUST -PROOF PARTITIONS, BARRICADES, FENCES AND DEG DEGREES LVL LEVEL SYMB SYMBOL A-0.1 SCa ". TITLE T TRANSPORTATION, HOISTING AND ELEVATOR USE CHARGES L ALL MATERIALS. THE CONTRACTOR SHALL USE ALL APPROPRIATE LVT LUXURY VINYL TILE WARNING SIGNS AS NECESSARY TO PREVENT INJURY, NOISE, DEMO DEMOLITION or DEMOLISH SYS SYSTEM j MATERIALS OR EQUIPMENT TO THE POINT OF USE, AND SHALL BE PRECAUTIONS IN THE CARRYING OUT OF ALL CONSTRUCTION L-�- - - - �� NOTES & KEYNOTE LEADER DETAIL NUMBER consultants DUST AND INCONVENIENCE TO OTHER TENANTS, THE PUBLIC, RESPONSIBLE FOR ALL UNLOADING, CHECKING AND STORAGE OF DEPT DEPARTMENT ? AND TO PREVENT DAMAGE TO ADJACENT CONSTRUCTION OPERATIONS WHICH MIGHT DISTURB SUCH MATERIALS. OF DRINKING FOUNTAIN M T SCALE •� THE SAME IN CONNECTION WITH THIS CONTRACT. AREA & EQUIPMENT" WHICH IS TO BE LEFT IN PLACE. Description: No: By: Date: i 23. DO NOT SCALE THESE DRAWINGS; WRITTEN DIMENSIONS SHALL 46. ALL CONTRACTORS SHALL CARRY PROPERTY DAMAGE AND PUBLIC DIAG DIAGONAL M HAL METAL HALIDE T TREAD(S) or TILE TAG LEADER SHEET NUMBER ? e. FOLLOW THE RECOMMENDED CONTROL MEASURES OF THE LIABILITY INSURANCE AS REQUIRED BY ANY GOVERNING AGENCIES DIAM DIAMETER MAINT MAINTENANCE T&B TOP & BOTTOM SHEET METAL AND AIR CONDITIONING NATIONAL GOVERN. SHOULD ANY DIMENSIONAL DISCREPANCIES 8E HAVING JURISDICTION AND COMPLYING WITH STATUTORY DISP DISPENSER MAS MASONRY T&G TONGUE & GROOVE PERMIT SET REVIEW CF 07/03/19 I ENCOUNTERED, CLARIFICATIONS SHALL BE OBTAINED FROM THE ON DOWN MAIL MATERIAL T'STAT THERMOSTAT CONTRACTORS ASSOCIATION (SMACNA) IAQ GUIDELINES FOR REQUIREMENTS FOR DISABILITY AND WORKMEN'S COMPENSATION. ROOM NAME & NUMBER TAG PARTITION TAG WALL TYPE LEGEND OFFICE OF THE ARCHITECT. � OCCUPIED BUILDINGS UNDER CONSTRUCTION, 2ND EDITION DR DOOR(S) MAX MAXIMUM TB TILE BASE 2007, ANSI/SMACNA 008-2008 (CHAPTER 3). PROTECT STORED 24. LARGE SCALE DETAILS SHALL GOVERN OVER SMALLER SCALE PLANS DTL DETAIL MECH MECHANICAL TDB TO BE DETERMINED ROOM ROOM NOT IN CONTRACT (NIC) ON -SITE AND INSTALLED ABSORPTIVE MATERIALS FROM AND ELEVATIONS. DWG DRAWING MED MEDIUM TEL TELEPHONE 167- MOISTURE DAMAGE. DWR DRAWER MEZZ MEZZANINE TEMP TEMPORARY or S01 102 25. INSTALL ALL EQUIPMENT AND MATERIALS PER MANUFACTURERS' = EXISTING CONSTRUCTION TO REMAIN j .. f. IF PERMANENTLY INSTALLED AIR HANDLERS ARE USED RECOMMENDATIONS. ANY DIFFICULTIES ARE TO BE REPORTED TO E MFR MANUFACTURERTEMPERATURE MIN MINUMUM TERR TERRAZZO DURING CONSTRUCTION, FILTRATION MEDIA WITH A THE ARCHITECT IMMEDIATELY. FURNITURE TAG NEW FULL HEIGHT PARTITION MISC MISCELLANEOUS- TG TEMPERED GLAZING MINIMUM EFFICIENCY REPORTING VALUE (MERV) OF 8 MUST E EAST lA n 26. THE CONTRACTOR AND EACH SUB -CONTRACTOR SHALL WARRANTY EA EACH MO MASONRY OPENING THK THICK li = _ EXISTING CONSTRUCTION TO BE REMOVED i BE USED AT EACH RETURN AIR GRILLE. ALL WORK PERFORMED BY THEM DIRECTLY FOR A MINIMUM PERIOD EF EXHAUST FAN MTG MOUNTING THRES THRESHOLD 6. CUTTING, CHASING, DRILLING OR DEMOLITION OF WALLS, SLABS, OF ONE (1) YEAR, OR AS SPECIFIED IN THE CONSTRUCTION El EXPANSION JOIN MTL METAL THRU THROUGH i �--� EXISTING GLAZING TO REMAIN ETC. REQUIRING THE USE OF JACKHAMMERS OR OTHER HEAVY CONTRACT. ALL DEFECTS OCCURING IN THE GUARANTEED PERIOD ELEC ELECTRIC(CAL) TOC TOP OF CONCRETE/CURB EQUIPMENT TAG WINDOW TYPE TAG j HAND OR POWER TOOLS SHALL BE PERFORMED AFTER REGULAR SHALL BE CORRECTED AT NO ADDITIONAL COST. ELEV ELEVATION or ELEVATOR N TOS TOP OF STEEL - -EXISTING GLAZING TO BE REMOVED BUSINESS HOURS ON AN OVERTIME BASIS IF NECESSARY, UNLESS 27. THE CLIENT, ARCHITECT, CONSULTANTS AND ALL INSPECTORS FROM EMERG EMERGENCY N NORTH TOW TOP OF WALL THE BUILDING MANAGEMENT AND ANY AFFECTED TENANTS PERTINENT AGENCIES SHALL BE PERMITTED ACCESS TO THE JOB ENCL ENCLOSURE N/A NOT APPLICABLE/ NOT TRANSF TRANSFORMER XX99 lO EXISTING CASEWORK/FURNITURE TO REMAIN PROVIDE A WRITTEN WAIVER EXPRESSLY PERMITTING OTHERWISE. SITE AT ALL TIMES DURING NORMAL WORKING HOURS. ENGR ENGINEER AVAILABLE TYP TYPICAL ENTR ENTRANCE NE NORTHEAST 7. THE GENERAL CONTRACTOR SHALL ASSUME SOLE AND COMPLETE 3 RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE 28. MINOR DETAILS NOT SHOWN OR SPECIFIED, BUT NECESSARY FOR EQ EQUAL NEC NATIONAL ELECTRIC CODE U KEY NOTE DRAWING REVISIONS EXISTING CASEWORK/FURNITURE TO BE REMOVED C OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PROPER CONSTRUCTION OF ANY PART OF THE WORK, SHALL BE EQUIP EQUIPMENT NEC NEGATIVE UC UNDERCUT PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY NIC NOT IN CONTRACT UL NDER'S i REVISION NUMBER INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS, UNLESS EW EACH WAY UNDERWRITERS j OTHERWISE AGREED UPON. WHERE THE CONTRACT, EWC ELECTRIC WATER COOLER NO NUMBER LABORATORY ! a CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING CONSTRUCTION NOTES OR DRAWINGS CALL FOR ANY WORK OF A EXH EXHAUST NOM NOMINAL UNO UNLESS NOTED REVISION DELTA HOURS. THE CONTRACTOR SHALL PROVIDE PUBLIC PROTECTION, AS MORE STRINGENT NATURE THAN THAT REQUIRED BY THE BUILDING EXIST EXISTING NRC NOISE REDUCTION OTHERWISE revisions NECESSARY AND REQUIRED BY GOVERNING AGENCIES HAVING CODE, OR ANY OTHER ENTITY HAVING JURISDICTION OVER THE COEFFICIENT ALIGNMENT JURISDICTION, UNTIL CLIENT ACCEPTANCE OF THE PREMISES. EXP EXPANSION NIS NOT TO SCALE UPS UNINTERRUPTABLE POWER y WORK, THE WORK OF THE MORE STRINGENT NATURE CALLED OUT EXT EXTERNAL or EXTERIOR NW NORTHWEST SUPPLY FIRE EXTINGUISHER •I 8. THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR THE SHALL BE FURNISHED IN ALL CASES. UR URINAL NEW CONSTRUCTION TO ALIGN OR JCR PROVISION AND MAINTENANCE OF ALL BRACING, SHORING, 29• DETAILS ARE INTENDED TO SHOW THE INTENT OF THE DESIGN. F USF USABLE SQUARE FOOTAGE FLUSH WITH EXISTING CONSTRUCTION FEC ENCLOSURES, BARRIERS OR SCAFFOLDING REQUIRED TO PROVIDE A MINOR MODIFICATIONS MAY BE REQUIRED TO SUITE FIELD FC FOOT CANDLES O UTTL UTILITY SURFACE MOUNTED CABINET DEVELOPMENT SAFE WORKING ENVIRONMENT AS DICTATED BY SITE CONDITIONS FCO FLOOR CLEAN OUT OC ON CENTER AND THE PROGRESS OF WORK. CONDITIONS. REQUIRED MODIFICATIONS SPART OF THE WORK. HALL BE INCLUDED AS FD FLOOR DRAIN OCC OCCUPANCY or OCCUPANT OFF OFFICE V 9. DURING THE ENTIRE CONSTRUCTION PERIOD, ALL EXITS, EXIT FE FIRE EXTINGUISHER V VOLT or VENT OBJECT STATE FEC 2835 82ND AVE. SE LIGHTING, FIRE PROTECTION DEVICES AND ALARMS SHALL BE 30. ALL WORK SHALL BE EXECUTED IN A WORKMANLIKE MANNER BY FEC FIRE EXTINGUISHER OH OVERHEAD VAP RET VAPOR RETARDER �- RECESSED CABINET CONTINUOUSLY MAINTAINED IN CONFORMANCE WITH LOCAL MECHANICS AND TRADES PERSONS SKILLED IN THEIR RESPECTIVE CABINET" OPG OPENING VAR VARIES (E) EXISTING TO REMAIN SUITE S-1 OPP OPPOSITE I I TRADES AND IN ACCORDANCE WITH THE BEST TRADE PRACTICES. FF FINISH FLOOR VB VINYL BASE L r • MERCER ISLAND WA BUILDING CODE AND OTHER GOVERNING ENTITY REQUIREMENTS. - FHC FIRE HOSE CABINET OZ OUNCE(S) (N) NEW FEY i ALL EXISTING, SERVICES AND DEVICES SHALL REMAIN ACTIVE, UNO, 31. THE CONTRACTOR SHALL CONFIRM THE AVAILABILITY AND � VCT VINYL COMPOSITION TILE 98040 FIG FIGURE VENT VENTILITATION (R) RELOCATED WALL MOUNTED W/O CABINET " DELIVERY TIMES FOR ALL SPECIFIED MATERIALS AND EQUIPMENT client 10. THE CONTRACTOR SHALL PROTECT THE PROPERTY OF THE CLIENT RE UIRED TO PERFORM THE WORK UPON RECEIPT OF THE FIN FINISH P VERT VERTICAL Q # lb POUND (� EXISTING TO BE REMOVED ' AND THE BUILDING OWNER. INCLUDING, BUT NOT LIMITED T0, CONTRACT DOCUMENTS. SHOULD THE AVAILABILITY OF SPECIFIED FIXT FIXTURE VEST VESTIBULE ITEMS POSE A DELAY TO THE ON-LINE COMPLETION OF THE i WINDOWS, FLOOR AND CEILING FINISHES, PUBLIC TOILETS, FLEX FLEXIBLE PART PARTIAL % o" PERCENT VIF VERIFY IN FIELD PLUMBING FIXTURES TABOR 100 � ELEVATORS, DOORS AND FRAMES, ELECTRICAL AND AIR- PROJECT, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT FLOUR FLOURESCENT VOL VOLUME PASS PASSAGE VTR VENT THROUGH ROOF DOORS CONDITIONING EQUIPMENT. THE CONTRACTOR SHALL PROTECT IMMEDIATELY AND PROPOSE AN EQUIVALENT SUBSTITUTION TO BE FUR FLOOR � �Q TOILET- MOP- TENANT IMPROVEMENT ADJOINING PROPERTY. DAMAGE CAUSED BY THE CONTRACTOR'S REVIEWED BY THE ARCHITECT IF SUCH A DELAY IS NOT FOC FACE OF CONCRETE PED PEDESTAL PERF PERFORATED VWC VINYL WALL COVERING ® UTILITY SINK 7100 FART DENT WAY SUITE 100 WORK OR WORKMEN MUST BE MADE GOOD, IN A TIMELY FASHION. ACCEPTABLE. FONT FACE OF MASONRY r PATCHING AND REPLACEMENT OF DAMAGED WORK SHALL BE FOS FACE OF STUD PERP PERPENDICULAR - W URINAL TUKWILA WA 98168 PERFORMED AT THE COST OF THE CONTRACTOR. THE CONTRACTOR 32. SUBSTITUTION OF ALL EQUALS SHALL BE ONLY AS APPROVED BY FP FIRE PROTECTIONS PL PLATE or PROPERTY LINE EXISTING DOOR TO REMAIN W WEST or WATT , SHALL BE FULLY RESPONSIBLE FOR ALL SUB -CONTRACTORS. IF THE THE ARCHITECT. WHERE THE TERM "OR EQUAL" IS USED THE FPL FABRIC PANEL PLANT PLASTIC LAMINATE W/ WITH SINK -� SHOWER project name &address . ' CONTRACTOR FAILS TO COMPLETE THE REPAIRS IN A TIMELY ARCHITECT SHALL BE THE SOLE JUDGE OF EQUALITY BASED UPON FRTWD FIRE RETARDENT TREATED PLAS PLASTIC W/O WITHOUT ® COUNTER i THE INFORMATION FURNISHED BY THE CONTRACTOR. WOOD PLYWD PLYWOOD WB WOOD BASE MOUNTED FASHION, SAID REPAIRS WILL BE MADE BY A CONTRACTOR SUBSTITUTIONS MUST BE ACCEPTED IN WRITING BEFORE THEY MAY FT FOOT or FEET POS POSITIVE WC WATER CLOSET (TOILET} GENERAL NOTES, g SELECTED BY THE OWNER'S REPRESENTATIVE AND BACK CHARGED BE USED. PURR FURRING PR PAIR 00 BI-LEVEL ACCORDINGLY. FWC FABRIC WALLCOVERING PREFAB PREFABRICATED WD W000 (SOFTWOOD) NEW RELOCATED MODIFIED DOOR SINK - WATER COOLER ABBREVIATIONS & SYMBOLS i 11. THE CONTRACTOR SHALL INDEMNIFY AND SAVE HARMLESS THE 33. THE CONTRACTOR SHALL PREPARE SUBMITTALS FOR REVIEW BY WF WIDE FLANGE STEEL PROJ PROJECT or PROJECTED W� sheet title O THE ARCHITECT, FOR ALL MATERIALS AND EQUIPMENT WH WATER HEATER MOUNTED LANDLORD, THE TENANT, AND ARCHITECT AGAINST ANY AND ALL G PROP PROPERTY or PROPOSAL SPECIFIED. IF THE CONTRACTOR, THE OWNER, OR THE OWNER'S PSF POUNDS PER SQUARE FOOT Wp WATERPROOF - L CLAIMS AND DEMANDS FOR THE DAMAGE TO THE PROPERTY OF GALV GALVANIZEp Q `. - REPRESENTATIVE SUBSTITUTES A MATERIAL, METHOD OF WPT WORKING POINT TOILET ANY PERSON, FIRM OR INDIVIDUAL, OR FOR PERSONAL INJURIES GC GENERAL CONTRACTOR PSI POUNDS PER SQUARE INCH \ I ATTACHMENT, REVISES A CONSTRUCTION DETAIL, OR IN ANY WAY WT WEIGHT II I EXIS'QNG TO BE REMOVED PARTITION (INCLUDING DEATH) ARISING OUT OF, OR SUFFERED WHILE GEN GENERAL Or GENERATOR PT PAINT P ENGAGED IN, OR CAUSED, IN WHOLE OR IN PART, BY THE ALTERS THE WORK SUCH THAT IT E LONGER CONFORMS E THESE GAT GROUND FAULT PTN PARTITION W WF WELDED WIRE FABRIC 10194 ' DOCUMENTS, WITHOUT THE WRITTEN ACCEPTANCE OF THE RE TERED L EXECUTION OF THE WORK; THE CONTRACTOR SHALL WELL AND ARCHITECT, SUCH ACTION WILL RELIEVE THE ARCHITECT OF ANY INTERRUPTER A HITEC7 TRULY DEFEND THE LANDLORD, TENANT AND ARCHITECT AND RESPONSIBILITY OR LIABILITY INCLUDING, BUT NOT LIMITED TO, SHALL PAY ALL MONIES AWARDED FOR SUCH DAMAGES OR AESTHETIC CONSEQUENCES SUBSEQUENT FAILURE(S) AND i INJURIES (INCLUDING DEATH), ALL COSTS INCLUDING ATTORNEYS s FEES SUSTAINED, AND SHALL OBTAIN A FULL ACQUAINTANCE AND RELEASE IN FAVOR OF THE LANDLORD, TENANT AND ARCHITECT, UNLESS SUCH LIABILITY RESULTS SOLELY FROM THE NEGLIGENCE OF THE LANDLORD, TENANT, ARCHITECT, ITS AGENTS OR EMPLOYEES. i 12. THE ARCHITECT SHALL NOT BE HELD RESPONSIBLE FOR THE PERFORMANCE OF ANY WORK, NOR FOR THE MEANS AND METHODS OF CONSTRUCTION CHOSEN BY THE CONTRACTOR OR ANY SUB- CONTRACTORS, NOR SHALL THE ARCHITECT GUARANTEE THE PERSONAL OR PROPERTY DAMAGE ATTRIBUTABLE TO THIS CHANGE 34. REVIEW OF A SPECIFIC ITEM SHALL NOT INCLUDE REVIEW OF AN ASSEMBLY OF WHICH THE ITEM IS A COMPONENT. 35. SUBMITTALS THAT CONTAIN EXCESSIVE ERRORS OR ARE INCOMPLETE OR INADEQUATE MAY BE RETURNED WITHOUT ACTION. COSTS INCURRED FOR THE RESULTANT DELAYS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. 36. REVIEW OF SUBMITTALS SHALL NOT RELIEVE THE CONTRACTOR OF OBLIGATIONS OR RESPONSIBILITIES FOR DEVIATIONS FROM THE REQUIREMENTS OF THESE CONTRACT DOCUMENTS, UNLESS THE AM EG STATE OF WAS RN TON seal PrOj. No: 19.0000974.000 Designer: BMT Drawn By: CF Reviewed By: NG Project Manager: BMT Approved By: AS i PERFORMANCE OF THEIR CONTRACTS. ARCHITECT IS NOTIFIED AND SPECIFICALLY APPROVES OF, THE 13. THE CONTRACTOR SHALL PERFORM DAILY CLEANING OF THE JOB DEVIATIONS ATTHETIME OF SUBMISSION. RECEIVED /� nn ' SITE DURING THE CONSTRUCTION PERIOD AND SHALL PROTECT 37. REVIEW OF SUBMITTALS SHALL NOT RELIEVE THE CONTRACTOR'S CITY OF TU K W ILA (, A i FINISHED WORK FROM DAMAGE. IMMEDIATELY PRIOR TO TENANT OBLIGATION FOR COORDINATION NOR WAIVE RESPONSIBILITY , OCCUPANCY, THE CONTRACTOR SHALL PERFORM FINAL CLEANING FOR ERRORS AND OMISSIONS IN THE SUBMITTALS, INCLUDING REVISION N0, OCT 9 2a�s OF THE WORK AREA INCLUDING, BUT NOT LIMITED TO, WET WIPING "FIELD MEASURE." ALL DIMENSIONS AND CONDITIONS MUST BE CHECKED AND VERIFIED ON SITE BY THE CONTRACTOR AND OF FURNITURE, AND CASEWORK, WASHING AND WAXING OF VCT PERMIT C g CENTER THE WORK. THE SUB.CONTRACr0RS PRIOR TO PERFORMIN FLOORING AND THE VACUMING OF CARPET. ALL CLEANING SHALL BE PROJECT MANAGER SHALL BE NOTIFIED N WRITING OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. © NELSON WORLDWIDE, LLC 2019 ALL RIGHTS RESERVED DEMOLITION PLAN LEGEND DEMOLITION GENERAL NOTES 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REMOVAL OF ii. REMOVE EXISTING FINISH MATERIALS (INCLUDING WALLCOVERING, 14ELSOK CONSTRUCTION TO REMAIN EXISTING CONSTRUCTION AND THE STORAGE AND REMOVAL OF SAID FLOOR FINISHES, WALL BASE, ETC) THROUGHOUT, U.N.O. PREPARE Nelco Architecture, Inc. __. . CONSTRUCTION, AND SHALL MAINTAIN THE AREA OF CONSTRUCTION IN SURFACES FOR NEW FINISHES. A CLEAN AND ORDERLY CONDITION WITH DAILY REMOVAL OF DEBRIS. COORDINATE REMOVALS OF OTHER TRADES; REFER TO ENGINEERING 12. REMOVE AND DISCARD ALL FLOOR FINISHES, FLASH PATCH,MASTIC AND PARTITION TO BE REMOVED DRAWINGS FOR ADDITIONAL SCOPE. ADHESIVE DOWN TO THE FLOOR STRUCTURE U.N.O. 2. COORDINATE SCOPE OF DEMOLITION/REMOVAL WITH THE SCOPE OF 13. REMOVE ALL EXISTING MATERIALS WHICH CAUSE RISES OR EEXISTING CASEWORK TO BE REMOVED NEW WORK. DEPRESSIONS IN FLOORING SURFACE, SUCH AS FASTENERS, OUTLET - - - CORES, COVER PLATES, RESILIENT FLOOR COVERINGS, CARPET PAD, 1200 Fifth Ave., Suite 1300 3. THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING AND REPAIRING FLASH PATCH, ADHESIVES, CONCRETE FILL, PLYWOOD, ETC. Seattle, WA 98101 REQUIRED TO PERFORM THE WORK INDICATED ON THE DRAWINGS. ALL (206) 408-8500 FLOORING TO BE REMOVED CUTTING AND REMOVALS SHALL BE DONE NEATLY. 14. EXISTING CEILING GRID TO REMAIN, U.N.O. MODIFY TO ACCOMMODATE www.nelsonwoddwide.com NEW PARTITIONS. 4. ALL EXISTING SURFACES AND EQUIPMENT TO REMAIN SHALL BE FULLY 1 PROTECTED FROM DAMAGE. THE CONTRACTOR SHALL ASSUME FULL 15. SALVAGE FIRE ALARM DEVICES, EXIT SIGNS, LIGHTING AND HVAC RESPONSIBILITY FOR DAMAGE AND SHALL MAKE REPAIRS REQUIRED AT DEVICES THAT ARE SCHEDULED FOR REMOVAL FOR REUSE, U.N.O. NO ADDITIONAL COST TO THE OWNER, 13 ® Q Q 16. REMOVE ALL EXISTING LIGHT FIXTURE AND LENSES WHERE NOTED „„ .,__�; 1 5. NO DEBRIS SHALL BE ALLOWED TO ACCUMULATE ON THE SITE. DEBRIS AND STORE FOR FUTURE USE. ALL RELOCATED FIXTURE TO BE IN FULL SHALL BE REMOVED BY THE CONTRACTOR AS THE JOB PROCEEDS. THE OPERATING ORDER. SITE SHALL BE LEFT BROOM CLEAN AT THE COMPLETION OF REMOVALS. D OLiTN PLAN KEYNOTES 00 17. REMOVE ALL CABINETRY, SIGNAGE, CORNER GUARDS, SHELVING, wi- 6. ERECT AND MAINTAIN DUSTPROOF BARRIERS TO PREVENT THE SPREAD EQUIPMENT, EXPOSED BLOCKING, WALL MOUNTED ACCESSORIES 1 001 REMOV EXISTING FLOORING IN T IA AN PREP TO OF DUST, FUMES, SMOKE, ETC. TO OTHER PARTS OF THE FLOOR OR (CHALKBOARDS, WALL MOUNTED COAT HOOKS, SIGNAGE, PICTURES, ' MATCH EXI5TING KITCHEN FLOORING. BUILDING. UPON COMPLETION OF WORK, REMOVE BARRIERS AND ETC.) U.N.O. -'- - - - REPAIR DAMAGED SURFACES TO MATCH ADJACENT. PROTECT HVAC SYSTEM FROM DUST & DEBRIS. CONTRACTOR TO PROVIDE FILTER 18. PROTECT EXISTING WINDOW TREATMENTS. CONTRACTOR TO REPLACE ^./��'" 1 • - MEDIA TO COVER THE MAIN RETURN AIR GRILLES. PROVIDE NEW AIR ANY BLINDS/DRAPES DAMAGED DURING DEMOLITION/CONSTRUCTION. FILTERS AT MECHANICAL UNITS AT THE COMPLETION OF CONSTRUCTION. 19. NO STRUCTURAL ELEMENTS SHALL BE REMOVED. 7. COMPLY WITH APPLICABLE LOCAL, STATE AND FEDERAL CODES AND 20. X-RAY P.T. SLABS BEFORE CORE DRILLING OR CUTTING. REGULATIONS PERTAINING TO SAFETY OF I PERSONS, ROPERTY AND OX ENVIRONMENTAL PROTECTION. ANNOYANCESAND DISTURBANCES TO 21. IN AREA OF WORK REMOVE ALL ABANDONED TELEPHONE AND DATA OTHER OCCUPANTS, PERSONNEL AND EMPLOYEE SHALL KEPTCABLING. I THE MINIMUM NECESSARY FOR THE PERFORMANCE OF THEE WORK.. 22, CONTRACTOR TO PROVIDE TEMPORARY PARTTTIONS TO ,... 0 - 8. CONTRACTOR TO COORDINATE SHUTDOWN OF BUILDING SYSTEMS COMPLY WLTH EGRESS REQUIREMENTS DURING CONSTRUCIION. ' WITH THE BUILDING MANAGEMENT PRIOR TO IMPLEMENTATION. TEMPORARY PARTITIONS TO BE FIRE RATED WHERE REQUIRED. 9. IN AREA OF WORK REMOVE ALL ABANDONED PLUMBING LINES BACK TO �"°` '� THE RISERS, RND CAR , +w °> 10. IN AREA OF WORK REMOVE ALL ABANDONED WIRING BACK TO - ELECTRICAL PANELS. COORDINATE REUSE OF FREED CIRCUITS. PROVIDE TEMPORARY LIGHT AND POWER DURING CONSTRUCTION. CONTRACTOR SHALL PROVIDE ELECTRICAL MAKE -SAFE DURING REMOVALS AND CONSTRUCTION. mot: 1 DEMOLITION PLAN AI-1 SCALE: 1/8" = V-0" 0 4' 8' 16' SCALE: 1/8" = V-0" OPEN WORK 102 KITCHEN 103 1*1 1 10'-0" z Z 11'-6" CONSTRUCTION PLAN LEGEND £ OFFICE OFFICE OFFICE NEW PARTITION 109 F 107 F 106 o + X NEW DOOR. SEE A9-1 �-JSIM. OPEN WORK 1 105 -1 ALL iG NEW PARTITIONS TYPE TO BE 1C, U.N.O. SEE A 1 %,,; ✓/�j'/l;. NEW CASEWORK 1 CONSTRUCTION PLAN Al-i J SCALE: 1/8" = 1'-0" 0 4' 8' 16' SCALE: 1/8" = V-0" CONSTRUCTION GENERAL NOTES 1. CONFLICTS BETWEEN SITE CONDITIONS AND DRAWINGS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT. 2. ALL WORK SHALL BE ERECTED AND INSTALLED PLUMB, LEVEL, SQUARE AND TRUE AND IN PROPER ALIGNMENT, U.N.O. 3. ALL DIMENSIONS ARE TO FINISH CONSTRUCTION, U.N.O. DIMENSIONS NOTED "HOLD" MUST BE ACCURATELY MAINTAINED, AND SHALL NOT VARY MORE THAN f 1/8" WITHOUT WRITTEN INSTRUCTION FROM ARCHITECT. "ALIGN" MEANS TO ACCURATELY LOCATE FINISHED FACES IN THE SAME PLANE. DIMENSIONS NOTED "CLEAR" ARE MINIMUM DIMENSIONS WHICH MUST BE MAINTAINED WITHOUT EXCEPTION. DIMENSIONS MARKED t MEAN A VARIANCE NOT GREATER THAN 1 INCH, VERIFY DIMENSIONS EXCEEDING TOLERANCE WITH THE ARCHITECT. ALL DIMENSIONS TO THE EXTERIOR WINDOW WALL ARE TO THE FINISH FACE OF WALL BELOW SILL, U.N.O. 4. ALL EXISTING FLOORS, PARTITIONS, DEMISING WALLS, AND CORRIDOR WALLS TO REMAIN ARE TO BE PATCHED AND REPAIRED TO MATCH ADJACENT SURFACES. S. PATCH AT ALL NEW AND EXISTING PENETRATIONS AT FLOOR AND CEILING SLABS, WALLS AND SHAFTS, SEAL ABANDONDED PENETRATIONS AT FLOORS, WALLS AND SHAFTS TO MAINTAIN FIRE/SMOKE AND ACOUSTICAL RATINGS. PATCH FIREPROOFING AT ALL NEW AND EXISTING LOCATIONS WITH EXPOSED STRUCTURAL STEEL. 6. ALL GLASS SHALL BE CLEAR TEMPERED U.N.O. GLAZING TONG MARKS SHALL NOT BE VISIBLE. CLEAN & POLISH ALL GLASS PRIOR TO PROJECT DELIVERY. 7. WHERE PARTITIONS ARE ATTACHED TO CURTAIN WALL, CENTER PARTITIONS ON WINDOW MULLIONS, PERPENDICULAR TO PERIMETER WALL, U.N.O. CONSTRUCTION TO MATCH BUILDING STANDARD. 8. PARTITION DEPTH AT FIRE EXTINGUISHER CABINET LOCATIONS SHALL ACCOMMODATE FULL CONCEALMENT OF RECESSED CABINETS OR PARTIAL CONCEALMENT OF SEMI -RECESSED CABINETS AS SPECIFIED BY THE MANUFACTURER. 9. EXTEND GYPSUM WALLBOARD AND FRAMING AT EXISTING PARTITIONS AND COLUMNS, TO 6" (MINIMUM) ABOVE SUSPENDED CEILING WHEN NEW CEILING HEIGHTS ARE ABOVE THE EXISTING CEILING HEIGHT. 10. ALL PARTITIONS ABUTTING COLUMNS ARE TO ALIGN WITH THE FACE OF THE COLUMN, U.N.O. 11, WHERE NEW PARTITIONS ABUT EXISTING SURFACES, REMOVE EXISTING CORNER BEAD AND PROVIDE SMOOTH FINISH AT INTERSECTION. 12. ALL GYPSUM BOARD PARTITIONS SHALL BE TAPED AND SANDED SMOOTH WITH NO VISIBLE JOINTS. PROVIDE LEVEL 4 FINISH, U.N.O. - REFER TO MATERIAL SCHEDULE & FINISH PLAN FOR MATERIALS & LOCATIONS THAT REQUIRE A LEVEL 5 FINISH, U.N.O. 13. ALL EXPOSED GYPSUM BOARD EDGE TO HAVE VINYL OR METAL EDGE TRIM. 14. REFER TO THE PARTITION TYPES FOR PARTITION THICKNESS. 15. CONSTRUCTION OF FIRE -RATED PARTITIONS, INCLUDING TAPING AND FINISHING OF GYPSUM WALLBOARD FOR FULL HEIGHT TO STRUCTURE ABOVE, SHALL BE IN ACCORDANCE WITH UL SPECIFICATIONS TO ACHIEVE RATING INDICATED. 16. WHERE PARTITIONS EXTEND ONLY TO UNDERSIDE OF SUSPENDED CEILING, SECURE THE TOP TRACK TO THE EXPOSED CEILING GRID. PROVIDE A COMPRESSIBLE GASKET BETWEEN THE TOP TRACK AND THE CEILING GRID. PROVIDE TAPABLE METAL J-BEAD AT TOP OF GYPSUM WALLBOARD, WITH NO JOINTS VARYING MORE THAN 1/8" OVER V-0" AND NO JOINTS GREATER THAN 3/16", U.N.O. CAULK PERIMETER AT TOP OF GWB. 17, PROVIDE GROUNDS AND BLOCKING IN METAL STUD WALL FRAMING FOR SUPPORT OF CASEWORK, SHELF -STANDARDS, A/V DEVICES, FURNITURE, ETC. ALL CONCEALED LUMBER ANDAT BLOCKING TO BE FIRE TREED. COORDINATE BLOCKING REQUIREMENTS WITH FURNITURE & AV INSTALLERS. WHERE BLOCKING OR ADDITIONAL STUDS ARE REQUIRED AT EXISTING PARTITIONS, THEY ARE TO BE PATCHED AND REPAIRED. SEE CONSTRUCTION PLANS FOR WALL -MOUNTED MARKERBOARD, MONITORS & PROJECTION SCREENS; PROVIDE BLOCKING PER MANUFACTURERS'REQUIREMENTS. 18. ALL HINGED DOORS TO BE 4" FROM NEAREST PERPENDICULAR PARTITION, U.N.O. DIMENSIONS LOCATING DOORS ARE TO THE INSIDE EDGE OF JAMB. ALL DOORS SHALL HAVE V-6" CLEAR ON THE STRIKE/PULL SIDE OF DOOR AND V-0 CLEAR ON THE STRIKE/PUSH SIDE (IF THEY HAVE BOTH A LATCH AND A CLOSER) VERIFY AND ADVISE ARCHITECT OF EXCEPTIONS PRIOR TO CLOSING OUT PARTITIONS. 19. THE CONTRACTOR SHALL ESTABLISH A SINGLE FLOOR ELEVATION THAT IS TO BE USED TO SET THE TOP OF ALL DOORS SUCH THAT THE TOP OF ALL DOORS OF THE SAME HEIGHT WILL ALIGN REGARDLESS OF VARIATIONS IN THE FLOOR SLAB OR FINISHED FLOOR THICKNESS. 20. PROVIDE DOUBLE STUDS AT DOOR HEADER AND JAMBS. INSTALL ADDITIONAL STUDS IN EXISTING PARTITIONS AT NEW DOOR OPENINGS IN ORDER TO PROVIDE DOUBLE STUDS. 21. METAL STUDS AT PARTITIONS TO RECEIVE CERAMIC TILE ARE TO BE 20 GAGE (MINIMUM). @ 16" O.C. (MAXIMUM). REFER TO THE FINISH PLANS FOR TILE LOCATIONS. 22. PROVIDE DIAGONAL STUD BRACING TO SLAB ABOVE @ 48" O.C. AT DROP ARCHES/BULKHEADS. 23. GYPSUM WALLBOARD AT BOTH SIDES OF ALL PARTITIONS WITH PLUMBING ROUGH -IN (E.G.BATHROOMS, PANTRY, JANITOR'S CLOSET, WET COLUMNS) SHALL BE WATER-RESISTANT. REVIEWED FOR CODE COMPLIANCE APPROVED OCT 2 8 2019 City of Tukwila BUILDING DIVISION consultants Description: No: By: Date: PERMIT SET REVIEW CF 07/03/19 REVISION 1 1 NG 10/10/19 revisions JCR DEVELOPMENT 2835 82ND AVE. SE SUITE S-1 MERCER ISLAND, WA IN 98040" client TABOR 100 TENANTIMPROVEMENT 7100 FORT DENT WAY, SUITE 100 TUKWILA, WA 98168 project name & address DEMOLITION & CONSTRUCTION PLANS sheet title 10194 RE TERED A HITECT AM EG L STATE OF WAS N TON seal Proj. No: 19.0000974.000 Designer: BMT Drawn By: CF Reviewed By: NG Project Manager: BMT Approved By: AS RECEIVED ��- CITY OF T UKWILA OCT 1 7 2019 ALL DIMENSIONS AND CONDITIONS MUST BE CHECKED AND VERIFIED ON SITE BY THE CONTRACTOR AND sU&CONTRACTORS PRIOR TO PERFORMING THE WORK THE n c n PROJECT MANAGER SHALL BE NOTIFIED IN WRITING OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK -11 CENTER 0 NELSON WORLDWIDE LLC 2019 ALL RIGHTS RESERVED RCP LEGEND RCP GENERAL NOTES CEILING TYPE & HEIGHT 1. CENTER FULL TILES IN ROOM (BOTH DIRECTIONS) AS INDICATED NELSOK 8 ON DRAWING, UNLESS DIMENSIONED OR NOTED OTHERWISE. Nelco Architecture, Inc. � WHEN "START OFTILE-LOCATIONS OR "CENTERING OF GRIpjIN ROOM" RESULTS IN TILE WIDTH OF LESS THAN 4". EXISTING 2' X 4' ACT 2. THE REFLECTED CEILING PLAN INDICATES THE LOCATION OF CEILING HEIGHTS, LIGHT FIXTURES, SWITCH LOCATIONS, AND ASSOCIATED ITEMS. REFER TO ENGINEERING DRAWINGS FOR EXISTING 2'X4' RECESSED FIXTURE CIRCUITING, WIRING LAYOUT, AND ADDITIONAL INFORMATION. TO REMAIN ALL MEP -FP DEVICE LOCATIONS NOT SHOWN ON DRAWINGS, OR RELOCATED 2'X4' RECESSED IN CONFLICT WITH MEP/FP DRAWINGS, ARE TO BE COORDINATED FIXTURE WITH ARCHITECT PRIOR TO INSTALLATION. IN THE EVENT OF DISCREPANCIES BETWEEN THE ARCHITECT'S REFLECTED CEILING f7 — �1 EXISTING 2'X4' RECESSED FIXTURE PLAN AND THE ENGINEERS' PLANS, IMMEDIATELY NOTIFY THE L = J TO BE REMOVED OR RELOCATED ARCHITECT IN WRITING BEFORE ORDERING MATERIALS OR PROCEEDING WITH THE WORK. EMERGENCY EXIT SIGN 3. FOLLOWING COMPLETION OF THE ACOUSTICAL CEILING (ARROW SHOWS DIRECTION) INSTALLATION, ALL JOINTS AND GRID SHALL BE STRAIGHT, TRUE TO LINE, WITH EXPOSED SURFACES FLUSH AND LEVEL. DIRTY OR y, WALL MOUNTED LIGHT SWITCH DISCOLORED SURFACES OF TILE ARE TO BE CLEANED OR (3) = 3-WAY SWITCH REPLACED, AND LEFT FREE OF DEFECTS. AFTER 30 DAYS FROM SUBSTANTIAL COMPLETION, INSPECT THE WORK AND ADJUST (N) NEW TILE NOT IN ALIGNMENT WITH OTHER CEILING TILES AND (R) RELOCATED REPLACE MISSING OR DAMAGED UNITS. 1 LIGHTING CALCULATION USING SPACE BY SPACE METHOD, ALLOWED WATTAGE IS 2,997 WATTS. PROPOSED WATTAGE IS 2,016 WATTS. PROPOSED WATTAGE 15 LESS THAN ALLOWABLE WATTAGE PER 2015 WSEC INTERIOR LIGHTING POWER ALLOWANCE SECTION C405. PROJECT COMPLIES. REFER TO WSEC FORM SUBMITTED WITH PERMIT SET FOR SPACE BY SPACE BRE KDOWN. 1 REFLECTED CEILING PLAN A2-1 SCALE:1/8" = 1'4" 0 4' & 16' SCALE: 1/8" = 1'-0" 4. WITHIN A ROOM OR AREA, THE CONTRACTOR SHALL ESTABLISH A SINGLE FLOOR ELEVATION THAT IS TO BE USED AS THE ORIGIN FOR ALL CEILING HEIGHTS ABOVE FINISHED FLOOR. VERIFY FIELD CONDITIONS AND LOCATIONS OF ALL MEP/FP AND STRUCTURAL ELEMENTS. CONTRACTOR TO COORDINATE THE WORK OF ALL TRADES NECESSARY TO MAINTAIN THE FINISHED CEILING HEIGHTS INDICATED. INSTALL DUCTWORK TIGHT TO UNDERSIDE OF BEAMS. WITH A SMALL SPACE TO AVOID VIBRATION. INSTALLATION AND/OR ALTERATION OF DUCTWORK, PIPING OR OTHER EQUIPMENT THAT WILL REQUIRE FASCIAS, SOFFITS AND OTHER TRANSITIONS IN CEILING HEIGHT SHALL BE REVIEWED WITH THE ARCHITECT PRIOR TO PROCEEDING. CONTRACTOR TO PROVIDE COMPLETE COORDINATION DRAWINGS FOR THE ARCHITECT AND ENGINEER'S REVIEW. 6. MULTIPLE SWITCHES AT ONE LOCATION SHALL BE GANGED TOGETHER WITHIN ONE COVER PLATE U.N.O. 7. ALL FIXTURES AND DEVICES TO BE UNDERWRITERS LABORATORIES INC. (UL) LABELED. S. LIGHT FIXTURES, REGISTERS, SPEAKERS, RECESSED FIXTURES AND SIMILAR CEILING ELEMENTS, AND LIFE -SAFETY DEVICES SHALL BE LOCATED IN THE CENTER OF CEILING TILE IN BOTH DIRECTIONS AND SHALL ALIGN WITH ADJACENT FIXTURES, DEVICES OR HEADS IN A RUN OR ROW, U.N.O. 9. FURNISH AND INSTALL ALL FIXTURES, ASSOCIATED TRIM, LAMPS, AND SEISMIC BRACING. 10. INSTALL LIGHT FIXTURES WITH PROTECTIVE FILM OR SIMILAR COVER OVER LOUVER, LENS, BAFFLE, AND EXPOSED SURFACES, TO AVOID FIXTURE SOILING OR DAMAGE DURING CONSTRUCTION, FIXTURES SHALL BE MAINTAINED CLEAN AND AS NEW. 11. PROVIDE BLOCKING ABOVE CEILING REQUIRED FOR ALL CEILING MOUNTED EQUIPMENT. PROVIDE ADDITIONAL SUPPORT FOR LIGHT FIXTURES AS RECOMMENDED BY FIXTURE MANUFACTURER. 12. CONTRACTOR TO VERIFY ALL PENDANT FIXTURE HEIGHTS WITH ARCHITECT PRIOR TO INSTALLATION. 13. REFER TO ELECTRICAL DRAWINGS FOR EMERGENCY LIGHT FIXTURE LOCATIONS. 14. CONTRACTOR SHALL REPAIR AND/OR REPLACE CEILINGS WHICH ARE REMOVED TO FACILITATE PLENUM SYSTEMS INSTALLATION. 15, PROVIDE CEILING ACCESS REQUIRED FOR EQUIPMENT AND SYSTEM MAINTENANCE. MATCH ADJACENT CEILING FINISH U.N.O. SYSTEMS AND EQUIPMENT REQUIRING ACCESS SHALL BE LOCATED AT ACCESSIBLE CEILINGS - ACCESS PANELS NOT SHOWN ON DRAWINGS SHALL NOT BE INSTALLED IN GYPSUM BOARD CEILINGS WITHOUT PRIOR APPROVAL, 16. COORDINATE SCHEDULING OF WORK WITH DATA(TELEPHONE INSTALLER. INSTALL CEILING TILES AFTER FINISH PAINTING TO MINIMIZE VOC ABSORPTION INTO THE CEILING TILES. INSTALL CEILING TILES AFTER DATAJTELEPHONE CABLES HAVE BEEN INSTALLED. 17. PATCH ALL HOLES IN EXISTING PLASTER FIREPROOFING AT BEAMS AND COLUMNS TO RESTORE THE REQUIRED FIRE RATINGS OF BEAMS AND COLUMNS (3 HR) TYPICAL THROUGHOUT. 18. ALL LIGHT FIXTURES FURNISHED BY OWNER SHALL BE U.L. APPROVED AND WHERE APPLICABLE, APPROVED BY LOCAL AUTHORITIES FOR SPECIFIED USE. 19. CEILING GRID AND TILE SHALL MATCH BUILDING STANDARD. 20. SWITCHES AND PLATES SHALL MATCH BUILDING STANDARD. COLOR TO MATCH BUILDING STANDARD. 21. ALL LIGHT FIXTURES SHALL MATCH BUILDING STANDARD. 22. REPAIR AND/OR REPLACE COMPONENTS NECESSARY TO INSURE ALL EXISTING AND OR RELOCATED LIGHT FIXTURES ARE FUNCTIONING, INCLUDING BUT NOT LIMITED TO LAMPS, BALLASTS, AND LENSES. 23. RELAMP ALL EXISTING AND RELOCATED FIXTURES TO REMAIN. 24, ALL LAMP COLOR TEMPERATURES TO BE CONSISTENT WITHIN SIMILAR FIXTURE TYPES. 1200 Fifth Ave., Suite 1300 Seattle, WA 98101 (206)408-8500 www.nelsonworldwide.com consultants Description: No: By: Date: PERMIT SET REVIEW CF 07103/19 REVISION 1 1 NG 10/10/19 - revisions JCR DEVELOPMENT 2835 82ND AVE. SE SUITE S-1 r ,• MERCER ISLAND, WA 98040 client TABOR 100 TENANTIMPROVEMENT 7100 FORT DENT WAY, SUITE 100 TUKWILA, WA 98168 project name & address REFLECTED CEILING PLAN sheet title REVIEWED FOR CODE COMPLIANCE APPROVED OCT 28 2019 seal City Of Tukwila BUILDING DIVISION RECEIVED 02-21CITY OF TUKWILA -DJq® OCT 17 2019 10194 RE TERED HITEOT AM EG STATE OF WAS IN 70N Proj, No: 19.0000974.006 Designer: BMT Drawn By: CF Reviewed By: NG Project Manager: BMT Approved By: AS ALL DIMENSIONS AND CONDITIONS MUST BE CHECKED AND VERIFIED ON SITE BY THE CONTRACTOR AND SUB -CONTRACTORS PRIOR TO PERFORMING THE WORK THE PROJECT MANAGER SHALL BE NOTIFIED IN WRITING OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK © NELSON WORLDWIDE LLC 2019 All RIGHTS RESERVED PERMIT CENTER NELSON Nelco Architecture, Inc, 1 --1�7SCHEDULED SEE RCP gk_ —�� ' CEILING NOTE: CLOSE END OF b CABINET, WHERE VISIBLE 12" ADJIZTA13LE SHELVES: P C LAMINATE ON iJ2" MIN. 3 PARTICAL BOARD; _ - -- SHELVES PER ♦((9) ABINET U.N.O. Z ♦ DOOR, INTERIOR: ¢ PLASTIC LAMINATE ON WHITE MELAMINE ♦ 3/4" PARTICAL BOARD; . '1/2' w ALIGN FACE OF SOFFIT . ; 4f WITH FACE OF DOOR w ♦ BIS HARDWARE ♦ FRENCH CLEATS ♦ = VIDE CLEAR ENCER,TYPICAL fV ♦ LINE OF SCHEDULED ♦ PARTITION 24" 4" BACKSPLASH TO — MATCH COUNTERTOP WHERE OCCURS (SEE ® ELEVATION); PROVIDE CLEAR SEALANT AT WET LOCATIONS WHERE BACKSPLASH IS - ♦ NOT SPECIFIED COUNTERTOP: PLASTIC LAMINATE ON !► 3/4" THICK PARTICLE BOARD --- '— — 8/5 HARDWARE INTERIOR: WHITE MELAMINE ADJUSTABLE SHELVES: PLASTIC LAMINATE ON ° ♦ ° 0 3/4" PARTICLE BOARD; (1) SHELF PER - G~i CABINET U.N.O. 4 W w ® " � DOOR: ♦ PLASTIC LAMINATE ON ° 3/4" PARTICLE BOARD FRAME: 3/4" PARTICLE BOARD; ADD FRTW BLOCKING AS REQUIRED B/S BASE LINE OF FINISHED 3„ FLOOR ♦ UPPER AND LOWER CASEWORK - CATERING 3 8- 1 1/2" = V-0" V-6" SCHEDULED PARTITION PROVIDE FLUSH UNDERCOUNTER BLOCKING AS REQUIRED FOR KEYBOARD _ TRAY INSTALLATION a COUNTERTOP: PLASTIC LAMINATE THICK PARTICLE BOARD �...--- CONCEALED SUPPORT ' BRACKET(RAKKS OR SIMILAR). MOUNT BRACKETS TO SIDE OF STUDS AT 48" O/C MAX. COORDINATE STUD SPACING WITH BRACKET LOCATIONS N 5 SCHEDULED BASE ' /--i LINE OF FINISHED / I FLOOR (� TRANSACTION COUNTER A8-1 9 1/2" = V-0" NOTE: DASHED AREA INDICATES ACCESSIBLE /��— SCHEDULED PARTITION KNEESPACE'CLEARANCE AND MUST BE FREE FRO 4" 4" BACKSPLASH TO OBSTRUCTION 24" MATCH COUNTERTOP - WHERE OCCURS (SET*, ELEVATION); PR E CLEAR SEA T WET LOCA WHERECKSPLASH IS NOT�PECIFIED ` •.. •'PLASTIC LAMINATE ON ® ,,, ® 3/4" THICK PARTICLE ARD P VIDE'RAKKS'CLEAT 'VIE IDE WALL IF NO ♦ CABINETS _ ARE AVAILABLE FOR (♦� COUNTERTOP SUPPORT; ♦ I PROVIDE'RAKKS' 1 CONCEALED BRACKET � w ( AT ANY OPEN ENDS AND ' ( AT ANY UNSUPPORTED LENGTHS GREATER + i ( THAN 36". ♦� ) B/S HARDWARE ♦® ,ERIOR: PROVIDE VALVE FOR MELAMINE WATERLINE SUPPLY ♦ J APRON & DOOR: r— — — ( PLASTIC LAMINATE 1 6" 3" 8" 1 ON 3/4" PARTICLE I BOARD; PROVIDE or. II INTEGRAL TOEKICK LINE OF FINISHED 3" 'v FLOOR, CONTINUE TO WALL - CATERING ACCESSABLE SINK W/ DOOR A8-1 1 1/2" = V-0" _SEE RCP. SCHEDULED CEI—LING NOTE: CLOSE END OF CABINET, WHERE VISIBLE 12 ♦ ADJUSTABLE SHELVES: 1/2" MIN. PLASTIC LAMINATE ON 3/4" PARTICAL BOARD; :. ,- - (2) SHELVES PER 2" 2" ♦ CABINET U.N.O. z ♦ DOOR: INTERIOR: WHITE MELAMINE 1 ¢ PLASTIC LAMINATE ON • •1(2", w ® 3/4" PARTICAL BOARD; ALIGN FACE OF SOFFIT • ♦ WITH FACE OF DOOR ,— B/S HARDWARE FRENCH CLEATS PROVIDE CLEAR - ♦ -41 SILENCER, TYPICAL N 0 + LINE OF SCHEDULED PARTITION _ 24" 10 COUNTERTOP: '- - PLASTIC LAMINATE ON ,��„a® 3/4" THICK PARTICLE ♦ BOARD S/S HARDWARE INTERIOR: WHITE MELAMINE r ° O w 3/4" PARTICLE BOAR (1) SHELF PER CABINET U.N.O. ° DOOR: PLASTIC LAMINATE ° 3/4" PARTICLE BOAR FRAME: 3/4" PARTICLE BOARD; ADD FRTW BLOCKING AS REQUIRED B/S BASE LINE OF FINISHED 3„ FLOOR UPPER AND LOWER CASEWORK - COPY 1 1/2" = 1'-0" 1200 Fifth Ave., Suite 1300 Seattle, WA 98101 (206)408.8500 www.nelsonwor[dwide.com consultants Description: NO: By: Date: PERMIT SET REVIEW CF 07/03/19 REVISION 1 1 NG 10/10/19 RECEIVED CITY OF TUKWILA OCT 17 2019 RERFAIT CENTER revisions FOR " 2019 Tukwila 3 DIVISION seal Q 10194 RE TERED 1� HITEOT AM EG L STATE OF WASNN TON REVISION NO, Proj. No: 19.0000974.000 Designer: BMT Drawn By: CF Reviewed By: NG Project Manager: BMT Approved By: AS A8-1 ALL DIMENSIONS AND CONDITIONS MUST BE CHECKED AND VERIFIED ON SITE BY THE CONTRACTOR AND SUE -CONTRACTORS PRIOR TO PERFORMING THE WORK. THE PROJECT MANAGER SHALL BE NOTIFIED IN WRITING OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. © NELSON WORLDWIDE, LLC 2019 ALL RIGHTS RESERVED ll■ C 0 0 DOOR AND FRAME SCHEDULE NUMBER DOOR FRAME FIRE HOW. P NOTES SIZE DT P 03 KITCHEN T' ' 8'-0" FG D - 1 -- 104 OFFICE T-O" 8'-0" FG D 106 OFFICE 3'-0" 8'-0" FG D - 3 -- 107 OFFICE 3'•D" 8'-0" FG D - 3 108 TRAINING FG D - 23 ---------- 109 OFFICE _ 3'-0" I O" _...._... FG D - 3 -- 1 ASS DOOR TYPE FG DOOR FRAME TYPE D FULL GLASS FULL HEIGHT 1 DOOR RELITE & FRAME ELEVATIONS A9-1 J 1/4" = V-0" EXISTING STRUCTURAL DECK 3" SOUND ENCAPSULATED ATTENUATION BLANKET, REQ'D 24" BEYOND BOTH SIDES OF PARTITION @ ACOUSTICAL PARTITION SUSPENDED. CLG. TEE 1/4" NEOPRENE COMPRESSIBLE GASKET (CONTINUOUS) BETWEEN STUD TRACK AND CLG (ADHERE TO TRACK) REFER TO REFLECTED CEILING PLAN METAL EDGE TRIM (200-B) FOR MTL STUD SPACING REFER TO STUD SIZE CHART. 1 LAYER, 518" GWB, BOTH SIDES. SOUND ATTENUATION BLANKET (FULL STUD DEPTH), REQ'D @ ACOUSTICAL PARTITION. BASE, REFER TO FINISH SCHEDULE FINISH FLOORING, REFER TO FINISH SCHEDULE NOTE: PROVIDE BRACING AT ALL DOOR JAMBS AND AT UNSUPPORTED LENGTHS _ OF WALL AT 12' O.C. MAX. SEALANT @ BOTTOM TRACK @ ACOUSTICAL PARTITION ONLY SC NON -RATED; U.O. CLG W/ ACOUS. INSUL. - 2 1/2" STUDS 2 PARTITION TYPE IC A9-1 NOT TO SCALE GALV. STEEL DEEP LEG NON STRUCTURAL METAL FRAMIN N T 19 DOOR AND FRAME GENERAL NOTES DEFLECTION TRACK. ANCHOR ES FINISHED TO STRUCTURE WITH HILTI X-U AND LIMITING HEIGHTS 1. UNDERCUT THE BOTTOMS OF DOORS TO CLEAR THE TOP OF FLOOR, BY (OR XUSS) UNIVERSAL KNURLED NelcD Architecture,,Inc. [114"]INCH MAXIMUM, U.N.O. VERIFY STAB CONDITIONS AND TRIM EACH DOOR TO SHANK POWDER DRIVEN FIT CONDITION. WHERE RADICAL VARIATIONS IN FLOOR LEVEL EXIST, DOORS FASTENER WITH MIN. P' PARTITION TYPES INDICATED IN THE CONSTRUCTION DOCUMENTS SHALL COMPLY WITH THE SHALL BE ORDERED WITH BOTTOM STILE SIZED TO ACCOMMODATE THESE ` EMBEDMENT @ 16" O.C. FOLLOWING CRITERIA FOR NON-STRUCTURAL INTERIOR METAL FRAMING PARTITION SYSTEMS: UNDERCUT CONDITIONS. m - (FOLLOW MANUFACTURER'S 2. CAULK THE JOINT BETWEEN THE FRAME AND WALL, ALL SIDES, WITH PRINTABLE WHITE LATEX CAULK. 3. CONTRACTOR SHALL REVIEW KEYING WITH OWNER PRIOR TO FITTING CYLINDERS, KEY CYLINDERS TO OWNER'S REQUIREMENTS AND BUILDING STANDARDS. 4. AT EXISTING DOORS TO REMAIN OR TO BE REUSED, PATCH/FILL DIVOTS, HOLES, CRACKS, SCRATCHES, GOUGES, ETC. PRIOR TO PRIMING/PAINTING/REFINISHING. CONTRACTOR TO COORDINATE THE REUSE OF EXISTING DOORS, FRAMES, AND HARDWARE AND TO IDENTIFY RELOCATIONS ON THE DOOR SUBMITTAL. 5. ALL NEW DOOR HARDWARE IS TO MATCH THE EXISTING MANUFACTURER, STYLE & FINISH. CONTRACTOR IS TO FIELD VERIFY THE EXISTING HARDWARE. 6. ALL DOORS SHALL MATCH EXISTING IN SUITE, U.N.O. 7. ALL FRAMES SHALL MATCH EXISTING IN SUITE, U.N.O. 8. COAT HOOKS AT GLASS LIGHT DOORS ARE TO BE MOUNTED ON THE WALL BEHIND THE DOOR, X-O" FROM THE DOOR WALL AND T-6" ABOVE FLOOR. DOOR STOPS AT DOORS WITH WALL -MOUNTED COAT HOOKS SHALL BE PLACED TO PREVENT DOOR FROM HITTING THE COAT HOOK. HARDWARE GROUPS GROUP 1- PASSAGE SET - SINGLE DOOR (interior, non -lockable, non -rated) GROUP 3 - OFFICE LOCKSET - SINGLE DOOR (interior, locking both sides: key/thumb turn) GROUP 23 - EGRESS DOOR - SINGLE W/ PANIC BAR HINGES RIM EXIT DEVICE, PASSAGE FUNCTION WITH A LEVER STRIKE CLOSER STOP SILENCERS (@ HM FRAMES) 10" H KICK PLATE EXISTING STRUCTURAL DECK SUSPENDED CLG. TEE 1/4" NEOPRENE COMPRESSIBLE GASKET (CONTINUOUS) BETWEEN STUD TRACK AND CLG (ADHERE TO TRACK) REFER TO REFLECTED CEILING PLAN METAL EDGE TRIM (200-B) FOR MTL STUD SPACING REFER TO STUD SIZE CHART. I LAYER, 5/8" GWB, BOTH SIDES. BASE, REFER TO FINISH SCHEDULE _ FINISH FLOORING, REFER TO FINISH SCHEDULE NOTE: PROVIDE BRACING AT ALL DOOR JAMBS AND AT UNSUPPORTED LENGTHS OF WALL AT 12' O.C. MAX. 1D NON -RATED; U.O. CLG - 2 1/2" STUDS 3 PARTITION TYPE 1D A9-1 NOT TO SCALE STRUCTURE ABOVE INSTRUCTIONS). A. ALL NON-STRUCTURAL STUDS SHALL COMPLY WITH THE MINIMUM GAUGE AND MILS THICKNESS LISTED IN THE CHARTS PROVIDED BELOW: • CONTRACTOR SHALL FIELD VERIFY FRAMING HEIGHTS OF EXISTING HOLD GYP. FASTENERS BACK STRUCTURES PRIOR TO ORDERING MATERIALS. 2-1/2" FROM EDGE. • SUBSTITUTIONS: CONTRACTOR SHALL SUBMIT SUBSTITUTIONS FOR ARCHITECT'S APPROVAL PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION OF PARTITIONS. EXISTING STRUCTURE 9II SLOTTED DEEP LEG DEFLECTION TRACK METAL STUD �/� _EXISTING GALV. STEEL DEEP LEG STRUCTURE DEFLECTION TRACK. ANCHOR TO STRUCTURE WITH HILTI X-U (OR XU15) UNIVERSAL KNURLED SHANK POWDER / DRIVEN FASTER WITH MIN. I" EMBEDMENT @ 16" O.C. GALV. (FOLLOW MANUFACTURER'S INSTRUCTIONS). L SCHEDULED CEILING TILE & GRIT LATERAL BRACING TENANT WALLS (NO CASEWORK) B. NON-STRUCTURAL METAL FRAMING LIMITING HEIGHTS ARE BASED ON BUILDINGS WHERE THE HEIGHT FROM FLOOR LEVEL TO THE STRUCTURAL SYSTEMS MAY BE ONE OR MORE OF THE FOLLOWING CONDITIONS: • FLOOR SLAB TO ROOF DECK OF SINGLE STORY BUILDINGS: TYPICAL FRAMING HEIGHT FOR OFFICE/WAREHOUSE/DISTRIBUTION FACILITIES: 24' TO 40'. • MULTI -STORY: STRUCTURAL FLOOR SLAB TO UNDERSIDE OF STRUCTURAL SLAB OF THE FLOOR OR ROOF DECK ABOVE. LIMITING HEIGHTS PROVIDED IN THESE CONSTRUCTION DOCUMENTS ARE REFERENCED FROM THE SSMA PRODUCT TECHNICAL GUIDE'S "INTERIOR WALL HEIGHT TABLES" FOR ASSEMBLIES INCLUDED IN THE PROJECT SCOPE. INCREASE METAL STUD GAUGE AND/OR DECREASE METAL STUD O.C. SPACING SO AS NOT TO EXCEED L/240 DESIGN CRITERIA (PER 2015 IBC TABLE 1604.3) WITH 5 PSF LATERAL LOAD (PER 2015 IBC SECTION 1607,14). REFER TO SSMA PRODUCT TECHNICAL GUIDE'S "TABLE NOTES" FOR COMPLETE PROPERTY CRITERIA ASSOCIATED WITH LIMITING HEIGHTS. • FOR COMPOSITE WALL HEIGHTS REFER TO THE" COMPOSITE NON-STRUCTURAL METAL FRAMING (STUD) LIMITING HEIGHT CHART " • FOR NOWCOMPOSITE - FULLY BRACED WALL HEIGHTS AS WELL AS WALLS WITH BRACING AT 48" O.C. REFER TO THE" NON -COMPOSITE NON-STRUCTURAL METAL FRAMING (STUD) LIMITING HEIGHT CHART " C. PROVIDE LATERAL BRACING OF METAL STUDS TO STRUCTURE AS REQUIRED BY THESE CONSTRUCTION DOCUMENTS, APPLICABLE BUILDING CODES AND THE A.H.J. D. CONTRACTOR SHALL PROVIDE DEFLECTION TRACK FOR TOP RUNNERS OF METAL STUD VS PARTITIONS THAT EXTEND TO UNDERSIDE OF STRUCTURAL DECK WHERE DEFLECTIONS OF THE STRUCTURAL ROOFING SYSTEM EXCEED 1/2" WHERE PARTITIONS ARE LOCATED. 8' MAX 8' MAX 8' MAX W MAX B' MAX 8' MAX T MAX -v LATERAL BRACING PER DETAIL NOTES: ABOVE(TYP.) 1. LATERAL BRACING IS TO BE INSTALLED ON TENANT PARTITIONS AT 8 F. O.C. EXCEPT AT INTERSECTIONS WITH WALLS AT LEAST 4 FT. LONG. (PER TYP. PART. PLAN) 2. TEMPORARY ATTACHMENT OF PARTITION TOP TRACK TO THE GRID IS PERMITTED TO ALIGN AND SET THE WALL UNTIL PERMANENT BRACING IS PROVIDED. REMOVAL OF THE TEMPORARY HOLDING SCREWS IS UP TO THE DISCRETION OF THE SPECIFIC LOCAL BUILDING OFFICIAL. CONTRACTOR TO VERIFY. 3. PROVIDE BRACING AT ANY PERMANENTLY PARTITION THAT IS NOT ATTACHED TO CEILING GRID, 4 PARTITION BRACING DETAILS A9-S NOT TO SCALE E. STEEL STUD CODING EXAMPLE (UNIVERSAL CODING AS LISTED IN SSMA PRODUCT TECHNICAL GUIDE) EXAMPLE, "60OS162-54": 600 = 6" MEMBER DEPTH, S = CSJ (STEEL STUD), 162 = 1-5/8" FLANGE WIDTH (1/100 INCH), 54 = CORRESPONDS TO MIL THICKNESS INCHES TO CODE SIZE REFERENCE (SEE STUD SIZE COLUMN BELOW): 2 1/2" = (250); 3 5/8" = (362); 6" = (600); 8" = (800) COMPOSITE NON-STRUCTURAL METAL FRAMING LIMITING HEIGHT CHART Gauge 25 go 22 go 20 go 20 go 18 go 16 go 14 go & mil: 18 nail 27 mill 30 mil 33 mil 43 mil 54 mil 68 mil Stud Spacing LIMITING HEIGHTS Size O.C. *Note #1 2-1/2„ 2,V 11'-3" 12'-2" 12'-7" IV-5" 13'-6" (250) 16' 11-10" 13'-11" 14'-5" 14'-3" 14'4' /A 12 14'-2" 15'-4" W-10" 1T-8" 13'4' 3-5/8" 24" IT-2" 14'-5" 14'-6" 15'-3" 16'-3" 17-8" (362) 16 15'-2" 16'-6" 16'-7" 17'-5" 18'-0" 19'-7" 12" 16'-8" 18'-2" 18'-3" 19'-2" 19'-7" 2V-2" 6„ 24" 16-4" 21'-3" 21'-6" 22'-3" 25'-7" 27-0" 2V-9" (600) 16" 20'-1" 24'-4" 24'-7" 25'-6" 28'4' 30'-0" 32'-0" 12" 22'-9" 26'-9" 27'-1" 28'-1" 30'_7" 32'-6" 34,_8" 81, 24" 30'-6" 32'-6" 35'-1" (800) 16'//// 34'-4" 36'-8" 39'-0" 12" 3T-6" 40'-0" 43'-4" * NOTES: I. COMPOSITE LIMITING HEIGHTS ARE BASED ON A SINGLE LAYER OF 5/8" TYPE X GYPSUM BOARD INSTALLED IN THE VERTICAL ORIENTATION TO BOTH SIDES OF THE WALL OVER FULL HEIGHT USING MINIMUM NO. 6 TYPE "S" DRYWALL SCREWS SPACED A MAXIMUM OF 12" OC FOR STUDS AT 24" SPACING, AND 16" OC FOR STUDS AT 16" AND 12" SPACING. 5 PSF (PER 2015 IBC SECTION 1607.14) AND L/240 (PER 2015 IBC TABLE 1604.3). NON -COMPOSITE NON-STRUCTURAL METAL FRAMING LIMITING HEIGHT CHART Gauge 25 go 22 ga 20 ga 20 ga 1$ ge 16 ga 14 ga & mil: 18 mill 27 mil 30 mil 33 mil 43 mill 54 mil 68 mil Stud Spacing LIMITING HEIGHTS Size O.C. *Note #1 2-1(2" 24" 8'-3"^ 9'-10" 10'-2" 10'-6" 11'-5" (250) 16" 9'-7"^ li'-3" 11'-7" 12'-0" 13'-0" 12" 10'-6"A IT-S" 12'-9" 13'-2" 1,V4' 3-5/8, 24" 9'-3" IX-5" 13'4' 14'-0" 15'-3" 16'-4"# 17'-5"# (362) 16" 11'-4" 15'-0" IT-6" 16'-0" 17'-5" 18'44 9'-11"# 12' 13'-1' 16'-6" 17'-0" 1T-7" 19'-2" 20'-6'* V-11"4 6" 24" 171_6"* IW-10" 2W-6" 22'40" 24'4' 26'-2" (600) 16" 21'-6"* 22'-11" 23'-9" 26'-1" 28'-0" 30'-0" 12' 24'4'* 25'-2" 26'-2" 28'-9" 30'-10" 33'-0" W 24" 28'-8" 31'-1" 334' (800) 16"VIA 32'-9" 35'-7" 38'-1" 1200 Fifth Ave., Suite 1300 Seattle, WA 98101 (206)408-8500 www.nelsonworldwide.com consultants Description: No: By: Date: PERMIT SET REVIEW CF 07/03/19 REVISION 1 1 NG 10/10/19 revisions ]CR DEVELOPMENT ® 2835 82ND AVE. SE SUITE S-1 r • MERCER ISLAND, WA U998040 client TABOR 100 TENANTIMPROVEMENT 7100 FORT DENT WAY, SUITE 100 TUKWILA, WA 98168 12" 36-1" 39'-2" 41'-11" REVISION NO. project name & address * NOTES: (' DOOR SCHEDULE, DOOR & 1. NON -COMPOSITE MINIMUM LATERAL LOAD 5 PSF (PER 2015 IBC SECTION 1607.14) AND FRAMES, AND PARTITIONS L/240 (PER 2015 IBC TABLE 1604.3) ARE REQUIRED. sheet title 2. WEB HEIGHT -TO -THICKNESS RATIO EXCEEDS 200. WEB STIFFENERS ARE REQUIRED AT ALL SUPPORT POINTS AND CONCENTRATED LOADS AND MAY REQUIRE WEB STIFFENERS AT ENDS. REVIEW MANUFACTURER'S REQUIREMENTS FOR FLEXURAL AND DEFLECTION CONTROL. * : REQUIRES WEB STIFFENERS REQUIRED AT ENDS. ^ : HEIGHTS APPLY TO "BRACED AT 48" O.C. METAL FRAMING . REVIEWED FOR # : HEIGHTS APPLY TO "FULLY BRACED METAL FRAMING'. CODE COMPLIANCE APPROVED OCT 2 8 2019 City of Tukwila BUILDING DIVISION g seal Proj. No: 19.0000974.000 Designer: BMT Drawn By: CF Reviewed By: NG Project Manager: BMT Approved By: AS 13ECEIVED ITYOt TUKWILA AJ- 1 OCT 17 2019 ALL DIMENSIONS AND CONDITIONS MUST BE CHECKED AND VERIFIED ON SITE BY THE CONTRACTOR AND PERMIT CENTER SUB-CONTRACrORS PRIOR TO PERFORMING THE WORK. THE PRO3ECr MANAGER SHALL BE NOTIFIED IN WRITING OF ANY DISCREPANCIES PRIOR To PROCEEDING WITH THE WORK. © NELSON WORLDWIDE LLC 2019 ALL RIGHTS RESERVED o o 6'-0" 12'-0" 6'-0" LAY -IN LIGHT FIXTURE TYPICAL 12 GAUGE HANGER WIRE �- ADDITIONAL CROSS TEES WHERE 2'-0" X 2'-O" GRID OCCURS HEAVY DUTY MAIN RUNNER CROSS TEES AT 2'-0" OC MAIN BEAMS AT 4'-U" OC HEAVY DUTY MAIN RUNNER 12 GAUGE VERTICAL HANGER ATTACH FIXTURE HOUSING TO CEILING WIRES AT 4'-0" OC MAX TYP SYSTEM WITH SELF TAPPING METAL HEAVY DUTY CROSS RUNNER SCREWS ONE AT EACH CORNER MAX MAX - MAX i i i i I I I I calf �- 12 GAUGE HANGER WIRES AT PERIMETER TYP B" MAX OR 1/4 THE (4) DIAGONAL BRACE WIRES LENGTH OF THE AT 1T-O" X 12'-0" GRID MAX, BEAM/CROSS TEE SEE DETAIL WALL ANGLE, TYP WHICHEVER IS LESS WALL ANGLE, TYP (:I:) ACOUSTICAL CEILING SUSPENSION SYSTEM, DIAGRAMATIC PLAN A9-3 Scale: 1/8" = 1'-0" 8" MAX 12 GAUGE HANGER WIRE SPLAYED SEISMIC OR 1/4 OF LENGTH OF END CHANNEL BRACING WIRE WHICHEVER IS LESS (AT UNATTACHED WALLS) PROVIDE 3/4" CLEAR FROM WALL TO END OF RUNNER 45 43" SPLICE SHALL BE A RETAINING CLIP THRU CONNECTION (SNAP CONNECTIONS - ARE UNACCEPTABLE) HEAVY DUTY MAIN BEAM NOTES: \�> LATERAL BRACING FOR SUSPENDED CEILING MUST BE PROVIDED PER CURRENT CODES, WHERE CEILING LOADS (INCLUDING LIGHT FIXTURES) ARE TO BE TAKEN AS NOT LESS THAN 4# PER SQ. FOOT & NOT SUPPORTING INTERIOR PARTITIONS. CEILING BRACING SHALL BE PROVIDED BY FOUR No 12 GAUGE WIRES SECURED TO THE MAIN RUNNER INTERSECTION AND SPLAYED 90 DEGREES FROM THE PLANE OF THE CEILING. THESE HORIZONTAL RESTRAINT POINTS SHALL BE IN BOTH DIRECTIONS, WITH THE FIRST POINT WITHIN 4'-0" FROM WALL. ATTACHMENT OF THE RESTRAINT WIRES TO THE STRUCTURE ABOVE SHALL BE ADEQUATE FOR THE LOAD IMPOSED. INSTALL TWO ADDITIONAL WIRES AT OPPOSITE CORNERS (MAY BE SLACK) OF LIGHT FIXTURE HOUSING AND ATTACHMENT OF CEILING REGISTERS WITH SAME. START OF WIRE TO BE NO LESS THAN INCHES FROM PERIMETER WALL. �i LIGHT FIXTURE INSTALLATION A9-3 1 Scale: 3" = 1'-0" CEILING SEISMIC JOINT A9-3 Scale: 6" = 1'-0" BRACE 3/4" DIA. RIGID METAL CONDUIT AS SHOWN OR 25 GA STEEL STUDS (ALTERNATIVE) ALTERNATE(180°) DIRECTION EVERY OTHER BRACE. FLATTEN END AND 4 - #12 GA SEISMIC BEND, SCREW TO TOP TRACK OF PARTITION SPLAY BRACE WIRES — WITH SELF -TAPPING SHEET METAL SCREW, SCREW OTHER END TO UNDERSIDE OF 2 - #12 14 GA SCREWS STRUCTURE ABOVE. @ STUDS TO T-BAR — SPACE BRACE AT 4'-0" OC ALTERNATE DIRECTION (180°) EVERY BRACE MAIN RUNNER SCREW TO T-BAR WITH 2 #10 SCREWS _A=' ' — CROSS TEE Ut:�l'1�L•i:f'1'11:�. MAIN RUNNER N SLEEVE MTL STUD COMPRESSION STRUT FOR SIZE & NO SEE SCHED BELOW. ATTACH @ PURLIN ABOVE W/ 2#8 SHT MTL SCREWS. DO NOT ATTACH TO STIFFENERS. YV11]iie1� TYPICAL e° N STRUT e e e e e a e o 0 o e e o 0 0 0 0 0 STUD SIZE SINGE STUD MPRESSIODOUBLE STUD ACOUSTICAL CEILING TILE ASSEMBLY 1-518" x 20 GA SS 7'-8" H (AT ATTACHED WALLS) 3-1/2" x 20 GA SS 7' 4" 22'-9" ti SCREW TIGHTENED THROUGH MAIN RUNNER WEB CROSS TEE o RESTRICTING SEPARATION FROM WALL MOLDING MAIN BEAM 800S200-54 29'-0" 1200 Fifth Ave., Suite 1300 Seattle, WA 98101 (206) 408-8500 www.nelsonwor]dWide.com consultants Description: No: By: Date: PERMIT SET REVIEW CF 07/03/19 revisions JCR DEVELOPMENT 835 82ND AVE. SE SUITE S-1 OE�E(OPMLNT 0 3/4"' 1-5/8" x 20 GA WC 10'-0" 11' 6" WALL ANGLE, 2" DEEP AT FREE STANDING SIDE. TABOR 100 -$ *ATTACH DOUBLE STUD WEB TOFLANGE W/#6SCREW @18"DC TENANT IMPROVEMENT GRID CONNECTIONS, TYPICAL DETAIL SUSPENDED CEILING SEISMIC BRACING - COMPRESSION STRUT DETAIL - OVER 12' 7100 FORT DENT WAY, SUITE 100 A9-3 J Scale: 3" = 1'-0" A9-3 J Scale: 1 1/2" 1'-0" _A9-V Scale: 3" = 1'-O" TUKWILA, WA 98168 c o *SHOT IN ANCHORS NOT ALLOWED FOR BRACING WIRES 0 3/4" MAX. i 1 ( Z STRUCTURAL CONCRETE OR STEEL DECK i E ^+ 'III,+ (SEE GENERAL NOTE 17 FOR WOOD STRUCTURE) EE HILTI X-U (OR XU15) UNIVERSAL KNURLED g 0 SHANK POWDER DRIVEN m FASTENER W/ MIN 1" EMBEDMENT @ 16" OC PER MANUFACTURER'S o yeti INSTRUCTIONS STEEL 5-TRAP 1" CEILING CLIP "HILII" OR REVISION NO, ui WIDE X 2" LONG X EQUIVALENT (12 GAUGE z12 GAUGE MINIMUM X 3/4" WIDE MIN) v LENGTH r RFQ STRUT RcLIEP. "- 4 TIGHT 3 TIGHT TURNS, MIN TURNS, MIN 4' 0.24IN ISBIU20 14 0.410 CITY OF TUKWiLA 350IU20 0IU20 0.38 SPLAYED SEISMIC VERTICAL HANGER 11/4" 6' 0.36IN 0.382 BRACING WIRE WIRE OCT 17 2019 8' 0.48IN C3 5/8xC20 0.594 10' 0.60IN C3 5/8xC20 0.594 PERMIT CENTER CEILING HANGER WIRE TO STRUCTURE r�7 * STUDS & PROPERTIES AS LISTED BY M.S.M.A. o 0 S. A9-3 Scale: 3" = 1'-0" u8 size = 2 ." x 36" Half size = 12",x 18" ( 11" x 1'P' - NTS project name & address TYPICAL CEILING DETAILS sheet title nWAS seal Proj.No; 19,0000974.00.0Designer: BMT Drawn By: CF Reviewed By: NG Project Manager: BMT Approved By: AS ALL DIMENSIONS AND CONDITIONS MUST BE CHECKED AND VERIFIED ON SITE BY THE CONTRACTOR AND SUB -CONTRACTORS PRIOR TO PERFORMING THE WORK. THE PROJECT MANAGER SHALL BE NOTIFIED IN WRITING OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. © NELSON WORLDWIDE LLC 2019 ALL RiGH75 RESERVED BUILDING INFORMATION O li 11111117 � t � z D...ENT � � rBUILDIN' a ,T t kJ _L00 FORT DENT TUKWILAI s 1 LOCATION MAP AN-0 NOT TO SCALE (P TRUE NORTH (-2-`\ SITE MAP (11�> AN-0 SCALE:1'-0"=80'-0" �) PROJECT TRUE NORTH NORTH SITE ADDRESS: 7100 FORT DENT WAY, TUKWILA, WA 98168 PARCEL NUMBER: 295490-0440 LEGAL DESCRIPTION: GUNDRAKERS INTERURBAN ADD PARCEL 2 LESS BEG MOST WLY CORNER OF PARCEL 1 TH N 63-35-49 E 237.32 FT TH S 26-24-11 E 227.32 FT TO COMMON CDR BTW PARCELS 1 & 2 TH N 63-35-49 E 252.25 FT TH N 26-24-11 W 77.65 FT TH N 56-15-11 W 234.09 FT TH N 31-12-43 W 82.39 FT TO INTSN WITH NWLY LN OF PARCEL 2 TH S 58-47-17 E 102.77 FT TH S 55-39-53 W 63.16 FT TH S 48-39-58 W 55.63 FT TH S 39-21-15 W 88.24 FT TH S 30-04-58 W 85.21 FT TO MOST WILY CDR OF PARCEL 2 TH S 37-36-40 E 20.92 FT TO POB - OF CITY OF TUKWILA SHORT PLAT NO 79-7-SS RECORDING NO 7908210370 SO SHORT PLAT BEING A POR OF GUNDAKERS INTERURBAN ADD IN SW 1/4 OF NW 1/4 OF SEC 24-23-04 --- AS PER CITY OF TUKWILA BDRY LINE ADJ NO 90-2-BLA RECORDING NO 9008151101 ZONING: RCM BUILDING DESCRIPTION: TWO-STORY OFFICE BUILDING WITH SURFACE PARKING LOT YEAR BUILT: CONSTRUCTION TYPE: FIRE PROTECTION: NUMBER OF STORIES BUILDING TOTAL FLOOR AREA: 1999 - PER JURISDICTIONAL RECORD V-B FULLY SPRINKLERED (NO CHANGES) 2 ±40,922 SF (NO CHANGES) PROJECT DESCRIPTION TENANT IMPROVEMENT TO THE FIRST FLOOR OF AN EXISTING OFFICE SUITE TO INCLUDE: - DEMOLITION OF PARTITIONS AND DOORS - CONSTRUCTION OF COPY ROOM, BREAK ROOM, OFFICES - RELOCATION OF EXISTING LIGHT FIXTURES NO STRUCTURAL WORK OF ALTERATION OF CORE MECHANICAL, PLUMBING, ELECTRICAL, FIRE PROTECTION ARE BY OTHERS, UNDER SEPARATE PERMITS BY DESIGN / BUILD CONTRACTORS - DEFERRED SUBMITTALS. PROJECT AREA SUITE AREA FLOOR AREA FLR #1 1 t4,462 SF ±10,726 SF t19,765 SF (NO CHANGES APPLICABLE CODES 2015 INTERNATIONAL BUILDING CODE (IBC) 2015 INTERNATIONAL EXISTING BUILDING CODE (IEBC) 2015 INTERNATIONAL FIRE CODE (IFC) 2015 UNIFORM PLUMBING CODE (UPC) 2015 INTERNATIONAL MECHANICAL CODE (IMC) 2015 INTERNATIONAL FUEL GAS CODE (IFGC) 2017 NATIONAL ELECTRICAL CODE (SEC) 2015 WASHINGTON STATE ENERGY CODES (IECC) ICC/ANSI 117.1-2009 - ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES PROJECT DIRECTORY TENANT: TABOR 100 BUILDING REPRESENTATIVE: JOHN C.RADOVICH DEVELOPMENT 2835 82ND AVENUE SE, SUITE S-1, MERCER ISLAND, WA 98040 PHONE: 206-267-2669 EMAIL: REBECCA@JCRDEVCO.COM CONTACT:REBECCA DAVIDSON ARCHITECT: NELSON WORLDWIDE 1200 STH AVENUE, SUITE 1300, SEATTLE, WA 98101 PERMIT PHONE: 206-408-8537 FOR: EMAIL: KMATHWEG@NELSONWW.com anical CONTACT: KATIE MATHWEG FREQUIREDFOR:��T ricalCONTRACTOR: DP INCORPORATED GENERAL CONTRACTORS bing19936 BALLINGER WAY NE, SEATTLE, WA 98155 PipingPHONE: 206-361-2989 kwilaEMAIL: VASILY@DPINC.NET IVISION CONTACT: BILLY SHADRIN DRAWING INDEX SHEET NUMBER SHEET TITLE SHEET ISSUE DATE DRAWING REVISION NUMBER REVISION ISSUE DATE GENERAL AN-0 COVER SHEET 07/03/19. AN-1 LIFE SAFETY PLAN 07/03/19 AN-2 GENERAL NOTES, ABBREVIATIONS & SYMBOLS 07j03(19 ARCHITECTURAL Al-1 DEMOLITION & CONSTRUCTION PLANS 07/03/19 A2-1 REFLECTED CEILING PLAN 07/03/19 A8-1 CASEWORK DETAILS & ELEVATIONS 07/03/19 A9-1 DOOR SCHEDULE, DOOR & FRAMES, AND PARTITIONS 07/03/19 A9-3 CEILING DETAILS 07/03/19 REVISIONS No 018nges shaft be made to the scope Of work without 01 for avor.V81 Of the Tukwila Building Division, NOTE: Revisions will redwre a new plan submittal and may include additional plan review. Kt:VIEWED FOR CODE COMPLIANCE ;. APPROVED 1 JUL 2 5 2019 City of Tukwila BUILDING DIVISION FILE COPY /}OPY�9 Permit No. isI r v &a plan review approval is subject t0 ermr8 and Omrsions Approval of ConSVUCtiOn 000Unents dM :ar autn. �rze � vloiabon of any a pied c or xmnance a poofap f a M add i ay Dal Gty Of ukWi18 BUILDING DIVISION, NELSOK Nelco Architecture, Inc. 1200 Fifth Ave., Suite 1300 Seattle, WA 98101 (206)408-8500 www, nelsonworidwide.com consultants Description: NO: By: Date: PERMIT SET REVIEW CF 07/03/19 revisions 2835 82ND AVE. SE SUITE S-1 r r MERCER ISLAND, WA 98040 client TABOR 100 TENANTIMPROVEMENT 7100 FORT DENT WAY, SUITE 100 TUKWILA, WA 98168 project name & address COVER SHEET sheet title RE JUL PUBLICTUKWIC WORKS seal RECEIVED CITY OF TUKWILA JUL 10 2019 PERMIT CENTER nOFWAS Proj. No: 19.0000974.000 Designer: BMT Drawn By: CF Reviewed By: NG Project Manager: BMT Approved By: AS lil \ 1■lt ALL DIMENSIONS AND CONDITIONS MUST BE CHECKED AND VERIFIED ON sITE BY THE CONTRACTOR AND SUB -CONTRACTORS PRIOR TO PERFORMING THE WORK THE PROJECT MANAGER SHAM BE NOTIFIED IN WRITING OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK Full size 24" x 36" ? size = 12" x 1t r ll" x 17" - NT5 0 © NELSON WORLDWIDE LLC 2019 ALL RIGHTS RESERVED ;) 1>� LIFE SAFETY PLAN - GROUND LEVEL 1/8"=1,-0" EGRESS AND LIFE SAFETY GENERAL NOTES 1. EXIT DOORS SHALL BE OPERABLE FROM THE EGRESS SIDE WITHOUT SPECIAL KNOWLEDGE, EFFORT OR THE USE OF A SPECIAL KEY OR LATCH. 2. EXIT DOORS SHALL SWING IN THE DIRECTION OF TRAVEL WHEN SERVING AN OCCUPANT LOAD OF 50 OR MORE OR AN "H" OCCUPANCY. 3. UNLATCHING FORCE OF PANIC HARDWARE SHALL NOT EXCEED 15 POUNDS WHEN APPLIED IN THE DIRECTION OF TRAVEL. 4. CORRIDORS SHALL BE MAINTAINED WITH A MINIMUM CLEAR WIDTH OF 44" AND 7-6„ MINIMUM HEIGHT. 5. EXIT DOORS SHALL BE A MINIMUM OF 32" CLEAR WIDTH & MAXIMUM 48" WIDE LEAF. MINIMUM V-8„ DOOR HEIGHT. 6. DOORS IN ANY POSITION SHALL NOT REDUCE THE REQUIRED CORRIDOR EXIT WIDTH BY MORE THAN HALF. 7. EXIT ACCESS HAS BEEN BASED UPON PROGRAMATIC INFORMATION PROVIDED TO NELSON BY THE INTENDED OCCUPANT OF THIS SPACE. ARCHITECT SHALL NOT BE HELD RESPONSIBLE FOR ANY CONSEQUENCES WHICH MAY RESULT FROM THE CHANGE OF USE OR OCCUPANT LOAD AFTER PROJECT COMPLETION. 8. EXIT SIGNAGE SHALL BE INTERNALLY ILLUMINATED AT ALL TIMES WITH EMERGENCY ELECTRICAL BACK-UP POWER. 9. EXIT SIGN ILLUMINATION SHALL NOT BE LESS THAN 5 FOOT CANDLES EXIT SIGNS SHALL HAVE TWO POWER SOURCES, ONE FROM THE PREMISES WIRING SYSTEM, THE OTHER FROM BATTERIES, 10. FINAL PLACEMENT OF EXIT SIGNS IS SUBJECT TO APPROVAL AND MODIFICATION OF THE FIRE DEPARTMENT FIELD INSPECTOR. EXIT PLAN LEGEND EXIT EXIT EAD EXIT ACCESS DOOR Q- - >- TOTAL DISTANCE v ® ® EXIT SIGNAGE — DIRECTIONAL i— — — — — — NON -DIRECTIONAL FEC FIRE EXTINGUISHER CABINET SUITE 100 CODE ANALYSIS OCCUPANT LOAD: 100 SF PER OCCUPANT FOR OFFICE USE m � o vo °� r`u �¢° °tea 0(D 0 �a ao o° SUITE 100 B 10,726 100 108 EXITING REQUIRED NUMBER OF EXITS: 50-500 OCC LOAD = 2 EXITS GROUP B TABLE 1006.Z.1 & TABLE 1006.3.1 COMMON PATH OF EGRESS: 100' MAX. Wj SPRINKLERS GROUP B TABLE 1006.2.1 SEPARATION OF EXITS: MIN 1/3 MAX OVERALL DIAGONAL SECTION 1007 DIM OF SPACE SERVED W1 SPR EXIT ACCESS TRAVEL DISTANCE: 300' W%SPRINKLERS GROUP B TABLE 1017.2 PROVIDED 3 *77' ±112' ±115' 2015 IBC SECTION 1008 MEANS OF EGRESS ILLUMINATION REQUIRED The means of; egress serving a room or space shall be illuminated at all times that the room or space is occupied; illumination level shall be not less than 1 footcandle at the walking surface. The power supply for means of egress illumination shall normally be provided by the premises' electrical supply. In the event of power supply failure in rooms and spaces that require two or more means of egress, an emergency electrical system shall automatically illuminate all of the following areas: 1. Aisles, 2. Corridors, 3. Exit access stairways and ramps. In the event of power supply failure in buildings that require two or more means of egress, an emergency electrical system shall automatically illuminate all of the following areas: 1. Interior exit access stairways and ramps. 2. Interior and 0 4'4" V-0" 16'-0" SCALE: 1/8" = V-0„ EMERGENCY ILLUMINATION FOR BUILDINGS AND DURATION OF ILLUMINATION (1008.3.2--1008.3.5) In the event of power supply failure in Rooms and spaces, an emergency electrical system shall automatically illuminate all of the following areas: 1. Electrical equipment rooms, 2. Fire command centers, 3. Fire pump rooms, 4. Generator rooms, S. Public restrooms with an area greater than 300 square feet. The emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or an on -site generator.. Illumination level under emergency power, the lighting facilities shall be arranged to provide initial illumination that is not less than an average of 1 footcandle and a minimum at any point of 0.1 footcandle measured along the path of egress at floor level. it of 0;08 D1 Aft B duration: copof 40 to Y 0 EBUILDINGDIVISION OR ANCE D 19 ila ION i RECEIVED CITY OF TUKWILA JUL 10 2019 1200 Fifth Ave., Suite 1300 Seattle, WA 98101 (206)408.8500 www, nelsonworldwide.com consultants Description: No: By: Date: PERMIT SET REVIEW CF 07/03/19 TABOR 100 TENANT IMPROVEMENT 7100 FORT DENT WAY, SUITE 100 TUKWILA, WA 98168 project name & address LIFE SAFETY PLAN sheet title K seal Proj. No: 19.0000974.000, Designer: BMT Drawn By: CF Reviewed By: NG Project Manager: BMT Approved By: AS PERMIT CENTER ALL DIMENSIONS AND CONDITIONS MUST BE CHECKED AND VERIFIED ON SITE BY THE CONTRACTOR AND SUB -CONTRACTORS PRIORTO PERFORMING THE WORK. THE 1 PROJECT MANAGER SHALL BE NOTIFIED IN WRITING OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. i © NELSON WORLDWIDE, LLC 2019 ALL RIGHTS RESERVED GENERAL NOTES ABBREVIATIONS GENERAL LEGEND 1. THE WORK SHALL CONFORM TO THE APPLICABLE BUILDING CODE 14. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING 38. CHANGES IN THE SCOPE OF WORK OR IN CONSTRUCTION DETAILS, A G Q SHEET NUMBER GRAPHIC SCALE BUILDING SECTION TAG AND OTHER ORDINANCES, CODES AND REGULATIONS LISTED ON THE WORK OF ALL SUB -CONTRACTORS AND SHALL PERFORM SUCH WHETHER DUE TO FIELD CONDITIONS OR OMISSIONS BY THE NELSOK A/C AIR CONDITIONING GL GLASS or GLAZING QT QUARRY TILE THE DRAWINGS, AND REQUIRED BY LOCAL BUILDING AUTHORITIES. MISCELLANEOUS WORK AS MAY BE NECESSARY FOR THEM TO CONTRACTOR, ARCHITECT OR OWNER, SHALL BE DOCUMENTED BY /\ _ .{ 0 8'-0" 16'-0" 32'-0" BECKON Nelw Architecture, Inc. THE GOVERNING CODES, RULES AND REGULATIONS ARE COMPLETE THEIR WORK. IT IS EXPECTED THAT THE GENERA! THE ARCHITECT AND APPROVED, PRIOR TO EXECUTION. A/C UNIT AIR CONDITIONING UNIT GRD GROUND QTY QUANTITY J/_�\ 1 COLLECTIVELY REFERRED TO AS 'THE CODE." THE CONTRACTOR CONTRACTOR SHALL ALSO CLOSELY COORDINATE THE WORK WITH A/E ARCHITECT/ENGINEER GW8 GYPSUM WALL BOARD 1 DESIGNATION 1 SHALL REPORT ANY INCONSISTENCIES, CONFLICTS OR OMISSIONS THAT OF ALL OTHER VENDORS RETAINED BY THE CLIENT TO 39. THE PRESENCE OF A REPRESENTATIVE OF THE ARCHITECT ON THE A(V AUDIO VISUAL GYP GYPSUM R JOB SITE DOES NOT IMPLY CONCURRENCE WITH OR THE APPROVAL ACT ACOUSTICAL CEILING TILE R or RAD RADIUS SCALE: 1/16" 1'-0" A- .i A-0.1 DISCOVERED TO THE ARCHITECT FOR INTERPRETATION PRIOR TO ASSURE THAT ALL SCHEDULES ARE MET AND THAT WORK PROCEEDS SHEET NUMBER OF ANY WORK. THE CONTRACTOR SHALL CALL TO THE ATTENTION AD] ADJACENT H RB RUBBER BASE PERFORMING THE WORK. WITHOUT DELAY. SHEET GROUP SHEET- NUMBER OF THE ARCHITECT, IN WRITING, ALL SPECIFIC ITEMS FOR WHICH AFF ABOVE FINISH FLOOR H HIGH RBR RUBBER 2. THE GENERAL CONTRACTOR SHALL CONTACT BUILDING 15, BIDDERS, BEFORE SUBMITTING PROPOSALS, SHALL VISIT AND ARCHITECTS REVIEW IS REQUIRED. AHJ AUTHORITY HAVING HB HOSE BIB RCP REFLECTED CEILING PLAN DISCIPLINE CODE MANAGEMENT TO DETERMINE THE RULES OF THE BUILDING CAREFULLY EXAMINE THE AREA AFFECTED BY THE WORK TO 40. UPON SUBSTANTIAL COMPLETION OF WORK THE CONTRACTOR JURISDICTION HC HOLLOW CORE RECEPT RECEPTACLE 1200 Fifth Ave., Suite 1300 RELATIVE TO CONSTRUCTION; WHEN AND HOW DELIVERIES CAN BE FAMILIARIZE THEMSELVES WITH EXISTING CONDITIONS AND ANY SHALL PREPARE A "PUNCHLIST" OF CORRECTIONS AND AHU AIR HANDLING UNIT HDW HARDWARE RECT RECTANGULAR Seattle, WA 98101 ING UNSATISFACTORY AND/OR INCOMPLETE WORK FOR REVIEW BY THE ( ) REF REFERENCE MADE, WHAT PHASES AND TYPES OF CONSTRUCTION MAY BE DONE DIFFICULTIES THAT MAY AFFECT EXECUTION OF THE WORK. ALT ALTERNATE HEX HEXAGONAL WALL SECTION TAG (206) 408-8500 ON REGULAR OR OVERTIME BASIS, AND IN GENERAL ANY SPECIAL SUBMISSION OF A PROPOSAL WILL BE CONSTRUED AS EVIDENCE ARCHITECT. ALUM ALUMINUM REINF REINFORCING or NORTH ARROW INTERIOR ELEVATION TAG jotl-SECTION www.nelsonworldwide.com BUILDING REQUIREMENTS WHICH WILL AFFECT THE COST OF ALL THAT SUCH AN EXAMINATION HAS BEEN MADE, AND LATER CLAIMS ANOD ANODIZED REINFORCEMENT 1 DESIGNATION WORK BORNE BY THE GENERAL CONTRACTOR. ALL WORK SHALL WILL NOT BE RECOGNIZED FOR EXTRA LABOR, EQUIPMENT, OR 41. THE CONTRACTOR SHALL MAINTAIN AT THE SITE, ONE RECORD APPROX APPROXIMATE HM HOLLOW METAL REQ'D REQUIRED /'(�� PLAN NORTH 1 CONFORM TO ALL BASE BUILDING STANDARD SPECIFICATIONS AND MATERIALS, REQUIRED BECAUSE OF DIFFICULTIES ENCOUNTERED COPY OF ALL DRAWINGS, PERMITS, SUBMITTALS AND SAMPLES ON ARCH ARCHITECT HORIZ NORIZONTAL RET RETURN A-0.1 BUILDING REGULATIONS, WHICH THE CONTRACTOR SHALL OBTAIN WHICH COULD HAVE BEEN REASONABLY FORESEEN HAD SUCH WHICH TO RECORD ALL CHANGES DURING CONSTRUCTION. ACCESS AUTO AUTOMATIC HR HOUR REV REVISE or REVISION„ j-/j PRIOR TO SUBMISSION OF BID. EXAMINATION BEEN MADE. THE GENERA! CONTRACTOR SHALL TO THESE SHALL BE PROVIDED FOR THE USE OF ALL TRADES, AVG AVERAGE HT HEIGHT RH RIGHT HAND ELEVATION SHEET NUMBER 4 A-0.1 2 DESIGNATION VERIFY ALL CONDITIONS AND DIMENSIONS ON THE JOB SITE AND CLIENT REPRESENTATIVES AND THE ARCHITECT, DURING ALL HTG HEATING RHR RIGHT HAND REVERSE 3. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SUB- REPORT ANY AND ALL DISCREPANCIES AND/OR UNUSUAL PHASES OF CONSTRUCTION. B HTR HEATER RM ROOM CONTRACTORS' RECEIPT OF COMPLETE SETS OF THESE DOCUMENTS, CONDITIONS TO THE ARCHITECT PRIOR TO FINALIZING BIDS OR 42. DURING THE COURSE OF CONSTRUCTION, ACTUAL LOCATIONS B/S BUILDING STANDARD HVAC HEATING VENTILATION & RO ROUGH OPENING g SHEET NUMBER AS WELL AS ALL FUTURE ADDENDA, BULLETINS, FIELD DIRECTIVES COMMENCEMENT OF ANY CONSTRUCTION. SHALL BE INDICATED TO SCALE IN RED INK ON THE OWNERS BETW BETWEEN AIR COND. ROW RIGHT OF WAY DETAIL SECTION TAG SECTION BLK BLOCK FIT RUBBER TILE AND CHANGE ORDERS. RECORD DRAWINGS FOR ALL RUNS OF MECHANICAL AND BEV BEVELED HW HOT WATER RPM N 16. THE GENERAL CONTRACTOR SHALL MAKE KNOWN ANY AND ALL 1 DESIGNATION 4. THE CONTRACTOR SHALL COORDINATE WITH BUILDING ELECTRICAL WORK INCLUDING CONCEALED WORK WHICH DEVIATES BLDG BUILDING HWY HIGHWAY RSF RENTABLE SQUARE FEET LIMITATIONS, EXCLUSIONS, OR MODIFICATIONS TO THE PROJECT COLUMN SYMBOL &GRID LINES DATUM POINT MANAGEMENT THE STORAGE OF MATERIALS AND SHALL PROVIDE DURING THE BID SELECTION PERIOD. ANY AND ALL LIMITATIONS, FROM THE DRAWINGS. UPON COMPLETION OF THE PROJECT, PROTECTION AS NECESSARY TO PREVENT VANDALISM AND LOSS OF EXCLUSIONS, OR MODIFICATIONS NOT ITEMIZED IN THE BID INCLUDING ALL PUNCHUST ITEMS, THIS INFORMATION SHALL BE BLKG BLOCKING I RTU ROOF TOP UNIT MATERIALS BY THEFT OR DAMAGE SUSTAINED DUE TO EXPOSURE PROPOSAL DOCUMENTS ARE PRESUMED "INCLUDED", IN WHICH - NEATLY TRANSFERRED BY THE CONTRACTOR TO A SET OF BSMT BASEMENT IN INCHES RWC RAINWATER CONDUCTOR �/ -�- SHEET NUMBER TO INAPPROPRIATE ENVIRONMENTAL CONDITIONS AND WILL CASE NO ADDITIONAL MONIES WILL BE ALLOCATED FOR THIS DRAWINGS, WHICH SHALL BE MARKED "AS BUILT SET" AND COPIES BTM BOTTOM INCAND INCANDESCENT X REPAIR AND REPLACE DAMAGE OR LOSSES AT THE CONTRACTOR'S WORK, SHALL BE PROVIDED TO BOTH THE OWNER AND THE ARCHITECT. BTU BRITISH THERMAL UNIT INCL INCLUDE(ING) or S EXPENSE WITHOUT CHARGE TO THE OWNER. WITHIN THREE (3) WEEKS (15 BUSINESS DAYS) OF THE RECEIPT OF INCLUSIVE S SOUTH EXTERIOR ELEVATION TAG 17. EXISTING CONSTRUCTION AND DIMENSIONS SHOWN ARE PER C INFO INFORMATION SAN SANITARY S. WHERE ADJACENT AREAS BEYOND THE IMMEDIATE CONSTRUCTION THE "AS BUILT SET." APPROVAL FOR FINAL PAYMENT AU THE SB STONE BASE /� EXISTING DRAWINGS. ALL EXISTING INFORMATION MUST BE CER CERAMIC INSUL INSULATION - --------- -- SECTION AREA WILL BE OCCUPIED DURING THE CONSTRUCTION PERIOD, THE CONTRACTOR SHALL BE GRANTED, OR REASONABLE CAUSE SHOWN � VERIFIED IN THE FIELD. NEITHER THE OWNER NOR THE ARCHITECT CF CUBIC FEET INT INTERIOR Sc SOLID CORE DESIGNATION J CONTRACTOR SHALL: IS RESPONSIBLE FOR ACCURACY OF EXISTING INFORMATION. WHY SUCH APPROVAL HAS BEEN DENIED. CI CONTROL JOINT SCHED SCHEDULE ILLIX LL a. CONFORM TO OWNERS AND TENANT REQUIREMENTS FOR EXISTING CONSTRUCTION CONDITIONS IN AREAS WHERE NEW 43. PRIOR TO THE COMPLETION OF THE WORK, THE CONTRACTOR CL CENTERLINE SCHEM SCHEMATIC A-0.1 z HOURS OF CONSTRUCTION OPERATIONS, ACCESS TO WORK IS NOT PLANNED MAY BE NOT COMPLETELY SHOWN. SHALL ASSEMBLE AND FURNISH THE CLIENT A COMPLETE SET OF CLG CEILING ]AN CLOS JANITOR'S CLOSET SE SOUTHEAST SHEET NUMBER TENANT SPACES AND ALLOWABLE NOISE LEVEL DURING 18. WITHIN ONE (i) WEEK (FIVE BUSINESS DAYS}, OF THE AWARD OF MANUFACTURERS' CATALOG, OPERATING INSTRUCTIONS, START-UP CLOS CLOSET JB JUNCTION BOX SECT SECTION w z TENANT BUSINESS HOURS THIS CONTRACT, PRIOR TO MOBILIZATION FOR ANY WORK, THE CHECKLISTS, MAINTENANCE INSTRUCTIONS AND SIMILAR DATA, AS CLR CLEAR JST JOIST SF SQUARE FOOTAGE VERTICAL ELEVATION SPOT ELEVATION I WELL AS ALL GUARANTEE(S) FOR ALL EQUIPMENT AND OPERABLE CMU CONCRETE MASONRY UNIT JT JOINT SHWR SHOWER 5i b. ENSURE THAT CONSTRUCTION OPERATIONS DO NOT BLOCK CONTRACTOR SHALL FURNISH A CONSTRUCTION SCHEDULE DEVICES FURNISHED OR INSTALLED BY THE CONTRACTOR UNDER COL COLUMN SIM SIMILIAR LEVEL NAME PARTIAL PLAN & DETAIL TAG HALLWAYS, ACCESSIBLE ROUTES OR MEANS OF EGRESS FOR SHOWING CHRONOLOGICALLY THE PHASES OF THE WORK, AND ALL - LEVEL NAME m THIS CONTRACT, AND SHALL ORIENT AND INSTRUCT THE CONC CONCRETE K SPEC SPECIFICATION(5) _ _ 12 TENANTS OF BUILDING. RELATED WORK FOR COMPLETION OF THE PROJECT. THIS SCHEDULE PERSONNEL DESIGNATED BY THE CLIENT IN THE OPERATION OF ALL KD KNOCK DOWN ELEVATION HT ELEVATION HT PLAN OR DETAIL a SHALL INDICATE ALL ORDERING LEAD TIMES, LENGTH OF TIME FOR CONSTR CONSTRUCTION SPKR SPEAKER c. ENSURE THAT CONSTRUCTION OPERATIONS DO NOT CAUSE SUCH EQUIPMENT. CONT CONTINUOUS KIT KITCHEN SQ SQUARE 1 DESIGNATION ri EACH PHASE, ITS START AND COMPLETION, WITH A PROJECTED SIM Q, INTERRUPTIONS OF ELECTRICAL SERVICES TO THE TENANTS COMPLETION DATE. 44. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER IN THE CONTR CONTRACTOR SQ FT SQUARE FOOT OF THE BUILDING WITHOUT PRIOR NOTIFICATION AND CORR CORRIDOR L MATCH LINE BREAK LINE � A-0.1 G SIMILAR DETAIL c APPROVALS. THE CONTRACTOR SHALL PROPERLY PROTECT' 19. THE GENERAL CONTRACTOR AND SUB -CONTRACTORS SHALL ATTEND EVENT THAT MOLD OR ASBESTOS IS UNCOVERED. THE OWNER SSTL STAINLESS STEEL n SHALL RETAIN A QUALIFIED CONSULTANT WHO SHALL ARRANGE CPT CARPET L LOW ST STREET R ' a SHEET NUMBER ALL FLOORS, MAIL CHUTES AND STAIR DOORS IN PUBLIC JOB MEETINGS REQUIRED BY THIS CONTRACT. FOR THE PROMPT IDENTIFICATION, TESTING, TREATMENT, CT CERAMIC TILE LAM LAMINATE(D) STD STANDARD 02/ A2-1-11\-_- CONSTRUCTION TRAFFIC. SHOE WIPING CTR CENTER LAV LAVATORY AREAS SUBJECT TO CONSTRUCTION 20. ALL REQUIRED PERMITS MUST BE OBTAINED FROM THE FIRE REMEDIATION AND STORAGE OF THE MOLD OR ASBESTOS AS STL STEEL I L SHEET NUMBER C, MATS WILL BE INSTALLED AT ALL OPENINGS BETWEEN DEPARTMENT PRIOR TO START OF CONSTRUCTION. REQUIRED BY LAW AND GOOD CONSTRUCTION PRACTICES. THE CU FT CUBIC FEET LF LINEAR FEEL- STOR STORAGE IL_ rn CONSTRUCTION AREAS AND ALL PUBLIC SPACES. ALL ACTIVE 21. ALL COSTS FOR INSPECTIONS AND/OR TESTS SHALL BE THE ARCHITECT SHALL BEAR NO RESPONSIBILITY FOR WORK RELATED LH LEFT HAND STRUCT STRUCTURE or DETAIL NUMBER DRAWING TITLE AREAS SHALL BE KEPT CLEAN AND FREE FROM DEBRIS. TO THESE MATERIALS. D LHR LEFT HAND REVERSE STRUCTURAL RESPONSIBILITY OF THE CONTRACTOR, UNO. D DEPTH LL LIVE LOAD SUSP SUSPENDED i PLAN, d. ERECT AND MAINTAIN TEMPORARY BRACING, LIGHTS, 22. THE CONTRACTOR SHALL PAY THE EXPENSES FOR ALL 45. THE CONTRACTOR IS ADVISED THAT THE PREMISE HAS NOT BEEN DBL DOUBLE p LONG LONGITUDINAL SW SOUTHWEST CENTERLINE LEADERS WARM G SIGNS PARTITIONS, BARRICADES, FENCES AND TESTED FOR LEAD PAINT OR OTHER POTENTIALLY HAZARDOUS LVL LEVEL SYMB SYMBOL A-0.1 Sca WARNING SIGNS AS NECESSARY TO PREVENT INJURY, NOISE, TRANSPORTATION, HOISTING AND ELEVATOR USE CHARGES L ALL DEG DEGREES TITLE MATERIALS. THE CONTRACTOR SHALL USE ALL APPROPRIATE S MATERIALS E EQUIPMENT A THE POINT OF USE, AND SHALL BE DEMO DEMOLITION or DEMOLISH LVT LUXURY VINYL TILE SYS SYSTEM - - _ NOTES & KEYNOTE LEADER DETAIL NUMBER o DUST AND INCONVENIENCE TO OTHER TENANTS, THE PUBLIC, RESPONSIBLE FOR ALL UNLOADING, CHECKING AND STORAGE OF PRECAUTIONS IN THE CARRYING OUT OF ALL CONSTRUCTION DEPT DEPARTMENT �� consultants AND TO PREVENT DAMAGE TO ADJACENT CONSTRUCTION OPERATIONS WHICH MIGHT DISTURB SUCH MATERIALS. SCALE ISai THE SAME IN CONNECTION WITH THIS CONTRACT. DF DRINKING FOUNTAIN M T AREA & EQUIPMENT WHICH TO BE LEFT IN PLACE. 46. ALL CONTRACTORS SHALL CARRY PROPERTY DAMAGE AND PUBLIC DIAG DIAGONAL M HAL METAL HALIDE T TREAD(S) or TILE Description: NO: By: Date: 23. DO NOT SCALE THESE DRAWINGS; WRITTEN DIMENSIONS SHALL TAG LEADER SHEET NUMBER • e. FOLLOW THE RECOMMENDED CONTROL MEASURES OF THE LIABILITY INSURANCE AS REQUIRED BY ANY GOVERNING AGENCIES DIAM DIAMETER MAINT MAINTENANCE T&B TOP &BOTTOM p SHEET METAL AND AIR CONDITIONING NATIONAL GOVERN. SHOULD ANY DIMENSIONAL DISCREPANCIES BE HAVING JURISDICTION AND COMPLYING WITH STATUTORY DISP DISPENSER MAS MASONRY T&G TONGUE & GROOVE PERMIT SET REVIEW CF 07/03/19 ENCOUNTERED, CLARIFICATIONS SHALL BE OBTAINED FROM THE ON DOWN MAIL MATERIAL T'STAT THERMOSTAT v CONTRACTORS ASSOCIATION (SMACNA) IAQ GUIDELINES FOR OFFICE OF THE ARCHITECT. REQUIREMENTS FOR DISABILITY AND WORKMEN'S COMPENSATION. MAX MAXIMUM TB TILE BASE ROOM NAME & NUMBER TAG PARTITION TAG WALL TYPE LEGEND OCCUPIED BUILDINGS UNDER CONSTRUCTION, 2ND EDITION DR DOOR(S) 2007, ANSI/SMACNA 008-2008 (CHAPTER 3). PROTECT STORED 24. LARGE SCALE DETAILS SHALL GOVERN OVER SMALLER SCALE PLANS DTL DETAIL MECH MECHANICAL TDB TO BE DETERMINED ROOM ROOM w ON -SITE AND INSTALLED ABSORPTIVE MATERIALS FROM AND ELEVATIONS. DWG DRAWING TEL TELEPHONE 1B _.� NOT IN CONTRACT (NIC) MED MEDIUM v MOISTURE DAMAGE. DWR DRAWER MEZZ MEZZANINE TEMP TEMPORARY or 101 102 .c 25. INSTALL ALL EQUIPMENT AND MATERIALS PER MANUFACTURERS' -EXISTING CONSTRUCTION TO REMAIN c� MFR MANUFACTURER TEMPERATURE f. IF PERMANENTLY INSTALLED AIR HANDLERS ARE USED RECOMMENDATIONS. ANY DIFFICULTIES ARE TO BE REPORTED TO E MIN MINUMUM TERR TERRAZZO I: DURING CONSTRUCTION, FILTRATION MEDIA WITH A THE ARCHITECT IMMEDIATELY. MISC MISCELLANEOUS FURNITURE TAG _ �qr-NEW FULL HEIGHT PARTITION MINIMUM EFFICIENCY REPORTING VALUE (MERV) OF 8 MUST E EAST TG TEMPERED GLAZING rn 26. THE CONTRACTOR AND EACH SUB -CONTRACTOR SHALL WARRANTY EA EACH MO MASONRY OPENING THK THICK 3 BE USED AT EACH RETURN AIR GRILLE. li o =EXISTING CONSTRUCTION TO BE REMOVED a ALL WORK PERFORMED BY THEM DIRECTLY FOR A MINIMUM PERIOD EF EXHAUST' FAN MTG MOUNTING THRES THRESHOLD -' 6. CUTTING, CHASING, DRILLING OR DEMOLITION OF WALLS, SLABS, OF ONE (1) YEAR, OR AS SPECIFIED IN THE CONSTRUCTION EJ EXPANSION JOIN MTL METAL THRU THROUGH EXISTING GLAZING TO REMAIN ETC. REQUIRING THE USE OF JACKHAMMERS OR OTHER HEAVY CONTRACT. ALL DEFECTS OCCURING IN THE GUARANTEED PERIOD ELEC ELECTRIC(CAL) TOC TOP OF CONCRETE/CURB EQUIPMENT TAG WINDOW TYPE TAG w HAND OR POWER TOOLS SHALL BE PERFORMED AFTER REGULAR SHALL BE CORRECTED AT NO ADDITIONAL COST. ELEV ELEVATION or ELEVATOR N TOS TOP OF STEEL NI BUSINESS HOURS ON AN OVERTIME BASIS IF NECESSARY, UNLESS 27. THE CLIENT, ARCHITECT, CONSULTANTS AND ALL INSPECTORS FROM EMERG EMERGENCY N NORTH TOW TOP OF WALL -, EXISTING GLAZING TO BE REMOVED THE BUILDING MANAGEMENT AND ANY AFFECTED TENANTS PERTINENT AGENCIES SHALL BE PERMITTED ACCESS TO THE JOB ENCL ENCLOSURE N/A NOT APPLICABLE / NOT TRANSF TRANSFORMER XX99 I 1 1 EXISTING CASEWORK/FURNITURE TO REMAIN 1 PROVIDE A WRITTEN WAIVER EXPRESSLY PERMITTING OTHERWISE. SITE AT ALL TIMES DURING NORMAL WORKING HOURS. ENGR ENGINEER ENTR ENTRANCE NE NORTHEAST TYP TYPICAL m 7. THE GENERAL CONTRACTOR SHALL ASSUME SOLE AND COMPLETE 28. MINOR DETAILS NOT SHOWN OR SPECIFIED, BUT NECESSARY FOR EQ EQUAL NEC NATIONAL ELECTRIC CODE U KEY NOTE DRAWING REVISIONS E EXISTING CASEWORK/FURNITURE TO BE REMOVED RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE PROPER CONSTRUCTION OF ANY PART OF THE WORK, SHALL BE EQUIP EQUIPMENT NEG NEGATIVE UC UNDERCUT OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS, UNLESS EW EACH WAY NIC NOT IN CONTRACT UL UNDERWRITER'S REVISION NUMBER D PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY EWC ELECTRIC WATER COOLER LABORATORY �.J CONTINUOUSLY AND NOT BE LIMITED RE NORMAL WORKING OTHERWISE AGREED UPON. WHERE THE CONTRACT, NO NUMBER HOURS. THE CONTRACTOR SHALL PROVIDE PUBLIC PROTECTION, AS CONSTRUCTION NOTES OR DRAWINGS CALL FOR ANY WORK OF A EXH EXHAUST NOM NOMINAL UNO UNLESS NOTED REVISION DELTA u MORE STRINGENT NATURE THAN THAT REQUIRED BY THE BUILDING EXIST EXISTING NRC NOISE REDUCTION OTHERWISE NECESSARY AND REQUIRED BY GOVERNING AGENCIES HAVING revisions CODE, OR ANY OTHER ENTITY HAVING GENT JURISDICTION OVER THE T EXP EXPANSION COEFFICIENT UPS UNINTERRUPTABLE POWER ALIGNMENT _. JURISDICTION, UNTIL CLIENT ACCEPTANCE OF THE PREMISES. NTS NOT TO SCALE WORK, THE WORK OF THE MORE STRINGENT NATURE CALLED OUT EXT EXTERNAL or EXTERIOR SUPPLY FIRE EXTINGUISHER /^� 8. THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR THE SHALL BE FURNISHED IN ALL CASES. NW NORTHWEST' UR URINAL (� NEW CONSTRUCTION TO ALIGN OR JCR PROVISION AND MAINTENANCE OF ALL BRACING, SHORING, 29, DETAILS ARE INTENDED TO SHOW THE INTENT OF THE DESIGN. F USF USABLE SQUARE FOOTAGE t i FLUSH WITH EXISTING CONSTRUCTION FEC z ENCLOSURES, BARRIERS OR SCAFFOLDING REQUIRED TO PROVIDE A MINOR MODIFICATIONS MAY BE REQUIRED TO SUITE FIELD FC FOOT CANDLES OC ON CENTER UTIL UTILITY SURFACE MOUNTED CABINET DEVELOPMENT SAFE WORKING ENVIRONMENT AS DICTATED BY SITE CONDITIONS CONDITIONS. REQUIRED MODIFICATIONS SHALL BE INCLUDED AS FCO FLOOR CLEAN OUT OCC OCCUPANCY or OCCUPANT Q AND THE PROGRESS OF WORK. PART OF THE WORK. FD FLOOR DRAIN OFF OFFICE V p 9. DURING THE ENTIRE CONSTRUCTION PERIOD, ALL EXITS, EXIT FE FIRE EXTINGUISHER V VOLT or VENT OBJECT STATE FEC 2835 82ND AVE. SE LIGHTING, FIRE PROTECTION DEVICES AND ALARMS SHALL BE 30. ALL WORK SHALL BE EXECUTED IN A WORKMANLIKE MANNER BY FEC FIRE EXTINGUISHER OH OVERHEAD VAP RET VAPOR RETARDER -�- RECESSED CABINET MECHANICS AND TRADES PERSONS SKILLED IN THEIR RESPECTIVE CABINET OPG OPENING VAR VARIES (E) EXISTING TO REMAIN SUITE S-1 CONTINUOUSLY MAINTAINED IN CONFORMANCE WITH LOCAL TRADES AND IN ACCORDANCE WITH THE BEST TRADE PRACTICES. FF FINISH FLOOR OPP -OPPOSITE VB VINYL BASE I , - MERCER ISLAND WA .0 BUILDING CODE AND OTHER GOVERNING ENTITY REQUIREMENTS. FHC FIRE HOSE CABINET OZ OUNCE(S) VCT VINYL COMPOSITION TILE (N) NEW FE 98049 LL ALL EXISTING, SERVICES AND DEVICES SHALL REMAIN ACTIVE, UNO. 31. THE CONTRACTOR SHALL CONFIRM THE AVAILABILITY AND FIG FIGURE VENT VI NTI COMPOSITION (R) RELOCATED WALL MOUNTED W/0 CABINET DELIVERY TIMES FOR ALL SPECIFIED MATERIALS AND EQUIPMENT 00 10. THE CONTRACTOR SHALL PROTECT THE PROPERTY OF THE CLIENT FIN FINISH P VERT VERTICAL client REQUIRED TO PERFORM THE WORK UPON RECEIPT OF THE # III POUND (X) EXISTING TO BE REMOVED AND THE BUILDING OWNER. INCLUDING, BUT NOT LIMITED TO, CONTRACT DOCUMENTS. SHOULD THE AVAILABILITY OF SPECIFIED FIXT FIXTURE % PERCENT VEST VESTIBULE •`oo WINDOWS, FLOOR AND CEILING FINISHES, PUBLIC TOILETS, ITEMS POSE A DELAY TO THE ON -TIME COMPLETION OF THE FLEX FLEXIBLE PART - PARTIAL VIF VERIFY IN FIELD - PLUMBING FIXTURES ELEVATORS, FLOUR FLOURESCENT TABOR 100 VATORS, DOORS AND FRAMES, ELECTRICAL AND VOL VOLUME t- PROJECT, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT o FLR FLOOR PASS PASSAGE VTR VENT THROUGH ROOF DOORS o CONDITIONING EQUIPMENT. THE CONTRACTOR SHALL PROTECT IMMEDIATELY AND PROPOSE AN EQUIVALENT SUBSTITUTION TO BE FED PEDESTAL TENANT IMPROVEMENT FOC FACE OF CONCRETE VWC VINYL WALL COVERING TOILET MOP- ^ ADJOINING PROPERTY. DAMAGE CAUSED BY THE CONTRACTOR'S REVIEWED BY THE ARCHITECT IF SUCH A DELAY IS NOT PERF PERFORATED UTILITY SINK FONT FACE OF MASONRY 7100 FORT DENT WAY SUITE 100 o WORK OR WORKMEN MUST BE MADE GOOD, IN A TIMELY FASHION. ACCEPTABLE. PERP PERPENDICULAR ' PATCHING AND REPLACEMENT OF DAMAGED WORK SHALE L BFOS FACE OF STUD W ® URINAL TUKWILA os 32. SUBSTITUTION OF ALL EQUALS SHALL BE ONLY AS APPROVED BY FP FIRE PROTECTIONS PL PLATE or PROPERTY LINE W WEST or WATT EXISTING DOOR TO REMAIN , WA 98168 N PERFORMED AT THE COST OF THE CONTRACTOR. THE CONTRACTOR THE ARCHITECT. WHERE THE TERM "OR EQUAL" IS USED THE FPL FABRIC PANEL PLAM PLASTIC LAMINATE W WITH project name & address SHALL BE FULLY RESPONSIBLE FOR ALL SUB -CONTRACTORS. IF THE ARCHITECT SHALL BE THE SOLE JUDGE OF EQUALITY BASED UPON PLAS PLASTIC / SINK - 1X SHOWER P J FRTWD FIRE W/O WITHOUT ® COUNTER c CONTRACTOR FAILS TO COMPLETE THE REPAIRS IN A TIMELY PLYWD, PLYWOOD a FASHION, SAID REPAIRS WILL BE MADE BY A CONTRACTOR THE INFORMATION FURNISHED BY THE CONTRACTOR. WOOD WB WOOD BASE MOUNTED SELECTED BY THE OWNER'S REPRESENTATIVE AND BACK CHARGED SUBSTITUTIONS MUST BE ACCEPTED IN WRITING BEFORE THEY MAY FT FOOT or FEET POS POSITIVE WC WATER CLOSET (TOILET) GENERAL NOTES, �o BE USED. FURR FURRING PR PAIR BI-LEVEL ACCORDINGLY. WD WOOD (SOFTWOOD) x NEW / RELOCATED / MODIFIED DOOR SINK - ABBREVIATIONS & SYMBOLS FWC FABRIC WALLCOVERING PREFAB PREFABRICATED WATER COOLER 3 11. THE CONTRACTOR SHALL INDEMNIFY AND SAVE HARMLESS THE 33. THE CONTRACTOR SHALL PREPARE SUBMITTALS FOR REVIEW BY WF WIDE FLANGE STEEL WALL PR07 PROJECT or PROJECTED sheet title THE c ARCHITECT, FOR ALL MATERIALS AND EQUIPMENT WH WATER HEATER � MOUNTED SPECIFIED. IFTHE CONTRACTOR, THE OWNER, LANDLORD, THE TENANT, AND ARCHITECT AGAINST ANY AND ALL OR THE OWNE G PROP PROPERTY or PROPOSAL R'S WP WATERPROOF o• CLAIMS AND DEMANDS FOR THE DAMAGE TO THE PROPERTY OF GALV GALVANIZED PSF POUNDS PER SQUARE FOOT REPRESENTATIVE SUBSTITUTES A MATERIAL, METHOD OF WPT WORKING POINT TOILET E ANY PERSON, FIRM OR INDIVIDUAL, OR FOR PERSONAL INJURIES GC GENERAL CONTRACTOR PSI POUNDS PER SQUARE INCH �„� ATTACHMENT, REVISES R CONSTRUCTION DETAIL, OR IN ANY WAY WT WEIGHT ' _ `�) EXISTING TO BE REMOVED PARTITION (INCLUDING DEATH) ARISING OUT OF, OR SUFFERED WHILE ALTERS THE WORK SUCH THAT IT NO LONGER CONFORMS TO THESE GEN GENERAL or GENERATOR PT PAINT W WF WELDED WIRE FABRIC ENGAGED IN, OR CAUSED, IN WHOLE OR IN PART, BY THE GFI GROUND FAULT PTN PARTITION r tOS94 DOCUMENTS, WITHOUT THE WRITTEN ACCEPTANCE OF THE INTERRUPTER RE - BRED EXECUTION OF THE WORK; THE CONTRACTOR SHALL WELL AND ARCHITECT, SUCH ACTION WILL RELIEVE THE ARCHITECT OF ANY I- EXECUTION DEFEND THE LANDLORD, TENANT AND ARCHITECT AND RESPONSIBILITY OR LIABILITY INCLUDING, BUT NOT LIMITED TO, SHALL PAY ALL MONIES AWARDED FOR SUCH DAMAGES OR AESTHETIC CONSEQUENCES, SUBSEQUENT FAILURE(S) AND INJURIES (INCLUDING DEATH), ALL COSTS INCLUDING ATTORNEY'S PERSONAL OR PROPERTY DAMAGE ATTRIBUTABLE TO THIS CHANGE. FEES SUSTAINED, AND SHALL OBTAIN A FULL ACQUAINTANCE AND 34. REVIEW OF A SPECIFIC ITEM SHALL NOT INCLUDE REVIEW OF AN RELEASE IN FAVOR OF THE LANDLORD, TENANT AND ARCHITECT, ASSEMBLY OF WHICH THE ITEM IS A COMPONENT. UNLESS SUCH LIABILITY RESULTS SOLELY FROM THE NEGLIGENCE OF THE LANDLORD, TENANT, ARCHITECT, ITS AGENTS OR 35. SUBMITTALS THAT CONTAIN EXCESSIVE ERRORS OR ARE EMPLOYEES. INCOMPLETE OR INADEQUATE MAY BE RETURNED WITHOUT ACTION. COSTS INCURRED FOR THE RESULTANT DELAYS WILL BE 12, THE ARCHITECT SHALL NOT BE HELD RESPONSIBLE FOR THE THE RESPONSIBILITY OF THE CONTRACTOR. PERFORMANCE OF ANY WORK, NOR FOR THE MEANS AND METHODS 36. REVIEW OF SUBMITTALS SHALL NOT RELIEVE THE CONTRACTOR OF AM EG L STATE OF WAS N TON seal Proj. No: 19.0000974.000 Designer: BMT OF CONSTRUCTION CHOSEN BY THE CONTRACTOR OR ANY SUB- OBLIGATIONS OR RESPONSIBILITIES FOR DEVIATIONS FROM THE Drawn By: CF Reviewed By: NG CONTRACTORS, NOR SHALL THE ARCHITECT GUARANTEE THE REQUIREMENTS OF THESE CONTRACT DOCUMENTS, UNLESS THE Project Manager: BMT Approved By: AS PERFORMANCE OF THEIR CONTRACTS. ARCHITECT IS NOTIFIED AND SPECIFICALLY APPROVES OF, THE 13. THE CONTRACTOR SHALL PERFORM DAILY CLEANING OF THE JOB DEVIATIONS AT THE TIME OF SUBMISSION. RECEIVED SITE DURING THE CONSTRUCTION PERIOD AND SHALL PROTECT 37. REVIEW OF SUBMITTALS SHALL NOT RELIEVE THE CONTRACTOR'S CITY OF TU K W ILA FINISHED WORK FROM DAMAGE. IMMEDIATELY PRIOR TO TENANT OBLIGATION FOR COORDINATION NOR WAIVE RESPONSIBILITY JUL OCCUPANCY, THE CONTRACTOR SHALL PERFORM FINAL CLEANING FOR ERRORS AND OMISSIONS IN THE SUBMITTALS, INCLUDING 10 2019 OF THE WORK AREA INCLUDING, BUT NOT LIMITED TO, WET WIPING "FIELD MEASURE." ALL DIMENSIONS AND CONDITIONS MUST BE CHECKED AND OF FURNITURE, AND CASEWORK, WASHING AND WAXING OFVCT PERMIT CENTER SUB-CONTRRACCTOOROSNPRIOR TOPEERFORRMMINGTHEWORKTHE FLOORING AND THE VACUMING OF CARPET. ALL CLEANING SHALL BE PROJECT MANAGER SHALL BE NOTIFIED IN WRITING OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. Fu 11 size. `," 'K ,6 2 15 ,. "x 17 _ N`TS - --_.-------_ CONSTRUCTION TO REMAIN = = = = = PARTITION TO BE REMOVED E _ _ _ El EXISTING CASEWORK TO BE REMOVED LVT TO BE REMOVED CARPET TO BE REMOVED DEMOLITION PLAN KEYNOTES 00 001 REMOVE LVT IN THIS AREA AND PREP SURFACE FOR NEW CARPET TO MATCH EXISTING. 002 REMOVE CARPET IN THIS AREA AND PREP FOR NEW LVT. CONFIRM SPECIFICATION WITH REBECCA DAVIDSON / JCR DEVELOPMENT. 003 REMOVE EXISTING ELECTRICAL PANELS. PATCH AND REPAIR WALLS. 1 DEMOLITION PLAN Al-1 SCALE: 1/8" = V-0" 0 4' 8' 16' SCALE: 1/8" = V-0" CONSTRUCTION PLAN LEGEND NEW PARTITION J_RRNEW DOOR. SEE A9-1 1C ALL NEW PARTITIONS TYPE TO BE IC, U.N.O. SEE A9-1 NEW CASEWORK CONSTRUCTION PLAN KEYNOTES �R 101 REMOVE EXISTING DOOR HARDWARE. PROVIDE NEW PASSAGE SET, NON -LOCKABLE DOOR HARDWARE. 1 CONSTRUCTION PLAN Al-1 SCALE: 1/8" = V-0" 0 4' 8' 16' SCALE: 1/8" = V-0" 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REMOVAL OF EXISTING CONSTRUCTION AND THE STORAGE AND REMOVAL OF SAID CONSTRUCTION, AND SHALL MAINTAIN THE AREA OF CONSTRUCTION IN A CLEAN AND ORDERLY CONDITION WITH DAILY REMOVAL OF DEBRIS. COORDINATE REMOVALS OF OTHER TRADES; REFER TO ENGINEERING DRAWINGS FOR ADDITIONAL SCOPE. 2. COORDINATE SCOPE OF DEMOLITION/REMOVAL WITH THE SCOPE OF NEW WORK. 3. THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING AND REPAIRING REQUIRED TO PERFORM THE WORK INDICATEDONTHE DRAWINGS. ALL CUTTING AND REMOVALS SHALL BE DONE NEATLY. 4. ALL EXISTING SURFACES AND EQUIPMENT TO REMAIN SHALL BE FULLY PROTECTED FROM DAMAGE. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR DAMAGE AND SHALL MAKE REPAIRS REQUIRED AT NO ADDITIONAL COST TO THE OWNER. 5. NO DEBRIS SHALL BE ALLOWED TO ACCUMULATE ON THE SITE. DEBRIS SHALL BE REMOVED BY THE CONTRACTOR AS THE JOB PROCEEDS. THE SITE SHALL BE LEFT BROOM CLEAN AT THE COMPLETION OF REMOVALS. 6. ERECT AND MAINTAIN DUSTPROOF BARRIERS TO PREVENT THE SPREAD OF DUST, FUMES, SMOKE, ETC. TO OTHER PARTS OF THE FLOOR OR BUILDING. UPON COMPLETION OF WORK, REMOVE BARRIERS AND REPAIR DAMAGED SURFACES TO MATCH ADJACENT. PROTECT HVAC SYSTEM FROM DUST & DEBRIS. CONTRACTOR TO PROVIDE FILTER MEDIA TO COVER THE MAIN RETURN AIR GRILLES. PROVIDE NEW AIR FILTERS AT MECHANICAL UNITS AT THE COMPLETION OF CONSTRUCTION. 7. COMPLY WITH APPLICABLE LOCAL, STATE AND FEDERAL CODES AND REGULATIONS PERTAINING TO SAFETY OF PERSONS, PROPERTY AND ENVIRONMENTAL PROTECTION. ANNOYANCES AND DISTURBANCES TO OTHER OCCUPANTS, PERSONNEL AND EMPLOYEES SHALL BE KEPT TO THE MINIMUM NECESSARY FOR THE PERFORMANCE OF THE WORK. 8. CONTRACTOR TO COORDINATE SHUTDOWN OF BUILDING SYSTEMS WITH THE BUILDING MANAGEMENT PRIOR TO IMPLEMENTATION. 9. IN AREA OF WORK REMOVE ALL ABANDONED PLUMBING LINES BACK TO THE RISERS, AND CAP. 10. IN AREA OF WORK REMOVE ALL ABANDONED WIRING BACK TO ELECTRICAL PANELS. COORDINATE REUSE OF FREED CIRCUITS. PROVIDE TEMPORARY LIGHT AND POWER DURING CONSTRUCTION. CONTRACTOR SHALL PROVIDE ELECTRICAL MAKE -SAFE DURING REMOVALS AND CONSTRUCTION. CONSTRUCTION GENERAL NOTES 1. CONFLICTS BETWEEN SITE CONDITIONS AND DRAWINGS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT. 2. ALL WORK SHALL BE ERECTED AND INSTALLED PLUMB, LEVEL, SQUARE AND TRUE AND IN PROPER ALIGNMENT, U.N.O. 3. ALL DIMENSIONS ARE TO FINISH CONSTRUCTION, U.N.O. DIMENSIONS NOTED "HOLD" MUST BE ACCURATELY MAINTAINED, AND SHALL NOT VARY MORE THAN t 1/8" WITHOUT WRITTEN INSTRUCTION FROM ARCHITECT. "ALIGN" MEANS TO ACCURATELY LOCATE FINISHED FACES IN THE SAME PLANE, DIMENSIONS NOTED "CLEAR" ARE MINIMUM DIMENSIONS WHICH MUST BE MAINTAINED WITHOUT EXCEPTION. DIMENSIONS MARKED t MEAN A VARIANCE NOT GREATER THAN 1 INCH, VERIFY DIMENSIONS EXCEEDING TOLERANCE WITH THE ARCHITECT. ALL DIMENSIONS TO THE EXTERIOR WINDOW WALL ARE TO THE FINISH FACE OF WALL BELOW SILL, U.N.O. 4. ALL EXISTING FLOORS, PARTITIONS, DEMISING WALLS, AND CORRIDOR WALLS TO REMAIN ARE TO BE PATCHED AND REPAIRED TO MATCH ADJACENT SURFACES. S. PATCH AT ALL NEW AND EXISTING PENETRATIONS AT FLOOR AND CEILING SLABS, WALLS AND SHAFTS, SEAL ABANDONDED PENETRATIONS AT FLOORS, WALLS AND SHAFTS TO MAINTAIN FIRE/SMOKE AND ACOUSTICAL RATINGS. PATCH FIREPROOFING AT ALL NEW AND EXISTING LOCATIONS WITH EXPOSED STRUCTURAL STEEL. 6. ALL GLASS SHALL BE CLEAR TEMPERED U.N.O. GLAZING TONG MARKS SHALL NOT BE VISIBLE. CLEAN & POLISH ALL GLASS PRIOR TO PROJECT DELIVERY. 7. WHERE PARTITIONS ARE ATTACHED TO CURTAIN WALL, CENTER PARTITIONS ON WINDOW MULLIONS, PERPENDICULAR TO PERIMETER WALL, U.N.O. CONSTRUCTION TO MATCH BUILDING STANDARD. 8. PARTITION DEPTH AT FIRE EXTINGUISHER CABINET LOCATIONS SHALL ACCOMMODATE FULL CONCEALMENT OF RECESSED CABINETS OR PARTIAL CONCEALMENT OF SEMI -RECESSED CABINETS AS SPECIFIED BY THE MANUFACTURER. 9. EXTEND GYPSUM WALLBOARD AND FRAMING AT EXISTING PARTITIONS AND COLUMNS, TO 6" (MINIMUM) ABOVE SUSPENDED CEILING WHEN NEW CEILING HEIGHTS ARE ABOVE THE EXISTING CEILING HEIGHT. 10. ALL PARTITIONS ABUTTING COLUMNS ARE TO ALIGN WITH THE FACE OF THE COLUMN, U.N.O. 11, WHERE NEW PARTITIONS ABUT EXISTING SURFACES, REMOVE EXISTING CORNER BEAD AND PROVIDE SMOOTH FINISH AT INTERSECTION. 12, ALL GYPSUM BOARD PARTITIONS SHALL BE TAPED AND SANDED SMOOTH WITH NO VISIBLE JOINTS. PROVIDE LEVEL 4 FINISH, U.N.O. - REFER TO MATERIAL SCHEDULE & FINISH PLAN FOR MATERIALS & LOCATIONS THAT REQUIRE A LEVEL 5 FINISH, U.N.O. 13. ALL EXPOSED GYPSUM BOARD EDGES TO HAVE VINYL OR METAL EDGE TRIM. 11. REMOVE EXISTING FINISH MATERIALS (INCLUDING WALLCOVERING, FLOOR FINISHES, WALL BASE, ETC) THROUGHOUT, U.N.O. PREPARE SURFACES FOR NEW FINISHES. 12. REMOVE AND DISCARD ALL FLOOR FINISHES, FLASH PATCH,MASTIC AND ADHESIVES DOWN TO THE FLOOR STRUCTURE U.N.O. 13. REMOVE ALL EXISTING MATERIALS WHICH CAUSE RISES OR DEPRESSIONS IN FLOORING SURFACE, SUCH AS FASTENERS, OUTLET CORES, COVER PLATES, RESILIENT FLOOR COVERINGS, CARPET PAD, FLASH PATCH, ADHESIVES, CONCRETE FILL, PLYWOOD, ETC. 14. EXISTING CEILING GRID TO REMAIN, U.N.O. MODIFY TO ACCOMMODATE NEW PARTITIONS. 15. SALVAGE FIRE ALARM DEVICES, EXIT SIGNS, LIGHTING AND HVAC DEVICES THAT ARE SCHEDULED FOR REMOVAL FOR REUSE, U.N.O. 16. REMOVE ALL EXISTING LIGHT FIXTURES AND LENSES WHERE NOTED AND STORE FOR FUTURE USE. ALL RELOCATED FIXTURES TO BE IN FULL OPERATING ORDER. 17. REMOVE ALL CABINETRY, SIGNAGE, CORNER GUARDS, SHELVING, EQUIPMENT, EXPOSED BLOCKING, WALL MOUNTED ACCESSORIES (CHALKBOARDS, WALL MOUNTED COAT HOOKS, SIGNAGE, PICTURES, ETC.) U.N.O. 18. PROTECT EXISTING WINDOW TREATMENTS. CONTRACTOR TO REPLACE ANY BLINDS/DRAPES DAMAGED DURING DEMOLITION/CONSTRUCTION. 19. NO STRUCTURAL ELEMENTS SHALL BE REMOVED. 20. X-RAY P.T. SLABS BEFORE CORE DRILLING OR CUTTING. 21. IN AREA OF WORK REMOVE. ALL ABANDONED TELEPHONE AND DATA CABLING. 22. CONTRACTOR TO PROVIDE TEMPORARY PARTITIONS TO COMPLY WITH EGRESS REQUIREMENTS DURING CONSTRUCTION. TEMPORARY PARTITIONS TO BE FIRE RATED WHERE REQUIRED. REVIEWED FOR CODE COMPLIANCE APPROVED JUL 2 5 2019 City of Tukwila BUILDING DIVISION 14. REFER TO THE PARTITION TYPES FOR PARTITION THICKNESS. 15. CONSTRUCTION OF FIRE -RATED PARTITIONS, INCLUDING TAPING AND FINISHING OF GYPSUM WALLBOARD FOR FULL HEIGHT TO STRUCTURE ABOVE, SHALL BE IN ACCORDANCE WITH UL SPECIFICATIONS TO ACHIEVE RATING INDICATED. 16, WHERE PARTITIONS EXTEND ONLY TO UNDERSIDE OF SUSPENDED CEILING, SECURE THE TOP TRACK TO THE EXPOSED CEILING GRID. PROVIDE A COMPRESSIBLE GASKET BETWEEN THE TOP TRACK AND THE CEILING GRID. PROVIDE TAPABLE METAL J-BEAD AT TOP OF GYPSUM WALLBOARD, WITH NO JOINTS VARYING MORE THAN 1/8" OVER 6'-0" AND NO JOINTS GREATER THAN 3/16", U.N.O. CAULK PERIMETER AT TOP OF GWB. 17. PROVIDE GROUNDS AND BLOCKING IN METAL STUD WALL FRAMING FOR SUPPORT OF CASEWORK, SHELF -STANDARDS, A/V DEVICES, FURNITURE, ETC. ALL CONCEALED LUMBER AND BLOCKING TO BE FIRE TREATED. COORDINATE BLOCKING REQUIREMENTS WITH FURNITURE & AV INSTALLERS. WHERE BLOCKING OR ADDITIONAL STUDS ARE REQUIRED AT EXISTING PARTITIONS, THEY ARE TO BE PATCHED AND REPAIRED. SEE CONSTRUCTION PLANS FOR WALL -MOUNTED MARKERBOARD, MONITORS & PROJECTION SCREENS; PROVIDE BLOCKING PER MANUFACTURERS' REQUIREMENTS. 18. ALL HINGED DOORS TO BE 4" FROM NEAREST PERPENDICULAR PARTITION, U.N.O. DIMENSIONS LOCATING DOORS ARE TO THE INSIDE EDGE OF JAMB. ALL DOORS SHALL HAVE V-6" CLEAR ON THE STRIKE/PULL SIDE OF DOOR AND V-0 CLEAR ON THE STRIKE/PUSH SIDE (IF THEY HAVE BOTH A LATCH AND A CLOSER) VERIFY AND ADVISE ARCHITECT OF EXCEPTIONS PRIOR TO CLOSING OUT PARTITIONS. 19. THE CONTRACTOR SHALL ESTABLISH A SINGLE FLOOR ELEVATION THAT IS TO BE USED TO SET THE TOP OF ALL DOORS SUCH THAT THE TOP OF ALL DOORS OF THE SAME HEIGHT WILL ALIGN REGARDLESS OF VARIATIONS IN THE FLOOR SLAB OR FINISHED FLOOR THICKNESS. 20. PROVIDE DOUBLE STUDS AT DOOR HEADER AND JAMBS. INSTALL ADDITIONAL STUDS IN EXISTING PARTITIONS AT NEW DOOR OPENINGS IN ORDER TO PROVIDE DOUBLE STUDS. 21. METAL STUDS AT PARTITIONS TO RECEIVE CERAMIC TILE ARE TO BE 20 GAGE (MINIMUM) @ 16" O.C. (MAXIMUM). REFER TO THE FINISH PLANS FOR TILE LOCATIONS. 22. PROVIDE DIAGONAL STUD BRACING TO SLAB ABOVE @ 48" O.C. AT DROP ARCHES/BULKHEADS. 23. GYPSUM WALLBOARD AT BOTH SIDES OF ALL PARTITIONS WITH PLUMBING ROUGH -IN (E.G.BATHROOMS, PANTRY, JANITOR'S CLOSET, WET COLUMNS) SHALL BE WATER-RESISTANT. RECEIVED CITY OF TUKWILA JUL 10 2019 PERMIT CENTER Nelco Architecture, Inc. 1200 Fifth Ave., Suite 1300 Seattle, WA 98101 (206)408-8500 www.nelsonworldwide.com consultants Description: No: By: Date: PERMIT SET REVIEW CF 07/03/19 revisions JCR DEVELOPMENT 2835.82ND AVE. SE SUITE S-1 I I • MERCER ISLAND, WA 98040 client TABOR 100 TENANTIMPROVEMENT 7100 FORT DENT WAY, SUITE 100 TUKWILA, WA 98168 project name & address DEMOLITION & CONSTRUCTION PLANS sheet tide "VWMAS seal Proj. No: 19,0000974.000 Designer: BMT Drawn By: CF Reviewed By: NG Project Manager: BMT Approved By: AS ALL DIMENSIONS AND CONDITIONS MUST BE CHECKED AND VERIFIED ON SITE BY THE CONTRACTOR AND SUB -CONTRACTORS PRIOR TO PERFORMING THE WORK. THE PROJECT MANAGER SHALL BE NOTIFIED IN WRITING OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. © NELSON WORLDWIDE LLC 2B19 ALL RIGHTS RESERVED .islze = 2 !ri.. 12"xIS __"sl =Nib ' II RCP LEGEND RCP GENERAL NOTES ACT CEILING T TYPE & HEIGHT 1. CENTER FULL TILES IN ROOM (BOTH DIRECTIONS) AS INDICATED ON DRAWING. UNLESS DIMENSIONED OR NOTED OTHERWISE. 8 -4" REVIEW GRID LAYOUT WITH ARCHITECT PRIOR TO PROCEEDING WHEN "START OF TILE -LOCATIONS OR "CENTERING OF GRID IN ROOM" RESULTS IN TILE WIDTH OF LESS THAN 4". EXISTING 2' X 4' ACT 2. THE REFLECTED CEILING PLAN INDICATES THE LOCATION OF CEILING HEIGHTS, LIGHT FIXTURES, SWITCH LOCATIONS, AND EXISTING 2'X4' RECESSED FIXTURE ASSOCIATED ITEMS. REFER TO ENGINEERING DRAWINGS FOR CIRCUTTING, WIRING LAYOUT, AND ADDITIONAL INFORMATION. TO REMAIN ALL MEP -FP DEVICE LOCATIONS NOT SHOWN ON DRAWINGS, OR RELOCATED 2'X4' RECESSED IN CONFLICT WITH MEP/FP DRAWINGS, ARE TO BE COORDINATED ® FIXTURE WITH ARCHITECT PRIOR TO INSTALLATION. IN THE EVENT OF DISCREPANCIES BETWEEN THE ARCHITECT'S REFLECTED CEILING It— — - EXISTING 2'X4' RECESSED FIXTURE PLAN AND THE ENGINEERS' PLANS, IMMEDIATELY NOTIFY THE L = J TO BE REMOVED OR RELOCATED ARCHITECT IN WRITING BEFORE ORDERING MATERIALS OR PROCEEDING WITH THE WORK. ® ® EMERGENCY EXIT SIGN 3. FOLLOWING COMPLETION OF THE ACOUSTICAL CEILING (ARROW SHOWS DIRECTION) INSTALLATION, ALL JOINTS AND GRID SHALL BE STRAIGHT, TRUE TO LINE, WITH EXPOSED SURFACES FLUSH AND LEVEL. DIRTY OR .� WALL MOUNTED LIGHT SWITCH DISCOLORED SURFACES OF TILE ARE TO BE CLEANED OR (3) = 3-WAY SWITCH REPLACED, AND LEFT FREE OF DEFECTS. AFTER 30 DAYS FROM SUBSTANTIAL COMPLETION, INSPECT THE WORK AND ADJUST (N) NEW TILE NOT IN ALIGNMENT WITH OTHER CEILING TILES AND (R) RELOCATED REPLACE MISSING OR DAMAGED UNITS. LIGHTING CALCULATION USING SPACE BY SPACE METHOD, ALLOWED WATTAGE IS 2,775 WATTS. PROPOSED WATTAGE IS 2,016 WATTS. PROPOSED WATTAGE IS LESS THAN ALLOWABLE WATTAGE PER 2015 WSEC INTERIOR LIGHTING POWER ALLOWANCE SECTION C405. PROJECT COMPLIES, REFER TO WSEC FORM SUBMITTED WITH PERMIT SET FOR SPACE BY SPACE BREAKDOWN. 1 REFLECTED CEILING PLAN A2-1 SCALE:1/8" = V-0" 0 4' 8' 16' SCALE: 1/8" = V-0" 4. WITHIN A ROOM OR AREA, THE CONTRACTOR SHALL ESTABLISH A SINGLE FLOOR ELEVATION THAT IS TO BE USED AS THE ORIGIN FOR ALL CEILING HEIGHTS ABOVE FINISHED FLOOR. VERIFY FIELD CONDITIONS AND LOCATIONS OF ALL MEP/FP AND STRUCTURAL ELEMENTS. CONTRACTOR TO COORDINATE THE WORK OF ALL TRADES NECESSARY TO MAINTAIN THE FINISHED CEILING HEIGHTS INDICATED. INSTALL DUCTWORK TIGHT TO UNDERSIDE OF BEAMS. WITH A SMALL SPACE TO AVOID VIBRATION. INSTALLATION AND/OR ALTERATION OF DUCTWORK, PIPING OR OTHER EQUIPMENT THAT WILL REQUIRE FASCIAS, SOFFITS AND OTHER TRANSITIONS IN CEILING HEIGHT SHALL BE REVIEWED WITH THE ARCHITECT PRIOR TO PROCEEDING. CONTRACTOR TO PROVIDE COMPLETE COORDINATION DRAWINGS FOR THE ARCHITECT AND ENGINEER'S REVIEW. 6. MULTIPLE SWITCHES ATONE LOCATION SHALL BE GANGED TOGETHER WITHIN ONE COVER PLATE U.N.O. 7. ALL FIXTURES AND DEVICES TO BE UNDERWRITERS LABORATORIES INC. (UL) LABELED. 8. LIGHT FIXTURES, REGISTERS, SPEAKERS, RECESSED FIXTURES AND SIMILAR CEILING ELEMENTS, AND LIFE -SAFETY DEVICES SHALL BE LOCATED IN THE CENTER OF CEILING TILE IN BOTH DIRECTIONS AND SHALL ALIGN WITH ADJACENT FIXTURES, DEVICES OR HEADS IN A RUN OR ROW, U.N.O. 9. FURNISH AND INSTALL ALL FIXTURES, ASSOCIATED TRIM, LAMPS, AND SEISMIC BRACING. 10. INSTALL LIGHT FIXTURES WITH PROTECTIVE FILM OR SIMILAR COVER OVER LOUVER, LENS, BAFFLE, AND EXPOSED SURFACES, TO AVOID FIXTURE SOILING OR DAMAGE DURING CONSTRUCTION. FIXTURES SHALL BE MAINTAINED CLEAN AND AS NEW. 11. PROVIDE BLOCKING ABOVE CEILING REQUIRED FOR ALL CEILING MOUNTED EQUIPMENT. PROVIDE ADDITIONAL SUPPORT FOR LIGHT FIXTURES AS RECOMMENDED BY FIXTURE MANUFACTURER, 12. CONTRACTOR TO VERIFY ALL PENDANT FIXTURE HEIGHTS WITH ARCHITECT PRIOR TO INSTALLATION. 13. REFER TO ELECTRICAL DRAWINGS FOR EMERGENCY LIGHT FIXTURE LOCATIONS. 14. CONTRACTOR SHALL REPAIR AND/OR REPLACE CEILINGS WHICH ARE REMOVED TO FACILITATE PLENUM SYSTEMS INSTALLATION. 15. PROVIDE CEILING ACCESS REQUIRED FOR EQUIPMENT AND SYSTEM MAINTENANCE. MATCH ADJACENT CEILING FINISH U.N.O. SYSTEMS AND EQUIPMENT REQUIRING ACCESS SHALL BE LOCATED AT ACCESSIBLE CEILINGS - ACCESS PANELS NOT SHOWN ON DRAWINGS SHALL NOT BE INSTALLED IN GYPSUM BOARD CEILINGS WITHOUT PRIOR APPROVAL. 16. COORDINATE SCHEDULING OF WORK WITH DATA/TELEPHONE INSTALLER. INSTALL CEILING TILES AFTER FINISH PAINTING TO MINIMIZE VOC ABSORPTION INTO THE CEILING TILES. INSTALL CEILING TILES AFTER DATA/TELEPHONE CABLES HAVE BEEN INSTALLED. - 17. PATCH ALL HOLES IN EXISTING PLASTER FIREPROOFING AT BEAMS AND COLUMNS TO RESTORE THE REQUIRED FIRE RATINGS OF BEAMS AND COLUMNS (3 HR) TYPICAL THROUGHOUT. 18. ALL LIGHT FIXTURES FURNISHED BY OWNER SHALL BE U.L. APPROVED AND WHERE APPLICABLE, APPROVED BY LOCAL AUTHORITIES FOR SPECIFIED USE, 19. CEILING GRID AND TILE SHALL MATCH BUILDING STANDARD. 20. SWITCHES AND PLATES SHALL MATCH BUILDING STANDARD. COLOR TO MATCH BUILDING STANDARD. 21. ALL LIGHT FIXTURES SHALL MATCH BUILDING STANDARD. 22. REPAIR AND/OR REPLACE COMPONENTS NECESSARY TO INSURE ALL EXISTING AND OR RELOCATED LIGHT FIXTURES ARE FUNCTIONING, INCLUDING BUT NOT LIMITED TO LAMPS, BALLASTS, AND LENSES. 23. RELAMP ALL EXISTING AND RELOCATED FIXTURES TO REMAIN. 24. ALL LAMP COLOR TEMPERATURES TO BE CONSISTENT WITHIN SIMILAR FIXTURE TYPES. REVIEWED FOR �I CODE COMPLIANCE APPROVED JUL 2 5 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUL 10 2019 PERMIT CENTER NELSOK Nelco Architecture, Inc, 1200 Fifth Ave., Suite 1300 Seattle, WA 98101 (206)408-8500 www.nelsonworldwide.com consultants Description: NO: By: Date: PERMIT SET REVIEW CF 07/03/19 revisions JCR DEVELOPMENT 2835,82ND AVE. SE SUITE S-1 r MERCER ISLAND, WA 98040 client TABOR 100 . TENANTIMPROVEMENT 7100 FORT DENT WAY, SUITE 100 TUKWILA, WA 98168 project name & address REFLECTED CEILING PLAN sheet title 10194 RE TERED HITECT AM EEG L STATE OF WAS flN TON seal Proj. No: 19.0000974.000 Designer: BMT Drawn By: CFReviewed By: NG Project Manager: BMT Approved By: AS ALL DIMENSIONS AND CONDITIONS MUST BE CHECKED AND VERIFIED ON SITE BY THE CONTRACTOR AND SUB -CONTRACTORS PRIOR TO PERFORMING THE WORK. THE PROJECT MANAGER SHALL BE NOTIFIED IN WRITING OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. © NELSON WORLDWIDE LLC 2019 ALL RIGHTS RESERVED Fu l ' e = 24" x 36"/ I ,¢e : _7 x 1 / ; 17" = NTS I � I 1 CATERING CASEWORK - ELEVATION AB-i 1/2" = 1'-0" _ SEE RC. P_.. _SCHEDULED CEI—LING NOTE: CLOSE END OF CABINET, WHERE VISIBLE 12" 2" MIN. 2,z INTERIOR: WHITE MELAMIN11a w w 24" 0 w ADJUSTABLE SHELVES: PLASTIC LAMINATE ON 3/4" PARTICAL BOARD; (2) SHELVES PER CABINET U.N.O. DOOR: PLASTIC LAMINATE ON 3/4" PARTICAL BOARD; ALIGN FACE OF SOFFIT WITH FACE OF DOOR B/S HARDWARE FRENCH CLEATS PROVIDE CLEAR SILENCER, TYPICAL LINE OF SCHEDULED PARTITION 4" BACKSPLASH TO MATCH COUNTERTOP WHERE OCCURS (SEE ELEVATION); PROVIDE CLEAR SEALANT AT WET LOCATIONS WHERE BACKSPLASH IS NOT SPECIFIED COUNTERTOP: PLASTIC LAMINATE ON 3/4" THICK PARTICLE BOARD B/S HARDWARE INTERIOR: WHITE MELAMINE ADJUSTABLE SHELVES: PLASTIC LAMINATE ON 3/4" PARTICLE BOARD; (1) SHELF PER CABINET U.N.O. :r N 11.... 1.,-1 i.a 1 I" BACKSPLASH TO 4ATCH COUNTERTOP NHERE OCCURS (SEE ELEVATION); PROVIDE -LEAR SEALANT AT NET LOCATIONS NHERE BACKSPASH IS 40T SPECIFIED -OUNTERTOP: ILASTIC LAMINATE ON 3/4" PARTICLE BD. SCRIBE SHIM TO FILE :ABINET; PAINT FACE TO MATCH -OUNTERTOP NOTE: DASHED AREA INDICATES ACCESSIBLE KNEESPACE CLEARANCE AND MUST BE FREE FR OBSTRUCTION 24" ./-"•-�� 1 i i � 1 i � I ---J 1 �-- SCHEDULED PARTITION — 4" BACKSPLASH TO MATCH COUNTERTOP WHERE OCCURS (SEE ELEVATION); PROVIDE CLEAR SEALANT AT WET LOCATIONS WHERE BACKSPLASH IS NOT SPECIFIED COUNTERTOP: PLASTIC LAMINATE ON 3/4" THICK PARTICLE BOARD in PROVIDE'RAKKS' CLEAT — @ SIDE WALL IF NO ADJACENT CABINETS ARE AVAILABLE FOR COUNTERTOP SUPPORT, I PROVIDE'RAKKS' CONCEALED BRACKET w I AT ANY OPEN ENDS AND AT ANY UNSUPPORTED LENGTHS GREATER THAN 36" tcu tv c4J COPY CASEWORK -ELEVATION NOTE: CLOSE END OF CABINET, WHERE VISIBLE 12" 1/2" MIN. �t•��2 z INTERIOR: WHITE MELAMINE w .1/2" w >n T TV 24" SEE RCP _ J,__ SCHEDULED CEILING ADJUSTABLE SHELVES: PLASTIC LAMINATE ON 3/4" PARTICAL BOARD; (2) SHELVES PER CABINET U.N.O. DOOR: PLASTIC LAMINATE ON 3/4" PARTICAL BOARD; ALIGN FACE OF SOFFIT WITH FACE OF DOOR B/S HARDWARE FRENCH CLEATS PROVIDE CLEAR SILENCER, TYPICAL LINE OF SCHEDULED PARTITION &111"112MM''I"W", 4TERTOP: TIC LAMINATE ON THICK PARTICLE :D IARDWARE 2TOR: "E MELAMINE STABLE SHELVES: TIC LAMINATE ON PARTICLE BOARD; HELP PER NET U.N.O. 1200 Fifth Ave., Suite 1300 Seattle, WA 98101 (206)408-8500 www.nelsonworldwide.com consultants Description; No: By: Date: PERMIT SET REVIEW CF 07/03/19 revisions JCR DEVELOPMENT ® 2835 82ND AVE. SE SUITE S-1 MERCER ISLAND, WA 98040 client TABOR 100 TENANTIMPROVEMENT 7100 FORT DENT WAY, SUITE 100 TUKWILA, WA 98168 project name & address CASEWORK DETAILS & ELEVATIONS sheet tide REVIEWED FOR CODE COMPLIANCE APPROVED JUL 2 5 2019 Salsa TER MEGL w w i I I w City Of Tukwila STATE OF WAS 13N TON DOOR: 1 / \ w - B/S HARDWARE DOOR: PLASTIC LAMINATE ON BUILDING DIVISION PLASTIC LAMINATE ON 314" PARTICLE BOARD ` �' I w vWi INTERIOR: 1 PROVIDE VALVE FOR WATERLINE SUPPLY ° 3/4" PARTICLE BOARD FRAME: , 1 1/2" PLYWOOD WITH WHITE MELAMINE ) APRON & DOOR: FRAME: seal 3/4" PARTICLE BOARD; ( BLOCKING STOP _ r— — — I PLASTIC LAMINATE 3/4" PARTICLE BOARD; ADD FRTW BLOCKING INSTALLED ON I 6" 3" 8" ;� ON 3/4" PARTICLE ADD FRTW BLOCKING Proj. No: 19.0000974.000 Designer. BMT AS REQUIRED LEVELED FLOOR; BOARD; PROVIDE AS REQUIRED Drawn B CF Reviewed By: NG Y - B/S BASE / i I PAINT EXPOSED EDGE BLACK � INTEGRAL TOEKICK B/S BASE RECEIVED project Manager: BMT Approved By: AS ( I LINE OF FINISHED LINE OF FINISHED CITY OF TUKWILA LTNE OF FINISHED I 1 i/2"- LINE OF FINISHED _ --` a 3" d- FLOOR, CONTINUE TO I - - 3" a- FLOOR FLOOR V FLOOR; EXTEND INTO I .-" WALL p JUL 1 O �919 1 ALCOVE v �Q (� y PERMIT CENTER UPPER AND LOWER CASEWORK -CATERING EQUIPMENT CASEWORK - CATERING 5 ACCESSABLE SINK W/ DOOR - CATERING 6 UPPER AND LOWER CASEWORK - COPY ALL DIMENSIONS AND CONDITIONS MUST BE CHECKED AND VERIFIED ON SITE BY THE CONTRACTOR AND 3 AS-1 1 1/2" = P-0" 4 A8-1 1 1/2" = 1'-O" A8-1 1 1/2" = V-0" AS-1 1 1/2" = V-0" SU&CONTRACTORS PR[ORTO PERFORMING THE WORK. THE PROJECT MANAGER SHALL BE NOTIFIED IN WRITING OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. O NELSON WORLDWIDE, LLC 2019 ALL RIGHTS RESERVED DOOR AND FRAME SCHEDULE DOOR FRAME NUMBER ROOM NAME SIZE TYPE FIRE LABEL HOW. GROUP NOTES WIDTH HT TYPE 102A CATERING T.0" 8'-0" FG D 1 - 1026 CATERING 3'-W V-0" FG D —- 104 OFFICE 3'-0" 8'-0" FG D — 3 -- 106 OFFICE 3'-0" &-0"-- FG D — 3 ---- .-- 108 TRAINING 3'-0" 8'-0" FG D __ 23 TEMPERED SAFETY GLASS ✓i DOOR TYPE FG DOOR FRAME TYPE 0 FULL GLASS FULL HEIGHT i DOOR RELITE & FRAME ELEVATIONS A9-1 1/4" = 1'-0" GALV. STEEL DEEP LG DOOR AND FRAME GENERAL NOTES DEFLECTION TRACKEANCHOR NON-STRUCTURAL METAL FRAMING NOTES 1. UNDERCUT THE BOTTOMS OF DOORS TO CLEAR THE TOP OF FINISHED TO STRUCTURE WITH HILTI LEDX-U AND LIMITING HEIGHTS NELSON FLOOR BY 1 4" INCH MAXIMUM U NO VERIFY SLAB CONDITIONS ////////�, _ (OR XU15) UNIVERSAL KNURLED Nelco Architecture, Inc. LJ } AND TRIM EACH DOOR TO FIT CONDITION. WHERE RADICAL VARIATIONS IN FLOOR LEVEL EXIST, DOORS SHALL BE ORDERED WITH BOTTOM STILE SIZED TO ACCOMMODATE THESE UNDERCUT CONDITIONS. 2. CAULK THE JOINT BETWEEN THE FRAME AND WALL, ALL SIDES, WITH PAINTABLE WHITE LATEX CAULK. 3. CONTRACTOR SHALL REVIEW KEYING WITH OWNER PRIOR TO FITTING CYLINDERS. KEY CYLINDERS TO OWNER'S REQUIREMENTS AND BUILDING STANDARDS. 4. AT EXISTING DOORS TO REMAIN OR TO BE REUSED, PATCH/FILL DIVOTS, HOLES, CRACKS, SCRATCHES, GOUGES, ETC. PRIOR TO PRIMING/PAINTING/REFINISHING. CONTRACTOR TO COORDINATE THE REUSE OF EXISTING DOORS, FRAMES, AND HARDWARE AND TO IDENTIFY RELOCATIONS ON THE DOOR SUBMITTAL. 5, ALL NEW DOOR HARDWARE IS TO MATCH THE EXISTING MANUFACTURER, STYLE & FINISH. CONTRACTOR IS TO FIELD VERIFY THE EXISTING HARDWARE. 6. ALL DOORS SHALL MATCH EXISTING IN SUITE, U.N.O. 7. ALL FRAMES SHALL MATCH EXISTING IN SUITE, U.N.O. B. COAT HOOKS AT GLASS LIGHT DOORS ARE TO BE MOUNTED ON THE WALL BEHIND THE DOOR, T-0" FROM THE DOOR WALL AND 5-6" ABOVE FLOOR. DOOR STOPS AT DOORS WITH WALL -MOUNTED COAT HOOKS SHALL BE PLACED TO PREVENT DOOR FROM HITTING THE COAT HOOK. HARDWARE GROUPS GROUP 1- PASSAGE SET - SINGLE DOOR(interior, non -lockable, non -rated) GROUP 3 - OFFICE LOCKSET - SINGLE DOOR (interior, locking bath sides: key/thumb turn) GROUP 23 - EGRESS DOOR - SINGLE W/ PANIC BAR HINGES RIM EXIT DEVICE, PASSAGE FUNCTION WITH A LEVER STRIKE CLOSER STOP SILENCERS (@ HM FRAMES) 10" H KICK PLATE STRUCTURE ABOVE SHANK POWDER - FASTENER WITH MIN. I" EMBEDMENT @ 16" O.C. (FOLLOW MANUFACTURER'S INSTRUCTIONS). HOLD GYP. FASTENERS BACK 2-1/2" FROM EDGE. EXISTING STRUCTURE C SLOTTED DEEP LEG DEFLECTION TRACK METALSTUD _ EXISTING GALV. STEEL DEEP LEG STRUCTURE DEFLECTION TRACK. ANCHOR TO STRUCTURE WITH HILTI X-U (OR XU15) UNIVERSAL KNURLED SHANK POWDER DRIVEN FASTER WITH MIN. 1" EMBEDMENT @ 16" O.C. GALV. (FOLLOW MANUFACTURER'S INSTRUCTIONS). SCHEDULED CEILING TILE & GRIT LATERAL BRACING TENANT WALLS (NO CASEWORK) PARTITION TYPES INDICATED IN THE CONSTRUCTION DOCUMENTS SHALL COMPLY WITH THE FOLLOWING CRITERIA FOR NON-STRUCTURAL INTERIOR METAL FRAMING PARTITION SYSTEMS: A. ALL NON-STRUCTURAL STUDS SHALL COMPLY WITH THE MINIMUM GAUGE AND MILS THICKNESS LISTED IN THE CHARTS PROVIDED BELOW: • CONTRACTOR SHALL FIELD VERIFY FRAMING HEIGHTS OF EXISTING STRUCTURES PRIOR TO ORDERING MATERIALS. • SUBSTITUTIONS: CONTRACTOR SHALL SUBMIT SUBSTITUTIONS FOR ARCHITECTS APPROVAL PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION OF PARTITIONS. B. NON-STRUCTURAL METAL FRAMING LIMITING HEIGHTS ARE BASED ON BUILDINGS WHERE THE HEIGHT FROM FLOOR LEVEL TO THE STRUCTURAL SYSTEMS MAY BE ONE OR MORE OF THE FOLLOWING CONDITIONS: • FLOOR SLAB TO ROOF DECK OF SINGLE STORY BUILDINGS: TYPICAL FRAMING HEIGHT FOR OFFICE/WAREHOUSE/DISTRIBUTION FACILITIES: 24' TO 40'. • MULTI -STORY: STRUCTURAL FLOOR SLAB TO UNDERSIDE OF STRUCTURAL SLAB OF THE FLOOR OR ROOF DECK ABOVE. LIMITING HEIGHTS PROVIDED IN THESE CONSTRUCTION DOCUMENTS ARE REFERENCED FROM THE SSMA PRODUCT TECHNICAL GUIDE'S "INTERIOR WALL HEIGHT TABLES" FOR ASSEMBLIES INCLUDED IN THE PROJECT SCOPE. INCREASE METAL STUD GAUGE AND/OR DECREASE METAL STUD O.C. SPACING SO AS NOT TO EXCEED L/240 DESIGN CRITERIA (PER 2015 IBC TABLE 1604.3) WITH 5 PSF LATERAL LOAD (PER 2015 IBC SECTION 1607.14). REFER TO SSMA PRODUCT TECHNICAL GUIDE'S' TABLE NOTES" FOR COMPLETE PROPERTY CRITERIA ASSOCIATED WITH LIMITING HEIGHTS. • FOR COMPOSITE WALL HEIGHTS REFER TO THE " COMPOSITE NON-STRUCTURAL METAL FRAMING (STUD) LIMITING HEIGHT CHART " • FOR NON -COMPOSITE - FULLY BRACED WALL HEIGHTS AS WELL AS WALLS WITH BRACING AT 48" O.C. REFER TO THE" NON -COMPOSITE NON-STRUCTURAL METAL FRAMING (STUD) LIMITING HEIGHT CHART " C. PROVIDE LATERAL BRACING OF METAL STUDS TO STRUCTURE AS REQUIRED BY THESE CONSTRUCTION DOCUMENTS, APPLICABLE BUILDING CODES AND THE A.H.J. D. CONTRACTOR SHALL PROVIDE DEFLECTION TRACK FOR TOP RUNNERS OF METAL STUD US PARTITIONS THAT EXTEND TO UNDERSIDE OF STRUCTURAL DECK WHERE DEFLECTIONS OF THE STRUCTURAL ROOFING SYSTEM EXCEED 1/2" WHERE PARTITIONS ARE LOCATED. 8' MAX 8' MAX 8' MAX 8' MAX 8' MAX 8' MAX 2' MAX 1L_ LATERAL BRACING PER DETAIL NOTES: ABOVE (TYP.) L. LATERAL BRACING IS TO BE INSTALLED ON TENANT PARTITIONS AT 8 FT. O.C. EXCEPT AT INTERSECTIONS WITH WALLS AT LEAST 4 FT. LONG. (PER TYP. PART. PLAN) 2. TEMPORARY ATTACHMENT OF PARTITION TOP TRACK TO THE GRID IS PERMITTED TO ALIGN AND SET THE WALL UNTIL PERMANENT BRACING IS PROVIDED. REMOVAL OF THE TEMPORARY HOLDING SCREWS IS UP TO THE DISCRETION OF THE SPECIFIC LOCAL BUILDING OFFICIAL. CONTRACTOR TO VERIFY. 3. PROVIDE BRACING AT ANY PERMANENTLY PARTITION THAT IS NOT ATTACHED TO CEILING GRID. EXISTING STRUCTURAL DECK 3" SOUND ENCAPSULATED ATTENUATION BLANKET, REQ'D 24" BEYOND BOTH SIDES OF PARTITION @ ACOUSTICAL PARTITION SUSPENDED CLG. TEE 1/4" NEOPRENE COMPRESSIBLE GASKET (CONTINUOUS) BETWEEN STUD TRACK AND CLG (ADHERE TO TRACK) REFER TO REFLECTED CEILING PLAN METAL EDGE TRIM (200-B) FOR MTL STUD SPACING REFER TO STUD SIZE CHART. 1 LAYER, 5/8" GWB, BOTH SIDES. SOUND ATTENUATION BLANKET (FULL STUD DEPTH), REQ'D @ ACOUSTICAL PARTITION. BASE, REFER TO FINISH SCHEDULE _ FINISH FLOORING, REFER TO FINISH SCHEDULE NOTE: PROVIDE BRACING AT ALL DOOR JAMBS AND AT UNSUPPORTED LENGTHS OF _ WALL AT 12' O.C. MAX. SEALANT @ BOTTOM TRACK @ ACOUSTICAL PARTITION ONLY 1C NON -RATED; U.O. CLG - 2 1/2" STUDS PARTITION TYPE 1C A9-1 NOT TO SCALE E. STEEL STUD CODING EXAMPLE (UNIVERSAL CODING AS LISTED IN SSMA PRODUCT TECHNICAL GUIDE) EXAMPLE, "6005162-54":- 600 = 6" MEMBER DEPTH, S = CSJ (STEEL STUD), 162 = 1-5/8" FLANGE WIDTH (1/100INCH), 54 = CORRESPONDS TO MIL THICKNESS INCHES TO CODE SIZE REFERENCE (SEE STUD SIZE COLUMN BELOW): 2 1/2" = (250); 3 5/8" = (362); 6" = (600); 8" = (800) COMPOSITE NON-STRUCTURAL METAL FRAMING LIMITING HEIGHT CHART Gauge 25 ga 22 ga 20 ga 2( ga 18 ga i6 ga 14 ga & mil: 18 mil 27 mil 30 mil 33 mil 43 mil 54 mil 68 mil Stud Spacing LIMITING HEIGHTS Size O.C. *Note #1 2-1/2" 24" ll'-3" 12'-2" 12,-7" 12'-5" 1T-6" (250) 16" 12'-10" 13'-11" 14'-5" 14'-3" 14.9" 12" 14'-2" 154" 15'-10" 15-8" IT-9" 3-5/8" 24" 13'-2" 14'-5" 14'-6" 15'4' 16-3" 17-8" (362) 16" 15'-2" 16-6" 16'-7" IT-5" 18'4" 19'4' 12" 16'-8" 18'-2" 18'-3" IT-2" 19'-7" 21'-2" 6" 24" 164" 21'-3" 21,-6" 22•-3" 25'-7" 27--0" 28'-9" (600) 16" 20'-1" 24'-T" 24'-7" 25-6" 28'-3" 30'-0" 32'-0" 12" 22'-9" 26'-9" 2T-1" 28'.1" 30'-7" 32'-6" 34'-8" 8„ 24" 30'-6" 32'-6" 35'-9" (800) 16" 3,V4' 36-8" 39'-0" 12" 37'-6" 40'-0" 43'-4" 1200 Fifth Ave., Suite 1300 Seattle, WA 98101 (206)408-8500 www.nelsonworldwide.com consultants Description: No: By: Date: PERMIT SET REVIEW CF 07/03/19 * NOTES: 1. COMPOSITE LIMITING HEIGHTS ARE BASED ON A SINGLE LAYER OF 5/8" TYPE X GYPSUM BOARD INSTALLED IN THE VERTICAL ORIENTATION TO BOTH SIDES OF THE WALL OVER FULL HEIGHT USING MINIMUM NO. 6 TYPE "S" DRYWALL SCREWS SPACED A MAXIMUM OF 12" OC FOR STUDS AT 24" SPACING, AND 16" OC FOR STUDS AT 16" AND 12" SPACING. 5 PSF (PER 2015 IBC SECTION 1607.14) AND LJ240 (PER 2015 IBC TABLE 1604.3). revisions NON -COMPOSITE NON-STRUCTURAL METAL FRAMING LIMITING HEIGHT CHART Gauge 25 ga 22 ga 20 ga 20 ga 18 ga 16 ga 14 Be & mil: 18 mil 27 mil 30 will 33 mil 43 mil 54 mil 68 mil Stud pacing LIMITING HEIGHTS Size O.C. *Note #1 2-1/2„ 24" W-3"^ 9'-10" 10'-2" 10'-6" 11'-5" (250) 16 V-7"^ 11'-3" W-7" 12'-0" 1T-0" 12' 10'-6"^ IT-5" IT-9" 13'-2" 14-4- 3- 51, 24" 9'-3" IT-5" IT-4" 14'-0" IT-3" 16'-4"# 17'-5"# (362) 16" 11'-4" IS'-0" 15'-6" 16'-0" 17'-5" 18'-8"# T-11"# 12" IT-1" 16'-6" IT-0" 17'-7" 19'-2" 20'.6"# 1'-11"# 6" 24" IT-6"* 18'-10" 20'-6" 22'-10" 24'-6" 26'-2" (600) 16" 21'-6"* 22'-11" 2T.9" 26'-l" 28'-0" 30'-0" 12" 24'4'* 25'-2" 26'-2" 28'-9" 30'-10" 33'-0" 81, 24" 28'-8" 31'-1" 3T-4" (800) 16" 32'-9" 3T-7" 38'4" 12" 36'-1" 39'-2" 41'41" * NOTES.• 1. NON -COMPOSITE MINIMUM LATERAL LOAD 5 PSF (PER 2015 IBC SECTION 1607.14) AND FRAMES, AND. PARTITIONS L/240 (PER 2015 IBC TABLE 1604.3) ARE REQUIRED. sheet title 2. WEB HEIGHT -TO -THICKNESS RATIO EXCEEDS 200, WEB STIFFENERS ARE REQUIRED AT ALL SUPPORT POINTS AND CONCENTRATED LOADS AND MAY REQUIRE WEB STIFFENERS AT ENDS. REVIEW MANUFACTURER'S REQUIREMENTS FOR FLEXURAL AND DEFLECTION CONTROL. tQ194 * : REQUIRES WEB STIFFENERS REQUIRED AT ENDS. ^ : HEIGHTS APPLY TO "BRACED AT 48" O.C. METAL FRAMING" # : HEIGHTS APPLY TO "FULLY BRACED METAL FRAMING". REVIEWED FOR RE TIERED HITECTTECT CODE COMPLIANCE APPROVED �, h AM EG L JUL 2 5 2019 STATE pF WAS N TON City of Tukwila BUILDING DIVISION seal RECEIVED CITY OF TUKWILA JUL 10 2019 PERMIT CENTER Proj. No: 19.0000974.000 Designer: BMT Drawn By: CFReviewed By: NG Project Manager: BMT. Approved By: AS I stze = 24' , (. ,7 = 12" >:1 1 i' = NTS ALL DIMENSIONS AND CONDITIONS MUST BE CHECKED AND VERIFIED ON SITE BY THE CONTRACTOR AND SUB -CONTRACTORS PRIOR TO PERFORMING THE WORK. THE PROJECT MANAGER SHALL BE NOTIFIED IN WRITING OF ANY DISCREPANCIES PRIOR TO PROCEEDING WFTH THE WORK © NELSON WORLDWIDE LLC 2019 ALL RIGHTS RESERVED NEL'SON Nelco Architecture, Inc. 6'-0" 1T-0" 6'-0" ADDITIONAL CROSS TEES MAX — --MAX MAX WHERE 2'-0" X 2'-0" GRID OCCURS iv E i JT_ i i — — CROSS TEES AT 2'-0" OC T N E MAIN BEAMS AT 4'-0" OC 12 GAUGE VERTICAL HANGER WIRES AT 4'-0" OC MAX TYP o o E 12 GAUGE HANGER WIRES AT PERIMETER TYP 8" MAX OR 1/4 THE (4) DIAGONAL BRACE WIRES 8LENGTH OF THE AT 12'-0" X 12'-0" GRID MAX, BEAM/CROSS TEE SEE DETAIL WALL ANGLE, TYP WHICHEVER IS LESS WALL ANGLE, TYP 1 ACOUSTICAL CEILING SUSPENSION SYSTEM, DIAGRAMATIC PLAN A9-3 Scale: 1/8" = V-0" 12 GAUGE HANGER WIRE B" MAX SPLAYED SEISMIC OR 1/4 OF LENGTH OF END CHANNEL BRACING WIRE WHICHEVER IS LESS (AT UNATTACHED WALLS) PROVIDE 3/4" CLEAR FROM WALL TO END OF RUNNER SPLICE SHALL BE A AS 4S° THRU CONNECTION RETAINING CLIP (SNAP CONNECTIONS ARE UNACCEPTABLE) `^ HEAVY DUTY MAIN BEAM 0 0 0 0 ° o 0 0 0 0 0 0 jr� (AT ATTACHED WALLS) - ' \` CROSS TEE SCREW TIGHTENED THROUGH MAIN RUNNER WEB RESTRICTING SEPARATION FROM WALL MOLDING WALL ANGLE, 2" DEEP AT FREE STANDING SIDE. %41 GRID CONNECTIONS, TYPICAL DETAIL t3,/ Scale: 3" = 1'-0" LAY -IN LIGHT FIXTURE HEAVY DUTY MAIN RUNNER HEAVY DUTY CROSS RUNNER ATTACH FIXTURE HOUSING TO CEILING SYSTEM WITH SELF TAPPING METAL SCREWS ONE AT EACH CORNER NOTES: 11�;p LATERAL BRACING FOR SUSPENDED CEILING MUST BE PROVIDED PER CURRENT CODES, WHERE CEILING LOADS (INCLUDING LIGHT FIXTURES) ARE TO BE TAKEN AS NOT LESS THAN 4# PER SQ. FOOT & NOT SUPPORTING INTERIOR PARTITIONS. CEILING BRACING SHALL BE PROVIDED BY FOUR No 12 GAUGE WIRES SECURED TO THE MAIN RUNNER INTERSECTION AND SPLAYED 90 DEGREES FROM THE PLANE OF THE CEILING. THESE HORIZONTAL RESTRAINT POINTS SHALL BE IN BOTH DIRECTIONS, WITH THE FIRST POINT WITHIN 4'-0" FROM WALL. ATTACHMENT OF THE RESTRAINT WIRES TO THE STRUCTURE ABOVE SHALL BE ADEQUATE FOR THE LOAD IMPOSED. INSTALL TWO ADDITIONAL WIRES AT OPPOSITE CORNERS (MAY BE SLACK) OF LIGHT FIXTURE HOUSING AND ATTACHMENT OF CEILING REGISTERS WITH SAME. START OF WIRE TO BE NO LESS THAN 8 INCHES FROM PERIMETER WALL. /-2--� LIGHT FIXTURE INSTALLATION t3,/ Scale: 3" = 1'-0" BRACE 3/4" DIA. RIGID METAL CONDUIT AS SHOWN OR 25 GA STEEL STUDS (ALTERNATIVE) ALTERNATE (180°) DIRECTION EVERY OTHER BRACE. FLATTEN END AND BEND, SCREW TO TOP TRACK OF PARTITION WITH SELF -TAPPING SHEET METAL SCREW, SCREW OTHER END TO UNDERSIDE OF STRUCTURE ABOVE. SPACE BRACE AT 4'-0" OC ALTERNATE DIRECTION (180°) EVERY BRACE SCREW TO T-BAR WITH 2 #10 SCREWS ACOUSTICAL CEILING TILE ASSEMBLY MAIN BEAM 5 SUSPENDED CEILING SEISMIC BRACING A9-3 Scale: 1 1/2" 1'-0" *SHOT IN ANCHORS NOT ALLOWED FOR BRACING WIRES I STRUCTURAL CONCRETE OR STEEL DECK (SEE GENERAL NOTE 17 FOR WOOD STRUCTURE) �} HILTI X-U (OR XUIS) UNIVERSAL KNURLED SHANK POWDER DRIVEN FASTENER W1 MIN 1" EMBEDMENT a 16" OC PER MANUFACTURER'S INSTRUCTIONS STEEL STRAP 1" CEILING CLIP "HILII" OR WIDE X 2" LONG X EQUIVALENT (12 GAUGE 12 GAUGE MINIMUM X 3/4" WIDE MIN) 4 TIGHT 3 TIGHT TURNS, MIN TURNS, MIN — SPLAYED SEISMIC VERTICAL HANGER BRACING WIRE WIRE 7 CEILING HANGER WIRE TO STRUCTURE A9-3 Scale: 3" = 1'-0" 3/4" MAX. MAIN RUNNER N SLEEVE (M CEILING SEISMIC JOINT A9-3 Scale: 6" = 1'-0" MTL STUD COMPRESSION STRUT FOR SIZE & NO SEE SCHED BELOW. ATTACH @ PURLIN 4 - #12 GA SEISMIC ABOVE W/ 2#8 SHT MTL SCREWS. SPLAY. BRACE WIRES DO NOT ATTACH TO STIFFENERS. 2 - #12 14 GA SCREWS @ STUDS TO T-BAR _____-- 4 45°TYPICAL MAIN RUNNER9 45°TYPICAL CROSS TEE MAX. HT OF COMPRESSION STRUT STUD SIZE SINGLE STUD DOUBLE STUD 1-518" x 20 GA SS T-8" 11'-8" 2-1/2" x 20 GA SS 7'-7" 16'-6" 3.112" x 20 GA SS 74' 22'-9" 800S200-54 2T-0" 1-5/8" x 20 GA WC 101-0" 11'-6" * ATTACH DOUBLE STUD WEB TO RANGE W/ #6 SCREW @ 18" OC �61 COMPRESSION STRUT DETAIL - OVER IT A� Scale: 3" = V-0" REVIEWED FOR CODE COMPLIANCE APPROVED JUL 252019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUL 10 2019 PERMIT CENTER LENGTH rRFQ STRUT RSuPP. 4' 0.24IN ISBIU20 0.410 C 0.399 1250IU20 350IU20 0.382 11/4" 6' 0.36IN 400IU20 0,380 CW 0.48IN C3 5/8xC20 0.594 10, 0.60IN C3 5/8xC20 0.594 1 5/8" * STUDS & PROPERTIES AS LISTED BY M.S.M.A. 1200 Fifth Ave., Suite 1300 Seattle, WA 98101 (206)408-8500 www.nelsonworldwide.com consultants Description: No: By: Date: PERMIT SET REVIEW CF 07/03/19 revisions JCR DEVELOPMENT 2835 82ND AVE. SE SUITE S-1 MERCER ISLAND, WA 98040 client TABOR 100 TENANTIMPROVEMENT 7100 FORT DENT WAY, SUITE 100 TUKWILA, WA 98168 project name & address TYPICAL CEILING DETAILS sheet title 10194 RE TERED A HtTECT AM EG STATE OF WAS N 70N seal Proj. No: 19.0000974.000 Designer: BMT Drawn By: CF Reviewed By: NG Project Manager: BMT Approved By: AS F i I ALL DIMENSIONS AND CONDITIONS MUST BE CHECKED AND VERIFIED ON SITE BY THE CONTRACTOR AND SUB -CONTRACTORS PRIOR TO PERFORMING THE WORK. THE PROIECr MANAGER SHALL BE NOWIED IN WRITING OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. ©NELSON WORLDWIDE LLC 2Bi9 ALL RIGHTS RESERVED Full size = 24" x 36" / Half size = 12" x 18" / I1" x 17" = NTS